Loading...
96-104214 CITY OF �� - •- �� (206) 003-6210 33530 1ST WAY`SOUTH FEDERAL WAY, WA 98003 6210 • Dec m r 31, 1996 Brian Alvis, P.E. P.O. Box 1624 Auburn, WA 98071 RE: Proposed Commercial/Light Industrial Facility, File #PRE96-0049 - 955 South 356th Street, Federal Way, WA Dear Dr. Alvis: Thank you for meeting with the City's Community Development Review Committee (CDRC) on December 12, 1996 regarding the proposed 29,000 square foot commercial/light industrial facility at 955 South 356th Street. This letter summarizes the pre-application conference, at which time committee members discussed development standards applicable to the project. The various comments from other agencies have either been included as enclosures to this letter, or have already been provided to you. All code citations referenced in this letter are enclosed for your review. LAND USE DIVISION (Jim Harris, 661-4019) 1. Review Process & Land Use—The pre-application submittal does not identify any particular uses for the proposed building. Due to the generalized nature of your application, many of the responses included in this letter are general in regard to development standards. The site is zoned Business Park (BP). Uses allowed in the BP zoning district can be found in the BP enclosed zoning use chart. In general, the BP zoning district is intended for the following types of land uses: manufacturing, assembly, distribution warehouses, light industrial, and accessory office and limited retail uses. Review the use chart notes closely to determine provisions regarding accessory office and limited retail uses in the BP district. Without a specific use identified for the site, we are unable to determine the required zoning review for the proposed building. Many of the uses allowed in the BP district are allowed subject to Site Plan Review, which is an administrative review and requires a written decision by the Director of Community Development Services. A Site Plan Review information bulletin is enclosed for your convenience. Process I review can be used to increase building height in certain uses. Process I review is an administrative decision with public notification of the application. Uses such as lumber yards and gravel yards (FWCC section 22-863) may be allowed subject to Process II review. Process II requires a Hearing Examiner public hearing and a written decision by the Hearing Examiner. Process I and Process II bulletins are enclosed. Brian Alvis, P.E. December 31, 1996 Page 2 2. State Environmental Policy Act (SEPA) — Compliance with the State Environmental Policy Act is required. An environmental checklist must be submitted and reviewed prior to the city issuing an environmental threshold determination. All property owners and residents within 300 feet of the site are notified of the decision. Public notification includes posting the site and publication in the Federal Way News. SEPA review must be concluded before the site plan approval may be granted. The applicant is required to provide stamped, addressed envelopes (with City of Federal Way return address), and a list of all property owners, residents, and tenants of properties within 300 feet of the subject proposal. 3. Parking— Required parking is determined based on the use of the building. As a use has not been identified, the required number of parking stalls cannot be determined. Consult the zoning use charts to determine the appropriate parking ratio for various uses. Pursuant to FWCC section 22-1378, if the zoning code does not specify a parking requirement for a particular use, the Director of Community Development Services shall determine the parking requirement on a case-by-case basis. In order to determine the appropriate quantity of parking stalls, a parking analysis may be required with a formal development submittal application. Modifications to increase or decrease parking standards may be granted by the Director of Community Development Services based on the criteria contained in FWCC section 22- 1398. Full size parking stall dimensions are 81/2 by 18 feet. Compact stalls are 8 by 15 feet. Up to 25 percent of the proposed parking spaces may be compact size. 4. Bulk Regulations —As previously discussed, specific setbacks cannot be determined without identification of a specific use for the building. As a reference, the following minimum setbacks from FWCC section 22-861 apply to fabrication, assembly and distribution facilities: V Front minimum setback between 25 - 50 feet. V Side setback minimum of 20 feet from side property lines, however, the west property line requires a minimum 25 foot setback, due to the required perimeter landscape buffer. V Rear setback minimum of 20 feet. Please be advised that larger setbacks than those identified above are required for other uses allowed in the BP zoning district. The zoning code use chart notes and the design guidelines must be consulted to determine the minimum front building setback. For corner lots, the applicant shall designate which of the property lines is the front and the remainder of the lot lines will be determined based on the definitions of property line contained in the FWCC definition section (enclosed). i Brian Alvis, P.E. December 31, 1996 Page 3 Please be advised that when required landscape buffers are greater than the required setback, the required buffer will constitute the minimum setback unless a written landscape modification approval is granted decreasing the required landscape width. Additional information on required landscaping is included below. If the project requires dedication of land to accommodate right-of-way improvements on either of the adjacent right-of-ways, building setbacks shall be measured from the new right-of-way line. An average building elevation height of 40 feet is allowed for most structures in the BP zone. Many uses allow an increase in height to 55 feet, if approved through Process I review. However, portions of buildings within 100 feet of a residential zone may only be 30 feet above average building elevation for all BP uses. The west property line is adjacent to residentially zoned property; therefore building height is limited to the 30 foot height restriction. Any rooftop mechanical equipment must be screened from the street and adjacent properties. 5. Design Guidelines —FWCC Article XIX, Design Guidelines, applies to this project. The following list briefly identifies major elements of the design guidelines. Please review the enclosed design guidelines for all applicable design elements. a. The design guidelines emphasize placing parking areas behind or beside structures in the BP zone. To meet the intent of the design guidelines, the building should be moved toward a street frontage and the parking should be placed behind or beside the display area. b. Pedestrian connections from the sidewalk to the building, and parking lot to building, must be provided and delineated by separate paved routes pursuant to section 22- 1634(d). c. Two of the four facade modulation and screening standards under FWCC section 22- 1635 must be met. d. All applicable design guidelines must be implemented in the project design. Please carefully review the design guidelines and show how all of applicable guidelines are met. 6. Fees — As a use has not been identified, the specific cost for the land use review application cannot be determined. Site Plan review fee is $1,218.00. SEPA environmental review fee as part of a project is $472.00. Process I fee is $1,313.00 and Process II fee is $2,163.00. Additional fees may include Public Works plan review fee and building permit fees. Brian Alvis, P.E. December 31, 1996 Page 4 Building permits must be obtained before any work commences. 7. Required Landscaping — A preliminary landscape plan, prepared by a licensed landscape architect in accordance with FWCC Article XVII, Landscaping, is required as part of the site plan submittal. The landscape plan must contain the following elements: a. Buffer Requirements — FWCC section 22-1566(i) requires type II visual screen landscaping 20 feet in width along the south property line. A minimum of ten feet type II landscaping is required along Pacific Highway South and South 356th Street frontages. Type II landscaping is intended to provide a visual separation that may be less than 100 percent sight obscuring. Type II landscaping includes a mixture of six foot tall evergreen trees and 1.5 inch caliper deciduous trees, interspersed with 24 inch tall shrubs and groundcover. Pursuant to FWCC section 22-1566(i)(2), 25 feet of type I landscaping is required along the west property line adjacent to the residential zone. Type I landscaping consists of evergreen trees, large shrubs, and groundcover that will provide a 100 percent screen within three years of planting, or a combination of 75 percent evergreen and 25 percent deciduous trees, large shrubs, and groundcover, and backed by a 100 percent sight obscuring fence. b. Parking Lot Landscaping — Type IV landscaping must be provided in the interior of the parking lot in accordance with FWCC section 22-1567. Twenty square feet of interior parking lot landscaping must be provided for each parking stall for parking lots with 50 or fewer stalls. Parking lot landscaping shall generally be provided at the end of all parking rows and dispersed throughout the parking area in a manner to reduce visual impact of the parking lot. Pursuant to FWCC section 22-1567(c), the minimum width of planter islands at the end of 90 degree rows is six feet. The planter islands shown on the site plan are less than the required six foot width. c. Plant Species —The landscape plan shall state how it conforms to the drought tolerant plant species requirements of FWCC section 22-1564(f). d. Screening —Trash enclosures shall be screened from abutting properties and rights-of- way by a 100 percent sight-obscuring fence or wall, and appropriate landscape screen. e. Significant Trees - A significant tree inventory must be provided with the land use application per FWCC section 22-1568(c)(2). Significant trees are generally defined as twelve inches in diameter, or 37 inches in circumference measured four and one half feet above the ground and in good health. Significant trees shall not include red alder, cottonwood, poplar or big leaf maple. If the development on the site requires removal of more than 75 percent of the significant trees on the property, significant i Brian Alvis, P.E. December 31, 1996 Page 5 trees shall be replaced in an amount equal to 25 percent of the significant trees which existed on the site before development. Replacement tree standards are found in FWCC section 22-1568(c)(5). In the BP zone, significant trees in perimeter buffers must be retained. f. Modification — Opportunities to modify landscape requirements are available pursuant to FWCC section 22-1570. 8. Signs — A sign permit must be obtained under a separate permit. Pursuant to FWCC section 22-1601(A)(2), BP zoned properties qualify for one freestanding medium profile sign, which includes either a monument or pedestal sign. The maximum sign area is 80 square feet, or 40 square feet per face for a single tenant identification. Wall signs are permitted, and are limited to seven percent of the exposed building face to which it is attached, provided no individual sign shall exceed 240 square feet. 9. Miscellaneous — a. Wetlands and streams are present in all directions of the subject property, and may also be on the subject site. A 100 foot setback is required from wetlands pursuant to FWCC section 22-1357. As defined in FWCC section 22-1306, minimum stream setbacks are 50 or 100 feet dependant on the stream classification. A wetland and stream reconnaissance prepared by a qualified source must be provided with the land use application and must include an analysis of the subject property and all areas within 100 feet of the site. A copy of the environmentally sensitive area regulations is enclosed. b. A billboard is currently located on the site, and must be removed when the site is developed. The billboard is currently considered legal non-conforming, however the billboard must be removed as specified in FWCC section 22-335 when building floor area is increased on the subject property. PUBLIC WORKS DEPARTMENT (Julie Pappa 661-4132) Refer to the December 12, 1996, Public Works' memorandum. BUILDING DIVISION (Richard Mumma, 661-4112) Refer to the Building Department's December 12, 1996, pre-development information sheet. LAKEHAVEN UTILITY DISTRICT (Mary COSSette, 941-1516) Refer to the Lakehaven Utility District's December 12, 1996, memorandum. KING COUNTY FIRE DISTRICT #39 (Greg Brozek, 946-7241) Refer to the Fire District's December 12, 1996, memorandum. Brian Alvis, P.E. December 31, 1996 Page 6 The sign-up sheet from the meeting is enclosed. Thank you for participating in the pre- application process. As you know, this is a preliminary review only and does not take the place of a full review of the formal application. If you have any questions, please contact me at 661-4019, or other staff persons as appropriate. We look forward to working with you and making this a successful project. Sincerely, 0,1 /4cti,i,/,) Harris Associate Planner enc: Pre-application Sign in Sheet FWCC 22-1306, 22-1357, 22-1378, 22-1398,22-335,22-1601 FWCC Article XIX,Design Guidelines FWCC Article XVII,Landscaping Site Plan Review Submittal Requirements Process I and II Information Bulletins Public Works Memorandum Lakehaven Memorandum Fire District Memorandum c: Julie Pappa,Engineering Plans Reviewer prcappl\9649.1tr SIGN UP SHEET BCA ENGINEERING SOUTH 356th & PACIFIC HIGHWAY PRE-APPLICATION MEETING PRE96-0049 December 12, 1995 Name Address Telephone# uu F liivkIf i1P��lS C.O.s• 33516 Lit ( tA) • S,F— 3 le6/"`6 t l Plv,T \ 6 -1 n6 Gt2'o'u wPrr cf3"'","',� re-e—c- (a/Q( — 4-J 0 3 eobeyt yt A,2t ttme-r g40-2111.4%. �u& 1 062• 13 i- III. Art A``3%S V O• .55,1 Aar LA- 16a $04-8E6? /f�� ✓��lea r p2/// -7._C 5 r—.f=/`) I O, ! !e%?al_'-/2/ '6 I�/L/ /,(-. 4 NARY C055E77-6 IAKEI-iklal (ITIC(TY b/S7RIC7 '3 e—6-11-06 �A y SLhu 7i ' Pubic Work.S C'�,l `tom -1 Z4.l { 0/s> Jti/ice 7W mid Pzi4hc "-�4,s' ��v 3353 its PRE-1EVL,LOPMENT INFORMATION FEDERAL WAY BUILDING SECTION • 661-4000 h(� %w F-l l - 2 d i t_ 1-1 .rffi r 1 )i% fl4L1 SIC- ,; -• I r"? - I H-/{Q.. ROJECT NAME OC&UPANCY TYPE CONS 1 RUCTION • 1. Submit with completed application for permit, eexesa complete sets of plans of 24"x36" maximum dimension (include architectural,structural, electrical,drainage,utilities,and landscaping). Provide three each 81/2"x11" and three full size site plans for addressing multiple building sites. 2. At submittal provide two sets of structural calculations prepared by a professional engineer, registered in the State of Washington. 3. At submittal provide two copies of soil investigations and reports, as specified in Chapter 29 of the Uniform Building Code. 4. At submittal provide two sets of energy code calculations, including lighting budget. Washington State Energy Code (1991). Non-Residential Energy Code (NREC) effective April 1, 1994. 5. Provide two copies of King County Health Department approved drawings. > 6. At the time of submittal, those regulations which are currently in effect shall be applicable to all project plans and specifications. The City of Federal Way has currently adopted all Uniform Codes,? .. 1994 edition effective June 30, 1995. X 7. Washington State Disability Standards apply (WAC 5140). X 8. Special inspection by an approved testing laboratory is required for site welding, high-strength bolting, piling operations,sprayed-on fireproofing,structural masonry,and cast-in-place concrete. Include testing lab selection and personnel credentials with building permit submittal for Building Section approval prior to construction (must be WABO certified agency and inspectors on January 1, 1994). 9. Separate permits are required for demolition, signs, rack storage over 8' height, rockeries and retaining walls over 4' height, etc., refer to the City of Federal Way for electrical permits. Plumbing and mechanical should be included on the main application for permits, described in #1 above. X 10. Revisions to submitted drawings will be subject to additional plan review fees, if on larger sheets than 81/2"x11". j 1 Oi , .(. .1•14 T0 > 11. Minimum estimated fireflow (gpm) 12. Provide TWO FULL SIZE SITE PLANS APPROVED BY THE FEDERAL WAY POSTMASTER, showing approved locations, when installing gang-type mail boxes. X. 13. No building or portion of a building shall be occupied or used for storage prior to the issuance of the CERTIFICATE OF OCCUPANCY. 14. No work shall start prior to the issuance of the permit. >!: 15. Other: t<1f ` r �i� �' lam; / PREPARED BY DATE ritE IX v.nu( City of Federal Way Building Division 33530 First Way South Federal Way, Washington 98003 (206) 661-4112 Plan analysis based on the 1994 Uniform Building Code Project Number: PRE96-0049 Date: December 12, 1996 Project Name: Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy Contractor: None Occupancy: S1,F1,B Designer: BCA Engineering Construction: V-1hr Engineer: BCA Engineering Analysis By: Ken Cornwall NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1994 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code (1994 edition) with permission of the International Conference of Building Officials. Sprinkler system used for allowable area increase -- Sec. 505.3 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Public way 168.0 Feet 127.0 Feet EAST Public way 186.0 Feet 136.0 Feet SOUTH Property line 40.0 Feet 40. 0 Feet WEST Property line 40.0 Feet 40.0 Feet Allowable area increased 100.00% for open area on 4 sides. -- Sec. 505. 1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Manufacturing Fl ok 12600 84000 0. 15 ok 1 Storage/Stock Room S1 ok 13000 84000 0. 15 ok 1 Office B ok 3310 84000 0. 04 ok TOTAL FOR FLOOR 28910 84000 0.34 ok BUILDING TOTAL 28910 84000 0.34 ok Page # 2 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy The actual height of this building is 20. 0 feet. The maximum height of the building is 50. 0 feet. -- Table 5-B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S1 1 hour 1 hour None Any No Fl 1 hour 1 hour None Any No B 1 hour 1 hour None Any No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S1 1 hour 1 hour None Any No Fl 1 hour 1 hour None Any No B 1 hour 1 hour None Any No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S1 1 hour 1 hour None Any No F1 1 hour 1 hour None Any No B 1 hour 1 hour None Any No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S1 1 hour 1 hour None Any No Fl 1 hour 1 hour None Any No B 1 hour 1 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503 .2.2 Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 1 hr Interior nonbrg wall Any 1 hr See Footnote #5 Structural Frame Any 1 hr Exterior Struct Frame Any 1 hr See footnote #1 Floor/Ceiling Assembly Any 1 hr Roof/Ceiling Assembly Any 1 hr See Footnote #8 Stairs Any None Page # 3 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 5) Nonload-bearing walls within a tenant space that are not part of a lhr corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant-treated wood c) One-hour construction (any material) -- Sec. 601.5.2. 1 8) If the entire roof structure is 25 feet or more above above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 606.5 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3, 000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3 .1.2 .2 When sprinklers are installed in the attic, the area may be 9, 000 sq.ft. and the greatest horizontal dimension may be 100 feet. OCCUPANCY SEPARATIONS -- Table 3-B Si-Fl Ohr S1-B Ohr Fl-B Ohr HEATING EQUIPMENT SEPARATION: FOR S1 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302 .5 FOR Fl OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR B OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302 .5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an S1 occupancy. Page # 4 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC RATED DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Manufacturing 63 2 1.1 No Yes Out 1 Storage/Stock Room 43 2 0.7 No Yes N/R 1 Office 33 2 0.6 No No N/R 11 TOTAL 139 2 2.3 No Yes Out Rated corridors are to have lhr fire protection on both sides of walls and ceiling. -- Sec. 1005.7 Door openings are required to be protected with 20 minute assemblies. -- Sec. 1005.8.1 Window openings are required to be protected with labeled 3/4 hour assemblies. -- Sec. 1005.8.2 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1003.3 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1013 .1 Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- exc. 1 Door swing is based on Sec. 1004.2 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec. 1003 .2 . Exit width is to be divided approximately equally among exits. Width shown for all areas is based on other exits. (0.2) Width shown for 1st floor is based on other exits. (0.2) Width shown for other floors & basements is based on stairways. (0. 3) For the minimum width of doors, see Sec. 1004.6 For the minimum width of corridors, see Sec. 1005.2 For the minimum width of stairways, see Sec. 1006.2 FOOTNOTES: 11) Corridors within an office space with an occupant load of 100 or less are not required to be rated. -- Sec. 1005.7 exc. 8 FLUSH AND SURFACE BOLTS: Manually operated edge or surface-mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1004.3 Page # 5 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy LOCKS AND LATCHES: All means of egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. -- Sec. 1004.3 Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1004.9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1004. 10 TRAVEL DISTANCE: The maximum travel distance in this building is 200 feet. -- Sec. 1003 .4 BUILDING ACCESSIBILITY: 1) This building including each tenent shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117. 1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103 .2 . 3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104. 1. 1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall eitherincorporate an area of refuge within an enlarged story-level landing or shall be accessed from an area of refuge. -- Sec. 1104. 1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2 . 1 4) Each area of refuge shall be sized to accommiodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2 .5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. Page # 6 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controling the water supply and water-flow switches shall be electrically monitored. Valve monitoring and water-flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904. 3 . 1 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2 .1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804. 1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 INSULATION NOTES: 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Page # 7 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. ADDITIONAL REQUIREMENTS: For S1 occupancy For Fl occupancy For B occupancy Page # 8 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4. 1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4. 15.2 . 1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4. 15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4. 15.2. 3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4. 15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4. 15.4. 1 6) Forward approach units shall comply with 4.2 . Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4. 16.3, 4.2.3 & Fig. B4.2 . 3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4. 17. 1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4. 17.2 & Fig. B4. 17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4. 18. 3 .1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4. 18.3 .2 & Fig. B4.18. 3 . 1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to Page # 9 Code review for: Project Id. : Light Industrial Facility Address: SW corner at SW 356th & Pacific Hwy to the water closet. -- Sec. 4.24.2.2 & Figs. B4. 17.3, B4. 17.4 and B4. 18.3. 1 a) Side grab bar is required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4. 17.4. 1 & Figs. B4. 17.3 and B4.18.3 .1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4. 17.4.2 & Figs. B4.17.3, B4. 17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17. 3 & Fig. B4. 17. 3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4. 19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4. 19. 3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2. 1 & Fig. B4.20.3. 1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3 . 1 & Fig. B4.20. 3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20. 3 .2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4. 16.6 & Fig. B4.20.3. 1 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: December 12, 1996 ATTN: Mr. Jim Harris Associate Planner FROM: Lakehaven Utility District SUBJECT: Agenda Item No. 2 — BCA Engineering Light Mfg. Building PRE96-0049 COMMENTS: Water: A developer extension agreement will be required to extend water mains within Pacific Highway South and on—site. The water main within Pacific Highway South is designated to be twelve—inch (12") pipe size. Reimbursement for oversizing may be available, if it can be shown that eight—inch(8") pipe would provided adequate fire flow for the use on the site. Sewer: Sewer service can be provided by side sewer connection at the West and/or South property lines. Maximum length of side sewer is 200 feet at minimum slope of 2%. Owner will be required to complete a Sewer Use Survey (SUS); with pretreatment requirements, if any, to be determined upon review of said SUS. By: �• ����� Date: ry . Cossette Supervisor of Technical/Support Services Direct Line: 946-5400 TECHNICAL REVIEW COMMERCIAL Agenda Date: December 12, 1996 Subject: BCA Engineering Facility/PRE96-0049/Harris To: Development Review Committee From: Greg Brozek, Fire Marshal's Office - K.C.F.D. #39 WATER SUPPLIES FOR FIRE PROTECTION The required fire flow for this project is gallons per minute. A Certificate of Water Availability shall be provided indicating the fire flow available at the site. This project will require fire hydrant(s). Existing fire hydrants on public streets are available for this project. Existing fire hydrants on adjacent properties shall not be considered unless fire apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided. Fire hydrants: 1) Shall be located not more than 300 feet on center. All measurements shall be made as vehicular travel distance. 2) Shall not be located closer than 50 feet to any building. 3) Shall not be obstructed by any structure or vegetation, nor shall the visibility of the fire hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant. [K.C.F.D. #39 Administrative Policy Guideline No. 1004] Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. When exposed to vehicular damage, fire hydrants shall be suitable protected. Fire hydrants shall be in service PRIOR to the start of combustible construction. . FIRE APPARATUS ACCESS ROADS Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 25 ton fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 12 percent. [K.C.F.D. #39 Administrative Policy Guideline No. 1006] Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction by parking and other obstructions. Fire apparatus access road gates shall comply with K.C.F.D. #39 Administrative Policy Guideline No. 1001 or 1003 (copy attached). Fire apparatus access roads shall be installed and made serviceable PRIOR to and during the time of construction. FIRE-EXTINGUISHING SYSTEMS Four (4) sets of plans and specifications for automatic fire-extinguishing systems, standpipes and their appurtenances shall be submitted to the fire department for review and approval prior to installation. Plans shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items listed in Chapter 6 of 1994 Uniform Building Code Volume 3 (UBC Standard 9-1) that pertain to the design of the system. Sprinkler plans shall bear a Washington State Certificate of Competency stamp. An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. Area separation walls shall not be considered to separate a building to enable deletion of the required automatic fire-extinguishing system. [Federal Way City Code Chapter 8, Article II, Division 4] The automatic fire-suppression system shall be connected to the fire alarm system (last zone) in all buildings having an automatic fire detection system. The total pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 per cent less than the stated static P.S.I. from the appropriate water flow test. Fire department connections shall comply with K.C.F.D. 39 Administrative Policy Guideline No. 1002 (copy attached). AUTOMATIC FIRE DETECTION SYSTEM Plans and specifications for fire alarm systems shall be submitted to the fire department for review and approval prior to system installation. Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm- initiating and alarm-signaling devices; alarm control and trouble-signaling equipment; annunciation; power connection; battery calculations; conductor type and sizes; voltage drop calculations; and manufacturer, model numbers and listing information for all equipment, devices and materials. Fire alarm systems, automatic fire detectors, emergency voice alarm communication systems and notification devices shall be designed, installed and maintained in accordance with U.F.C. Standards 10-2 and 10-3 and other nationally recognized standards. Systems and components shall be listed and approved for the purpose for which they are installed. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. [Federal Way City Code Chapter 8, Article II, Division 4] The fire alarm control panel shall be installed at the following location: A remote fire alarm annunciator panel(s) shall be installed at the following location(s): Fire alarm control panel and remote annunciator panel keys shall be located: In a Supra lock-box to be located a' . FIRE DEPARTMENT ACCESS TO BUILDINGS Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. Numbers shall be a minimum of 5 inches in height. When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life-saving or firefighting purposes, the chief is authorized to require a key box to be installed in an accessible location. The key box shall be of a type approved by the chief and shall contain keys to gain necessary access. ADDITIONAL COMMENTS THESE COMMENTS ARE VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE PLANS REVIEWED. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMORANDUM DATE: November 18, 1996 TO: Community Development Review Committee (CDRC) Members Stephen Clifton, Public Works Development Services Manager (2 copies) Dick Mumma, Building Official Mary Cossette, Supervisor of Technical Services, Lakehaven Utility District Jerry Thorsen, Fire Marshal, KC Fire District #39 FROM: Jim Harris, Associate Planner PROJECT PLANNER: Jim Harris PHONE 661-4019 PLEASE RESPOND BY: Pre-application meeting with staff on December 5, 1996 Pre-application meeting with applicant on December 12, 1996 ********************: ****************************************************************** FILE NUMBER: PRE96-0049 PROJECT NAME: BCA Engineering, Light Industrial Facility PROJECT ADDRESS: SW corner of the intersection of SW 356th Street &pacific Highway South PROJECT DESCRIPTION: Pre application meeting to discuss construction of a 29,000 square foot light industrial building on a 2.9 acre site. ZONING: BP, Business Park PROJECT CONTACT: Brian Alvins, 804-8869 DRCroote.mmo c)(ACN 6%, )1 0( C� :VYI. � F/n WL. V11� I ^J m CITY OF • \)� (206) 00 -620 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6210 November 18, 1996 Brian Alvins BCA Engineering P.O. Box 1624 Auburn, WA 98071 RE: PRE96-0049, Light Industrial Facility at 356th and Pacific Highway South, Pre-application Meeting Dear Mr. Alvis: The above referenced proposal has been assigned to me as project planner. At this time, the application and preliminary site plan has been routed to the members of the Development Review Committee. A meeting with the project applicant and Development Review Committee has been scheduled as follows: December 12, 1996 -- 9:00 AM Community Development Conference Room, City Hall, first floor 33530 1st Way South Federal Way, WA 98003 We look forward to meeting with you at that time. Please call me at 661-4019 if you have any questions. Sincerely, 10 ";;m Harris Associate Planner MASTER ND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT . . 32530't7K WarSotithWiteaiiiiirikay,WA 98003 CATION NO. PkEa(p- OOP' Date II ' 14 /`fCo Agent <.sr -> me of Applicant -We fra,.) L. Ac.J I5 PP � Owner <sa ktsr- address '.o. 130.4. 4.24- 40300044 I,JA 4rit -I Phone 2-04,.. so4. g8 6"t ;'Signature 0 ai,`. Owner Name/Address dit."`e— Phone 1 (if different than applicant) Property Location cp5-5' so✓►►l 35'to-t'. Strn.,} CS(,,) Co Apse. ep. s - 49 f 3st,p+L) Kroll Zone Legal Description --'m+- ► "grk %C,o.4r er -nip ato 1/4- •14 ,-Kor * I/4. a¢ Sixc-"Y110%-% to 1 TevJr-,s4 2. 1 ..tcR.Tr1 1 L-Es. TL.oA-D5. Project Description �+-'v'T-�c CeiAMERt.tAt- /LI4vtl'r r>JavtRrt<<. p4crc_.TY eh...) TttE PR i"rsa-5. Parcel Number(s) Z1 2 104 - Tc,3"7 - 0 Type of Permit Required: SEPA Notice Sign Cherklict Mailed Board Site Plan Review R R * Land Surface Modification R R * Boundary Line Adjustment Binding Site Plan R R R Short Subdivision * * * Subdivision R R R Shoreline R R * Variance R R R Conditional Use R R R Use-Process I R R * Use-Process It R R R Use-Process III R R R Quasi-Judicial Rezone R R R Variance Rx R R Comp.Plan/Rezone R R Annexation R R RECEIVED Lot Line Elimination X *Pre-Application Meeting NOV 1 51996 R = Required * = Optional by City CITYBUILDING DEPT.A ENGINEERING• COMMMITY AtiAxemwevi NOV I 4 IN November 14, 1996 Greg Fewins Principal Planner City of Federal Way 33530 1st Way South Federal Way, Washington 98003 REQUEST FOR PRE-APPLICATION MEETING 955 SOUTH 356th PROJECT Dear Mr. Fewins: On behalf of the ownership of the above-referenced property, I would like to request a Pre-Application Meeting to discuss the proposed development of the property. I have enclosed a completed Master Land Use Application and eight copies of a conceptual site plan. Please call me at 804-8869 if you have any questions. Yours truly, BCA Engineering idvt Brian C. Alvis, P.E. P.O. PO\ I H,,4 M-4)B SIRE I I NW LI E ALBL'RN,A\A'4;FC I RECEIVED PH.206.OW.88I,F) FAX 1oE� o .��(): r; nV 1 5 199 GI T Y OF FEDERAL WAY BUILDING DEPT. interoffice MEMORANDUM Public Works Development Services To: Jim Harris, Associate Planner From: Julie M. Pappa, Engineering Plans Reviewer II Oil Subject: BCA Engineering, Light Industrial Facility PRE96-0049 SW corner of SW 356th Street and Pacific Highway South Date: December 12, 1996 Public Works Development Services Division has reviewed the following plan as it relates to the Subject pre-application: • ► Site Plan for the Proposed Light Industrial Building. As a result, Public Works has the following comments: Storm Water The proposed light industrial facility falls within the south area of the West Branch Hylebos Creek Sub-basin as identified in the Executive Proposed Basin Plan Hylebos Creek and Lower Puget Sound (Plan). The property is south of an inventoried wetland with a Class II stream to the west and an unclassified stream across Pacific Highway to the east. These water features are depicted in Chapter 4, Figure 4.1.1. of the Plan, (attached). The Plan identifies problem conditions in the attached Figure 4.1.2. These conditions include flooding to the east and wetland habitat to the north and southeast. The Plan sites basin recommendation WHL-5 for this area which requires "...a minimum buffer of 150 feet from the ordinary high water mark on each side of any stream or tributary." And further states that "Maintenance of intact vegetated stream corridors dominated by large conifer trees is necessary to promote stream stability and habitat." The pre-application proposes an increase in impervious surface area exceeding 5,000 square feet. With this increase, surface water runoff control is required per the King County Surface Water Design Manual (KCSWDM), the City's amendments, and any conditions through the SEPA process. This requirement includes a Level 1 Off-site Analysis of each down stream system, and includes collection and conveyance of stormwater runoff to an acceptable discharge location. The City has available 1"=100', 5 foot contour, planimetric maps that must be used for basin analysis. Information regarding the maps can be obtained by contacting Kevin Peterson, Engineering Technician, at (206) 661-4126. Also required is a written narrative on the relevance to this proposal of each of the 7 Core and 12 Special Requirements in the King County Surface Water Design Manual (KCSWDM). , f Storm Water (continued) The City has identified downstream conveyance deficiencies, erosion and habitat conditions associated with stormwater runoff. As part of this application, the applicant must provide an analysis of downstream conditions and appropriate mitigation as approved by the City. As an option, the applicant may provide mitigation as recommended in the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound (Plan). The site is located in the West Branch Hylebos Creek Sub-Basin as defined in the Plan. Following best management practices of the Plan, a storm drainage detention system must be designed in accordance with recommendation BW-2. More specifically, the detention system must be sized; using a 7-day storm event instead of the standard 24 hour event used in the KCSWDM. A 30 percent factor of safety need not be used in this sizing as normally required by the KCSWDM. Water Quality Increase in impervious surface area subject to vehicular traffic exceeding 5,000 square feet is proposed for this project. Pursuant to the KCSWDM, runoff resulting from more than 5,000 square feet of new impervious surface area subject to vehicular use must be treated before discharge from the project site. For compliance with the KCSWDM and Section 22-1196 of the City Code, the applicant shall provide on-site water quality treatment measures. Treatment measures could include, but are not limited to, installation of oil/water separators and a biofiltration Swale. Frontage Improvements Proposed site improvements exceed 25 percent of the assessed or appraised value of all structures on the property, as the lot is currently undeveloped and vacant. Per City Code Section 22-1473, full width street improvements must be installed along the entire property frontages. The Federal Way Comprehensive Plan classifies Pacific Highway South as a principal arterial and currently designates South 356th Street as a minor arterial. The Comprehensive Plan also proposes a principal arterial designation for South 356th Street. Section 22-1524 of the Federal Way City Code, (attached), illustrates standards for required improvements. Improvements associated with this project that encroach upon the public right of way will require a Right-of-Way Permit prior to construction. Right of Way Dedication Section 22-1524 of the Federal.Way City Code requires a total right-of-way width of 100 feet for streets designated as principal arterials. The site plan indicates an existing half right-of-way width of 42 feet along the South 356th Street frontage. A right-of-way dedication of 8 feet is required along South 356th Street. Utilities City of Federal Way Ordinance 91-90 requires construction of new facilities underground. Relocation of existing aerial facilities underground is required when three or more spans exist or the existing length is 500 feet or more. Traffic A Traffic Impact Analysis (TIA) is required. The TIA shall include a queuing analysis for the intersection of Pacific Highway South and South 356th Street. The intersection queue interference with the proposed driveways and the need for inbound left-turn and right-turn storage at the site driveways must be addressed in the TIA. The proposed driveway off of Pacific Highway South does not conform to Washington State Department of Transportation (WSDOT) Access Classification 4, which requires a minimum spacing of 250 feet to adjacent driveways or intersections. Therefore, the proposed access will need to be relocated. The proposed access off of South 356th Street does not meet the City's 150 feet driveway spacing requirement. To comply with this separation requirement, the driveway must be re- located further to the east or be consolidated with the adjacent driveway. Street lighting shall be provided along the property frontage on Pacific Highway South and South 356th Street in accordance with the City of Federal Way Street Lighting Standards, (attached). Fees Public works fees for this project will include the following: ► Commercial development Construction Plans $480.00 (Up to 12 hours of review time) Supplemental Plan Review $ 40.00/hour Construction Inspection $ 35.00/hour Bonds ► A performance bond in the amount of 120 percent of the engineer's estimate of cost of site work and street improvements to be performed and an administrative cash deposit are required prior to issuance of any building permits. Title A title report should be submitted to the Public Works Department for verification of any easements within or of benefit to the property. c Stephen Clifton, Development Services Manager Gary Barnett, Senior Development Engineer Enclosures L:\PRMSYS\DOCUMENT\PRE96 00.49\PW120496.DOC I Figure 4.1.1 • WEST BRANCH HYLEBOS CREEK SUB-BASIN WATER FEATURES •••• Basin Boundary - ••••• Sub-Basin Boundary ) ( Sub-Catchment Boundary v113 Sub Catchment Number ■ • 00�s Streams and Stream Number +-- " � Inventoried Wetland , ` �• •�s ' 1L • •-- , • (King County, 1983) :• 1 NO- EAS Streams' �.•.. - e Class II —' / - WH ------ Class Ill ' • •5�� 3,�,h :a t� s:o,h Unclassified • `- • a No Class I in Sub-Basin Vi v J A •ret, ' -Er ,' i ,/.4 5 IL:44 ,i ...,. / _ ....• a ....„ 4 ,,, ,...)=-,, rifix,‘••• _ 1 1 I , .._, 0 , if 4 .", , .. SFS I ' iVr ' WH ilk 2 31 e �.i �*in,., r 1 • p t.,w gii.w, / % 0,y -, of■ �`r . -, wil, , it. • NORTHW= T A-.�• • e � Federal ay • �o� • VH15 .\ •IliFrN .-&-.___ I 4,\.:....Arl a-i- ''''.: / t r� 1� WHO A, / < i - 1 ---.4�5 . St i ..4 ______* frn •\eix 2 r/ . vfi 4c,. , 1 A — .7. a I /7 (t'e '' - ' / --'ud % 111) • tmaw �3 ake fp N 1 Ne ` ,• \ ;140: 4 b , ;- ! t IP) i I •• ®35 W . .— Ili" Location Reference ••••• N4 / me O .- -- -._---.—.- Milton ■ 1991 ' i r. . Figure 4.1.2 WEST BRANCH HYLEBOS CREEK SUB-BASIN - PROBLEM CONDITIONS •••• Basin Boundary •••• Sub-Basin Boundary ,-,.., Sub-Catchment BoundaryVH Sub Catchment Number MI ° . Streams and Stream Number • ••• LI MI -:-At Inventoried Wetland ;I""•• R SL • ... t - (King County, 1983) i•• 17 z ,€ ra V 4 Flooding •• , `� ,.s iii Erosion/Sedimentation PP !:::: WH % . naW Habitat •5a u°`" / a - n381 Water Qualitym., VI ' 9. iik li Li lt, 1 iffeti ' .\_>.___.4.,‘..._rLill ,,, lig •Ner_. .• , _4 ill 4 , .2 na ill'it WH 1t !ARAI '� -1.• r.atz-4,;- 4 . % . „.- : ''''''4>ii 1piplfr, -4.. fie ;Et : ,,'' 'He AIDE „; y�i, : Federal ii:11:.: ''''; ti ,a vr _ f: ,� , ii,‘ i. . ‘ dril lJ\ • � 4 i CWH 'Irr 7 I• F a i \ 8L� • • .. -- I //I �i j-�3 , rfi - -- PTIKV Age i ' < c. _ -� 5 75�I SI 0. iit H3 ,,...1 6 • WH4 ' ° • 8% , v..* / '": 3, \ l ake 111 .1,141, ‘,4klot2.1,,tr_,N tio , 5 a. .44 _ 1, \ .; Alp. 1 i /0 R. 4crr) N . t. • > 11. 1 • lli0 .41re ,0',, Location 3:1,‘..,— 'Reference r .11_-... .1, (r, • 1 „,. •••• Milton �� .. „ , O Q I/2 I nI l• _ /- o sf 1991 4 at �. _ AN. INS project progresses tram south to norm In IDe opposite ��OP • direction of stationing. L-•Jrol references to construction features EX/ST,,NG • ���G2 = �5 0 ore mode with the we. denoted as "W" and the east ` _ _' `Si_0pE �� c side denoted as "E° -/ \ ice:b, " -et i • \ -.,�X;Ibs 2�MIN. �. `!/�!ft�• '' \ `!�Sl'a stir alz.4ti9 °i�e• •�. I�A. ♦ �. ' \ � °:rfl,i}�°tea.•• .i. ••.41 eT:ti• i. �QUARRY ROCK / SR 99 bLs \ - DITCH SECTION a \ \�\° STA.451+50 TO 450+70 2 I MP 7.47 \s\ \ STA. 45/ t 65 ''!--\\\ BEGINNING OF PROJECT \ 'i \ \\\ w o.-I24 • I I 450 \\ • - i-,,, 1 f 5P1'l. W.1.1. .i \ J �� o\\ �J/-�, B.vsh 8 Ptees / Trces ° L 91�; 9 �� Trees 54. W G.a. ,_lz �,2c "� cs, �� : vim... CL II 2.C.5.P. 18" � Sc----- -!._, — ri -�, �GT MT ° �� Ca V U4 v I N 22°48'15"E o I I o \;y \� . - . v—v—o—e—:—• • (� I I •° to I - _-_CL=t 2C,.S.P 18" _ 2 If Trees S i I 1 .... Bn.,54� -' lsi /`�,_c—'-�"� -� T` 1uR-I !, - V ---) O G avnl S \ 1%6° rn °. . 1 In 1 rO \ \ . 5TANDARD FRAME tT GRATE 50 0 50 100 \ Scale in Feetk.SPHA \ :LASS CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT • \ :LASS ES 0.12' 1 - CLASS B 0.12' CLASS 8 0.12' \ Iit if•-ii/ „LL!! /,=„na .,,=,/r_� �IJ LT ///_,,,=„/ LEGEND UNIT U UL—a III \ CS.T,C.-- % C.S.TC. . ('�I UNIT U -P I' _ UNIT N I' •1 RI I' UNIT N I' C.S.T.C. . 0 CATCH BA51N O . CONCRETE INLET OS' V A';v► A'•`'' ' y-:• +yY—'CONCRETE CLASS C �Ul,�j.:.•-- I I _ 0 MANHOLE '� I I I.p f v 1 •� \. ° .:a I,'►.`�R £ �O.S' � DI C.H2 PIPE ,t_�••',. • ;►•., ..O.. KI I I I"•g :•Y • -f 6' -' I I 11 DJCRETE`CLA55 C SEE NOTE I I SIDE VIEW I CONCRETE CLASS C ' HAND PLACED 21PIZAP I END VIEW I I I I I I BELOW I I - I I I I I I -- UTILITY ABBREVIATIONS II II II P.N.B. PACIFIC NOQTHWEST BELL TEL.CO. P.S.P.E L D L. PUGET SOUN Pc WEIZ * LIEHT CO- 1.�J I� W.N.G. WASHINGTON NATUAL GAS C . WO-I 2 4 KING CO.WArEE O15T21CT NO. l24 NOTE: REMOVE A PORTION L.S.O. LAICEHAvEN SEWER DISTRICT OF EXISTING CATCH BASIN DOWN • TO GRADE ESTABLISHED EN DRAINAGE ABBREVIATIONS ENGINEER. PLACE CONCRETE CLASS C ON ALL SIDES TO - C.B. CATCH BASIN PREVENT FROM ROCKING. CL.II E.CS.P CLASS II EEIMPORCED CONC. SEWE2 PIPE U.D.P. UNDEIEDEAIN PIPE •GROUT ALL JOINTS. D.P D2AlN PIPE P.C.5.P. PLAIN COLIC2JETE SEWER PIPE MODIFY CATCH BASIN • • 99 • CS 1-7O1 '4. ' STATE FED.AID PROJ.NO. "a' SnEErs DIVISION OF HIGHWAYS "EW Pro;-Ii05$t3A°!, �► Washington State • J L A I O WASH „row SR 99 , EUED J.G. KERR — /,� Department of Transportation S.359TH ST.TO S.333RD ST. JOB NUMBER SHEET u-EN6R. DCP 83wO23 �.,.• I R.F. HAUKAP Or C ADM. CONTRACT NO. Fab 28,1983 ' Z12KLE APPROVED DRAINAGE PLAN 55 DATE REVISION BY APP'D SHEETS I , ... i ' cl3 $: < — i -- .:_ �: - r -.. • ......_... — i it ! i- I �......0 . • r — —r h W. ... •• yt N Ul .N Iris a i nd '�� I s..... .1 i h 5.95T_�—_.2QQ , d 220 I i_230• ± it i SXV 12'........` I _ ; N : - ----------- 'j; -----------._._.._...----h.<....-__.:.. u1.--— _ _ ,�_w, 1 Ltr :...AS•P I { t........ - I o Ez::�t:18."i ` � :..-:._ u EXist :!�.. i i f' 2 5,C; 21Q —_' —.�_220-.0 tl I ±F� F. 6r. Oq.....i :!:3:3�6�5' �� I 0�7. ±## h+ I n I N�j A M I i�w ..Ins f -m �� r �`� 1 N� n 90 . 1 i ,Q if:::::::1 :� t£ri ]9:.5 bJ LLU I JO JW I — - i W I JD • -a_t�J`�— '�°4�• u ; °°° °_°` .. :I:::: ::: I ....... i .._.... ...4 8 4 7 4 4 '' U i �n i I :: 1.70 f I t —�o� el , Ip.W .... 1 `' I i-. ...lh U i J J 1 450 : 49 4$.. 47.......E 4L5 1 : i ..... .........j 452 51 450 4r 48 4;7 46 45 414 ..... ..' 1 • �•,, i • i I i. i ? i ! l i ! , : :: i ' I i ± i 1 ............ ....... ......... ........ . , .,,,.. , . ,L. i. :„:____„_.„. I T I 1 1 I I 1. . . ! t:~ .. . . . i,,, I 1 i I , i ,!. i''- • - I I 1 E 3 f I __.-... • _--`i 1 I i tin [ i ! �• W + i N Fq �, I t { i 1 hN:: ...::::. Fl4 r i i - i —N� 1 i i i i N ' I i • i I i j i I ! ri N W -1.627 I ' I i 1 3 250 I ' 1 l i In N 0 I I �■ 200 ?5(� �.� �3.),. ' i € i N d„! �� ,,1/4i. �� N M1 •vD'p. ' N Nit(i d�. I a0• I d �.•: N OW N fq. I',wiloiE051 13 N Id N 250 i 1 '. WI ...: ::.` :�� � .• I_::: ,nwow m .i.....N:�ia NU u I In to i U :`r,' ... pr - •Z, 'i 1 I t I I . "7-;:- ''' •....... "',l'''-'1 T. I i ��' 0 Q 1 1! N U ! ...u.W Ic. .aa7:. r:5o CI;, .•• N . 21 420 19 18 417 ;j, N .N u I 428 27 26 25 Z4 23 422 {: ... :: 2O $..i. .......In N LL j I 1: ..� .. i �,V j I ; .a: ::In N m t ',.tt! 25 2 4 2 2 ........ ......... ......... ......... ........ (.. E. ! i i !IL 1 ` I P.Ip^ : h to in- 1 ! I v 28_ ------------ i i .0 .+1� j M- {fit i Q"1 i .......: :........: i i - ce_.+ -_iddl 1 0 v i a•dd ± 0� z�z9 In in 27.0 ___.. - - — — d —E��.3t.rz~ .. — `� l 1 �" 1 ( ?5 g �.. 1 I .� ! I V ! 'Q o �i ` I - ..- —.-. i. 1 , �. G i • I � I Ada `�� �JW O.- a s Q. • I �.. m.p 26 s �? • c?7c : I ! � N � Nm LL h�. N' eftrs:to iht s<+ ejr numl3t zefe'rs:-to:t�;e coi ssYYu r, N n N�. i LL v I h LL i r .A .F.PIA!<+S ...fea iJre.:1Z L d.or. a - ...... ..... ....... ..... ...__......_._._..__......._....---- of.the: o:tr c y. ... --..... ....... • • art!cu:lar ;stvEaet... - Nix � r. LL i I L i i i ;. i �- � ..... i .. ; is I i 13 412 i i ! • 4.1.5..................._..14...-_._._..-...-_.13..-................4.1.2.._:... I 416: 15: 1;4: , i •... ......... .... -... -... I ....... .. .. . .. . .... 1 I . '.. is I I i I 1......... ......... .........I::::::. ... 1 .......:i:.......:i:........i........ i i i i n ..... ......... ......... I i } I I � i Ammo.., t` ... .........i.........1......... .........; ' REGION SHEET TOTS I , : Sl•99 Cs 1701 NO. STATE FED.AID PROD.NO tp sH Wj r' DIVISION OF HIGHWAYS LS540 Pro I.IIOSSBA4G �►. Washington State II DRAWN J L A 10 WASH a�'"Opti SR 99 REVIEWED . . KcRR I�1 Department of Transportation S. 359TH ST.TO S.333RD ST. 1 J G CHECKED H MC JOB NUMBER SHEET 25 PROD.ENGR. �-F. HAVICAP 83W029 •• OF GIST nn.. CONTRACT NO. PROFILES 55 ._. ^•• ISHEETS- r Fab 21E0983 DRAINAGE • N O) co N N co O CO N t` CO O N N N N N .- CD CD CO I- h 0- V. O m O_ V' In O N 0-- 0)N CD 0 N5. cc « M N O O N M t� 0.- COCD CI) COM CT) U) IA c0 c0 M N CO COCO N CD CO CO"p O If) t` CD t- CO W CO CD CO. V' U) N O) O) O N CO CO CO 0- I� V O) m (O O N U) tD V' O x- a-- I- coC6 CO-,a, Lou) I- (.6o, co D) N N O N.m O CA .0) V' V' V' O).0 U) IA M co .n 00 V' O 6'00 V' M V' N N (0 N coU) O) r- coW co co N co co sr U) N O CO CD O U) c0 cor- U9 co coco -a N co co NO CD ] CT) CD <- V' U) CO N V' co co -,1- coO U) O co a) .- co co sr N. co coCO lb coO co N N n N U) cC V' U) .- h cO co co CD Q N 00 M M co- (O t- O) N V' c0 V O U) CO O) O c0 O O 6 N N i0 .- (V N N CO CO CO M 0) ("1 CO V' V V V V' V U) U) CD CO CD CD t` n t` co co co 7 � E E • U 0 _ _--_, -1 r- -----,---- 0) CD CD O N CO 0) V' U) 0- U N ) O O O 0) O O O U) CDO O O N- U) O N CI) V' IA IA N N M 0 V' (D N c0 M 0) 00 O) V O) O N M N N 0- O N CO CD CO 0 V' CO 0 V' M I,- V N t� V' CO IA N 0 CD V' O N U) N 1A .-- CO 0 CO CD Q N V U) CO. O O CO O ,- N O Q 0 O) 0 t` V' 0 CD Q V' 0 0 N CD 0 0 �p CO M N O O) 1. O co- co N_ O n U) (. N V' M O U) O co- co U) O t\ U) co c0 IA O O) CO- CD CO. O N- Z) CD V _ • U) CO M 0) M 0) 0) O V• n N CD O LO CO 00 t- CO CO U) 0) N CO 0) 0 t\ U) cO CD CO CO N CD F- h N O CO N 'I' 0) CD 'I" 0- Q n co N N U) CD CD CO ..U) V' IA CO N N O) N N CO CO N CO N N N CO- O V' Q - ID V' M I- N x- c') .- N 'N x- N Cr; N CO- U) U) M N U) c0 N N .;... .: -ems-..r- U) co::E[k O O O O O O O O O O O U) O O O O O O O O O O o o N U) O N CA V' U) IA N N 0 N 0%01:. 0 N:::: N M N N N CD Q co Q co I-- -ccN F- V' co U) h 0 O co c0:W. O U):_, U) CO O O , N 0) O n V' O (0 V• Q O O N CO O O N tri M W .�r.'. O U)�: N V• M O 0) U) t` U) co- (O 1A O CA co O co O `ry:� ��77 co O U) h CO a) I- CO O) h 0- N CO CD CO O) N CO O N CO:101: O r N N CD CO CA V' t� O) U) N 00 .- 00 .- Cr N CO N N N N CT) O.c? (0 C) ,- N N — N CO N M In U) M N N 0 O.appy. N :?)( 0) N t`• co C!} 0 n ,-:00 N X4 CO N- N C) CD Q#, N- Tfi: Ol co co :: .- ::iC r N M O O :; i U) U)•:T :::*, Q O .•�{�C'� N .• O O t` N C') O::P.,: U) cq o IL ''iii O CO M':V." e- ::CY { O : CO N N U) n O Q N:: N V O 0) N N 1A iipi,i C 46 CO c r M ail: x- :;vf: CD iiiiiii H - ::. a^ ii Z t , :::. an.- O . 0 O o o cc O r) N- V' :Si3:' N O U) d V CD M M n• CO WA x- :,:et,. V ~ U w U co zrr: a) ;'zit O O O O H O N- I- M N O: i CO CI) CT) CO CO N COO V' P. CA I` O CO , V' O y?CF. OD 0 a- Q 0) V' co-t.6a co U):: co- co- U) N O -1: N O 0 ccrl O M:9f N.CV [O;:, n O V' N V' '- 0 N V' Q M :LA: x- M a-- Z .:: O N O. 0 ::Q COO 0 0) CO CO 0 U) V' CCC V co O t� I-- CO. N M 0 H r) co- , M :t) co" V• M co- C%) N CA O (A UO _ 0) CV CO N N CO 0 N N :: N V' N N :: x- ::w"y e- c v_ v 0 Q Q E Al 'U -E2 y C ` a OmN E z NR (n 0 N N c « p EU) ° v U) a 0 , ai ?: 0 'J % N C. C N N R o a' Na' O, U d O O 2 N C a E c V c a v) N a m - cNU 2 Q m 1 p 1 3 NJ jCC c NV N L. - aN O U ,, n = rC) m YY N c m N C p, y p o a O o y a J 01 « V (D �J 3 ? .. N .. J 1 A N , 0 CT a C to N 4.• c u,::C; p C C $ •••••• > N -E a N c N . > -0 O l0 a 3 d ,5 (i) Cp «O cc > N 0 (0 N G,::::;. G Y, J > a G N 3 , C W •• 0':::::: L a C O > > . L co N (D N 0, ', 1- > .2 N P = 6 (.0 c A a ,, pp L. O 2 YY cc 0::i:I (n::4: ry ( N Ci) 'U . d 0 < > C)) E N V r o, 0 ¢ • 'a > S L < �, j (n p Q N t:i: i V>r•^ O y ° 0 E N p L Q O O, a ° r0 6 .J N C > co co Yo L (� 0 O' 0-, Z o t Q Y K o y co Q (9 0 N m YO U) ^ d CI) m W 1 cN') N W To , N Z m:i:• V?) a L 'O (n (A UJ y p CO N J J W 0.::5!:, (n•• ~ O N y m a l i d YY { L N p Lo (n tD L p p (n N ° (n Xd u v: i:: N 0 N N Q > CO gO 0 O co W J '-' ,) a > !° CA > O (n , 0 O ' (n N ,.y; 2 iA:. J Q , m ° ° p, 0 co a L N > co 0 ° Q 0 rii > S Q • CC (9 o X in m « Lj 0 m o �i N 0 m U E;:aS U N rn rn > W < > rn m L�+ p a co ccr,. N Q 0 c > Q LL U::: E >. 0 ;. W ,-. - 0, W Q N Q W N CJ N O, (A on Q L C a _ A� E co N CA LY � f0 (n = L � (n 'O Q � W C ° < L :.:.E. a m m' O ' co m , ()) ,_ O N m g m U)) N m o o (( L m c� m U)) S 3 , U COCS (D am j t o O' m .., a N (n z ttoo� y ;, �y � z (� N co to a 6 ,g (n s (n C,I 6 Nv CD I\- C LL 0 LL lY J L (n rn a 6 VJ 1IJ 2 a In 6 6 _6 cc a acc a 'L.') Cn L m m 8 m m n- O w:: ¢ (0 > > .c LYY rr L E 0 y-. CC CC (n yy s E• a to w td S Cn to CO (n 7n W R W a1j o = a:. ♦_ M Q Q l0 lV u . U a ,�D V a- Z-' Z• > LL Q N i L L > L N 0 Y L 0 L h g Y ? m L L m U N to Yo ¢ 2v m > ro Y° > co I- c Y :;;F' < m Q L N M M m M 3 = Y, el el lvm) m V, :a' Co Q N > in co L Q CO m Q O m M (0 ld z m m el In Ch to N m m M m CO ' O •,,; Q ... U N N U U U (n N N N (n to 0 (] ? U N U co .Q-- N (n (n fn to (n (n CA r . . . M ., • C Is4 N ) • L: Y Y Y ) .I 1 CO o M CO In N a0 • ND. CO N ID a0 co co co M co co CD O CO V CA V CO I`CU To coao I- co coO co O CI) N- If) In I- srU) co a) el0 O N In U') CO • O In Q) CO. D. O CO V; M V LA In U) a-- CO c0 c0 IA O .- (0 1- Co i- U) f- c coV CO N F-- N O O Oo CO N I. CO CO M Cc M co O O V a) N O O (0 c0 V O) U) co O) In ; CO 0) U N) 0 V' h O CO V 0) V Al (O COO (D CO 0) V' (D V7 U a) N) n M CO O (A CO I� N 00 In CO V.. V•V n V n 0) M COV r- N N N CO n O M V O O O co- V U7 U) N V U) O N M CO h O M V V Q) l0 CU N In U) CD N Al N co V In co N. f` n n co co co co co O) O) O 0) E E 3 j U 0 _ r---f---v— O V O V (Op O O O N O O CO V CO (D O 0 0 0 0 N N O CO N In U) U) V 0) N CO CO CO N. h CO N 0) CO 0 CD N N 0 V N V N N CD CD (D N M CO V N- (D CD CO IA O V V CO CO N M V O) O O O O U) U) 0 0 CO U) O N U) I- CO CO- O O 1\ V N IO (D N (D O V co- O) V V U) O O O O V N c V' V N O (-4 N c7 co - a) O C CD V CO CD COIn ID(00 14) CD CD CO IO CO CO CO CD CD N V V O IO (O V r) N CO.CO (D C) N (O V U) O co n O) co. N V CO V V NCD CD N 0n N N N N C) U) CO CO- V •-' CO- N 1. CO- CO O_CO 0) (D CO O O (O N co N .-- co co- co V O) CO N N L V .- .-- 0) N . O O O O Oj: CO N V O IO V CI (D (0 O O O O O If) N O O N to U) U) V 0/ O N CO N N N V-- N CO O N CD N N O V N V N N O pp -„ V N CIO 0) 0) ) 0) V O O O U) U) O O O U) O U) U) N M ' '" O (O aO 1. co- O) V V O O O V N O V Ni. N (O N N or cer Wl m: S : N U) V V CO M CO O V V If) O V N CO (D CO CD In N O N. (D O CO (.D N V V V co (D N co O 0) N N N N CO U)::(V O? : : 1 CD CO- (D CO O) co- O O N (h N O CO 0 . V V v co- cri : co-N V CD ;iF i If) O CO %3 O co- r M:.((��M h CO U) IO CO ... (D::(0 00 CO V V 0 :N ;yamy++� CD; CO O W 1- CD ::tR I4: N ;;/f(f�1��'' CO N N n in ':((: O i•?Y. c N N M N '. :< O - CO V i;ii Ty+44; N N (O ;)i! 'Cr (O COO co- O V (D M (D O l co nr N V O V O ;:u? i • iX:. a- :*::. V-- V N N .:f2 M O ::: O O N QII c0 qq7 N O %;f;:F3 00 co O CO - :: U) 0 NO 7 O V I ••l(•i M f J.7 m in :: i:i'i i i (0 ^) U •2%:: N m '. m 1 :j?. c el N f i =2 > C L 'O 6 ' m D t: F- w go: .o p 1 2 i r rn f .. c c E c m p >. m•'q,i:':: { v: U o g v (n . 6 s •S 2 E v A v c m m ! ,.,,':: m O « M:: -) .o 0 (g 0 (9 z rn m m 3 o 8 m fito o 0::,: Z' >•' � a 6`:::. -) ImWo c g co V (0 `'' V) t� J (0 (G V > -I a y -0 (n T i::: '( % K a A. a v gfi :: (0 O O f0 m 3 a� CO 6 a O > a a m a y '^ VI o m: O E O O S' (0 K (0 8v 3 2 v N 2 N ... 3 : t0 � N::fY: a COto CO(/) � c c E � in c (o a m >:i�:i o O O (o $ n c) }} g v Y o ° 2 - m m U a m o N o o 7 m a j` co:?:i5 a N c.2 � O:�' Ce� t �jj � D.• � 2 m « z. �t a � � Q � umi f0 v y ti a L:�' m::' U ,, $ (0 : 0 O v O ac. . c 2 $ c U m m t tr Z v 7 m >:•> Z c L $ l� a* 0 - .. Y r:%' : W K N g. b m L` O a - -0 rn o >• > -) b� Z a 7,1i R+ W - Z L -0 .F . a n 0I F F- V W m m (V (ryp V 03:03 ::;" N N N o - x. N O m a) 0 U N N V -2 C N a m 0) C . N cp ar*i. N t;. re O m �;` O O L «I m m m m 3 o '• 0 a '" N O > > > > m c F= m m a) a v D. v m (0 m (0 co i d Zn ::'' O Ir tq to 0:; O a O O O b O •E 0 . :2 P p m ce 6 10 K 6 6 v 6 6 v > t:; FF- A+:g 2 4 a A w d s:I -) O 0, . rn 0, rn U . w c0 (0 oo g 6 & c Z. L Z, w m<5 z a (0 W >.:: H co CO 0) CO 0, 0) m C M Y Y Y ,- L L N S Fl l0 O% (0 (n �+� O a - 0) CZ m ::����•••.•,' O W K K a' K re 2T' m 3 (`a `m io a m (n 0") '^ r = el N = 11-m 'f<;� to O 4,, z C0 O O 5;49' 1- a O Cn W co co N !- (0 a a a . 0 (.0 . a a) to (co (ten f co (co C bi 0) m N m 0 ` + D • -) a » » » 2 . . . \ 0) / / ( e ) ] / — 0 III '7C) \ 2G ¢ — .. / cr) co ±4 0 ( § § Ai 7 \ 0) \ . . iiiliiii \ 2 & iiii } 5 [ 7 = ) / A ° 2 , / f . . . L / k : & . 7 § k \U t 2 } \ K § \ U § � E , § � � � / \ } / \ \ = , ƒf § ` >. 7 < a2 ? * !' _ _ § \ ) (\ � T 7 # » f/ n ) + / ) § § / fq y ^ ! � Q ' ' © ) \ ƒ / { E -J< 2 &G § / { § ` , R / . a ! , $ ( ) O z § i • applicant. In the absence of filed tariffs, rules or regulations , published policies, or contractual agreement, the cost of constructing new facilities underground or relocating existing aerial facilities underground may be financed by any method authorized by State law. Section 3 . Underground Requirements . A. New Facilities . (1) All major additions of new facilities (three or more spans and/or 500 feet or more) shall be underground. (2) Minor additions of new facilities may be constructed aerially where existing facilities are aerial . (3 ) A permit from the City Public Works Department shall be required. B. Rebuilds , Replacements and Additions. (1) A relocation necessitated by a public works project including, but not limited to, road realignment, widening or sewer and water main projects; a major rebuild; or replacement of existing aerial facilities (three or more spans and/or 500 feet or more) shall be underground and a permit from the City Public Works Department shall be required; except: undergrounding shall not be required in those 3 cases where the Public Works Director finds ( that undergrounding will not be in the best interest of the public. (2) A minor rebuild, replacement or relocation of existing aerial facilities may be constructed aerially. No permit shall be required. (3) When there is casualty damage to an overhead service system or other major service outage, the facilities may be restored aerially. No permit shall be required. (4) An addition of three phase conductors or re- conductoring which does not constitute a major rebuilding will be allowed on existing aerial facilities . No permit shall be required. (5) The provisions of this Section 3 (B) shall not apply to areas zoned for single-family residences, or in other zones if 75 percent of the affected parcels within the perimeters of the specific project is made up of single- family residences . C. Service Connections. Service connections are facilities extending from a distribution system and terminating on private property to serve a customer or subscriber. Service connections shall be underground, unless the distribution system serving the customer or 4 • • subscriber is aerial, and the building, structure or facility to be served is new construction or an addition, alteration, or repair thereto is under twenty thousand dollars ($20 , 000 . 00) in value. D. Street Lighting. Street lighting facilities or systems, conforming to the City Public Works Department standards then 'in effect, shall be installed as an integral part of all underground projects constructed after the effective date of this ordinance. E. Proposed Rights-of-Way. All rights-of-way proposed to be dedicated to the City or easements for public facilities shall be subject to the provisions of this ordinance and Federal Way Zoning Code 110 . 45 (5) . In the event of conflict, the ordinance requiring the earliest date of undergrounding shall supersede. F. Connections and Disconnections of Affected Service. The owner or owners of real property abutting an underground project shall be responsible, at his or their expense, for converting to underground service and disconnecting his or their aerial services within ninety (90) days following notice in writing of availability of such underground service. Time in consummating such connection and disconnection is of the essence and such notice to 5 the property owner, customer or subscriber may be mailed, postage prepaid, or delivered in person . In the event that said conversion and disconnection is not accomplished within ninety (90) days of receipt of notice, the City may order the work done and the actual cost shall constitute a lien against the real property subject to enforcement as provided by law. G. Site Screening. Where a permit for the project is required by this ordinance, plans for all above-ground installations . shall be submitted to the Department of Community Development for approval of site screening and set- backs prior to the issuance of a service permit by the City Public Works Department. H. As Built. Project drawing in form acceptable to the City and conforming to generally accepted engineering practices shall be submitted in duplicate to the office of the City Public Works Department within ninety (90) days of the completion of any underground project within the City. Complete updated system drawing shall be submitted every six (6) months . 6 Section 4 . Permits . A. Underground Permits . Unless as otherwise provided in any existing franchise, a . permit for underground construction shall be obtained from the City Public Works Department and/or its designee prior to construction of facilities in the public right-of- way. An appropriate fee shall be charged for this permit, as per schedule on file with the City Public Works Department. B . . Aerial Permits. Unless as otherwise provided in any existing franchise, where pole line installations are permitted under the variance procedures of Section 6 , or minor new additions under Section 3A(2) or temporary aerial facilities under Section 1B (6) , a permit shall be obtained from the office of the City Public Works Department prior to construction of such facilities in the public right-of-way. No fee shall be charged for this permit until an appropriate fee schedule is adopted by the City Council . Section 5 . Design Standards . A. All conductors, switches, transformers, and regulating devices shall be installed in accordance with the applicable national , state and local 7 safety standards . All structural devices shall be designed in accordance with the provisions of the latest edition of the Uniform Building Code; provided, however, all underground facilities provided for herein shall be installed in such manner as to coordinate and minimize conflicts during construction with other underground facilities, e.g. , water, sewer and gas pipelines, traffic control and other signal systems . Whenever such coordination requires installation practices more restrictive or demanding than the minimum standards required by applicable national, state and local codes and safety standards, the requirements of such coordination shall be governing and controlling. B. All vaults, manholes, ventilation gratings, and access covers and conduit in public rights-of-way shall be strong enough to withstand 10, 000 pound wheel load. The serving utility may, at its option, during construction, elect to restrict a 10, 000 pound wheel load requirement while assuming the responsibility for upgrading facilities to traveled street areas beyond the original traveled street area should subsequent realignment, relocation or widening occur. 8 C. Any equipment except aerial poles and wires excepted from those underground requirements or otherwise permitted to be installed above-ground shall be: (1) Placed within an enclosure or part of the building being serviced; or (2) Suitably screened with masonry or other decorative panels and/or evergreen trees, shrubs and landscaping planted in sufficient depth and height, within a period of five (5) years, to form an effective sight barrier. (3) The utility shall be responsible for the installation, maintenance, repair, or replacement of the aforementioned screening materials when the real property, on which the above-ground facility is located, is owned by the utility. When said above-ground facility is located on non-utility owned real property, the owner(s) shall bear the expense of installation, maintenance, repair or replacement of screening materials outlined hereinabove. D. Space frames and structural arrangements for holding equipment shall be designed to have an uncluttered and neat appearance. E. Streets shall be graded to sub-grade prior to the 9 • Section 7 . Joint Trenches. Where several utilities are planned or required in the same corridor, every effort shall be made by the utilities to use joint trenches for such facilities. Section 8 . Penalties. Any person convicted of violating any provisions of this ordinance shall be punished by a fine of not more than five thousand dollars ($5, 000) or imprisonment for not more than six (6) months, or both, by such fine and imprisonment for each day or part of a day during which the unlawful act or violation occurs. The property owner or other person may also be ordered to discontinue the unlawful act or correct the violation. Civil Penalty. Any person who violates or fails to comply with any provision of this ordinance and the owner of the property upon which a violation of this ordinance exists or is located is, in addition to a criminal penalty, subject to a maximum civil penalty of five thousand dollars ($5, 000) for each day or portion of that day that a violation continues, except that the owner of the property upon which, the violation is located or exists, who is in no way actively involved in the violation, shall be subject to the civil penalty only if he/she fails to correct the violation after being ordered to do so under the provisions of this ordinance. Other Legal Remedies. Nothing in this chapter limits the right of the City to pursue other lawful criminal, civil or equitable remedies to abate, discontinue, correct or discourage 11 r_. • FILED WITH THE CITY CLERK: March 15 , 1991 PASSED BY THE CITY COUNCIL: March 19 , 1991 PUBLISHED: March 22 , 1991 EFFECTIVE DATE: March 27 , 1991 ORDINANCE NO. 91-90 90LI35 13 • interoffice MEMORANDUM to: Stephen Clifton from: Fei Tang Fr subject: S 356th Street At SR-99 -Right Hand Turn Lane date: May 21, 1996 I have reviewed the 90% plans and TIR for the project. The followings are my concerns: 1. Per Core Requirement#2 in KCSWDM, at least Level 1 Off-site Analysis is required for all projects. Specifically, regardless of the level of Off-site Analysis required, the applicant shall: define and map the study area(Task 1), review resources (Task 2), inspect the study area(Task 3), describe the drainage system and any problems (Task 4), and propose any necessary mitigation measures (Task 5) as described in KCSWDM. 2. Per KCSWDM, Conveyance System Analysis and Design is required but not found in the submitted TIR 3. Per KCSWDM, Temporary Erosion and Sedimentation Control Plan, at a minimum, a discussion of each of the eleven minimum requirements of Core Requirement 5, is required, but is not found in the submitted TIR. Thank you for the opportunity. CC: Jeff Pratt Trent Miller C:\PLNREV W1s356THRT\90%RE V W.WPD 5r7, - 6,,c, jCT (11,r„) rc s c ? , ,47 1 ,'t,� /., l {1 5 L SCr,'-.(O, <)L. E---------------------------- 356th STREET ------------------------------ Plc till PUGET POWER POLE AND EASEMENT /j .� 1✓`� (�� S 42' / J $ 1tii 4i) .,_,....... , I I � I I 1 I I� 97lSM i 10 SPACES®90 10 SPACES @ 90' 10 SPACES @ 90' 5 S A ES @ \1 / ;, i U I I I ; �/ I I I I I U 1 I I I I �( // T i /' X %ID MAP X i 24' I / �, I I 1 1 1 I I I I I ', I I I I I 0 10 SPACES©90' 10 SPACES @ 90' 7 SPACES a 63' y / W a w" 1 IIIIl I I I I 1 11111 i LL $g3 i lac axz 1 / / WWi o / PI c:, JOD �L MI �O �p �p �� D$ �� cv Unit %' %/ w 1 N (3600 S.F.) �` '0r. , ; / t SITE PLAN ‘) �' C 4e� q / % 1 s MY NORTH Q 0 7 �> Unit 9 t,...,,,..,24 0 /i/ ,l ?moils r �7 Z i M'� L / (1800 S.F.) ; (2j % aI �7 ' 0 rrMJr� � i i-i C i' V / � i W "� Unit 10 4�l 1Ci (2100 S.F.) C.)h \ a l �% / / I Unit 11 % ,� ,/ SITE DATA {ti1�X lG�� (2100 S.F.) j � i ZONING:BP(BUSINESS PARK) \ C7i LOT SIZE:/P7,YO!9.F..PEE AC. if ) co % I / BUILDING AREA.P9,010 9.F. $ 1 U `U / / / COVERAGE:P9,910 S.F./127,204 S.F..PP.7% -30'---• Unit 13 • 4 4� / (2406 S.F.) / I % SITE ADDRESS I (2094 S.F.) / �/ // WA965 SOUTH DY TIWHASTREET ! I ' // / / / LEGAL DESCRIPTION S TE / NORTH 990 FEET OF T1E SOUTHWEST 1/4 ) // / OF ME NORTHEAST 1/4 OF SECTION P9, 10WN9HP 21 NORTH,RANGE!EAST,WAH. j i LYING NEST OF STATE HIGHWAY(SR 99); ) # / 50' / % EXCEPT THE NORTH 42 FEET 11-ERE OF SOUTH THE OFST OON;AYEEXCEPT UNDERKN THEREOF CONVEYED FOR ROAD UNDER KING / 30' rr mamaCOUNTY RECORDING NUMBER 91 6 D4hil \ -7'A 7(). ii/i/411- i / ."-----,....../ H) A c,( - -'''C DRAWN JIA N 89°58'45"E 325' 0) i M'lti 8 )(3 L , % SHEET NO IMMO �C_Lk • •\.)\. \ Vo-Ck - k `!0 tC L Jl ;�� d1 = 99E i :p W AY ) xS ��Fea A II1. G 'i I . 1yFT, • %fit 1 1 f i`j r�-,._ LS a ~_H0 j . wee oY.o .I ; ISZ£ 3„St Mg 068 N / aavoavo ►f /HMrna /~� % t WSW '0c 1 WSWf3lva i / 1 3 I 9090N0a8YM0Ie a3BVIIN ON10a0O3d ALNf100 / / / •OS j OM I a30Nfl OVOa NW 03A3AN00iO3a3N1 / / i O111404IL 143083 ONY:1331181.MM6 HL/X78 40 311318 1334 a►NLaON 3N11d30X3 / / .OS ' 'lee tie)AVMIAM 3/V1810183M ONIA1 / // �\ i 'IYM•18Y3 V 300Ytl'NLNON IadH8NM01 / / I 'ea NOLL038 40 t/I18,43FLLaON 3NL 30 / I / I ►'I 183MHL/108 3141 40 1333 088 NLtgN 341 / / / I NOI1d1H3S3a 1VD31 / i i i / / ('d'S b60Z) i VM•AVM 11/113033 / j 133a18 NL89C NLl0699e / / / ZL Win ss3aaaV 3115` ` ;' / o td'S 9011Z) / /4) / a.a a £L 3lUn •—,0e i w1'aa='4'8voz'/a1/3eoteea:3OYa3A00 / / / /0* I I -3'so b•ee•Vaty ONIO,Ile / / / (7\ • I a(Idvds3 Isfl&NM a1:3zie DNINOl / /C7 / d S 0OLZ) (Yard S63NI8(181 dB:ONINQZ /• I V1Vo 31IS /` i s / I.L�!in i / /(s) ! i / / / / ' N i /V,'n i ('d'S 00LZ) m / �,% / J , z yz ,� �'d'S 0081) ; Cf I o 63)un io Z (` �/' / O rn i(11 NINON / ; y D I OD t I) Nbld 31IS / p �/ —"' COC) i N C rn` I1/ / I IV N N N / � ' (d'S 009£) OC oC OC pC OC 0� 1/ 8iun N0m 0= 0= 0z 03 ico 0 I W i/ i / �` C 0)= (A TI (n (A A T •(n Wci) v N m (Tj I / / �v— i / / i / i i cpI- mm / i i to. < 0* / / i C co rn ; / co Zo D11 // 1I 1 I T!— i. f$ gm / ti I l l l l .06@S33VdS01. I I I I I i { / ; I.es1 13iVd 11 I I I I o mil IS 01. m ?gI x dd W A ��II/� `/ 1 bZ 1 1 1 1 I n 1 1 1 1 1 ' n / 1\ . 0 S3 V S 5 .06 0 S30VdS OL .06 S30VdS OL S3�VdS Ol i HUM s / I 111__l _ l u l l _ II:'- /I— I i ,� / Lii 9 I /i4 g $ / .Zb Z / f 1N3693S93 ONY 310d a3MOd 13O/ld 1331d1S 419S£ --------------------- , jP