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05-102202 (2)RECEIVEC CITY OF ', Federal Way PERMIT MAY � � 1005 SF CO NM EX.. ITT. D EN P ,� COMMUh=DEVELOPMENT SERVICES 333258m AVENUE SOUTH - PO BOX 9718 wwlu DERAL W 95225WAY, WA 98063-9718 607AX2APPLICAT Y -G DEPT, .rom The of is ormatiAn - an into late a licatiart will not lie aec ted. Please rant Ie l {in ink ar PROPERTYI • • SITE ADDRESS 3 ✓C, � 2 �O AYE Sv ASSESSOR'S TAX/PARCEL # .3 0 2 ( SUITE/UNIT # LOT SIZE (s fl C) - `'^r f m LEGAL DESCRIPTION (e.g. Ace Estates, Lot 1) _ &- �/ j Y— � j�� `•� 00 ~ !t �b H—CO off-h -p—fe P°g�1- L^gtJ legal desaip6.N TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ELECTRICAL X ENGINEERING ❑ FIRE PREVENTION SYSTEM PROJECT DESCRIPTION (Provide detailed description of work included on this permit oniu) PROJECT NAME (Name of Business or Owner Last Name) C.-'nr/-y,Ts ►' ` a-S; PEOPLE• • PROPERTY OWNER CONTRACTOR APPLICANT CONTACT LENDER EXISTING USE GA, PRIMARY PHONENAME WULING ADDRESS P. o . 60-K CITY, STATE. ZIP Flo, r4f kA- COMPANY NAME P C)vu� �i-iorlLr1�L�iL7. &" APPLICANT NAME Tory Po, -,LL OFFICE PHONE ( �) -��' MAILING ADDRESS CITY, STATE, ZIP Mo1-+�� v�4 CELL PHONE CITY OF FEDERAL WAY BUSINESSSL LICENSE NUMBER EXPIRATION DATE 7'. u -2B L 1 Z /31 /7AOS FAX NUMBER ER (20b) L-:-4 -cu CONTRACTOR'S REGISTRATION NUMBER (copy of card required with each application) EXPIRATION DATE COMPANY NAME y� 6IVNF U. OI"(ls i 1�c7L5 APPLICANT NAME OFFICE PHONE ( ) - ' MAILING ADDRESS CITY, STATE, ZIP CELL PHONE RELATIONSHIP TO PROJECT ❑ Architect ❑ Tenant t Agent ❑ Other (Describe) FAX NUMBER ( ) - NEEIi-PA/Co� Qi 4C.ArJso�( PRIMARY PHONE (1706) J - y E-MAIL ADDRESS FerW-W 19.27.095. Leader Information is MU1 required tfprgjecr value exceeds $6,000 EXISTING ASSESSED/APPRAISED VALUE PROPOSED USE VALUE OF PROPOSED WORK SPRINKLERED BUILDING? ❑ YES ❑ NO FIRE SUPPRESSION SYSTEM PROPOSED/REQUIRED? ❑ YES ❑ NO WATER SERVICE PROVIDER ❑ LAKEHAVEN ❑ MGHLDNE ❑ TACOMA ❑ PRIVATE (WELL) SEWER SERVICE PROVIDER ❑ LAKEHAVEN ❑ HIGHLINE ❑ PRIVATE (SEPTIC) PROJECT FLOOR AREAS AREA DESCRIPTION EXISTING S . FT. PROPOSED S . FT. TOTAL S . FT. BASEMENT FIRST SECOND THIRD FOURTH ADDITIONAL FLOORS [DESCRIBE) DECK(COVERED?) GARAGE ❑ CARPORT ❑ NUMBER OF FLOORS memeic PROPoem TOTAL TOTALxxwn0G TVrnLt70[IroYOY TOTALer "•NEW HOMES ONLY"" NUMBER OF BEDROOMS ESTIMATED SELLING PRICE $ Indicate number of each type offixture to be installed or relocated as part of this project Do not include existingfixtures to remain. dfECHAMC:AL Value of Mechanical Work AIR HANDLING UNITS EVAPORATIVE COOLERS GAS LOGS REFRIG. SYSTEMS BBgS FANS HOODS )commercial) WOODSTOVES BOILERS FIREPLACE INSERTS RANGES MISC (Describe) COMPRESSORS FURNACES GAS WATER HEATERS DUCTS GAS PIPE OUTLETS BATHTUBS (-7ib/shower combo) SHOWERS WATER CLOSETS rennet) MISC (Describe) DISHWASHERS SINKS DRINKING FOUNTAINS GAS PIPE OUTLETS SUMPS RAINWATER SYST WASHING MACHINES URINALS HOSE BIBBS LAVS VACUUM BREAKERS ELECTRIC WATER HEATERS I cereib under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner 4f the above premises to perform the work for which the permit application is made. I further to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred In the investigation and defense of such elaimj, which may be made by any person, including the undersigned, aced filed against the City of Federal Way, but only where such claim arises out of the reliance of the city, including its offbcers and employees, upon the accuracy of the irUarmation supplied to the city as a part 4f this application. NAME/TITLE �' �' DATE mlvrmft e! mue) RELATIONSHIP TO PROJECT ❑ Owner AAgent ❑ Contractor ❑ Architect ❑ FOR OFFICE USE ONLY o NEW ❑ ADDITION ❑ ALTERATION o REPAIR 0 TENANT EMPROVEMENT HCIILDING SHELL ONLY? ❑ YES ONO BASIC PLAN? ❑ YES a NO ZONING DESIGNATION CHANGE OF USE? as YES ❑ NO NEW ADDRESS REQUIRED? ❑ YES o NO UP/SEPA/SU? a YES ❑ NO PLATTED LOT? a YES a NO DEMO PERMIT MgUIRED? to YES ❑ NO Bulletin #100 — January 7, 2005 Page 2 of 4 k\Handouts\Permit Application CITY OF CITY HALL A�kFederal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway. com November 14, 2007 Mr. Todd Powell Village Green of Federal Way, LLC PO Box 98309 Des Moines, WA 98138 Re: File #05-102202-000-00-EN, Cottages West Storm Sewer and Street Improvements AUTHORIZATION TO PROCEED Dear Mr. Powell, The above referenced project has been reviewed for consistency with Chapter 20 of the Federal Way City Code and other standards, policies and regulations of the Department of Public Works. All applicable fees must be paid and a performance bond submitted to guarantee the performance of required civil -related work. A Certificate of Insurance from the contractor, naming the City of Federal Way as an additional insured must be submitted as well. The plans for the improvements referenced above are hereby conditionally approved. Construction of the improvements may commence when the conditions of this letter have been fulfilled. Items that may be required prior to starting construction or final project approval are as follows: 1. All utility agencies have been notified at least two working days prior to any excavation (Call Before You Dig: 1-800-424-5555). 2. All detours or traffic diversions shall be signed in compliance with the current edition of the Manual on Uniform Traffic Control Devices. A detour plan shall be submitted when necessary to the Public Works Department. The plan shall be delivered at least seven days prior to the actual detour or diversion. Recommended methods for routing traffic through or around a construction project are available at the Public Works Department. 3. All materials and construction shall conform to the current edition of the King County Road Standards, King County Surface Water Design Manual, Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, and the City of Federal Way Public Works Development Standards. 4. The applicant must contact Lakehaven Utility District for water and sewer requirements and/or permits. L:\CSDC\DOCS\SAVE\30700910049. DOC Mr. Todd Powell Village Green of Federal Way, LLC Re: File #05-102202-000-00-EN, Cottages West November 14, 2007 Page Two 5. Three sets of catalog cuts for the following street light system components conforming to the City of Federal Way Street Light Guidelines shall be submitted to the Public Works Department for review and authorization: Poles, Service Panel, Luminaire, Photoelectric Control, Lamp. 6. Installation of improvements shall not interfere with any work being performed under a City of Federal Way contract. Rather, it shall be scheduled to prevent any delay or extra cost to a City project. 7. Final Review: Following construction approval of the storm water facilities and street improvements, and prior to receiving final approval, an "as -built" mylar original (free of stick -on notes and shading) and two sets of blueprint copies shall be submitted by the applicant's engineer along with any necessary easement or other legal documents. These documents shall be submitted to the Public Works Department and reviewed by the Law Department prior to final approval. 8. No final inspection will be scheduled and no Certificate of Occupancy issued prior to the completion of the engineering improvements authorized for this project and the acceptance of the as -built submittal by the Public Works Department. 9. Upon completion of the street improvements, the developer shall coordinate with the City of Federal Way for street sign and striping installation. As per the Public Works Development Standards, the developer will provide pavement markings and street signs, including poles and hardware, under the City's direction to establish uniformity. If you have any questions or concerns regarding this letter, please call Kevin Peterson, Engineering Plans Reviewer at (253) 835-2734. Sincerely, Ken Miller, PE Deputy Director Public Works KM/KP:cc cc: William Appleton, P.E., Development Services Manager Deb Barker, Senior Planner, Community Planning & Development Project File / KP Day File L:\CSDC\DOCS\SAVE\30700910049-DOC EC s DFP'",r?viENT OF CommuNny DEVELOPMENT SERVICES 33325 8'a Avenue South CITY OF �� '""'T�-=-===" MAY 1 12005 PO Box9718 Federal Way WA 98063-9718 FederalWay253-835-2607; Fax 253-835-2609 ,;ITY OF FEDERAL WAY www.ciyoffederalway.com BUILDING DEPT. Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. Section and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Sirategy ■ Applicable during Site Plan Review F3 Applicable duurfty Building Permit Review Section LO Natural Surveillance 1,1 Blind Corners Conforms Avoid blind corners in pathways and parking lots. Revise _NA Comments: Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. ■ ❑ Consider the installation of mirrors to allow users to see ahead of them and around corners. B Other strategy used: Cx�IC�J r yc ❑ CDi'�yis16y-1 1.2 Site and Building Layout _Conforms Allow natural observation from the street to the use, from the Revise use to the street, and between uses yNA tg,:f,Vl,1L,r4 :Comments: 6 Bulletin #022 — August 18, 2004 Page 1 of 9 k:\Handouts\CPTED Checklist Section and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Pfau Review E) Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single ❑ corners. r Family Development Position habitable rooms with windows at the front of the dwelling. t Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ ❑ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ Locate main entrances/exits at the front of the site and in view of the street. M For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community ❑ entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ �lt� ❑ In industrial developments, administration/offices should be located at the front of the building. 1R Avoid large expanses of parking. Where large expanses of For Surface parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Structures Er Access to elevators, stairwells and pedestrian pathways should �be clearly visible from an adjacent parking area. Ou/ Avoid hidden recesses. R 0/ Locate parking areas in locations that can be observed by adjoining uses. ■ �KMr o4-,5. ojZ- U-,L 5;x.rer 1M HK,6.-4F- Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space ❑ common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used: Ej►r' V'rillt !4S �llU� Bulletin #022 —August 18, 2004 Page 2 of 9 k:\Handouts\CPTED Checklist Section and J Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review @ Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open Conforms Space Revise Provide natural surveillance for common/open space areas. NA Comments: Position active uses or habitable rooms with windows adjacent ❑ to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Design and locate dumpster enclosures in a manner which ❑ screens refuse containers but avoids providing opportunities to hide. A Locate waiting areas and external entries to elevators/stairwells ❑ close to areas of active uses to make them visible from the building entry. B ❑ Locate seating in areas of active uses. B "' Other strategy used: j� :.: Yl w' 10Zr,'at ❑ f2>j rnt t2,:5+4 1.4 Entrances _Conforms Provide entries that are clearly visible. Revisd: _NA Comments: ❑ Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to ❑ FWCC Section 22-1569(D). Permit Exceptions. (Applicable during Certi icate ol occupancy Ins ection . Other strategy used: vYlry+i �ll��. .5'jiG, 1.5 Fencing Conforms Fence design should maximize natural surveillance from the Revise street to the building and from the building to the street, and NA minimize opportunities for intruders to hide. Comments: Bulletin #022 — August 18, 2004 Page 3 of 9 k:\Handouts\CPTED Checklist Section and Functional Area Performance Performance Standard Standard Strategy t Appiicahle during Site Plan Review ®Applicable during B.iniding Peru& Review ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates ❑ open elements to allow visibility above the height of five feet. e If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Other strategy used: El 1.6 Landscaping Avoid landscaping which obstructs natural surveillance and allows intruders to hide. © Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inches in ❑ height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ ❑ Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: w' GuiL-p"-4w, Evaluation for Agency Use Only Conforms —Revise _NA Comments: 1.7 Exterior Lighting _Conforms Provide exterior lighting that enhances natural surveillance. Revise (Refer to FWCC Section 22-1635(g)(1) for specific lighting NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which ❑ addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. M Bulletin #022 - August 18, 2004 Page 4 of 9 k:\Handouts\CPTED Checklist Section and v` . Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Balding Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. r For areas intended to be used at night, ensure that lighting ❑ supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e ❑ Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e © In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and ❑ mature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to avoid giving a false impression of use or safety. if danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e © Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. lr Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e ❑ Use photoelectric rather than time switches for exterior lighting, e In projects that will be used primarily by older people (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used: Evaluation for Agency Use Only Mix of Uses _Conforms In mixed use buildings increase opportunities for natural Revise surveillance, while protecting privacy. NA Comments: Bulletin #022 — August 18, 2004 Page 5 of 9 k:\Ilandouts\CPTED Checklist Section and J Functional Area Evaluation -for Performance Performance Standard Agency Use Only Standard Strategy a Applicable during Site Plan. Review 6 Applicable during Building Pennit Review - Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ ❑ Include food kiosks, restaurants, etc, within parks and parking structures. M Other strategy: used 1.9 Security Bars, Shutters, and Doors _Conforms When used and permitted by building and fire codes, security Revise bars, shutters, and doors should allow observation of the street NA and be consistent with the architectural style of the building. Comments: ❑ Security bars and security doors should be visually permeable (see -through). B Other strategy used: Section and ✓ Functional Area Performance Performance:Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building°Permit Review Section 2.0 Access Control Evaluation for Agency Use Only 2.1 Building Identification —Conforms Ensure buildings are clearly identified by street number to —Revise prevent unintended access and to assist persons trying to find __�NA the building. Identification signs must conform to FWCC, Comments: Section 22-1569(D). Permit Exceptions. ❑ Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 —August 18, 2004 Page 6 of 9 k:\Handouts\CPTED Checklist Section and V Functional Area Performance Performance Standard Standard Strategy 0 Applicable during Site Plan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. 6 ❑ Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e Evaluation for Agency Use Only For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances _Conforms Avoid confatsion in locating building entrances, —Revise, NA Comments: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWCC Section 22-1569(D). Permit Exceptions. 2 Minimize the number of entry points. 0 Other strategy used: & +:'_•l IV 131'� 2,11 ❑ f° S 2.3 Landscaping Conforms Use vegetation as barriers to deter unauthorized access. —Revise _NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: i 2.4 Landscaping Location Conforms Avoid placement of vegetation that would enable access to a Revise building or to neighboring buildings. PA. Comments: Bulletin #022 — August 18, 2004 Page 7 of 9 k:\Handouts\CPTED Checklist Section and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review %Avoid placement of large trees, garages, utility structures, Q fences, and gutters next to second story windows or balconies that could provide a means of access. ■ Other strategy used: 2.5 Security _Conforms . Reduce opportunities for unauthorized access Revise _NA Comments: Consider the use of security hardware and/or human measures ❑ to reduce opportunities for unauthorized access. (Applicable during Certi !Cale of Occ'u a'ncU 1nS ection). Other strategy used: 2.6 Signage _Conforms - Insure that signage is clearly visible, easy to read and simple Revise to understand [Signs must conform to FWCC Section 22- RA 1569(D). Permit Exceptions]. Comments: ❑ Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface ❑ drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. e ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e ❑ Provide signage in the parking area advising users to lock their cars. a jl I Bulletin #022 —August 18, 2004 Page 8 of 9 k:\Handouts\CPTED Checklist Section and f Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 1 Applicable during Site Plan Review Applicable during Building Permit Review ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used: Section 3.0 Ownership 3.1 Maintenance Conforms Create a "cared far" image Revise _NA Comments: Ensure that landscaping is well maintained, as per FWCC ❑ Section 22-1569, in order to give an impression of ownership, care, and security. (Ongoing). — /Where possible, design multi -unit residential uses such that no Lam' more than six to eight units share a common building entrance. X Other strategy used: 3.2 Materials Conforms Use materials, which reduce the opportunity for vandalism. Revise _NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. A ❑ Where large walls are unavoidable, refer to FWCC Section 22- 1564(u) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long ❑ wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e Other strategy used: Bulletin #022 — August 18, 2004 Page 9 of 9 k:\Handouts\CPTED Checklist April 3", 2013 Kevin Peterson Engineering Plans Reviewer City of Federal Way 33325 8"' Ave. South Federal Way, WA 98003-6325 RE: File #07-104043-00-OP; Permit #05-102202-00-EN Cottages West Two — Year Maintenance Punchlist Dear Mr. Peterson, Please consider the substitution of GrassPave2 for the proposed asphalt apron servicing the existing storm detention pond in the plat of Cottage's West located in Village Green retirement community. We have used GrassPave2 elsewhere on the site and it has performed well under loads of fire engines and emergency vehicles for more than 10 years. The use of this product allows the plantation of grass and provides a more naturalistic setting as well as rainwater penetration. The location for the substitution is within a backyard wildlife preservation zone and fits well with the environmental intent of that program. The substitution area is circled in red on the attached drawing. And you will find the specifications for GrassPave2 attached as well. Should you have any questions regarding the use of this material please contact me at 253-839- 4405. Best regards, Monte PoNvel1, owner Village Teen CC: Wendy McGee 249 x4s "�250 250 ; - �`` ••Alt x 1 l 4.�� _. ., �T Sys•, �-a � S'�- � I•.� 249 o .-; 24 ,� M1 ...may. 3 .t •: ..�.. - EXIST POND ' . .. (PRE —SETTLING) ICTED. Q sM sT TU ......... �' �. . -.•Q EXIST....f Lt S • .... . _.. -- c ....... _ � ..-- • . _ ':�. r' :ram.. � � _ .._.. __,- . o )' { � •� `� 34.57'. o Y L Z3-1-2Go ...� c� o q 4�� CITY OF . L Federal Way DATE: December 18, 2008 TO: Deb Barker FROM: Kevin Petersony—? SUBJECT: COTTAGES WEST - (05-102202-00-EN) *NO SITE ADDRESS* MEMORANDUM Public Works Department As a condition of Land Use and Hearing Examiner approval for Cottages West, all off -site street improvements on 2nd Ave SW (Public roadway portion) must be completed, prior to Certificate of Occupancy (C of O) for any building. As you had pointed out on Dec. 16, the sidewalk had not yet been constructed and street trees had not yet been installed along that public roadway section of 2"d SW, yet the developer is looking to get C of O on certain buildings that are nearing completion. With the recent cold weather, and the forecast for it to continue for the next week or so, pouring concrete is not feasible at this time, or at least prior to certain buildings being completed. Since we currently hold a bond for the 2"d Ave SW improvements, Public Works will allow C of O on all of those buildings that the developer requests at this time, without the sidewalk and street trees being installed. We will not release any portion of the bond until such time as the 2"d Ave SW off -site improvements have been completed. CITY OF �. Federal December 12, 2008 Mr. Jonathan Becker, PLS Duncanson Co., Inc. 145 SW 155`h Street, Suite 102 Seattle, WA 98166 CITY HALL 33325 8th Avenue South y Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com RE. Permit No. 05-I02202-00-EN; Cottages West - *No Site Address* As -Built Review Letter Dear Mr. Becker, The Public Works Department has reviewed the as -built plans submitted for the above -referenced project. Prior to final approval of these plans, the following items shall be addressed: All Sheets containing as -built information — 1) Provide the following declaration: "I hereby declare that the horizontal and vertical locations of the storm drainage and road system shown hereon is the result of a field survey performed by me or under my direction." Sheet C 1.0 — 1) Strike -through those sheets listed under the Sheet Index that are not included in this as -built plans set. Sheet C 1.4 — 1) Clarify the location and extent of the 15-foot wide access road that lies south of the pond. There appear to be multiple lines that indicate two possible locations of that road and curb cut. With the above items addressed, please feel free to submit the final as -built mylars (one set), as well as two compact discs containing the as -built CAD drawing files. The compact discs shall provide all files that would be needed to replicate the as -built drawings, if necessary. If you have any questions, please feel free to contact me at (253) 835-2734, or via e-mail at kevin.peterson @ cityoffederalway com. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:cb cc: Project File / KP Day File L:\CSDC\DOCS\SAVE\33144352016. DOC When Recorded Return To: Amunarie Petrich 1.900 W. Nickerson Street, Ste 209 Seattle, WA 98119 III ill 1111111111111111111111111 2007110900149 PAG KING COUNTY, WA EXCISE TAB( NOT REQUIRED Kf Dl�iaion uty WASHINGTON STAT. R RECORDER'S COVER SHEET (Rcw s5.o4) Document Title(s) (or transactions contained thereln): (Fall areas applicable to your document must be filled in) 1. Easement Ratrarunce Numbers of Documents assigned or released: Grantor(s) (Last name first, then first name and Initials) 1. Village Green of Federal Way, A Retirement Community, L' LC 2. 3. Additional names on page no. of document Grantee(s) (Last name first, then flrst name and Initials) 1. Village Green of Federal Way, A Retirement Community, LLC 2. 3. Le al Description Lot C of BLA 00-104014-00-SU, Rec. No. 20011205900002 Assessor's Property Tax Parcel/Account Numbers 21049146,3021049024 :01t' ditor/Recodrwillrelyntheinformatioh prv�idod on the form. The staff will not read the document the accuraC or cam lateness of th8 indexin information ro�ided heraln. Z0 'd OEOW99H 'ON VE samoH [ 18mod Wd OV 20 INH LOH-60-AON EASEMENT AGREEMENT This Agreement is dated this 9 "' day of 2007, and is made by Village Green of Federal Way, A Retirement Coratnunity, LLC (hereinafter referred to as "Village Green"). RECITALS A. Village Green is the owner of the following real property in King County, Washington (hereinafter referred to as tb.e "Cottages West Property"). Tax ID No.: 302104-9146 Legal Description: Lot B, City of Federal Way Boundary Line Adjustment No. 00-104014-00-SU, recorded under King County Recording Number 20011205900002, said Boundary Line Adjustment being a portion of the west half of tl..Ie northeast quarter of the northeast quarter in Section 30, Township 21 North, Range 4 Lust, W.M., in King County, Washington. B. Village Green is the owner of the following real property in King County, Washington (hereinafter referred to as the "Village Green Property"): Tax ZA No.: 302104-9024 Legal Description: Lot C, City of Federal Way Boundary Line Adjustment No. 00-104014-00-SU, recorded under King County Recording Number 20011205900002, said Boundary Line Adjustment hieing a portion of the west half of the northeast quarter of the northeast quarter in Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington. C. Village Green wishes to reserve an easement over the sidewalks and drive lanes located on the Village Green Property for the benefit of the Cottages West Property. AGREEMENTS In consideration of the foregoing recitals and other good and valuable consideration, the suff'rcieiacy and receipt of which is acknowledged, Village Green agrees as follows: l . Grant of Easement on the Villa e Green Pro e : Village Green hereby grants and reserves an, easement over the Village Green Property sid.ewallcs and drive lanes (the "Easement Area' described on Exhibit A attached to this Agreement) for the benefit of the Cottages West Property. The easement sliall be utilized for pedestrian and vehicle access to the Cottages West Property. Village Green reserves the right to place a security gate. 2 00 'd OEMV M 'ON XVA G@"H 1 18"d Wd OV 20 INA LOH-60-AON 2. Maintenance ruent Area: If and when maintenance or repair of the Easement Area beconles _necessary for any reason other than the negligence or intentional misconduct by Cottages West, the parties, and their respective successors and assigns, small share equally in the costs of, such maintenance. Any maintenance or repair that is .required solely because of the negligence or intentional misconduct of Cottages West user shall be the responsibility of Cottages West. 3. Benefit and 131 dell: The covenants contained in this Agreement shall ru . with each Property and shall be binding upon e-aid inure to the benefit of the respective owners of such properties and their respective successors in interest. 4. Dispute Resolution: Any dispute between the parties arising out of this Agreement shall be submitted to binding arbitration. The party demanding arbitration shall deliver a written demand to the other party, which demand shall describe the dispute and requested relief in sufficient detail to inform the other of the nature and scope of the dispute. The parties shall then agree upon ar7 arbitrator. The arbitration proceedings shall, subject to the discretion of the arbitrator given tb.e nature and scope of the dispute, allow reasonable discovery in accordance with the Rules of Civil Procedure applicable to suits in the Superior Court for the State of Washington. If the parties axe unable to agree upon an arbitrator within 20 days of delivery of the demand, either party may submit the demand to the American Arbitration Association for selection of an arbitrator in accordance with its Arbitration Rules for the Real Estate industry. S. Applicable Law: This Agreement shall be governed by and construed in accordance with the Jaw of the State of Washington. 'Village Green of Federal Way, A Retirement Corn muni L Name:%��% Its: 3 bO 'd 0606Vn9H 'ON XH.d samoH j j8"d Wd 0V:ZO Ind LOH-60-AON STATE OF WASHINGTON ss: COUNTY OF KING On this .T16" day of l u� p� , 2007, before me personally appeared M&MT-E to me known to be the mAq►km of the corporation that executed the within and Foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and. purpose therein mentioned, and on oath stated that he was authorized to execute said instrument. DXrED: oIIPIM K�p= _41*t-4 , 2007. Print Name: �P^-rH AN p^m rig NOTARY PUBLIC in and for the State of Washington, residing at AQpVW, wA My Appointinent expires: 4 90 'd 0606PME 'ON XV. samoH ijanod Wd OV20 IN. LOE-60-AON L r�gp) rr A VILLAGE GREEN DRIVE LANES 6 13LN 5U & SIDEWALKS LOT 0401ti- �-pa2 20131129 I f v .104 14 �U0002 I i � B� 6G Be Q LO p4- a v Q�1t2o5 � LAY OF ! ~ gG sUILDING p ..•. ,VC)gpS .. , gG J i Icn w a j EASEMENT ,I r r I AREA ,i ` AUILDM3 T _ J i Li gLA Pa p 5W 3r 55TH PLACE;L0 1 o+4- g 002 : r A001npN �" ¢ pN-20ptj2p5 0 N �- SW 356TI-I STREET DUNCANSON CIVIL EiNOINGERING • SORVEYING •�r AND PLANNING ►is SW 1.1kim&9"4 W�irl F�f, Irm 71:•fIT3 Phulffi �� DRAWN: •.JME DATE: 1'li 09/07 SNEETt SCALE: 1"=2r.c' PROJECT: POWELL HOMES VILLAGE GREEN ACCESS EASEMENT EXHIBIT 90 'd 0£06vn9H 'ON Xd� sawoH l i anod Wd O� 20 INd LOH-60-AON v DUNCANSON Company, Inc_ October 30, 2007 DC198480 Ms. Deb Barker City of Federal Way 33325 — 8tb Avenue South P.O. Box 9718 Federal Way, WA 98063-9718 Subject: Resubmittal of Cottages West Engineering Plans #05-102202-EN Dear Ms. Barker: We have completed revisions of our plans per your review comments letter, dated Z September 28, 2007 — four copies of the revised engineering plans are enclosed. Our Q response to each item in your review comments letter is addressed as follows: 0 Z Q FILE 405-102202-EN, ENGINEERING PLAN COMMENTS The following comments are repeated from a previous comment letter and your August A 30, 2007 responses. Prior to approval of the engineering plans, the following items must be addressed.- 7 0 1. Process III Condition #]A required final location and design of site rockeries, retaining walls and fencing. The landscape plan depicts fencing along the south property line. Please provide a detail for this fence. Referring to General Note #1 on sheet C1.0, the work is controlled by Federal Way City Code, supplemented by the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT/APWA). The fence callout on sheet L2 has been revised as follows: "Fence — 4 ft. ht. chain link, black vinyl coated, per WSDOT Std. Plan L-20.10-00, Type 4." A copy of this standard plan is enclosed. 2. Process III Condition #IB required final location and/or design of accessory pedestrian features. A trail is called out on the plans. Please add the details for construction of this pedestrian trail to the construction plans (they are currently on the landscape plan). The "PEDESTRIAN TRAIL CROSS SECTION" detail is shown on landscape plan sheet L3 which is part of the bound construction plan set as listed on our cover sheet. This detail is not shown in duplicate on the civil plans. 145 SW 1551h Street • Sidle 102 • Set+ttle. A''rr*hrgton 98166 Phone 206.244.4141 • Fax 206.244.4455 - Web wirwiluncansonco.com RESUBMITTED OCT 3 1 2007 CIVIL ENGINEERING CITY OF FEDERAL WAY Ms. Deb Barker 10/30/07 Page 2 3. Process III Condition #1 C discusses compliance with perimeter tree retention requirements. As noted above, tree preservation techniques are not depicted on submitted plans. In addition, the condition of approval noted that tree perimeter requirements may require modification to project plans to protect significant trees. Findings for Project Approval dated June 25, 2001, stated "any tree removal determined by the City to be unavoidable, for reasons such as utility installation, storm drainage design etc. shall be replaced in -kind by the applicant. " The proposed plan depicts removal of two significant trees for construction of a duplex. Based on the condition noted above, this does not appear to be an unavoidable situation, and the location of this building should be adjusted outside of the buffer in order to retain these two trees within the twenty - foot -wide buffer. Building locations and the cul-de-sac were adjusted to preserve significant trees within this buffer at their respective drip lines; clearing limits have also been revised accordingly. 4. Process IV Condition #2 deals with required geotechnical engineering services. Please provide confirmation that the proposal for geotechnical monitoring services by Earth Consultants, Inc. has been formally accepted by the applicant. Please provide a copy of the August 17, 2007. report recommendations referenced in the proposal. The accepted Earth Consulting Incorporated proposal for supplemental geotechnical engineering services is enclosed. 5. Process IV Condition #4 deals with the entry gate details. The gate plan deferral request is granted. Noted. 6. Process IV Condition #5 deals with ROW conveyance along 2nd Avenue SW. The ROW conveyance deferral request is granted. Noted. 7. Process IV Condition #6 concerns construction easements. This issue is not deferrable, and the applicable easements must be obtained prior to approval of the engineering plans. The easement document is being prepared. Ms. Deb Barker 10/30/07 Page 3 LANDSCAPE PLAN COMMENTS The following comments are based on review of the landscape plan prepared by Ned Gulbran dated August 30, 2007. These comments must be addressed prior to approval of the engineering plans: 1. The proposed Type II landscaping at the south end of the property does not meet the intent of Type II landscaping under FWCC Section 22-1565(b)(2), which states Type II landscaping shall be evergreen or a combination of approximately 60% evergreen and 40% deciduous trees, with an allowable five percent variance, interspersed with large shrubs and groundcover. Submitted plans show only 18 evergreen trees in this area. In addition, the tree spacing is linear, which would be consistent with a Type III Visual Buffer landscaping. Type II Visual Screen landscaping uses layers of evergreen and deciduous trees to achieve visual screening of the use from the adjacent residential zone. Additional trees must be added to the planting area to achieve screening and related evergreen based calculations. Refer to the enclosed landscape response letter from Ned Gulbran, dated 10/18/07. 2. Provide a typical layout for the ground cover. Refer to the enclosed landscape response letter from Ned Gulbran, dated 10/18/07. 3. The sword fern is not approved as a shrub for the Type II planting area. It can be added as a perennial, but will not be counted as a shrub. Refer to the enclosed landscape response letter from Ned Gulbran, dated 10/18/07. Ms. Deb Barker 10/30/07 Page 4 We have also completed revisions of our plans per Kevin Peterson's email, dated September 27, 2007, and our response to each item addressed in that email is as follows: I had our building department review the street names (numbers) shown on the plans. Their one comment was that 2"d Place SW (extension of 2"d Avenue Sifg, within the development, should be changed to 2nd Avenue SW The interior street name has been changed accordingly. We have also revised SW 352nd Street between 2nd Avenue SW and the existing Village Green site: - The SW 352nd Street paved surface has been reduced from 28' to 24'. - The planter strip has been removed along SW 352"d Street between STA 9+00 and the existing Village Green site to minimize impacts to existing tenants and preserve landscaping. Please give me a call if you have any questions or comments. Sincerely, Duncanson Company, Inc. Harold Duncanson President Enclosures m o =8m�c od ci-W c� a comas m p jY W� pa+ en$ c�E c�c _ Wok p'mcm We n nVp� �WOB m`m m m m o— m n a, jA.I $ E o.i 0.1 "mLw F a€ 7Rliw.R SEs Z _ N 16 �y •'r'atifrr. � ,JT s aaoAAo vsn 'AB ► mvaa p 0 a 0 ML yW F .02 r�Q LLmK OWLL oV 94_ 0 S• n r a W R o a 2 A�� w O � r Oa O o Wo M6 Z Z= W N LL K a jW d _IM eQ El 0 - it 1� x Og i _ O t U LL O O W d a p Z S O � S N N p R ff �� ES V 6 M 0 A 3 CA y! OF F Qj Z 3 3A 1 z T VAY U R K P L O Z w O ua,�•' mwraw.wwjvrw o Q ywi°w nwr�ir v A ra.ie�aw �r�e.arrau ar. !O N IOU c y1� W x m Jo LL d � o � J U m W o W o c w 4 z z U w qg K W K x W = U m W low PL 0 r Z P � 1 W � O Z � U O R Rr � G 6 U ¢W O C W Ir m _i O a W J 2 � Y m`� U ir U W Wz S F -- IS m J � oIN--D- 0 O � i W a�w to - V1 1 W Z O KS Ix o S to W2 = F aao-iAa vsn ,.As Nmwa EARTH H 4 CONSULTING I INCORPORATED I D Environmental services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections August 17, 2007 Mr. Todd Powell Village Green, LLC PO Box 98309 Des Moines, Washington: 98198 f PROPOSAL FOR GEOTECHNICAL MONITORING SERVICES COTTAGES WEST SOUTHWEST 252ND STREET AND 2ND AVENUE SOUTHWEST FEDERAL WAY, WASHINGTON l Proposal No. PR-9163-8 i Dear Mr. Powell: As requested, Earth Consulting Incorporated (ECI) is pleased to submit this proposal to provide geotechnical construction monitoring services at the site. ECI previously prepared an I updated geotechnical engineering study E-9163-8, dated August 16, 2007, for this project. Our scope of services is outlined in this proposal for your review and subsequent approval. # PROJECT DESCRIPTION # We understand it is planned to develop the site with 37 senior housing units with associated 3• asphalt drives. ---SCOPE OF SERVICES The scope of our geotechnical construction monitoring services will include the following: • Laboratory testing of planned structural fill materials • Field density testing of structural fill Monitoring the excavation of the new foundation footings Verifying -bearing conditions of the foundation footing and slab subgrades • Monitoring other geotechnical aspects of the construction phase Please notify us if you require a change in the scope of our services. RESUBMITTED OCT 3 12007 - ERAL WAY 1805 1369, Place Northeast #201 • Bellevue, WA98M • (425)643-3780 • Fax (425)Ta UILDING DEPT. eci@eci-mii.com • www.eci-mti.com Page 1 of pROPoSAL FOR GEMECENWAL moNn'OR 1G SBZVlCCS PR-9163-8 August 17, 2DD7 PROJECT APPROACH Our construction monitoring services will be provided using an experienced field technician. A project manager from our office will periodically monitor our field technician's work, review field data, and be available to answer questions. Upon completion of our work, we j will submit a written final report summarizing our observations. A preconstruction meeting should be held with representatives from the owner, designers, contractors, and ECI to discuss and familiarize all parties with the construction sequence, schedule, and requirements. FEE ESTIMATE Our fee for the above services and the terms under which -our services -are offered will be on a time and materials basis, in accordance with the attached Standard Fee Schedule and Professional Services Contract which are made a part of this agreement. The total amount of our services will be dependent on the construction schedule, which may be impacted by weather, design changes, and other factors beyond our control. If the contractor is able to complete the aspects -of the project more rapidly than estimated or if some of our construction monitoring services can be performed concurrently, thereby reducing the number of site visits, there will be an appropriate cost savings. However, if our services are required over a longer period, then our fees may be greater. Our fees include the on -site services of a senior -level field technician, associated laboratory testing, project reports, a final report, and normal project management. Normal project management is defined as one to two hours of project manager, associate principal, or principal level review per week. Invoices for our work will be submitted on a bimonthly or monthly basis. Payment of services performed under this contract acknowledges acceptance -of all terms and conditions of this. agreement, including the attached Standard Fee Schedule and Prnfessiona/ Services Contract. REQUESTED ASSISTANCE AND PROJECT LOGISTICS To enable ECI to proceed with our work, we request the following: • Signed contract (this document) • Site contact and design team contacts • Available geotechnical and environmental information (if any) Copy of the approved plans for the project EAMM CXU 5ULTOOS WCOWDRATED Page 2 of 3 PROPOSAL FOR GVOTEC] R UCAL MOMCMVG SERVICES August 17, 2DO7 CLOSUREIAUTHORIZATION PR-91634 Please review the scope and assumptions presented in this proposal. Should you have any questions or comments or should you wish to amend the scope, please contact the undersigned at (425) •643-3780. All services will be conducted in accordance with this proposal and our terms and conditions. To initiate services, please complete and return the attached Proposal Acceptance Agreement and Professional Services Contract forms. Our proposal and fee schedule will remain valid for 60 days from the date of this proposal; upon 60 days, we reserve the right to adjust the proposal and fees. Our terms are net in 30 days from invoice date. The opportunity to submit this proposal and to be of service to you is appreciated. If you have any questions,.please call. Respectfully submitted, EARTH CONSULTING INCORPORATED Kristina M. Weller, PE Principal Kmkkp Attachments: Proposal Acceptance Agreement Standard Fee Schedule Professional Services Contract EAR ni CONSM7MG 94CONPORATED Page 3 of 3 EARTH CONSULTINiC PROPOSAL ACCEPTANCE AGREEMENT GEOTECHNICAL CONSTRUCTION MONITORING SERVICES August 17, 2007 COTTAGES WEST SOUTHWEST 252ND STREET AND 2ND AVENUE SOUTHWEST FEDERAL WAY, WASHINGTON CONFIRMATION OF BILLING INFORMATION Invoices will be charged and mailed to the account of: Firm: OW 6U, S Attention { a 1�-o Address: • qs3e01 City: 1-nc2u+G.s . _ State: Zip Code: o4a Phone: 74� 97,41 G, ZZzz Fax. -7�a 2Ll 7`i7 Does your company require a purchase order number on our invoice? No. C . K/. CONFIRMATION OF PROJECT INFORMATION Permit No. Job Site Phone: Project No. Job Site Fax PLEASE ISSUE REPORTS TO THE FOLLOWING PARTIES: Company Name: fk&2C11CM4.s _ -- Contact Address: r� CftY. 1>4-5-- h2ek, e s -- .... -- ..-State:... fk ..... .._ . ...... _ Zip Code: / _... . E-mail: -t odd @ fJa K1,C_4-i--— h cam€S - C&*0 No. of Copies: Company Name: Contact: TEWS&t-'M� w Address: /�/5 I E 1! s City: F"g= ��1 State: h/ram- Zip Code: E-mail: No. of Copies: rev 6AW Page 1 of 1 ECI Proposal No. PR 9163-8 NED GULBRAN + ASLA LANDSCAPE ARCHITECT 2833 Mt. St. Helens Place South Seattle, WA 98144 206 725 0390 October 18, 2007 Deb Barker Senior Planner City of Federal Way RE: File #05-102202- EN, Landscape Plan Comments (Cottages West Project of Village Green of Federal Way, LLC) Dear Ms Barker: Copies of the revised Right of Way and Type II Visual Screen landscape plans, Sheets L-1, L-2 & L-3 dated October 18, 2007 accompany this letter. I believe that your comments are answered on these plans. 1. Redrawing of the clearing limits and preservation of several significant trees resulted in changes to the Type II planting areas along the south border and along the northeast border. Plant quantities were greatly increased to address these changes. The balance of coniferous and deciduous trees now meets the required 60/40 mix. 2. The number of trees along the south border has been increased from 18 to 25 including the preserved significant trees. The spacing of the trees has been altered as much as possible to reduce the linearity. The close proximity of building walls and the large area within significant tree driplines limits the space available for new trees. Quantities of large shrubs have also been increased over the previous plan. 3. A typical layout of ground cover plants has been added to Sheet L-3. Particular species will be planted in their appropriate habitats. 4. Sword ferns remain in the plan, but are not counted as shrubs. Therefore the large shrub count has increased from about 60 to 75. 5. Street tree quantities remain the same despite redesign of the SW 353rd Place cul-de-sac. Please call if you have questions. SincerelyC , �i J19,-f,-C Ned Gulbran RESUBMITTED OCT 3 1 2007 CITY OF FEDERAL WAY Cell 206 550 1068 Fax 206 760 9304 BUILDING DEPT. Landscape 'Design --- Landscape Restoration — Land Planning CITY OF A. Federal September 28, 2007 CITY HALL 33325 8th Avenue South Way Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Mr. Harold Duncanson haroldd@duncansonco.com Duncanson Company, Inc. 145 SW 1550'Street, Suite 102 Seattle, WA 98166 RE: FILE #07-104831-CO; GRADE AND FILL COMMENTS, AND FILE #05-102202-EN; ENGINEERING PLAN COMMENTS, COTTAGES WEST SENIOR HOUSING Dear Mr. Duncanson: City staff has had the opportunity to review the proposed grade and fill application consisting of plan sheets C1.11, C1.12 and C1.13 prepared by your firm for the above -referenced project. The grade and fill application was submitted the same day as revisions to the overall engineering plan review, which is under City file #05- 102202-EN. Comments about both those permits are provided with this letter. FILE #07-104831-00-CO, GRADE AND FILL APPLICATION Prior to issuance of the grade and fill permit, the following information must be provided: Submitted plan sheets do not depict clearing limits. Sheet C 1.12 must be added to the grade and fill plan set. 2. Clearing limits depicted on sheet C1.12 are not consistent with those limits and retained trees depicted on Sheet C1.14 Significant Tree retention plan and notes. This plan depicts retention of trees along the north, south and west property lines, in addition to no -disturbance of those significant trees that are located next to the property line but on an adjacent property. Revise the clearing limits on sheet C1.12 to be consistent with the tree retention plan. In addition, tree protection techniques consistent with Federal Way City Code (FWCC) Section 22-1568 must be depicted on the civil plan sheets, and include at a minimum, protection of the drip line of retained significant trees. FILE #05-102202-EN, ENGINEERING PLAN COMMENTS The following comments are repeated from a previous comment letter and your August 30, 2007 responses. Prior to approval of the engineering plans, the following items must be addressed: 1. Process III Condition #lA required final location and design of site rockeries, retaining walls and fencing. The landscape plan depicts fencing along the south property line. Please provide a detail for this fence. 2. Process III Condition #1B required final location and/or design of accessory pedestrian features. A trail is called out on the plans. Please add the details for construction of this pedestrian trail to the construction plans (they are currently on the landscape plan). 3. Process III Condition #lC discusses compliance with perimeter tree retention requirements. As noted above, tree preservation techniques are not depicted on submitted plans. In addition, the condition of approval noted that tree perimeter requirements may require modification to project plans to protect significant trees. Findings for Project Approval dated June 25, 2001, stated "any tree removal determined Mr. Duncanson September 28, 2007 Page 2 by the City to be unavoidable, for reasons such as utility installation, storm drainage design etc. shall be replaced in -kind by the applicant." The proposed plan depicts removal of two significant trees for construction of a duplex. Based on the condition noted above, this does not appear to be an unavoidable situation, and the location of this building should be adjusted outside of the buffer in order to retain these two trees within the twenty -foot -wide buffer. 4. Process IV Condition #2 deals with required geotechnical engineering services. Please provide confirmation that the proposal for geotechnical monitoring services by Earth Consultants, Inc. has been formally accepted by the applicant. Please provide a copy of the August 17, 2007. report recommendations referenced in the proposal. 5. Process IV Condition #4 deals with the entry gate details. The gate plan deferral request is granted 6. Process IV Condition #5 deals with ROW conveyance along 2"d Avenue SW. The ROW conveyance deferral request is granted. 7. Process IV Condition #6 concerns construction easements. This issue is not deferrable, and the applicable easements must be obtained prior to approval of the engineering plans. Landscape Plan Comments — The following comments are based on review of the landscape plan prepared by Ned Gulbran dated August 30, 2007. These comments must be addressed prior to approval of the engineering plans. The proposed Type II landscaping at the south end of the property does not meet the intent of Type II landscaping under FWCC Section 22-1565(b)(2), which states Type II landscaping shall be evergreen or a combination of approximately 60% evergreen and 40% deciduous trees, with an allowable five percent variance, interspersed with large shrubs and groundcover. Submitted plans show only 18 evergreen trees in this area. In addition, the tree spacing is linear, which would be consistent with a Type III Visual Buffer landscaping. Type 11 Visual Screen landscaping uses layers of evergreen and deciduous trees to achieve visual screening of the use from the adjacent residential zone. Additional trees must be added to the planting area to achieve screening and related evergreen based calculations. 2. Provide a typical layout for the ground cover. The sword fern is not approved as a shrub for the Type II planting area. It can be added as a perennial, but will not be counted as a shrub. When resubmitting revised plans, please submit three (3) copies of the Grade and Fill permit plans and four (4) copies for the Engineering plans. Resubmitted items must be accompanied by the enclosed resubmittal information form. I can be reached at 253-835-2642 if you have any questions about this letter. Sincerely, "- rr Deb Barker Senior Planner enc: Resubn ittal Information Form c: Kevin Peterson, Engineering Plans Reviewer 07-104831 Doc.I D.42541 Client#' 71540 wU1kM00v _ACORDrrr CERTIFICATE OF LIABILITY INSURANCE 1011o10 ' PR.OV000R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bratrud Middleton Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Brokers, Inc.-Tac General ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1201 Pacific Ave, Suite 1000 f 1 Tacoma, WA 98402 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA: Continental Casualty Company Looker & Associates, Inc. INSURER B: Transportation Insurance Company 5625189th St E INSURER C: Puyallup, WA 983757203 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE VNSURED NAMED ABOVE FOR THE POLICI ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TH MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, E POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICYEXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER O TE MMIDDM! O MIfDOIYY A GENERAL LIABILITY 2D91645697 12101/06 12101/07 X COMMERCIAL GENERAL LIABILITY LLAI MS MADE Fx� OCCUR X PD Ded:1,000 GEnrL AGGREGATE LIMIT APPLIES PER: POLICY x JE PRO- DLOC B AUTOMOBILE LIABILITY 20228B2079 12/01106 12101107 X ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON-OWNEDAUTOS GARAGE LIABILITY ANY AUTO B EXCESSI1IMBRELLA LIABILITY 2022882115 12/01/06 12/01/47 X_ OCCUR CLAIMS MADE HDEDUCTIBLE x RE7EN170N S 10000 WORKERS COMPENSATION AND WA Stop Gap A EMPLOYERS' LIABILITY 2091645697 12101/06 12101107 ANY PROPMETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? 11 ye5, de$cribeunder $PECIAL P.70VISIONS Uq— A OTHER Installation 2022882034 12/01106 12101/07 Floater DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS RE: Job No. 7052 - POWHOOM-COTTAGES WEST, Federal Way, WA; Village Green LLC Powell Home Builders and the City of Federal Way are additional Insureds per attached endorsement PERIOD INDICATED. NOTWITHSTANDING 3 CERTIFICATE MAY BE ISSUED OR KCLUSIONS AND CONDITIONS OF SUCK LIMITS EACH OCCURRENCE S1 000 000 DAMAGE TO RENMD 5200000 MED EXP(Anyune Pr60n) S15000 PERSONAL & ADV INJURY $1 000 000 GENERALAGGREGATE 52 0O0 000 PROOUCTS - COMPIOPAGG $2 000 000 COMBINED SINGLE LIMIT S1,000,000 (Ea accident) BODILY INJURY S (Per person) BODILY INJURY S (Per accident) PROPERTY DAMAGE S (Per accident) AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC S S AUTO ONLY: AGG EACH OCCURRENCE S3 000 000 AGGREGATE $$ 00a 000 S S S Vr�CSTATU- OTH• E.L. EACH ACCIDENT 51,000,000 E.L.D*FV= E.EAEMPLOYEE S1,000,000 E.L. DISEASE. -POLICY LIMIT S1 ,000,000 $100,000 Limitl$500 Died SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Village Green LLC DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 41;_ DAYS WRITTEN PO Box 98309 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Puyallup, WA 98375 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. _. AE�U/TT�HOR12ED RE RESENrATI V-EE ..¢� ACORO 25 (2001108) 1 of 2 #S1941841M155200 JZM00 © ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SIJBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or. alter the coverage afforded by the policies listed thereon. ACORD 25-5 (2001/08) 2 of 2 #S194184/M155ZU0 C N A G-17957-G (Ed. 01/01) IMPORTANT: THIS ENDORSEMENT CONTAINS DUTIES THAT APPLY TO THE ADDITION. INSURED IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT. SEE PARAGRAPH C.I. + THIS ENDORSEMENT FOR THESE DUTIES. ALSO, THIS ENDORSEMENT CHANGES THE CONTRACTUAL LIABILITY COVERAGE Wl' RESPECTS TO THE "BODILY INJURY" OR "PROPERTY DAMAGE" ARISING OUT OF TI "PRODUCTS -COMPLETED OPERATIONS HAZARD". SEE PARAGRAPH B.3. OF TF ENDORSEMENT FOR THIS COVERAGE CHANGE, THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S SCHEDULED AND BLANKET ADDITIONAL INSURED ENDORSEMENT WITH LIMITED PRODUCTS -COMPLETED OPERATIONS COVERAC This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Designated Project: As required by written contract. (Coverage under this endorsement Is not affected by an entry or lack of entry in the Schedule above.), A. WHO IS AN INSURED (Section II) is amended to include as2an The Limits of Insurance applicable to the additional insu insured any person or organization, including any person or are those specified in the written contract or writ organization shown in the schedule above, (called additional agreement or in the Declarations of this policy, whicheve insured) whom you are required to acid as an additional insured less. These Limits of Insurance are inclusive of, and no on this policy under a written contract or written agreement; but addition to, the Limits of Insurance shown in the written contract or written agreement must be: Declarations. 3. The coverage provided to the additional insured by 1. Currently in effect or becoming effective during the term of endorsement and paragraph f. of the definition of "insu this policy; and contract" under DEFINITIONS (Section V) do riot apply " "property dama bodily injury" or "property damage' arising out of 2. Executed prior to the `bodily injury, 9e or „products -completed operations hazard' unless required "personal and advertising injury". the written contract or written agreement. When covers B. The insurance provided to the additional insured is limited as does apply to "bodily injury" or "property damage' ari. follows: out of the "products -completed operations hazard" s 1. That person or organization is an additional insured solely coverage will not apply beyond: for liability due to your negligence specifically resulting from "Your work' for the additional insured which Is the subject of the written contract or written agreement. No coverage a. The period of time required by the written contrac applies to liability resulting from the sole negligence of the written agreement; or additional insured. b. 5 years from the completion of "your work" on project which is the subject of the written contract written agreement, whichever is less. G-17957-G Page 1 of 2 (Ed. 01 /01) 4. The insurance provided to the additional 'insured does not apply to "bodily injury;, "property damage," or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including: a. The preparing, approving, or falling to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and f specifications; and G-17957-G (Ed.01/01) (2) Tender the defense and indemnity of any clairr "suit" to any other insurer which also has insurai for a loss we cover under this Coverage Part; an, (3) Agree to make available any other insurance wt the additional insured has for a loss we cover un this Coverage Part. We have no duty to defend or indemnify an additic insured under this endorsement until we receive writ notice of a claim or "suit" from the additional insured. b. Supervisory, or inspection activities performed as part of any related architectural or engineering activities. 2. Paragraph 4.b. of the Other Insurance Condition is dele and replaced with the following: C. As respects the coverage provided under this endorsement, SECTION IV — COMMERCIAL GENERAL LIABILITY 4' CONDITIONS are amended as follows: 1. The following is added to the Duties In The Event of Occurrence, Offense, Claim or Suit Condition: e. An additional insured under this endorsement will as soon as practicable: (1) Give written notice of an occurrence or an offense to us which may result in a claim or "suit" under this insurance; G-17957-G (Ed. 01 /01) Otherinsurance b. Excess Insurance This insurance is excess over any other insura: naming the additional insured as an insu whether primary, excess, contingent or on . other basis unless a written contract or writ agreement specifically requires that this insurai be either primary or primary and noncontributing. Page 2 of 2 I A% DUNCANSON Company, Inc. August 31, 2007 DC198480 Mr. Kevin Peterson City of Federal Way 33325 — 8ch Avenue South P.O. Box 9718 Federal Way, WA 98063-9718 Subject: Resubmittal of Cottages West 05-102202-00-EN Dear Mr. Peterson: We have completed revisions of our plans per your email, dated July 30, 2007, and our response to each item addressed in that email is as follows: Sheet C1.0: - General Note #6: The days/times should be revised to read 7 AM to 8 PM, Monday through Friday, and 9 AM to 8 PM Saturday. The note has been revised accordingly. We have also completed revisions of our plans per Deb Barker's review comments memo, dated July 30, 2007. Our response to each item addressed in that review comments memo is on the following pages: PROCESS III CONDITIONS OF APPROVAL ARE SUMMARIZED AS FOLLOWS. 1. Prior to issuance of a building permit, final grading, site and landscape plans are subject to the city's review and approval in order to determine the following: a) Final locations and design of site rockeries, retaining wall and fencing. Slope walls above the storm pond are already constructed (see plan sheets C1.11 and C1.13), but no rockeries or additional retaining walls are anticipated. See landscape plans for fence locations. b) Final location and or design of benches, common garden areas, exercise stations and related accessory pedestrian features. RESUBMITTED Seen ' ifg1 rawpeamaq:XOPH AUG 3 12007 CITY OF FEDERAL WAY CIVIL ENGINEERING BUILDING DEPT. I Mr. Kevin Peterson 08/30/07 Page 2 c) Compliance with perimeter tree retention requirements which may require modification to project plans, tree preservation techniques or in -kind replacement of significant trees within a 20 foot site perimeter. See response to comment "OTHER COMMENTS: Sheet C1.11 & C1.12" below. Staff Comments: Grading plans (C1.2) depict grading and clearing limits to establish building pads for the future units. Landscape plans depict location of street trees. However, no information about rockeries, retaining walls, fencing, tree retention, tree preservation and significant trees in contained in the EN application packet. 2. CPTED checklist shall be submitted. Staff Comments: Note that a CPTED checklist unsigned and undated is contained in the EN file — this condition has been met. This condition has been met. HEARING EXAMINER PROCESS IV CONDITIONS OF APPROVAL ARE SUMMARIZED AS FOLLOWS: 1. The Hearing Examiner repeated the above noted Process III conditions of approval. Noted. 2. Prior to issuance of building permit, applicant shall obtain services of qualified geotechnical engineers and submit scope of work for supplemental geotechnical engineering services. Proposal for supplemental geotechnical engineering services is enclosed (Earth Consulting Incorporated, proposal dated 08/17/07). 3. Prior to issuance of a building permit, applicant shall: A. Execute drainage release. A copy of the recorded "Drainage Release Covenant and Easement for Ingress and Egress to Inspect and Monitor Surface Water Drainage Facilities" is enclosed. This condition was imposed on the Plat of Tuscany Woods since the drainage facility was constructed with that project. Mr. Kevin Peterson 08/30/07 Page 3 B. Release City from any maintenance or repair responsibility. The City is released from any maintenance or repair responsibility per language contained within the aforementioned enclosed easement. C. Establish operation and maintenance manual. The aforementioned enclosed easement references the operations and maintenance manual approved under 01-103235-EN. D. Grant ingress easement to city. A copy of the recorded "Drainage Release Covenant and Easement for Ingress and Egress to Inspect and Monitor Surface Water Drainage Facilities" is enclosed. Grading plans (C1.2) depict grading and clearing limits to establish building pads for the future units. In order for these plans to be approved, the applicant must indicate how the Process IV conditions of approval issued June 25, 2001 are met. The conditions are summarized as follows: 4. Prior to issuance of a building permit, applicant shall submit design specification for the proposed security gate at 2" `' Avenue SW. We request that submittal of design specifications for the security gate be deferred until the building permit application for the actual buildings onsite. 5. Prior to issuance of a building permit applicant shall convey to the city proposed ROW along 2" d Avenue SW abutting the site. A Worksheet for Statutory Warranty Deed is enclosed, however, we request that the dedication be deferred until the building permit application for the actual buildings onsite. 6. Applicant shall obtain easements for construction and grading as well as vehicular and pedestrian access over Village Green site. We request that this condition be deferred until the building permit application for the actual buildings onsite. 7. Prior to CO, all frontage improvements along 2nd Avenue SW shall be completed. Noted. Mr. Kevin Peterson 08/30/07 Page 4 8. Prior to issuance of any building permits for the project, the applicant shall pay any traffic impact fees, as adopted by the city and applicant at that time based on ordinance. Per discussions with both Deb Barker and Sarady Long: traffic impact fees and a concurrency application are not required. Staff Comments: Conditions #1 through 6 and 8 are relevant for the proposed application. The applicant must demonstrate how these conditions have been met before the EN can be approved. OTHER COMMENTS: Sheet C1.2: - The clearing limits are missing on the south side of the project. Clearing limits are shown on the south side of the project accordingly. - Revise clearing limits to avoid steep slope areas as noted on the red line site plan. We have revised the clearing limits on the enclosed revised plans in an effort to meet this requirement since the redlined plans were not made available in time for this resubmittal. - Show significant tree information on civil plans. A significant tree retention plan is included in the civil plans — plan sheet C1.14. Sheet C1.11 & C1.12: - Show the existing improvements installed in conjunction with Tuscany Woods, and identify impacts or changes to those improvements, including impacts to existing landscaping, retaining walls, etc. Existing Tuscany Woods improvements are shown on plan sheets C1.11, C1.12 and C1.13 — retaining walls, ponds and stormwater pipes were constructed. Some trees located within the Cottages West 20' Type II Perimeter Landscape Buffer have already been removed due to conflicts with necessary Tuscany Woods construction, as follows: ■ trees in the vicinity of Lots 10 and 11 of the Tuscany Woods development removed in order to stabilize the slope, and • trees along the northern and eastern property lines of the Cottages West development removed for utility construction. Mr. Kevin Peterson 08/30/07 Page 5 Five trees located within the Cottages West 20' Type II Perimeter Landscape Buffer will also have to be removed due to conflicts with necessary Cottages West construction, as follows: two trees along the eastern property line and three trees along the southern property line. Removal of these five trees is mitigated by retention of excess significant trees overall, as calculated on plan sheet C1.14: 154 proposed significant trees to be retained - 128 significant trees required to be retained 26 retained significant trees in excess of requirement Disturbed buffer areas will be landscaped with new plantings per the landscape plans. Sheet L2: - Depict project limits at the south property line. Project limits shown on landscape plans accordingly. We have also completed revisions of our plans per your cover letter, dated August 1, 2007. Our response to each item addressed in that cover letter is on the following pages: Please note Item No. 8 of the Hearing Examiner's Process IV Condition of Approval regarding traffic impact fees. On January 1, 2007, the City implemented a Concurrency Ordinance for analyzing traffic impacts for development activity. The Concurrency Ordinance requires a Concurrency Application be submitted for certain development permits, which for this project will be associated with the individual Building Permits. Based on the number of individual buildings associated with this project, the Public Works Department determined that it would be most expeditious and cost-effective to apply for concurrency for all of the buildings under a single concurrency application. The enclosed materials provide information on the concurrency process and include a concurrency application for use at such time as the applicant submits for building permits. Per discussions with both Deb Barker and Sarady Long: traffic impact fees and a concurrency application are not required. Mr. Kevin Peterson 08/30/07 Page 6 Please, give me a call if you have any questions or comments. Sincerely, Duncanson Company, Inc. Harold Duncanson President Enclosures EARTH CONSULTING INCORPORATED ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections August 16, 2007 Mr. Todd Powell Powell Homes P.O. Box 98309 Des Moines, Washington 98138 PROJECT UPDATE AND COMPILATION OF PREVIOUS WORK COTTAGES WEST SENIOR HOUSING CONDOMINIUMS SOUTHWEST 352ND PLACE AND 2ND PLACE SOUTHWEST DES MOINES, WASHINGTON ECI Project No. E-9163-8 Reference: Earth Consulting Incorporated, Geotechnical Engineering Study, July 6, 2000. Dear Mr. Powell: As requested, Earth Consulting Incorporated (ECI) is pleased to present this letter providing an update of the proposed project and a compilation of our previous work. We previously prepared the above -referenced geotechnical engineering study and additional response letters for this project. PROJECT DESCRIPTION The project description in the referenced geotechnical engineering study included the proposed construction of 38 senior housing units on the eastern portion of the site and 23 single-family residences on the western portion of the site. The stormwater was proposed to be routed to an infiltration pond on the northeastern portion of the project. The western portion of the site has since been developed as the Plat of Tuscany. A functioning, two -celled settlement pond has been constructed at the northwest portion of the Cottages West site, and a functioning infiltration pond has been constructed at the north end of the Cottages West site. We understand that 37 senior housing units with associated asphalt drives are planned for the current Cottages West site. RESUBMITTED 1805 136", Place Northeast #201 - Bellevue, WA 98005 - (425) 643-3780 - Fax (425) 7419-VAe eci@eci-mti.com - www.eci-mti.com CITY OF FEDERAL. WAY BUILDING DEPT. PRQJECT UPDATE August 16, 2007 SITE CONDITIONS E-9163-8 At the time of our geotechnical engineering study for the subject project, the site was vacant and vegetated with evergreen and deciduous trees and associated underbrush. Since the time of our study, the development of Tuscany was completed along the west portion of the site, two stormwater control ponds was constructed at the north eastern portion of the site, a retaining wall was constructed to the west of the settlement pond, and a gravel road was constructed through the eastern portion of the site. The remaining portions of the site have remained undisturbed. PREVIOUS WORK The following is a list of previous work conducted by ECI for the subject site following the reference geotechnical engineering study. The documents are referenced in bold and a list of changes or additions to the referenced study follow. For detailed information, refer to the subject document attached to this letter. Response to Review Comments, October 20, 2000 • Completed elevation corrections to site plan and logs Response to Second Technical Review Comments, December 21, 2000 • Excavated an additional 11 test pits across the site and drilled two borings in the area of the proposed infiltration pond • Updated the site plan • Included rockery guidelines Response to Third Technical Review Comments, March 14, 2001 • Recommended structural fill compaction of 95 percent in roadways and utility backfill per the city standard • Included slope fill recommendations Recommended cast in place or ultra block retaining wall verses a rockery for the west side of the settlement pond Slope and Foundation Recommendations, Plat of Tuscany Lots 11 and 12, March 30, 2001 • Included recommendations for grading and retaining the slope area between Lots 11 and 12, and the settlement pond RESUBMITTED ■ Included building setback recommendations for Lots 11 and 12 Novo 9 'zoo7 FARM CONSULMNG INCORPORATED CITY OF FEDEME WAY BUILDING DEPT. PROJECr UPDATE E-9163-8 August 16, 2007 Infiltration and Sediment Pond Recommendations, November 30, 2001 i Included recommendations for lining the settlement pond ADDITIONAL RECOMMENDATIONS Seismic Design - Ground Motion Response The International Building Code (IBC) regulations contain a static force procedure and a dynamic force procedure for design -base shear calculations. Based on the encountered soil conditions, it is our opinion Site Class C, "Very dense soil or soft rock," as defined in Table 1615.1.1 of the IBC, should be used to characterize the site soils. In accordance with section 1615.1.2 of the IBC, Sms =1.169 and Sm1 = 0.553. We trust this information meets your needs. If you have any questions, please call. Respectfully submitted, EARTH CONSULTING INCORPORATED I A 41�lj Steve J. Scharf Senior Staff Geologist SJS/KM 1skp Kristina M. Weller, PE Principal Attachments: Appendix A, Infiltration and Sediment Pond Recommendations, November 30, 2001 Appendix B, Slope and Foundation Recommendations, Plat of Tuscany Lots 11 and 12, March 30, 2001 Appendix C, Response to Third Technical Review Comments, March 14, 2001 Appendix D, Response to Second Technical Review Comments, December 21, 2000 Appendix E, Response to Review Comments, October 20, 2000 Appendix F, Geotechnical Engineering Study, July 6, 2000 "ESUBMITTED Nov 0 9 2pp7 EARTH CONSULTING INCORPORATED CITY OF- FEDEANNAY BUILDING DEPT. EARTH CONSULTING INCORPORATED ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections August 17, 2007 Mr. Todd Powell Village Green, LLC PO Box 98309 Des Moines, Washington 98198 PROPOSAL FOR GEOTECHNICAL MONITORING SERVICES COTTAGES WEST SOUTHWEST 252ND STREET AND 2ND AVENUE SOUTHWEST FEDERAL WAY, WASHINGTON Proposal No. PR-9163-8 Dear Mr. Powell: As requested, Earth Consulting Incorporated (ECI) is pleased to submit this proposal to provide geotechnical construction monitoring services at the site. ECI previously prepared an updated geotechnical engineering study E-9163-8, dated August 16, 2007, for this project. Our scope of services is outlined in this proposal for your review and subsequent approval. PROJECT DESCRIPTION We understand it is planned to develop the site with 37 senior housing units with associated asphalt drives. SCOPE OF SERVICES The scope of our geotechnical construction monitoring services will include the following: • Laboratory testing of planned structural fill materials • Field density testing of structural fill • Monitoring the excavation of the new foundation footings • Verifying bearing conditions of the foundation footing and slab subgrades • Monitoring other geotechnical aspects of the construction phase RESUBM17 EC;, Please notify us if you require a change in the scope of our services. AUG 3 12007 CITY OF FEDERAL W; BUILDING DEPT. 1805 1361h Place Northeast #201 - Bellevue, WA 98005 • (425) 643-3780 • Fax (425) 746-0860 eci@eci-mti.com 9 www.eci-mti.com Page 1 of PROPOSAL FOR GEOTECHNICAL MONITOR M SERVICES August 17, 2007 PROJECT APPROACH PR-9163-B Our construction monitoring services will be provided using an experienced field technician. A project manager from our office will periodically monitor our field technician's work, review field data, and be available to answer questions. Upon completion of our work, we will submit a written final report summarizing our observations. A preconstruction meeting should be held with representatives from the owner, designers, contractors, and ECI to discuss and familiarize all parties with the construction sequence, schedule, and requirements. FEE ESTIMATE Our fee for the above services and the terms under which our services are offered will be on a time and materials basis, in accordance with the attached Standard Fee Schedule and Professional Services Contract which are made a part of this agreement. The total amount of our services will be dependent on the construction schedule, which may be impacted by weather, design changes, and other factors beyond our control. if the contractor is able to complete the aspects of the project more rapidly than estimated or if some of our construction monitoring services can be performed concurrently, thereby reducing the number of site visits, there will be an appropriate cost savings. However, if our services are required over a longer period, then our fees may be greater. Our fees include the on -site services of a senior -level field technician, associated laboratory testing, project reports, a final report, and normal project management. Normal project management is defined as one to two hours of project manager, associate principal, or principal level review per week. Invoices for our work will be submitted on a bimonthly or monthly basis. Payment of services performed under this contract acknowledges acceptance of all terms and conditions of this agreement, including the attached Standard Fee Schedule and Professional Services Contract. REQUESTED ASSISTANCE AND PROJECT LOGISTICS To enable ECI to proceed with our work, we request the following: ■ Signed contract (this document) • Site contact and design team contacts • Available geotechnical and environmental information (if any) Copy of the approved plans for the project EARTH CONSULTM INCORPORATED Page 2 of 3 PROPOSAL FOR GEOTECHNWAL MONfFOFW%G SERVICES August 17, 2007 CLOSUREIAUTHORIZATION PR-9163-8 Please review the scope and assumptions presented in this proposal. Should you have any questions or comments or should you wish to amend the scope, please contact the undersigned at (425) 643-3780. All services will be conducted in accordance with this proposal and our terms and conditions. To initiate services, please complete and return the attached Proposal Acceptance Agreement and Professional Services Contract forms. Our proposal and fee schedule will remain valid for 60 days from the date of this proposal; upon 60 days, we reserve the right to adjust the proposal and fees. Our terms are net in 30 days from invoice date. The opportunity to submit this proposal and to be of service to you is appreciated. If you have any questions, please call. Respectfully submitted, EARTH CONSULTING INCORPORATED Kristina M. Weller, PE Principal IIMMin T Attachments: Proposal Acceptance Agreement Standard Fee Schedule Professional Services Contract EARTH CONSULTING INCORPORATED Page 3 of 3 cp EARTH CONSULTING INCORPORATED PROPOSAL ACCEPTANCE AGREEMENT GEOTECHNICAL CONSTRUCTION MONITORING SERVICES COTTAGES WEST SOUTHWEST 252ND STREET AND 2ND AVENUE SOUTHWEST FEDERAL WAY, WASHINGTON CONFIRMATION OF BILLING INFORMATION Invoices will be charged and mailed to the account of: Attention: Address: City: State: Phone: Fax: Does your company require a purchase order number on our invoice? No. CONFIRMATION OF PROJECT INFORMATION Permit No. Project No. Job Site Phone: Job Site Fax: PLEASE ISSUE REPORTS TO THE FOLLOWING PARTIES: August 17, 2007 Zip Code: Company Name: Contact: Address: City: State: Zip Code: E-mail: No. of Copies: Company Name: Contact: Address: City: State: Zip Code: E-mail: No. of Copies: rev 6/4/07 Page 1 of 1 ECI Proposal No. PR-9163-8 cp EARTH CONSULTING INCORPORATED STANDARD FEE SCHEDULE Geotechnical Engineering, Special Inspection and Materials Testing, Environmental Services Professional Engineering Staff and Support Principal................................................................................................................................................................. $ 160/hour AssociatePrincipal................................................................................................................................................ $ 140/hour Senior Project Manager......................................................................................................................... $ 115/hour ProjectManager..........................................................................................,......................................................... $ 105/hour Project Enginser/GeologisUEnvironmentalSeienust........................................................................... ...... ...... .... $ 95/hour Senior Staff Engineer/Geologist/Environmental Scientist...................................................................................... $ 85/hour Staff Engineer/Gedogisfi/Environmental Scientist. ................................................................................................. $ 80/hour TechnicianSupervisor........................................................................................................................................... $ 75/hour SenlorTechniclan.................................................................................................................................................. $ 65/hour Technician............................................................................................................................................................. $ 55/hour Draflsperson..........................................................................................................................................._............. $ 75/hour ProjectAssistant................................................................................................................................................... $ 49/hour Inspection Services & Quality Control ProjectManager.................................................................................................................................................... $ 75/hour Field Inspector (concrete, Pre-stresslPost-tensioned Concrete, Stwural Masonry, Shotcrete, Lateral Frame, Batch Plant) .................. $ 52/hour Structural Steel/Fireproofing.................................................... ........................ $ 65/hour Non -Destructive Testing Services NDT Inspector (Ultrasonic, Magnetic Particle, Dye Penetrant)...................................................................... $ 85/hour Metallic Surface Coatings (Paint or Intumescent Fireproofing)...................................................................... Quote Radiographic............................................................................................................................................... Quote Special Services Coring/SaWng Operator& Equipment.......................................................................................................... S 85/hour PachometerSurvey, per hour.. ..................................................................................................................... S 90/hour AnchorPull Test, per hour........................................................................................................................... $ BO/hour Floor Moisture Vapor Emission Testing....................................................................................................... $ 45 + hdy FloorFlatness Survey.................................................................................................................................. S 90/hour Mobil ization/Demobilization (on -site laboratory)............................................................................................ Quote Out -of -Town Subsistence and Travel.................................................................................................................... Cost+ 15 % Support Services SamplePick-up............................................................................................................................................ Quote Mileage.................................................................................................................................................................. $ 0.60/miie Outside Services, Subcontractors, and Expenses................................................................................................. Cost + 15 % Court Appearance/Depositions Legal Testimony and Preparation .......... ............................................................................ „................. 2.0 Times the Standard Rate Evidence Storage (per month)...................................................................................................................... $ SO/Month Concrete Compression Test, 4x8/6x12 Cyllnder...................................................................................................C39` $ 20/unit Compression Test, Gunite/Shotcrete Panels, 4 Cut Cores per Panel (set) ............................................. C42 $ 200/unit Compression Test, Lightwelght Concrete Fill ........................................................................................ C495 $ 20/unit Compression Test, Nigh Strength/Non-Shrink Grout Cubes...............................................................C1107 S 20/unit Concrete Flexural Test, 6x6x18 (Modulus of Rupture)...................................................................C293/C78 $ 100/unit Splitting Tensile Strength......................................................................................................................C496 S 60/unit Unit Weight, Lightweight Concrete Fill.................................................................................................. C495 $ 50/unit GARTH CONSULTING WCO IIIzORATED Page 1 of 2 Tel: (425) 643-3780 1805136th Place Northeast, Suite 201 rev 5/30/07 Fax: (4251 746-0860 Bellevue, Washinaton 98005 Toil Free: 1-888-739-6670 Masonry AbsorptionTest, BrIck............................................................................................................................C67 $ 40/unit Composite Prism (under 400,000 Ibs), Half -Size w ex8...................................................................... E447 $ 95/unit CompressionTest, Brick........................................................................................................................ C67 $ 30/urdt Compression Test, Cores (includes sample preparation)........................................................................C42 $ 60/unit CompressionTest, Grout...................................................................................................................C1019 $ 20/unit Compression Test, Mortar 2x4 Cylinder UBC.......................................................................................C780 $ 20/unit Unit Weight & Absorption, Block...........................................................................................................C140 $ 40/unit Steel Tensioncalibrator......................................................................................................................................... $ 80/unit Spray Applied Fireproofing Density Tests.................................................................................. ASTM E602 $ 60/unit Spray Applied Fireproofing Cohesion/Adhesion Tests............................................................... ASTM E726 $ 60(unit Aggregates/Soils Absorption Test, Coarse Aggregate......................................................................................................C127 $ 25/unit Absorption Test, Fine Aggregate..........................................................................................................C128 $ 25/unit Clay Lumps and Friable Particles.........................................................................................................C142 $ 85/unit CleannessValue.......................................................................................................................................... $ 95/unit CrushedParticles, Percent........................................................................................................................... $ 110/unit Durability Index, Coarse Aggregate.................................................................................................... D3744 $ 9Wuntt Durability Index, Fine Aggregate..........................................................................................D3744/CTM227 $ 70/unit Los Angeles Rattler (Abrasion)................................................................................. C131 or C535/CTM205 $ 150/unit Mortar Making Properties of Fine Aggregates.......................................................................... C87/CTM229 $ 550/unit Organic Impurities in Sand......................................._............................................................... C40ICTM229 $ 40/unit Sodium Sulfate Soundness (per size traction)......................................................................... C88ICTM211 $ 70/unit Specific Gravity, Fine Aggregate..........................................................................................................C128 $ 50/unit Specific Gravity, Coarse Aggregate......................................................................................................C127 $ 40/unit Unit Weight (per cubic foot) Voids in Aggregate..................................................................................... C29 $ 50/unit PetrographicAnalysis................................................................................................................................... Quote Sieveanalysis......................................................................................................................................C136 $ 80/unit Proctor............................................................................................................................................... D1557 $ 195/unit Asphalt Concrete Extraction, % Asphalt (including Aggregate Gradation) ......................................... D2172/CTM310/CTM382 $ 250/unit FilmStripping .............................. .................................................................................................... CTM302 $ 65/unit Hveem Stability & Unit Weight.................................................................... D1560/D2726/CTM304/CTM366 $ 250/unit Marshall Stability, Flow & Unit Weight (3 specimens) ..................................... D1559/M26/AASHTO T245 $ 175/unit Matamum Theoretical Unit Weight (Rice Specific Gravity)....................................................D2041/CTM305 $ 140/unit PercentSwell..................................................................................................................................CTM308 $ 80/unit Unit.Welght Compacted Sample or Core (Bulk Specific Gravity) ..........................................D2726/CTM308 -.:. $ 140(unit Unit Weight Sample Requiring Compaction ................................ D1559 or D1560/D2726/CTM304/CTM308 $ 115/unit `ASTM Designation or Other Method Used NOTES: 1. A four-hour minimum charge applies to matedafs testing and inspection and a two-hour minimum charge applies to geotechnlcal technician visits. 2. All visits wltl be bided on a podaMo-portal basis unless specifically rioted otherwise. 3. Work performed before 7 a.m. and after 5 p.m. oron weekend and holidays will be billed at 1.5 times the posted billing rate. Biffing and Payment Client shalt pay Consultant. In accordance with the schedule of Sees or charges as shown in the Proposal or this fro schedule, or for a fixed price, as may k agserd upon. Consultaol will submit to Client layafcas for the batamc dm which shall be due artd payable imutediately upon subuafssimn. If G'llent objects to all or any portion of any invoice, Client will so notify Coaauttant in writing within 14 calendar days of ih- involca date, idtetiry the cause of disagteemea4 and imnxdiatesly pay that portion of thz invoice not in dispute. in the ahscnea of written notification desaibed above, the balance as stated as the invoice shall be deetnad accepted. Invoices arc delinquent if payment bes not teen received within 30 days from data of Invoice, in such evenk Client shall pay an a4ditiona3 :barge of 1.5 percent per month (or the ma7Limum percentage allowed by law, whichever is lower) on any delinquent amount. Paymat tbet afta wit] First be applied to accrued interest and then to the principal unpaid astwunt- CandUltaAt shall be entitled to recover far all staff Lima span; and expenses incutsed (inclttding any attorney's foes) in connection with collection of any delinquent amount GARTH CONSLA.TNG INCCR?1 O 7pTED Page 2 of 2 Tel: (4251 643-3780 1805 136th Place Northeast, Suite 201 rev 5/30/07 Fax: (4251 746-0860 Bellevue. Washington 98005 Toll Free: 1-888-739-6670 EARTH CONSULTING INCORPORATED ECI JOB NUMBER 9163-Bx PAGE 1 OF 2 rev E14/07 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections PROFESSIONAL SERVICES CONTRACT THIS AGREEMENT is made and entered into effective this Date by and between Village Green, LLC (CLIENT) and Earth Consulting incorporated (CONSULTANT) and is made with reference to the following facts and objectives: RECITALS: WHEREAS, CLIENT intends to have CONSULTANT provide geotechnical monitoring services for the Cottages West at Southwest 252M Street and 2nd Avenue Southwest in Federal Way, Washington (Project). NOW, THEREFORE, In consideration of their mutual covenants, CLIENT and CONSULTANT herein agree, in respect of the performance of professional services by CONSULTANT and the payment for those services by CLIENT, as set forth below. I. SCOPE OF SERVICE. The services to be performed by CONSULTANT under tltis Agreement are described In the Proposal attached hereto, and Incorporated herein by this reference as though #oily set forth. Any estimated quantities contained in the Proposal are estimates only and CLIENT agrees that CONSULTANT is entitled to payment for reasonable services rendered in excess of the estimated quantities and/or cost figures as described in the Proposal. II, PAYMENTS TO CONSULTANT. CLIENT shall pay CONSULTANT for the services rendered hereunder In accordance with the fee and payment schedule attached hereto as the Standard Fee Schedule. CONSULTANT shall submit monthly statements for services rendered and for reimbursable expenses incurred. Administrative and/or management time for report review and preparation, schedule changes, and other project related activities will be added to the lnspectors/technician's time. All monthly statements submitted to CLIENT shall be due and payable at the time of the billing unless otherwise specified in this Agreement. if CLIENT fails to pay CONSULTANT within 30 days after receipt of monthly statements for services rendered and for reimbursable expenses incurred, CLIENT agrees to pay one and a half percent interesk per month until the monthly statements are paid in full. CLi ENT further agrees that nonpayment of monthly statements beyond a 75 day period constitutes a material breech of this Agreement with the exception of reasonably disputed amounts that upon written notice from CONSULTANT, the duty, obligations, and responsibilities of CONSULTANT under this Agreement are terminated. In such event CLIENT shall promptly pay CONSULTANT for all fees, charges, and services as outlined in the Proposal provided by CONSULTANT up to tha date of termination. Ill. SERVICES. CONSULTANT will act for CLIENT in a professional manner, using that degree of care and still ordinarily exercised by and consistent with the standards of the professional practicing In the same or similar locality of the Project site. CONSULTANT makes no warrar:ty, either expressed or implied, as to its findings, recommendations, specifications, or professional advice. CONSULTANT will provide only those services that, In the option of CONSULTANT, lie within the technical and professional areas of expertise of CONSULTANT as set forth in the Proposal and which CONSULTANT is adequately staffed and equipped to perform. CLIENT shall request in writing if CLIENT desires CONSULTANT to provide services outside of the scope of services described In the Proposal attached hereto. CONSULTANT shall advise CLIENT in writing of any services that lie outside the technical and professional expertise of CONSULTANT. IV. SAMPLE DISPOSAL. Unless otherwise agreed to In writing, samples removed from Project by CONSULTANT to Its laboratory will, upon completlon of testing, be disposed of by CONSULTANT. CLIENT further agrees the cost for disposal of Hazardous Materials to include the characterization costs shall be borne by CLIENT. In addition, drill cuttings or wastewater generated during geotechnical or environmental site assessment or environmental site characterization shall be drummed and left on the Project site. If CLIENT needs to have the soil cuttings or drums of rinse water or purge water moved to a specific area of the Project site, CLIENT shall convey these instructions to the CONSULTANT prior to the onset of drilling or sampling activities. if CLI ENT needs to have the soil cuttings removed from the Project site and disposed of at a licensed facility, then such services shalt be performed on a time arxi materials basis, including any additional chemlcal testing required by the facility accepting the waste. if the sail cuttings contaln hazardous wastes, then CLIENT agrees to pay adcWona] costs related to testing and analyses, treatment, disposal, or destruction of these special wastes, which may include special licensed transport to a hazardous waste facility or incinerator. V. CLIENT'S RESPONSIBILITIES. CLIENT or CLIENT's authorized representatives wilt provide CONSULTANT wRh all revised and updated plans, specifications, addenda, change orders, approved shop drawings and any other Information for the proper performance of CONSULTANT pursuant to this Agreement. CONSULTANT shall not be responsible for any errors and/or omissions in the performance of CONSULTANTS work or services rendered resulting from CLIENT's fallure to provide CONSULTANT with revised and updated plans, specifications, addenda, change orders, approved shop drawings and other information for the proper performance of CONSULTANT. (CLIENT will arrange and provide access to each area in which it will be necessary for CONSULTANT to perform work). VI. INSURANCE. CONSULTANT shall secure and maintain throughout the full period of this Agreement sufficient insurance to protect it adequately from claims under applicable Workmen's Compensation Acts and from claims for bodily injury, death or property damage as may arise from the performance of seances under this Agreement. In addition, CONSULTANT she€I secure and maintain throughout the full period of Agreement sufficient Professional Liability Insurance to protect it adequately from claims arising from errors or omissions resulting from Professional Services. Vll. EXEMPTIONS OF CONSULTANTS RESPONSIBILITIES. CONSULTANT shall not be responsible for acts and/or omissions of any party or pasties involved in the design of the Project or the failure of any Contractor or Subcontractor to construct any aspect of the Project in accordance with the contract documents, or in accordance with recommendations contained In any correspondence or written recommendations issued by CONSULTANT. CONSULTANT is not authorized to revoke, alter, relax, enlarge or release any requirement of the Projects specifications or other contract documents, nor to approve or accept any portion of the work, unless specifically authorized in writing by CUIErNT or his authorized representative. CONSULTANT shall not have the right of rejection or the right to stop work, except for such periods as may he required to conduct sampling, testing, or inspection of operations covered by this Agreement. CONSULTANT shall not be Ifable for damages resulting from the actions or inactions of any governmental agencies, including but not limited to, permit processing, environmental Impact reports, governmental building inspections, dedications, general plans and amendments thereto, zoning matters, annexations or consolidations, use or conditional use pemnits and/or building permits. 1805 136th Place Northeast, Suite 201 9 Bellevue, Washington 98005 9 (425) 643-3780 9 Fax (425) 746-0860 EARTH CONSULTING INCORPORATED ECI JOB NUMBER 9163-OX PAGE 2 OF 2 rev 6/4107 Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections VEIL, CHANGES IN SCOPE OF WORK CLIENT, without invalidating this Agreement, may order changes in tha scope or Character of services and/or work performed by CONSULTANT, either decreasing or increasing the amount of CONSULTANT's work or services. All such changes in the work artdlor services performed by CONSULTANT shall be authorized by a written change order signed by CLIENT and shall be performed under the applicable terms and conditions of this Agreement CONSULTANT shall not be obligated to perform any changes in the scope or character of the work and/or services until CON SULTANTT Is In recelpt of a written change order signed by CLIENT and signed by CONSULTANT Indicating its agreement therewith. IX. UMITATION OF LIABILITY. Should CONSULTANT or any of its professional employees be found to have been negligent In the performance of its work, or to have made and breached any express or implied warranty, representation or contract, CLIENT, all parties claiming through CLIENT and all parties claiming to have in any way relied upon CONSULTANT's work, agree that the maximum aggregate amount of the liability of CONSULTANT, its officers, employees and agents shall be limited. For geotechnical and construction materials and testing services the amount of liability is limited to $25,000.00 or the total amount of the fee paid to CONSULTANT under this Agreement or the limit of any optional, CLIENT -purchased insurance, whichever amount is greater. For environmental services the amount of liability is limited to $5,000.00 or the total amount of the fee paid to CONSULTANT under this agreementor the limit of any optional, CLIENT -purchased insurance, whichever amount is lesser. X. COMPENSAT€0N FOR SERVICES RENDERED. CLIENT recognizes that the estimate noted in the Proposal (it provided) was obtained through a diligent evaluation of the contract documents and scheduled discussions with the Owner, relevant subcontractors and the general contractor. CLIENT recognizes that the services rendered herein under this contract, are schedule driven and are as mandated by the scheduling and manning of the contractor(s). Should such items, for example, as the quantity of concrete placement, field or shop steel welding schedules or masonry placernant days alter from that quoted within our proposal, CONSULTANT shall be entitled to compensation for additional services rendered. Xf. OVERTIME AND BILLING MINIMUM. CLIENT recognizes the attached Shandard Fee Schedule which outlines billing minimums for any services rendered on site. In addition, CLIENT recognizes that, on occasion, due to the schedule of the contractor or relevant subcontractors, occasional overtime will be encountered. Due to the nature of the construction business, CONSULTANT will have no notice of this until the day the said overtime occurs. CLIENT agrees to compensate CONSULTANT for such overtime. XII. LIMITATION OF SERVICES PROVIDED. The services provided pursuant to this agreement are intended solely for the use and benefit of the CLIENT as noted above. No other person or entity shall be entitled to rely on the services, opinions, recommendations, plans, or spedfications provided pursuant to this agreement without the expressed written consent of CONSULTANT. Xlll. INDEMNITY. CLIENT agrees to defend, indemnify, and hold CONSULTANT, its officers, directors, employees, agents and independent contractors harmless from any and all claims, suits or liability for personal injury, death, illness, property damage, damage to natural resources, fine or penalty arising or alleged to have arisen out of performance of CONSULTANT s work to the extent that such claims or damages were due to the negligence of the CLIENT, except to the extent due to gross negligence or Intentionally wrongful conduct of CONSULTANT. CLIENT further agrees to compensate CONSULTANT for all costs, expenses and fees reasonably Incurred in detending any such claim, including court costs and attorney's fees. In the event CLIENT shall bring any action against CONSULTANT, to the extent CONSULTANT prevails in such action, CLIENT shalt provide the same compensation. XIV. PROVISIONS SEVERABLE. The unenforceability or invalidity of any provision or provisions hereof shall not render any other provision or provisions unenforceable or invalid. Nothing in the Agreement shall relieve any party from its responsibilities under law or contract. XV. LOCATION OF AGREEMENT AND DURATION OF PROPOSAL. This agreement is governed by the laws of the State of Washington, and is entered into the County of King, City of Bellevue. The attached Proposal shall remain valid and in effect for 180 days from the date written in below. This agreement contains the entire and Integrated Agreement between CLIENT and CONSULTANT and supersedes all prior negotiations, representations or agreements, either written or oral. This agreement cannot be amended ar modified except by a written Agreement, executed by each of the parties hereto. This Agreement is covered by the laws at the state of Washington. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date first above written, at Bellevue, Washington. Consultant: Client: EARTH CONSULTING INCORPORATED Company Name Name: Kristina M. Weller, PE Name: Title: Principal Title: Date: Au Llst 17 2007 Date: (EOE/AA/MFDV) 1805 136th Place Northeast, Suite 201 • Bellevue, Washington 98005 • (425) 643.3780 • Fax (425) 746-0560 CITY OF �. Federal August 1, 2007 CITY HALL 33325 Sth Avenue South Way Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Mr. Harold Duncanson, P.E. Duncanson Company, Inc. 145 SW 155th Street, Suite 102 Seattle, WA 98166 RE: Permit No, 05-102202-00-EN; COTTAGES WEST Dear Mr. Duncanson, Enclosed are Planning Department review comments from Deb Barker, Senior Planner, in response to the June 20, 2007 submittal of plans for the above -referenced project. Please note Item No. 8 of the Hearing Examiner's Process IV Condition of Approval regarding traffic impact fees. On January 1, 2007, the City implemented a Concurrency Ordinance for analyzing traffic impacts for development activity. The Concurrency Ordinance requires a Concurrency Application be submitted for certain development permits, which for this project will be associated with the individual Building Permits. Based on the number of individual buildings associated with this project, the Public Works Department determined that it would be most expeditious and cost-effective to apply for concurrency for all of the buildings under a single concurrency application. The enclosed materials provide information on the concurrency process and include a concurrency application for use at such time as the applicant submits for building permits. If you have any questions on the planning comments, please contact Deb Barker at (253) 835- 2642, or if you have additional questions, please feel free to contact me at (253) 835-2734. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:cb Enclosure cc: Deb Barker, Senior Planner, Community Development Todd Powell, Powell Homes, PO Box 98309, Des Moines, WA 98198 Project File/KP Day File L:\CSDC\DOCS\SAVE\21554197066.DOC r 4 CITY OF Federal 'Way DATE: July 30, 2007 TO: Kevin Peterson FROM: Deb Barker 0 MEMORANDUM Community Development Services Department SUBJECT: COTTAGES WEST - (05-102202-00-EN) Planning Comments I have reviewed the submitted plans C 1.1 to C 1-13 revised date June 2007, and Landscape plans dated June 1, 2007 and have the following comments: BACKGROUND: The Cottages West project is bound by the Process Ill Conditions of Approval issued on June 25, 2001 as well as Hearing Examiner Process IV Conditions of Approval issued on April 23, 2002. These conditions contain numerous action items that must be addressed prior to issuance of any building permits, including those permits related to any grading and clearing actions. To that end, the applicant must demonstrate how the following summarized conditions are met with the proposed EN: PROCESS III CONDITIONS OF APPROVAL are summarized as follows: 1. Prior to issuance ofa building permit, final grading, site and landscape plans are subject to the city's review and approval in order to determine the f allowing: a) Final locations and design ofsite rockeries, retaining wall and fencing b) Final location and or design of benches, common garden areas exercise stations and related accessory pedestrian features. c) Compliance with perimeter tree retention requirements which may require modification to project plans, tree preservation techniquires or in -kind replacement ofsignifucant trees within a 20 foot site perimeter. Staff Comments: Grading plans (C 1.2) depict grading and clearing limits to establish building pads for the future units. Landscape plans depict location of street trees. However, no information about rockeries, retaining walls, fencing, tree retention, tree preservation and significant trees in contained in the EN application packet. CPTED checklist shall be submitted. Staff Comments. notes that a CPTED checklist unsigned and undated in contained in the EN file. This condition has been met. Pv HEARING ExANIINER PROCESS IV CONDITIONS OF APPROVAL are summarized as follows: 1. The Hearing Examiner repeated the above noted Process III conditions of approval: 2. Prior to issuance of building permit, applicant shall obtain services of qualified geotechnical engineers and submit scope of work for supplemental geotechnical engineering services. 3. Prior to issuance of a building permit, applicant shall: A. Execute drainage release B. Release City from any maintenance or repair responsibility C. Establish operation and maintenance manual D. Grant ingress easement to city Grading plans (C 1.2) depict grading and clearing limits to establish building pads for the future units. In order for these plans to be approved, the applicant must indicate how the Process IV conditions of approval issued June 25, 2001 are met. The conditions are summarized as follows: 4. Prior to issuance of a building permit, applicant shall submit design specification for the proposed security gate at 2nd Ave SW. 5. Prior to issuance of a building permit applicant shall convey to the city proposed ROW along 2"d Avenue SW abutting the site. 6. Applicant shall obtain easements for construction and grading as well as vehicular and pedestrian access over village Green site. 7. Prior to CO, all frontage improvements along 2"d Ave SW shall be completed. 8. Prior to issuance of any building permits for the project, the applicant shall pay any traffic impact fees, as adopted by the city and applicant at that time based on ordinance. Staff Comments: Conditions #1 through 6 and 8 are relevant for the proposed application. The applicant must demonstrate how these conditions have been met before the EN can be approved. OTHER COMMENTS: Sheet C1.2 o The clearing limits are missing on the south side of the project. o Revise clearing limits to avoid steep slope areas as noted on the red line site plan. o Show significant tree information on civil plans. Sheet C1.11 & C1.12 - Show the existing improvements installed in conjunction with Tuscany Woods, and identify impacts or changes to those improvements, including impacts to existing landscaping, retaining walls, etc. Sheet L2 — Depict project limits at the south property line. I DUNCANSON Company, Inc. June 20, 2007 DC198480 Mr. Kevin Peterson, PE City of Federal Way 33325 Bch Avenue South P.O. Box 9718 Federal Way, Washington 98063-9718 Subject: Cottages West #05-102202-000-00-EN Dear Kevin: Enclosed are revised plans for Cottages West pursuant to your May 15, 2007 comments. In addition to your comments, the concept for the cottage buildings has evolved over the last several years. Most units now incorporate 2 car garages (with wider driveways), but there are 3 fewer units. This does not really affect the site improvements other than curb cut locations, which per our drawing note are to be coordinated prior to construction. Road and drainage plan/profiles have not changed except for 1 additional culvert under a future driveway in the vicinity of units 21/22. Impervious areas have essentially stayed the same with 3 fewer units. Below we have outlined how each of your comments are addressed. ShCIA, C1.5, C1.6 , C1.7 , C1.8 , C1.9: Sheet elevations for storm stubs have been added. t2lCurb is intended to be vertical. This is clarified in the cross sections on sheet C1.10 C1.2: &'" TESC Note 12 revised accordingly. CIA: 7The first 20 feet of access road is specified to be paved. C1.10j- � Current detail 3-11 has been incorporated. RESUBMITTED JUN 2 0 2007 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 CITY OF FEDERAL WAY Phone 206244.4141 • Fax 206.244.4455 • Web www.duncansoncoxoir¢ BUILDING DEPT. CIVIL ENGINEERING ` Mr. Kevin Peterson, Pi- 6/20/2007 Page 2 Landscape Plans: 1. heet L1: Trees between pre -settling and infiltration pond have been removed. heet L2: City standard street tree planting detail is used. �4.heet L3: Sod specified in the public planter strip. n'a neouonding. Bond quantity worksheets showing all TESC and only public roadway improvements will be forwarded via email. 2. The building department will be contacted for grading application requirements. (1) Lighting design is still in progress. � Information for the right-of-way deed documents will be forwarded. Call or email if you have any questions. Sincerely, Duncanson Company, Inc. A �' e, WN1 14 It � � � Harold M. Duncanson, P.E. President Enclosures CC: Todd Powell RESUBMITTED JUN 2 0 2007 CITY OF FEDERAL WAY BUILDING DEPT. AkCITY OF Federal Way May 15, 2007 Ms. Jennifer Kelly, E.I.T. Duncanson Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com RE,- Permit No. 05-102202-00-EN; COTTAGES WEST; *no site address* Technical Review Comments Dear Ms. Kelly, It is my understanding, per your recent e-mail request, that the above referenced project has been reactivated by your client. Based on this request, the City is providing technical review comments of the engineering plans prepared by your company and submitted to the City on August 22, 2005, as follows: Sheets C1.4 C1.5 C1.6 C1.7 C1.8 C1.9 1. Provide invert elevations for each- building storm drain stubout connection. The Building Department requires this information for review of the (future) individual building permits. 2. Reference the type of curbing to be used on the interior (private) roads and reference a detail. It is assumed vertical curb and gutter will be constructed; however, the plans are not specific. Sheet C1.2 1. Revise the dates in TESC Note No. 12 to read '...October 1 through April 30..' Sheet C1.4 1. The first 20-feet of the gravel access road (STA 4+02, 12' L) should be paved, in order to reduce the likelihood of gravel being tracked onto the main road. Sheet C1.10 1. Revise Detail 3-11 to the City's current Detail 3-11 (truncated domes incorporated into access ramps). Copy of detail enclosed. L: \CSDC\DOCS\SAVE\14051926045. DOC Ms. Jennifer Kelly, E.I.T. Duncanson Company, Inc. RE: Permit No. 05-102202-00-EN May 15, 2007 Page 2 Landscape Plans 1. Sheet L1: The three (3) trees located between the pre -settling and infiltration ponds should be removed, as per KCSWDM requirements, 'no trees ... may be planted within 10-feet of inlet or outlet pipes or... spillways'. 2. Sheet L3: Provide a City standard street tree planting detail (enclosed). 3. Sheet L3: For the public roadway portion of 2nd Avenue SW, the grass in the planter strip must be sod. Miscellaneous City bonding requirements have changed since the last plan submittal. Bonding is now required only for all TESC measures (on- and off -site), and all public roadway improvements, including the estimated cost of the asphalt overlay on 2"d Avenue SW. Bonding is no longer required for the on -site roadway and storm drainage improvements. A Bond Quantities Worksheet is enclosed for your use in estimating the bond amount. Also enclosed is a Bond Information Sheet, for the owner's completion. The bond quantities and information sheets should be returned to my attention (fax or e-mail is acceptable) at your earliest convenience, so that the City may proceed with creating the bond documents. 2. A City Building Permit is required for any fill and grade activities within the proposed building envelopes. Please contact the Building Department at (253) 835-2607 for application materials. 3. City standard street lights are required on the public roadway portion of 2"d Avenue SW. The City street lights require a street lighting plan, prepared by an engineer, and submitted to the City for review and approval. The public street lights must be on a circuit that is separate from the private system. Please note that street lighting on the interior (private) roadways does not necessarily have to conform to City standards, and should not be included in the plans prepared for the City street light system. 4. A portion of the property must be dedicated to the City for right-of-way, north of SW 355"' Place, along the east edge of 2nd Avenue SW. A worksheet for Statutory Warranty Deed is enclosed for completion. A legal description of the property to be dedicated must be prepared and stamped by a Washington State licensed land surveyor. Please complete and return the worksheet and legal description at your earliest convenience. The deed must be recorded prior to any utilities being located within the dedication area, so that no new easements are created within the dedication area. L:\CSDC\DOCS\SAVE\1405192604S.DOC Ms. Jennifer Kelly, E.I.T. Duncanson Company, Inc_ RE: Permit No.05-102202-00-EN May 15, 2007 Page 3 Please revise the drawings as necessary and return three (3) copies of the revisions, in addition to the other requested documents. If you have any questions, please contact me at (253) 835-2734, or via e-mail at kevin. eterson ci offederalwa .com. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:cb Enclosures cc: Project File 1 KP Day File L:\CSDC\DOCS\SAVE\24051926045. DOC CITY OF - . Federal Way DATE: May 9, 2007 TO: Fernando Fernandez FROM: Kevin Peterson SUBJECT: COTTAGES WEST - (05-102202-00-EN) *NO SITE ADDRESS* MEMORANDUM Public Works Department Fernando, Please review the street number designations on the attached site plan, and let me know if they seem reasonable. Please note that all the streets within the property will be private, but obviously the individual buildings will eventually have to be addressed off these streets. Thanks Kevin I/V / 67 KEv10 , 2'-j 0 Avg SW rc�topwab zu,new a+s�s; cn F- LO Ce,) ui M ~ S cmk LU o M1 d — ps nn�iv vg El za rl In gY H ram, ��. La .g �. Y Z6THAVS� 4� � �. 3 dir re�n p�0 �1 Ln pUl� �flesi:� :. (mil I STATION E A71ON Z Ne9•a9.5TA. 16+06.55 2ND PL sw = L=42.88' lx.rfv 112 SYA. 10+00 SW 352ND PL R=350.00' N01'27'S2"E 331.17' a 19+49.79 2ND SWm ' r 252'59'Wa } --J 1 1 S STA. 13+53.69 - 85.52' m sajpO,i STATIONiIX1ATI0PJ—...... ,.., 9; �.• S ,L1010 91 GRA4EL AC s R0 = '1P ♦ STA. 5+80.06 f3R0' P +ir3RD aL SW P125'43'50- a SD21_35259"L=7.4R=150.0 U a S69"26'54' �41.35' TA. 16+55.7gr 2ND PL SW - STA. 2+ SW 353RD PL RC 1-019 S+44. p Np p►�� Do 14�' 1 5\9 1 s.7`sr'>� � I � ♦ c +)_357 g 'ITS;' R=10D.00� �'tiy o �•1, pg 4'3�"� n T��n Noll - 'f SIA. 9+VV .1esu rL arr = .00 - N0579'S •E STA. 11+12.21 SW 352ND PL"•�. / j 2005r � �sr \ 10 $ Js 8i9 13 WAY 9 VJRVE inN4s07'14"W L =&126LW DATA: - 12 'p��"[ "(Y g 00'1�'111q-Ole g��Vltd+�� 0A 14 ar°�Zv L3 I I 0 1 NvAY S� \ `� / nnnnnecn .1 BOUNDARY PER BLA 00-104014-00. I n KING COUNTY RECORDING NO. 20011205900002. STA. 15+28.0Z •LNU I'L bVW STA. 1+00 SW PL rf1 GRAPHIC SCALE ♦ ( IN FEET) L=75.Dfi -' 5TATI UAT7 N ! R=5pD�00'� STA. 12+3+0 2ND PL SW = -.STA. 3+00 SW 355TH PL FOUND 2" BRASS DISK ! WITH PUNCH & L.S.P15667 IN 2" PIPE IN CONC. IN CASE DN. 0.5' V119.25' UD L=10.80' R=100.00' S87.07'01"E 38.93' [ 501'27'S7�"•W NPt•4s'nz"E 1 wDAVf` SW —. EXIST 21.5' ♦ o TEAippRARY SIZE BENCHMARK ASPHALT FDUND 2" 9RASS DISK uj FOUND PK & WASHER jp WITH PUNCH & L.S.#15667 I IN ASPHALT $; IN 2" PIPE IN CONC- R4 l SASE DN. 0.5' l 2sI tSCD � II ip I I = f I G NI 1 � I � •, 1 Tr-. F. l i I 1 (E-. POND) ROC �' 1 JU�fi� , 1GIm 1Q 101 61 1L' 738700-0050 C0}hP PLAN G� - 1 II CALMONI UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY W INCOMPLETE, STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE CE AT LEAST 8 HOURS BEFORELIS ART1 G ANYOCATF �CpNSTRUcnCN_ 1-8ov-424-5555 - ( I l l 1 1 I l i PERMIT NO. 05-•102202--000-00-AN �w D NCANSO� 4Qmpaur, Inc. I" SW 1551h st—f, SLw 102 S-f,l,, W hivfon 98166 Ph— 206.244.4141 Fos 206.244.4455 U Z J w a 33.. W J Q W J 0 J LL 5LL 0 00 co OD rn m Z o0 D_ rn W 0 J 0- U W 0 Z 0 � o DRAWN: EJr Da NO: 984E DATE: 5/9/ APPROVED IL22L30�SHE DATE r+ ? ■1 sl ��ir�r� ti t� rr � r++�N r.q 115 r • , . SW 355TH PLACE AREA OF R/W DEDICAMN j N88-30'11 "W � I W LLI 1 SW 356TH STREET is t� DUNCANSON 1- CIVIL ENGINEERING - SURVEYING • LANE) PLANNING 1455W 1550 Sam, Stc102• Seale, 1 ek4L" Mi 66 PIN— aff) 71• 4ra F4C ago 74"65 DRAWN: JMB DATE: 11/07/07 SHEET: SCALE: 1"=50' PROJECT: 9 48v 1 PO WEL L HOMES COTTAGES WEST R1W DEDICATION EXHIBIT DUNCANSON Company, Inc. August 19, 2005 Mr. Kevin Peterson, PE City of Federal Way 33325 8ch Avenue South P.O. Box 9718 Federal Way, Washington 98063-9718 Subject: Cottages West #05-102202-000-00-EN Dear Kevin: A-L-SUBM'17 ED AUG 2 2 2005 DCI 98480 Enclosed are revised plans for Cottages West pursuant to your June 6, 2005 comments. Below we have outlined how each of your comments are addressed. All Sheets as applicable: The City permit number has been added. All pipe slopes have been changed to % labels A as opposed to ft/ft. m C1.0: Inspection number changed. CM: "See Sheet C1.#" reference added. Rip rap and trash rack call outs have been added. Details for each are included on C1.9 The pipe between CB9 and CB10 is specified as ductile. Through curb frame references added in the profiles. Offsets changed for these structures. Through curb frame detail added on C 1.12. C1.5: "See Sheet C1.#" reference added. ADA ramps are specified at the east connection into Village Green with reference to 3- 10. 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 Phone 206244.4141 • Fax 206.244.4455 • Web www.duncansonco.com CIVIL ENGINEERING f 1 -- Mr. Kevin Peterson, Pl-, 8/19/2005 Page 2 C1.6: "See Sheet C1.#" reference added. C1.7: Cross section cut and sheet reference added. Note regarding overlay included on plan. C1.8: Rip rap and trash rack call outs have been added. Details included on C1.9 Through curb frame references added in the profiles. Offsets changed for these structures. Through curb frame detail added on C 1.12. C1.9: Through curb frame references added in the profiles. Offsets changed for these structures. Through curb frame detail added on C 1.12. i C1.10: The 2nd Avenue SW cross section is referenced back to C1.7. Landscape Plans: Changes are pending with the landscape architect. TIR: We selected an area of 5.788 acres as the approximate total area that will contribute to the sediment pond. This includes all building pads, roads and essentially all area subject to improvement. The forested slope area will remain undisturbed and has virtually no runoff, so this area was not counted. Also, the permanent pond areas are downstream of the sediment pond, so these areas were not counted. During the useful life of the sediment pond the Site will be cleared. However sediment ponds are usually rendered obsolete by the installation of permanent drainage conveyance and water quality facilities. This usually happens before the application of impervious areas such as road base, paving and buildings. Therefore, we modeled the 5.78 acres of contributing area as till grass for sediment pond sizing. Note we are using the more conservative 10-year storm as opposed to the standard 2-year storm. I'm going to wait on bond quantity and TIR revisions until I get the landscape and lighting plans from the respective firms. Mr. Kevin Peterson, PE� 8/19/2005 Page 3 General: Additional drainage stub outs have been added for Building A and L. It was intended that Building I, J and K discharge to the swale area with details to be worked out with the building plans. The street light comments have been forwarded. The owner and electrical engineer are still working out site lighting. These comments should be addressed with forthcoming lighting plans. The redline plan comments appeared straightforward and all revisions have been made as explained above. We have received no other comments. We are returning your redline markups with these revised plans. Call or email if you have any questions. Sincerely, Duncanson Company, Inc. Harold M. Duncanson, P.E. President Enclosures CC: Todd Powell �,,;., Federal Way June 6, 2005 Harold Duncanson, P.E. Duncanson Company, Inc. 145 SW 155t' St, Suite 102 Seattle, WA 98166 RE: Permit #05-I02202-000-00-EN; COTTAGES WEST *no site address* Dear Mr. Duncanson, CITY HALL 33325 8th Avenue South • PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www cityoffederalwaycom The Public Works Department has reviewed the May 11, 2005 engineering plan submittal for the above - referenced project. In order to obtain final approval, the following items must be addressed: All applicable sheets: 1) Add the City's approval number (05-102202-000-00-EN), in the space provided in the City Standard approval block. 2) The roadway profile indicates slope in percent, while the storm pipe slope data is in feet -per -foot. All slope data should utilize the same unit of measurement. Please revise one or the other, so that all slope units are uniform. Sheet C 1.0: Revise the City's Public Works inspection notification phone number to (253) 835-2700. Sheet CIA: 1) Add `Match Line', and include `Station' or `See Sheet # ' reference. 2) Provide rip -rap pads at all pipe outfall locations, and include applicable rip -rap pad detail information. 3) Add trash racks to all inlet ends of culvert crossings, and include a detail. 4) Indicate bollards at the beginning of the pond gravel access roads, and include a detail. 5) The pipe between CB 9 and CB 10 has less than one -foot of cover. Specify the pipe type for this run of pipe, or provide 2-foot minimum cover. 6) Catch Basins 1, 2, 9, and 10 and should be fitted with through -curb inlets. Also add a through -curb inlet detail. Sheet C 1.5: 1) Add `Match Line', and include `Station' or `See Sheet # 'reference. Harold Duncanson Duncanson Company, Inc. Re: 05-102202-000-00-EN; Cottages West Page 2 2) It appears the new sidewalks on SW 352°d Place, that connect to the excising Village Green roadway, should have an access ramp connection. Please refer to City Detail 3-10, for access_ ramps for this type of connection. Sheet C 1.6: Add `Match Line', and include `Station' or `See Sheet # ' reference. Sheet C1.7: 1) Provide a `Grass -Section' symbol, and refer it to the cross-section provided on the detail sheet, for the public road portion of 2nd !Avenue SW. 2) For the owner's information, any longitudinal open -cuts for utility placement in existing public roadways (sanitary sewer in 2nd Avenue SW), requires a full -width asphalt overlay, over the extents of the open -cut. While the utility extension is covered under a City Right -of -Way Permit and requires bonding, it is preferable to provide bond coverage for the overlay under the applicant's bond for all other improvements associated with infrastructure construction. Sheet C1.8: 1) The inlet ends of the stone system must be fitted with trash racks. 2) The outlet ends of the stone system must be provided with rip -rap pads. 3) Catch Basins 18 and 21 should utilize through -curb inlets. Sheet C1.9: Catch Basins 14 and 15 should utilize through -curb inlets. Sheet C1.10: Reference the 2°d Avenue SW street section to a cross-section on sheet C1.7. Sheet LI: The three (3) trees located between the pre -settling and infiltration ponds should be removed, as per KCSWDM requirements, `no trees ... may be planted within ten feet of inlet or outlet pipes or... spillways'. Sheet L3: 1) Provide a City standard street tree planting detail (enclosed). 2) For the public roadway portion of 2°d Ave SW, the grass in the planter strip must be sod. Technical Information Report: 1) The temporary sediment pond sizing calculations indicates an area of 5.788 acres of outwash grass to determine the surface area of the pond. Please provide information that shows how the 5.788 acres was determined. Harold Duncanson Duncanson Company, Inc. Re: 05-102202-000-00-EN; Cottages West Page 3 2) The sediment pond sizing calculations also indicate the ten-year peak flow of outwash grass was utilized to determine the sizing of the pond. Please provide an explanation of why outwash grass was used to determine the peak flow. Appendix D of the KCSWDM requires the developed peak flow be utilized in determining surface area of the temporary pond. The developed ten-year peak from the KCRTS output for this site indicates 1.42 cfs. 3) The bond quantities can be reduced, due to the fact the street signs, several of the street lights, street trees and sod areas (those on the private roads), do not need to be covered under the bond. General: 1) It appears that not all buildings have been provided stub -outs from the storm drainage system, for future connection of the roof drains. Please provide stub -outs for all buildings. 2) City -Standard streetlights are required on the public roadway portion of 2ud Avenue SW. However, street lighting for the interior (private) roadways does not necessarily have to conform to City standards. The City streetlights require a street lighting plan, prepared by an engineer, and submitted to the City for review and approval. The public streetlights must be on circuit that is separate from the private system. 3) A separate building permit is required for the grading of the building pad areas. Contact the Building Department for required application materials. . 4) Address any additional red -line comments noted on the plans, not covered in this letter. 5) The Planning Department may have additional comments forthcoming, under separate cover. Please address all comments, revise the plans as necessary, and re -submit five (5) copies of the revised plans, as well as the red -line copy. If you have any questions, please feel free to contact me at (253) 835-2734, or via e-mail as kevin.petem QnOlciVoffederalway.com. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:dl enclosure cc: Lori Michaelson, Associate Planner Project File/KP Day File L:/cdsc/docs/save/ 16113428089.doc I Cottages West Technical Information Report Cottages West City of Federal Way Project No. w .. � C2�ss�a�7�4�� Yr OPV EXPIRES 7 3 05- Prepared: May 10, 2005 DO Project: 98480 r w �ec , MAY .1 1 znn5 Ov OF Q O RG�T P" 5U, L Duncanson Company, Inc. 145 SW 1551h Street, Suite 102 Seattle, Washington 98166 (206)244-4141 05/10/05 DO 98480 Table of Contents I. Project Overview Figure I.1— Vicinity Map Technical Information Report (TIR)Worksheet II. Conditions and Requirements Summary III. Off -Site Analysis IV. Flow Control and Water Quality Facility Analysis and Design V. Conveyance System Analysis and Design Figure V.1 — Cottages West Conveyance Analysis Rational Method Calculations KCBW Input Parameters Backwater Analysis Results VI. Special Reports and Studies VII. Other Permits VIII. ESC Analysis and Design Sediment Pond Sizing Calculations IX. Bond Quantities, Facility Summaries, and Declaration of Covenant Bond Quantity Worksheets Stormwater Facility Summary Sheet Flow Control and Water Quality Summary Sketch X. Operations and Maintenance Manual Cottages west 05/10/05 DCI 98480 I. Project Overview Cottages West 05/10/05 DCI 98480 I I. Project Overview The Cottages West project is a 40-unit senior living development consisting of single, duplex and 4-plex building configurations. The existing site consists of 8.6 acres of mostly wooded cover. The project received Type IV Land Use Approval in April 2002. Site improvements will include sewer and water utility extensions, storm drain conveyance piping, dry utilities, roads and sidewalks. The northwestern portion of the site contains areas for stormwater treatment and infiltration. Stormwater from this project and from the adjacent plat of Tuscany (preliminary approval) will be conveyed to the pre - settling pond prior to entering the infiltration basin. Complete water quality and infiltration analysis and sizing is contained in the TIR for the Plat of Tuscany (FW 01- 103235-00-E1). It is anticipated that the Tuscany plat improvements including construction of the pre -settling pond and infiltration pond will precede or be done 1 concurrently with the Cottages West improvements. I J See Figure I.1 — Vicinity Map for detailed site location. A TIR worksheet is included in this Section. Cottages West 05/10/05 DCI 98480 a.�Mu:rl I -w -�r : , ,-wa'isK-tia �•�•_no•-� 5 r,�• �y7• v, Zoe 33aTsi>,�I z. a n„x SrLLa I IL-j Nam! 'k a ySIx �� s,q PARK �J3yti ? day a cJi c "�"� v ip4 6 s ti 375T r SW 3347''qF.; - F5 C l ¢m(5ITE) Ij r9 CTH I Pr. 1 4 I Skr •�! i 1 TH "Sr {R I,•y4pF CH F. Sal r 336TH i ST r zloO t �rx �r r .•;A� S a�! -%,rp � 5� goo � I� j GIHPus ,� ' fir PANTHER 3 rs� 5 33 y 'i� r �, PO i� I ORIVE �o yot 1 5 LAKE 5 �++ up Syd ]]rnl iw ¢ L I PARK -/ PARK 35 5 334TH CIR y S 338TH T slrt: 5W_338TA 5? -_ ti f (tdROEVf _ r j r :t MY (U J PL 5 c 5W 339TH 5T _ i 3 i; ? 1� NDEV _i 'l•: rf': c JqD SalTn�� "n v' Iti� ~ p S 343RD S' LIB SAINT FRANCI ? 34�}TH IT SW 's5? S rye °� HOSPITAL 2� S68 �ugrll� s _ _ it 344TH is 7y, c'Ffr`+� 3 li SS5YH I PARK d I �i 3 �y I: RfOE rr + { , SW 346TH ST � � I =iPi�M �i �% .346TH ST .T SWp� � Ij �a Ii STH 5: ,W [Ifi 7'I2: ?l00 rti.l N P6 4.4b T �h. �lbd` !'+r'y S 345TH ST �- 347TH 5T ' Sw>TH NI - .,4 '�, K� r h I3 6W sw s, 11,,, a'Sx PC ISuI k: ySx '` s• 347TN5� 1- 1 ,� 4 F - 4 _`lTKI P . _ 3r&rH a7 - S� a7TH P E e =� 1 - Iry; `sxfs�9nr�'s, III F� �j541 348TH CT -' S _ 348TH� ST "4sy41 _ } "F+ _149iH PL .�.r ;=a-n Y 1 Zile :�' i'h`?�: d:nurw _ PARK L RIDE 5 350T� r Sr 'T a5 Sr r' ]y1rH-' c ST„ it i• yi r sr a Y ;- �' HYLEBOS N SW 35R110 � Sk 35i5 i 35tlTR = : Sr� _ � ` �• y � � ..,��1�T FL rn K 750u o S ° f� �r� � - STATE PARK '� ¢ '� ' 352119 13L� �31 352lIDiSr x SV 353RD ST .:':-v" --^�..•.- 353R0 R NE yyax t4,H I a „ sN 354TH ST 5�I �"., c 5ti< M1 n ups d Sri PL rN-r �15u ! rl �� S �rle LE' TT ''..IN S1t 356S1i PC YY S ` iR •Try Stt n Sir 355 `3 FJ� S` �x IW ii 5 357i31 ST 30D 6Z00 : Q a: a IBO - i50TH Si T••- ,'-1 - •y, C7 6 'a lu 3UM r'TM 27 R ST = aE 1�� 1sisw �r c F 30 = �`f / .;� - '1359TH; .... HE 26Tk IfE ' C I SW 36 TH ST m 6 . 's 0 1' u. _ v� _1. nr c ZSTIS K ST tIE - 1 5w 35F T $ _ a > 5 i = nE Y =.ur SFgU [' i..t Y �33 '� �{ f S ® �fiIST PL �r•I ' 24TH w 5I �w- 'r, SW 363 D ST i W 23RO HE ST RE 's 'TTS_ SW 263R0 PL, JR HS c QI = i ~ IfE ti ST tiST tl� -� • i ,-• 3B+ SP 7.9 C7 363RD PL--•-- " .'� 364TH Sx 4 .. s :rq T 6200 �_ 20TH ST HE +rfw� = • Ti a AIR i 9TH W cT a : RE e � �� F_ 6 r 16500 � r. a� J: a IerN SW 355TH ST 600 a 4 wlp 's un, Is " ' N y ,c = die - s-sr� i s sw 360TH .,� �arw sr nl �lr r t i�ird a d! ' �x I ! • zv�= S4 35 TH 5 - , �J� � 200 c �r I � a 5{i 371 -� o 13rn s-_ , `•" 541 37 Ht1 C�7 � � Zs� . + 12TH ST: tIE _ _.- -^ 'ISS ST +Y ' `�:'.�• I 1!E s '..1�TH ST - tIE F , � : i9TH ST CT IIE .. S 32 ' r t tisr Ii� �R r atou•. S 375TH Sr' cm S DUNCANSON COMPANY, INC. Eli Civil Engineering • Surveying • Land Planning 145 SW 155th St, Suife 102 Seattle, Washington 98166 Phone 206.244.4141 rYy �� ' :• } - r I - , Fax 206.244.4455 I 'tom I , Figure I.1— Vicinity Map _ t, IV i 51 AV !' E r Scale: NTS Drawn: RCF Job No.: 98480 , T -A',�, King County Department of Development and. Environmental Services '.'VHNICAL INFORMATION REPORT (TIR) WORKSHEET Part1: 'PROJ:ECT,:OWNER;AND PROJECT -EN G I REE R... . Pr ject Owner VILD,4c A ress Phone Pr ject Engineer -ggO Company Address/Phone ` Part3;: TYPEOF PERMIT APPLICATION Subdivison Short Subdivision Grading Commercial Other 5e;,410- rnf��crl�d�l� COT06 2eS Part2. PROJECT LOCATION AND DESCRIPTION Project Name �i Location Township _ 'Zi Range .............Section 30 Part 4 : OTHER REVIEWS:AND PERMITS DFW HPA Shoreline Management COE 404 Rockery DOE Dam Safety Structural Vaults FEMA Floodplain Other COE Wetlands Part 5 .SITE COMMUNITY AND DRAINAGE BASIN Community P,-v YY Drainage Basin Part 6 - SITE CHARACTERISTICS River Stream Critical Stream Reach Depressions/Swales Lake Steep Slopes Floodplain Wetlands Seeps/Springs High Groundwater Table Groundwater�Recha�rge� Other Part 7 SOILS Soil Type Slopes Erosion Potential Erosive Velcoties Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT Ch. 4 — Downstream Anal sis Additional Sheets Attached Part 9 ESC. REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control C earring and Graing Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION lize Exoosed Surface Remove and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of SAO and open space preservation areas Other Grass Lined hannel Pip=,9ystem Open Channel Dry Pond et Pon Tank Infiltration Vault Depression Energy Dissapator Flow Dispersal Wetland Waiver Stream Regional Detention Method of Analysis � Compensation/Mitigati on of Eliminated Site Storage Brief Description of System Operation T 2s & S,,4A(,jE- Co''ZY4-i t-E 174�?AO 12.-lZooi- YZUJoFf-- "fib P2Z:—S,,- Lj,JC,, Po-lr,2 TW(� 1r-&[X4770CY Facility Related Site Limitations Reference Facility Limitation Part11 STRUCTURAL ANALYSIS Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope Other Part 1:2 EASEMENTS/TRACTS gtt tasement Native Growth Protection Easement Tract Other Part.13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments.- To the best of my knowledge the information provided here is accurate. 5X0%5 II. Conditions and Requirements Summary COUMEs Wtst VIVO DQ 98480 II. Conditions and Requirements Summary This section provides a brief statement of how the site design addresses the approval condition imposed by the City of Federal Way. The number and order of the following statements correspond to the conditions listed in the conclusions of the Hearing Examiner's Report and Decision (FWHE#02-01) dated April 23, 2002 contained the following conditions: 1. The Design Review Director's Decision issued June 25, 2001, is incorporated unchanged into this decision, and the conditions of approval it establishes, as follows: A. Prior to issuance of the building permit, final grading, site, and landscape plans, and accompanying architectural details as required by the City, are subject to the City s review and approval in order to determine the following: 1. Final location and design details for all site rockeries, retaining walls, and fencing. Retaining walls on the west perimeter of the pre -settling pond are detailed on the construction plans for the Plat of Tuscany. No other walls or rockeries are anticipated for initial site improvements. Minor walls and fencing will be detailed with building permit submittal. 2. Final location and/or design of any benches, common garden areas, exercise stations, and related accessory pedestrian features. The site improvement plans include landscaping and pedestrian facilities along the access drives. Additional amenities may be detailed with design of the buildings. 3. Compliance with the perimeter tree retention requirements, which may require minor modifications to the project plans; tree preservation techniques; or in -kind replacement of significant trees within a 20 foot site perimeter. Clearing limits are depicted on the plans and orange safety fencing is specified. The limits are defined to protect the forested slope area between the proposed plat of Tuscany and the Cottages West site. B. Prior to issuance of a building permit, the applicant shall complete the City's CPTED checklist, for review and approval along with the above noted plans, to ensure that the project utilizes all safety and security principles as necessary and applicable to the development. The CPTED checklist was completed as relating to site improvements. Building design should also be done in consultation with the checklist. 2. Prior to issuance of a building permit, the applicant shall obtain the services of a qualified-geotechnical engineer and submit a scope of work for supplemental Cottages West 05/10/05 DC1 98480 geotechnical services, including: review engineering design and specifications; be present on site during all land surface modification activities, including excavation of the infiltration pond to ensure the pond bottom is established into soils which can support infiltration rates; verify subsurface conditions; inspect and conduct compaction tests for the roads, building sites, infiltration pond, and retaining walls; ensure implementation of the recommendations in the existing geotechnical report(s); and provide the City with any geotechnical recommendations for site and building construction, including re -vegetation of disturbed areas and lot drainage adjacent to the steep slope; subject to determination by the Directors of Community Development Services and Public Works. A proposal for the appropriate geotechnical engineering services is included with the application package for site improvements. I Prior to issuance of the building permit, the applicant shall: A. Execute a drainage release covenant to release and hold the City harmless from any damage that might be caused by stormwater from public rights -of - way and contributing areas; The applicant will execute a drainage release prior to building permit approval B. Release the City from any maintenance or repair responsibilities for a shared facility and the conveyance system from the public right-of-way to the shared facility; The applicant will prepare a release agreement for City review and approval prior to building permit approval. C. Establish an operations and maintenance manual describing the facility, the maintenance and repair requirements, and an outline of maintenance tasks and frequency with which each task should be performed, noting that the City will not be responsible for the removal of debris or sediments washed into the facility from the public right-of-way; and The operation and maintenance manual for the stormwater facilities are included in the TIR for Tuscany and are reiterated in Section 10 of this report. D. Grant an ingresslegress easement to the City in order to monitor the maintenance and operation of the private storm drainage facility. The applicant will grant an ingress/egress easement to the City to monitor operation and maintenance. The easement will be over the access drives and is shown on the site improvement plans. 4. Prior. to issuance of the building permit, the applicant shall submit a design specification for the proposed security gate at 2"`i Avenue SW, which ensures Cottages West 05/10/05 DCI 98480 immediate emergency access to the site by the fire department at all times; subject to review and approval by the Directors of Community Development Services and Public Works, and the Fire Marshal. The approximate gate location is shown on the site improvement plans. Details of the gate location and construction will be submitted prior to or with building permits. 5. Prior to issuance of the building permit, the applicant shall convey to the City the proposed right-of-way along 2"d Avenue SW abutting the site, in the form of a statutory warranty deed, subject to determination by the Directors of Community Development Services and Public Works. The applicant will convey the referenced area to the City as right-of-way via statutory warranty deed. The proposed dedication area is shown on the site improvement plans. A draft deed will be submitted prior to or with building permit application. 6. The applicant shall obtain easements for construction and grading, as well as pedestrian and vehicular access over the Village Green site. These easements shall be reviewed by City staff and upon approval, shall be recorded at King County at the expense of the applicant prior to issuance of a building permit. The owner of this site also owns the adjacent Village Green Site. Appropriate easements will be secured prior to building permit issuance. 7. Prior to the issuance of certificate of occupancy for any building, all frontage improvements on 2"d Avenue SW off -site shall be completed as well as all on -site street improvements related to the building proposed for occupancy, including but not limited to, SW 352d Street. On -site and off -site street and site improvements are anticipated to precede building permit application or issuance. At the latest, these improvements will be substantially complete prior to C of O. 8. In accordance with the approved phasing plan and associated findings, prior to the issuance of building permit(s) for the Cottages West project, the applicant shall pay any traffic impact fees, as adopted by the City and applicable at that time, with such fee calculated and levied as set forth within the ordinance. The applicant will pay the appropriate traffic impact fees prior to issuance of the building permit(s). Cottages µrat 05/10/05 DCI 99480 III. Off -Site Analysis Cottages West 05/10/05 DCI 98480 I J J III. Off -Site Analysis A detailed off -site analysis was prepared for the plat of Tuscany and is contained in the TIR of that project. This Cottages West project drains to a common facility with the Plat of Tuscany and has the same downstream discharge location. For information on this section, please refer to the TIR for the Plat of Tuscany, project number 01-103235-00- EN. Camps West 05/10/05 DC199480 IV. Flow Control and Water Quality Facility Analysis and Design Cottages West 05/10/05 DCI 98480 IV. Flow Control and Water Quality Facility Analysis and Design The Cottages West project shares a pre -settling pond and infiltration pond with the proposed adjacent Plat of Tuscany. For information on this section, please refer to the TIR for the Plat of Tuscany, project number 01-103235-00-EN.; the detention and water quality facilities for the Plat of Tuscany were designed to manage both developments. Cottages West 05/10/05 DCI 98480 V. Conveyance System Analysis and Design ConAges West 05/10/05 DCI 98490 I V. Conveyance System Analysis and Design The following pages include calculations for the Cottages West conveyance system design. The Rational Method was used to compute the peak flows through each drainage system component for the 25-year, 24-hour storm event. A backwater analysis was performed to determine flow characteristics and water surfaces in each structure. The maximum design water surface for the pre -settling pond (237') will be used as the tailwater elevation for the backwater analysis of the main run of stormwater pipe. Elevation 243' will be used as the tailwater for the backwater analysis of the adjacent run of stormwater pipe, located in the cul-de-sac of SW 353ra Place. The Cottages West site was broken up into 3 basins for a simple and conservative approach to calculating the maximum flows, refer to Figure V.1 — Cottages West Conveyance Analysis for the basin boundaries. Flows from Basins A and C are routed through the main run of stormwater pipe (CBs 1-8) and the flow from Basin B though the adjacent run of stormwater pipe (Intake thru CB 15 to Outfall). Refer to the calculations on the following pages. Water Quality Facility A pre -settling pond will be utilized for water quality within the storm water conveyance system. The pre -settling pond has been designed to function as a wet pond, upstream of the infiltration pond. For sizing calculations of both the pre -settling and infiltration ponds, please refer to the TIR for the Plat of Tuscany, project number 01-103235-00-EN. Also, a planting plan for the pre -settling pond is included in the Plat of Tuscany plan set. Cottages West 05/10/05 DCI 98480 - - _z:-_-' rr� �rri ONE r��aiwi 0 f DUNCANSON COMPANY, INC. 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H J t- J ~ W IL LL J co Z U Z W � U ? o g Nt 0 o o o g o o 0 N N N N N N N N N d M ti LO It ti w CD CD CR N CD N Nt M ti R O CO ti CO N 1� N N N N N N N N LO LO O 0 U') U-) 0 LO M 'et 00 C'M Ln T O LO O T 0) N N N 00 00 d Lo N M 0 to C'M M CV) C+M It IT O LO CD CN N N N N N N N O M 00 M LO T M O O T N N N N ao Ln N cM LC) CD N N N N N N N N T T T T T T T T 00 CO N N N N N N �LO N M rl_ LO It 00 T N M't In CO ti M T N M ' t 0 CD I- M J J T N M Ict LC) CD ti O 0-0 LL O 6 N � N 0 I zi T T 1 N N T T O N m o T H W U-) Z J J LLLL LO H Z) O 0 CV U Z co m LL O ULl co U O Q z U Z m U U Q O Q Z m zm Q OQO UZUw LL O O m U ot m OJ co � O C) U UCOLz LL (oo z LO � r ZUL UL M O O O M L O �: U- O 003 II ? Z0I�—Q Or Z Z3 66 Li� ZU U BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:mainrun.bwp Using a broad -crested weir at intermediate junctions Individual CB's subject to surcharged condition should be simulated by raising the overflow elevation to an appropriate height above the rim elevation. Tailwater Elevation:237. feet Discharge Range:1.95 to 4.95 Step of 1. [cfs] -� Overflow Elevation:267.38 feet Weir:NONE Upstream Velocity:l. feet/sec _1 PIPE NO. 1: 16 LF - 18"CP @ 0.19% OUTLET: 234.00 INLET: 234.03 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 237.64 BEND: 0 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 1 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1.95 2.99 237.02 * 0.012 0.53 0.66 3.00 3.00 2.98 2.99 0.71 1 2.95 3.00 237.03 * 0.012 0.66 0.84 3.00 3.00 2.98 3.00 0.88 1 3.95 3.03 237.06 * 0.012 0.77 1.02 3.00 3.00 2.99 3.03 1.03 4.95 3.06 237.09 * 0.012 0.86 1.24 3.00 3.00 3.00 3.06 1.16 PIPE NO. 2: 22 LF - 18"CP @ 0.50% OUTLET: 234.03 INLET: 234.14 INTYP: 5 JUNC NO. 2: OVERFLOW -EL: 237.64 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1.95 2.95 237.09 * 0.012 0.53 0.51 2.99 2.99 2.89 2.95 0.76 2.95 3.04 237.18 * 0.012 0.66 0.63 3.00 3.00 2.91 3.04 0.99 3.95 3.19 237.33 * 0.012 0.77 0.75 3.03 3.03 2.95 3.19 1.23 4.95 3.38 237.52 * 0.012 0.86 0.86 3.06 3.06 3.00 3.38 1.48 PIPE NO. 3: 134 LF - 12"CP @ 1.37% OUTLET: 234.14 INLET: 235.98 INTYP: 5 JUNC NO. 3: OVERFLOW -EL: 240.83 BEND: 75 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1.95 1.60 237.58 * 0.012 0.60 0.46 2.95 2.95 1.46 1.61 0.89 2.95 2.31 238.29 * 0.012 0.74 0.59 3.04 3.04 1.99 2.31 1.21 3.95 3.32 239.30 * 0.012 0.85 0.73 3.19 3.19 2.75 3.32 1.65 4.95 4.64 240.62 * 0.012 0.92 1.00 3.38 3.38 3.74 4.64 2.22 J PIPE N0. 4: 74 LF - 12"CP @ 8.45% OUTLET: 235.98 INLET: 242.23 INTYP: 5 JUNC NO. 4: OVERFLOW -EL: 246.27 BEND: 50 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1.95 0.81 243.04 * 0.012 0.60 0.29 1.60 1.60 0.60 ***** 0.81 2.95 1.07 243.30 * 0.012 0.74 0.36 2.31 2.31 0.74 ***** 1.07 _ _3.95 1_._42.____-_-243...65...._* .0.._012 . _ 0._.85 0.41 3.32 3.32 0.85 ***** 1.42 4.95 1.88 244.11 * 0.012 0.92 0.47 4.64 4.64 0.92 ***** 1.88 J PIPE NO. 5: 51 LF - 12"CP @ 2.00% OUTLET: 242.23 INLET: 243.25 INTYP: 5 JUNC NO. 5: OVERFLOW -EL: 247.65 BEND: 7 DEG DIA/WIDTH: 2.0 Q-RATIO: 2.04 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1.95 0.89 244.14 * 0.012 0.60 0.42 0.81 0.81 0.60 ***** 0.89 2.95 1.22 244.47 * 0.012 0.74 0.53 1.07 1.07 0.74 ***** 1.22 3.95 1.66 244.91 * 0.012 0.85 0.64 1.42 1.42 0.85 ***** 1.66 4.95 2.62 245.87 * 0.012 0.92 0.75 1.88 1.88 1.70 2.62 2.23 PIPE NO. 6: 159 LF - 12"CP @ 7.52% OUTLET: 243.25 INLET: 255.21 INTYP: 5 JUNC NO. 6: OVERFLOW -EL: 258.74 BEND: 0 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.64 0.41 255.62 * 0.012 0.34 0.17 0.89 0.89 0.34 ***** 0.41 0.97 0.52 255.73 * 0.012 0.42 0.21 1.22 1.22 0.42 ***** 0.52 1.30 0.62 255.83 * 0.012 0.49 0.24 1.66 1.66 0.49 ***** 0.62 1.63 0.70 255.91 * 0.012 0.55 0.27 2.62 2.62 0.55 ***** 0.70 PIPE NO. 7: 48 LF - 12"CP @ 3.50% OUTLET: 255.21 INLET: 256.89 INTYP: 5 JUNC NO. 7: OVERFLOW -EL: 262.47 BEND: 7 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.64 0.43 257.32 * 0.012 0.34 0.21 0.41 0.41 0.34 ***** 0.43 0.97 0.54 257.43 * 0.012 0.42 0.25 0.52 0.52 0.42 ***** 0.54 1.30 0.64 257.53 * 0.012 0.49 0.29 0.62 0.62 0.49 ***** 0.64 1.63 0.72 257.61 * 0.012 0.55 0.33 0.70 0.70 0.55 ***** 0.72 PIPE NO. 8: 81 LF - 12"CP @ 8.59% OUTLET: 256.89 INLET: 263.85 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.64 0.40 264.25 * 0.012 0.34 0.17 0.43 0.43 0.34 ***** 0.40 0.97 0.53 264.38 * 0.012 0.42 0.20 0.54 0.54 0.42 ***** 0.53 1.30 0.64 264.49 * 0.012 0.49 0.23 0.64 0.64 0.49 ***** 0.64 1.63 0.74 264.59 * 0.012 0.55 0.26 0.72 0.72 0.55 ***** 0.74 BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:littlerun.bwp Using a broad -crested weir at intermediate junctions Individual CB's subject to surcharged condition should be simulated by raising the overflow elevation to an appropriate height above the rim elevation. Tailwater Elevation:243. feet Discharge Range:1.64 to 3.64 Step of 1. [cfs] Overflow Elevation:250. feet I Weir:NONE Upstream Velocity:l. feet/sec PIPE NO. 1: 68 LF - 1211CP @ 2.38% OUTLET: 243.00 INLET: 244.62 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 250.00 BEND: 20 DEG DIA/WIDTH: 2.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1.64 0.73 245.35 * 0.012 0.55 0.36 0.00 0.36 0.55 ***** 0.73 2.64 0.96 245.58 * 0.012 0.70 0.47 0.00 0.47 0.70 ***** 0.96 3.64 1.22 245.84 * 0.012 0.82 0.57 0.00 0.57 0.82 ***** 1.22 4.64 1.56 246.18 * 0.012 0.90 0.67 0.00 0.67 0.90 ***** 1.56 PIPE NO. 2: 29 LF - 1211CP @ 6.48% OUTLET: 244.62 INLET: 246.50 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 1 ******************************************************************************* 1.64 0.76 247.26 * 0.012 0.55 0.28 0.73 0.73 0.55 ***** 0.76 2.64 1.08 247.58 * 0.012 0.70 0.36 0.96 0.96 0.70 ***** 1.08 J 3.64 1.48 247.98 * 0.012 0.82 0.43 1.22 1.22 0.82 ***** 1.48 4.64 2.01 248.51 * 0.012 0.90 0.49 1.56 1.56 0.90 ***** 2.01 VL Special Reports and Studies Catmgra West 05/10/05 DO 98480 VI. Special Reports and Studies For information on this section, please refer to the TIR for the Plat of Tuscany, project number 01-103235-00-EN. Cottages West 05/10/05 DO 98480 VII. Other Permits Cottages West 05/10/05 DCI 98480 VH. Other Permits A. A Department of Ecology General Permit to discharge Stormwater associated with construction activity will be applied for and received from the Washington State Department of Ecology prior to any clearing or grading activity on the site. This permit is currently in process. When the permit is received a copy will be forwarded to the City of Federal Way. B. A forest practice permit will be applied for and received from the Department of Natural Resources prior to any tree cutting, clearing or grading activities. This permit will be applied for following engineering approval. C. A site development permit will be required from the City of Federal Way prior to any construction activities. Cottages West 05/10/05 DO 98490 VIII. ESC Analysis and Design Cottages West 05/10/05 DCl 98480 VIII. ESC Analysis and Design Erosion and sediment control BMPs have been specified on the engineering plans in order to minimize erosion and sediment transport. The TESC methods were chosen to best minimize sediment transport. Erosion control and sediment retention measures, such as: interceptor swale, filter fences, stabilized construction entrance, a sediment pond and catch basin inlet protectors were selected to minimize any migration of sediment. Core Requirement #5 stipulates seven minimum requirements be incorporated into project construction to minimize erosion and limit sediment transport to drainage facilities, water resources and adjacent properties. The following brief narrative discusses compliance with each of the seven requirements: Clearing Limits Clearing limits have been delineated on the TESC plans. Cover Measures Cover measures have been addressed in the TESC plans. Cover measures may include temporary seeding, sodding or plastic covering as well as permanent cover. Perimeter Protection Perimeter protection will consist of silt fence. Fence location and installation has been specified on the TESC plans. Traffic Area Stabilization A stabilized construction entrance will be used to limit sediment transport. The entrance location and detail are shown on the TESC plans. Sediment Retention Perimeter protection, sediment pond and catch basin inlet protectors have been specified to prevent sediment from entering the storm drainage system. These details are shown on the TESC plans. Calculations for the sediment pond are included on the following pages. As added protection, the plans specify cutting the infiltration pond to final grade only after the site is completely stabilized. This "interim" pond bottom provides additional protection of the final infiltrative surface. Surface Water Controls Interceptor swales and temporary culverts are used as the sole form of surface water control. The locations and detail are shown on the TESC plans. Dust Control Dust control measures have been addressed on the TESC plans. It is anticipated that sprinkling of exposed surfaces will be necessary during the dry periods to minimize dust. Cottages West 05/10/05 DO 98480 bCj--4�9oy80, U zdiM61K-tPhl.d cluos- D y12-7710 r2dx-- I X The -foil �►�g �vvc ,dt'e i� rvt+lined. on pA9e-._ D-Z� -fh�- 1g98 KCSVVDM . p w �ec�i 1jn f l� e 10 - YCA.I/ F&kk -Frame wi l I be tta-d Q;o p, I86 c- 5 bafed 5'o 788 +C, q 6 was1� yY�s �p -A C-�Tv of safe j 1 i v �-i'f � 0, 000g19 s4e-� 3. j $F> = ko,1 Bra 2} = 3 91. (o,&7 -F4- z yw► rl . (0,0009(o) i.�tt� 2�9S�sF o O o�6 pa#z s-ed1ivvv,,-ct Pmd bajed r2 4 e. U►-1�e�f� G�vh, off' W= �� -A (� x-)' z-I s de&p t o w; de, I Ling+h a-v w; dh vA4in q,5 Des i9m g . pSi)- Ga -op of Ili n 3. 6 ' d e-p-A - in VVI -t-D p of v -I-a Jov-Ity m o-F p old ✓ c- Max. 3, I MAX Z= 1 -ex-It,w5y Si de, Step . d . I ' fyeeboaAd b&-tw2p-h -t-op of vij-b, G✓-eJf o-F evm eAq -em uj 5 p i l j v%/ a,(l e. 4:71A->•- I001t#-rn . min, l' d-eep SpIllwa.� 9. L; N be-nrvt9*1 m 22- i!— SA (? +o p o-F v ire - I ,q 0 �- 'k __...%&1 i aVv vy.prrr� ------.I j .-..-- . - - -' .-- 5 ' 5ideslope = 3. I �3 DG� 4� 9614E o : ca "i mLk&- Pond ca,ecs • U y/Z8yo5 d� �3 pyikitieg 5 illvva 7r1 iY CfziSP.✓ Pipe-) -- .rkze d+A,rm ac�v- skaV be 4-kt MiP, . kLt6essa,i y 4-D Pass +kl, PY.e-Cev,p,ivped 10-ye-aA pe"-FInA.) (Q/p). �15ivt� dig, 5.3•�!. H of 4-ke. 1 q96 KCSSWDM wkz-ve, a, o - O, ti 25 CTS Pk Ho.� Qlo oRl Fi cE J b = o. '2235 = y. d23"✓ 1 rnGiRQ16� OVeA-flCrw Spi IvV!tr 14si VL9 S'-ecb'ayl 5.3. 1 6� +VLo- ! 996 KcSw D/Vt- wk-Q� -1-Il,e postd ev-e l op-ed 6?1oo - 2. 7 � G-Fz Th 01c ovQit{1mJ spillwcw z t/LSi bz a.v m owed -Fv. I I w i d+ti w 4k v i P be-g l h rG i rI & a point M id N/" OLC"Sf 41Z M ex4d,Kd i ?Ll dowlls--�rCav-, -fD w h -e/Lt ovfA.F! swS Y'e- p-� +fin +lit - con veij &yi c 2 xyS ,cm . D wacl -U a4cd tyvLp f,�&vidal vw-ei ✓ 3 3 p 3' �`� -Yi ERhEN l ov�rtFr oy� vvs I f p;Z) - N '�� -4 ov r w W5 FA FF&F ,1wn. I' deep spillvv d ow vls-I--eAVYL d-F ovt/ -PZ . r opt R.P oN�29/o5 J�1L I �� pWa-�c� i r� 0✓i� r 5►i._ ` wcA t,in&+ku vef0iVed Gv✓ea0E-f-Lu ovlFi(�: o,� A ° - �_Zh.} (o,b)(3(;oo)T j°'�� A 0= o r i -Fi Ce a AA6L- ,4 s p UK d .5t/L/1-12A U- AlL L- = hxa-d o-f vva--W above o7•iA' c6 [,hLoq k+ of vl�'J:m i,l -rf0 T= d�wa.�en,in�j tires (Lq kiO-VAS) t, . -t b 9 VA V I (32,7- -F- 1R-67-) A = 0.013I ✓ b -} late v2��r�C�l c3vifi c� dl �t w�¢t?�► yr b = `l3.5y) j d 013) !/ J a The Pit-rvya+ed V4.0 CAJ -nV6 i Goat vu &+ed ip irL t,tLSf b� a,-F 5�` 3.r✓5" d.I'awt �� i Vt ov d -&I +D i rn p vov e -FI aw clltoAa C+&t,iSfi'cs. JITIJ Sri 4 �.L� �, of i �� d f-s svi otia J b-p- l aft q e ,,VL 6Lt,9 11 So +llat 4VLL t" L to i . J n o+ V-e s-fv i Cf A ow -1h e L UW rot -I i 5 Co-vl'tvD I I eci Io �� -> Vie av i-Fi c e. mAd ct L I d i v -7 5 j2 A h,-F 2,15 I I 1 I I I I I j J j Flow Frequency Analysis Time Series File:sedpond.tsf Project Location:sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.188 3 2/09/01 2:00 0.007 7 3/06/02 16:00 0.280 2 2/27/03 7:00 0.001 8 10/28/03 10:00 0.010 6 1/27/05 9:00 0.014 5 1/18/06 16:00 0.041 4 1/31/07 23:00 0.448 1 1/09/08 7:00 computed Peaks SEDPONDPKS.pks (PVe—&VtkoP-M -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 0.448 1 100.00 0.990 0.2 2 25.00 0.960 0.188 3 10.00 0.900 4 5.00 0.800 0.014 5 3.00 0.667 0.010 6 2.00 0.500 0.007 7 1.30 0.231 0.001 8 1.10 0.091 0.392 50.00 0.980 gases - -7238 A6 6v�,-tvva�ti rAfs Gl �•� wc,-f� SedgyWU,q,fi P any(- . Page 1 j Input parameters used to create KCRTS peaks for Cottages West: Existing Site Conditions Pervious Areas Soil Type Cover Conditions Area Till I Forested 8.603 acres Developed Site Conditions Total Site Area Soil Type Cover Conditions Area Till Varies 8.603 acres Pervious Areas Soil Type Cover Conditions Area Till Grass 5.139 acres -5.14 Impervious Areas Soil Type Cover Conditions Area Till Roadway Irnprovements 1.332 acres Till Sidewalks 0.267 acres Till Cabana / Pool 0.172 acres Till Water Features (Ponds) 0.230 acres Till Lot Coverage (Cottages/Driveways) 1.463 acres Total 3.464 acres 3AC KCRTS output: Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates— -----Flow Frequency Analysis------- FlowRate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.553 2 2/09/01 18:00 0.708 1 100.00 0.990 0.150 7 1/06/02 3:00 0.553 2 25.00 0.960 0.410 4 2/28/03 3 : 0 0 :425 = Qlfl 3 10.00 0.900 0.014 8 3/24/04 20:00 0.410 4 5.00 0.800 0.244 6 1/05/05 8:00 0.358 5 3.00 0.667 0.425 3 1/18/06 21:00 0.244 6 2.00 0.500 0.358 5 11/24/06 4:00 0.150 7 1.30 0.231 0.708 1 1/09/08 9:00 0.014 8 1.10 0.091 Computed Peaks 0.656 50.00 0.980 Time Series File:postdev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 1.32 5 2/09/01 2:00 0.994 7 1/05/02 16:00 1.61 2 2/27/03 7:00 0.978 8 8/26/04 2:00 1.20 6 10/28/04 16:00 1.40 4 1118106 16:00 1: 42 2.78 1 1/09/08 6:00 Computed Peaks ----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 2.78 = Qioo 1 100.00 0.990 1.61 2 25.00 0.960 3 10.00 0.900 1.40 4 5.00 0.800 1.32 5 3.00 0.667 1.20 6 2.00 0.500 0.994 7 1.30 0.231 0.978 8 1.10 0.091 2.39 50.00 0.980 IX. I Bond Quantities, Facility Summaries, and Declaration of Covenant Cottages West 05/10/05 Da 98480 IX. Bond Quantities, Facility Summaries, and Declaration of Covenant The bond quantities worksheets are included on the following pages. Facility summary sheets and a declaration of covenant will be included in the final version of this report. Cottages West 05/10/05 DO 98480 CITY OF Federal Way PUBLIC WORKS DEPARTMENT BOND QUANTITIES WORKSHEET Project Name: & �� Date: o��y D✓ Project No.: By: f�Gc�l,�d Drcv�cccr��an. , pE Site Address: �53xx Jqq-" Av.Q,�� SW Fill in those items which pertain to this project and return to the Public Works Department ROAD CONSTRUCTION Clearing & Grubbing LS Bid Estimate Sawcutting LF 1.30 Excavation & Embankment CY 18.00 AC Pavement TN 40.00 CSTC TN 16.00 Cement Concrete Curb/Gutter SY 10.00 Extruded Asphalt Curb LF 4.00 Concrete Sidewalk LF 22.00 Concrete driveway approach SY 35.00 Monument in case EA 155.00 Adjust ex. monument to grade EA 330.00 Adjust ex. cb to grade EA 400.00 DRAINAGE PIPE 6" Pipe LF 11.00 8" Pipe LF 25.00 12" Pipe LF 40.00 18" Pipe LF 40.00 24" Pipe LF 53.00 36" Pipe LF 92.00 48" Pipe LF 85.00 54" Pipe LF 106.00 60" Pipe LF 130.00 72" Pipe LF 214.00 CATCH BASINS Inlet & Grate EA 475.00 CB Type I & Grate EA 900.00 CB Type II 48" & Grate EA 1,900.00 CB Type II 54" & Grate EA 2,000.00 CB Type II 60" & Grate EA 3,200.00 CB Type II 72" & Grate EA 5,000.00 CB Type II 84" & Grate EA 9,100.00 CB Type IF 96" &Grate 64 - Bid Estimate '360.00 - - Round solid locking lid - EA Abandon exiting cb EA 325.00 RoadwayPublic Improvements Improvements Quantity Price Quantity Price Bond Quantities Price Schedule & Worksheet 3 Bond Quantities Price Schedule & Worksheet 3 RETENTION/DETENTION CONTROL Pond Excavation & Spillway CY 7.00 Restrictor/Separator EA 750.00 Vault EA Bid Estimate Gravel Access Road LF 15.00 Rip Rap Outfall Protection CY 17.00 Bollards EA 500.00 Fencing (around pond) LF 12.00 Infiltration Trench w/12" Perf LF 18.00 Flow Spreader LF 20.00 Trash Racks EA 200.00 WATER QUALITY Bioswale EA Bid Estimate Wetvault EA Bid Estimate Stormfilter Vault EA Bid Estimate Stormwater wetland EA Bid Estimate Sand Filter EA Bid Estimate Catch basin inserts EA 800.00 Oil/Water Separator EA Bid Estimate High Flow Bypass EA Bid Estimate RETAINING WALLS & STRUCTURES Retaining Walls SF 23.00 Bridges LS Bid Estimate TRAFFIC & LIGHTING Signalization LS Bid Estimate Channelization LS Bid Estimate Signs EA 100.00 Streetlights (City Center) EA 5,000.00 Streetlights (Standard) EA 3,000.00 RIGHT-OF-WAY LANDSCAPING Street Trees EA 250.00 Sod SF 1.00 Shrubs (City Center) EA 6.00 Tree Grates (City Center) EA 700.00 SITE STABILIZATION/EROSION CONTROL Quarry Spalls TN 75.00 Seeding/Mulch Acre 3,000.00 Silt Fence LF 4.00 Netting Jute Mesh SY 13.00 Sediment Pond Standpipe EA 200.00 Sensitive Area Fencing LF 3.00 Catch basin inserts EA 70.00 Signature Firm Name 2010 $ 2.00 $ W 8 $ 72-0 DD $ $ Zl0 2 Ezo,av $ $ $ $ $ $ $ $ $ $ $ $ -1sa-vo o 0 $ $ ZD $ / 5D0• DD $ 1 1 5D $ y ( 000,v0 $ 2-00,D0 Z! $ I W70.Ov Subtotal I $ 8 7119.3 o I Subtotal - Bond Quantities Price Schedule & Worksheet 4 (2OW 2.ily-ill gI Telephone Number X. Operations and Maintenance Manual Cottages West 05/10/05 DCI 99480 X. Operations and Maintenance Manual Plat drainage improvements will be maintained by the owners of Cottages West. A maintenance and operation manual has been prepared by included. which outlines the care and operation of the storm drainage facilities. Cottages West 05/10/05 DC198480 I Private Operation and Maintenance Manual Plat of Tuscany Village Green — Cottages West City of Federal Way Project No. 00-104145-00-UP Prepared: July 2, 2002 DO Project: 98480 `1 Duncanson Company, Inc. 145 tSW 45SkStreet, .Suite 102 `.� (20 ,) 244-4141 General Pond Information: Maintenance Defect Conditions When Maintenance Results Expected When Component Is Needed Maintenance Is Performed General Trash & Debris Any trash and debris which exceed i cubic foot Trash and debris cleared•fram site. per 1,b04 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Poisonous Vegetation Any poisonous or nuisance vegetation which constitute a hazard to County personnel or No danger of poisonous vegetation where County personnel or the may the public. public might normally be. (Coordination with Seattle-Kng ' County Health Department) Pollution Oil, gasoline. or other contaminants of one gallon or more or any amount found that could: No contaminants present other than a surface film. (Coordination with 1 ) cause damage to plant, animal, or marine life; SeattlelKing County Health 2) constitute a fire hazard; or 3) be flushed Department) downstream during rain storms. Unmowed Grass/ Cover if facility is located in private residential area, mowing is needed when grass exceeds 18 When rounds is needed,er be 9 9 Ground inches in height. In -other areas, the general mowed to 2 Inches in height. policy is to make the pond site match adjacent ground cover and terrain as long as there is no Mowing of selected higher use areas rather than the entire slope interference with the function of the facility. may be acceptable for some situations. Rodent Holes Any evidence of rodent hales if facility is acting as a dam or berm, or any evidence of water Rodents destroyed and dam or berm repaired. (Coordination with piping through dam or berm via rodent holes. Seatil"ing County Health Department) Insects When insects such as wasps and hornets Insects destroyed or removed from interfere with maintenance activities. site. Tree Growth Tree growth does not allow maintenance access or interferes with maintenance activity (i.e., slope Trees do not hinder maintenance activities. Selectively cultivate trees mowing, silt removal, vactoring, or equipment such as alders for firewood. movements). If trees are not interfering with access, leave trees alone: Side Slopes of Pond Erosion Eroded damage over 2 inches deep where cause of damage is still present or where there Slopes should be stabilized by using appropriate erosion control is potential for continued erosion. measure(s); e.g., rack reinforcement, planting of grass, compaction. Storage Area Sediment Accumulated sediment that exceeds 10% of the Sedfnd she a and de outto desi and fined designed pond depth. reseeded if necessary to control erosion. Pond Dikes Settlements Any pan: of dike which has settled 4 inches lower designshouldbe built back to the than the design elevation. Emergency Rock Missing Only one layer of rock exists above native soil in Replace rocks to design standards. Overflow/Spillway area five square feet or larger, or any exposure of native soil at the top of out flow path of spillway. Rip -rap on inside slopes need not be replaced. Infiltration Pond: Maintenance Defect Conditions When Maintenance Results Expected When Component Is Needed Maintenance Is Performed General Trash & Debris See 'Ponds' Standard No. 1 Storage Area Filter Bags Rock Filters See 'Ponds' Standard No. 1 Poisonous Vegetation See 'Ponds' Standard No. 1 See 'Ponds' Standard No.1 Pollution See "Ponds' Standard No.1 See 'Ponds' Standard No. 1 Unmowed Grass/ See "Ponds' Standard No.1 See 'Ponds' Standard No.1 Ground Cover Rodent Holes See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 Insects See 'Ponds' Standard No.1 See 'Ponds" Standard No. 1 Sediment A percolation test pit or test of faciiity indicates facility is only working at 90% of its designed Sediment is removed and/or facility is cleaned so that infiltration system capabiiities. If two inches or more sediment is works according to design. present, remove. Sheet Cover (If Sheet cover is visible and has more that three Sheet cover repaired or replaced. Applicable) 1/4-inch holes in it. Sump Filled with Any sediment and 8ebris filling vault to 10% of Clean out sump to design depth. Sediment and Debris depth from sump bottom to bottom of outlet pipe (If Applicable) or obstructing flow into the connector pipe. Filled with Sediment and Debris Sediment and Debris Side Slopes of Pond Erosion Emergency Rock Missing Overflow Spillway Settling Ponds and Sediment Vaults Sediment and debris fill bag more than 1/2 full. Replace filter bag or redesign system. By visual inspection, little or no water flows Replace gravel in rock filter. through filter during heavy rain storms. See "Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 Remove when 6" or more. Note: Sediment accumulation of more than .25 inches per year may indicate excessive erosion is Occurring upstream of the facility or that conveyance systems are not being property maintained. The contributing drainage area should be checked for erosion problems or inadequate maintenance of conveyance systems if excessive sedimentation is noted in an infiltration facility. Check twice a year during first 2 years of operation; once a year thereafter. Clean manholes/catch basins, repair damaged Inlets/outlets, clean trash racks. Maintenance Defect Condition When Maintenance is Needed Results Expected When Maintenance is Performed Component Infiltration Pond Vegetation Vegetation such as grass and weeds needs to be mowed when it starts to impede infiltration function. Vegetation should be mowed to 2-inches in height. Trees and Mowing is generally required when height exceeds bushes should be removed 12 inches. where they impact the infiltrating area of the pond. Sand Filter Layer Sand filter layer has sediment deposits that exceeds 1/2-inch or the infiltration rate of the sand layer is Remove sediment and top layer of sand, and replace in kind per less than 2 in/ hr. specification. Sediment Sediment accumulations in pond bottom that Removal of sediment from pond Accumulation in exceeds 112-inch in depth or percolation test of the bottom. Pond Bottom pond indicates facility is only working at 90% of its design percolation rate. Trash and Debris Accumulation that exceeds 1-CF per 1,000-SF of Trash and Debris removed from pond area. a Inlett Outlet Pipe Inlet/ outlet pipe clogged with sediment and/ or Pckage in the No clogging or blockage inlet and outlet piping. debris material. _ Erosion Erosion of the pond's side slope and/ or scouring of Slopes should be stabilizedby usimeasures oper control the pond bottom, that exceeds 2-inches, or where is prevalent. and repair methods• potential for continued erosion Catch Basins: Maintenance Defect Component Conditions When Maintenance is Needed Results Expected When Maintenance is performed General Trash & Debris Trash or debris of more than 1/2 cubic foot which is No Trash or debris located (Includes Sediment) located immediately in front of the catch basin immediately in front of opening or is blocking capacity of the basin by basin opening. more than 10% Trash or debris (in the basin) that exceeds 113 the No trash or debris in the catch depth from the bottom of basin to invert the lowest basin. pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 113 of its height. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume Structure Damage to Comer of frame extends more then 3/4 inch past Frame and/or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into basin). Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame not sitting flush on top slab, i.e., separation Frame is sitting flush on top of more than 3/4 inch of the frame from the top slab. slab. Cracks in Basin Walls/ Cracks wider than 112 inch and longer than 3 feet, Basin replaced or repaired to Bottom any evidence of soil particles entering catch basin design standards. through cracks, or maintenance person judges that structure is unsound. Sediment/ Misalignment Fire Hazard Vegetation Pollution Cracks wider than 112 inch and Ionger than 1 foot No cracks more than 1/4 inch at the joint of any inlet/ outlet pipe or any evidence wide at the joint of inlet/oudet of soil particles entering catch basin through pipe. cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, oil and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. Basin replaced or repaired to design standards. No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place. Any open Catch basin cover is closed catch basin requires maintenance. Catch Basins (continued): Locking Mechanism Mechanism cannot be opened by on maintenance Mechanism opens with proper Not Working person with proper tools. Bolts into frame have less tools. than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove lid after Cover can be removed by one Remove applying 80 ibs. of lift; intent is keep cover from maintenance person. sealing off access to maintenance. -Ladder Ladder Rungs Unsafe Metal Grates Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. ds Laddall meets maintenance pesos safe access. Grate opening meets design standards. (If Applicable) Trash and Debris Trash and debris that is blocking more than 20% of grate surface. Grate free of trash and debris. Damaged or Grate missing or broken member(s) of the grate. Grate is in design standa place and meets Missing. EnergyDissi aters: Maintenance Defect Components External: Rock Pad Dispersion Trench ns When Maintenance is Needed Results Expected When Maintenance is Performed. Missing or Moved Oniy one layer of rock exists above native soil in Replace rocks to design Rack area five square feet or larger, ❑r any exposure of standards. native soil. Pipe Plugged with Accumulated sediment that exceeds 20% of the matches cleaned/flushed so that it Sediment design depth. n. Not Discharging Visual evidence of water discharging at points along trench (normal condition Trench must be redesigned or rebuilt to standards. Water Properly concentrated is a `sheet flow" of water along trench). Intent is to prevent erosion damage. Perforations Over 1/2 of perforations in pipe are plugged with Clean or replace perforated pipe. Plugged. debris and sediment. Water Flows Out Maintenance person observes water flowing out its Facility must be rebuilt or redesigned to standards. Top of "Distributor" during any storm less than the design storm or Catch Basin. causing or appears Ilkely to cause damage. Receiving Area Water in receiving area is causing or has potential No danger of landslides. Over -Saturated of causing landslide problems. Imemal: Manhole/ Chamber Wom or Damaged Structure dissipating flow deteriorates to 1/2 or Replace structure to design Post. Baffles, Side original size or any concentrated wom spot standards. of Chamber exceeding one square foot which would make structure unsound. See "Catch Basins" Standard No. Other Defects See "Catch Basins" Standard No. 5 5 Fencin Defect Conditions When Maintenance is Needed Results Expected When Maintenance Maintenance is Performed Components Any defect in the fence that permits easy entry Parts in place to provide adequate General Missing or Broken Parts to a facility. security. Erosion Erosion more than 4 inches high and 12-18 No opening under the fence that inches wide permitting an opening under a exceeds 4 inches in height. fence. Wire Fences Damaged Parts Post out of plumb more than 6 inches. Post plumb to within 1-1/2 inches. Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. Any part of fence (including post, top rails, and Fence is aligned and meets design fabric) more than 1 foot out of design alignment. standards. Missing or loose tension wire. Tension wire in place and holding fabric. Missing or loose barbed wire that is sagging Barbed wire in place with less than more than 2-1/2 inches between posts. 3/4 inch sag between post. Extension arm missing, broken; or bent out of Extension n i withno shape more than 1 1/2 inches. nplace bends larger g Deteriorated Paint or Part or parts that have a rusting or scaling Structurally adequate posts or th a uniform protective Protective Coating condition that has affected structural adequacy. poarts 9 Openings in Fabric Openings in fabric are such that an 8-inch- No openings in fabric. diameter ball could fit through. Conveyance S and Ditches}: Maintenance Defect Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Component Pipes Sediment & Debris Accumulated sediment that exceeds 20% of the Pipe cleaned of all sediment and debris. diameter of the pipe. Vegetation Vegetation that reduces free movement of water All vegetation removed so water flows freely through pipes. through pipes. Damaged Protective coating is damaged; rust is causing Pipe repaired or replaced. more than 5011% deterioration to any part of pipe. Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20°/n. Open Ditches Trash & Debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from ditches. square feet of ditch and slopes. Sediment Accumulated sediment that exceeds 20 % of the sDaned/ flushed of all itch cle and debris so that it design depth. matches design. Vegetation Vegetation that reduces free movement of water Water flows freely through through ditches. ditches. Erosion Damage to See "Ponds" Standard No. 1 See "Ponds" Standard No. 1 Slopes Rock Lining Out of Maintenance person can see native soil beneath Replace rocks to design _ Place or Missing (If the rock lining. standards. Applicable). See "Catch Basins: Standard No. 5 See "Catch Basins" Standard Catch Basins No. 5 See "Debris Barriers" Standard No.6 See "Debris Barriers" Standard Debris Barriers No. 6 (e.g., Trash Rack) Access Roads: Maintenance Defect Condition When Maintenance is Needed ResuMaintenancel ts Expected Performed Component General Trash and Debris Trash and debris exceeds 1 cubic foot per 1,000 Roadway free of debris which damage tires. square feet i.e., trash and debris would fill up could one standards size garbage can. Blocked Roadway Debris which could damage vehicle tires (glass Roadway free of which or metal). Road damage tires.debris Any obstruction which reduces clearance above Roadway overhead clear to 14 feet road surface to less than 14 feet. high. Any obstruction restricting the access to a 10 to Obstruction removed to allow at 12 foot width for a distance of more than 12 feet least a 12 foot access. or any point restricting access to less than a 10 foot width. Road Surface Settlement, Potholes, When any surface defect exceeds 6 inches in depth and 6 square feet in area. In general• any Road surface uniformly smooth withno evidenceof settlement, ent Mush Spots, Ruts surface defect which hinders or prevents potholes, spots, tls. maintenance access. Vegetation in Road Weeds growing in the road surface that are than 6 inches tall and less than 6 inches Road surface free of weeds taller than 2 inches. Surface more tall and less than 6 inches apart within a 400- square foot area. Modular Grid Build-up of sediment mildly contaminated with Removal of sediment and disposal in keeping with Health Department Pavement petroleum hydrocarbons. recemmendadons for mildly contaminated soils or catch basin sediments. Shoulders and Erosion Damage Erosion within 1 foot of the roadway more than 8 erosion Shoulder freefrof g surrounding road. Ditches inches wide and 6 inches deep. Weeds and Brush Weeds and brush exceed 18 inches in height or to 2 inches Wees in hetl ht orbrush clearedseared t such a way hinder maintenance access. as to allow maintenance access. I I We ond: Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Wetpond Vegetation Vegetation such as grass and weeds need to be Vegetation should be mowed to mowed when it starts to impede aesthetics of pond. 4 to 5 inches in height. Trees Mowing is generally required when height exceeds and bushes should be -removed 18-inches. Mowed vegetation should be removed where they are interfering with from areas where it could enter the pond, either pond maintenance activities. when the pond level rises, or by rainfall runoff. Trash and Debris Accumulation that exceeds 1 CF per 1000-SF of Trash and debris removed from pond area. pond. Inlet/ Outlet Pipe Inlet/ Outlet pipe clogged with sediment and/ or No clogging or blockage in the debris material. inlet and outlet piping. Sediment Sediment accumulations in pond bottom that Removal of sediment from pond Accumulation in Pond exceeds the depth of sediment zone plus 6-inches, bottom. Bottom usually the first cell. Oil Sheen on Water Prevalent and visible oil sheen. Removal of sediment from pond bottom. Erosion Erosion of the pond's side slopes and/ or scouring of Slopes should be stabilized by the pond bottom, that exceeds 6-inches, or where using proper erosion control continued erosion is prevalent. measures, and repair methods. Settlement of Pond Any par, of these components that has sattled 4- Dike/ berm is repaired to Dike/ Berm inches or lower than the design elevat cn, or specifications. inspector determines dike/ berm is unsound. Rock Window Rock window is clogged with sediment. Window is free of sediment and debris. Overflow Spillway Rock is missing and soil is exposed at top of Replace rocks to specifications. spillway or outside slope. I N O E^ O O O O F Q ON o00 N O %O O O OM 000 O O M 1 ^d• In N 0000 O O N U N M^ [� �n + h^ �-- N M N M h N N O 00 FO O N O I'D^ O 110 O M O�O N O ON O 00 00 r C N M In + In .•. .--• N M N 7 G, N O — •� a, Q (V 00 N N CD CD O �O ^ N W 00 CD CD�n O O O" O N O a1 0a h `0p \Op In O N U .-• N ^ h h ^ N n'i N �n —+ •• N O — Q •t In NO�CD 00 O ^oo NNO O In �M000 CD (ON �� In 'IT cn O Nu 00 •--� ^ h In + N In h N M N h^ cli O C O O h ¢ �O C4 O �O N O� O 0 M 0 O 0 OM CD d' frn Z N M M N O N U �O •-^ ^" h in + N M In N M N ••^ N N O O CD 00 ON (� ¢ � 'O N O �O '— �O CD O� M In I'D O 7 CD M N > O a N N N O N U h •-- [� 'n + N to N M N M N N 67 '''-ri C7 y - 'b b - V1 ` E E a Inv� b° U3 Ul a. 3 00 Inc W z oN �'E �.�� z z z z N A U M F N O 'O T DD dj M h ch+1 cn F n O\ "0 I In In M . • I'D N O_ 00 v M n et 7 d U,¢¢¢ ¢F' �� ¢¢w¢¢ C01cFn Q¢Q W O' U EW- y 0 o F o ca � o •a A E Ego 00-2 -22zx 2� a L,a c 0 e 0 °1 > 2 03 cs is -0 E > '7 E 0 •U 0 �v > > C O E N w cc C cn y •� C O O0 al L 0 7 0 ° cacd ' C O> " 00 bQ E N>> > E E> E o W o > `� •o E Ea_o c ri.E o E'cd E Ei O cn W cd E 0C C Y y O O N N `a E E 'c A En E i E.E. Cd E❑ c4 aE'� E a ^NN_. I UUoa�E U O'' F- Erw- CA .. `ca N o W I I = F' c. •m c'Yi cxi cMMa P. A > '— 5 "—' °'_ C a'i a'i o A+ O e e s E cn Q7 ryMcd� W W W C p �L�Y.J� Oz .y n •� CG L i a z � /�� A �... L �' P. 65 aoi Y a�i Ir ai F U O O cn E y w C❑ N �' U U [>» z O Cd V' `n E O r0- Ca ca jS] •C L tYN.. '� .Y E AFaa.w�c�33a¢� c`d C C V �• I 'N N O w i (naLi. N N N � a cnu F-�in�n�� %/ NORTHWEST LININGS AND GEOTEXTILES HDPE/LLDPE-FIELD SPECIFICATIONS AND INSTALLATION INTRODUCTION A. This manual describes the Quality Control Procedures utilized by Northwest Linings (NWL) Installation Personnel to assure quality workmanship and installation integrity of HDPE/LLDPE Geomembranes. B. Geosynthetic components of lining systems which are addressed in this manual are HDPE/LLDPE Geomembranes. NWL recognizes that specific documentation of the specific installation is required to substantiate this Quality Control Program. II. REFERENCES Note: Test equipment and procedures are used which enable effective and economical confirmation that the product will conform to specifications based on the noted procedures. Some test procedures have been modified for application to geosynthetics. All procedures and values are subject to change without prior notification. A. American Society for Testing and Materials (ASTM) 1. D 638 Standard Test Method for Tensile Properties of Plastics 2. D 792 Standard Test Method for Specific Gravity and Density of Plastics by Displacement 3. D 1004 Test Method for Initial Tear Resistance of plastic Film and Sheeting 4. D 1204 Test Method for Linear Dimensional Changes of Nonrigid Thermoplastic Sheeting or Film at Elevated Temperature 5. D 1238 Standard Test Method for Flow Rates of Thermoplastics by Extrusion Plastometer 6. D 1505 Test Method for Density of Plastics by the Density -Gradient Technique 7. D 1593 Specification for Nonrigid Vinyl Chloride plastic Sheeting. 8. D 1603 Test Method for Carbon Black in Oiefin Plastics 9. D 1693 Test Method for Environmental Stress -Cracking of Ethylene Plastics 10. D 3015 Standard Practice for Microscopical Examination of Pigment Dispersion in Plastic Compounds 11. D 4437 Practice for Determining Integrity of Field Seams Used in Joining Flexible Polymeric Sheet Geomembranes B. Federal Test Method Standards —101 Puncture Resistance C. NSF International — Standard 54 Flexible Membrane Liners III. DEFINITIONS A. Lot: A quantity of resin (usually the capacity of one rail car) used in the manufacture of polyethylene geomembrane rolls. The finished roll will be identified by a roll number traceable to the resin lot used. B. Construction Quality Assurance Consultant: Party, independent from Manufacturer and Installer, that is responsible for observing and documenting activities related to quality assurance during the lining system construction. C. Engineer: The individual or firm responsible for the design and preparation of the project's Contract Drawings and Specifications. D. Geomembrane Manufacturer: The party responsible for manufacturing the geomembrane rolls. E. Geosynthetic Quality Assurance Laboratory (Testing Laboratory): Party, independent from the Owner, Manufacturer, and Installer, responsible for conducting laboratory tests on samples of geosynthetics obtained at the site or during manufacturing usually under the direction of the Owner, F. Installer: The party responsible for field handling, transporting, storing, deploying, seaming, seam testing. G. Panel: The unit area of geomembrane that will be seamed in the field. A panel is identified as a roll or portion of a roll that is larger than 100 square feet. H. Subgrade Surface: The soil layer surface which immediately underlies the geosynthetic material(s). IV. SUBMITTALS POST -AWARD A. Conform to pertinent provisions of Specification Section , Submittals. B. Furnish the following product data, in writing, to the Engineer prior to installation of the geomembrane material. 1. Certify that geomembrane manufacturer is listed by Northwest Linings & Geotextile Products, Inc. 2. Resin Data shall include the following: Certification stating that the resin meets the specification requirements. _a) b) Certification stating all resin is from the same Manufacturer. 1 1 c) Copy of Quality Assurance/Quality Control certificates issued by Geomembrane Manufacturer and resin supplier shall be submitted. 3. Geomembrane Roll a) Certification stating that the resin meets the specification requirements. i b) Statement certifying no reclaimed polymer is added to resin (product run may 1 be recycled) c) Copy of quality assurance certificates issued by Geomembrane Manufacturer 1 JI shall be furnished. from 4. Extrudate resins and/or rod shall be certified that all extrudate is one Manufacturer, is the same resin type, and was obtained from the same resin supplier as the resin used to manufacture the geomembrane rolls. ` C. Furnish the following information to the Engineer and Owner prior to installation 1. Installation layout drawings -Submit drawings showing proposed panel layout including field seams and details. These drawings shall be approved prior to installing the geomembrane. This approval will be for concept only and actual panel placement will be determined by site conditions. 2. Installer's geosynthetic Field Installation Quality Assurance Plan D. Submittals on a daily basis during installation 1. Subgrade Acceptance Forms 2. All QC Documentation and Field Testing Results (Destructive & Non -Destructive Test Results) E. Submit the following to the Engineer upon completion of installation 1. VCertificate stating the geomembrane has been installed in accordance with the j Contract Documents. J r 2. Material and installation warranties. 3. As -built drawings showing actual Geomembrane panel placement and seams including typical anchor trench. V. QUALITY ASSURANCE A. The owner will engage and pay for the services of a Geosynthetic Quality Assurance Consultant and Laboratory to monitor geomembrane installation. VI. QUALIFICATIONS A. Geomembrane Manufacturer 1. Geomembrane shall be manufactured by one of the following manufacturer's (or approved equal). a) Serrot 2. The manufacturer shall have manufactured a minimum of 50,000,000 square feet of HDPE geomembrane during the last three years. B. Installer 1. Installation shall be performed by one of the following installation companies (or equal) a) Northwest Linings & Geotextile Products, Inc. 2. The Installer shall have installed a minimum of 10,000,000 square feet of HDPE geomembrane during the last 5 years. The installer shall have been in business under the same name for at least the last 5 continuous years. 3. The Installer shall have worked in a similar capacity on at least 10 projects similar in size and complexity to the project described in the Contract Documents. 4. The Master Welder shall have completed a minimum of 1,000,000 square feet of geomembrane seaming work using the type of seaming apparatus proposed for use on this project. VII. MATERIAL LABELING, DELIVERY, STORAGE AND HANDLING A. Labeling — Each roll of geomembrane delivered to the site shall be labeled by the manufacturer. The label shall clearly state the manufacturer's name, product identification, thickness, length, width and roll number. The label shall be found on either of the endcaps, an inside edge of the core, and outside the core. B. Delivery — The rolls of liner shall be packaged and shipped by appropriate means to prevent damage to the material and to facilitate off-loading C. Storage — The on -side storage location for geomembrane material should be level, smooth, elevated and dry (not wooden pallets). The storage place should be protected from theft and vandalism, and should be adjacent to the area to be lined. The Contractor shall provide a suitable storage site, which will protect the geomembrane from punctures, abrasions, excessive moisture and dirt. D. Handling —The materials are to be handled so as to prevent damage. Instructions for moving geomembrane rolls shall be provided by the Manufacturer upon request. VIII. WARRANTY 1. The material shall be warranted, on a pro-rata basis against manufacturer's defects for a period of 5 years from the date of geomembrane installation. 2. The installation shall be warranted against defects in workmanship for a period of 1 year from the date of geomembrane completion. IX. GEOMEMBRANE 1. The material shall be smooth/textured polyethylene geomembrane as shown on the drawings. 2. Resin A. Resin shall be new, first quality, compounded and manufactured specifically for producing geomembrane. B. Do not intermix resin types. C_ Natural resin (without carbon black) shall meet the following additional requirements. Property Test Method HDPE Resin Density (glcm) ASTM D 792 (B) or ❑ 1505 0.932-0.840 glcm3 Melt Flow Index ASTM D 1238 .20 - .23 /1 omm 'Ail procedures and values are subject to change without prior notification. 3. Geomembrane Rolls A. Do not exceed a combined maximum total of 1 percent by weight of additives other than carbon black. B. Geomembrane shall be free of holes, pinholes, bubbles, blisters, excessive contamination by foreign matter, and nicks and cuts on roll edges. C. Geomembrane material is to be supplied in roll form. Each roll is to be identified with labels indicating number, thickness, length, width and Manufacturer. D. All liner sheets produced at the factory shall be inspected prior to shipment for compliance with the physical appearance requirements listed in previous section and be tested by an acceptable method of inspecting for pinholes. If pinholes are located, identified, and indicated during manufacturing, these pinholes may be corrected during installation. 4. Extrudate Rod or Bead A. Extrudate material shall be made from same type resin as the geomembrane. B. Additives shall be thoroughly dispersed. C. Shall be free of contamination by moisture or foreign matter. X. HDPE/LLDPE GEOMEMBRANE INSTALLATION A. Earth Workrt 1. The general and/or earthwork contractor shall be responsible for preparing and maintaining the subgrade in a condition suitable for liner installation unless acreed otherwise. 2. Surfaces to be lined shall be smooth and free of debris, roots, and angular or sharp rocks to a depth of four (4) inches. All fill shall consist of well -graded material free of organics, trash, clayballs or other harmful matter. No sharp edged stones, stones larger than one (1) inch diameter or hard objects shall be allowed within the top four (4) inches of the subgrade. The surface shall be compacted in accordance with project specifications but in no event below the minimum required to provide a firm unyielding foundation sufficient to permit the movement of vehicles and welding equipment over the surface without causing rutting or other harmful effects. The subgrade shall have no sudden sharp or abrupt changes in grade. 3. The earthwork contractor shall protect the subgrade from becoming too dry, flooding and freezing. Protection, if required, may consist of a thin plastic protective cover (or other material as approved by the engineer) installed over the subgrade until the placement of the finer begins. Subgrade found to have cracks greater than 1/2 inch in width or depth or which exhibit swelling, heaving or other similar conditions shall be reworked by the general contractor to remove these defects. 4. Surface acceptance: Upon request, NWL will provide the Owner's Representative with a written acceptance of the surface to be lined. This acceptance will be limited to an amount of area that NWL is capable of lining in a particular work shift Subsequent repairs to the subgrade and the surface shall remain the responsibility of the earthwork contractor. B. Crest Anchorage System 1. The anchor trench shall be excavated by the earthwork contractor to lines and widths shown on the design drawings prior to geomembrane placement. 2. Anchor trenches excavated in clay soils susceptible to desiccation cracks should be excavated only the distance required for that days liner placement to minimize the potential for cracking of the clay soils. 3. Corners in the anchor trench shall be slightly rounded where the geomembrane enters the trench to minimize sharp bends in the liner. C. Preparation for Geomembrane Deployment 1. Panel Layout: Prior to liner deployment, layout drawings shall be produced to indicate the panel configuration and location of seams. 2. Identification: Each panel used shall be given a numeric or alpha -numeric identifier consistent with the layout drawing. This identification number shall be related to a manufacturing roll number. D. Field Panel Placement 1. Location: NWL will attempt to install field panels at the location indicated on the layout drawing. If panels are positioned in a location other than that indicated on the layout drawings, the revised location shall be noted in the field on a layout drawing, which will be modified at the completion of the project to reflect actual panel locations. 2. Weather Conditions: Geomembrane deployment shall not be done during any precipitation, in the presence of excessive moisture (i.e. fog, dew), in an area of standing or ponded water, or during high winds. 3. Method of Deployment: 1. The method and equipment used to deploy the panels must not damage the geomembrane or - - the-supporting-subgrade-surface. - --- 2. No personnel working on the liner will smoke, wear shoes that can damage the geomembrane, or engage in actions which could result in damage to the geomembrane. 3. Adequate temporary ballast and/or anchoring, (i.e. sandbags,) which will not damage the geomembrane, will be placed to prevent uplift of the liner by wind. 4. The geomembrane will be deployed in a manner to minimize wrinkles. 5. Any damage to a panel of geomembrane will be repaired in accordance with Section IV. Any area of a panel seriously damaged (torn, twisted, or crimped) will be marked, cut out, and removed from the work area with resulting seaming and/or repairs performed in accordance with Section IV of this document. E. Field Seaming 1. General Requirements: 1. Layout: In general, seams shall be oriented parallel to the slope, (down hill) not across the slope. Whenever possible, horizontal seams should be located not less than five (5) feet from the toe of the slope. Each seam shall be numbered in a manner compatible with the panel layout drawing for documentation of seam testing results. 2. Personnel: All personnel performing seaming operations shail be trained in the operation of the equipment being used and wN qualify by successfully welding a test seam as described herein. The project foreman will provide direct supervision of all personnel seaming to verify proper welding procedures are followed. F. Equipment: 1. Fusion Welding: Fusion Welding consists of placing a heated wedge, mounted on a self propelled vehicular unit, between two (2) overlapped sheets such that both sheets are heated to temperatures ranging from 600 degrees F. to 950 degrees F. After being heated by the wedge, the overlapped edges pass through a set of preset pressure rollers which compress the panels together forming a continuous homogenous fusion weld. The fusion welder is equipped with a temperature readout device which continuously monitors the temperature of the wedge. 2. Extrusion Fillet Welding: Extrusion welding consists of introducing a ribbon of molten resin along the edge of the seam overlap to the two sheets to be welded. The molten polymer causes some of the material of each sheet to be liquefied resulting in a homogeneous bond between the molten weld bead and the surfaces of the sheets. The extrusion welder is equipped with gauges giving the temperature in the apparatus and the preheat temperature at the nozzle. G. Seam Preparation: 1. Fusion Welding: 1. Overlap the panels approximately four (4) inches. 2. Clean the seam area prior to seaming to assure the area is lean and free of moisture, 1 dust, dirt and debris. 3. No grinding is required for fusion welding. 4. Adjust the panels so that seams are aligned with the fewest possible number of wrinkles and =--- 2. Extrusion Welding: 1. Overlap the panels a minimum of three (3) inches. 2. Temporarily bond the panels to be welded taking care not to damage the geomembrane. 3. Grind seam overlap prior to welding within 15 minutes of welding operation in manner that does not damage the geomembrane. 4. Clean the seam area prior to seaming to assure the area is clean and free of moisture, dust dirt and debris of any kind. 5. Purge the extruder prior to beginning the seam to remove all heat -degraded Extrudate from the barrel. 6. Keep welding rod clean and off the ground. H. Test Seams: Test seams shall be performed at the beginning of each seaming period and at least once each five hours for each seaming apparatus used that day. Test seams shall be made on fragment pieces of the liner and under the same conditions as actual seams. 1. Test Seam Length: The test seam shall be at least three feet long, made by joining 2 pieces at least 9" in width. 2. Sample Procedures: 1. Visually inspect the seam for squeeze out, footprint, pressure and general appearance. 2. Two samples one inch wide shall be cut from the test seam. The samples shall then be tested in peel and shall not fail in the seam. Failure shall be a film tear bond (FTB). If a sample fails, the entire procedure shall be repeated. _ 3. If any of the second set of samples fail, the machine shall not be accepted and used for seaming until the problem is corrected and 2 passing tests are achieved. y I 4. After completion of the test the remaining portion of the test seam shall be discarded. j Documentation of the test seams will be maintained by listing machine I.D. number, operators name, temperature control setting and test results. J5. Passing test results records shall be maintained on NWL's test weld report form. 6. If test samples are to act as destructive samples then the sample shall be marked, logged and saved. If samples are to be cut from the actual finished seam for Lab Testing, the test seams shall be discarded per above. 1 I. General Seaming Procedures: 1. Seaming shall extend to the outside edge of panels to be placed in the anchor trench. 2. While welding a seam, monitor and maintain the proper overlap. 3. Inspect seam area to assure area is clean and free of moisture, dust, dirt and debris of any kind. 4. While welding -a seam; monitor -temperature gauges to assure proper settings are maintained and that the machine is operating properly. 5. Align wrinkles at the seam overlap to allow welding through a wrinkle. 6. Fish mouths or wrinkles at seam overlaps that cannot be welded through shall be cut -along the ridge in order to achieve a flat overlap. The cut area shall be seamed. Any portion where the overlap is inadequate shall be patched with an oval or round patch extending six inches beyond the cut in all directions. 7. All cross/butt seams between two rows of seamed panels shall be welded during the coolest time of the day to allow for contraction of the geomembrane. 8. All "T joints shall have the overlap from the wedge welder seam trimmed back to allow an extrusion fillet weld. Then grind two inches on either side of the seam and extrusion weld all of the area prepared by grinding. J. Weather Conditions: NWL relies on the experience of the Project Superintendent and the results of test seams to determine seaming restriction by weather. Many factors, such as ambient temperature, humidity, wind, sunshine, etc., can effect the integrity of field seams and must be taken into account when deciding whether or not seaming should proceed. Test seams are required prior to daily production seaming to determine if the weather conditions will effect NWL's ability to produce qualify seams. Additional non-destructive and destructive testing of production seams substantiate the decision made by the Project Superintendent to seam on any given day. SECTION III Seam Testing -Quality Control-Geomembranes A. Concept: NWL installation crews will non-destructively test all field seams over their full length using air pressure testing, vacuum testing or other approved method, to verify the continuity and integrity of the seams. B. Air Pressure Testing: The weld seam created by the fusion welding process is composed of two welded seams separated by an unwelded channel approximately 3/8 of an inch wide. This channel permits seams to be tested by inflating the sealed channel with air to a predetermined pressure and observing the stability of the pressurized channel over time. C. Equipment for air testing: 1. An air pump (manual or motor driven) capable of generating and sustaining a pressure of 30 PSI. 2. A rubber hose with fittings and connections. 3. A sharp hollow needle with a pressure gauge capable of reading and sustaining a pressure of 30 PSI. 4. Procedure for air testing: 5. Seal both ends of the seam to be tested. 6. Insert needle in the sealed channel. 7. Inflate the test channel to a pressure between 25 to 30 PSI, in accordance with the following schedule, close valve, and observe initial pressure after approximately 2 minutes. INITIAL PRESSURE SCHEDULE* MAX. PRESSURE DIFF. MATERIAL (MIL) MIN. PSI MAX. PSI AFTER 5 MINUTES 40 25 30 4 50 26 30 4 60 27 30 4 80 30 30 4 100 30 30 4 * Initial pressure settings are read after a two minute relaxing period. The purpose of this period is to permit the air temperature and pressure to stabilize. 8. Observe and record the air pressure five minutes after the relaxing period ends. If loss of pressure exceeds the value above or if the pressure does not stabilize, locate the faulty area and repair. 9. Upon completion of the pressure test the end of the seam opposite the pressure gauge is cut. A decrease in gauge pressure must be observed or the air channel will be considered blocked and the test will be repeated after the blockage is corrected. 10. Remove needle and seal resulting hole by extrusion welding. 11. Record test results on non-destructive test form 12. In the event of a Non -Complying Air pressure test, the following procedure shall be followed. 13. Check seam -end seals and retest seams. 14. If non-compliance reoccurs, cut one inch samples from each end of the seam and additional samples at the distance specified. 15. Perform destructive field peel test on the samples. 16. If all samples pass destructive testing remove the overlap left by the wedge welder and perform an Air Pressure/Soap Test or vacuum test. 17. If a leak is detected by the air pressure/soap or the vacuum test, repair by extrusion welding. Test repair by vacuum testing. 18. If no leak is discovered air pressure/soap testing, the seam will pass non-destructive testing. 19. If no leak is discovered by vacuum testing, the seam will pass non-destructive testing. 20. If one or more samples fail the peel test, additional samples will be taken. 21. When two passing samples are located, the seam between these two locations will be considered complying. The area outside of this length will be considered non -complying and the entwe length extrusion welded. 22. Test the entire length of the repaired seam by vacuum testing. D. Air Pressure Testing/Soap Testing: This test is used when the seam fails the air pressure test due to slow pressure loss. The procedure is to constantly supply pressure to the seam air channel while spraying the length with a soap and water solution and visually examining the seam for bubbles. Note: This option is not recommended during high wind conditions. 1. Equipment for Air Pressure/Soap Testing: 1. The same equipment as the air pressure test. 2. A soap solution and means to apply the solution. 2. Procedure for Air Pressure/Soap Testing: 1. Trim excess overlap material off at edge of seam 2. Insert needle gauge assembly in opposite ends of the seam to be tested to show that pressure is continuous throughout the channel. 3. Maintain 30 psi 4. Apply soap solution to the weld edge and visually examine for bubbles. 5. If no bubbles appear the problem is with the inside track "secondary weld". This seam is acceptable providing it has passed peel tests. 6. If any bubbles appear on the outside track "Primary weld", repair defect by extrusion welding and vacuum test the repair. E. Vacuum Testing: This test is used when the geometry of the weld makes air pressure testing impossible or impractical or when attempting to locate the precise location of a defect believed to exist after air pressure testing. 1. Equipment for vacuum testing: 1. Vacuum box consisting of a rigid housing, a transparent viewing window, a soft neoprene gasket attached to the bottom, port hole or valve assembly and a vacuum gauge. 2. Vacuum pump assembly or compressor with a venturi equipped with a pressure controller and pipe connections. 3. A rubber pressure/vacuum hose with fittings and connections. 4. A soap solution with a means to apply the solution. 2. Procedure for Vacuum Testing: 1. Trim excess overlap from seam. 2. Apply soap solution to the area to be tested. 3. Place the vacuum box over the area and apply sufficient downward pressure to seal the box against the liner. 4. Open the vacuum valve and apply a minimum of 5 in. Hg vacuum to the area as indicated by the gauge on the box. 5. Ensure that a leak -tight seal is created. 6. -_. For a period -of-not less than thirty seconds, examine the geomembrane through the viewing window for the presence of soap bubbles. 7. If no bubbles appear after thirty seconds, close the valve and move overlap and repeat the process. 3. Procedure for non -complying test: 1. Mark all areas where soap bubbles appear and repair the marked areas. 2. Retest repaired areas. F. Destructive Testing: The purpose of destructive testing is to determine and evaluate seam strength. These tests require direct sampling and thus subsequent patching. therefore destructive testing should be held to a minimum to reduce the amount of repairs required. 1. Procedure for Destructive Testing: 1.1. Destructive test samples shall be marked and cut out randomly at a minimum average frequency of one test location every 700 feet of seam length. 1.2. Additional test may be taken in areas of contamination, offset welds, visible crystallinity or other potential cause of faulty welds. 1) Sample Size: a) The sample should be twelve inches wide with a seam fourteen inches long centered Lengthwise in the sample. The sample may be increased in size to accommodate independent lab testing by the owner or by specific project specifications. b) A one inch sample shall be cut from each end of the test seam for field testing on a calibrated field tensiometer. 2) The one inch wide samples shall be tested in the field for peel. If any field sample fails to pass FTB, it will be assumed the sample fails destructive testing. The procedures outlined in Section 2 shall be followed to locate passing samples to send to the laboratory. i) If the sample passes the field test, the remaining portion of the sample test strip shall be sent to Northwest Linings for laboratory testing to evaluate seam strength and confirm field testing. 1. Procedure in the event of Destructive Test Failure: 1. Cut additional field samples for testing. In the case of a field production seam, the samples must lie a minimum of ten feet in each direction from the location of the failed sample. Perform a field test with the tensiometer for peel strength. and confirm field testing. 2. If the laboratory samples pass, then reconstruct the seam up to the two passing sample locations. 1. Heat tack the overlap along the length of the seam to be reconstructed and extrusion weld. 2. Vacuum test the extrusion weld. 3. If either of the samples fail then additional samples are taken in accordance with the above procedure until two passing samples are found to establish the zone in which the seam should be reconstructed. 4. All passing seams must be bounded by two locations from which samples passing destructive test have been taken. 5. In the case of reconstructed seams exceeding 150 feet, a sample must be taken and pass destructive testing. 6. All destructive seam samples sent to Northwest Linings shall be numbered and recorded on a destructive seam test form. 3. Northwest Linings Quality Assurance Laboratory Testing: The remaining destructive sample will be sent to a qualified laboratory and will be tested in "Seam Strength" and "Peel Adhesion" (ASTM ❑ 3083 and ASTM D413) as modified in NSF Standard No. 64. Five specimens shall be tested for each test method with data recorded. Four out of the five specimens must pass for each test in order for the seam to pass the destructive test. G. Defects and Repairs: 1. Northwest Linings Project Superintendent shall conduct a detailed walk through and visually check all seams and non -seam areas of the geomembrane for defects, holes, blisters and signs of damage during installation. 2. All other NWL installation personnel shall at all times, be on the lookout for any damaged areas. Damaged areas shall be marked and repaired. 3. Repair procedures: Any portion of the geomembrane showing a flaw, or failing destructive or non- destructive test shall be repaired. Several procedures exist for repair, and the decision as to the appropriate procedure shall be made by NWL's Project Superintendent. Procedures available for repair. 1. Patching - used to repair large holes, tears and destructive sample locations. All patches shall extend at least six inches beyond the defect and all corners of patches shall be rcunded. 2. Grinding and welding - used to repair sections of extruded seams. 3. Spot welding or seaming - used to repair small tears, pinholes or other minor localized flaws. 4. Capping - used to repair lengths of failed extruded areas. 5. Removal of a bad seam and replacement with a strip of new material seamed into place. H. Verification of Repairs: Every repair shall be non-destructively tested using the methods set out in this manual Repairs which pass the non-destructive test shall be deemed adequate. Large repairs may require a destructive test. Repair test results shall be logged on a repair report form. 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The estate or interest in the land described herein and which is covered by this certificate is fee simple. 2. The estate or interest referred to herein, according to the public records, is at Date of Certificate vested in: MONTE B. POWELL and DIANE E. POWELL, husband and wife 3_ The land referred to in this certificate is situated in the State of Washington, and described as follows: Lot D. City of Federal Way Boundary Line Adjustment No. 00-104014- 00-SU, recorded under King County Recording Number 20011205900002, said Boundary Line Adjustment being a portion of the northeast quarter of the northeast quarter in Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington. RESUBMITTED O C T 3 1 2007 CITY OF FEDERAL WAY BUILDING DEPT. Order No. 661724 LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 1 A. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. S. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. B. SPECIAL EXCEPTIONS: As on Schedule B, attached. Order No. 661724 LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 2 SPECIAL EXCEPTIONS: 1. This report is restricted to the use of the addressee, and is not to be used as a basis for closing any transaction affecting title to said property. The liability of the Company is limited to $5,000.00. 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: IN FAVOR OF: City of Federal Way CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER: 89-2-25115-9 PURPOSE: Slopes and utilities AFFECTS: Southwesterly portion of said premises AREA AFFECTED: That portion of the south three-quarters of the west half of the east half of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, lying westerly, southwesterly and southerly of the following described line: Beginning at'a point on a line 30 feet easterly of and parallel with the centerline of 2nd Avenue Southwest as surveyed under King County Road Survey No. 25-21-3-7A, said point being opposite Engineer's Station 1+35; thence southerly to a point on a line 52 feet northerly of and concentric with the centerline of Southwest 356th Street, as surveyed under said Road Survey, said point being opposite Engineer's Station 66+00; thence easterly to a point on a line 47 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 66+30; thence easterly along said parallel line to a point opposite Engineer's Station 67+75; thence easterly to a point on a line 50 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 68+00; thence easterly to a point on a line 47 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 68+25; thence easterly along said parallel line to the easterly line of said property; That portion of the south three-quarters of the east half of the east half of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, lying southerly, southeasterly and easterly of the following described boundary: Beginning at a point on the westerly line of said property, said point being the intersection of said westerly line with a line 47 feet northerly of and parallel with the centerline of Southwest 356th Street as surveyed under King County Road Survey No. 25-21-3- 7A; thence easterly along said parallel line to a point opposite Engineer's Station 69+05; thence easterly to a point on a line 60 (continued) Order No. 661724 LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 3 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 69+50; thence easterly to a point on a line 57 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 70+00; thence easterly to a point on a line 47 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 70+40; thence easterly along said parallel line to a point opposite Engineer's Station 70+75; thence easterly to a point on a line 51 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 70+85; thence easterly to a point on a line 48 feet northerly of and parallel with said centerline, said point being opposite Engineer's Station 71+00; thence easterly along said parallel line to a point opposite Engineer's Station 71+50; thence northeasterly to a point on a line 58 feet westerly of and parallel with the centerline of 1st Avenue South as surveyed under said Road Survey, said point being opposite Engineer's Station 4+50; thence northerly to a point on a line 53 feet westerly of and parallel with said centerline, said point being opposite Engineer's Station 5+00; thence northerly along said parallel line to a point opposite Engineer's Station 5+50; thence northerly to a point on a line 48 feet westerly of and parallel with said centerline, said point being opposite Engineer's Station 6+00; thence northerly to a point on a line 61 feet westerly of and parallel with said centerline, said point being opposite Engineer's Station 6+50; thence northerly to a point on a line 50 feet westerly of and parallel with said centerline, said point being opposite Engineer's Station 6+97; thence northerly to a point on a line 30 feet westerly of and parallel with said centerline, said point being opposite Engineer's Station 9+50 NON-EXCLUSIVE EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: i:V4F Village Green of Federal Way, a Retirement Community, LLC and Pan Western Land Company, Inc., a Washington corporation RECORDED: September 3, 1996 RECORDING NUMBER: 9609031406 (continued) Order No. 661724 LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 4 4. EXCLUSIVE EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: Village Green of Federal Way, a Retirement Community, LLC, Pan Western Land Company, Inc., a Washington corporation and Monte B. Powell RECORDED: RECORDING NUMBER: September 3, 1996 9609031407 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: Construct, operate, maintain, repair, replace and enlarge one or more electric transmission and/or distribution lines with all necessary or convenient appurtenances AREA AFFECTED: The east ten feet of said premises RECORDED: September 13, 1996 RECORDING NUMBER: 9609131083 G. EXCLUSIVE EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: Monte B. Powell and Diane E. Powell, husband and wife, and Village Green of Federal Way, a Retirement Community, LLC RECORDED: RECORDING NUMBER: January 7, 1999 9901071544 7. EXCLUSIVE EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: Village Green of Federal Way, a Retirement Community, LLC, and Monte B. Powell and Diane E. Powell, husband and wife RECORDED: February 27, 2001 RECORDING NUMBER: 20010227000472 (continued) Order No. 661724 LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 5 8. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: RECORDING NUMBER: July 8, 1999 19990708900011 9. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: RECORDING NUMBER: December 5, 2001 20011205900002 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: Federal Way Water and Sewer District and Emerald Forest Associates, Ltd., a California Limited Partnership RECORDED: February 10, 1988 RECORDING NUMBER: 8802100726 REGARDING: Construction of water and sewer mains 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: RECORDED: RECORDING NUMBER: REGARDING: Lakehaven Utility District; and Huntington Park Builders Inc April 8, 1996 9604081934 Charges due for sewer and water mains, as constructed AGREEMENT MODIFICATION AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: May 16, 1997 9705161353 The lien of said agreement has been released by instrument recorded under Recording Number 19990929001213. (continued) Order No. 661724 LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 6 12. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: Lakehaven Utility District; and Huntington Park Builders Inc. RECORDED: April 8, 1996 RECORDING NUMBER: 9604081935 REGARDING: Charges due for sewer and water charges, as constructed 13. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: Lakehaven Utility District and Huntington Park Builders, Inc. RECORDED: December 16, 1998 RECORDING NUMBER: 9812160485 REGARDING: Agreement regarding sanitary sewer and water distribution systems The lien of said agreement has been released by instrument recorded under Recording Number 20000721000406. 14. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2007 TAX ACCOUNT NUMBER: 302104-9017-07 LEVY CODE: 1205 CURRENT ASSESSED VALUE: Land: $252,000.00 Improvements: $0.00 AMOUNT BILLED GENERAL TAXES: $2,868.03 SPECIAL DISTRICT: $1.86 TOTAL BILLED: $2,869.89 PAID: $1,434.95 TOTAL DUE: $1,434.94 END OF SCHEDULE B Title to this property was examined by: David Clasen Any inquiries should be directed to one of the title officers set forth in Schedule A. CC: Powell Builders/Des Moines/Attn: Todd Powell can/20070829001283 Portion of the northeast 14 30-21-4 7�(lf7 ry JJJ� �L� 707p�a8 =1ntR �4 SCTV.slt'Y...ti" 44 r ti5 SF 72001 I� 1' • F OP I BAR & CAP 2SQ UFp OH9L�INE�P1ISED �AS A POW 00 �ry J� THE SO 1H I E k- — F 1 g 10 10xG.�.�� F-SW 355TH PL _ �\ ixt Ld v°Qi 1�yR 1 (OOµP 3 LpT � O g4SO �R$) �` ' �TUE �1r 55 Ar TITS � 199907 z N88'Si'D4'W 12.Q0'{Rg} 1v �AXG.90AI 7 t N88'30'212"W'1'2.00'(R4) 300 S.F• �Ly 588'29)4R E 12.00'(C) ?A1 d Rg g500) Q) j i3�Y�, • ' . . � : - j �NB8Wq3. p1'453 "HW 30.00'(N)`s X�r�97.-1 9 N88'31'43"W 30.00'(R5) N88'29'44"WC) NB 52W'(R4) 234.68'(C) oz S8830'0 11"E 30.00'(M) N88'31'4W 234,66'w(R 1 42 W FOUND LUND 3 FOUND PK & WASHF�R y N ^ BAR & CAP ro � z Ui � N b L w qq v"�i a 7 LU Lij 1 Q-- 0 N �- w v o N'^� v ^ L= 39.39 (C) L= 39.40 (R4) o (./) O �. N N N Cv N 39.41'(R5) R= 25.00' `� ""r) M N N L= 39.13'(C) o U) o 0 NW n 1 N n z z L= 39.13'(R4)(R5) FOUND 2" BRASS DISK iv N88'50'40"W 534.96'(RS) R= 25.00 i WI �H PUNCH & L.S. f15667 Q N v N88'49'52"W 534.35'(R4) N88'48'45'W 534.35'(C) IN 2" PIPE IN CONC. IN o 0 CASE DN. 0.5' z _ SW_356TH_ST. FOUND 2" BRASS DISK N88'48'45"W 604.73'( M 4V A\\k PACIFIC NORTHWEST TITLE Order N o . 661724 Company of Washington, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. t 20070829001283.001 1. I I 20070253 Return Address: ,00 pAGE001 OF OZ4 K:NG9C6UNT'(, WA TIMOTHY M. FRIEDRICHSEN Amicus Law Group, PC E2373 1 1325 Fourth Avenue, Suite 940 08/29/2007 12:28 YINNZ COUNTY. WA $1000 Seattle, WA 98101 SALE $0.,s0 PRGE001 OF 001 CORRECTION QUIT CLAM DEED I L E D BY P N W T GsL601�t-z Grantor: Village Green of Federal Way, A Retirement Community, LLC Grantee: Monte B. Powell and Diane K Powell, Husband and Wife Old Legal Description: (9 43- Metes and Bounds Description Portion of the NE Quarter of Section 30, Township 21 North, Range 4 East, W.M., King County, State of Washington See full legal description on Page 2 of Correction Quit Claim Deed Corrected Legal Description: Lot D of BLA 00-104014-00-SU Portion of the NE Quarter of Section 30, Township 21 North, Range 4 East, W.M., King County, State of Washington See full legal description on Exhibit A attached hereto Tax Parcel No. 3021049017 THIS CORRECTION QUIT CLAIM DEED is being recorded to clear title and correct the legal description contained in the February 27, 2001 Quit Claim Deed bearing recording number 20010227000471 wherein the GRANTOR, Village Green of Federal Way, a Retirement Community, LLC, for and in' consideration of making a capital distribution to the Grantees, conveyed and quit claimed to MONTE B. POWELL and DIANE E. POWELL, husband and wife, of the City of Federal Way, County of King, State of Washington, the following described real estate, situated in the County of King, State of Washington, together with all after acquired title of the Grantor therein. CORRECTION QUIT CLAIM DEED - 1 20070829001233.002 This Correction Quit Claim Deed is to replace the following legal description: Commencing at the southeast corner of the northeast quarter aft northeast quarter of Section 30, Township 21 North, Mange 4 Past, W Nl , said point also being the intersection of Ist Ave So and S W 356th Street, thence North 011128' 56" Fast, along the mataffi ie of 1st Avenue S . 213 15 feet, thence North 881'01' 04"West, 42 0U fed, la a paint an the west margrn.of 1st Aveime S as condemned for strect purposes in King County Superior Court Cause Number 89 2 25115-9, said point being the True Point of Beginning, thence contouring North 8801 F 04" West, 234 66 feet, thence North 43°12' 24" West, 177 24 feet, thenm North 01609' 14" Past, 163 80 feet, thence North f VIT21"East, 29198 Beet to the west lute of the east half ofthe northeast quarter of the northeast quarter of said Section 30, thence South. 01 `28'17" West, along said west line, 432 69 feet, thence South 88031'41" East, 30 00 feet to the cast margin of 2nd Ave S W, the= Smith 0ing' 1T, West, along saad east margin,132 22 feet, to a lrointar curvature, thence along a curve to Elie left, the center of which hears Mouth 88°31'43" East, 25 00 feet di slant, through a central angle of 90918'57", an arc distance of 39 41 fed to tho north margin of S W 356"' St, thence South 88°50'40" last, along said north margin, 534 96 feet, thence along a curve to the left, the center of which bears 1+101°28'5ti E, 25 00 feet distant, through a mritral angle of 89°40'24" , an arc distance of 3913 feet to the west margin of 1'L Avenue S , thence' N 01°28'56" E, along said west margin, 15153 feet to the True Point of Beginning Situate in the City of Federal Way, County of King, State of Washington With the following correct legal description: See legal description on Exhibit A attached hereto and by this reference frilly incorporated herein. DATED this day of August, 2007. Grantor Village Green of Federal Way, A Retirement Community, LLC By Monte B. Powell Its Manager CORRECTION QUIT CLAIM DEED - 2 20070829001283 003 STATE OF WASIENGTON ) ) ss. COUNTY OF KING ) On this 23. day of August, 2007, I certify that I know or have satisfactory evidence that MONTE B. POWELL is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Manager of Village Green of Federal Way, A Retirement Community, LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. GIVEN UNDER MY HAND AND OFFICIAL SEAL the day and year in this certificate first above written. JODI SO1ES N6TARY PUBLIC STATE OF WASHINGTON commI5Sl0N EXPIRES 01--09-11 CORRECTION QUIT CLAIM DEED - 3 (Signature) (Print Name) NOTARY PUBLIC in and for the State of Washington, residing a#: My Commission expires: 20070829001283.004 E=1T A TO CORRECTION QUIT CLAIM DEED Lot D, City of Federal Way Boundary Line Adjustment No. 00-104014- 00-SU, recorded under King County Recording Number 20011205900002, said Boundary Line Adjustment being a portion of the west half of the northeast quarter of the northeast quarter in Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington. Tax Parcel No. 3021049017 CORRECTION QUIT CLAIM DEED - 4 'J NON-EXCLUSIVE EASEMENT AGREEMENT THIS AGREEMENT, made and entered into this 30th day of August, 1996, by and between Village Green of Federal Way, A Retirement Community, LLC, (Grantor) and Pan Western. Land Company, Inc., a Washington corporation (Grantee), is made with reference to the following facts: A, Grantor is the owner of the real property known as Lot 1 and described in Exhibit A attached hereto and incorporated herein by reference. B. Grantee is the owner of the real property known as Lot 2 and described in Exhibit B attached hereto and incorporated herein by reference. C p C. Grantee has sold Lot i to Grantor under the terms of a Real Estate Purchase and ' Sale Agreement dated August 30, 1996, and in connection with such sate, the parties have agreed to establish certain easements for ingress and egress and for the installation of utility services, = ,qMover, across and under a portion of Grantor's property. NOW THEREFORE, the parties agree as follows: 1. Grant of Easement. Grantor grants to Grantee a non-exclusive perpetual easement on Lot i for the benefit of Lot 2 owned by Grantee, for ingress and egress to such adjacent property, and for the service to and use by such adjacent property of sewer, water, drainage, storm water lU detention, electric, gas, telephone, television, cable, and other utility facilities. The easement j —A gamed hereunder shah be at the locations provided and in the dimensions prescribed in plans for a residential construction project to be developed by Grantor on Lot 1 as approved by the City of Federal Way, Washington. The reserved easement shall run with the land and shall inure to the benefit and use of Lot 2, the Grantee's successors, heirs and assigns, as well as to the benefit and use of the Grantor, its successors, heirs and assigns, and for the benefit of owners of property served by the easement, or for each authority, cornmxssion, corporation, municipality or other agency supplying facilities or providing utility service. '1 2, Instal tion and to of R ad. In connection with that portion of the easement for purposes of ingress and egress described above it is agreed between the Grantor and the Grantee and their respective successors, heirs and assigns that the Grantor shall be solely responsible for the initial installation, construction and inspection costs of the access road created on Lot 1, including installation, construction and inspection costs of that portion of the access road on Lot 1 which leads up to the boundary line of Lot 1 with Lot 2. The Grantee and its successors, heirs and assigns shall bear the costs of installation, construction, reconstruction, relocation, removal, maintenance, repair, operation and inspection of any access roads which begin at the Lot 1 boundary and continue within Lot 2. After initial construction and installation of the access road, the Grantor and the Grantee, and their respective successors, heirs and assigns shall mutually share, in proportion to the number of residential units existing on each property, any costs of reconstruction, relocation, removal, maintenance and repair of that portion of the Non -Exclusive Easement Agreement Page 1 tz i9 V4 �3 access road which following the most direct path thereto, begins at the initial access to Lot I from the street owned by the City of Federal Way and leads to Lot 2. 3, Utilities Installation an . In connection with that portion of the easement for purposes of sewer, water, drainage, storm water detention, electric, gas, telephone, television, cable, and other utility facilities ("Utility Facilities") described above it is understood between the Grantor and the Grantee and their respective successors, heirs and assigns that the Grantor shall be solely responsible for the initial installation, construction and inspection costs of all such Utility Facilities installed within Lot I including those Utility Facilities which lead from Lot i up to the boundary line of Lot 1 and Lot 2. The Grantee and its successors, heirs and assigns shall bear the costs of installation, construction, reconstruction, relocation, removal, maintenance, repair, operation and inspection of any Utility Facilities which begin at Lot 1 boundary and Continue within Lot 2. After initial construction and installation of the Utility Facilities within Lot 1, the Grantor and the Grantee, and their respective successors, heirs and assigns shall mutually share, in proportion to the number of residential units served thereby, any costs of reconstruction, relocation, removal, maintenance and repair of mutually used Utility Facilities that exist within Lot 1. . 4. Cgvenants Runni -L wit e L This agreement shall be a covenant running with the land and shall be binding upon all parties hereto, their respective heirs, successors and assigns. Dated this 30th day of August, 1996. Grantor: Village Green of Federal Way, A Retirement Community, LLC Grantee: Pan Western Land Company, Inc By Monte B. Powell By Monte B. Powell, Its Managing Member Its President Non -Exclusive Easement agreement Page 2 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) -44 +1, (--1-- On this,day of August, 1996, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Monte B. Powell, to me known to be the 'individual that executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned, and on oath stated that said individual was authorized to execute said instrument. WITNESS my hand and official seal hereto eldj the day and year first above written_ Signature of Notary SUSAN K BERRY STATE OF WMKINGTON NOTARY PUBLIC in CQWiS9= opla 4-23-04 CA - 0 y �•�y J �► 4 Ji .�i h a Non -Exclusive Easement Agreement Page 3 P Printed Name of Notary: ' NOTARY PUBLIC in and for the State of Washington My appointment expires: 4 z3 9F EXI-DBIT A LEGAL DESCRIPTION OF LOT I Lot 1, City of Federal Way Boundary Adjustment Number BLA 96-0005, as recorded under Recording Number 9607099005. Said Boundary Line Adjustment being a portion of the south half of the northeast quarter of the northeast quarter of the northeast quarter; AND the southeast quarter of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, W.K lying North of a line beginning at a point on the centerline of I st Avenue South which bears South 01°28'56" West, 901.17 feet distant from the northeast comer of said Section 30; thence North 88031704" West 220.00 feet; thence North 63° 12'21" West, 483 AS feet to the west line of the southeast quarter of the northeast quarter of the northeast quarter of Section 30, and the terminus of said line; EXCEPT the east 30.00 feet for 1st Avenue South; SITUATE in King County, Washington. Non -Exclusive Easement Agreement Page 4 LEGAL DESCRIPTION OF LOT 2 Lot 2, City of Federal Way Boundary Adjustment Number BLA 96-0005, as recorded under recording Number 9607099005; Said Boundary Line Adjustment being a portion of the south half of the northeast quarter of the northeast quarter of the northeast quarter; AND the southeast quarter of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, W.K lying South of a line beginning at a point on the centerline of l st Avenue South which bears South 01128'56" West, 901.17 feet distant from the northeast corner of said Section 30; thence North 88*3l'"' West 220.00 feet; thence North 63012'21" West, 493.48 feet to the west line of the southeast quarter of the northeast quarter of the northeast quarter of Section 30, and the terminus of said fine; EXCEPT that portion conveyed to King County for S.W. 356th Street by Deed recorded under recording number 698903, AND EXCEPT the east 30.00 feet for 1st Avenue South; AND EXCEPT the following portions of the above described premises, all as condemned for street purposes in King County Superior Court Cause Number 89-2-25115-9, being described as follows: the southerly 12.00 feet; the northerly 255.00 feet of the southerly 267.00 feet of the easterly 12.00 feet; a fillet area lying southeasterly of a circular curve having a radius of 25,00 feet, concave to the northwest, said curve being tangent to aline 42.00 feet northerly of and parallel with and the centerline of S.W. 356th Street, as surveyed under King County Road survey Number 25-21-3-7A and tangent to a line 42.00 feet westerly of and parallel with the centerline of 1st Avenue South; The westerly 30.00 feet of the northerly 15 8. 00 feet of the southerly C� 170.00 feet: a fillet area lying southwesterly of the are of a circular curve of Qj radius 25.00 feet concave to the northeast, said arc being tangent to a line 42.00 feet northerly of and parallel with the centerline of S.W. 356th Street; as surveyed under King County Road Survey Number 25-21-3-7A and tangent to a line 30.00 feet easterly of and parallel with the centerline of 2nd Avenue S.W.; SITUATE in King County, Washington. Non -Exclusive Easement Agreement Page 5 `7 EASEMENT AGREEMENT / -1 I ' THIS AGREEMENT, made and entered into this 30th day of August, 1996, by and between Village Green of Federat Way, A Retirement Community, LLC, (Grantor) and Pan Western Land Company, Inc., a Washington Corporation (Pan Western), and Monte B. Powelt, (Powell), is made vvith reference to the following facts: A. Grantor is the owner of the real property known as Lot 1 and described in Exhibit A attached hereto and incorporated herein by reference. B. Pan Western has sold Lot I to Grantor under the terms of a Real Estate Purchase and Sale Agreement dated August 30, 1996, and in connection with such sale, the parties have agreed to establish certain easements for ingress and egress and for the installation of utility services, over, across and under a portion of Grantor's property. C. Powell is the majority shareholder of Pan Western. NOW THEREFORE, the parties agree as follows: 1. Grant of Easement. Grantor grants to Pan Western and Powell (collectively, "Grantees"), an exclusive perpetual easement on Lot 1 for the benefit of Grantees, their successors, heirs and assigns, to benefit any property which is adjacent to Lot 1 and which is 1 IN/ hereafter acquired by Pan Western or Powell! The purpose of such easement shall be to provide { ingress and egress to any such adjacent property, and for the service to and use by such adjacent property of sewer, water, drainage, storm water detention, electric, gas, telephone, television; !� cable, and other utility facilities. The easement granted hereunder shall be at the locations w provided and in the dimensions prescribed in plans for a residential construction project to be developed by Grantor on Lot 1 as approved by the City of Federal Way, Washington. The reserved easement shall not run with the land but shall be exclusive to Grantees, their successors, heirs and assigns, as well as to the benefit and use of the Grantor; its successors, heirs and assigns, 4� and for the benefit of owners of property served by the easement, or for each authority, commission, corporation, municipality or other agency supplying facilities or providing utility service. 2. Installation and Mainz a_nce 91Road. In connection with that portion of the easement for purposes of ingress and egress described above it is agreed between the Grantor and the Grantee and their respective successors, heirs and assigns that the Grantor shall be solely responsible for the initial installation, construction and inspection costs of the access road created on Lot 1, including installation, construction and inspection costs of that portion of the access road on Lot 1 which leads up to the boundary line of Lot 1 and any such adjacent property acquired by Grantees. The Grantees and their successors, heirs and assigns shall bear the costs of installation, construction, reconstruction, relocation, removal, maintenance, repair, operation and inspection of any access roads which begin at the Lot I boundary and continue within such adjacent property. After initial construction and installation of the access road, the Grantor and the Grantees, and their respective successors, heirs and assigns shall mutually share, in proportion Exclusive Easement Agreement Page 1 to the number of residential units existing an each property, any costs of reconstruction, relocation, removal, maintenance and repair of that portion of the access road which, following the most direct path thereto, begins at the initial access to Lot 1 from the street owned by the City of Federal Way and leads to such adjacent property. 3. Utilities Installation and Mainz nance. In connection with that portion of the easement for purposes of sewer, water, drainage, storm water detention, electric, gas, telephone, television, cable, and other utility facilities ("Utility Facilities") described above it is understood between the Grantor and the Grantee and their respective successors, heirs and assigns that the Grantor shall be solely responsible for the initial installation, construction and inspection costs of all such Utility Facilities installed within Lot 1 including those Utility Facilities which lead from Lot 1 up to the boundary line of Lot i and any adjacent property acquired by Grantees. The Grantees and their successors, heirs and assips shall bear the costs of installation, construction, reconstruction, relocation, removal, maintenance, repair, operation and inspection of any Utility Facilities which begin at Lot 1 boundary and continue within their adjacent property. After initial construction and installation of the Utility Facilities within' Lot 1, the Grantor and the Grantees, and their respective successors, heirs and assigns shall mutually share, in proportion to the number of residential units served thereby, any costs of reconstruction, relocation, removal, maintenance and repair of mutually used Utility Facilities that Exist within Lot 1. 4, Covenants Exclusive to Gs tees. This agreement shall not be a covenant running with the land, but shall be binding only upon all parties hereto, their respective heirs, successors and assigns. Dated this 30th day of August, 1996. Grantor: Village Green of Federal Way, A Retirement Community, LLC By Monte B. Powell Its Managing Member Exclusive Easement Agreement Page 2 Grantees: Pan Western Land Company, Inc. By Monte B. Towel , Its President Monte B. Powell, Indiwidua ly STATE OF WASHINGTON } ss. COUNTY OF KING } On this nth day of August, 1996, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Monte B, Powell, to me known to be the individual that executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned, and on oath stated that said individual was authorized to execute said instrument. WITNESS my hand and official seal hereto e:d the day and year first above written. Signature of Notary SUSAN M, BERRY STATE OF wASNIIOGTON NOTAR1f""•-- PUBLIC I[Y CO#WM D►ma 4-23-00 Exclusive Easement Agreement Page 3 '50Sa 4l (' ) `� T Printed Name of Notary` NOTARY PUBLIC in and for the State of Washington My appointment expires: LEGAL DESCRIPTION OF LOT 1 Lot 1, City of Federal Way Boundary Adjustment Number BLA. 96-0005, as recorded under Recording Number 9607099005; Said Boundary Line Adjustment being a portion of the south half of the northeast quarter of the northeast quarter of the northeast quarter; AND the southeast quarter of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, W.M, lying North of a line beginning at a point on the centerline of 1 st Avenue South which bears South 01028'5611 West, 901. t7 feet distant from the northeast comer of said Section 30; thence North 88a31'04" West 220,00 feet; thence North 631112'21" West, 493.48 feet to the west line of the southeast quarter of the northeast quarter of the northeast quarter of Section 30, and the terminus of said line; EXCEPT the east 30.00 feet for Ist Avenue South; SITUATE in King County, Washington, Exclusive Easement Agreement Page 4 _D FOR RECORD AT REQUEST OF: i J11C!I PnY`1ER _y7ATE DEPARTMENT p4V�'ErT 4,0. BOX 97034 g 9734 A00AWASA BELLEVUE, WASHINGTON 9800 EASEMENT ORIGINAL¢ 2 -1 For and in consideration of One Dollar ($1.00) and other valuable considerahan, the receipt of which is hereby acknowledged, VILLAGE GREEN OF FEDERAL WAY, A RETIREMENT COMMUNITY, LL.C. (-Grantor" herein), hereby grants, conveys and warrants to PUGET SOUND POWER & LIGHT COMPANY, a Washington Corporation ("Grantee" herein), for the purposes hereinafter set forth; a perpetual easement over, across and under the following described real property (the "Property' herein) in KING COUNTY, Washington: LOTS 1 AND 2 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT No. BLA 96- 0002, As REcoRDED tN voLUME 105 OF SuRVEYs, PAGES 34, 34A AND 348, UNDER KING CouNTY RECORDING No. 9610239002; BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, Tomamp, 21 NORTH, RANGE 4 EAST, W.M. Except as may be otherwise set forth herein Grantees rights shall be exercised upon that portion of the Property (the "Right -of -Way" herein) described as follows: THE EAST TEN (10) FEET OF THE ABOVE DESCRIBED PROPERTY. 1. Purpose. Grantee shall have the right to construct, operate, maintain, repair, replace and enlarge one or more electric transmission and/or distribution lines over and/or under the Right -of -Way together with all necessary or convenient appurtenances thereto, which may Include but are not fimRed to the following_ a. Overhead facilities. Poles with crossarms, braces, guys and anchors, electric transmission and distribution lines: communication and signal lines; transformers. b. Underground facilities. Underground conduils, cables, vaults, manholes, switches and transformers; semi -buried or ground mounted facilities such as pads, transformers and switches. Following the initial construction of its facilities, Grantee may from time to time construct such additional lines and other facilities as it may require. 2. Access. Grantee shall have the right of access to the Rightof-Wey over and across the Properly to enable Grantee to exercise its rights hereunder, provided, that Grantee shalt compensate Grantor for any damage to the Property caused by the exercise of said right of access. 3. Cutting of Trees. Grantee shaif have the right to cut or trim any and all brush or trees standing or growing upon the Right -of -Way, and also the right to cut or trim any bees upon the Property which, in falling, could in Grantee's reasonable Judgment, be a hazard to Grantee's facilities. 4. Grantor's Use of Right -or -Way. Grantor reserves the right to use the Right -of -Way for any purpose not Inconsistent with the rights herein granted, provided, thst Grantor shall not construct or maintain any building or other structure on the Right -of -Way and grantor shall do no blasting within 3D0 feet of Grantee's facilities without Grantee's prior written consent. 5. Indemnity. By accepting and recording this easement, Grantee agrees to indemnity and hold harmless Grantor from any and all claims for injuries and/or damages suffered by any person, which may be caused by the Grantee's exercise of the rights herein granted; provided, that Grantee shall not be responsible to Grantor for any Injuries and/or damages to any person caused by acts or omissions of Grantor. 6. Abandonment. The rights herein granted shall continue until such time as Grantee ceases to use the Right -of -Way for a perlod of five (5) successive years, In which Event this easement shaft terminate and all rights hereunder shaif revert to Grantor, provided, that no abandonment shall be deemed to have occurred by reason of Grantee's failure to initially install its facilities on the Right -of -Way within any period of time from the date hereof. 7. Successor and Assigns. The rights and obligations of the parties shalt inure to the benefit of and be binding upon their respective successors and assigns. EXCISE TAX NOT REQUIPED 76e.30 / Kin Co. Records Division' z�a r KJ-AC001 /96M167 - MG C 214-117 y Deputy d :o M 0 c !V -tl C DATED this 4th day of September GRANTOR: VILLAGE GREEN OF FEDER A RETIREMENT COMMUNITY, L.L.C. BY - BY. 1996 IF STATE OF WASHINGTON ) } SS COUNTY OF } On this day personally appeared before r_ car•' P rrs and _, to me known to be the 11anager and respectively, of VILLAGE GREEN OF FEDERAL WAY, A RETIREMENT COMMUNITY, L.L. C., the limited liability corporation that executed the foregoing instrument and acknowledged the said instrument to be the tree and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they authorized to execute the said instrument. GIVEN under my hand and official seal this 4tb day of September 1996. Print Noma11ar' Helen Amberson Notary Public in and for the State of Washington Residing at Federal Way My commission explres 5 22/99 0 w r Return Address: Tim2thv M. Fri edrighsen Merkle Siegel 8 Friedrichsen, P.C. EXCISE TAX NOT nEOURED 1325 Fourth Ave. , Ste. 940 'OD0. Dlv JVdLLIe, Wd. JUJUI �rds y Attn: Easement �Nt-•�] l �pZ,ZI.�, -� [Document Type] _ Reference numbers of related documents: additional reference numbers on page of document Grantor(s): LI �(o 1• Monte B. Powell 2. Diane E. Powell 3. 4. etc, additional names on page of document Grantee(s): 1. Village Green of Federal Way, A Retirement Community, LLC 2. 3. 4. etc. additional names on page of document Legal Description: I. Abbreviated form: PV . NE 30-21-04 c 2. Additional legal description is on page of document Assessor's Property Tax Parcel Account Number(s): 302104-9017-07 302104-9024-08 Z. fit] • M EXCLUSIVE EASEMENT AGREEMENT To Benefit Village Green THIS AGREEMENT, made and entered into this3 / day of December, 1998, by and between Monte B. Powell and Diane E. Powell, husband and wife, ("Grantor"), and Village Green of Federal Way, A Retirement Community, LLC, ("Grantee"), is made with reference to the following facts: A. Grantor is the owner of the real property known as "Lot 2" and described in Exhibit A attached hereto and incorporated herein by reference. B. Grantor is the majority owner of Grantee, and Grantor intends to contribute all of Lot 2 to Grantee as a capital contribution. Grantee thereafter will complete a boundary line adjustment to incorporate a portion of Lot 2 into Grantee's property currently referred to as "Lot I" and legally described in Exhibit B and incorporated herein by reference. After the boundary line adjustment is completed, Lot I shall be known as "revised Lot 1". The portion of Lot 2 not included in the revised Lot I will be distributed by Grantee to Grantor. After the boundary line adjustment is completed, Grantor will sell to Grantee that portion of Lot 2 that is incorporated into revised Lot I through the boundary line adjustment. This sale is anticipated to be documented by the terms of a Real Estate Purchase and Sale Agreement to be entered into upon completion of the boundary line adjustment. C. In connection with the contributions, distributions, and sale of a portion of Lot 2 by Grantor and Grantee, and in connection with a residential real estate project that Grantee desires to develop on the revised Lot 1, the parties have agreed to establish certain easements for construction of a road, for the installation of utility services, over, across and under a portion of Lot 2, and for the restoration of Lot 2 upon completion of the development project. The utilities shall be installed at the locations described on Exhibit C attached hereto and incorporated herein by reference, and the road shall be constructed at the locations described on Exhibit C attached hereto and incorporated herein by reference (hereafter, the "Easement Locations"). NOW THEREFORE, the parties agree as follows: 1. Orant ofEttni. Grantor grants to Grantee an exclusive revocable easement on Lot 2 for the benefit of Grantee, its successors and assigns, subject to and conditioned upon the terms, conditions and covenants contained herein which Grantee hereby promises to faithfully observe and perform. The easement granted hereunder shall be at the locations provided and in the dimensions prescribed in plans for a residential construction project to be developed by Grantee on revised Lot 1 as approved by the City of Federal Way, Washington. The reserved easement shall not run with the land but shall be exclusive to Grantees, their successors, heirs Exclusive Easement Agreement Page 1 s and assigns, as well as to the benefit and use of the Grantor, its successors, heirs and assigns, and for the benefit of owners of property served by the easement, or for each authority, commission, corporation, municipality or other agency supplying facilities or providing utility service. The granted easement shall survive the proposed contribution of Lot 2 by Grantor to Grantee, the proposed boundary line adjustment whereby Grantee intends to incorporate a portion of Lot 2 into Lot 1, and the proposed future distribution of a portion of Lot 2 from Grantee back to Grantor. 2- Imailzimatid Maintcnancc ofRoad. to connection with that portion of the easement for purposes of construction of a road it is agreed between the Grantor and the Grantee and their respective successors, heirs and assigns that the Grantee shall be solely responsible for the costs of installation, construction, reconstruction, relocation, removal, maintenance, repair, operation and inspection of any roads which are created on Lot 2 because of development occurring on revised Lot 1. 3. 1 6litieS lMtal,lation and Maintenance. In connection with that portion of the easement for purposes of sewer, water, drainage, stone water detention, electric, gas, telephone, television, cable, and other utility facilities ("Utility Facilities") described above it is understood between the Grantor and the Grantee and their respective successors, heirs and assigns that the Grantee, its successors, heirs and assigns shall bear the costs of installation, construction, reconstruction, relocation, removal, maintenance, repair, operation and inspection of any Utility Facilities which are installed over, under or across Lot 2 for the RIO 0 purposes of development occurring on revised Lot 1. V-1 4. Costs ofPropfrty Dedication. In connection with all portions of the easements V4 granted above and in connection with the construction project Grantee intends to develop on C Revised Lot 1, the parties anticipate that the City of Federal Way, Washington will require that a portion of Lot 2 be dedicated to the City of Federal Way for the improvement of right of way (estimated at 8,300 square feet). Grantee hereby agrees to pay Grantor the appraised value on a per square foot basis for each square foot of property Grantor is required to dedicate to the City of Federal Way in connection with Grantee's development project. The minimum value payable to the Grantor shall be five dollars per square foot, although Grantor shall be entitled to re -appraise the property at the time of the dedication and if the per square foot value exceeds five dollars, to receive such higher value on each square foot so dedicated. Payment for such property shall be at the time Grantor is required to transfer the property to the City of Federal Way. 5. RestQratmon i2f Lot I In connection with all portions of the easements granted above, Grantee hereby agrees that within six (6) months of completion of the construction that Grantee intends to perform on the revised Lot 1, Grantee will repair and restore those portions of Lot 2 that were affected by Grantee's construction of buildings, roads, utility installations, or otherwise. "Repair" and "Restore" shall mean to regrade, reseed, replant, and otherwise replace the vegetation and landscape of Lot 2 to at least the condition it was in prior to the start of any construction. Exclusive Easement Agreement Page 2 4 0 6. Grantor's Rights, Grantee's rights hereunder shall at all times be subordinate to such rights of Grantor as are necessary to preserve and maintain the capabilities of the Grantor to develop Lot 2 for use as a residential development site, Grantor shall not be liable to Grantee or to Grantee's employees, agents, tenants, guests, or invitees or to any other party benefiting from the easement on the Easement Property directly or indirectly caused by Grantor's existing or future use of Lot 2. Grantor reserves all rights with respect to Lot 2 and the Easement Property including, without limitation, the right to grant further easements, licenses and permits to others subject to the rights granted herein. 7. M[tlil�iGBtion arrdl evo�Zjehts. In the event that it should become necessary for the Crwaor to utilize the basement Properly in connection with the development of Lot 2, and in the sole judgment of Granlor, the location, existence and use of the road and utilities easement interferes with Grantor's intended use to the extent that it is impracticable or substantially more expensive to accomplish such use, (hen Grantor shall have the right to revoke the easement and rights granted to the Grantee hereunder. Alternatively, if Grantor chooses not to revoke the easement granted hereunder, then Grantee shall have the obligation to either, in Grantee's sole discretion, (a) protect, modify or relocate the road and utilities at the sole cost and expense of Grantee, so as to remove the interference to Grantor's development of Lot 2 to Grantor's satisfaction, or (b) to reimburse Grantor for its added costs of design, construction and installation to avoid such interference with Grantor's development of Lot 2. In the event that Grantor intends to undertake any such development on Lot 2, Grantor shall give Grantee reasonable advance written notice of such intention together with preliminary plans and specifications for such work, identifying the potential interference and all design information relating thereto. In no event shall such notice and plans be required to be given more than six months prior to the scheduled commencement of work. Within one month after receiving such notice from Grantor, Grantee shall give written notice to Grantor by which notice Grantee will elect to (a) protect, modify or relocate the roads and utilities, or (b) reimburse Grantor for its said added costs. If Grantee elects to protect, modify or relocate the road and utilities it shall commence work promptly and diligently prosecute such work to completion prior to the scheduled date of commencement of Grantor's construction. If Grantee elects to pay Grantor's added costs, Grantee shall give Grantor satisfactory assurance of payment of such costs at the time such notice of election is given. If Grantee does not so elect one of the above described options by giving Grantor the required notice. Grantor shall be entitled to make such an election on behalf of Grantee, and Grantee agrees that this election shall be binding upon Grantee and have the same effect as if made by Grantee, If Grantor so elects option (a) described above or if Grantee elects option (a) described above and fails to commence and prosecute its work as contemplated herein, Grantor may, at its option, undertake such work on behalf of Grantee, as Grantor deems necessary pursuant to option (a) and Grantee shall promptly pay Grantor for all costs incurred by Grantor in performing such work. Exclusive Easement Agreement Page 3 T g. . This agreement shall not be a covenant running with the land, but shall be binding only upon all parties hereto, their respective heirs, successors and assigns. 9. al=e and lndeME)ity_ Grantee does hereby release, indemnify and promise to defend and save harmless Grantor from and against any and all liability, loss, cost, damage, expense, actions and claims, including casts and reasonable attorneys fees incurred by Grantor in defense thereof, asserted or arising directly or indirectly of or our of (1) acts or omissions of Grantee and Grantee's servants, agents, employees, and contractors in the exercise of the rights granted herein, or (2) acts and omissions of Grantor in its use of Lot 2 and the Easement Property which affect Grantee's employees, agents, contractors and other parties benefiting fmm the Easement Property; provided, however, this paragraph does not purport to indemnify Grantor aonsI liability for damages arising out of bodily injury to persons or damage to property caused by or resulting from the sole negligence of Grantor or Grantor's agents and employees. Dated this 'V day of December, 1998. z r: Monte B_ Powell Grantee: Exclusive Easement Agreement Page 4 Diane E, Powell Village Green of Federal Way, A Retirement Community, LLC By: Monte B. Powell Its: Manager in rJ LO G Ln • M STATE OF WASHINGTON } ] ss. COUNTY OF KING ) On this3 f day of December, 1998, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and swom personally appeared Monte B. Powell and Diane E. Powell, to me known to be the individuals that executed the foregoing instrument as their free and voluntary act and deed for the uses and purposes therein mentioned, and on oath stated that said individuals were authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. Exclusive Easement Agreement Page 5 er a. K l47y)ore- Signature of Notary epj W7qtrM02E Printed Name of Notary: NOTARY PUBLIC in and for the State of Washington ) 2X r My appointment expires: M n • EXHIBIT A Legal Description of Lot 2 Lot 2, City of Federal Way Boundary Adjustment Number BLA 96-0005, as recorded under Recording Number 9607099005; Said Boundary Line Adjustment being a portion of the south half of the northeast quarter of the northeast quarter of the northeast quarter; AND the southeast quarter of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, W.M, lying South of a line beginning at a point on the centerline of Ist Avenue South which bears South 01 °28'56" West, 901.17 feet distant from the northeast cumer of said Section 30; thence North 8891'04" West 220.00 feet; thence North 63'12'21" West, 483.48 feet to the west line of the southeast quarter of the northeast quarter of the northeast quarter of Section 30, and the terminus of said line; EXCEPT that portion conveyed to King County for S.W. 356th Street by Deed recorded under recording number 698903; AND EXCEPT the east 30.00 feet for I st Avenue South; AND EXCEPT the following portions of the above described premises, all as condemned for street purposes in King County Superior Court Cause Number 89-2-25115-9, being described as follows: [}' the southerly 12.00 feet; V) the northerly 255.00 feet of the southerly 267.00 feet of the easterly 12.00 feet; a fillet area lying southeasterly of a circular curve having a radius of Q 25.00 feet, concave to the northwest, said curve being tangent to a line Q 42.00 feet northerly of and parallel with and the centerline of S.W. 356th Street, as surveyed under King County Road survey Number 25-21-3-7A �j and tangent to a line 42.00 feet westerly of and parallel with the centerline of Ist Avenue South; The westerly 30.00 feet of the northerly 158.00 feet of the southerly 170.00 feet: a fillet area lying southwesterly of the arc of a circular curve of radius 25.00 feet concave to the northeast, said arc being tangent to a line 42.00 feet northerly of and parallel with the centerline of S.W. 356th Street; as surveyed under King County Road Survey Number 25-21-3-7A and tangent to a line 30.00 feet easterly of and parallel with the centerline of 2nd Avenue S.W.; Of SITUATE in King County, Washington. Exclusive Easement Agreement Page 6 1W RT 10 O O 0) a M EXHIBIT B Legal Description of Lot 1 Lot 1, City of Federal Way Boundary Adjustment Number BLA 96-0005, as recorded under Recording Number 9607C99005; Said Boundary Line Adjustment being a portion of the south half of the northeast quarter of the northeast quarter of the northeast quarter; AND the southeast quarter of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, W.M, lying North of a line beginning at a point on the centerline of 1 st Avenue South which bears South 01 °28'56" West, 901.17 feet distant from the northeast comer of said Section 30; thence North 88*31'04" West 220.00 feet; thence North 63° 12'21" West, 483.48 feet to the west line of the southeast quarter of the northeast quarter of the northeast quarter of Section 30, and the terminus of said line; EXCEPT the east 30.00 feet for 1st Avenue South; SITUATE in King County, Washington. Exclusive Easement Agreement Page 7 M 0 kY d' LO O O 0� 0� 0 M EXHIBIT C Location of Road and Utilities The road shall be constructed at, and the utilities shall be installed at, the locations agreed to between Grantee and the City of Federal Way, Washington, provided that Grantor shall have the right to approve or disapprove of such locations prior to the start of construction thereof. Exclusive Easement Agreement Page 8 0 r,- Return Address: 0 0'f 2 7,000472 PACIFIC NU TIT EA5 12 00 —*�- - PAGE 001 OF 005 G' 02/27C2001 20.50 KING COUNTY, WA �1..?� Attn CDvli� �r 4-1 L-Z, - z (Document Type) Reference numbers of related documents. additional reference numbers on page of document Grantor(s) 1 _ 3. 4. ry r'j etc additional names on page of document o Grantee(s)). cv 3 Cz etc. additional names on page of document Legal Description. 1 Abbreviated formJL] c 2 Additional legal description is on page of document Assessor's Property Tax Parcel Account Number(s) EXCLUSIVE EASEMENT AGREEMENT To Benefit Monte B and Diane E Powell THIS AGREEMENT, made and entered into this -3 l day of ��be{L2000, by and between Village Green of Federal Way, A Retirement Community, LLC, (Grantor) and Monte B Powell and Diane E Powell, husband and wife, ("Grantees"), is made with reference to the following facts A Grantor is the owner of the real property known as "Lot A" and legally described as follows Commencing at the southeast comer of the northeast quarter of the northeast quarter of Section 30, Township 21 North, Range 4 East, W M , said point also being the intersection of 1st Ave So and S W 356th Street, thence North 01 °28'56" East along the centerline of 1st Avenue S , 218 15 feet, thence North 88°3 PO4" West, 42 00 feet to a point the west margin of 1st Avenue S as condemned for street purposes in Icing Cauitty Superior Court Cause Number 89-2-25115-9, said point being the True Point Of Beginning, thence continuing North 889 F04" West, 234 66 feet, thence North 43'12'24" West, 177 24 feet, thence North 01'09'14" East, 163 80 feet, thence North 63°12'21" West, 28188 feet to the west line of the east half of the northeast quarter of the northeast quarter of said Section 30, thence North 01'28' 17" East, along said west line, 360 00 feet V�i to the northwest corner of the south half of the northeast quarter of the northeast quarter of the northeast quarter of said Section 30, thence South 88°50'35" East, along the north line c of said south half 627 14 feet to the west margin of 1st Ave So , thence South 01°28'56" =� West, along said west margin, 695 27 feet to the north line of a portion of said Section 30, c' condemned for street purposes in King County Superior Court Cause Number 89-2- 25115-9 thence North 88°31'04" West, along said north line 12 00 feet, thence South 01°28'56" West, along said west margin of 1st Ave So 78 61 feet to the True Point Of r' Beginning CD Situate in the City of Federal Way, Count), of King, State of Washington CV B Grantees sold a portion of Lot A to Grantor under the terms of a Real Estate Purchase and Sale Agreement dated 0001a� 31, 2000 and in connection with such sale, the parties have agreed to establish certain easements for ingress and egress and for the installation of utility services, over, across and under a portion of Grantor's property NOW THEREFORE, the parties agree as follows 1 Grant of Easement Grantor grants to Grantees an exclusive perpetual easement on Lot A for the benefit of Grantees, their successors, heirs and assigns, to benefit any property which is adjacent to Lot A and which is hereafter owned by or acquired by Grantees The Exclusive Easement Agreement Page l r-) purpose of this easement is to allow Grantees to have access across and through Grantor's property for ingress and egress to streets in the City of Federal Way, Washington, and for access to utilities including but not limited to sewer, water, drainage, storm water detention, electric, gas, telephone, television, cable, and other utility facilities The easement granted hereunder shall be at the locations provided and in the dimensions prescribed in plans for a residential construction project to be developed by Grantor on Lot A as approved by the City of Federal Way, Washington The reserved easement shall not run with the land but shall be exclusive to Grantees, their successors, heirs and assigns, as well as to the benefit and use of the Grantor, its successors, heirs and assigns, and for the benefit of owners of property served by the easement, or for each authority, commission, corporation, municipality or other agency supplying facilities or providing utility service 2 Installation and Maintenance of Roads Grantor has previously received from Grantee an easement dated December 31, 1998 for the installation of a road upon Grantee's property, (hereafter, the "Fire Service Road") and Grantor has responsibilities under that easement for the installation, construction, reconstruction, relocation, removal, restoration, maintenance, repair, operation and inspection of such Fire Service Road The easement granted hereunder by Grantor does not in any manner change Grantor's responsibilities under that easement from Grantees dated December 31, 1998 However, Grantees and their successors, heirs and assigns shall bear full responsibility for those portions of any roads which are on Grantees' property, other than the Fire Service Road, and which are used to connect with either the Fire Service Road or with roads on Grantor's property to provide Grantees with access to streets in the City of Federal Way, Washington If Grantees utilize roads on Grantor's property for access to streets in the City of Federal Way, the Grantor and the Grantees, and their respective successors, heirs and assigns shall mutually share, in proportion to the number of residential units existing on each of their properties, any costs of reconstruction, relocation, removal, maintenance and repair of that portion of Grantor's roads used by Grantee for access which, following the most direct path thereto, begin at the street or streets owned by the City of Federal Way and end at the boundary of Grantor's and Grantees' properties 3 Utilities Installation and Maintenance Grantor has previously received from Grantee an easement dated December 31, 1998 for the installation of utilities upon and under Grantee's property, (hereafter, the "Utility Easement")' and Grantor has responsibilities under that Utility Easement for the costs of installation, construction, reconstruction, relocation, removal, maintenance, repair, operation and inspection of any utilities facilities which are installed over, under or across Grantees' property for Grantor's benefit The easement granted hereunder by Grantor does not in any manner change Grantor's responsibilities under that Utility Easement from Grantees dated December 31, 1998 However, Grantees and their successors, heirs and assigns shall continue to bear full responsibility for any other utilities installations other than those Exclusive Easement Agreement Page 2 described in the Utility Easement which are on Grantees' property and which connect with utilities described in the Utility Easement or with utilities existing on Grantor's property If Grantees utilize utilities facilities on Grantor's property for access to main utility facilities owned by the City of Federal Way, the Grantor and the Grantees, and their respective successors, heirs and assigns shall mutually share, in proportion to the number of residential units existing on each of their properties, any costs of reconstruction, relocation, removal, maintenance and repair of that portion of Grantor's utilities facilities used by Grantee which, following the most direct path thereto, begin at the main utility connections owned by the City of Federal Way and end at the boundary of Grantor's and Grantees' properties 4 Covenants Exclusive to Grantee - This agreement shall not be a covenant running with the land, but shall be binding only upon all parties hereto, their respective heirs, successors and assigns Dated this7/ day of , 2000 Grantor Village Green of Federal Way, A Retirement Community, LLC By Monte B Powell Its Managing Member Grantees A��4 Monte B Powell Exclusive Easement Agreement Page 3 Diane E Powell c., STATE OF WASIUNGTON ) ) ss COUNTY OF KING } On this _�_ day of �- , 2000, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Monte B Powell and Diane E Powell, to me known to be the individuals that executed the foregoing instrument as their free and voluntary act and deed for the uses and purposes therein mentioned, and on oath stated that said individuals were authorized to execute said instrument WITNESS my band and official sea] hereto affixed the day and year first above written — ku"L�\- 1�1- A - — Signature o Nota p,L�NN �'►ei i .......... l— Cyr lx f : fl Not �M`�► Printed 14ame of Notary 00 i NOTARY PUBLIC in and for 7-04 _y the State of Washington ry ►i`► �'T� My appointment expires c_> Exclusive Easement Agreement Page 4 w w � 9 � '�� `: -'{ re:mp �sa.�r_ •sr � asp.-f.r.GyF r'�e tb 0. �•�. � I � n w ' ..��dd ys i7S i•w ��G.dB Ca•C{,V{ °•- 4� � � V n °p n Via; •er•w• �oec�v��or 1l T b I._." . n\ � F �0 0 Y g C 4 Ilk r �1[ Im �y n 0 Z Z 9� f 9 Fn 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DI C CxTl Dy-i Z-N', cQrwz rn rnm m�1 £ R wvo m 0 2 m EMERALD FOREST Agreement No. " �5 7J A G R E E 1.1 E N T THIS AGREEMENT, entered -into in duplicate between FEDERAL WAY WATER AND SEWER DISTRICT, King County, a municipal torpor-- I OO ation of the State of Washington, hereinafter referred to as O the "District" and Emerald Forest Associates, Ltd., A California Limited O CTJ Partnernhip, 1200 South 192nd Street, Suite 102, Seattle, Washington 98148, hereinafter referred to as "Developer% 88 n2 •10 40726 P WITNESSETU: REM F 30.QO CASHSL rlq A 11 WHEREAS, the District operates and maintains a domestic water supply and saniL-ary sewer,sYs.Letn within its boundaries -which can serve property of Developer, and WHEREAS, Devel-oper desires to construct certain water mains and sewer mains and appurtenances at its own cost serve Developer's property, for delivery to and operation by tite District, f N01.1, THEREFORE, iT IS HLIZE13Y AGREED Chat: I. The land for Which domestic water supply and sewer service is requested and L'o which tills Agreement applies, is realty in King County, Washing -tan, ing.ally described on Exhibit 'A', attached lleretn and by this reference incorpor- ated herein. by executing this Agreement, Developer repre-Y cents and warrants that it is the owner of record of the above -describer) property. If such representation of ownership is invalid, this Agreezertt sbail be void. Developer agrees that the District may require Developer to furnish a title report for the property at Developer's expense.' 2. At the time the Developer executes and delivers this signed Agreement to the District, the Developer shall pay all associated charges as set forth in Resolution No. 87-100, or any subsequent- amendment thereto, which charges -are more _specifically described as follows: . ! i'!A'.CER5Ei4G1t Section B - AJ-2: Developer'ExLetFsi.an Charge includes administrative, inspection, engineering, leyal and , 13-1, a N kh.11 Allmnnys nl Ln Page 1 472 Enst Mnln AiibIff .17��-hi9lvn 8"002 Odd) SM-4397 . 854-5920 -s.�....-..—. ; .—._-:�i . w, . � . _ .. .. ter«-.:.u.��r•_r-:�:rs;.G:.�.... t ' -1D cV t� O _CD CV O Co Co EMERALD FOREST Agreement No. WATER SEWER other costs associated with the exten- sion �jf water'and sewer, facilities. 1,176.00 $14,900.00 (See subsections a s b below.) Section C - AJ-3: Latecomers Admini- strative Fee to cover the District administrative cost for Latecomer pay- back associated cost. S 230.00 5 230.00 Section E: Right -of -Way construction to cover District's cost associated in the Rig ht=o€-Way C-anstruction Permit for both county permit. $ 210.90 $ -0- Total S 1,610.00 515,130-OD• a. The Developer Extension Charge for. water shall cover alloted inspection time of 15 hours by the District inspector. In the event the project requires District inspection in excess of 15 hours, or in the event the District incurs inspecti-on costs related to R.D.W. Construction Permit, the Developer shall be charged and shall pay, prior to acceptance of facilities, the prevailing hourly rate of $45.00 for such inspection. b. The Developer Ex-terision Change is calculated based. upon" review of preliminary plans, which review shall not in any way be deemed an approval of plans for construction purposes_ 3. In the event this Agreenent is not executed and returned, along with the above -referenced charges, within six months from the [late' of transmittal of same to the Developer, which date of transmittal is November 1, 1987 , the Agreement shall be void and a new Developer Extension Applica- Lion, along with application fees, will be required. 4. In the event work. and construction described herein 'is not commenced within 6 months from the date plans and specifications have been approved, or construction has not been completed on or before July 11 1989 , (unless delayed by an unavoidable accident, strike or acts yf God), this Agreement shall be void and of no force or effect whatsoever. It is agreed by the parties that time is of the essence in all matters relating to the performance of this Agreement. 5. The District's engineers shall review final plans and specifications for water main and sewer main construction to be performed by the Developer under this Agreement. If preli- minary plans are not deemed acceptable by the District, Devel- oper shall be obligates] to revise the plans and specifications in accordance with design standards deemed acceptable by the District. After Developer has been notified in writing by the District that final plans and specifications have been approved, Developer and Developer's contractor shall meet With District representatives for a pre -construction conference before construction is cammenced. The Developer shall submit mylar originals prior to or at the pre -construction confere,lvc. 9—k 6 Prilowl All—ey, al Low 422 Fs,l 61n1n A6b.,.n. Wn 1..91nn 9BOo2 P,a.g:e 2 l20e18]]•4397 • 0!:4•8970 .l 1 EMERALD FOREST Agreement No. 6. In addition to all amounts payable by the Developer, as set forth herein, the Developer shall pay, prior to the pre -construction conference, the sum of $2,976.6D as and for a charge in -lieu of assessment for water facilities constructed which provide direct benefit to Developer's property, or a portion of Developer's property, pursuant to and in accordance with the District Resolution No. 87-100, Section S. 7. The District shall apply for approval and permits from the appropriate agencies following receipt of the Agree- ment properly executed by the Developer. R. In the event an easement is required over realty other than realty described in Paragraph No. 1 herein, such easement', in form acceptable to the District,. together with title report or other sufficient proof of ownership of such realty, shall be delivered .to• the District prior to convnence- l� ment of work. Developer shall be obligated to obtain a writ- ten release from any property owner across whose property- con- C:) struction is performed pursuant to the grant of an easement, CA sufficient to indicate that the site restoration on the ease - CC) ment is satisfactory and complete. O, 9_ Prior to the commencement of work described herein, Developer shall deliver to the District a restoration perform- ance bond in the sum of $ 5,DOC.00 , conditioned that Developer will restore to the satisfaction vE the District, and state and county agencies as applicable, all work to be performed hereunder in public rights of way and District easements_ Form and contents of bond shall be determined by the District. 10. Construction shall be performed in accordance with District approved .plans and specifications and only under the supervision of workers or crafts:hen experienced in the instal- lation of water and sewer mains and the related work. 11. By execution of this Agreement, the District does not guaranter sanitary sewer service will be provided to.realt•y described herein: In the event that any District facilities, such as lift stations, treatment plants -and sewer trunk lines, become utilized beyond 'their design or approved capacity or become inoperable for any cause, the District reserves the right to refuse any connections which would use such facility until remedial action has been completed, and the District shall not be liable for any direct or consequential damages which occur to Developer arising out of such District refusal to connect or time delay necessary to take remedial action. -• 1'2r- The District shall riot be obligated to allow connect_ - 'ion of any property designated in the King County Sewerage general Plan as "Non -local Service Area 13. The Developer and.its agents agree to indemnify and hold the District harmless from any and all claims which may be assessed against the District as a result of the construe= tion or maintenance of the work described in this Agreement prior to acceptance by the District. The Developer shall maintain in full force and efFect during the construction period, liability insurance in the minimal amounts as follows: Bodily injury liability coverage with limits of not less than $500,D00.00 for bodily injury, including accidental death to any one person, and subject to that limit for each person, in an amount of not less than $1,000,O00.00 for each accident; Bask i Prllehall All. ays W Ln Pag a 472 East Idol. Auhum, Wauurrylorl 58 f2061034397 • 654•59M EMtRILLD FOREST Agreement No. and property damage coverage'in an amount of not less than $1,000,000.00 for each accident. A certificate of insurance shall be provided, prior to or at the pre -construction confer- ence, stating the amounts of the coverage and the inclusion of the District as an additional insuied. Ten days written notice shall be given to the District for cancellation or expiration of this insurance. 14. Developer shall notify the District the date work and construction described in this Agreement will commence, and said notice shall be given not less than 72 hours (not includ- ing Saturday, Sunday or national holidays) prior to such date. No sewer and/or water facility shall be covered prior to inspe-ction. After work is commenced, it shall vigorously, consistently and in a.- first-class workmanlike manner be ,p carried to completion. Developer shall maintain at the con- struction area at all times during construction, a representa-tive to whom District notices may be .given regarding constrssc- tion- Said representative shall be designated in writing by the Developer before start of work. Developer may request inspections during construction upon 2-day's notice to the Co District. 15. 'Testing of water and §ewer facilities shall be performed as required by th!e District and only after satisfac- tory tests have been complete"d and witnessed by the District's designated agent, will the work be accepted. 16. UP -On' completion of construction, Developer or con- tractor shall deliver to the District a bond in the .amount of Len percent,(10%) of construction costs or 55,000,00, which- ever is greater, that a reliable contractor will make and pay for.repairs necessary within one (1) year from the date of acceptance of said construction, arising from faulty labor or material. Form of bond is to be approved by attorney for the District. Develope..rs shall also deliver Bill of Sale for sewer and water mains and appurtenances installed and con- structed pursuant to this *Agreement, together with permanent easements for their location in a form acceptable to the District. 17. Upon completion of construction, Developer shall submit for acceptance and approval to the District a statement Of monies and/or other accounting of monies expended to per- form. construction described hereinr together with such other engineering records and data as may be required by the I' District. 18. in the event Developer requests and the District provides water meters fog the realty described herein, prior to District's acceptance of work, Developer agrees to be Solely responsible for ,any loss or damage to such water meters or their installationr which occurs prior to raid acceptance of work by -the District. 19. WDrk and construction performed udder this Agreement shall not be connected to the District's sewer or water Until all provisions and rsystem equirements of this Agreement and District Resolution, on the part of Developer, have been fully complied with. 20. The District and Developer agree that in carrying out the terms of this contractr the Developer shall be acting as Book 8 Pdkh,ll Ailorneys al Low �22 Eau Main Page 4 Auburn• Waahmplon 9B002 120618774797 . 85J•5970 } EMERALD FOREST' Agreement No. an independent contractor and in no respect shall Developer be deemed an agent of Federal Way Water and Sewer District. 21. Developer shall not assign this contract with gut the written consent of the District. 22. The District shall provide sanitary sewer service 'following Distr1cr acceptance of the sanitary sewer mains and facilities for operation and maintenance. Said sewer service shall be provided to subject property, or any portion thereof, upon payment of the connection charges as set forth and in accordance with District Resolution No. 97-]D0, Connection charges shall consist of the Capital Facilities Charge (CrC), Side Sewer Permit Fee and any other such charges levied in acccrdance with said District Resolution No, 87-]RC or amend- ments thereto or any other applicable District Resolution at � time of r"guest for service and issuance of the side sewer p service -permit:. Prior to acceptance of the Facilities can- Q structed herein for operation by the District, Developer shall, Pay to tl'e District, in addition to all other amounts owing p and described herein, the sum of Fifty One Thousand Three co co Hundred and ra❑/lOp ($51,304,OU) Dollars to be head by the District and applied to offset operation and maintenance costs of the temporary system, and the sum of Thirty Two Thousand dive "unrfred and NO11 U0 {$32,i0U_U0) Dollars as a proportion- ate contribution E'er the permanent pump station and appurt- enances necessary to permanently serve the property. No Portion of these sums or interest accrued thereon shall be refundnbxe or returnable to the Developer. 23• The District shall provide water service following the District's zcceptance of the water distribution system for operation and maintenance. Said water service shall be pro- vided to subject property, or any portion thereof, upon pay_ ment of the connection charges as set forth and in accordance with Uistrict Resolution No. 87-100. Said connection charges shall consist of the Capital Facilities Charge (CFC), Ma ter Installation Charge, Right -of -Way Construction Permit Fee, where applicable, and any other charge to be levied in accord- ance with said District Resolutia:j No. 87-100 or amendments thereto or any other applicable District Resolution at time service is requested. - 24_ The parties acknowledge that Developer will be installing a pump station to Provide temporary service to the subject parcel and, in the event of additional connections, to surrounding properties. Specifications for service and the service area Cor such temporary pump station shall be as referenced and described in the Memorandum and letter from the District's consulting engineer, P31, Inc., to EShs dated Au ust ]ts , e attached hereto as Exhibits 'n' and 'C' and by this reference incorporated here- in, with said service -area being legally described on Exhibit 'D', attached hereto and by this reference incorporated herein. in matters relating to such temporary pump station and temporary service, Developer agrees to proceed under and in compliance with District Resolution No. 95-046 tTemporary Service Policy) and the goals, standards and policies incor- porated in the attachment thereto, provided that the require- ment for conformance to the District's Temporary Service Policies are met, the District shall agree to charge the property described in Exhibit 'E' attached hereto and by this, reference incorporated herein, a latecomer charge, upon' such properties connecting to the system if same be made within ten Ba k 6 Prllchw All.r yf el Law Page 5 422 EBW l.min Au6un, YInfhinglo 90ao2 RO6)BJ3• 397 . 854.5920 EMERALD FOREST Agreement No. (10) years from the date of this Agreement, for the propor- tional, cost of such adjacent properties' share O.f the tenlpor- ary puIrp SLotion and force inain, including the annuity for operatlOn and maintenance, referenced in the plans and this Agreement, For purposes of this section, "proportional share" -- for latecomer assessment will be -calculated and collected using the ERU basis, .as same is described in District Resolu- tion No. 87-loo, of all properties to be .served, and appor- tioning Elie total Lost of such facilities thereto. 25, The parties acknowledge that certain sewer and water facilities to be constructed by Developer may provide addi- tional capacity to ttae District and tlius may be subject to the District's oversizing policy described in District Resolution No- 86=070, Section 2, or amendment thereto. Developer agrees %o that it may receive compensation for oversized facilities, as Ckdescribed in said resolution, only after full compliance with 1- the requirements set forth therein and ally noncompliance with C such requirements shall coosL•iL-ute a waiver of any rights held thereunder. Developer further acknowledges familiari.ty with the regulrenrents and pruvisions concerning oversizing in 86-070. 26. Partial waiver or waiver by acquiescence by the District of any provision or condition of this Agreement shall not be a.waiver Of any other provision or condition of this Agreement. 27. 1This Agreement sliall constitute an easement and servitude upon the property described herein and shail be binding upon the heirs, ass iciias alul successors in interest to the Developer. fills AgreenlenL shall constitute an equitable lien against property described herein and in the event of nonperformance by Developer, as stated herein, the District may foreclose salt] lien in tlae manner authorized by law. 28. This writing constitutes Elie full and only agreement beEween tfae parties, there being no promises, agreements or understandinys, written or oral, except as herein set forth, or as hereinafter may be amended in writing. 29. UPOFI execution of tills Agreement, the parties agree in the event either- of them is reyuired to enforce any provi- sion Or provisions 0•1 tills Agreement against the other, that the prevailing Party shall be entitled, in addition to all other amounts to which it: iF otherwise entitled by this Agree- ment, to its actual aL-tornaey's fees and costs, including th7se Incurred on appeal. WITNESS our hands and seals. PRIMARK CORtJiU,i'iCN FEDERAL WAY WATER AND SMIER General Partner of DISTRICT, King CO'Llhty, Emerald Forest Associates, Ltd. A Califo nia Limited Partnership. Washington ' Ls.By Tan Director of Engineering rand operations Its President 7 DaL d: z b r Page 6 13—k 6 I•rllelr�ll Allonroys of Low A22 Easl Moln 7tubunl. Ylxshinglon 98,002 aOyJ 0334397 . 851:5920 rr j EMERALD FOREST Agreement No. STATE OF WASHINGTON ) SS: County of -14zrrg ) I�ceertify that I know or have satisfactory evidence that signed this instrument, on oath stated that was authorized jto execute the instrument and acknowledged it as the T ce6,6-11 of F Primark to be the free and voluntary act of sued party for the uses and purposes mentioned in the instrument_ p Notary Public_ _ Co Title Co My appointment expires //- Bonk 8 Pt11CNll i Allorne}f el Law I +12 Ea31 •dais A06m. Wasningl- 98002 j Fage 1 (70GJ 9.77•+797 . 95/•5920 , EXHIBIT "A" The Southeast quarter or the Southeast quarter of Section 19, Township 21 North, Range 4 liast, W.H., in King County, Wa.shingcon; EXCEPT Lhe East 30.0 'feet thereof conveyed to KinG County for road by b.eed recorded under Recnrdi.ng No. 1229268. AND EXCEPT thnt portion thereof deeded to King County for I s t Avenue Soutii Ily Deed recorded under Recording No. 8501070838; TOGETIJER hITIJ AND 3U'11JCCT TO easements, restrictions and reservations of record. %D fV O CV Q ID Co Federal Way 'eater & Sevier District P.C. Box 4249 N 31627- 1st Avenue South a Federal Way, `NashinTon 98063 Seattle: 941-1516 ■ Tacoma: 927-2922 °X11I1ITT "B" August 21, 1986 l� ' � Y Mr. Robert D. Schol_es ES,+I Inc, v 451 SSY loth Street. Suite 106 - Renton, tVA 9805.5 Re: hlase PropervI - 5',V Corner of SW 3uBthlFirs.t South I emoorary Sewer Service - Procedures Letter �O Dear Mr. Scholes: VQ CD The Developer -Extension apalicotion with 33,60 check has been received for CD the subject property, The qE Agreement will be drafted for both water and OSewer; however it can not be completed and B:tecu[ed until preliminary plans are received for the subject development which describe the facilities actually CID to be built. Before the ;rrereement is exec -uteri, the developer will also have N to provide documentation 7hov+ing what ownership right he has for the: subject property. Your July 3f4h letter requested that temporary sewe r service be provided Under District Resolution 86�-046, Our review indicates that. the requirements for efforts to form a ULID.and to construct permanent facilities under a DE Agreement •have been me[. Under the District policy; this Procedures Letter defines the Steps you :rust accomplish to achieve temporary sewer service, 1. En ineerina` Requirements: a. Preliminary design of the site must be completed in sufficient detail to approximately locate the buildings and access reads together with all necessary sever mains and manholes. b. Sewer mains must extend to all .'our sides of the property to atlovr service to adjacent sites. These main extensions must be at tkte lvv+est feasible efeva[ion, and because of the size of the ,face Parcel, more than one extention will be required to the north and south property fines. c. A 36-inch gravity trunk extension must be constructed across the site through to 51Y 356th Street at a slope: between 0.0007 and 0.0010 with the actual design gr-ndient 'determined from a topographic. survey by you through to Sill 3551h Streat. John T. Sawyeh Robert A. Piquetti Donald LP, Mpllef Leonard A. Thaitli3son` cordir. n- sec Gxnrrnsvoner Gxnrra�pnsr mard Y:age 1. of A 1 r Mr. Robert D. Scholes August 21, 1906 Page 2 2. Temoorary Service Design: a. Pump station senlice area will approximate the boundaries' shown on the attached map,, though die actual boundaries will be determined by the Engineering Evaluation. b• The- pump station shall be .a duplex, wet well/dry well facitity meeting the same design standards set by the District for - permanent pump stations. A statement of these standards will be provided as par[ of the Engineering Evaluation to be completed by the District based on your prellminary design, discharge wiil be to the south end of -the 36-inch trunk across the Mash property. c. Emergency provisions shall include either a generator able to operate one pump plus the station base load; or an emergency n1 power plug with transfer switch plus two 'hour storage at average 1� day flow, CD Special Provisions fdr the DE agreement: N • a. Annuity fund shall cover the estimated operating and maintenance CC) costs for 10pars with no refund CO Y- provision. b. Latec❑mers benefits shall be allowed for both the protect, cost to construct the temporary pump station with force main and for the O b M annuity. 4. Charoes: a. Developer extension charge shall be $550'00 for' each reach of sewer main (manhole to manhole) plus 3 percent of the estimated . construction cost of the pump staVonlforce main facility. Actual number of reaches and pump station force main cost can not be - estimated until preliminary plans are reviewed- however, we estimate that the collection system wEL1 include about 5o pipe reaches. -b.' Temporary sewer ser•'vice charge of $350 is due and payable now. ) i c. Connection charges will be calculated at $1,050 per equivalent residential unit (ERU) with multi -family units counted at 0.67 ERU Plus $50 for each side sewer connection to the sewer mains. i d, Remaining charges are those normally applit bble to a d.evelop.er extension. 5. Estimated Share of Future Facilities: a. Aft permanent gravity mains Within the subject property shiafl be { Installed as part of this Developer Extension Agreement., i 1?:agrt 3i of 3` Y Mr. Robert D. Scholes August 21. 1936 Page 3 b. Peak sewage flows generated by this development are not expected to exceed 350;900 gpd and can be accommodated by an 8-inch gravity main. Therefore no participation will be required in any off -site gravity sewer mains or trunks. C. Permanent pump station to serve this property is presently plarnud by the District to be built near South 360th Street and Pacific Highway South with the farce main running west to 6th Avenue S101. - Approximately t00 acres are involved in the Brook Lake Sector with project costs ,far the total share estimated at St20, 000 , Or about 50.02 u 1 per square foot. The share for the Mase property (about 1.350,000 sf) will be about 53:,500. This gyp' amount must be paid in total prior to acceptance of the temporary system by the District and represents the full share for this property of the permanent facilities. interest earned by the p District on these funds until the permanent facilities are actually built shall be considered as defraying cost escalation plus CD Contingencies for such changes In requirements as regulatory tp agencies may impose. r W 6. Ooer7tinq and Maintenance Fund; a- An annuity is required tc Operate and maintain the temporary pump station for 10 years. Present annual costs for similar District stations. are budgeted at S6,000 with District interest rates currently averaging 9 percent.. The lump sum payment is therefore $51,300. b, The annuity must be paid to the District upon completion of ' construction and before acceptance of the system by the Distric, for operation. No refund will be made should the permanent facilities be installed sooner than 10 years, nor will any financial i adjustment be made due to changes in District costs or interest/ rates. r c. Latecomer provisions wltl be allowed for 10 years on a proportional basis for the annuity in accordance with the number of equlvalant residential units planned or awned for developing parcels and the portion of the 10 year period which the parcel is served. 7• Construction Performance and Guarantee: a_ The ❑lstrlct will review the procedure used by the Developer in selecting a construction contractor and determining the cost which may ultimately be shared by latecomer. property owners. Accordingly we will want copies of at least three written priced proposals from -recognized contractors prior to scheduling a preconstruction conference. Page 3 6f 5 l I Mr. Robert D. Scholes August 21, 1986 Page 4 b. Insurance, performance -and maintenance bonds shall be in accordance viith current District Developer Extension requirement's. To proceed further, the District requires written acknowledgement of this Procedures Letter and payment of the $350 temporary sevrer service charge. Once your preliminary plan is received, we will then pre^ars the Engineering Evaluation far- review by the District staff. The ,application with staff comments wfll cc to the Soard as they must approve all temporary sewer service agreements, �10 Sincerely, iN FEDERAL PLAY- WATER AND SEIVER DISTRFCT CDCD1 IA CD Stephen T. Meneke co Director of Engineering and Operations CO cc: John •Bocek PEI Consultants r ' 10.6'13 :4 Exura rT ,D•- The Southeast 1/4 of the Northeast 1/4 of Section 19, Township 21 North, Range 4 Eatt, W,M.; EXCEPT county road (1st Avenue Snutlr); EXCEPT portion platted as Campus View, Volume 101 of Plats, pages 21-24, records of King County, Washington, That port inil of .vacated 0lueks16, 12, '18 and 24, I..,kaweod, Volume IC of Plats, page J5, in King County, westerly Washington, lying .10 of the westerly line of 1st Avenue South. CU N 0 That portion of [hr Southwest quarter Sectioor [he Northeast quarter of n Town 19, ship 21 North, Range 4 C•asr, W.M. ill King CD County, 4lashinl:ton lying nnutheasLerly of Donnrvillc Power Lines LT)and northeastorly of .3CID . C;,rnpns Drive The Wes[ 44U fort of Lhr Nortl, 1/2 of [itr Nortlicast 1/4 of Che Southwest 1/t, of the ;out"wes.t 1/4 of Section 20, Township 21 North, Rangl' 4 East, W.PI,., in King County, Washingron; EXCEPT the North ,it) fort Lhrrrnr; Situate in ihr CnuuLy u f F.ing, nC Vashiogr0Tt, Tit Nit rIItWt'st qit rLer nC Cite Soul liwrst quat-Ler of the Southwest quarLvr air Township 20. Berlin', 21 Nnrttt, Range 4 East, 1?.l•I., in l.Feg Lrtunty, Wasilini;tort; EXCEPT the North 50 feet Lhcruaf; AND EXCEPT tllr West 42 •fret thrreor rouvevod to King County for -ro.ad under Itrr•nriring rtus..1227975 and 91,1J9280489, Situate in tile, Ccrvrt[y of I:ing, State of Washington The Narih half of [hr SouChwes[ oC quarter of the Snutliwest quarter the �outhwrst quarter of Sertinn 20, Township 21 North, Range 4 Fast, W.F1., in Kinl; Cuuuty. K'ashtngLon: LL'SS the IdcsCiJO feet Tile south hair or the S(ntl,weaL quarter or the Southwest o.0 the Southwest quarter of.So,t1vn 21), Township 21 gvartbr Range 4 F.ast, W•I'l., in King County, North, Was{�jngton; EXCEPT the WcdC re fuel conveyed Co t irig County. fu'r Fs irt AvLnl1C. Soutl, by Deed ecorJetl under Recurdinl; No, 1-129267. The Ensr italf of the North half of- the 'Nor.th !talc r.f the tlo ng11ip quarto of the Northwest quarter of Section' t11 Township 21 North. Range 4 East, WasW:AI., in King County. Ching[viiEXCEPT Cl ; re West 3U feet tlier'euF deeded to King iiuii.ty' Far road purposes under Recording No. 1227013. Situate ill the CotinCy of King, Stage of Wasliingtch The West onetile d of Chc Ssutli bhroc-EO.Ur[h5 of the Northwest gtiarlcr a.0 t{te Norti,we;gt quarter of Sect oil 29, 7ow.tislit 21. No'z[li; 1%:fih;gt 4 East, SJin King County,_ Wasilitis 15w., EXCEPT tii.e Sovr'h 792 Cecf; and EXGE.PT' t.lic West 30 feet. Exhibit "D" continued The North 99 feet *of the Sout:i 792 feet of the West onv-third of the 5OULit []Free -quarters of the Northwest quarter of the Rnrtlttrrst It of Section 29, Township 21 North, Range 4 East, W.M., in King County, Wasbingtort; EXCEPT Cite West 30 feet tltrrcuf condemnvd in King County Superior Coui-t Cnusc No. 130599 for roar]. ryTitt, West 440 !cc[ aC the North 99 feet of tilt, South 693 Feet of r— the Northwest quarter of the North West quarter of Suctiod 29, Township 21 North, Range 4 East, W.111-, in Kiul; County, Washington; EXCEPT tilt, West 30 feet .thereof, condemned. in King 17\1O County Superior Court Cause No. 130599 for road purposes. CC) Co Tit West: 150 Feet of tilt, North 99 Feet uF the South 594 feet of the NurLliven t quarter or Lbr Northwest quarter of 5 a C L i o n 29, + Township 21 North, Rana;c� 4 East, W.p1., in King Country, Wasit inl;Lon; EXCEPT fnr the West 3o feet. That portion or Lit, NE, rL11wenL quarter ttf Lhe Northwest quarter of 5ecLiOlt 29, Township 21 North, Rnnge_4 East, W.pl., in King County, Washington, drsr_rihvd :es rullnws. Ile 1, ; n It i Or, urt tItr weserrIy Zinn nr said subdfvisi,n at a point 49.5.00 fret northerly o: Litt, Snuthwtx[ corner Lhereuf; thence northerly alntty; xaitl •westerly l ine 91?.f10 Feet; tbcnee ensterly pit ralfeL with tlty 11.0rLItexIy sine of said %Lgbdivisinn 440.0o feet; [hence xOil tlttrrIy p:tritIIc,I vi•t1; the was Iarly line ❑f said su.ltdivif:ian 99. Din fear; thence wvt:Lvrly parztllei with the northerly Iine or said xubdivisiva 440.DO Feat tct the true point wF Leg inning; EXCEPT Lhe waste, y 150 fret, as monsitred along thv nurth line thereof. TOGETHER W1Tl1 an easomvnt for innress, egress and uLfl'iLies over tits north 15 feet of said excepted westerly 150 Feet ther•or; EXCEPT Lhe WesL 311 feet thereof for First Avenue SonL11. Tit6 North 99 feet ur the South 1,95 feet or the West 1/3' of the South 314 of the- Northwest quarter of the Ncrt_hwest quarter of Section 29, Tovnslrip 21 North, Rattle 4 East, W.M., in King County, Was11in,gtn.n;' EXCL•'PT the West 30 feet condemtird [or road in King County Superior Court Cause No. 130590. - The North 99' feet of the South 396 feet of the West one-third cot t the South three-quarrers of the Northwest quarter of the No.rt.hwust quarter of Section 29, Township 21 No.rth, Rahg'u 4 East, W.M.- in King County, Washington; EXCEPT the West 30 feet condemned [of road in King Codrvty SuPer-ior Court Cause Nb. 13t3599; I SUBJECT' TD matters diSCLD82d by survey recotdced under. iiecdrding Nudibte 7810309003. Past 2 o,f. 4. Exhibit "D" continued The North 99 feet of the South 297 feet of the West 1/3 of the South 3/4 of the Northwest -quarter of the Northwest quarte-r of Section 29, Township 21 North, Range 4 East, W.l1., in King County, Washington; EXCEPT the West 30 feet for road. The South 198 feet of the West one-third of tite Northwest quartur of the Northwest quarter or Section 29, Township 21 North, Range 4 East. W.M., in King County, Washington; LESS rite South N30 feet, LESS the West 30 feet. O O OEast half of tilt --Southeast quarter of the Northeast quarter of CO Elie Northeast quarter and ti:e 5nutheast quarter of the Northeast Co quarter of the Northcnst quarter of the Northeast quarter of Section 311, Township 2L North, Range 4 East, W,_N., EXCEPT the South 30 fcrL nccrrof for county road. The South Lltrrc-quarters or ticc West half or the Fast half or Cite Northcnst quarter of Eho tlort11cast quarter of Sect inn 30. Township 21 North, Itarig c /i Fast, W.M., of King County, Wash ingtun; LESS rounLy rands. The West hair or the Northeasr quarter of the Northeast 'quarter in S0ctIIll 30, TowrtnIfip 21 140rth, Range' 4 East, W.M., King County, Ilashinl;ton; EXCEPT County Road (S.W. 355th) and EXCEPT that pnrtfan lying westvrIy of t11e rutura proposed sanicary sewer trunk main. The North half of the Northeasr quarter of the NorLheast' quarter Of the Northeast quarter nf'Section 30, Township 21 North, Rain, 4 East, W.M., in King Cuuoty, WaIII in.q[on. SITUATE in Life Cauuty Or Kiur, State or Washington. TOG ETIIrR WIT11 AND SUR.MrT TV a 3D.00 rout enscment fog ingress, egress, and uLiiicics, over, u:tder and across Elie following describ=d p.rupertyl BaTi]in ing at the Northcnst Carnt:r or Sect inn 30, Tow.es'Pip 21 Nor tIf. Range It. East, W.M., Kiatg County, Washington; tltrlltr Soutlr 01'28.'56" West along; the East line of said Ser.ticn 330.13 rrvt; Lltet:ce North 88-50-35" Went aloar, the SOLO th t ine nF the North I:al f of the Northeast quarrur of. the Nottltenat quarter of the Northeast quarter of said Section 30.00 feet to t'he West margin a-f county ruad to the True Paint of Reginnilef;; tltunce continuing Nardi 88*501351, West JB2.14 fret to a paint which is 30.00 Pert West of the East Line ter the Sleet 275.00 feet of said stosdivisiun; thence Nurtlt 01'2817" East parallel to L)te West Iinu of said subdivision 165.49 Cent to is Point on the North line of t1+.e south half of the Wart 275.Uo fee[ of said suhrlfvision; thence South R8-.'A9"4j" East along tilt. North line of sa ki South half of rile West 275.00 reef or said subdivision 30.00 fret to Lhc: East titre of the West 275.00 feet of said subdivision; thence South 01°28'17" Nest paraIIL!1 to rite West Line of said subdivision 135.43'feet to a point u1+ic11 is 30.00 feet NarEl+ of the South lime of said subdivision; thence South 8B'50'35" East Para1101 Lo the South line •a.f 'said subdivi51on 5.27.28 fear to 'a point Of curvature; thence along the erc of a 25.00 foot radius, Curve to Elie Le€t tItr•ouglt a c e a t r a L angle of 89`40'29" an are distance of 39.13 Vec( to• a point or tuitgdncyI said point being on the Westerly rttargin Rr eflunt.Y r•a,nd, thence South, 011;28 r56" West along sa:zd tits tcrly margin 54.8151 CS:tt Ca eFre True 116int of .Beginning. P rg:O 3: d- f 4 • - .:ram•:--..�:sir-.,._. .. . - ...--.. - . - i ' Exhibit "D"•continued The Southeast quarter of the Southeast quarter of Sect ion,..19, Township, 21 North, Range 4 Enst, W.M., in Ciug County, Washington; EXCEPT the L•ast.30,O feet thereof conveyed to*King County for road by Dre'd retarded under Recording No. 1229268; AND EXCEPT that pnrtion thereof deeded to Ring County fur Ist Avenue South by Deed recorded under Recording No. 8501070838; TOGETHER WfTEI AND SUBJECT TO easement$, restrictions and Nreaervation$ of record; f< EXCEPT that portion lying westerly of the future proposed 0 sanitary sewer trunk main. N c::) CC o of 4: EXAIRIT "E" The. Souttivast 1/4 or the Northeast 1/4 of Section 19, Township 21 North, Range 4 East, W.N.; EXCEPT county road (Lst Avenue Snuth); EXCEPT portion platted as Campus View, Volume 101 or Plats, pages 21-24, records or king Cuuuty, Washington. D That portion of vacated Blocks 6, 12. 18 and 24, Lakewood, Volumc Ifr or Plots, page 35, in King County, Washington, lying westerly or the westerly line of 1st Avenue South. CD CD 1\1 COC7 That portion of the Southwest quarter of Lhe Northeast quarter of Section 19, Township 21 North, Range 4 East, W.M., in King County, Washington 13•ing snuLlrrastcrly .of lionnev.ille Power Lines and northeasterly of S.W. Campus Drive. The West 460 feet of the NnrLli 112 or the Nortlrrns-t 1/4 or the Sou t It Wes I/4 of tltr Sou Lli west 1/4 of Section 20, Township 21 Nor tit, Rnngr 4 East, I,'.FI., in KiTill CDull ty, W"sltington; EXCEPT the North 30 fret thereof; Situate in the County of King, SLate of Washington. The Nort. IlwrSt qun rter of the Southwest quarter or the Stint hwas t quarter nr 7'owits11i;i 20, Sr.rtion 21 North, Range 4 East, W.PI., in Y.in11 County, WnshinrLon ; EXCEPT the 1ldrLli 50 feet Lherrof; AND EXCEPT the West 42 Feat thcrcof rnrrveyed to King County for road unJvr Recording Nos. 122-9975 and R409280489; Situate in the County ur King, State of Wasltingtou. The Nor IIt half of the Suuthwc•st quarter of the SouthwesL quarter of. the Southwest quarCrr or SccLitin 20, Township 21 North, Range 4 East, W:N., in King Cnunty, Washington; LESS the West;ao fact. The SOutll half of the Southwest quarter of the Southwest quarter of the S0uL11We5C qunrcer of Section 20, Township 21 North, Range 4 Fast, W.N_, in King County, Washington; EXCEPT the Wast 30 feat conveyed tj King County .for First Avenue South by Deed recorded under Recording No. 1229267. The East half of the North hair o.f the North half of the Northwest quarter or the Nortliwast quarter of Section 29; Township 21 Nor LIT Range 4 East, W.N., in King County, Washington; EXCEPT` the West 30 feet thereof deeded to King County for road purposes urider Recording N'o. 1227023. Situate in the County of .King, State or Washingtoni. i I The West one-third of the South three -fourths of tlic Ncirtliwest quartet of the Northwe.st quarter. of Section; 29; To.iftrdhip 21 North, Range 4 East, W.M.,, in, King County, 4iasliirigt:on; EXCEPT the South. 792 Feet, aosl EXCEPT the West 30 fact. Exhibit "E" continued The North 99 feet of the South 792 feet of the West one-third of the South, three-quarters of the Nortiiwcyt quarter df the Northwest quartt•r of section 29, W•}1'r Tov:txhip 21 North, Range 4 Ens[, • t[:inn County, Waslting[nffI EXCEPT the Wes[ 30 feet thereof condemned in King County Superior Court Cause No. 13U599 for road. The West 44o feet of tl,e Nortii the Northwest 99 feet of Ei,c SouthG93 feet ' of quarter of rlie Township Zl North, or4 Nartl iwest quarter of Suction 29, IJaRlting[Oil ; EYCEpT the West 30 East, W.N., ip King feet thereof, County, O County Superior Court Cause No. condLtnnefl I-U599 for in King road purposes, CV O CO The West 150 feet of the North the Northwest 99 fret Of the South 594 feet of quarter of the Nnrthvnst quarter of Section Township 21 North,' Range 29, 4 Washington; FXCEPT For the West East, , in 3U feet 1J.N.Kin1; County, + That port inn nr the Northwest quarter or the Northwest f ter rao Section 29. Towrlgliip 21 Nortl,, Range 4 East, I,'.P!_, quaKi County, Washington, described as follows: Beginning on file westerly line of 495.00 feet said subdivision a[ a poiirt northerly of the southwest corner tlie reof; thence northerly ❑Lung said westerly line 99.00 Fect; thenceeasterly Par" 1c1 with the northerly line of srfid subdivision 440.00 Feet; t11CUCo southerly paraI lei with the westerly line of subdivision 9said 9,00, feet; till-nce Westerly parallel with the northerly line of said subdivisian 44D.0(1 feet to [Ile true point OF burinning; EXCEPT' the westerly 150 feet,. as thereof. measured along tile north line TOCETIIER WITH :in c:rsemtrr[ for ingI.E?s . egress and ut i i it ics over the north 15 feet of said excePLed westerly L50 feet thereof; EXCEPT the West 30 fret thereof for First Avenue Snuth, The North 99 fret of tine South 495 Feet of the West 1/3 of the South 3/4 of the Northwest qua.rrer of tho Northwest quarter of Section 29, Town sliip, Zl County, North, Itange 4 East, W.AI., in King in King Counoull ng[on; EXCEPT the [Jest 30 fnr.t condemned for road ty SupCrior Court Cause No_ 130599. The North 99 Ceet of .the South. 396'fec[ of the West o'ne-third of the South threes o f tale of the Northwest quarter of the Northwest quarter of Section 29, ' W.bl., in fang Count TOwrislttp 21 North, Range 4 Eas[, y, Washington; EXCEPT the West 3,0 feet condemned for road in King. County Superior Court Cause No. 130599. SUBJECT TO matters disclosed b Number 78103090(13. Y survey recorded under Recordirig ' 1 I Eritibit "E" cuntinucd The North 99 Eret of the South 297' feet of the IJest 113 of the South 314 of the' Northwest quarter of tine Northwest quarter of Section 20, Townshi.p 21 North, Range 4 East, W.M., iit King County, Washington; EXCEPT the West 30 feet for road. The SouLh 19B feet of the West, one-third of the Northwest quarter of Lite Northwest quarter of. Section 29, Township 21 tl"rth, Range ,.04 East, W.1,1., itt King Counry, Washington; LESS the South 30 feet, LESS the West 30 feet rJ ,D East itair of tha Southeast quarter of the Northeast quarter of the Northeast quarter and the Southeast quarter of till, Northeast quarter of tine Northeast quarter or the Northeast quarter of Goctinn 30, Township 21 North, Range 4 East, W.P1., EXCEPT the South 30 feet' thereof for county road. The SauLlt three-quarters of the West half of the East half of the Northeast quarter of the Northeast quarter of section. 30, Township 21 Nort11, Rait1,u 4 East, W.D1., of. King County, Wasit ingtOn; LESS Cnunty roads. The West half of the Northeast qunrtex of the Northeast quarter in SVcL1oil 30, Township 21 Nor tlt, Range 4 East, W.N., King County, Washington; EXCEPT County Road (S.W. 356th) and EXCEPT L1iaL portion lying wesLarIy of the future proposed sanitary sewer trunk main. Tile North half of t1l, Northeast quarter ur Cho Northeast quarter Of the Northeast quarter of Section :0, Township 21 Norrb, Range 4 East, W.N., in King County, Washington. SITUATE in Lite County of King. State of Washington. TDOETNEIC WIT•ll AND SUBJr•_CT TO a 30.00 foot easement for ingress, egress, and tic I i r i rs, over. under and across Lite foll'ow'ing described property; Ilerinning at the Northeast coiner of Sect ion' 3h., Township 21 Nortit, lunge 4 East, W.hf., King County,. Waslting[un; thence South tl'28'56" West along Lila East line of said Section 330.73 feet; the:ace North 88'30'35" West along tine South iine of the North half -of the. NnCtlteasL quarter of the Nartite.ast q%Iarrcr of the Northeast quarter of said Section 30.OR rear .1u the West tnrtrgin of county road to the True Point of Beginning; thence continuing Nortlt S8%M '35" West 382.14 feet to a paint witich is .10.00 feet hest of the Eaa[ Tina of the Weak 275.00 feet of said subdivision; thence North 01'28'17" East parallel: tn• tha Was[ fine of said subdivision 165.69 feet to a Point on the North line of the South half of the West of said subdivision275.00 feet ; thence South 88'49'43" East along Cite North fine of said-SQUE11 ' half of the. West, 275.00 feet of said subdivis.ilot, 30.00 rent to the East line of the Went 275.00 feet Of said subdivision; titett.te Sou rIt 01'Z8'17" West parallel. to the Wert line of said suhdiv1s1on I15.48 feet to a point which is South feet Nortlt South of the South ]!lie of said subdivision; thenee 38`50'35" East parallel to tit0 South liar of said subdivision 327.28 feet to a point of curvature; tireneo, along the arc of a 25.00 foot radius curve to the left throttgh a central angle of 89°40'29" an are distance of 39,13 fret to a point of tangency, said pdint being on th-e Westerly margin of county road; thence SO"th 01'28'56" West along se id. We9tarIy. margin 54.B6 feet to the True Point Of Beginning. " .s N r` 0 0 N 0 co DO PEI CONSULTANTS. INC 10900 N.E. hTH SE/ENTH FLOUK BELL- IM, 'YA 1e0w E:.l'HfBLT "C" (206) 455.9494 TO 5 /l? WE ARE -SENDING YOU C Attached C Under s'eaarate cover via,_ C Shop orawtngs C Prints = ?lans Copy of letter r Change order r� LL LE ILF 1JL Lil? ll u u _,a_t_ r 7 , r l I•u• .o CS d7 07 the following items. Samples = Specifications coplu I ar.tE 1 r,a. PL5cn1TT1cx :a. Jeri M ' i�f s crt %�A cn �L l•� G I I f Sc-ry i 1 I � THESE ARE TRANSMITTIED as checked belovr. 0 For approval 0 Approved as submitted ' lFcr your use: 0 Approved as na:ed . 0 As requested 0 Returned for corrections 0 For review and comment 0 ❑ FOR BIDS DUE 19 0 Resubmit copies for approval 0 Submit copies for distribution 0 Return corrected prints PRINTS RETURNED AFTER LOAN TO US i f _ I I COPY TO SIGNED: nmeniC� Q,.ce�r aril If Mi-19✓t uivi are net •i unlit ,06w r;oour •''one.. • Bage• I�o.f�--�` j i /. /O� a� !z� c�i.a...•rY�c Sr�TroN r1;r R1 '$�• N!C cJ••r�-�ii }-w�.J ii�.,o or_ /�%�J /3/Jc% c/N rin n O S E� V. i.7 �.4//'' /Q �CSS /N� �$TIJi/OJY %r �ivL/! ✓r^!� i Q [. 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P-5 shmwr• Cn a. p::ci '-'_acres.. ' as s :owm c: n. ?rm;r,•- sha_ be - _� eo'er.=e=_. of =he cc:��'_ scheme shDLT. or, c-hhe lacder�c_a;r�, =.. as:c=e? aa s ecessa-+ -m s—M =he : ro- wo males c -z=ale-rmc=a=r3le o-=-o:_er loader, eac' tame c�c �_� a by a laZ:'er c_ayr= w'_=h shcp Erak:.^cs. �. Irszz 1a_ch and w_'__lc sha'_'_ be as reec=eade'd bo p:1�C'? e= Mwmfac- cc=er aad as. shown. on =he drax_acs: � ' I P 16,lDD=I I Page 4 cl fi i - lit I Cc 0 LLJ ti .... . ..... 71�rlop 11Z 't L I I EAIIIro%��re -1 7L A-1 ep 7s A 0 •L ILI, 0 RFC' �IV�D APR 81998 VILLAGE GREEN PHASE I ts Agreement No. 96-341 �:.. a„CO PQFR ru w��CC� ��lO1gD Est :�Fs aft' 9W02V s THIS AGREEMENT, entered into in duplicate between the ^px LAFERAVEN UTILITY DISTRICT, King County, a municipal corporation of 1 the State of Washington, hereinafter referred to as the "District" and HUNTINGTON PARK BUILDERS, INC., P.O. BOX 98309, DES HOIHES, WA 96198, hereinafter referred to as "Developer"_ WiTNESSETH: WHEREAS, the District operates and maintains sanitary sewer 3 and water distribution systems within its boundaries which can serve property of Developer, and '> WHEREAS; Developer desires to construct certain sewer and water mains and appurtenances at its own cost to serve Developer's property, for delivery to and operation by the District, 47i SMS, the parties have previously entered into an agreement �9 concerning the calculation and payment of certain charges due upon iconnection, and 1 NOW, THEREFORE, IT IS HEREBY AGREED that: i r 1. The land for which domestic sewer and water service is l requested and to which this Agreement applies, is realty in King County, Washington, legally described in Exhibit 'A", attached hereto and by this reference incorporated herein. By executing this Agreement. Developer represents and warrants that it is the owner of record of the above -described property. If such representation of ownership is invalid, this Agreement shall be void. Developer agrees that the District may require Developer to furnish a title report for the property at Developer's expense. 2. At the time the Developer executes and delivers this signed Agreement to the District, the Developer shall pay all associated charges as set forth in Resolution No. 95-793, or any subsequent amendment thereto, which charges are more specifically described as follows: WATER SEWER Section B - AJ-2: Developer Extension Charge - deposit against the District's administrative, inspection, engineering, legal and other costs, including the cost of main cleaning prior to accept- ance, associated with the extension of water facilities. S 6,311.50 S 4,552.00 (See subsections a b below.) Page 1 je 9 WATER SEWER Section C - AJ-3: Latecomers Admini- strative Fee to cover the District administrative cost for Latecomgr pay- back associated cost. S .00 S 240.00 section E: Right-of-way construction to cover District's cost associated in the Right-of-way Construction Permit for city, county, and/or state permit. S 260.00 S 260.00 Total: S 6,577.50 S 5.052.00_ 7 a_ These amounts shall be paid to the District, prior to the District's execution of the agreement, as a deposit against actual expenses, including all bacteriological testing and sampling. The District shall determine. on a monthly basis, its actual costs associated with the project and shall submit to Developer, if and at such time as its expenses exceed the deposit herein, a request to increase said deposit by such additional amounts as are due to repay the District for actual costs in excess of the amount previously collected plus an amount to increase said deposit to the next five hundred dollar IS500] increment. Payment shall be made within th!-ty days of the date of the letter requesting same. In the event that the deposit exceeds the District's actual expenses, the District shall issue to the Developer, at project closing, a refund of such unused amounts. e}' b. The Developer Extension Charge deposit includes the expense of 0� the District's review of preliminary plans, which review shall rl not in any way be deemed an approval of plans for construction L) purposes. O 3, in the event this Agreement is not executed and returned, O along with the above -referenced charges, within six months from the Ld date of transmittal of same to the Developer, which date of l Q) transmittal is March % 1996 the Agreement shall be void and a new Developer Extension Application, along with application fee, will be required. j a. in the event work and construction described herein is not commenced within six (6) months from the date Alarms and specifications have been approved, this Agreement shall be void and of no force or effect whatsoever. In the event that work has commenced within the time period specified herein, construction shall be completed on or before Aoril 30. 1997 If construction is not completed by such date, this Agreement small be void and of no force or effect whatsoever. It is agreed by the parties that time is of the essence in all matters relating to the performance of this Agreement. 5. The District's engineers shall review final plans and Specifications for sewer and water main construction to be performed by the Developer under this Agreement. If preliminary plans are not deemed acceptable by the District, Developer shall be obligated to revise the plans and specifications in accordance with design standards deemed acceptable by the District. A€tar Developer has been notified in writing by the District that final plans and specifications have been approved. Developer and Developer's contractor -hall meet with District representatives for a pre -construction conference before construction is commenced. The Developer shall submit mylar originals and duplicate reproducible mylar originals prior to the precnnstruction conference. 6. . Developer agrees that it shall be responsible for providing to the District accurate and reliable information concerning the actual location of the facilities constructed. In Page 2 ;--rL furtherance of this obligation, Developer shall procure from its - design engineer, &UL FnQinefx�a or such other licensed engineer or surveyor that will be consulting on the construction phase of the project, a written statement, which shall be submitted to the District prior to the preconstruction conference, warranting and guaranteeing that accurate .data will be collected during construction of the facilities to enable the engineer to submit actual and reliable "as -built" locations to the District. At the conclusion of construction and prior to and as a condition of acceptance, the engineer shall deliver to the District its certification that it has made periodic field investigations and measurements during construction and that the `as -built' drawings submitted to the District are accurate and reliable. The District shall have the right to approve any change in the consulting engineer or surveyor during the project and Developer agrees that the District may refuse any change in the consulting engineer or surveyor or may condition the same on resubmittal of the warranty of location described above. No approval of any now engineer or surveyor shall be unreasonably withheld by the District. 7. in addition to all amounts payable by the Developer, as set forth herein, the Developer shall pay, prior to the preconstruction conference, the sum of S2,760.11 as and for a charge in lieu of assessment for water facilities previously constructed which provide direct benefit to Developer's property, or a portion of Developer's property, and for which District funds were used to fund or partially fund the construction, pursuant to and in accordance with District Resolution No. 95-793, Section 5, and any subsequent amendments thereto. a. in addition to all amounts payable by the Developer, as set forth herein, the Developer shall pay, prior to the �j preconstruction conference, the sum of S4,998.67 as and for a Q; latecomers charge for sewer facilities previously constructed which provide direct benefit tc Developer's property, or a portion Qj of Developer's property, pursuant to and in accordance wit* District Resolution No. 95-793. Section S, and any subsequent Q' amendments thereto. 9. The District will make application for the City of Federal way 'Right -of -•way construction permit'. Developer ar-knawledges familiarity with the provisions of such Right-of-way Construction Permit and agrees that it or its contractor's failure to comply with any of the provisions of the permit shall entitle the District, in addition to the right to enforce any other remedy available to the City of Federal Way as the permitting party, to immediately stop all construction activity on the right-of-way until the violation or violations have beer► eliminated and corrected to the satisfaction of the District and the District should not be held liable for any damages, either direct or indirect, for the delay and expense of such work stoppage. Developer shall procure all other state, county and city licenses or permits. 10. In the event an easement is required over realty other than realty described in Paragraph No. 1 herein, such easement, in form acceptable to the District, together with title report or other sufficient proof of ownership of such realty, shall be delivered to the District prior to the preconstruction conference. Developer shall be obligated to obtain a written release from any property owner across whose property construction is performed pursuant to the grant of an easement, sufficient to indicate that the site restoration an the easement is satisfactory and complete. 11. Prior to the preconstruction conference. Developer shall deliver to the District a restoration performance bond in the sum of S7,000-00, conditioned that Developer will restore to the satisfaction of the District, and state, county, and city agencies �. Page 3 ray ;i furtherance of this obligation, Developer shall procure from its design engineer, AHM, EnvInjagng , or such other licensed engineer or surveyor that will be consulting an the construction phase of the project, a written statement, which shall be submitted to the District prior to the preconstruction conference, warranting and guaranteeing that accurate data will be collected during construction of the facilities to enable the engineer to submit actual and reliable "as -built" locations to the District_ At the conclusion of construction and prior to and as a condition of acceptance, the engineer shall deliver to the District its certification that it has made periodic field investigations and measurements during construction and that the 'es -built" drawings submitted to the District are accurate and reliable. The ❑istrict shall have the right to approve any change in the consulting engineer or surveyor during the project and Developer agrees that the District may refuse any change in the consulting engineer or surveyor or may condition the same on resubmittal of the warranty of location described above. No approval of any new eng1meer or surveyor shall be unreasonably withheld by the District. 7. In addition to all amounts payable by the Developer, as set forth herein, the Developer shall. pay, prior to the preconstruction conference, the sum of 52i M.11 as and for a charge in lieu of assessment for water facilities previously constructed which provide direct benefit to Developer's property, or a portion of Developer's property, and for which District funds were used to fund or partially fund the construction, pursuant to and in accordance with District Resolution No. 95-793, Section S, and any subsequent amendments thereto. 8. in addition to all amounts payable by the Developer, as fT set forth herein, the Developer shall pay, prior to the (o preconstruction conference, the sum of S4,998.67 as and for a M latecomers charge for sewer facilities previously constructed rl which provide direct benefit to Developer's property, or a portion (r of Developer's property, pursuant to and in accordance with District Resolution No. 95-793, Section S, and any subsequent ed' amendments thereto.. L: 9. The District will make application for the City of J) Federal Way 'Right-of-way Construction Permit'. Developer acknowledges familiarity with the provisions of such Right-of-way Construction Permit and agrees that it or its contractor s failure to comply with any of the provisions of the permit shall entitle the District, in addition to the right to enforce any other remedy available to the City of Federal Way as the permitting party, to immediately stop all construction activity on the right-cf-way until the violation or violations have been eliminated and corrected to the satisfaction of the District and the District should not be held liable for any damages, either direct or indirect, for the delay and expense of such work stoppage. Developer shall procure all other state, county and city licenses or permits. 10. In the event an easement is required over realty other than realty described in Paragraph No. 1 herein, such easement, in form acceptable to the District, together with title report or other sufficient proof of ownership of such realty, shall be delivered to the District prior to the preconstruction conference. Developer shall be obligated to obtain a written release from any property owner across whose property construction is performed pursuant to the grant of an easement, sufficient to indicate that the site restoration on the easement is satisfactory and complete. 11. Prior to the preconstruction conference, Developer shall _ deliver to the District a restoration performance bond in the sum of 57,000.00, conditioned that. Developer will restore to the satisfaction of the District, and state, county, and city agencies 1 1 Page 3 L.._ 0 as applicable, all work to be performed hereunder in public rights - of -way and District easements. Form and contents of bond shall be determined by the District. 12. Construction shall be performed in accordance with District approved plans and specifications and only under the supervision of workers or craftsmen experienced in the installation of sewer and water mains and the related work. 13. By execution of this Agreement, the District does not guarantee sanitary sewer service will be provided to realty described herein. In the event that any District facilities, such as Lift stations, treatment plants and sewer trunk lines, become utilized beyond their design or approved capacity or become inoperable for any cause, the District reserves the right to refuse any connections Which would use such facility until remedial action has been completed, and the District shall not be liable for any direct or consequential damages which occur to Developer arising out of such District refusal to connect or time delay necessary to take remedial action. 14. The Developer and its agents agree to indemnify and hold the District harmless from any and all claims which may be assessed against the District as a result of the construction or maintenance of the work described in this Agreement prior to acceptance by the District. The Developer shall maintain in full force and effect during the construction period, liability insurance in the minimum amounts as follows: Bodily injury liability coverage with limits of not less than 9500,000.00 for bodily injury, including accidental death to any one person, and subject to that limit for each person, in an amount of not lean than 51,000,000.00 for each accident, and property dame go coverage in an amount not less than 4"7 51,000,000.D0 for each accident. A certificate of insurance shall be provided, prior to the preconstruction conference, stating the amounts of the coverage and the inclusion of the District as an additional insured. Tan days written notice shall be given to the ODistrict for cancellation or expiration of this insurance. W 15. Developer shall notify the District the date work and construction described in this xgreement will commence, and said notice shall be givers not less than 72 hours (not including Saturday, sunday. or national holidays) prior to such date. no sewer or water facility shall be covered prior to inspection. ?after work is commenced, it shall vigorously, consistently, and in a first-class workmanlike manner be carried to completion. Developer shall maintain at the construction area at all times during construction, a representative to whom District notices may be given regarding construction. Said representative shall be designated in writing by the Developer before start of York. Developer may request Inspections during Construction upon two (2) days notice to the District. 15. Testing of sewer and water :acilit:ies shall be performed as required by the District and only after satisfactory tests have been completed and witnessed by the District's designated agent, will the work be accepted. Developer agrees that at such time as the District has periorv+ed inspection of the sewer and water connections and has delivered itemized punch lists to Developer and/or Developer's contractor. that the project will be pursued to final completion, Including the performance of all necessary site restoration. 17. Upon completion of construction. Developer or contractor shall deliver to the District a bond in the amount of ten percent (10%) of construction wets or S5,000.00, whichever is greater, that a reliable contractor will make and pay for repairs necessary. within one (1) year from the date of acceptance of said construction. arising from faulty labor or material. Form of bond Is to be approved by attorney for the District. Developer shell also deliver Bills of Sale for sewer and water mains and Page 4 v .e appurtenances installed and constructed pursuant to this Agreement, together with permanent easements for their location in a form acceptable to the District. 18- Upon completion of construction. Developer shall submit for acceptance. and approval to the District a statement of monies and/or other accounting of monies expended to perform construction described herein, together with such other engineering records and data as may be required by the District. 19. In the event Developer requests and the District provides water meters for the realty described herein, prior to District's acceptance of work, Developer agrees to be solely responsible Ear any loss or damage to such water meters or their installation, which occurs prior to said acceptance of work by the District. 20. Work and construction performed under this Agreement shall not be connected to the District's sewer and/or water systems until all provisions and requirements of this Agreement and District Resolutions, an the part of the Developer, have been fully complied with. 21. The District and Developer agree that in carrying out the terms of this contract, the Developer shall be acting as an independent contractor and in no respect shall Developer be deemed an agent of Lakehaven Utility District. 22. Developer shall not assign this contract without the written consent of the District. 23. The District shall provide sanitary sewer service following the District's acceptance of the sanitary sewer system Ti M for operation and maintenance and upon payment of the connection charges as set forth and in accordance with the "Agreement for +� Payment of Connection Charges", attached hereto as Exhibit W and e4 incorporated by this reference as if fully set forth herein, and District Resolution No. 95-793. Said connection charges shall consist of the Capital Facilities Charge (CFC), Side Sewer Permit Fee and any other such charges to be levied in accordance with said District Resolution No. 95-793 or amendments thereto or any other applicable District Resolution at time service is requested, except as may be expressly limited by ;the "Agreement for Payment of Connection Charges" referenced above. 24. The District shall provide water service following the District's acceptance of the water distribution system for operation and maintenance and upon payment of the connection charges as set forth and in accordance with the "Agreement for Payment of Connection Charges", referenced in paragraph twenty-one (21) above, and District Resolution No. 95-793. Said connection charges shall consist of the Capital Facilities Charge (CFC), Meter Installation Charge and any other such charges levied in accordance with said District Resolution No. 95-793 or amendments thereto or any other applicable District Resolution at time service is requested, except as may be expressly limited by the "Agreement for Payment of Connection Charges",. 25. Partial waiver or waiver by acquiescence by the District of any provision or condition of this Agreement shall not be a waiver of any other provision or condition of this Agreement. 26. This Agreement shall constitute an easement and servitude - upon the property described herein and shall be binding upon the heirs, assigns and successors in interest to the Developer. This Agreement shall constitute an equitable Lien against property described herein and in the event of nonperformance by Developer, as stated herein, the District may foreclose said lien in the manner authorized by law. Page 5 27. This writing constitutes the full and only agreement between the parties, there being no promises, agreements or understandings, written or oral, except as herein set forth, or as. hereinafter may be amended in writing, 28. Upon execution of this Agreement, the parties agree in the event either of them is required to enforce any provision or provisions of this Agreement against the other, that the prevailing party shall be entitled, in addition to all other amounts to whim It is otherwise entitled by this Agreement, to its actual attorney's fees and costs, including those incurred on appeal. WItHESS our hands and seals. HUNTINGTON PARK BUILDERS, INC. LAKEHAVEN UTILITY DISTRICT King County, Washington By f gar, t6mer services Dept. Its Date: r Dated: STATE GF WASHINGTON ? j 98: County of Ring y I certify that I know or have satisfactory evidence that "n— H 5=1.I- signed this instrument, on oath stated that hP was authorized to execute the instrument and acknowledged it as the President of HUNTINGTON PARK BUILDERS, INC., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: 3/1196 !s� NntAry Public residine Ln Federal uav, WA Title My appointment expires 5/22/99 EXHIBIT "A^ Village Green of Federal Way Phase I 's Legal Description h Lot 1 of Boundary Line Adjustment No. SLA95-0002, &M 9510239002. That portion of the South half of the Northeast quarter of the ,Northeast quarter of the Northeast quarter; AND the Southeast quarter of the Northeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M., lying North of a line beginning at a point on the centerline of 1st Avenue Sough, Which bears S O1.28156" W, 901.17 feet distant from the Northeast 1 corner of said Section 30; THENCE N 88'31'04" W, 220.00 feet; THENCE N 59.22'24" W, 500.42 feet to the East line of the Northeast quarter of the Northeast quarter of the Northeast quarter of said d' Section 30, and the terminus of said line. fIL EXCEPT the East thirty (30) feet for 19t Avenue South. TO OSituate in the City of Federal Way, King County, Washington. d' O Q: a a Exhibit 'B' DUPLICATE ORIGINAL c� i r❑ ❑ coM9T1-Q1F-CTW9jEET THIS AGRSEHENT, entered into in duplicate between the L3.IE3hvi_.N UTILITY D±9TRICT, King County, a municipal corporation of the State of Washington, hereinafter referred to as the "District" and Huntington Park Builders, Inc., hereinafter referred to as "Developer". WITHESSE'M WHEREAS, the District operates and maintains sanitary sewer and water distribution systems within its boundaries which can serve property of Developer, and r' WHEREAS, Developer desires to construct certain sewer and G� water mains and appurtenances at its own cost to serve such O 1-T property, as legally described herein, which facilities shall be O C0 conveyed to the District and thereafter be maintained as a part of T. the public system, and WHEREAS, due to the unique nature of the development, the District lacks a reliable method with which to estimate the amount of demand that the property will place on the sewer and water systems, as such estimate is necessary to calculate the appropriate connection charges which will be due at the time of connection, and WHEREAS, the parties having discussed a methodology for establishing the, connection charges owing for the property and deeming such methodology, as set forth below, to be mutually beneficial: NOW, =EZZMPOR£., IT IS HEREBY AGREED that: Page 1 DUPLICATE ORIGINAL �4114114ifflwl The property (hereinafter "Property") for which water and sewer service -is sought by Developer and which shall be subject to :his Agreement is as legally described an Exhibit "A", attached hereto and by this reference incorporated herein. The parties agree that this Agreement is not a contract to provide service to the Property and that actual service shall be obtained by Developer pursuant to the terms of a developer extension agreement, the responsibility to apply for which rests vith Developer. In order that the terms of any such developer extension agreement and this Agreement shall be consistent, the parties agree that the terms and conditions herein shall be incorporated into the developer extension agreement. 2. CAPITAL FACILITY CRA G The parties acknowledge that Developer intends to construct and maintain a commercial housing and activities facility for senior citizens on the Property and intends to connect such facilities to the sanitary sewer and domestic water systems. Inasmuch as the District does not maintain a use classification for the type of commercial facility contemplated by Developer under its "7 current system of allocation of Capital Facility charges (CFC's) for connection to the water and sewer systems, it is hereby agreed that such charges shall initially be based on an estimation of the demand which would be placed on the respective systems from the c! described use, as such demand estimation is set forth below, which shall be adjusted, as further set forth below, to reflect any C� increase in the actual use based upon a designated period of monitoring of water consumption on the properties. Having reviewed the proposed usage the parties hereby agree that Developer shall pay, in full, ar, or prior to, the time of connection, separate CFC's for connection to the cater and sewer systems, at the then current rate, of twenty-one hundredths (.21) of an Equivalent Residential Unit (ERU) for each separate housing unit located on the property. commencing eighteen months following the date upon any commercial structure situated an the property shall have received a "Certificate of occupancy", or like authorization, from the City of Federal Way, therein permitting the occupancy of any such structure, the parties agree that the District shall begin monitoring water consumption for a period of twelve (12) months thereafter to determine the actual demand on the water and sewer systems based on the MU consumption standards identified in the District's then current Fees and Charges Resolution. Developer agrees to provide the District with the initial certif!cate or other evidence of authorization for occupancy referenced above within twenty (20) days of receipt of same and thereafter will provide the District with reliable information regarding actual occupancy so that consumption can be rated at full occupancy. Should the consumption information indicate that the facility is consuming water at a rate greater than originally allocated (i_e. .21 ERU) the District shall adjust the ERU calculation to reflect actual use and Developer shall remit the addit`onal CFC amc=t, Page 2 E. DUPLICATE ORIGINAL including interest at st per annum from the date of connection to the system to the date of payment, within thirty days of written notice that payment is due. should the consumption information indicate that the facility is consuming water at a lesser rate than originally allocated (i.e. .21 ERO the District shall adjust the =RU calculation to reflect actual use and the District shall remit :.he cFc overpayment based thereon, including interest at 6% per annum from the date of connection to the system to the date of payment, within thirty days of determination that the same is due. Further=ore, Developer agrees that should the property be utilized in any manner other than as described herein, the District shall retain the right to collect additional CFC charges commensurate with any corresponding increase in demand on either or both of the i water and sewer systems. i 1. PnT;LXffd&MT` In recognition that the improvements to be constructed on the property by Developer will be developed in a phased manner, f Developer shall be entitled to pay, at any time, for as many units s of CFc as it shall desire; provided, however, that should prepayment occur prior to the conclusion of the monitoring analysis described in section one above, any additional CFC units so ] ] acquired shall also be subject to adjustment as provided for in Msection one (1). Z 4. LATECOMT.M CHARGt % The parties acknowledge that a latecomer charge is owing for Pump d C Station No. 17, pursuant to the reimbursement provision found in, ;d the Emerald Forest Developer Extension Agreement, the terms of which Developer represents it has reviewed and acknowledges. familiarity with. The District agrees that Developer shall contribute to the Pump Station using the ERU rate and monitoring system established in section one (1) above. Accordingly, upon connection, Developer shall pay a latecomer charge based upon the .21 ERU rate established in section one (1) and shall, in like ' manner, be responsible for any additional amounts thereafter based upon the results of monitoring. Due to the unlikelihood of a _ significant reduction in the ERU bass rate and the relative difficulty in procuring a refund from the recipient of the latecomer reimbursement, the parties agree that Developer shall not be entitled to a refund of the latecomer charge should the monitoring reveal a lower consumption than anticipated. In the event that the party entitled to the reimbursement thereunder shall challenge the District over the allocation herein, Developer agrees to indemnify, defend and hold harmless the District from any such -3 claim and pay any judgment which may be taken against the District with respect to the same, provided that the District shall have tendered notice of any claim related to such allocation, and supporting documentation related thereto, in a time and manner which shall not prejudice Developer's defense thereof. 5. Lh�E�t't�1T'TC'f ,LSO 5 �rr±es•?=•r page 1 j �A', Z DUPLICATE ORIGINAL This suiting constitutes the full and only agreement between the parties, there being no promises, agreements or understandings, written or oral, except as herein set forth, or as hereinafter may be amended in writinq and, further, shall constitute a full and complete settlement of any and all claims which may exist or potentially exist concerning the District's connection charges, whether known or unknown at present. 6. MIG'M Developer shall not assign' this contract without the written consent of the District. 7. �V'M Partial waiver or waiver by acquiescence by the District of any provision or condition of this Agreement shall not be a waiver of any other provision or condition of this Agreement. 6. LIEN This Agreement shall constitute an easement and servitude upon the property described herein and shall be binding upon the heirs, assigns and successors in interest to the Developer. This Agreement shall constitute an equitable lien against property described herein and in the event at nonperformance by Developer, as stated herein, the District may foreclose said lien in the manner authorized by law. 9. S E8 Upon execution of this Agreement, the parties agree in the event either of them is required to enforce any provision or provisions of this Agreement against the other, that the prevailing party shall be entitled, in addition to all other amounts to which it is otherwise entitled by this Agreement, to its reasonable attorney's fees and costs, including those incurred an appeal. WITNESS our hands and seals. BY its Date: 318/96 LAK MVEN UTILITY DISTRICT King County,Washington 4,,�A- 'I T:1 � GEUERA4_ MXW,1,6EJC Dated: 3 /If /ys A:\PoWELL.AGR January 10, 1996 dim -; Page 4 .J a DUPLICATE ORIGINAL STATE O8 RABMGTON ) ) sat County of King ) I certify that I know or have satisfactory evidence that _ Moot B. Powell signed this instrument, on oath stated that h.. was authorizer( to execute the instrument and acknowledged it as the of Huntington Park Builders, Inc. _ , to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: 3/8/96 // zz__ X i in Federal Na WA, Title Notary Hy appointment expires 512_ 2/99 t- DUPLICATE ORIGINAL EXHIBIT "A" TO AGREEMENT FOR PAYMENT OF CONNECTION CMIRGES VILLAGE GREEN OF FEDERAL WAY LEGAL DESCRIPTION Lots 1 and 2 of Boundary Line Adjustment No. SLA95-0002 as recorded under King County Auditor's File No. 9510239002. That portion of the South half of the Northeast quarter of the Northeast quarter of the Northeast quarter; AND the Southeast quarter of the Northeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M.; EXCEPT that portion conveyed to King County for Southwest 356th Street by deed recorded under Recording No. 698903; AND EXCEPT the East thirty (30) feet for 1st Avenue South; EXCEPT the following portions of the above described property, all t11 as condemned for street purposes in King County Superior Court C Cause No. 89-2-25115-9, being described as follows; The southerly twelve (12) feet; The northerly 255 feet of the southerly 267 feet of the easterly twelve (12) feet; A fillet area lying southeasterly of a circular curve having a radius of 25 feet concave to the Northwest, said curve being tangent to a line 52 feet northerly of and parallel with the centerline of Southwest 356th Street, as surveyed under King County Road Survey No. 25-21-3-7A and tangent to a line 42 feet westerly of and parallel with the centerline of 1st Avenue South; The westerly thirty (30) feet of the northerly 159 feet of the southerly 170 feet; A fillet area lying southwesterly of the arc of a circular curve of radius 25 feet concave to the Northeast, said arc being tangent to a line 42 feet northerly of and parallel with the centerline of Southwest 356th Street, as surveyed under King County Road Survey No. 25-21-3-7A, and tangent to a line thirty (30) feet easterly of and parallel with the centerline of 2nd Avenue Southwest. Situated in the City of Federal Way, King County, Washington. VILLAGE GREEN PHASE I Agreement No. 96-341 Agreement for Connection of Water and Sewer Faailitiew as Substantially Complete WHEREAS, the District and Developer have entered into a Developer Extension Agreement dated March 11, 1996, and recorded under Auditor's File No. 9604081934, providing for the connection of facilities constructed by the Developer to the District's water and sewer systems, and WHEREAS, the water and sewer facilities to be so connected are substantially complete and suitable for connection under District Resolution allowing for such connection prior to final completion, and WHEREAS, to accommodate Developer's construction schedule, the C) parties mutually desire to extend the applicable period for M v-4 completion; &P 'r4 NOW, THEREFORE, IT IS AGREED as follows: LID 1. The parties hereby agree that the completion date for the project, as set forth in paragraph no. 4 of the Developer Extension Agreement, shall be April 30, 1998and said g , p paragraph no. 4 is amended accordingly, 2. This Agreement shall modify the Developer Extension Agreement No. 96-341, for Village Green Phase 1, only so far as the extension of the completion period and the connection of water and sewer facilities to serve the property es substantially complete are concerned, and the Developer shall be obligated to comply with all provisions in the Developer Extension Agreement regarding the final completion of the facilities to serve the property. 3. The District shall allow connection of the water facilities to said property upon execution of this Agreement and all other documentation necessary for acceptance of the project, completion of a satisfactory purity test, and delivery by Developer of the sum of $4,400.00 to the District, which sum shall be deposited in a District account and held to insure the final adjustment of four (4) hydrants, ten (10) valve boxes and two (2) blowoff assemblies and the final completion of one (1) sheet "as -built" mylar water plans, as same is needed to fully and finally complete the project in accordance with the Developer Extension Agreement. In the event that the i:rnel adjustment of four (4) hydrants, ten (10) valve boxes and two (2) blowoff assemblies and the final completion of one (1) sheet "as -built" mylar water plans, are not completed by Developer on or before October 31, 1997, the District shall be authorized to utilize the funds so deposited to accomplish the necessary work and Developer shall have no further claim on the funds. Page 1 1I ) I 1 I I 4>i t 4. The District shall allow connection of the sewer facilities to said property upon execution of this Agreement and delivery by Developer of the area of 03,750.00, which sum shall be deposited in a District account and hold to insure the final adjustment of four (4) manholes and two (2) vault lids and the final completion of two (2) sheets "as -built" mylar sewer plans, as _- same is needed to fully and finally, complete the project in accordance with the Developer F=tensicn Agreement. In the event �. that the Einal adjustnents of four (4) manholea and two (2) vault Iids and the final completion of two (2) sheets "an -built" Tyler slower plans, are not oompleted by Developer on or before ❑ctober 31, 1997, the District shall be authorized to utilize the funds so deposited to accomplish the necessary -work and Developer shall have no further claim on the funds. 5. All other provisions of the Developer Extension Agreement referenced above which are not herein rtlodified shall remain in full force and ei:fect. WITNESS our hands and sash. HUNTINGTOR PARK BUILDERS, INC. LAKEKAVRN UTILITY DISTRICT King County, Washington By & Cue mar Services Dept. Its President Date: 5/6/97 Dated: MAY /Yf7 - C7 lt) STATE Or WABHINGTON ) ) B 8 QCounty of King j I certify that I know or have satisfactory evidence that _ Norte a- Pnwell signed this instrument, on oath stated that lie was authorized to execute the instrument and acknowledged it as the President of HUNTINGTON PARK BUILDERS, INC., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: inv F 1,297 — r i 0IAR �j residin in Wnehin ton p i*? --- N =* Title n r 'r}':+' r7L1C�:�: 5/22/99 rr ; +.'1 q�' tip. My appointment expires ,.� 'Iret ao s �rti� SlkS►� Page 2 I -per r� Return to: Chicago Title Escrow rM0-East" alley 1Mt. SuiTe WasnM—gro-5-9BU55 WIWI COVER SHEET - INDEXING FORM PACMC NaRTHW= 'TITLE Document TIMM Power of Attorne H G9 � Refereace N (If applicable): Addltlonel on page: Grantor/Horrower: ' Jerry R. Parson S Additional on pogo: Gran1edAsslgoeef1kne11elsry: Theresa J. Parson Additional on page: _ Legal Description: 5W 5E 03-22-06 (abbreviated) _ s � " Additional on page: _ Asse3sbr's Tan Parcel )DN 032206-9166-06 nroex.Doc s SPECIAL POWER OF ATTORNEY I. Jerry R. Parson, residing at P.O. Box 233, 239136 S.E. 2061h, Maple Valley, Washington 96036, hereby appoint Theresa J. Parson of P. O. Box 233, 23906 S.G. 206(h, Maple Valley, Washington 99039. as my Atlomeyin-Fact ("Agent"). My Agent shall have full power and authority to act an my bahalf but only to the extent permitted by IhLS Special Power of Attorney. My Agent's powers shall include the power to: 2. Sell or convey any interest of mine in real estate (whether currently owned or later acquired). This power shall include the power to (i) sell upon such terms as eery Agent shall deem appropriate, subject to the limitalhons (if any) stated above, (ii) sign any documents (including deeds) llwt may be required to convey title to such property, and'(iii) collect and receive the procectLs from any such sule. 3. Sell or convey any tangible or intangible personal property that I might awn (whether currently awm-d or later acquired). n I LrD 'i'hLv power shall include the power to (i) sign contracts ofsale and documents to transfer Lille C'] (including bills of sale), and (ii) accept u security interest for any unpaid portion of the rq (Z) purchase price, M 1z I hereby grant to my Agent the full right, power, and authority to do every act, dead, and thing i` necessary or advisable to be done regarding the above powers, u3 fully as I could do ifpersortally Ti prewnt and acting. Any power or authority granted to my Agent under this document shad) be limited to the extent necessary to prevent this Power of Attorney from causing (i) my income to be laxable to my Agent, (hi) my assets to be subject to u general power of appointment by my Agent, and (iii) my Agent to have any incidents of ownership with respect to any life insurance policies that l may { own on the life ofmy Agent. J My Agent shall not be liable for any loss that results from n judgment error that was made in good " faith. However, my Agent shall be liable for willful misconduct or the fnHure to net in good fnith ; while acting under the authority of this Power or Attorney. My Agent shall not be entitled to any compensation; during my lifeUrne or upon my death, for any r W. �. :Isue rr ..`�` .f .. ,� � .. - • - - Ear' - - . .. services provided as my Agent. My Agent shall be entldcd to rehnhutsemem Orel] remsonablc ckpcnsea incumbd ill connection with this Power of Attorney. My Agent sirtll provide an aecaunting for all Funds haodkd and all acts perrarmcd as my Agent, if w ■. - I so rcaucst or if such n rcqueal is made by any authorimd personal repreumativc or fidacimy , acting on my bcbdr, This Power arAttan ty ahal] b•.aoma cifectivo itmrdiatcly, and simll not be alreetcd by my ' &abllity or lack arm r1lai conTmcnm This power ofAttotney almlt rontinw orrcctivc until my r:cath. "psis Power orAttonwy Tarty be revoked by me at mty time by pinvidleg writien notice to my Agent. --ts .. Dated . 14,F.!� at Manic Valicy, Washington. Lr2 c'] a�1 • CD Page 2 or 4 Va % StaidCornrnonwealLh of Washington Countylparhor On this the _LLL day or V 1922, before me personally appeared Jerry R. Pawn, to rno known to "I pose. (or persons) da.,ibcd In am Who Lxm.lcd the foregoing instrument, and acknowledged that ho/she executed m= as his/her file act and deed. I Notary Public PAUL D. MILLS Title (and Rank) My commission expires Notary Address: Coal - PUBLIC, , t4if, 04P WAIS 1 . .7 1 k % % %,L% %%ev 1 I L Page 3 at 4 Jw as r 0 Order No. 311670 A.L.T.A. COMMITMENT SCHEDULE A Page 2 �a The land referred to in this commitment is situated in the county of r,,ing, state of Washington, and described as follows: ++; PARCEL A- Lot 4, Short Plat No. E79142 recorded under Recording Number ~ 8010070965 in King County, +lashingctn, being a portion of the south 244 feet of the north 772 feet of the southeast quarter of the. southeast quarter of Section 3, Township 22 North, Range 6 East, W.M., in King County, Washington- - PARCEL B! A 30.00 foot wide eanement for ingresu and egreaB over a portion ❑F the aoutheant quarter of the aouthwest quarter of Section 3, Township 24 North, Range 6 East, W,M., in King County, Washington,- The- centerline of said eabement being described as follows: f' J � Beginning at a point on the east line ❑f said southeast quarter, n G� distance of 757 feat nouth of the rs.rthraoc corner of aaLd soutlfeaot quarter, the TRUE POIb1T OF 13EGIM7111C of said centerline; W thence north 90100'00" went, {assumed bezringl parallel to the 1=44 it line of maid aoutheamt quarter, a didtancr, of B9.41 feet; ri5 thence along a curve to the right with a radfua of 495.00 foot, a central angle of 22116'10" and a length of 192.39 feet; ' thence north 0-43'Ss- west a dlctancc or ia.47 feet; th,ance along a curve to the right with a radius of 300.00 feet, a k� er-ntrol angle of 2t-04.2V and a length of 131.=8 feet; . thence north 4a•39'30- west a distance of llB.al feet: .i,- f thence along a curve to the right with a radius of 295.90 feet, a Central angle of 19.09.IS" and a length of FH.6S feet: ' thence north 25-29.551, wear a distance of 22,65 feet; th^ace along a curve to the left with a radius of 25.00 feet, R central angle of 79116140" and it length of 10.66 feet; thence south B6°13':5" rent a distance of 16.B5 feet, to the centerline of 235th Avenue southeast and the terminus of paid 30.4h f t font wide ea9emenc; EXCEPT that portion lyinet within the right•of-way of said 235th Avenue Southeast. &NC OF SCHEDULE A t�oTe �oR If+xaRr4ATlarin+, ruxrasz:s gl7LY: The fallowing may be uned as an abbreviated lecgr+i description on tiv? documentu to be recorded, per amended RCW 65,04. said abbrevi.ted legnf description is net a substitute for a complete lrga_ de0r_ription wirll"+ the body of the doeumrnt. SWSE 03-22-06 ?I," Return Address: Lakchaven Utility District Development Services P. 0. Box 4249 Federal Way, WA 990634249 9 etz �uus 1_pKW AVEN AL D.ff COVER SHEET* Document Title: Cerfificale of Completion and. Release of Lien Reference Number(s): 9604081934 K 9705161353 Grantnr(s): Iluntington Park Builders. Inc. Granice(s): Lakchaven Utilit% District Legal Description: I,ot I of C'itN- of Federal Way- BLA 995.0002, KC'AI. 449510239002 Assessor's Property To); ParcellAccount Number: 302104-9017 R 302104-9024 DISTRICT USE ONLY BELOW THIS LINE Account Numher: Project Number: 1, 602.210.4941.00012.602.210,4941.000 Fund: (circle one) Amount: WATER / SEWE JC31NT S 9.00 LAy,EaAVEN UMrff D19MCT CERTIFICATE OF COMPLETION AND RELEASE OF LIEN The undersigned, the appointed member of LAKEHAVEN•UTILITY DISTRICT, King County, Washington, her,_ -by ccri fim that all work required fo be performed pursuant to Developer Extension Agmement No. 96- 1 d1 dated March 11, 1996 and recorded under King County Auditor's FiIt No. 9604081934 and its � nr� t for ConrmEltion ❑f Kater b sv ez dated MY 6, 1997 and recorded under King County Auditor's File No. _ 97(15161 353 far the Deveiopmcni of V i1 tang n r has been satisfactorily completed. qgaThe Developer Huntin ton Park guilders, Inc, has fully complied with- all of tl>e ))eveloper's obligations pursuant to said agreement, and without waiving the bond indemnity provision or other requirements in said agreement, the District has accepted the facilities referred to therein for maintenance and operation. The lien created by Paragraph 26 of said agreement is hereby satisfied and released, PROVIDED, however, connection fees as described in said agreement may be payable on the realty described therein and no sanitary sewer and/or water service will be provided by the District until such fees have been paid in full. Dated this Z 6 t 4 day of STATE OF WASHINGTON ) ss. Counly or King ) anuaryf, 19 99 LAKEHAVEN UTILITY DISTRICT King County, Washington By: Bertram 1.. ROSS Water Operations & Engineering Manager 1 cenif'y that 1 know or have satisfactory evidence that Bn r i• rarn I.. Has 5 signed this ins;rument, on uslh slated that ___Lie was au[horixed to execute the instrument and a,:kn,,wlcxiged it as the Water Opewinns cat Engineering Manager or LAKI'BAVF.N UTILITY DISTRICT to he the free and voluntary act (if such party for the uses and purpt+sec menticmed in the instrument. DATED. P 519 4� ga+nN c . r F{'' yn li NOTARY �' c' u Title ui PIJ6LIC My Appointment expires: W D MI B M rg',% f t 19990929001213 c",E BB2 V 00Z eq,z9,1997 II 31 KING C"T,. L! 9 00 LW �MPL£N PL L• :-�JNU CUPUE�A7E�� V EDt31 az 7 §3 4 s3 ifyvl R 8 1996 43t 12 7 5.35 83 Wql LDUNTyECOR[)Er� 9 TEIS AQR.EMUM, entered into in duplicate between the S g LAP;EKAVEh* UTILITY DISTRICT, King county, a municipal corporation of the State of Washington, hereinafter referred to as the "District" and Huntington Park Builders, Inc., hereinafter referred to as A ffi "Developer". TITUMSETH: WEER.EA9, the District operates and maintains sanitary sewer and water distribution systems within its boundaries which can serve property of Developer, and WHEREAS, Developer desires to construct certain sewer and water mains and appurtenances at its own cost to serve such property, as legally described herein, which facilities shall be conveyed to the District and thereafter be maintained as a part of the public system, and WHEREAS, due to the unique nature of the development, the District lacks a reliable method with which to estimate the amount of demand that the property will place on the sewer and water systems, as such estimate is necessary to calculate the appropriate connection charges which will be due at the time of connection, and % WHEREAS, the parties having discussed a methodology for establishing the connection charges owing for the property and deeming such methodology, as set forth below, to be mutually beneficial: NOW, THEREYORE, IT IS HEREBY AWED that: page 1 =.j 5: VILLAGE GREEN f (Phase I -Agt. No. 96-341) a f_z,:_h L DUPLICATE ORIGINAL The property (hereinafter "Property") for which water and sewer service is sought by Developer and which shall be subject to this Agreement is as legally described on Exhibit "A", attached hereto and by this reference incorporated herein. The parties agree that this Agreement is not a contract to provide service to the Property and that actual service shall be obtained by Developer pursuant to the terms of a developer extension agreement, the responsibility to apply for which rests with Developer. In order that the terms of any such developer extension agreement and this Agreement shall be consistent, the parties agree that the terms and conditions herein shall be incorporated into the developer extension agreement. The parties acknowledge that Developer intends to construct and maintain a commercial housing and activities facility for senior citizens on the Property and intends to connect such facilities to the sanitary sewer and domestic water systems. Inasmuch as the District does not maintain a use classification for the type at commercial facility contemplated by Developer under its current system of allocation of capital Facility Charges (CFC's) for connection to the eater and sewer systems, it is hereby agreed V1 that such charges shall initially he based on an estimation of the demand which would be placed on the respective systems from the described use, as such demand estimation is set forth below, which Shall be adjusted, as further set forth below, to reflect any increase in the actual use based upon a designated period of monitoring of water consumption on the properties. Having reviewed C) the proposed usage the parties hereby agree that Developer shall D pay, in full, at, or prior to, the time of connection, separate Y CFC's for connection to the water and sewer systems, at the then current rate, of twenty-one hundredths (.21) of an Equivalent Residential Unit (Ego) for each separate housing unit located on the property. commencing eighteen months following the date upon any commercial structure situated on the property shall have received a "certificate of occupancy", or like authorization, from the City of Federal Way, therein permitting the occupancy of any such structure, the parties agree that the District shall begin monitoring water consumption for a period of twelve (12) months thereafter to determine the actual demand on the water and sewer systems based on the ERU consumption standards identified in the District's then current Fees and Charges Resolution. Developer agrees to provide the District with the initial certificate or other evidence of authorization for occupancy referenced above within twenty (20) days of receipt of same and thereafter will provide the District with reliable information regarding actual occupancy so that consumption can be rated at full occupancy. Should the consumption information indicate that the facility is consuming water at a rate greater than originally allocated (i.e. .:1 EF?J the District shall adjust the ERU calculation to reflect actual use and Developer shall remit the additional CFC amount, Page 2 „�hjrr r W _;;o DUPLICATE ORIGINAL including interest at 61 per annum from the date of connection to the system to the date of payment, within thirty days of written notice that payment is due. Should the consumption information indicate that the facility is consuming water at a lesser rats than originally allocated (i.e. .21 ERU) the District shall adjust the ER❑ calculation to reflect actual use and the District shall remit the CFC overpayment based thereon, including interest at 6% per annum from the date of connection to the system to the date of payment, within thirty days of determination that the same is due. Furthermore, Developer agrees that should the property be utilized in any manner other than as described herein, the District shall retain the right to collect additional CFC charges commensurate with any corresponding increase in demand on zither or both of the, water and sewer systems. ' . PREPAY}iEt�1 i In recognition that the improvements to be constructed on the i property by Developer will; be developed in a phased manner, Developer shall be entitled to pay, at any time, for as many units 71 of CFC as it shall desire; provided, however, that should prepayment occur prior to the, conclusion of the monitoring analysis described in section one above, any additional CFC units so :z acquired shall also be subject to adjustment as provided for in section one (1). , L^, 4. LATEC4iiER G1DIRGE ;3 M The parties acknowledge that a latecomer charge is owing for Pump Station No. 37, pursuant to the reimbursement provision found in O the Emerald Forest Developer Extension Agreement, the terms of tr which Developer represents it has reviewed and acknowledges O familiarity with. The District agrees that Developer shall contribute to the Pump station using the F;RU rate and monitoring system established in section. one (1) above. Accordingly, upon connection, Developer shall pay a latecomer charge based upon the .21 FRU rate established in section one (1) and shall, in like manner, be responsible for any additional amounts thereafter based upon the results of monitoring. Due to the unlikelihood of a significant reduction in the EAU base rate and the relative difficulty in procuring a refund from the recipient of the latecomer reimbursement, the parties agree that Developer shall not be entitled to a refund of the latecomer charge should the monitoring reveal a lower consumption than anticipated. In the event that the party entitled to the reimbursement thereunder shall challenge the District over the allocation herein, Developer agrees to indemnify, defend and hold harmless the District from any such claim and pay any judgment which may be taken against the District with respect to the same, provided that the District shall have tendered notice of any claim related to such allocation, and supporting documentation related thereto, in a time and manner which shall not prejudice Developer's defense thereof. S. CRATTb)q LIM a Page 3 r.,y.1tw wP O DUPLICATE ORIGINAL This writing constitutes the full and only agreement between the parties, there being no promises, agreements or understandings, written or oral, except as herein sar forth, or as hereinafter may be amended in writinq and, further, shall constitute a full and complete settlement of any and all claims which may exist or potentially exist concerning the District's connection charges, whether known or unknown at present. 6. AI5F.IM.'"��"�' Developer shall not assign this contract without the written consent or the District. �XMA ►n: Partial waiver or waiver by acquiescence by the District of any provision or -condition of this Agreement shall not be a Waiver of any other provision or condition of this Agreement. a. I= This Agreement shall constitute an easement and servitude upon the property described herein and shall be binding upon the heirs, assigns and successora in interest to the Developer. Thin Agreement shall constitute an equitable lion against property described herein and in the event of nonperfarmance by Developer, as aYated herein, the District may foreclose said lien in the manner authorized by law. ,� • : as = � _! Upon execution of this Agreement, the parties agree in the event either of then is required to enforce any provision or provisions of this Agreement against the other, that the prevailing party shall be entitled, in addition to all other amounts to Which it is otherwise entitled by this Agreement, to its reasonable attorney's Lass and Costs, including those incurred on appeal. BITY283 our hands and seals. s Its Date: )Lj0J LAAEHAVEN UTILITY DISTRICT King County, Washington Gf,JLk-k rnnu� Dated: _ A:\pc4ELL.AGR January 10, 1996 dlm i page 4 DUPLICATE ORIGIML sTATS OP IaA8MGTOH I ) ss: conntq of King i i certity that 1 know or have satisfactory evidence that _ Powell signed this instrument, on oath stated that hn was authorized to execute the instrument and acknowledged it as the Prrejdenr __ of Huntin ton Park eufldern, Lzc_ F to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: 3/8/96 _ in �ederai 41a tiA Title Rotary My appointment expires 5/22199 H�T• V r� W DUPLICATE ORIGINAL EXHIBIT "A" TO AGREEMENT FOR PAYMENT OF CONNECTION CHARGES VILLAGE GREEN OF FEDERAL WAY LEGAL DESCRIPTION Lots 1 and 2 of Boundary Line Adjustment No. BLA95-0002 as recorded under King County Auditor's File No. 9510239002. That portion of the South half of the Northeast quarter of the Northeast quarter of the Northeast quarter: AND the Southeast quarter cf the Northeast quarter of the Northeast quarter of Section 30, Township 21 North, Range 4 East, W.M.; EXCEPT that portion conveyed to King County for Southwest 356th Street by deed reva:ded under Recording No. 698903; AND EXCEPT the East thirty (30) feet for let Avenue South; EXCEPT the following portions of the above described property, all as condemned for street purposes in King County Superior Court Cause No. 89-2-25115-9, being described as follows: The southerly twelve (12) feet; The northerly 255 feet of the southerly 267 feet of the easterly twelve (12) feet; A fillet area lying southeasterly of a circular curve having a radius of 25 feet concave to the Northwest, said curve being tangent to a line 52 feet northerly of and parallel with the' centerline of Southwest 356th Street, as surveyed under King County Road Survey No. 25-21-3-7A and tangent to a line 42 feet westerly of and parallel with the centerline of 1st Avenue South; The westerly thirty ( 30 ) feet of the northerly 158 feet of the southerly 170 feet; A fillet area lying southwesterly of the arc of a circular curve of radius 25 feet concave to the Northeast, said arc being tangent to a line 42 feet northerly of and parallel with the centerline of Southwest 356th Street, as surveyed under King County Road Survey No. 25-21-3-7A, and tangent to a line thirty (30) feet easterly of and parallel with the centerline of 2nd Avenue Southwest. Situated in the City of Federal Way, King County, Washington. r4i i Return Address: Lakehaven Utility Distrid P. 0. Box 4249 Federal Way, WA 99MI 4249 CO • ER SHEET .eat itc: Agreement (Village Green Ph II) ooe lVum aj: Huntington Park Builders x(a): Lakehaven Utility District ',]b6CI'141t101S: Lot 2, City of Federal Way BLA # BLA96-ODD5, KCAF #96070W5 )I,s prop"Tim Acemmi am 302104-9017-07 8 a 2ANARNM LI7 cc d v La7 Go M VIIJAGE GREEN PHASE II Agat�=t No. 98-394 AGREEMENT THIS AGREEMENT, entered into in duplicate between the LAa-FIA'EN UTILITY DISTRICT, King County, a mwricipal corporation of the State of Washington, beretnafter marred to as the "District" and HUNTINGTON PARK BUILDERS, INN, P.Q. BOX 98309, DES MOWES, WA 98199, hereinafter referred to as "Developer". WITNFSSETH: WHEREAS, the District operates and maintains sanitary sewer and wales distnbrrtion systems within its boundaries which can serve property of Developer, and WHEREAS, Developer desires to construct certain sewer and water mains and apptatersaraces at its own cost to serve Developeds property, for delivery to and operation by the District, NOW, THEA 0,-r F, I: ;S =ILELY ACREED th-3t: 1. The land for which domestic sewer and water service is requested and to which this Agreemcri: applies, is realty in King Coturty, Washington, legally described as follows Lot 2 of city or Federal way Bmff6ary I.im Adjasw=~ No- I3L.A96-0005, as recorded in Voharne of Surveys, Pages 19, 19A and 198, under Anditor's Fde No. 9607099005, records of King County, Washington• sy exearting this Agrmnent, Dcvclvprr ieps and wwmrn5 that it is the aw=r of rowrd of tha above•-descnbed property. If such represrnlation of ownership is invalid, this Awtnment shall be void. it vclopex agrees that the Distric l may require Developer to fiunish a title report for the prapezty at Developer's expense. 2. AN legal descriptions shall be furnished by the Developer and shwll be gwn* and signed by a professional engi� or professional land surveyor Gcensed in the State of WashinglM Each dcsrrimion shall be aexornpanicd by a drawing which graphically depicts the kV1 description. 3. Al tha ti= the Dew lopes executes and delivers this signed AgrMI=t to the Distrin the Developer shall pay all associated 6mrges as set forth in Resolution No- 97-830. or any subsequ:nt amendrrrent thereto, which charges are more specifically described as fellows:WATER SEWER Section B - A3-2: Developer Extension Charge - depoW again;, the DLVed's administrstrve, irR�on, esr*teeruz& legal and other costs, including the cost of main cleaning prior to accept- ance, associated with the extension of $ 4,684.00 $ 2,884,00 water facilities. (See subs, c,m n is a & b below.) P Page 1 ro WATER SEWER Sec[io, C - AJ-3: Latecomc- Admini- strativc Fee to Cover the District administrative cost for Latecomer Pay- S .Q0 S .00 back associated cost. also Section E: Right-af--way cansttuc:tian to cave' District's cost associated in the Right -of --way Construction permit for city, county, andlar stare Perm. Total:�"344•Q4 a, These arnotutts shill be paid to the District.[, prior to the Minct's rx=fdOn of the age , itxludin all bacterialagil testing sampl�st� Tbc as a deposit against acit[al expensrrs g led with the Mice and shill District shall determine on a monthly basis its actual costs assr>Qa due d�[ hacis> a ttx]uest to submit to Developer, if and at such tint as its expenses ue too repay�� Disc for actual increase said deposit by such add 60r'al amatu>ss as are d10 costs in cx �s of the amount. previously collected plus an amocrnt to intxra said deposit to the nit five hundred dollar {SS00} incrtsnent Payment shall be rttade within - Dis clays active date of the letter requesting same. In rice event tM the deposit ecce l�stsici's arx�ial date t eI>r letter req shall issue to the Developcs, at projed closing, a refund of itch unused amounts. b. The Developer Extension Charge deposit includes die exPotse roval of plansm for of the Districts r�r�of preliminati p}ani vrnich review shall not in arty way be deemed an app r�F rnnStruCt10I1 pnrpo=. O al with the above- t pAgreement, is not �ceeuted acid returned, d. ge the rvcrtt this months from tt81 of same to tM Developer, wiuch N refers charges. within six tr�ntits from the date of tea e n em shall be void and a new Developer � date oftsansrnittsl is June 4. 1948 tlx• � xteof tr Application along With application fee, will w roE#Lred- within sx (6) 5_ In the event work and construdion descnbcd herein is not win void and of months from the date plans and SpociGcations have been aPP�" t us Age In the event that work has co= within the time Pentad sr�0-- LQ ran force or eff whstsoevee ; u n e ail 14 If eat>st»�Rr t? item canstrtu�on shall be camplezed or or hdort not ccmpleted >n such date, this Agreermm snail be void and of no force or e$ect what soM er. b. It is agreed by the parties that tirrw is of tfte essence in aIl matters rclafinL to tile pMfDM1artce ofthis Av—Tmt• 7. The District's engineers shall review fatal plans and spe6fie, fins for s^v++x and vratcr main construcion to he parTomted b} the Developer under this AgreemM . If ptdimistarY plans arc not deemed B=,eitable by the Distriet Developer shall be obligated to revise the plans and speaG�Uans in acr�rrdastcc with design standards deemed aff able by the District. After De%Tioper been apffoV4 has been notified in wri&g by the Distnct tat hGnat Plans and ! atiti� fations ma�a Prey Developer acid DevelaPes contractor shall meet with District seps�l 'lac �3evdopes t� >ttbtrrit trtvier aril aid conference before construction is camp dupGwe reproduciblemyler originals prior to the �'n cosha su • ® idin8 10 the Distric[ acouste and 8. !}�+}op� �°� that i[ sha11 be responsible for grvv iable infom>aion conwrning ttx actual loratian of the facilities constructed T- Riffich of this rel ablignoom DeioPer shall Procure from its design en neff- ARM, ' or at�s ev engineer or surveyor drat will be consulting on the constrts m p� of the project, a written staserrxait wHch shall be aubrnirted to the District pnor to tlta preaxlfnuo>x� oa��• embl rtthe and guaz arsteang tha, accurate data will be wllecud d vin8 co�ucli of lh facs7ibies to estahle the page 2 engineer to submit actual and reliable "as -built' location to the District. At the coociusion of construction and prior to and as a owldi6on a acocptwrr, the enginea shrill deliver to the District its certification that is his trade periodic field investigations and meaWrements during construction and that the "as-buih" drawings submitted to the District are accurate atxl reliable. In addition, the cngi� shall be required to siamp and sign the Depwunent ofaologys "Declaration of CRIt5trt3ctlOn of Water .OMME�= Pollution Control'•acuities" The District shell have the rtglrt to $pprove any chan8e rn the Co"ilat$ engineer or surveyor during the project and Developer agr= that the District may renrse any change in the constdtinp engineer or surveyor or !nay condition the same on resubrrtittal of the warranty of location desmInd above. No approval of mmy new estatrwes or sirrveyor shall be urt wsonabiy withheld by the District. 9. In addition to all amoums payable by Lhc Developer, as set forth herein% the Developer shall pay, prior to the preconstruction conferewx_ the sum of 528,212.75 as and for a charge in lieu of assessnest for water facilities prevoudy constructed which provide direct bmxfn to D? vdopees proFertY, or a portion of Developer's property, and for which District fiords wem used to fund or partially fund the wnstnac�fian, pursuant to and in accordance with District Resolution No. 97-830, Section S. 10. In addition to all amourns payable by the Developer, as set forth hereK the Developer sh" pay, prior to dr. greconstruction confers =, the sum of $12,695.Q4 as and for a latecomer's charge for sewer facilities previously cottstnimed which provide thrall bene6l to Devdapces property, or a portion ofD"oper's property, pursuant to and in accordance with Dstrict Resolution No, 97- 830, Section S, and airy subsequent arnendtmestts thtxcto_ 11, The District will make application for City of federal Way Toght-of--way Construction LM PerniA'. Developei aekmowiedges familiarity with the provisions of such Right-of-way Constnscxion x Permit and agrees that it or its contractors failure to comply with any of the provisions of the permit r!' �:.a:l -- u�.::,'-w :" ...;:.d,. 0 ] ...:.. "' !r w � .-- a i C'It — rn..-dy zvni r+i. to tiyr: City nF Federal Way as the perrmtting party, to immodiately atop all oonn=60" ec�vity on the right-0OF-way until the violation or violations have been eliminated and corrected .o the satisfaction of lheDistricY and t�2 the District should not be held Gable for any darnageM eit}tar direct Of indirect, for the delay and 04 ff<perm of such work stoppage. Dffveloper shall promre all other smte, rounry and city licnscs or permits. 12. In the event an easement is required over realty other than realty desmbed in Paragraph No. 1 herein, such easert=% in form acceptable to the District, together with title rspott a other sum lent r roor of ow�p of such realty, "I be delivered to the. District prior to the preconstn;ction conference. Developer shall be obligated to obtain a written release from any propeaty owner across whose property construction is performed 7ur8uarrt t❑ the grams of an easen eM s Acient to indicate that the site restoration on the easement is satisfsct ory and complete. 13. prior to the preconnruction aenferea-, Developer shall drlrver to tic_ District a restoration perforrwoc bond in do sum of V,040.00, eor d honed that Developer will restore to the satisfaction of the District, and state, county, and city agencies as applicable, ail work to be performed ho-w der in public rights -of -way and Di-gtrict easements. Form and contents of band shall be determined by the District 14. Construction shall be performed in accordance with District approved plans and specifimom and only under the supervision of workers or crat3srttert ocpnu7tced in the irtstallatic ; of sewex tmd water mains and the related work f 15. By execution of this Agre=nernt the District does not guarantee sanitary sewer service vtT be provided to realty descriW herein In the event drat arty Distr faailiuc, ouch ss lift statiotrti trrstrneut plants and sewer trunk Gncs, txcornc utilized beyond than design or approved ca¢acity or become inoperable for arty cause, the District reserves the right to refuse arty comxzhom winch would rue such fadlity until remedial action has been c mipletad, and the District shall not be liable for arty awtct or oonsequwtial damagm which 000u to Developer ariwig out of such DiatriG reE=J to connect or pine delay necessary to take remedial action Pages 3 16. The Developer and its agmits agree to indemnify and hold the District hu desz from any and all claims which may be assmwd mind the District as a result of the consu=on or maintenance of the work descnW in this Agr=nrnmt prior to acceptance by the District. The Developer shall maintain w ful l force and cffea diving the conm uction pmiori, ha Aty t tSUr utce in the minimum amounts as follows: Bodily 4n-y liability coverage with Grits of not less than S500,DD0.00 drowns for bodily iaituy, including accidental death to arty one pawn, and suttj to that limit for each person, in an amodml of not Tess than $1,000,000.00 for each "dent; and property damage coverage in an amount not less than S1.000,Ot] OD far carh arradent A certificate of iresurarrx shall be pravided, prior to the precrnstrucxion owdm nee, sating the antorents or the wvaW and the imx on of the District as an additional starred. Ten days written notice shall be given to the District for cancellation or expiration of this insurance. 17. Developer shall notify the District the date work and construction described in this Agreement will commeztoe, and said police shag be given wi less than 72 bours (not inclrsdmg Saturday, Sunday, or naEonal holidays) prior to such date, No sewer or water facility shall be covered prior to inspection After work is commenced, it shall vigorously, consistently, and in a first -cuss workmrtrdikc manrm be espied to completion. Developer shall maintain at the construction erect at afl tints during corcrruction, a represemativc to whom District notices may be given rtgarding corts=ction. Said representative shall be dcsignwed in vriting by the Developer before start of work Developer may request inspections during comstruc6on upon two (2) days notice to the District. 1 & Testing of sews and water fadlities shall be perfomrned as reauired by the District and Only after satis%atory tests have been completed acid wipxssed by the DistrieYa designated specie, will the work be aoccpied DcveJoptr agm a that at such time as the District has performed in�n of dirt sewer and wmer conne=ow and has delivered itmmzed punch lists to Developer and/or IrVcvclopees contractor, that the project will be pursued to final completion, including the performance of all necessary site m ocration. v 19. Upon completion of construction, Developer or contractor shall deliver to the District 9-4 Chi a bone in the amount of ten percent (10%) of conmcfion costs or S5,D00.00, whicJ4rver is greater, V1 that a reliable contr or will make and pay fbr repairs wry within one (1) year 5om the date of GO acceptance of said construction, arising fmm ianh}' /altar or material. form of bond is to be approved by attorney for the District Developer shall also deliver Bills of Sale for carver and water mains and appurtertanaes installed and constructed pursuant to tills AgreTxirt, together with patmrient tasefrmmts for their location in a form SoDe rtablo to the District. 20. Uport comp] vuon of construction, Developer shall submit, for acceptance and approval of the District, a statement of mcmim and/or other accourning of monies expended to pexfwm construction da=-bed h=inx together vaith such other mgir� retards and data as may be required by the District. 21. In the event Developer requests and the District provides wain meters for the realty described herein, p for to District's acoVart,-- of work, Developer agrees to be solely msportsible for any loss or damage to such water meters or their installation, which ocan prior to said aouepuaxe of work by the District. 22, Work and construction perforated under this Agpeen=jt sha11 m be contracted to the District's sewer and/or water systems until all provisions and requirtmcnts of this Apwnient and District Rnolutions, an the part of the Developer, have beret fully cnmgrlied with. 23. The District and Devdnper agree ft in carrying out U>` terms of this contract, the Dweloper altali be acting as an independent contractor and in no P%pect shall Developer be deenx d an agent or partner of Lakdwen Uaty District 24. Devcopar shall not assign this contract without the written consmst of the District_ Fags 4 2-5, niz- DM-ka Shall Pn)"de MnaRry MWrr Mfvi WOWing the 1DZU-Id'8 &CDCOnee Of the mmmy sewer system far opft-abon and ==Uwrrce and two pqmenl of the COMM600 dwEr-S es set firth AM in &ccoffj&j= wkb DisDict Rmhni(>n No. 97-930. Said cxz=6on ChIqP d-11 consot of the Capital F&61wes Giaw (CFC), S& Sew Pt nit Fee and any other aph chmSes to be imed in &=wdancc with Laid District RcsDiutim No- 91430 or amendracib thereto or " other tpplimble Dimict ResoLtion at 6im service is ropmc& 71= P81fies &*Vwk* that ilwy nave previously exmncd betwomn tlywn and recorded an "Agremv!M for PsymmTt Of C4MCC60n �' covmvig the property subject to this Agreenwra and agree th&t the sm-DC obeli be bVKWW upon them and shall apply to the ca]mlaiivii and psynrrA of CFC's as if fully 5d forth bm:�L 28. The District awl provide water service � tb& Dkridj of water dmnb=on rynexn for operation and matntenaxce and upon prfaleat of the COMeam charges As set forth and in accordmrne with District Resohidon No. 97430. Said cmw=> lion d=zes than Consist Of the Capital fadlitm Chw-W (CFCj Meter kstallalion QsW W py oil— web charp!s levied m accontuicz with said Dis:uicl R=oluf on No. 97-830 or smandrDmUs thereto or any other Wpbcable District Resolution of firrit service is rapieged The pwties ackzawi: p that they have previously ex=ied 5e:tvvc= thtrn aM recorded in "Agrvmxrfi for Pqnxrzt of Connection Charge' covering the property subject to this Agreement mid agree that the same shall be uinvling upon them and 3W apply to the calmilation and prffram of CFC's as ifb* set forth ho-cirt. 27. Partial wmhw or waiver by nqumm= by the District Of IMY MMSM Or wmdibm of this Agm=n shall not be a waiver of any other provision or condition of thin AW=rA=3L 2& This AF=mPrrA nha11 arnstvUz an elaanatt and XMTLKIe Upon thO PVPCnY dMrbCd hffcur and simu be hw&ng upon the bmT, &wgns &M su=msors in irtertst is the DvveloFw- This Agmemmnt sw comstitwe an equitable Lier, amain property desm-bed hef= and in the event of n"perfammoe by Dwei-p-, as Adod hairt, the ast= MY fb=kYw said ben in dIrt "Talw authorized by iaw. 29, Tjw writing wagiwta the EID and o* agz=.ttt betw= the parties, there bmig w vrun-L(--, apvmxnts or undavzmiqM written or orzd, a=pt as btrein s-- fwdi, or as bermmftcr ;.ay be ammvW in writing. 30. Upon execastion of this AgreemeM the parries now in the eMd ddhef of th'm is reqLai-ed to enforce arry praviskm or pru"wm of this Agretmem agaulst the Other, that the pmaffing party shall be entitled, in addition to all other mnounts to which it is ohm -wise enfidod by this AVta=j, to As amiji attorw/z fees " costs, axfihng those mawred on weal. WrIXESS =r hands arxi seals- HTJN-ITNMN PARK B= By G� 7e�7� its 104el, C-0-4� LAKEHAVEN UTE= DLSMCT King County, Wasb:izrgton Water operabons & Evwarmg MMMW Date: C/ Daw: SZ,01 09 2d Page 5 STATE OF WASECINGTON County of King I cedify the I knorw or have sadsffict widen this hwwmu� on noath !g ed auft(� t' =�W-- the im� U'd signed acknowledged it as the7l, of HUNTNGTON PARK '4 33URDW, INC., to be the free and vohmwy ad of such party for ft rues SW MP"m ncoo'L in the bztnmmd. DATED: J. &WMVER STATE OF WAIMrsTOR Ti& NUNN-0—PERA w apmmmw mim: JL—L—U__� Page 6 ti C= 0 c.� 0 Return Address: Lakehaven Utility Distract P O Box 4249 Federal Way, WA 98063-4249 �3f AGE Bel OF 002 'Tko COUN"i$ COVER SHEET 9.00 Document Title: Certificate of Completion and Release of Lien Reference Number(s): 9812160485 Grantor(s): Lakehaven Utility District Grantee(s): Huntington Park Builders, Inc Legal Description: Lot 2, FWBLA BLA96-0005, KCAF 9607099005 Additional legal description is on Page 1 of Agreement (9812160485) Assessor's Property Tax Parcel/Account Number: 302104-9017-07 DISTRICT USE ONLY BELOW THIS LINE Amount Number: 1.245,100,2000 000/2,245 100 2000 000 Project Number: 6398120 Fund: (circle one) WATER I SE Amount: $ 9.00 LM 1= 0 0 r., LAKEHAYEN UTILITY DISTRICT CERTIFICATE OF COMPLETION AND RELEASE OF LIEN The undersigned, the appointed member of LAKEHAVEN UTILITY DISTRICT, King County, Washington, hereby certifies that all work required to be performed pursuant to Developer Extension Agreement No 9 8, 3 9 4 dated 0 G- 2 9- 9 8 and recorded under King County Auditor's File No 9 81215 0 4 B 5 for the Development of Village Green Phase II has been satisfactorily completed The Developer ttuntzngton Park Bualders, Inc. has fully complied with all of the Developer's obligations pursuant to said agreement, and without waiving the bond indemnity provision or other requirements in said agreements, the District has accepted the facilities referred to therein for maintenance and operation The lien created by Paragraph 28. of said agreement is hereby satisfied and released, PROVIDED, however, connection fees as described in said agreement may -be payable on the realty described therein and no sanitary sewer and/or water service will be provided by the Distract until such fees have been paid in full Dated this _4Z,1 day of Ma STATE OF WASBINGTON ) ) ss: County of King ) 2000 LAKEIIAVEN UTILITY DISTRICT King County, Washington By.� Bertram L. Ross Water Operations & Engineering Manager I certify that I know or have satisfactory evidence that Bertram L. Ross signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Water Operations & Engineering Manager of ,LAKEHAVEN UTILITY DISTRICT to be the free and voluntary act of such party for the uses and purposes mentioned in the instruni=_ LUD 201 D 19 (OVW99) (I Record Number) N�L Public My Appointment expires d +-y ap" '�-- ► _-' w �, 1 fir, r s_._ • •� '• ..._•_.,.. �.. .. . ,._ . i .;�...._.r_.w... � SL.- q _ J F 4 •' �� ter• r�. � � � �• ��'� � E � � LL � �. - .� .. __ I • !I` � ••�* -r Jam.• �•�� w ,• i' T,{F .`,�'� .�. r_ r:x � 1 � •� i �` j _. - �. _ .1. "' - .. Grp- _ _ ,�• _ �� 41_�,� 4 � �•�Y � �% i� , `•..'- �AF�� f! c. j 4 SO 04.s Y, co. XFMR.` �` �` ': � •�. f� f` it �:- .:.: _- �° 1 r. M� i T I 13 ` 1 ' �- _ STR EET LTG Lo IL t7 7.1.- , 5L- —07 SL t ' =1.!:11!;e. i' ; !r { • C �r� Ire' ( .�4 „. } i I : •�� -r ,%fir f'- ?I ! �` �'��'-�" •�� j ,. i� �. _ II LAN �.A Ql EL" its 50 -ow w A ,, 1F\ ! i �nAIM AjhF I ARFI INC. SCHEDULE ------------------- CONDUIT SCHEDULE ��' will a c { f I I I �S u 5� NP � (( 1 tf� I I� CA r ~-'b a 00 +� °° m - ! tp ` If � w i� > �I < fTl #! (f) I I 1 ! 1 d M p I ( d OO 15 NP-1 JI 4T 15' 20, i 15' —99Z _ C'v ZmL me { v --i > cn U) --I OM 0-0O� --- =mom Xp �' *� Z -<OD —1 cn `r (n m \ A r ZOO D;;opz� D ,5 � _< ZX 1 XOM rrl r'l �T �O= �y, J ��OD MN m cn c l J O a r- -i \ ,I ?0Z DX: r N 0M o 1 r \ � F-I I �, R. d 5' TYP p 9 ti/ ' � Z M co T'-0 L O Z D O r— OD M o cn -< z n m p O a Ln m� d C Z ND Ko m Z D O zi I o� d j Z d GENERAL NOTES 1. All construction shall be In accordance with the Federal Way City Code (FWCC), applicable ordlnancea, and the City Councll conditions at project approval. These documents ar¢ supplemented by the Standard Spec[ficoI for Road, Bridge, and Municipal Conshvctlon (WSDOT/APWA), the King County Road Standards (KCRS), and the King County Surface Water Design Manual (KCSVMM). It shall be the sale respendibklty of the applicant end the professional engineer to correct any error, amiselon, or variation from the above raqulr¢mente found In these plan& All corrections shall be a. no additional cast or liability to the City of Federal Way. 2 The design elements within these plans have, been reviewed according to the Federal Way Engineering Review Checklist. Some elements may have been overlooked or missed by the City Engineering Plan Reviewer, Any variance from adopted standards Is not allowed unless spociflcapy approved by the City of Federal Way, prior to construction. 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (Le. domestic weter conveyance, sewer conveyance, gas, electricity, etc.) 4. Before any construction or development activity, a Preconslructlon Meeting must be held between the City of Federal Way, the applicant, and the applicant's construction representative. 5. A copy of these approved plans must be on the Job site whenever construction Is In progress. 6. Construction noise shall be limited as per FWCC (Section 22-1006); normally this Is 7 a.m. to 8 p.m., Monday through Saturday. 7. It shall be the appilcont'a/contractors responsibility to obtain all construction easements necessary before Initiating off -site work within the road rights of way. e. Fronchlead utilities of other installations that are not shown on these approved plans hall not be constructed unless an approved set of plans that meet all CSty requirements and the requirements of KCRS Chapter 8 are submitted to the City of Federal Way at least three days prior to construction. 9. Vertical datum shall be KCAS or NGVD-29.. 10. Groundwater system construction shall be wlthin a right of way or appropriate drainage easements, but not underneath the roadway section. All groundwater systems must be constructed In accordance with the WSDOT/APWA Standard Specifications. 11. All utility trenches In the right of way shall be backfllled with 5/8 Inch crushed rock. 12. All utility trenches shall be backfllled and compacted to 95% density. 13. All roadway subgrade shall be backfilied and compacted to 95% density In accordance with WSDOT 2-06.3. 14. Open cutting of existing roadways Is not o:tvwed unless speerlmlly approved by the Public Works Director and noted on these approved plans. Any open out aholl be restored in accordance with KCRS 8.03(b)3. 15. The contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions to protect life, health, and safety of the public, and to protect property In connection with the performance of work covered by the contractor. Any work wlthin the traveled right of way that may Interrupt normal traffic flow shall require at least one flogger for each lone of traffic affected. All sections of the WSDOT Standard Specifications 1--07.23-TrafFe Control, shall apply 16. Contractor shall provide end Install all regulatory and warning signs per the latest edition of Manual On Uniform Traffic Contra[ Devices. 17. All utilities shall be adjusted to final grade after paving asphalt wearing course. 18. Rockeries are considered to be a method of bank stabilization and erosion only. RO6(Erla3 shall not be constructed to servo as retaining wells. All rockeries shall be constructed In accordance with CFW Drawing Numbers 3-22, 3-23. Rockeries may not exceed six feet In height for cut sections or four feet In height for fill sections unless designed by a geoteehnical or stmetural engineer licensed In the state of Washington. NE 1/4 OF NE 1/4 SEC 30, TWP 21 N, HGE 4 E, W.M. DRAINAGE NOTES 1. Proof of liability Insurance shall be submitted to the City prior to the Preconstruction Meeting. 2. All pipe and appurtenancos shall be laid on a properly prepared foundation In accordance with WSDOT 7-02.3(1). This shall include I"Ing and compacting the trench bottom, the top of foundation material, and required plpe bedding, to a uniform grade so that the entire pipe Is supported by a uniformly dense unyielding base. 3. Steel pipe shall be galvanized and have Asphalt Treatment #1 or better Inside and outside. 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk, sholl have solid lacking lids. All drainage structural associated with a permanent ratentton/detention fealiity shall have solid locking lids. 5. All catch basin grates shall conform to CFW Drawing Numbers 4-1, 2, 3, 4 or 5. 6. All driveway culverts located within the right of way shall be of sufficient length to provide o minimum &I slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled and sections to match the side slopes. 7. Rook far erosion protection or ditches, channels and swa€es, where required, must be of sound quarry rock, placed to a depth of one foot and must meet the fallawIng specifleaUons: 4'-8- rock/409T70% passing; 2"-4' rock/30%40% passing; and -2" rcek/109:-209 passing. Inetallotion shall be in accordance with KCRS Drawing Number 51 or as amended by the approved plans. Recycled asphalt or concrete rubble shall not be used. S. Lots not approved for Infiltration shall be provided with drainage outlets (stub -outs). Stub -outs shall conform to the following: A. Each eupet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard dralne, and any other surface or sub -surface drains necessary to render the Iota suitable for their Intended use. Each outlet shall have free-ftewing, positive drainage to an approved stornwater conveyance system or to an approved outfall location. B. Outlets on each lot shall be located with a five-foot high, 2 x 4 stake marked 'Storm". The stub -out shall extend above surface level, be visible and be secured to the stake. C. Pipe material shall conform to underdrotm specifications described In KCRS 7.04 and, If non--metatllc, the plpe 'shall contain wire or other occeptoble detection. D. Drainage easements are required for drainage systems designed to convey flows through Individual lots. E. The appi cont/contractor Is responsible for r.�arcinoting the lorcticns of all stub -out conveyance lines with respect to the u:il[tl•_, (i.e. power, gcs, telephone, television). F. All Individual stub -outs shall be privately owned and maintained by the lot homeowner. 9. Pipe shall be ADS N-12, Hancor HI-Q or equal. I i ,I I I I I / fl 1 I ,ON, ��L I 3 �• I 1 Zoom' Ina I 1 LEGAL DESCRIFT10N LOT B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT 00-104014-00, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20011205900002. LEGEND P#20P05M EXISTING �_40-- � CONTOURS SUBJECT PROPERTY LINE 26` SPOT ELEVATION - -- R-O-W LINE CURB AND GUTTER rn� 6 CONTOUR (GUTTER LINE NOT SHOWN) i_3 � r ZFN CURB RAMP CATCH BASIN t, •� CONCRETE SIDEWALK SANITARY SEWER MANHOLE WITH FLOW ARROW) STREET LIGHT (SEE STREET LIGHTING PLAN) Ilk- VT+ O ai1: 44t FIRE HYDRANT s STOP SIGN A sit.rtk' tg •is i�s(aI1mQ ow- P'"I't'` pxrkts- ?,Z A-, pa 4 cou�t^ WATER VALVE N STREET NAME SIGN c,. ty S&,.,. L-15, - ® WATER METER NEIGHBORHOOD DELIVERY a & COLLECTION BOX UNIT - gg _ _ SANITARY SEWER PIPE (N.D.C.B.U.) MAILBOX SCREENED ON WATER AND SEWER PLANS rn �o STORM DRAIN PIPE CATCH BASIN 6" PVC LOT DRAIN STUB OUT ® 2% CAP & MARK W/PAINTED 2x4 5' BEHIND WALK SANITARY SEWER PIPE SCREENED ON DRAINAGE 04 SANITARY SEWER MANHOLE AND WATER (WITH FLOW ARROW) PLANS SS SANITARY SEWER SERVICE WATER PIPE 4- FIRE HYDRANT ASSEMBLY SCREENED ON Is WATER METER DRAINAGE AND SEWER PLANS BEND W/THRUST BLOCK ►� GATE VALVE Hill TEE WITH THRUST BLOCK rn'1`Yti CLEARING LIMITS O INLET PROTECTION O o O a?1a`�sw' I O 00 CONSTRUCTION ENTRANCE mr TEMPORARY SITE BENCHMARKM +� �. FILTER FABRIC FENCE - � . . -----------___----- - -1 r---------- C!1 as 13 ,• Ce le n.ear}! F.. w: • ; -•,,a,• 1 i 11 S a` 1 2ND AVE SW I 1 � oa sR p� a .. 1 ! �-�-� I I 2N0 PL S CJn ,..ate' �' I �t ■ ' I C R Amp re ' •- , 1 .8.-��"• (PAR OF I ky: I I . ate.10 - 1 cs: 1 $yam - y` ii I- - - - 7 � CONTRACT- 1 0! r ��1 ,Q xo TUSCANY) I �= 3R PL �� Icy 1 LA i • t a V r']! v Cn 1f 0) 1 -17 1 1� % m x U) --- -----------------r----- ■�Ex POND) t / I V �� • JOHH ROE rD i ADDITt14 pa ,tee m KEY MAP (FOR ROADWAY AND DRAINAGE PLAN AND PROFILE SHEETS) •+-- - - �- TEMPORARY INTERCEPTOR SWALE EARTHWORK OUT 18,000 C.Y. FILL 19,000 C.Y. -----w- WATER PIPE LMLi[iES CM WATER/SEWER: LAKEHAVEN UTILITY DISTRICT 31627 - 1ST AVENUE SOUTH P.O. BOX 4249 FEDERAL WAY, WA 98063 253-941-1516 CONTACT: JOHN JENSEN, BERT ROSS POWER: PSE TELEPHONE: QWEST FIRE: FEDERAL WAY FIRE DEPARTMENT eat v C�tu. k O's -- V-,M,', S Ly k 171- ,1 01A- I'W-Y_t- SGb Kai 91, CALMONI UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE - STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFOQ00- TIN4A55WCONSTRUCTION. GPS CONTROL OBTAINED FROM SITE BENCHMARK BENCHMARK; "HAFF" (TEMPORARY) DISK MARKED "HORIZONTAL YYY FOUND 2" BRASS DISK CONTROL DISK - HAFF 1990- SET WiTH PUNCH & IN CONCRETE MOUND AT THE L.S.#15667 IN 2- PIPE NORTHEAST CORNER OF PARKING IN CONC.IN CASE DN. LOT OF THE KING COUNTY PUBLIC 0.5' AT INTERSECTION WORKS FACILITY IN RENTON. OF 2ND AVE-SW AND SHEET INDEX VICWITY MAP NTS SrrE INFORMATION ADDRESS: 352xx 2ND AVE SW TAX LOT NO: 3021049146 CONTACT INFORMATION OWNER: VILLAGE GREEN OF FEDERAL WAY, LLC P.O. BOX 98309 DES MOINES, WA 98138 CONTACT: TODD POWELL ENGINEER/ OUNCANSON COMPANY, INC. SURVEYOR 145 SW 155th STREET, SUITE 102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON, P.E. (206) 244-4141 ARCHITECT JOJI MINATOGAWA 207 HARVARD AVE. E SEATTLE, WA 98102 (206) 320-9596 LANDSCAPE NED GULBRAN ARCHITECT 2933 MT. ST. HELENS PLACE S SEATTLE, WA 98144 (206) 725-0390 STRUCTURAL -- ELECTRICAL T.B.D. GEOTECH EARTH CONSULTANTS 1805 136TH PLACE NE, SUITE 201 BELLEVUE, WA 98005 CONTACT: KRIS WELLER (425) 643-3780 CITY OF FEDERAL WAY 33325 8TH AVE S PO BOX 9718 FEDERAL WAY, WA 98063 (2.53) 835-2734 COSJTACT: KEVIN PETERSON, DEB BARKER LORI MICHAELSON PUBLIC WORKS DEPT. PRECON/INSPECTION NOTIFICATION (253) �j35_2�-po C1.0 COVER SHEET C1.1 HORIZONTAL CONTROL PLAN C1.2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND NOTES C1.3 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS C1.4 3RD PL SW ROADWAY AND DRAINAGE PLAN AND PROFILE C1.5 SW 352ND PL ROADWAY AND DRAINAGE PLAN AND PROFILE C1.6 2ND PL SW ROADWAY AND DRAINAGE PLAN AND PROFILE C1.7 2ND PL SW ROADWAY AND DRAINAGE PLAN AND PROFILE C1.8 SW 353RD PL ROADWAY AND DRAINAGE PLAN AND PROFILE C1.9 SW 354TH PL ROADWAY AND DRAINAGE PLAN AND PROFILE CIA DETAILS AND ROAD SECTIONS CIA GRADING PLAN C1.12 GRADING PLAN CIA GRADING PLAN C2.1 SEWER/WATER SHEET INDEX, ROAD HORIZONTAL CONTROL AND EASEMENT PLAN C2.2 SEWER MAIN EXTENSION GRAVEL ACCESS ROAD PLAN AND PROFILE C2.3 SEWER MAIN EXTENSION 3RD PL SW PLAN AND PROFILE C2.4 SEWER MAIN EXTENSION SW 352ND PL PLAN AND PROFILE C2.5 SEWER MAIN EXTENSION 2ND PL SW PLAN AND PROFILE C2'6 SEWER MAIN EXTENSION 2ND PL SW PLAN AND PROFILE C2.7 SEWER MAIN EXTENSION SW 353RD PL PLAN AND PROFILE + C2.8 SEWER MAIN EXTENSION SECTIONS, DETAILS AND NOTES ,I bI( 'G [�}�s.� C3.1 WATER PLAN P C3.2 WATER PLAN C3.3 WATER PLAN PERMIT N0.09--42•ZOI-CO-Ed C3.4 WATER DETAILS L1 STREET TREE PLANTING PLAN L2 STREET TREE PLANTING PLAN APPROVED L3 STREET TREE PLANTING PLAN E LIGHTING PLAN Campan}. !45 SIr ISSrh Srree Searrle, rvarhingr� rtione zos.za Fax 706.144. J Z J �r� 3 V W J aW J Q J_ W LL. LL 0 C1. } � t i i I I � I I O S j{i KCSP! 2$0�1 CON,P � I i 41.35' '54"W 1.35 I 5 Zs p57 p 9 y07 flr,: 4s co �aa TA. ilit��. IV ZNU YV_ aw = W ^Ig' STA. 2+00 SW 353RD PL STA ON EQUATION 0, 10+00 WD352ND PL L=42.88, 0 I 140F27'5YE 331.17' 19+49.79 2ND PL SWn 02'52.39" a TATiONFQtjA �� 8 9 GR A D STA. 13+53.69 SFA, 5+ 08 P � k rs 4a'sD"E 3RD PL SW �Sp282'Sg"14y- ,38.27 L=7.46' R=150.00' II a a � 3, . 73' a R p0 00 ;922w I. # m ti[g 19 N71'1 "E Co 1Co 1 L=42: `Jm'�I R=114: L=10.80' 7S87'07'01"E `� 38.93' 11 Op L=63.04' 110.00' 5FX .5+UV SHU FL ]71r - STA. 11+12.21 SW =NO PL 1 s \ ro g 1 11 9 r R 11ATA pF 714'W R-12 iZ�' i� �' 12 3457 l I r _ Of a Cqll'P v! , STATION EQUATION i7ecrx D7 { A. 1 + 8.02 2ND L SW = 1 STA. 1+00 SWAM", PL GRAPHIC SCALE I _ [[}} ' y _ 300� R57 ' SFND r (ix Fear ) 1 Inch 60 ft 1'SB'wE S.6Y FATGN EQUATION I x L=75.06' STA. 12+0 11 2ND PL SW - -STA. 3+00 SW 355TH PL FOUND 2' BRASS DISK I WITH PUNCH & L.S.#15667 R m IN 2' PIPE IN CONC. IN CASE DN. 0.5' s •' 16.78'' \A:1 x- 2+13.23 SS V Y1 _— N LOT 13 Z�1 ~,SAY 01- ' olf rI.iA;l IT j f I � I I BOUNDARY PER BLA 00-104014-00, KING COUNTY RECORDING NO. 20011205900002. 1 pl 5-0 AVE SW 200.71' G EXIST 71.5' ❑ PORARY SITE BETIGHMARK11 ASPHALT 1 FOUND 2 BRASS DISK � FOUND PK & WASHER m WITH PUNCH & L.S-019667 IN ASPHALT I IN 2" PIPE IN CONC. IN 7 CASE ON. 0.5' C4 ❑ I (r 12110I I �—► rulll I ICI I � 6NI 9 I I11 ` TR X I I --- (EX POND) / 1 J().ON VOi 1'.E, 87_g1 TL: 738700-03-W \ 5zONED: R 6, j SFHD xp PLAN Dc-l- I I I I 1} CANi PERMIT NO. UNDERCROUND UTILITIES E%IST IN THE AREA AND UTILITY INFORMATION SHOWN MAY HE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT APPROVED THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. W a 0 0 FCI 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/contractor until all construction is approved. 11. Stabilized construction entrances and wash pads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for the 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. During duration of the project. the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be 12. During the time period of November 1 through March 31, all project disturbed areas greater than 5.000 square feet, that maintained by the applicant/contractor for the duration of construction. are left unworked for more then 12 hours, shall be covered by one of the following cover measures: mulch, sod, or plastic 4. The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in covering. such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water 13. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary standards. erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the an infiltration or dispersion system, the facility shall not be used as a temporary settling basin. No underground detention construction period, these ESC facilities shall be upgraded (i.e. additional sumps, relocation of ditches and silt fences, etc.) tanks or vaults shall be used as a temporary settling basin. as needed for unexpected storm events. 14. Where seedingfor temporary erosion control Is required, fast germinating grasses shall be applied at an appropriate rate P Y 9 9 9 9 PP 6. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their (i.e., annual or perennial rye applied at approximately BO pounds per acre). continued functioning. 15. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. 7. Any area stripped of vegetation, including roadway embankments, where no further work Is anticipated or a period of 15 16. Management radices providing significant tree protection shall be rovided per Section 22-1568 c 6 a- of FWCG days, shall be immediately stabilized with the approved ESC methods (i.e. seeding, mulching, netting, erosion blankets, etc.) 9 P P 9 9 P P P �) () g) 8. Any area needing ESC measures, not requiring immediate attention, shall be addressed within 15 days. 9. The ESC facilities on Inactive sites shall be inspected and maintained a minimum of once a month or within the 48 hours following a storm event. 2. Flag clearing limits. 3. Install stabilized construction entrance. 4. Install filter fabric fence as indicated on plan. 5_ Install offsite catch basin protection. 6. Construct sediment pond. 7. Clear and grub areas of the site to be rough graded and filled B. Install interceptor swoles/berms and check dams. 9. hough grode sits. If not already constructed as part of Tuscany development, construct infiltration pond to temporary bottom slavgtien of 22& This elevation may be modified by geatechnical recommendations based on actual subsurface conditions encaunterad in the field during excavation. Provide Inlet protection where indicated. 10. Install utilities. 11. Install storm conveyance system and water quality wet pond. 12. Finish grade site and construct roadways, curb and gutter, and sidewalk. 13. Complete site stabilization in accordance with TESC and landscape plans. 14. Clean storm drainage system, on and off site, of all sediment and debris. 15. Remove temporary erosion control facilities when site is completely stabilized. 16. Excavate infiltration pond to final depth once site is completely stabilized after building construction, f /I E L �'',•; I I f�� I SEE WATER PLANS, IrAA17p FOR REMOVAL OF j lI 1 STORM DRAIN INLET I _ �, A/ EXISTING MAINS IN V1 li PROTECTION, TYP. PER WORK �RR-A' GRAPHIC SCALE i I DETAIL 3, SHEET C1.3 I V I �D�21CLEARING LIMITS. TYP. 00, * r'a SoAD PROVIDE 5' ORANGE SAFETY. FENCE. P DW IN 50 I `OSj t is h n E 1 c IIII y4D` j 1-0� kSga 5FN0 ,� �`" I ! - STABILIZED CONSTRUCTION la�l� ff %t Q+g c� G• 1I� I v r �ENTANCE PER DETAIL 1, SHEE�C` : r _ -- S I I f _ 2ND AVE SW I 2ND PL SW i r cn f f , I �N, ` m RiZ BEN � `� -2" �Tp,. 'i �P B , sit c1.3 --°'� - Rf7 �� r � � ., - -�• � -- / \ _ � r" r � . , I � X = f-�o �.E,,,f oQrtw s1.6_0 � i L \ 1 l- 11 ale-x p a ;•� Sj�RL.a-sty i IR -10 •�~1► � -� � �� ,/- ` - _ E'�S`5FTEEI`Ci.3� � � � 1 -- � � / •J/ a ` / ��iN Skd 1 l -� �A.Du12 \ ~` IJ a Iipt't ` -40L 11$, 8t1'Bt S, R TOR SWALE. T'{P. \� �A 4 �IiEE GtCD. \ 'R: 738700-0050 \, B22 286 qg6, 282 ` \ �� /` DESIG: SFHD \\ r • fti 4 j _ cotnP gGaa�I / F�TT pL 5`H �. Z8\ \ r• I�I 0'C A �VA� I L� 2 �PROPD$ Jl 1 I 3 �IS`rF�APLATOF 1� I �1� it -18 I 19 ltil�r� 'oo r I I2021� �� - 73B7e0-0020 PERMIT NO. G i•, L: 736700-0030 `10 7` �r ✓ice �� 4 ,2 = � LC+I `� �� 2� ► `► r �1� % I ! CI �I j, - ��:a�nn-nmo I I APPROVED DUNCAN Company, L 145 SIT' 1551h Str-, S-uk. Warhingrm Phone 206.244. F 106.244.4 J J W r' qC W J c W of �WIa 5LL LL 0 IDRAWN: JEE DCI NO: ge owwrs �-r. C1.: B" QUARRY SPALLS MIN L = 100' MIN. STABILIZED CONSTRUCTION ENTRANCE NTS MIRAFI 140NS OR EQ. FILTER FABRIC MATERIAL (60" WIDE ROLLS) OVER Y, x 2" x 14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE —i` �•. II 2 gII BURY BOTTOM OF FILTER II II FABRIC IN B" x 12" TRENCHI I II !1 � EV MAX, 2' x 4" STANDARD OR BTR, OR STEEL FENCE POSTS PROVIDE 3/4" - 1-1/2" WASHED GRAV-L BACKFILL IN TRENCH AND ON BOTH SIDES 12' OF FILTER FABRIC FENCE ON THE SURFACE. 2 FILTER FABRIC FENCE NTS STORM DRAIN INLET PROTECTION NTS I� APPLY SEED AND MULCH 1' MIN.t- TESC SEED MIX Proportions AS REQUIRED,. SEE I Welght Purity Germination TESC NOTES. EXIST GROUND Chewings or red fescue Zx 98% 90% (Festuco rubro vor. commutate or Festuca rubra) 8" MIN. I L Annual or perennial rye 40% 98% 90% _I� r (Lolium multiflorum or Lolium perenn) _ 2 MIN" —� I 1 Redtop or colonial bentgross 10% 92% 857 — 2 (Agrostis alba or Agrostis Lenuis) White dutch clover 10% 98% 90% C4EECFK DAM (Triolium hybridum) 2'-4` ROCK TESC SEED MIX SECTION 2:1 SLOPES +0 I �.. LCHECK DAM 2"-4' ROCK A L = THE DISTANCE SUCH THAT POINTS A AND BARE OF EQUAL ELEVATION PROFILE 4 TEMPORARY INTERCEPTOR SWALE NTS NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OR SLOPES. DESIGN WS 73' NOTE: POND MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION if RISER PIPE SILT FENCE OR EQUIVALENT DIVIDER I 46 I 1' 1 22' I � 22' 1 KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES PLAN BOTTOM POND DIMENSIONS: LENGTH = 45' WIDTH = 1' Rip rap shall be In accardonco with Section 9--13.1 of the WSOOT/APWA Standard Specifications. Rip rop to be reasonably well graded with rock gradation as follows: QUARRY SPALLS 100 X Passing 8 inch square stave 40X max. Possing 3 inch square sieve 10% max- Passing 3/4 inch square sieve TYPE 1 RIP RAP 100 % Passing 8 inch square sieve 40 - 60% Passing 6 inch square sieve 0 - 10% Passing 2 inch square sieve TYPE 2 RIP RAP Maximum stone size = 24" (nominal diameter) Median stone size = 16" Minimum stone size = 4" 7 RIP —RAP SPECIFICATIONS RISER PIPE (PRINCIPAL SPILLWAY) CREST OF EMERGENCY OPEN AT TOP PATH TRASH RACK OVERFLOW SPILLWAY PER KCSWDM 4.4.4E —7' MIN D = 12" (SEEDEWARISER DEVICE (SEE RISER DETAIL) 1• 1' MIN. EMBANKMENT COMPACTED ---- -- 95% PERVIOUS MATERIALS SUCH AS GRAVEL OR WIRE -BACKED SILT FENCE, y}' CLEAN SAND SHALL OR EQUIVALENT DIVIDER �`-=_ _ --� -- __ NOT BE USED. I - I OEWATE"NG ORIFICE DISCHARGE TO STABILIZE--f I I D CONCRETE BASE CONVEYANCE OUTLET OR (SEE RISER DETAIL) LEVEL SPREADER CROSS SECTION POLYETHYLENE CAP ,11ROVIO1 ADEQUATE STRAPPING UTAR xz' PERFORATED POLYETHYLENEDEPTH = 3.5' DRAINAGE TUBING, DIA. = 6" DEWATERING ORIFICE, TUBING SHALL COMPLY WATERTIGHSCHEDULE 40 WITH ASTM F667 AND COUPLINSTEEL STUB, AASHTO M294. DIA. = 1.55" ALTERNATIVELY, METAL 18" A11N. v. 6STAKES AND WIRE L 6vA MAY BE USED TO CONCRETE BASE v• PREVENT FLOATATION. a �---- 2X RISER DIA. MIN. --I RISER DETAIL SEDIMENT POND NTS PERMIT N0. DUNCAN Company, L 145 sry Issrh sneer, scatlle^14 hingrw Pho a 106.144. Faz 106.244.4 U Z J g LLi Q C ('f C aW o J W 13 LL LL 0 1 DRAWN: JE DCI NC:?� DATE: M,5) G '1 r a xaa�1 C1. ;FACING Z r � ^ � � T _ is � �� • • ',y AND gR1V$WAYS 5H4H CCYY � •1 TYP. `�� 3'[� -� SEE 1.5 FO I D CN IN. } Y � "• J -11 2 - .17 R ZZ FOR C R$ R 2 U 9 R S AT THIS INTERL`TL01n NAME) - \ f -DRIVEWAY. \ ORI TMAS- OTE. EFT SEE AIL 1, - roc f SiAhO iTmJN o "� `• '< r l�s C�(1 CI1T'. �. - 1] �t �I J��t �`. T 0 fF T�1=Li^^-^ ~� .�^-240- �. afic/ I KEY MAP N.T.S. �`\�� : ��•� SHALLBE CONFlRMEDPRIOR CURB CONSTRUCTION, TYP. N - �`�ggyyJ � � A �Z• J _ __ 1 �� I ®T. -�� J� �2� • : 'A 1+8931-11.1 L - _ � �_ � .$- J % .�^_' rI r 1 � - \ � fNL�T �� - �� MALE ^ A 1+&R.31, 2 .B3' L • ^<A' - _ y � �\t\� t \ IE OUT-237`0 TA 1 1 lr 1 1 / IE INa235 I - iG- , P"`��_.%r^' .�= 1\1�ax 4t,\ ♦4ti �s2 I I I 11 I 1 / 1 j 1 + I 7W \iU B STA. 5+8&90, 21.00 R _ � � �. � \\ �. \ \\\ 16 LF - 10' II I1 I 18"1OUTFALL 1 (p BACK OF SIDEWALK •1- \ \ ® o.19x I I I I I J - iE�23400 ] �I -SEE PLAN) CURB DETAIL 2 = �; ` _ - 1 1 ! r I DETAIL 1 END CURB. BEGIN EDGE A = _ t `: 77 -230- - I 11S''}} DWI � ROAD. Ef0 r SCALE: 1"=20' OF PAVEMENT .T SCALE: 1"=20' \ •1 •, �,y. •ti: - t t 2" CRUSHED SURFry4 T 'SE OVER Ro �" CRU5HE0 , RFF CI C.OLRSE, rrJp � 4�+' � � 4Ct� A� S,�Y ��- . .�� r'- • r. � � _ ��\ \` ; , I I I 11 I I �j� J Y t4 4 g9+t o .- 20'R / �• �Q.�r 4 ;\ / r4- -1\ . G i-j+ j f J rr rr�,�'. : r EDGE OF + _`j _ s� I I I I I t J r J r - AVEMENT, 20R / y _ - NTAK I P+R s I y 11 l y J r J r TYP. 5Y powq > 1 i{ I 11 1 1 rr J J-rz0'R �. 1 STA 7+ s.D1 2 pSSO { I J J J a 11 II 1 p r �fJ // o�'R - - _ m � A v '1•"•: '.. .. I � -�_ � 1 I t I t I�rJ� / f J r - ' ►- R 8 12 .ttir r. 1 y -- - 3RD PL Sw 'a r sy 4�_ - _ ?*a►y �'; { / r yBy `� j ` STa L t l y 1rr r f rf r r 20 R ,_ `` lk 11 1Y !. , 1 %� J. r TLET END cuRe, 1� 's ` � 0°( �%~�sTA. OUSTA7 01: 32A0'.1. `�`y swAL BEGIN f4` I - -24 EDGE OF 27F�' 12'R Gaya 1+ . 1 SEE CUR9.9EiA1>'2 "�2 �� T�� i •a f.7 /� j f J / PAVEMENT �' R. ? -�' 1 THIS SHEET �g1 NOTE: HIGH POINT ELEV = 241.51 GRAPHIC SCALE HIGH POINT STA = 2+94.15 LOW POINT ELEV = 240.39 ru 1. PIPE LENGTHS AND SLOPE FOR STORM DRAINAGE CONVEYANCE ARE CALCULATED FROM CENTER LOW POINT STA = 1+85.09 OF CB TO CENTER OF CB. LOW POINT ELEV = 237.88 PM STA = 3+14.93 PM STA = 1+89.31 LOW POINT STA = 4+72.07 PVI ELEV = 242.01 PVI ELEV = 240.24 2. ALL NEW CB'S IN PAVED AREAS THAT ARE USED AS INLETS SHALL BE FITTED WITH VANED PVI STA = A.D. _ -4.82 I IN FE, GRATES K - 2074 A.D. = 2.41 Horizontal i Inch = 20 R 7.4 PVI ELEV = 237.40 K = 20.73 Vertical• 1 inch = 6 St A.D. = 4.74 I 100.00, VC 1 I I K = 21.11 z SO.OD' VC I I 250 250 1° v Ii a' I PROPOSED n 1p n o o mMo + N SEE SW PROFILE 52ND PL Inn N C4Z GRADEFINISHAT �. N a N `O ± N M II > w > CENTERLINE &i ad IJ jamoiii Ey N > GRADE AT w w m m w w CENTERLINE U > w W U m --� _- W 1 . 1$ t.OD �- 240 240 1.32 18" WATER S = 0, moo FT/FT i _ -_ - - _ - r - 1 8" WATI R CROSSING ROVIDE 6" N IN. VERTICAL _SEE 3RD P. SW /� CLEAR INCE BE N WALLS 0 PROFILE Q\ S.J --- --•--- ----, �� 8" SS ,� RIM = 4 0 _ ---PIPES _ `8" SS IE OU =238.00 230 230 q,,.. -tvb `ELF CB 2 CB 3 RIM =237.54 RIM =240.83 �r,-ou- AaA) N o N IE J=234.64 1I2" IE J=235.98 IE OUT =234.14 18" IE OUT =235.9 N 4 0 m N RIM IE IN N N iD D = 40.00 237.80 SE o IE OnU =23A7 8 ( V) 220 220 n c 11 =237.64 RI IE IN=234.03 DATUM ELEV 215.00 m o o �, r . •oi _ MIh m c� Oa o ro N sri O m ]D d r pro Nh 19 a nI7 m m n n,� '� o in M nI� in -- O nIn ,� m pi a AI la Nan Ir n'a m I� vi n•a ,� n .� .d in "t o r� Ma yin o na rn lu �� r ai .� ci 'o N .- n-i 1•Q 1. i• 1� n•� "h c •'t 1 � In rn cdd o+ rya O� l',� X. 'm N n c N n N rr]rl N'N N n� ry N [�l o nin N N iN �N N �N N I,y N IN N N IN N N N N N N •N N'N N E 1 N N N,N N N N IN : i'N N N 6+00 5+60 5+20 4+80 4+40 4+00 J+oU 3RD PL SW J+LU ZtoU Comps 145 SIV I55rh Seattle, fVasl Phone 1L Fax 700 DRAWN: DCI NO: r- DATE: Ztw c .. ,rev I%,M C cl' 7 CAUMNI PERMIT N0. IXPp6 UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. w STATE LAW REQUIRES THAT CONTRACTOR CONTACT APPROVED LL (v` THE ONE-CAUTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 10+37.99 18.OG' R BEGIN 21'R 5 1U+di.41 lb- " t Iyunn ci r< 2 i0+45.92 17.58 R END 21'R GIN 25'R 8 11 05 L ENO 21 R EGIN 25'R 3 14+84.29 }7.67' R ENO 25'R EGIN 21'R 7 110+4&53 10+88.19 17.69' L END 25R EGiN 21'R 4 10+75.85 1 16.04' R ENO 21'R 8 10+75.21 15.99 L END 21'R STATIONING AND RADII ARE FOR FRONT OF SIDEWALK. SIDEWALK IS 5' WIDE. REFER TO TYPICAL ROAD SECTION FOR REMAINDER OF SIDEWALK ON SW 352ND PL. 261 250 L 240E o\a ere - -71 Gn BE CENTERtU Al 2 OF CURB RENRN AS SHOWN NOTE: CONCEPTUAL BUILDINGS AND DRIVEWAYS SHOWN FOR REFERENCE ONLY, TYP. uewUea kmufwl. NAME SIGNS TO BE PER • 1 MUTCD UNLESS OTHERWISE Z ' SPECIFIED BY CITY. } ' i o � r R=5' Ism:-� � I•F �` ' e4� MATCH EXISTING � 1 SIOEWALI[ 5 / W TYP. 3.1 / GRAPHIC SCALE IV (IN FEET) HorizoataL• L inch 20 fL Verb-L• L i=h = 5 tL HIGH POINT ELEV = 251.45 HIGH POINT STA - 6+36.73 PVI STA = 8+42.61 PM ELEV = 251.76 A.D. = -5.23 K = 9.56 PVI STA = 10+26.50 PVI ELEV = 247.53 I 50,00, VC PVI ELEV = 246.47 A.D. = 1.23 A.D. _ -5.32 K = 20.33 P STA = 10 87.71 _ 15.00' VC I� E iTING GRAD 0 n rr O1 m d N 0 P I ELEV = 2 •1.99 V 25.00' I AT CENTERLINE + 0 m N N A.D. = 5.3 ? o o o. IM � K=4.70 N + m N ° -- Q cWi -25.00' VC.- I n ;° _ N N + _- w + o ¢ > w _ tu l _ N p Off fN > N 'n R* N lil m m S N p N W W A -2 N W > W 14� ^ II I % 47 tr TI r u� va, : p u cFs a 12 _ 243 rL i`PROPOSEC FINISHED % 247.34 GRADE AT CENTERLINE RIM ,O0 2-00� 12 IE OU "=244.34 1 _ 12ND I SECTION WE ri48 W 1 S= 0.02 r FT/FT 8" VATER '----PROVIDE CROS 6" MIN. IVG. VERTICAL PIL 12, CLE RANCE BE -EN WALLS I iF 1 8" SS Cs11 PIPEr. IE BUT =243.3 INTERSECTI WITH PL SW 8" YATER [PROVIDE CROS 5" MIN, NG. VERTICAL 3R CIF PIPE RANCE BETWEEN WALLS F 140.86 RIM = RIMIE IE IN :235.96 IN 242.23 IE OU =235.98 IE IN =242.23 IE OU '=242.23 ry N M m C•1 M r1 co r• r -� 1. n i� Q� '7 M •m N •d `} o rn < Q in ri In 7 O ,� 't N to n •Q �1 rt a N• N61N a •. rA v: NIN �h M NN rn u'] NN In o N'n in N NN N m N A N NN .+ .5 ,n NN Ire] m IIO Vt (4 c! d N N NN NN N•N NN NN NN CI iN nN Aron 11+60 11+20 10+80 1U+4u 1u- .1- - -- SW 352ND PL !60 t50 240 230 NOTE: 1. PIPE LENGTHS AND SLOPE FOR STORM DRAINAGE CONVEYANCE ARE CALCULATED FROM CENTER OF CB TO CENTER OF CB. 2. ALL NEW CBS IN PAVED AREAS THAT ARE USED AS INLETS SHALL BE FITTED WITH VANED GRATES DAYVN ELEV 225.00 ;- KEY MAP N.T.S. CURB DETAIL 3 SCALE: 1 "=20' EC: 3+37.03 I 12.OD R �n 7II 1 b 0 b + Ilr + N R-25' J �^ EL w 11+00 � 'O S - SW 352ND PL R-2S •s� r. R=25' ^F R-25' 10 00 a - � '- 'm SW 352ND PL lk + 3 o � 0 F R=25 I R=28' r � 1 t A� h g 7' S0:17+53.8T 14.00 L I 14A0 R CURB DETAIL 4 SCALE: 1 CALMONI PERMIT NO. UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY 13E INCOMPLETE, STATE LAW REQUIRES THAT CONTRACTOR CONTACT APPROVM THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. OTE- CONCEPTUAL 6UI#NG NAND J I j _ _ ¢av►N / ' . ' 1 ' f [ .1 Y ' ORkYEWAl(S "OWN 5 510 ALK Y .@[�•L• - I l 7��J REFERE3�jC1? NLY. iris. -fY^ f 1 f y� 0. 1 1 a 13 f I� •,��_________ -°"~ ')r it �.STA� , SEE CURB DETAIL S. I y THIS SHM E SW 352ND PL SHEET R 54; 5'0 0 GN IN 0 FOR CURB RETURNS 7, T Al THIS INTE�jRSEC7[ON �'• \ ��j ce t z t I 7 DRIVEWAY. `f ` • • 1 ' " 1 I SEE Cl \� / A E DRI AY ROTE. ' # CURB RAMP ` �• '�' 1 L PLAN ANU , .o, PROFILE 1249 249 c.B.U. �9P }doh" 352ND B'PR_ J ' �`'• %�'^ s 19'3� ';cam .. '�: . • � � �s •J� ��-�-- 4g - � � .� � � -- T � / �:`3• Ate' OL DEVICES r y^ I KEY MAP N.T.S. DRICONSIVEWAY NOTE, WAYS TO \ \ BACK OF SIDEWALK. F1NAL j 1 J DRIVEWAY C0NFIGURA7CNS SHALL BE CONFIRMED PRIOR TO CURB CONSTRUCTION, TYP. CURB RAMP NOTE: CURB RAMP PLACEMENT TO BE CENTERED AT b/2 OF CURB RETURN AS SHOWN � g y 0 SIGN NOTE STOP SIGNS TO BE INSTALLED PER THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL (MUTCD) STREET _ NAME SIGNS TO BE PER i _7 `" ��_' --�_� - -` _9• -='L4Gr' ••� \ �� Jy �r� \\ \�i ',a MUTCD UNLESS OTHERVASE SPECIFIED BY CITY. GRAPHIC SCALE 280 m a e m a ( IN FEET o ) Elmi Wk 1 inch a 20 fL VarUmk 1 inch = 6 fL 270 260 240 230 20+00 19+60 19+20 18+80 15+40 1tf+uu I/— I---- •-••- ---- CURB DETAIL 5 SCALE: 1"=20' ZNO PL S\s r N 4 a 237.68 =2s 255- kAZ'+4A C% 254,48 fir" S °• y1,. A. % Loll' NOTE: 1. PIPE LENGTHS AND SLOPE FOR STORM DRAINAGE CONVEYANCE ARE CALCULATED FROM CENTER OF CB TO CENTER OF CB. 2. ALL NEW CB•S IN PAVED AREAS THAT ARE USED AS INLETS SHALL BE FITTED WITH VANED GRATES %41 DUNCE co-p 145 SW 155rh swlk, W.A Ph— 20 F 206 J Z J C� W J Qw J W J_ IL LL O DRAWN: Do N't. CAUTION! DATEhAY UNDERGROUND UTILITIES EXIST IN THE AREA AND Clir UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST r 4B HOURS BEFORE STARTING ANY DONS,,CTION. n 1-800-424 5555 PERMIT NO. C APPROVED 1 j2+7B.r36 1 1&0Q' R BEGIN 25'R fi 1i+57.23 18.43 R hhD ISSN dLldN Lr+G 2 12+83 02 1&35' R END 25'R 9EG1N LINE 7 14+31.50 21.33' R END LNE C 14 145 R 3 13+08.19 22.2&' R END iJNE GIN 145'R B 14+71.52 21.33' R ENO t4fi'R EG1N LINE 4 13t4S.44 23 01' R ENO 145'9GIN LINE 19 15+28.02 I 1&QO' R END LIME • � J STATIONING AND RADII ARE FOR FRONT OF SIDEWALK. SIDEWALK IS 5' WIDE. REFER TO TYPICAL ROAD - SECTION FOR REMAINDER OF SIDEWALK ON 2ND PL SW AND 2ND AVE SW. I } q� I I _ t EWALR 5 4u STA. 10+70.46, 18.04' R r N } 2�U ` I I t i 15 - ` ! TYP. 11 MATCH EXISTING CURB, 1 �i I ,n l Fill GUTTER ffi SIDEWALK INSTALL GATE. r `. PROPOSED 30' DEDICATION j 'Z62 If I DESIGN BY OTHERS. �_ THlS PROJECT //'/-✓Fk_0t.�� _ - .r %rJ l A +B6.Q8. 1 .171 L 7L.1.-•. _ . - _. _ T- - _ •{ * � • � B 7 g 4, � 4 6a - ' 3 - - ti; ' v � • - ." , � , '.y s . r ~` �� 'I I}�+ : o , .1•. N''"-'h-�. r - , ti . - r _ -� .� `T:= .�.� - - - _ 11 i00 giV 3.1 wT1PE,.1 12-= I 6: 2ND AVE SW 'd, 1 '• 'fn• `�r�' '. ti y��ly\y _ -- T RAMP SIDEWALK AT 12:1 MAX. SLOPE TO MATCH EXISTING PAVEMENT AT PROPERTY UNE. n I \ / y —7—_- _ _ J4' DRIVEWAY 7 RI A 1.T 1� LINE OF SAWCUT AND REMOVAL \ (f] DSEEETAIL I�.IR8 ��►�� NOTE, THIS SHEET •1 . / / DETAIL 6, 7 Tyj4!(�]yy4 LLL !� NOTE: '+' C�'� i $u� 1•t� � f as pc a� � ss'�.' THIS SHEET 4CONCEPTUAL BUILDINGSG, i�e:�l rY!' \ . • _ �GFt 1 1 AND DRIVEWAYS SHOWN y • • (S,,r� FOR REFERENCE ONLY, �vrx r.��nE KS�. y �Sl{EET NAME �J 27p� I TYP. I = - 4 `. I -� fr.•s4 ai- CL rac i i I l I L(7 E rlwi�7rls�,Pw�srw.l' \\ �c I T. w I Lf) I U7 l DRIVEWAY ROM,CURB RAMP NOTE.I I SIGN NOTE In \\ y "y q 1 l CONSTRUCT DRIVEWAYS TO CURB RAMP PLACEMENT I STOP SIGNS TO BE INSTALLED- l ;A r • y ` �1 } 1 BACK OF SIDEWALK. FINAL 7 PER THE CURRENT MANUAL Il TO BE CENTERED AT ■ y t y \ >< 1 7�} DRIV2 OF CURB RETURN N EWAY CONFIGURATIONS II I ON UNIFORM TRAFFIC CONTROL SHALL BE CONFIRMED PRIOR. AS 1 DEVICES (MUTCD). STREET TO CURB CONSTRUCTION, TYP. AS SHOWN r� oo I NAME SIGNS TO BE PER a I I SPE FIED BY CITY. OTHERWISE f GRAPHIC SCALE a o w m ee PM STA = 13+63.44 s PIAELEV = 271.82 PVI STA = 15+07.25 A.D. _ -2.66 ( IN FEET ) y PM ELEV = 267.50 K = 28.24 8oritanW: 1 fach 20 fL Wlr Vertical: 1 inch - 6 280 c c T kr Y" Q H V 270 LL Li v 260 Li LL LL 2 250 I- M 240 K = 37.12J I 75.00' VC 180.00' VC N O O}} N I W N ^ fN §! U `4 lil f%1 U I � m J KFi PROPO 'D FINISHED vlg"i GRADE AT CENTERUNE SEE SW 354TH PL I-- 17 ---- - - _EXISTING ZADE AT CENTERUN B WA �PROVID R CROSSING ! ! 5 6" MIN. VE TICAL CLEA ANCE BETWE I WALLS OF PIPES. { \ U 8 SS RIM = 267.38 8" � WATER CROSSING IE OU =264.38 P +VIDE 6' MI . yVEfZTICAL CLEA ;ANCE PI ES. N IJ CS 8 A=262.47 RIM - ?67.36 IE IN=256.89 IE IN _263.85 IE IN=256.89 IE OU =263.85 IE OUT =25fi. 9 1 1 '� ri n I� R1110 01- n x cl min ryiN �m NN a �•ia NL1 NIIG mI{{a N[IN mm �ro NN NN w NN N Nn14 NN c1N NN NN nin NON nun NRV C"N 15+60 15+20 14+50 14+4u 1 - uu 1 o 11 1 _ 7AIn 01 CIA/ jam! r-- ..e2�'"' .I } �- KEY MAP N.T.S. N rn N MIM� � In 4 Nil. i n <1 •N N N �` N NN N 12+80 12+40 I` 12+00 11+20 10+80 10+40 260 280 —1 270 10+00 145Siv 1sslh . Scow', W.') Phone of Paz ,W Z J J aW J 0 J LL LL O Z 0 W DRAWN: ❑CI NO: NOTE: DATE:iav 1. PIPE LENGTHS AND SLOPE FOR STORM DRAINAGE CONVEYANCE ARE CALCULATED C FROM CENTER OF CB TO CENTER OF CB. 2. ALL NEW CB'S IN PAVED AREAS THAT ARE USED AS INLETS SHALL BE FITTED 240 WITH VANED GRATES PERMIT NO 11+60 CALMONI C UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT' APPROVED - THE ONE -CALL UTILITY LOCATE SERVICE AT UM AR 14f111RR RFFnRF RTARTINr ANY rMI TRI IMInN 250 CURB DETAIL 6 SCALE: 1"=20' 2ND PL SW 15+00 R=25' R=25' w 2 6g r $ � `x�AR ti 1kgyg FOR CURS R RNS AT - ` , SEE CURB Y D� TAIL 7. I T tii THlS �/• DE, ,HIS "l'•'CI�I O INTER CTION a. • 5 �- -A S�iMT = ■ ■i ■- \ \� �` 24-00 1 �a rr / 15f~-�f�`j�t �� !''7 �¢��- _��• •-, : ;•,'. , \t `, _� INTgK�Y r :• I � = VE 7 �� i ■ r / `� ! \ + `�' 'I • ti` STjv$+43A9. ,l -�'• r 7 Rl WA — �� —� ■ / . -' / Yri]TL'€T \ \ �5.31R ' S' ' J ■� ,.1 SEE ORIvEwAY �A:�� =. r■Ixi i I • .:: 7 \ti , ter. 1 : r SHEET `vV /"'? _Yr 1 1. 1 1 iJtAliE• IE. 240,M ••,_._,� �� cL.,.w�� 51 1w,/r r r � • •. , Pip .I� ' •� �P S_:. � , ■�- � Jul 251 r r -- � �., gam• -2zk0LET s0sa, gg,T --NOTE: / — � — tt. ��So + I rufT 27`- r ONCEIPEUAL BUILDINGS 9 N.D.C.B.U. 241 7 - �"' / _ r �ND DRIVEWAYS $NOWN' 1.1 MAU.BOX C 4 r 4i 1 FOR !E WNCIr ONLY. �5U — SIN t ± —, -240 241 r 270 I DATUH ELEY 225.00 17 ^ ^ itt ^ I^ I�� N I� N t0 i\ D a] i2 O iN N �'M ^ ? n N I.0 N P . r) 6 d O ? O O la [O m Ih iN ,d t` M .� Ot iMj ^ IV 17 a N ^! O N d i^ � E d 4 �p a N y Oi !o- t d' is pp N Ia � I V' ca t0 RI 10 N ,n Yl cv in N [n N c n N in N In IN N inn ,N N'N In N n N N In V N n •N h N C IN N N N N N N n IN N N C N N ,N N N ,N 1+60 2+00 2+40 2+60 3+20 3+60 4+00 4+40 4+60 5+20 5+60 6+00 \o p —rc=ta 5,�p6 Y N Y Y R=25' — in STA 5+35.37, 0• R (INS) HarizontaL 1 i=h = 20 ft Varllanl• I inch = 5 & 270 D U N C Comb ins s�rvrssl Se ttle, !Vt Phone Fax I J Z J V W J 0 W J W > LL LL O Z0. r0 a: l:tn i=11 ur — I —vicn OF CB. 2. ALL NEW CB'S IN w PAVED AREAS THAT ARE USED AS INLETS SHALL BE FITTED WITH VANED GRATES '^ W 0 a 0 YV U DRAWN DCI NC CALMON1 IERGROUND UTILITIES EXIST IN THE AREA AND DAMR lTY INFORMATION SHOWN MAY BE INCOMPLETE. IE LAW REQUIRES THAT CONTRACTOR CONTACT ONE —CALL UTrjTY LOCATE SERVICE AT LEAST HOURS BEFORE STARTING ANY CONSTRUCTION. PERMIT NO. L." f APPROVED CONSTRUCT DRIVEWAYS TO BACK OF SIDEWALK. FINAL DRIVEWAY CONFIGURATIONS SHALL BE CONFIRMED PRIOR TO CURB CONSTRUCTION, TYP, NOTE: 7 DRTVEWA TYP CONCEPTUAL BUILDINGS AND .1 SE£ DRIVEWAY DRIVEWAYS SHOWN FOR NOTE, THIS SHEET REFERENCE ONLY, TYP. 5 SIO£Yf ,1 11'P. SEE CURB DETAIL S. THIS SHEET r ti� + V ? r 100 }` �M CURB DETAIL 8 SCALE: 1"=20' a NOTE: f Il 1�` I r 10ce 1. PIPE LENGTHS AND SLOPE FOR STORM } 1 1 J y) ) 114+ E,1 DRA:::AGE CONVEYANCE ARE CALCULATED f } r,• - i r SOt �; R-25' FP.OV CENTER OF C8 TO CENTER OF CB. 2. ALL NEW CB'S IN PAVED AREAS THAT jj P f I I S •7 ARE USED AS INLETS SHALL BE FITTED �I I WITH VANED GRATES ' ��JI /'I [ f ,N fir 15 B 1 f 1 is 12, y I d" 7D^—____ I `� N 1 l-I I I y14 SEE C1.7 FOR DESIGN — fi INFO FOR CURB _ f' /// ••• RETURNS AT THIS INTERSECTION 27 / - - ., r�'•. - ! r r r I 7T6 .1'. {ten _ - •rr+�-. r�iy4i- •rrf /: r rr/ 1 1 c. rrr r �r r r r r 1, +�-• ar v r r f rrr 1 Z-� � •'• �r //r r r r N co_ . 1 a6 r c GRAPHIC SCALE I I I �I 1 DATUM EA 240. 06 ai zr a w (MFSEf) Hor1writal• 1 i—h = 20 1L Vertical• 1 I—h = 6 it 2B0 PROPOSED FINISHED N Z RADE AT C ITERLJNE ri N o• F In + � N N 270 p A �CL > z N EXISTING RADE AT �CENTERUN _ a '. 260 119 IF IM IE O762,72 =259.7 I� �E N N. S y 2 d LAP id 1 250 - 47 w IE IN 256.89 IE OU =256.89 1 t 6 IE IN 253.27 IE DU " =259. Ev ad ai tri vi iL r •d; o rO a � �O a ni 1p N,N ri N N t� to - t4 N N (, � N O N a NIN 10 N NiN rtO t0 NN •Ip to NN [D n N N iJ Cam! N N N 0+80 1+20 1+60 2+00 2+40 2+80 3+20 DUNCA Campan} 145 SW 1}Srh sn Seculc, Warhin; Phone 206.: Fos 206.2 280 !70 760 250 CAUTION! UNDERGROUND LMLITIES EXIST IN THE AREA UTILITY INFORMATION SHOWN MAY BE INCOMF STATE LAW REQUIRES THAT CONTRACTOR COI THE ONE —CALL UTlUTY LOCATE SFRVTCE ATI 48 HOURS BEFORE STARTING ANY CONSTRU[ 1-800-424-55W 240 APPROVED r KEY MAP SW 354TH PL RLr LK IU PLAN CEMENT CONCRETE CURB 1 FOR AREAS WHERE SIDEWALK PER KCRS DWG. N0. 3-002 I 1 LOCATION VARIES STREET TREE 3' TO EDGE OF 1 5' 14' 14' 5' 1 3' TO EDGE OF UT1L ESMNT SIDEWALK VEHICLE Yc:IIOLE SiDEWAL3[ t UTIL ESMNT (UNLESS OTHERWISE I I I (UNLESS OTHERWISE SHOWN ON PLAN) EXIST GRADE SHOWN ON PLAN)_ 1 � 2.00% _ 2 II 1 WATER METER ME1 .I "I I I' ' I I I f:I =%"'L WATER METER CEMENT CONCRETE 4 3" CLASS B ASPHALT 36 " MIN. SIDEWALK PLANTER COVER 4• 2" CSTC PLANTER 1(51' CSBC NOTE: 120 SD ADDITIONAL TREATMENT B" WATER REFER TO PLANS FOR EXACT MAY BE REQUIRED LOCATIONS OF WATER, SEWER NOTE: REFER TO CITY OF COMPACTED SUBGRADE ROADWAY KEY: AND STORM DRAINAGE. FEDERAL WAY STANDARD ai�_10' MIN. HOMZONTAL� W O AY IM O N N OR: DRAWING NO 3-2W B" SS SEPARATION STA 8+13STA 4— STA A9+60 SW 35 ND PL SW STA 2+42 — STA 4+77 SW 353RD PL TYPICAL TYPE "W" SECTION Not To Scale PROPOSED 30, L 30' EXIST R/W j PROPOSED DEDICATION STREET LIGHT I 37.5' I 20'± TOTAL SURFACE &ZIN 17.5't crlcr ecauAl'{' 4--PROPOSED ASPHALT W Z I Z � J QI a 3 0 0 0 I 0 0 0 01 EXIST GRADE -\ '0v ,orI3i�S1►i6�iil� '0v ,orI3i�S1►i6�iil� r �t•ri r r.rrJti- _I EXIST 3" CLASS B ASPH ll ASPHALT 2" CSTC 5" CSBC { ADDITIONAL TREATMENT PLANM MAY BE REQUIRED COMPACTED SUBGRAOE CEMENT CONCRETE CURB, TYP. 2ND AVE SW ROADWAY IMPROVEMENTS Not To Scale EXPANSION JOINT s• ROLL GUTTER TO 1v MATCH POSMVE O.OA Fr.M SUPERELEVATION. b ' .r, •- CEMENT CONCRETE SIDEWALK NOTE TOP OF LIP AT DRIVEWAYS. >,#, • .'i1.. _ if " CURB & GUTTER DETAIL Not To Scale E R/W MATCH EXIST GRADE MAXJ I 2 OW` JI (p . MDEWALK NOTE: REFER TO CITY OF FEDERAL WAY STANDARD DRAWING NO 3-2W SryLc-`^ SF� TaNrt>'1-0� �K i; R rR Ines lQ R(q lqa 1 IT��SIDE_ � IFOtII IIDITS 1. SEE sm 5.01. 2 INSTILAIMN OF N-V C.B.U. �^ciCLATBN 00161RNCIIDN OF BASLj WRL BE ODxD BT U. PO"T.'L vm-m � H>" ].DA laB Jecrr R,->�AIE?NS. REFERENCE KING COUNTY ROAD STANDARDS NEIGHBORHOOD DELIVERY & .� COLLECTION BOX UNIT DETAIL REFER TO PLAN I I UtMLN I UUNUKL t KULLLU �UIV PER KCRS DWG, NO. 3-002 1 FOR AREAS 1 1 WHERE SIDEWALK LOCATION VARIES i STREET TREE. I 3' TO EDGE OF 1 5' 12 12' 5' 1 3' TO EDGE OF SIDEWALK 1 UTIL ESMNT UTIL ESMNT SIDEWALK VEHICLE VEHICLE (UNLESS OTHE (UNLESS OTHERWISE I = SHOWN ON PLAN)E SHOWN ON PLAN) I I EXIST GRADE � I- 2.00% 12 1 WATER METER 7 I=1' ' I� I �11 K II�I� �WATER METER CEMENT CONCRETE 3COVER 1�2" 4 SIDEWALK PLATER S' CLASS B ASPHALT PLANTER CSTC } 5" CSBC NOTE: REFER TO PLANS FOR EXACT 0 8" WATER ADDITIONAL TREATMENT 12" SO MAY BE REQUIRED LOCATIONS OF WATER, SEWER ROADWAY KEY - AND STORM DRAINAGE. NOTE: REFER TO CITY OF COMPACTED SUBGRADE ROADWAY IMPRCVLMENrS VLANNED M97: FEDERAL WAY STANDARD c�-_10' MIN. HORIZONTAL �.--.- STA 1+34 - STA 2+13 SW 354TH PLACE DRAWING NO 3-2Y 8„ 55 SEPARATION STA 104-37 - STA 10+76 SW 352ND PLACE STA 1+19 - STA 5+73 3RD PLACE SW (EAST SIDEWALK ONLY) TYPICAL TYPE "Y" SECTION Not To Scale i F s Mix tr�s m ommR °F ,arN. aeR w�"'oa mown � Yu.raY �ns>ws `''4x cuua.+s n, w.mx -Jac •- w •b't,4�Y.pl�e mnC wr .an4 �"rwYx+•, , ^.nma��vm.. aR +a s •a n mrnn N WwER PUm c "Om Du%T110N I CURB RAMPS IN VERTICAL CURB °WG H0. CONTRACTOR TO CONFCUIRM RB CURRENT RDETAILAMP REQUIREMENTS WITH INSPECTOR Not To Scale nI • ,uu ewe avrw. ,o<n . never „aa-x a ,r e, v. c,mlRl A -A REFER TO DETAIL 8, THIS SHEET, WHEN REVERSE SLOPE DRIVEWAY IS APPLICABLE Pum w CURB & GUTTER SECTION DRIVEWAY DRIVEWAY DETAIL Not To Scale yx 3/8" EXPANSION -gal J� JOINT — 1/2" RADIUS r - C r cs'uao .w.raa sa ooe+u ,us" M i^iU1°B vma RIAMFR snug wz— wannwx p R[w�a i• caxc a 1' trvae w.arewa n, WUlnt NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. CONCRETE DRIVEWAYS REQUIRE A MINIMUM DEPTH OF 8". 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH AND ALIGNMENT SHALL NOT VARY JORC THAN 1/4 INCH. Pusuc WORM SIDEWALK Dwc. ND. D[rrnTUOrr 3-12 SIDEWALK DETAIL Not To Scale •va P =f� n .FnvYl vti•M i,K os llts fEmE ,m „s Ma Y,b.YatGY 4 F- E mw e�+vcoan ,..".r s.m ,w •mad T RE ,m6 IIL aW. L°Of�eu'�°'rnw ;> w1.,.+1. �. w.n maTLgiy OF FIE "Y4r aar dw. aRxxnle ati 6 NLL °k9M Flo'NBW JaM i NTE'.uY MNn1 6 IY OR tJVA,FII. Fueuc waw�s REVERSE SLOPE DRIVEWAY °WC' 3-7 °c RHf1ADrt NO. 8 REVERSE SLOPE DRIVEWAY DETAIL Not To Scale GAL MC" UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE —CALL UTILITY LOCATE SERVICE AT LERS'T 48 HOURS BEFORE STARTING ANY CONSTRUCTION. PERMIT NO. DUNCE COmpa. 145 SN ISSrh 5 SeaNle, Wash Phone 10 Fas 106 J Z J j 7 W J Q W J W > LL" W 0 DRAWN: DCI NO: DATE: IXPIRF3 r� 01'2 � \ 37. 7' / 1 �-------- '— — _— —�i _.:.' •r � I l r s� / _ 189.81' S01'222"W Y 41 YI i • r ■ GR;Vc ACCESS 249 1 ■�1 ROA�D JO SE L1 �T. 2-�- coNSTRucTEO AS PART or SEPARATE ti i'n ti ♦+-- I\CONTRACT\ t - ! 5y .v' E ■ r� . ' '`- I '�I 1 ' -'' �� -� " ■�t tt ' t t ♦ �. \ 'T� �:r J J - : r�.-r' :.-� .:�.�� - '�:.r r-. • -'�'L' _ .a ' �� . _ � 1 1 f � � t■ t t t . �� a 1242-- � p� � ��_�- �`' - -�4,44-� �r w I i�i� r i ' ' I i \ , tt tt. •■ :k':; .4p�� 39— — ` 5 J15• 16T17 ; , {�— *"' �j v 2�o i , 2Z9 ' I�1 I 1 I I i I i ! \ Wit. �_ � Iw— — f ,� 2,3SO I ,� L� \ •F. I y1 �E-�! � � �` 1--- IV r J�{ tt V .: •.�. �� - � y �� J y .� � If �. 09 :I _ ` � � - err— �► �r r! O r J I -� . rr _• r: "!'�• L �'+7• : •a •c.•�., - . — _—_--_—_ -------_ _ �• 1 tiq --_---------- --❑j icy — xs ►� -- _—�198' �0jjjJD _�� • Z�- \- O�J - I/ - -` I \,�- !f �'� -_ �♦ \■ I _-238-�_�2 n ~ �. - `rJ�Orr®�. -~ �T O o u o ❑ 11,�r -226- _ f j rI �! �___ f---�-r ♦1 1 _ -`�`�- Atk =�-_� 1� t r li flit rf I ��-�� -r��` �� ♦ t�1,1` -230 FILTRN PONDS To BE t ♦ ■ �� tt I I ! l I I 1 I _ f/f'rr _ _ fj-=� ~ CONSI kMIND AS PART ❑ t �■ 1� ��. _ -232� ^� 11-}+ tT -r/ - �� -��S 18 L E � ARATE"CON er - �- '� � � �t �� f f I I i I ,/ ' • - 74 �__ -C C�I�1VI' J N I TY = - -\ �. _ __, _ --_ TD Asr�� t t • `, 1 11 1 f /' �' fir- ■ /� `- ` --- � 1 � - ��- - • --'r ♦� 1 �j�■ ��tt f I t1 1 f f 1 r fr �/ /�� it r � - - _____�� ~ � � � ■ ; �� t I! I l/ f r p �♦♦--�♦♦ 1\t � �f � � /� ��"•�- �� ♦♦ ♦♦ ♦♦ •L�� ' � r' �♦^��____ p li�l 1 /r rr % �� f� - `-�' fur (3^+�P _ 1 _ \ � -• � �♦ ♦♦ ♦`�� `� �._R�• 6-0a /rf r� / !ter r � � �` • �.:-- �AAY 11� �~ �� _ ' ` —. r �,` �-_ ��_ ��rr• �/�I� /r f r _ -- �- \ __ ._g/ 254— --_ FPyyED(A r — ~ _ r t • rr rr V _ ��'� f xyr r fi / r 1 cf p e ! � �� . _ � � : J�� _`"`= ��►� �� ^�-�.��.� '� r r r�r , � �' � � - � ` �� _ �e- .� _. — auk - . --� PERMIT NO. GRAPffiC SCALE NOTE: CAUTION! CONTOURS ARE APPROXIMATE. UNDERGROUND UTILITIES EXIST IN THE AREA AND REFER TO ROAD PROFILES AND SPOT UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. ELEVATIONS (SHEETS C1.4-C1.9) FOR STATE LAW REQUIRES THAT CONTRACTOR CONTACT AMOVED ADDITIONAL DETAIL. THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST [ IN FAT) 48 HOURS BEFORE STARTING ANY CONSTRUCTION. N DUNCE Comps 145 SR' ISSrh S seanle, w ,� Phone 10i Fos 106. Z co W M cc, i ❑ 1 262 J I 26 — — — - _ Goo i• r ! tom•. a r N D AVE SW 1 t : . •.� �� — \ \ ,264 t t\ t `. I 27a— r 1 62 I ti W4 ml U �\ t\\ t \\ � i � : �• �.. •• , �t N. N. 29- ZZ N.77. 1 r ` •- ��s t 1 i� i 10 \ � — � \ • •,tam ' y o`b., _ � � • - t '� i, GRAPHIC SCALE 'o �� S�jj,- \' = • .`�l r \ 1\t` t` ,may \ - �� • .t 1 ! �_, - \ ` �'if \t �.o.' i .•1. - r� } y 1 Inch = 20 ft. 1,\ / . °�- \\\: \ � •� •' 1. sue. _ :�_ 1 —, 7,7 7 MATCHLINE C1.13 NOTE: CONTOURS ARE APPROXIMATE. REFER TO ROAD PROFILES AND SPOT ELEVATIONS (SHEETS C1.4—C1.9) FOR ADOIT[ONAL DETAIL CAUTKN! rtrcnm t I UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE STATE LAW REQUIRES THAT CONTRACTOR CONTACT APPROVED THE ONE —CALL UTILITY LOCATE SERVICE AT LEAST 46 HOURS BEFORE STARTING ANY CONSTRUCTION. Z — W — � 3 aLL J LL LL r O I�AAY 1I3Cn DRAWN: o , DCI NO DATE: 1 1 1 1 1 ioPOSED 30' DEDICATION US PROJECT Lu I _ _ 11+00 2ND AVE SW +41 1 I � I f f i 1 I I I 1 j � GRAPHIC SCALE (INS') 1 Inch = 20 tL I — �a• •oD cn CA CTI (n MATCHLINE C1.12 N _ NOTE: CONTOURS ARE APPROXIMATE. REFER TO ROAD PROFILES AND SPOT ELEVATIONS (SHEETS C1.4-C1.9) FOR ADDITIONAL DETAIL Q. I I E �• I 1 r 9oL `�- �i 1 Q00 I /r i rar i i aim no i© i i i i m w QQwilill ® i i '�-i4-i MATCHLINE C1.t1 251 28 •-262 �� —2728s— � UNDERGROUND ��EESS MONI EXIST IN THE AREA AND UTlUTY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. PERMIT NO. A OVER 170 D U N C Comp 145 SaWJ55rh Sc a1e, ry � Phone 1 Fax 20 J J Q � W J Q w J 0 J W >LL LL O Z 0 N W IZ 60 f :I ,AND --PL; � . • / \ • - �. . •' �' :�.. _ �. � . � - •�—r=-�,:� �' � :: �,�*-.. _ . � � � ' °,sue �. AS —ol AL �= � - •:: - - - - • '•'fir•: �. .� • Ii `% •S r1� t N �� '`^-'F- .�'�-,•--��, �^5+89-.•r••� :��-• ems; _' - .��; - ' � ' ''•� . .fit 'r �`'' '•. 2 ��'`�'�' aY, J,� _ FF -------� L% ' f R SET-f I_I ! G i JSEE PLANT LIST 1 I ��- °� F' AND TREE INSTALLATION DIAGRAM -- J — POND � � � _ __. � ON SHEET 13 .ice � ._ � 6 Q � � _ _ _ ~w- •�_ �, `\ -21 Q r OF BMW Cf STATE OF MWSHIGRAPHIC SCALE �i RE(;T, croN r �Icct ASI�A STREET TREE PLANTING PLAT g wv�1)6ULO hL ' 2833 Ivit. St Helens PIR B SOnsh VILLAGE GREEN COTTAGES WEST rFRarFircrFw1 M SmWc. WA 98144 1 257------� \ • r�� \\� ' 1 A �/ v C \ � M 5 r•� n 6 1 � I Q -\j4�00' Z � �' .\• _ .. •- �� k c�•— ..ter r• ;VIND AVE SW F . ... `..�..-,",. •l..- `- Jam , .' ^� ��:� 2'�ihs-ef".x'�j �. — _ _ kpP69 I 1 3713(9 59 1 yi�v: \ f R 259 Al L) 29)� GRAPHIC SCALE 1F All. 1 faah gm00 R FP fpf PIP MATCHLINE SHEET 3 SEE PLANT LIST AND TREE INSTALLATION DIAGRAM ON SHEET L3 REC MAY CITY OF F BUILD STATE. OF WASNINGTON �.;•�.--:•_- , tea>.ssT -o NED GULBRAN ASLA %d.cape Architect STREET TREE PLANTING PLAN j �k�JI c 2eat St Helens Place South Seattlee,, WA 98144 VILLAGE GREEN COTTAGES WEST I I c•��^��u��l r I I 1 I 10,00 — �L- 2ND AVE SW i W i r ! 0 I I � r M I � GRAPHIC SCALE re n u III Im i 1 inch . 20 ft QSidewalk Roadway Mako 3' - 0" did by 3" high .� "snuat'amuntl nee- Place "I / compoUed mulch 2"deep In saucer. r r Two pressuwtreah:d poles 8 fL long and Plastic ties. L.wc onds 07� Block out0 Mile iidcwcik Aj worl mm kaumnc Rt=ndevft� 12'� dittiv"eA I rill as- 1p� 1 Nat requiredwheKphmiieaw/ is5'.6-er wider- / J � 1 � d Shvd Tree Installation Q 1/4„ =1'-a' I � I � l der r Ifii s�l�l�ti®®1.1� i@ �ti ilio>•11`iii� ®ilk 1 MATCHUNE SHEET 1 MATCHUNE SHEET 2 �.� >* � •y lam. �� Iti Iti � � ...� I.r � I� 111i 250 -25 256, -262 0—� —� �� — —4 _ 104 G 8 STATE _284 �11 CODE [BOTANICAL NAMEICOMMQN,NAME Tr,m In 4 Foot Wide Planter Strip AC ;Acer campeme'Queen Elizabeth'/Hedge Maple AG Acer griseumlpaperbark Maple ML •Msghplie ■ loebrnri 'Me W/Merrill Amllnolla MR MOW 'Robirnon'/Rcbinsan Crabapple Trees, 30 foot spacing - Total Number ITree$ In 6 foot or Wider Planter Strip AS : Acer sacchmm 'Green Mountain'/Sugar Maple CO Carpinus betulus 'Fastiglata'/Columnar European Hombeam (6' branching) FA ' Fraxlnus americena 'Rose Hill'/Rose Hill White Ash FP ', Fraxlnus pennsylvanica 'Patmore'/Patmore Green Ash Large Trees, 40 foot spacing - Total Number Number of Street Trees QUANTITY SaE 24 2.5" cal. 19 2.5" cal. 24 2.5" cal. 22 2.5" cal. 09 7: 2.5" cal. 3 2.5" cal. 2: 2.5" cal. 13 2.5" cal. 25 1142 t5.200 9f IZL CITY Wds pe Arch N ASLA I STREET TREE PLANTING PLAN �tlag� Atrl�t,� . - -Helens1. Place South VELLAGE GREEN COTTAGES WEST