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09-101993 (2)CIT Federal Way COTTAGES AT REDONDO SHORT PLAT NO. 09-101993-00—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON RIGHTS -OF -WAY Rights -of -Way graphically represented on this Short Plat have been deeded to the City of Federal Way by Statutory Warranty Deed. King County, Washington recording number: DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the public forever all the easements and tracts shown on this short plat for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves, their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against the City of Federal Way, its successors and assigns which may be occasioned by the establishment, construction, or main- tenance of roads and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by the City of Federal Way. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Federal Way, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub -surface water flows within this short subdivision or by establishment, con- struction or maintenance of the roads within this short subdivision. Provided, this waiver and indemnification shall not be construed as releasing the City of Federal Way, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part from the negligence of the City of Federal Way, its successors, or assigns. This subdivision, dedication, waiver of claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners. IN WITNESS WHEREOF we set our hands and seals. STATE OF WASHINGTON COUNTY OF PIERCE SS. I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that ____ signed this instrument, on oath stated that _ ` was authorized to execute the instrument and acknowledged it as, the _____________ of ______ ___, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument CITY OF FEDERAL WAY Examined and approved this _ Director of Public Works Examined and approved this day of , day of , 20 Director of Community Development Services DEPARTMENT OF ASSESSMENTS Examined and approved this day of _ Assessor Deputy Assessor Account Number 3674400140 & 3674400145 LEGAL DESCRIPTION THAT PORTION OF LOT 8 IN BLOCK 2 OF JEANETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68 IN KING COUNTY, WASHINGTON, LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. TOGETHER WITH PARCEL B IN CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 06-104745-00-SU, RECORDED UNDER RECORDING NUMBER 20070810900014, IN KING COUNTY, WASHINGTON. 20 RECORDING NO. I VOL./PAGE PORTION OF NW 1/4 of SW 1/41S. 4 1 T. 21 N., R. 4 E., WM r 3 C3 U U ¢ d S 296TH ST. S 304TH ST S 320TH ST TO 1-5 NORTH VICINITY MAP n.t.s. OWNER -DEVELOPER: AREAS: TRACT & LuT NOTES: TOM SAWYER ENTERPRISES, INC ORIGINAL PARCELS 58,495 SQ. FT./1.34 ACRES TRACT "A": ACCESS, UTILITY, LANDSCAPE, RECREATION & STORMWATER TRACT. 2016 38TH STREET NW THE OWNERS OF LOTS 1 THROUGH 8 SHALL HAVE EQUAL AND GIG HARBOR, WA 98335 TRACT "A" 24,011 SQ. FT./0.55 ACRES UNDIVIDED OWNERSHIP OF TRACT "A" AND SHARE EQUALRESPONSIBILITY PH: 253-851-5146 TRACT "B" 10,451 SQ. FT./0.24 ACRES AND COST OF ALL MAINTENANCE OF TRACT "A". R.O.W. DEDICATION 308 SQ. FT./0.01 ACRES TRACT "B": COMMON OPEN SPACE AND TERRACED GARDEN TRACT. SURVEYOR: THE OWNERS OF LOTS 1 THROUGH 8 SHALL HAVE EQUAL AND SADLER/BARNARD & ASSOC., INC NET AREA 23,725 SQ. FT./O. s4 ACRES UNDIVIDED OWNERSHIP OF TRACT "B" AND SHARE EQUALRESPONSIBILITY AND COST OF ALL MAINTENANCE OF TRACT "B". 717 W STEWART LOT 9: COMMON HOUSE LOT PUYALLUP, WA 98371 THE OWNERS OF LOTS 1 THROUGH 8 SHALL HAVE EQUAL AND PH: 253-848-5170 UNDIVIDED OWNERSHIP OF LOT 9 AND SHARE EQUAL RESPONSIBILITY AND COST OF ALL MAINTENANCE OF LOT 9. COMPREHENSIVE PLAN SINGLE FAMILY HIGH DENSITY ZONING RS 7.2 MINIMUM LOT AREA 7200 SQ FT BUILDING SETBACKS FRONT YARD - 20' SIDE YARD - 5' REAR YARD - 5' SURVEYOR'S NOTES: FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W TOTAL STATION OR A SOKKIA SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON DATA COLLECTION. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-130-090. 3. NAD 91 COORDINATES ESTABLISHED FROM FIELD TIES TO THE FOLLOWING CONTROL POINTS: NOTE SURVEY CONTROL DATABASE - POINT ID: 4405 NOTARY PUBLIC, IN AND FOR THE STATE OF WASHINGTON. COMPREHENSIVE PLAN AND ZONING POINT ALIAS: NE COP 4 RESIDING AT COMMISSION EXPIRES: ARE THE SAME FOR THE ADJOINING NORTHING: 128 FT. Signature of PARCELS AS LISTED ABOVE FASTING: 1278801.24 0 1.244 FT. Notary Public SURVEY CONTROL DATABASE - POINT ID: 4406 RESUBMITTED Printed name POINT ALIAS: NQTR4 w Dated NORTHING: 128743.725 FT. My appointment expires EA5TING: 1276162.964 FT. �C 2 9 2009 State of Washington CITY OF FEDERAL WAY 0 County of BUILDING DEPT. LAND SURVEYOR'S CERTIFICATE SADLER/6ARNARD E SHORT PLAT PREPARED FOR RECORDER'S CERTIFICATE & ASSOC. INC, y�''iirt wel�q TOM SAWYER ENTERPRISES, INC Filed for record this day of 120 at M This Short Plat correctly represents a survey made 2016 38TH STREET NW by me or under my direction in conformance with S B LAND SURVEYING GIG HARBOR, WA 98335 in book of at page at the request of the requirements of the appropriate State and PLANNING & PLATTING City Statute and Ordinance in October, 2006. 717 W. STEWART 19635 DWN. BY DATE JOB NO. 9 PUYALLUP, WA. 98371 sl �' °'' RAVEN 2-24-09 2005.245.03 OCo•—� P: 253-848-5170 AL LO DALE E. OAKS F, 253-848-5246 /2`/�S m9 CHKD. BY SCALE SHEET Mgr. Supt. of Records Certificate No. 19635 www.sadlerbarnard.com D.D. 1" = 301 OF 3 2HU SUBMITTAL DEC 2 9 2009 CITY OF Fed erawa 0' 30' 60' 90' Is__ - M I NORTH COTTAGES AT REDONDO SCALE: 1"=30' SHORT PLAT NO. 09-101993-00—SU S. 296th ST. CITY OF FEDERAL WAY BASIS OF BEARINGS KING COUNTY, WA S H I N G TO N _ N 89057' 00" W 648.48' (BLA)(SP)(M) LEGEND 11ti ------CASE M ON --------------------------------- BRASSY W/PUNCH MONUMENT AS DESCRIBED �, (11-27-02) O REBAR & CAP SET LS 19635 v NCO N:: 126390.475 75 o REBAR AND CAP FOUND AS NOTED E: 1274129.942 � POWER POLE SAN. MH It � FIRE HYDRANT RIM 457.84 I � IE 8 PVC N. 448.61 WATER VALVE IE 8" PVC S. 448.55 LADDER WEST SIDE I ® WATER METER co / Qs SANITARY MH O, / ti SIGN I 33. ® CATCH BASIN RECORC)ING NO. VOL./PAGE PORTION OF NW 1/4 of SW 1/41 S. 41 T. 21 N., R. 4 E., WM CASE MON —_��_ _-------- BASIS OF BEARINGS: f' LEAD/TACK CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. IN CONC 06-104745-00-SU, REC. NO. 20070810900014. (11-27-02) NAD 91 COORD. VERTICAL DATUM: (�J N: 126371.277 CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 E: 1274778.137 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH Q EL=421.96' NGVD-29 - NOTE: 4-j ORIGINAL PARCELS ARE VACANT LAND AND HAVE NO ASSIGNED Q ADDRESSES. N PRIVATE OPEN SPACE: A MINIMUM OF 400 SQ. FT. (12.50' BY 32.00') IS AVAILABLE FOR PRIVATE OPEN SPACE IN THE FRONT YARDS OF EACH OF LOTS 1 THROUGH 8. I / 18TH AVE LLC STOP BAR I , 3674400135 VANCE R. KINNEY 29808 18TH AVE S 3674400204 s- SEWER LINE �' / ~ 29801 20TH AVE S c- GAS LINE � , 3 1 , w- WATER LINE � / 2 g" 5 TYP N 89°57' 36" W 250.39' (BLA)(C) E- POWER LINE 'Q / � �' � 122.04' __ 60.4 37.50' _ 3 50 _• 43,71' _ � 33.76' T- TELEPHONE LINE / 5' TYP [T 38 � 7 ( I -0-0-0- CHAIN LINK FENCE -r-� I co► 5� I I I I I I I I w ,� Ac w w w FEDERAL WAY BLA / 30 --� CHUNG JUN KWAK LOT 8 -� LOT 7 -� LOT 6 =� I LOT 5 (BLA) FE - - - e� / 1 w I I IN - "� �- 3674400141 - of N0. 06 104745 00 SU U `� N S 2,475 S.F.:N S: 2,475 S.F. N o: 2,475 S.F. N S 2,727 S.F. o v 29810 18TH AVE S S Q o 0 0 ,o o 10 0 ,o o REC. NO. 20070810900014 / o v 8 ,010.06 ACRESpS Z610.06 A RESE \01 .06 ACRESI°S .010.06 AC ES I 0 o ^ J (SP) FEDERAL WAY SHORT PLAT `� 3 FT. WIDE RIGHT OF WAY o rn 1 BUILDING Z I IZ I Iz Iz z °0 PLAT NO. 02-102628-00-SU / DEDICATION TRACT L NE SNP .. _ .. .. _ _ . o �_ REC. N0. 20041027900001 m REC. No. ____-----_- c ) o co /P JEANNETTE SOUNDVIEW TRACTS ' ~ 55 31.00' LO 37.50' 3 50'A 37.50' 3 94' LL, ) a , �50 h 57.00 ° N VOL. 44, PAGES 68 & 69 �� a N s9 6r36 W 125.44' N p W / N 89057'41" W 140.50' (BLA)(C) 59.49 — .. \32.02' - (M) MEASURED VALUE I �� N 89'57'36" W w o W v 137.42 w w co 0 (C) CALCULATED VALUE ® o n o ........... .......... —N - — N LOT 4 —1;; — z W ,� ... .,. .. N I w i�, 2,679 S.F. 0 M FIR TREE N 3.08' o 10I LOT 9 TRACT B `* o. 6 ACRES 0 :n o Ln 3,218 S.F. N o .o I I o I 0.07 ACRES I 0 `� z MAPLE TREE \ Z o � 10,451 S.F. Z / N 18°41'36" E / I o � 0.24 ACRES � 8.13 CEDAR TREE 0), TRACT A L— .. — .. — .. � Z ° 89057'46" W 54.11' I RAVEL `� p N 89 57'46 W 117.11' '4...,,. G a. •0 24,011 S.F. 57.00' a , STOP BAR 0.55 ACRES 31.11 43.0 43.00 57.00' o � m CB / o RIM 446.18 / �. o w � 7s' o SAN. MH .3.08' RIM 446.02 IE 8" PVC N., S. & E. 436.20 LADDER WEST SIDE 3.86' 30, / i I °° b 2 20.90' LOT 1 SAN. MH GHAN & INDERSIT SINGH RIM 447.49 3674400151 NO ADDRESS 10 of LOT 1 h of LOT 2 L� o) LOT 3 12' ^, N In N 2,472 S.F. 0 "'1 PS lnN 2,472 S.F. 0 In 2,731 S.F. S 0.06 ACRES I 0.06 ACRES PS 1 0.7 AC�2ES� I I I Z IZ I IZ TYP _ J.. 43.00' — 43.00' L .. _ .. — .. 38.00' 46.36' I CLYDE J. CLEMONS 3674400195 29803 20TH AVE S j DALE D. LONG 3674400190. 29813 20TH AVE S N 89057'46" W 394.34' (BLA)(C) 15LLYPJ JAMES M. PETE 3674400187 3 / 29815 20TH AVE S r-L 0 T 2 ILOTI FOUND REBAR & CAPLu ca�GHAN & INDERSIT SINGFI LS No. 11286 GHAN & INDERSIT SINGH o 3674400150 d- I TO BE 0.02' N. o 3674400152 I 29830 18TH AVE S 29828 18TH AVE S SP No. 02-102628-00-SU REC. No. 20041027900001 SHORT PLAT PREPARED FOR PREPARED BY: TOM SAWYER ENTERPRISES, INC SADLER/BARNARD & A550C., INC. 2016 38TH STREET NW 717 W STEWART GIG HARBOR, WA 98335 PUYALLUP, WA 98371 PH: 253-848-5170 DWN. BY DATE JOB NO. RAVEN 3-5-09 2005.245.03 CHKD. BY SCALE SHEET D.O. 1" = 30' 2 OF 3 2ND SUBMITTAL DEC 2 9 2009 CITY OF Fe deral Way COTTAGES AT REDONDO SHORT PLAT NO. 09-101993-00—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON 1. 5' TYP. w z J 0 CONCRETE CURB AND GUTTER 22' EOP TO EOP ROADWAY PLAN & PROFILE ROW 1. 5' 5' TYP. SIDEWALK w z J �i- -Iu- .02 FT./FT. PAVEMENT SECTION TYP. CONCRETE SIDEWALK fr CONCRETE CURB AND GUTTER 5' SIDEWALK 30' RECORDING NO. VOL./PAGE PORTION OF NW 1/4 of 5W 1/41 5.4, T. 21 N., R. 4 E., WM PROPOSED IMPROVEMENTS ROW ROADWAY CL _ 33 1 5' 37.5' EOP TO EDP TYP. I _ 24.5 I _ 5.5' IIIIIIIIII� I == 4 18TH AVE. S. SECTION NOT TO SCALE ROOF DRAIN EASEMENT. CONCRETE SIDEWALK I I ASPHALT LOT 8I I I / I 9.5 i WI 2% (TYP) LOT 7 1 LOT 6 1 LOT 5 DEDICATION 5' DRY UTILITYI L - PROPOSED SIDEWALK TRACT EASEMENT SIDEWALK _ W uj 9 PPRO _LOT POSED WATERLINE N TRACT B I LOT 4 21' LKEHAVEN WATER A p UziASPHALT r- _ PROPOSED COMMON I I BUILDING, WATER SUPPLY, & SEWER EASEMENT H PROPOSED SEWER LINE HOUSE 4 SIDE SEWER, AND ACCESS — STORM LINE IDEW'ALIC— EASEMENTS PROPOSED SIDEWALK PROPOSED DETENTION— ti z VAULT TRACT A O op LOT 1 LOT 2 LOT 3 a h ASPHALT SAOLER/BARNARD & ASSOC., INC. 717 W STEWART PUYALLUP, WA 98371 PH'. 253-848-5170 WWW.5ADLEPSARNARb.COM TRACT B 3.5' PLANTER ..02 FT./ BACK OF EXIST. WALK ROW 6' 5' 3' ROW SIDEWALK DEDICATION CONCRETE SIDEWALK SIDEWALK " CONCRETE CURB -III- -- AND GUTTER PAVEMENT SECTION TYP. Lu Q a � I 0 SHORT PLAT PREPARED FOR TOM SAWYER ENTERPRISES, INC 2016 38TH STREET NW GIG HARBOR, WA 98335 MN. BY DATE JOB NO. RAVEN 3-5-09 2005.245.03 CHKD. BY SCALE SHEET D.O. III =30' 30F3 2ND SUBMITTAL DEC 2 9 2009 MEDIC C01 - TAGE5 REDONDO i a N SITE FLAN SCALE: I / I G"= 1 '-0" PROJECT DATA ZONING * CODE INFORMATION OWNERS: TOM SAWYER ENTERPRISE INC. JURISDICTION: KING COUNTY 201 G 38TH SIT NW ZONING: RS-7.2 GIG HARBOR WA 95335 (3GO)841-7971 PARCEL A55ESOR'5 NUMBER: 3G74400140 * 3G74400145 - ARCHITECT: MEDICI ARCHITECTS LEGAL DESCRIPTION: A PORTION OF THE 5W 1 /4 SECTION 04, EMIY BUCHWALTER, AIA TOWNSHIP 21 N, RANGE 04, W.M. 2233 102ND PLACE 5E CITY If FEDERAL WAY, KING COUNTY, BELLEVUE, WA 96004 WASHINGTON. PHONE: 425-453-9298 FAX: 425-452-8448 OCCUPANCY: SINGLE FAMILY EMAIL: emily@mediciarch.com SET BACKS REQUIRED: FRONT YARD - 20' STRUCTURAL ENGINEER: WARNE PETEK50N SIDE YARD - 5' (2 SIDES = 10') 1347 5W 174TH. SIT REAR YARD - 25' NORMANDY PARK, WA 981 GG SET BACKS PROVIDED: 1 11 FRONT YARD - 32 O PHONE: 253-279-3420 51 DE YARD - 9'-7" � 7'-1 I " REAR YARD - 131 '-4y2t' CIVIL ENGINEER: SOUND ENGINEERING, INC. PAUL HELLER 1 102 COMMERCE SIT, STE. 300 TACOMA, WA 98402 PHONE: (253)573-0040 FAX: (253)573-0142 pheller@5oundenginc.com LOT AREA: 21750 SF (0.5 acres) * 34,920 SF (0.8 acres) LOT COVERAGE: MAXIMUM LOT COVERAGE: 35% EROSION CONTKOL E 1.20 ALL EXTRA 50I1-5 TO BE EXPORTED. E2 10 PROJECT DECRIPTION: NEW CONSTRUCTION OF (8) SINGLE-FAMILY E3. 10 RESIDENCE COTTAGES. E3.30 CPC CONSTRUC-ION ENTRANCE FILTER FENCE —x - x x x — EXISTING 51ORM DRAIN. DIRT STOCK. PILE —o 0 0 0 29XXX I 8TH AVE S BUILDING CLA551EICATION A. OCCUPANCY CLA5511FICATION: SINGLE FAMILY RESIDENCE B. TYPE OF CONSTRUCTION: 1. AUTOMATIC SPRINKLERS PROVIDED X YES NO 2. TYPE OF CONSTRUCTION: TYPE V-B MECHANICAL * ELECTRICAL HEATING SYSTEM REVISIONS AND/OR EXTEN510NE WILL BE PROVIDED AND SEPARATELY PERMITTED BY A DESIGN/BUILD MECHANICAL CONTRACTOR. ELECTRICAL SYSTEM REVISIONS AND ADDITIONS WILL BE PROVIDED AND PERMITTED SEPARATELY BY A DESIGN/BUILD ELECTRICAL CONTRACTOR. CODE INFORMATION ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND BY ALL OTHER GOVERNING LAWS, JURISDICTION; ORDINANCES * REGULATIONS. 2000 INTERNATIONAL BUILDING CODE (IBC) 2000 INTERNATIONAL RESIDENTIAL CODE (IP,C) 200G INTERNATIONAL MECHANICAL CODE (MC) 200G INTERNATIONAL FUEL GAS CODE (IFGQ 200G I NTERNATIONAL PI RE CODE (I FC) WASHINGTON STATE ENERGY CODE, WAC 5 -1 1 (WSEC) WASHINGTON STATE VENTILATION AND INDCOR AIR QUALITY CODE, WA 5 1-13 (VIAQ) 200G UNIFORM PLUMBING CODE (UPC) 2000 NATIONAL ELECTRIC CODE (NEC) 2000 NATIONAL FUEL GAS CODE (NFGC) NF'A 54, WAC 5 1-52 4,�.yYyt y, . 4. ..j,: S28istSt - itadondo- �' 5.282ra St tl g _ N S 284th St I � 528wthPt,n�- B " 3 a,TON cf1 .. • , -. ._ . _. _ ,ry.... '' : 2£!Sth I H an "wg Y iIMs_. l i n ! 5 2"th St Point Rd F1 Vi P, S *th w • VICINITY MA NTS Wlf `N�;rJ K?fed9}5% N:f6tc:Nq-. x u: •Mm35 fC! ?]f5%kQ Cw+h PROJECT LOCATION - `3rradr..n5 ra'Jz�afa; zr7l4u)tT4 357aa:✓.•i;; ,ttta�91� 'f 14t62: 1 _ _ u�asa•�r�; , 3 MT4 Pt nirr�a�rrr; _ rAsi�Er.+:u 16lfcMo35 s9dAdtiA2CK?4rJ•c:7Y-.; __. � Ltl ^siM1J4 S1 ssTra�a:ab rir,:xrot a arfat-)}va. 'tJdt¢3J57-H�Y6aMM, . J:lat, •8T iS!liri07&S .MTffODtBG 3'ATVYJJtR 9d7alUc3.rS5 •ifa9QS�C. �� 36lfynYlip ry1C4:CfM . Jc•Tsaaut;n .. •v,ra ra.b . .. s7rrtrrPc :_-: Ktalo N PARCEL MAP NT5 (I PARCEL LOCATIONS A1.2 A2.0 A2. 1 A2.2 A3.0 A3. 1 A3.2 A5.0 A5. 1 3E TECTU RAL SHEET INDEX 'ITLE SHEET / PROPOSED SITE PLAN ;ENERAL NOTES ;ENERAL NOTES ;OTTAGES 1, 2, 4, * 5 FIRST * SECOND LOOR PLANS COTTAGES 1 2, 4, * 5 ROOF PLAN ROOF FOUNDATION CALCULATIONS, DOOR WINDOW SCHEDULES, SECTION COTTAGES 1, 2, 4, * 5 ELEVATIONS COTTAGE 3 FIRST * SECOND FLOOR PLANS COTTAGE 3 ROOF PLAN ROOF FOUNDATION CALCULATIONS, DOOR WINDOW SCHEDULES, SECTION COTTAGE 3 ELEVATIONS COTTAGES G, 7, * 8 FIRST * SECOND FLOOR PLANS COTTAGES G, 7, * 8 ROOF PLAN ROOF FOUNDATION CALCULATIONS, DOOR WINDOW SCHEDULES, SECTION COTTAGES G, 7, * 8 ELEVATIONS GENERAL DETAILS * WALL SECTIONS GENERAL DETAILS STRUCTURAL SHEET INDEX 51 GENERAL NOTES 52 COTTAGES I ,2,4 $ 5 53 COTTAGE 3 54 COTTAGES G,7 * 8 55 COMMON HOUSE 5G 2 * 3 CAR GARAGES AND GARDEN SHED 57 FRAMING DETAILS 58 LATERAL DETAILS CHITECTS Architecture Programming Accessible Desig Interior Design , 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOMES JOB ADDRESS: - 18TH AVE 5OUTH FEDERAL WAY WA TAX ID # 3G74400140 Drown BY: S. Tanner Checked By. EDB Owner Approval: EX15TI NG FLOOR PLANS This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. AO (-, �!C1h1rIT -V Project No.: MAY Y 9 Date: OF Ay CD5 gn- CONCRETE 5TEP5 2 @ G" R15E/ I I " RUN -- 30'-G 20-G" 4'-011 GUARDRAIL @ 36" ABOVE N051N6 5`-8" 3'-52'-- 01 51-Glfl DN I '-G" DN REAR DN o PORCH D mI Dw e e REF, iv WIKO D c� L _ _I ICITI-HFKI _ N A ;� o DINING 12' � 2'-101" �- 3'-G2' -� COVERED PORCH GXG F05T �-TYF@PORCH I LAURDRYAMTH 2io6a - PANTRY 1 -- rr' CL05. 3 SHELVES � � - N 1 N �JIL. 31-21" 3'-711 n UP 6 cry %' RS I I" RUN LIVING IT o� J- - 2'-812" 2'-81 " 5-31 2 2 IY2' O HANDRAIL J @ +30' ABV. O 30 A.F.F. N051NG NIG BETWEEN -- 10'-G" GUARDRAIL TO BE SUCH - - DF 4" SHALL ROUGH ANY 2 @ G" RISE -ICAL @ ALL I I" RUN RAILINGS. 2G'-G" fI R5T FLOOR = 719.0 5E COTTAGES I , 2 , 4 * 5 EI R5T f LOOK PLAN 5CALE. 1 /4"= 1 '-O" 4 5 1 2 3 4 5 1 2) 3 4 5 LINES OF REAR PORCH * 5TEP5 M=1 r"A G STAIRS CLR. MIN. 3G" WIDTH R31 1 .5 0 1 i� IY2' O HANDRAIL @ +3G" ABV. NOSING �a N T.V. T SECOND FLOOR = 379.87 SF COTTAGE5 1 , 2, 4 * 5 SECOND FLOOR PLAN 5CALE: 1 /4"= 1 '-O" COTTAGE-5 5CALE: 1 /4"= 1 -O" 1 2, 4 * 5 ROOF FLAN Architecture Programming Accessible Desig Interior Design 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSl1F: oaTE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOMES JOB ADDRESS: 18TH AVE SOUTH FEDERAL WAY WA TAX ID # 3G74400140 Drawn By. S. TanneY Checked By. EDB Owner Approval: 6926 R ISTE Ep R ITECT (^? EMILY0. JGifterALTER STATE OF VIASHINGTON COTTAGES 1 , 2, 4 * 5 fI R5T FLOOR, 5ECON D ELOOK PLAN5 RO(JF PLANS This drawing is the exclusive property of Medici Architects, and con be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. Al a 0 RECSI ED M Project No.: MAY 2 9 2009 Date: 1 /7/08 CITY OF FEDERAL. WAY I sT SUBMIM MAY X 9 20 MEDIC ARCHITECTS I— p w COTTAGE5 1 , 2, 4 * 5 EIOONT ELEVATION 5CALE: 1 /4"= 1'-0" COTTAGE5 1 , 2, 4 * 5 REAR ELEVATION 5CALE: 1 /4"= 1'-0" RIDGE HEIGHT 0 t r)l n RIDGE HEIGHT 0 0 SECOND LEVEL o N i— p O Q W C9 1-IR5T LEVEL GRADE CRAWL SPACE COTTAGES, 1 ,2 5CALE: 1 /4" 1'-0" 4 * 5 RIGHT ELEVATION _ RIDGE HEIGHT 0 Lnico 5ECOND LEVEL _ t;IQ �a F- p O Q ' ep IF R5T LEVEL GRADE CRAWL 5PACE [?ln(--F HFI(_HT 5ECOND LEVEL p O ILI Q FI R5T LEVEL GRADE _1_—----�--- CRAWL5PACE COTTAGE5 �1� 2 4 * 5 LE1=T ELEVATION 0 N Architecture Programming Accessible Desig Interior Design , 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOMES JOB ADDRESS: 18TH AVE SOUTH FEDERAL WAY WA TAX ID # 3G74400140 Drawn By. S. Tanner Checked By: EDB Owner Approval: 6,926 STATE Of COTTAGES 1 , 2, 4 5 ELEVATION5 This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modificotic to work shown on this drawing shall not be carried out without written permission from the Architect. A1,02 Project No.: t R CE7 — Date: 1 /7/08 IST SUAM MAL MAY t 8 2 OF FEDL CDS 0 r G 11 12 3 30'-G' - -- - 2G'-G" 9'-2" 4'-0" r 5'-6l - 16'-O" 1=I K5T FLOOR = 719.0 5E COTTAGE 3 EI R5T FLOOR FLAN SCALE: 1 /4"= 1'-0" 4 5 N ^o 0 i DES iv � N - — — N TRELL5 — � P A r` _ m _ 1 2 LINE5 OF REAR PORCH * 5TEP5 BELOW of 00, 4'-3" 1 TOWE I SEAT T I T5 V2 T I 4 J* G'-52 SE CASE 23 21 2232 u wu IL ] O c. BATH ® LINE OF 6' t" CEILING HT. z� E F 6' / N F a- G HT. O S N W 20 6a DN BEDROOM 2 � U OPEN RAIL LINE OF G' CEILING HT. ff LO68 _ I I 116i / I / � I U) LINE OF 6' T CEILING HT. w Cn BEDROOM I In 26 E 26 E 2i 6 EG SS 2'-10"2' S1' I G-O" 5ECON D FLOOR = 379.87 5f COTTAGE 3 5ECON D FLOOR FLAN SCALE: 1 /4"= 1'-0"' LINES OF COVERED PORCH � ROOF BELOW I rJ I I I I I I I � I I COTTAGE 3 1200E FLAN SCALE: 1 /4" = 1 '-0" MEDIC -11 ARCHITECT Architecture Programming Accessible Desig Interior Design r" i 2233 102nd Pi. SE Bellevue, Washington 98004 Tel-, (425) 453-9298 Fax: (425) 452-8448 - -- ISSU€: DATE: I I REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION Of 6 COTTAGE HOME5 I ADDRESS: I 16TH AVE SOUTH FEDERAL WAY WA TAX ID # 3674400140 JI� Drown By. S. Tanner Checked By EpB Owner Approval: METAL ROOFING 6926 R ISTERED R ITEC7 ' LEI ILY D. UE IVIALTER f STATE D. Y M441NGTON COTTAGE 3 1=IK5T FLOOD SECOND FLOOR FLANS This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. A2,0 '[ F'VE tMAY CTvt .,� E 3 y , ktv p, Project No.: r��I; r IsC�i:'.:�.-:... Zy r u. Gti, Date: 1 /7/05 `CT IRIMMITTAl MAY 2 9 20M MEDICT11---� ARCHITECTS RIDGE HEIGHT SECOND 1- Z Q w Z FIRST LEVEL GRADE ��--��'——CRAWLSFACE COTTAGE 3 FRONT ELEVATION SCALE: 1/4"= 1'-0" RIDGE HEIGHT 0 � >no 0 N CO SECOND LEVEL _ p Z Q LU Z �J FIRST LEVEL GRADE LT CRAWL SPACE COTTAGE 3 REAR ELEVATION. SCALE: 1 /4 I '-0" COTTAGE 3 BIGHT ELEVATION SCALE: 1 /4"= 1 '-0 t?I(V-F HFI(,HT - — SECOND LEVEL H Z C) O IAJ co Z �J C9 FIRST LEVEL GRADE CRAWL SPACE f inr-F HFlr-HT SECOND LEVEL p N FIRST LEVEL GRADE CRAWL SPACE Architecture Programming Accessible Desig Interior Design / 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOMES JOB ADDRESS: 1(5TH AVE SOUTH FEDERAL WAY WA TAX ID # 3G74400140 Drawn By. S. Tanner Checked By: EDB Owner Approval: 69F6 R ISTFREE) r t ' RtTECiYU Ehrill.Y 0. '�tCti'�tALTER STATE OF WsHiNOTON COTTAGE 3 ELEVATIONS (:::)�COTTAGE 3 LEET ELEVATION SCALE: 1 /4"= I '-0" This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. E VED A2*2 MAY 2 9 2009 Project No.: CITY OF FEDERAL WAY Dote: 1 /7/08 1 CDss 1ST SUBMITTAL MAY 2 9 2009 MEDIC 64 f GUARDRAIL @ 36" A.F.F. NOTE: SPACING BETWEE INTERMEDIATE GUARDRAI MEMBERS TO BE 5UC AT A SPHERE Of 4" SHALL NOT PA55 THROUGH ANY OPENING. TYPICAL @ ALL RAILING. 2 3 4 5 CONCRETE 5TEP5 2 @ G" RI5E/ I I" RUN GUARDRAIL @ 30 ABOVE N05iNG ----- -- 26'-O 2 @ G" RI5E- I I" RUN 13'-0" EI K5T ELOOK = 8G9.0 51' COTTAGES G, 7* 8 E I K5T E LOOK PLAN 5CALE: 1 /4"= 1 '-0" 0 m I — 1 2 3 4 5 G 7 LINES OF REAR PORCH � STEPS BELOW 25'- " 001 5-22' 5'-104' - 2'- I O I 5'-22" 1616 1616 2 668 LINE OF G' CEILING HT. \ bN STOCK. 2 ( EDKOOM 2 � 5TOK. t\ I IODVO ! 2668 I. milt TALL 6" 5 ,_ 3'-0" 2'_ 1 " 2 CAB. R I A� SHELVES - BATH 2 I ov 9D DN G 71, 15 1 \ / OPEN RAIL LINE OF G' CEILING HT, i5 i U 12'-62" c 68 \ \ CL05. 2 oPEN o BEr. W \ N NOTE: SPACING ETWE N INTERMEDIATE N LO'—, I (� � � 21-01 �? GUARDRAIL MEM13 TO BE SUCH THAT A SPHERE OF 4" 57ALL N\ PA55 THROUGH ANY OPENING. LINE OF G' \ \ CEILING HT.—, DESK LINE OFFfED OPEN RAIL Roof BELOW 5Ef= NQTE ABO E\ / y I D,N LI E5 OF CO ERD PORCH ROOF BELOW 251 11 SECOND FLOOK = 229.85 5f ,COTTAGES G. 7 � 8 SECOND ELOOK PLAN � SCALE: 1 /4"= 1 '-0" o li" O HANDRAIL +36" ABV. N SING STAIRS CLK. MIN. 36" WIDTH R31 1.5 o 0 N O ME ARCHITECT I 2 3 4 5 6 7 Architecture Programming Accessible Desig Interior Design i i NOTE: ARCHITECTURAL COMPOSITION ROOFING TYP. U.N.O. � COTTAGE5 G, 7 * 8 5ECON D ELOOK PLAN 5CALE: 1 /4"= 1 '-0" 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 5 COTTAGE HOMES JOB ADDRESS: 18TH AVE SOUTH FEDERAL WAY WA TAX ID # 3674400140 Drawn By. S. Tanner Checked By: EDB Owner Approval: COTTAGES 6, 7 * 8 FIK5T FL00K, SECOND FLOOD PLANS ROOF PLAN This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. A30, RECEIVED ' MAY 2 9 2009 Project No.: CITY OF FEDr:RA _ WAy Date: 1 /7/08 CDS IST S9810MAL MAY 2 9 2003 ARCHITECTS __RIDGE HEIGHT ARCHITECTURAL COMPOSITION ROOFING 1YP. U.N.O. O SECOND LEVEL N I I FIRST LEVEL GRADE UFI,''iVVL ✓I /il L - ✓l l\LLIVLV - VENT 7"x 14" MIN. (I 3) VENTS TOTAL COTTAGES G, 7 8 FRONT ELEVATION SCALE: 1/4"= 1'-0" C RIDGE HEIGHT 123.5 ARCHITECTURAL �_ --- COMPOSITION ROOFING _ TYP. U . N'.O. /C C METAL ROOFING to , SECOND LEVEL t -- N FF F951c], � 6 B T 11 �/ w � I I .j 11 U 11 IM1 Im I ctJ _FIRST LEVEL GRADE VENT 7"x 14" MIN. (1 3) VENTS TOTAL COTTAGES G, 7 8 KEAK ELEVATION SCALE: 1 /4"= 1 '-0" VENT 7"x 14" MIN. (1 3) VENTS TOTAL COTTAGES G, 7 * (5 RIGHT ELEVATION SCALE: 1 /4"= 1 '-0" PER MANUFACTURER'S 5PEC5. VENT Tx 14" MIN. (1 3) VENTS TOTAL COTTAGES G, 7 * 8 LEFT ELEVATION SCALE: 1 /4"=1 '-0" __RIDGE HEIGHT Architecture 11TECTURAL Programming P051TION ROOFING Accessible Desig U.N.O. Interior Design 0 SECOND LEVEL N t-- z � CO w � FIRST LEVEL GRADE RIDGE HEIGHT TECTU RAL D51TION ROOFING .N.0. CO ROOFING, -')FCOND LEVEL N o O Q co w FI RST LEVEL GRADE 2233 102nd Pl. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION Of 8 COTTAGE MOME5 JOB ADDRESS: 18TH AVE SOUTH FEDERAL WAY WA TAX ID # 3G74400140 Drown,By.. S. fanner Checked By. EDB Owner Approval: 692E FffIST-07ED TECT EhjIL.Y 0.6UCH1"tAi.IER `5%1TE f"JF M�tNGiQN COTTAGES G, 7 * 8 ELEVATIONS This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. A3,02RECEEIVED Project No.: MAY 2 9 2009 Dote: I f7/08 CITY OF FEDERAL WAY CDS 1 gy SOMITML idW 2 9 Z009 CHITECTS Cn cn m CD I 2 3 T 5 6 20'-G" -- 4'_GIl 7'-O" G'- I O" `� -O O v 265E 265E 265E 0 0 0 21070 N N p 3—& T VE i FKITCHEN - rO��091Q DINING, 30" L1J ' —N CV ® w 1 chid 4'-42' z SJ__`! -- Q.- I -- I N 2o72 LLJ 01 10—" 4 " CD MAIN 36" HET -IN L i — GLO G FIREPL E PATIO/BBQ I Ln _ -IN 0 4' LOW WALL � m �n in W/CAP N BBQ 4'- 10 N _ _=Z [E ----- LANDING \ - UNHEATED 14 @ 4" I E UP CD I " R JI N 1 5'-O" — —30'- I I I " E1R5T FLOOR = 447. 1 3 5E COMMON H OU5E 1=1 R5T 1`LOOK FLAN SCALE: 1/4"= 1'-0' T 3 4 U5 fG LINES OF COMMON HOU5E ROOF BELOW IT ( I ILINES OF REAR PATIO ROOF BELOW I I 01 ( I I I I I 16'-94" I I I ; 104" 4'-2' 1 I'-9" -1N m I I Nil N N m LO 01 cm <D I a !n � I U HOBBY p _ - Cc� LU LINES OF PATIO/BBQ R/ — I * ROOF BELOW > O LO of \ N - of ® N i616 co NA R/I ICT ICT . 2'-5" 2 DN LANDING 2 STAIRS/LANDING 4'-2" 4'-G" 7-3" i5'-11" 30'-111 " SECOND FLOOR = 1 75.7E 5F 1 5'-0" COMMON HOUSE 5ECON D f LOOK PLAN 5CALE: 1 /4"= P-0" COMMON HOUSE ROOF FLAN SCALE: 1 /4"= 1 -0" Architecture Programming Accessible Desig Interior Design , 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOME JOB ADDRESS: 18TH AVE SOUTH FEDERAL WAY WA TAX ID # 3G74400140 Drawn By. S. Tanner Checked By, EDB Owner Approval: &92b R ISTERED ITECT Rm SME OF WASHiNaTn COMMON HOUSE FIRST FLOOR SECOND FLOOR PLAN5 This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modif,c, to work shown on this drawing shall not be carriec without written permission from the Architect. A4, ORECEIV MAY 2 9 20 Project No.: CITY OF FEDM Date: 1 /7/08 CDS IS"1 MAY 2 9 2009 N COMMON HOU5E fKONT ELEVATION SCALE: 1 /4"= 1 '-0" COMMON HOUSE REAR SCALE: 1 /4"= 1 '-0" N ELEVATION Rir)(=2F HFI(=,HT � tnla� N 5ECOND LEVEL CO O t\ EIK5T LEVEL — — GRADE CRAWL SPACE Pin(,F HFI(-'HT Ln1Q LnIco -0 O N SECOND LEVEL b O -1 , FIRST LEVEL GRADE CRAWL 5PACE N COMMON HOUSE FIGHT ELEVATION SCALE: 1 /4"= 1 '-0" N COMMON HOUSE LEFT ELEVATION SCALE: 1 /4"= 1'-0" Pln(;F HFI(-,HT ts�p 5ECOND LEVEL b O i\ FIRST LEVEL GRADE CRAWL SPACE Rin(;F HFI(>HT �rctwL - CRAWL SPACE MEDICT11 ARCHITECTS Architecture Programming Accessible Desig Interior Design 2233 102nd P1. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 I ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOMES JOB ADDRESS: 16TH AVE SOUTH I'EDERAL WAY WA TAX ID # 3G74400140 Drawn By. S. Tanner Checked By. EDP Owner Approval: 6926{ RECT EMILY D. t�i'1'�ALTER SME OMASHINGTON COMMON HOUSE ELEVATION5 This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. . TVE—D A4,2 MAY 2 9 2009 Project No.: CITY OF FF P,41_ kAP,,y Date: 1 /7/06 1ST SUBMITTAL MAY 2 9 2009 MEDIC 'A IARCHIECTS I GARAGE = 665.85 SF 13 CAR GARAGES FLOOR PLAN SCALE: 1 /4"= 1'-0" 10'-7" CONCRETE PAD 0 CD r— POTTING TABLE GARDEN/TOOL 5 ED A", 2'-9° GARDEN/TOOL SHED = I 12 SF GARDEN/TOOL SHED FLOOR PLAN SCALE: 1 /4" = 1 '-0" 3 CAR GARAGES ROOF PLAN SCALE: 1 /4"= 1'-0" GARDEN/TOOL 5t1ED ROOF PLAN SCALE: 1 /4"= P-0" GAR AG E = 44 7. 1 5 f 2 CAR GARAGE FLOOR FLAN SCALE: l ;'zV -= { '.-0" 2 CAR GARAGE ROOF FLAN SCALE: 1 /4"= I '-O" Architecture Programming Accessible Desig Interior Design , 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 6 COTTAGE HOMES JOB ADDRESS: 16TH AVE SOUTH FEDERAL WAY WA TAX ID # 3G74400140 Drawn By: S. Tanner Checked By: EDB Owner Approval: 69'6 R ISTERED R ITECT €S{LYt1. J�ii{rtALTR STATE OF Y A.SHJNr>TOP# 3 * 2 CAR GARAGES GARDEN/TOOL 5N ED PROPOSED FLOOR ROOF FLANS This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. A50 RECEIVED • MAY 2 9 2009 CITY OF FEDERAL WAY Project No.: CDs Date: 1 /7/06 IST S. 98 1MAL MAY 2 9 2009 RIDGE HEIGHT MEDIC1 -��3 I _! I i Ii I I_ llli III i � i i t I IIII I 11 I 111 it f ii II �i �' I I I i II II I I ARCHITECTS Si Ii iI I III 'I I II 1 � � -sl, ►► - I RIDGE HEIGHT Architecture I Programming ____._ -- i I I 11 i I+ , I � �:N _ Accessible Desig TOP PLATE -IN Interior Design -- TOP PLATE JI —IN _ o 0 0 -E:E E: El EEI_ 5LAB ON GRADE SLAB ON GRADE SLAB ON GNr%RADE _ - — — — 2233 102nd PI. SE Bellevue, Washington 98004 3 CAR GARAGES FRONT ELEVATION 03 CAI GARAGE5 LEFT ELEVATION GARDEN/TOOL 5HED NORTH ELEVATION Tel: (425) 453-9298 SCALE: 1/4"= 1' 0" SCALE: 1/4"= 1'-0" Fax: (425) 452-8448 RIDGE HEIGHT 0 -- —y -- ISSUE: DATE: li II_ iI I i _ II r II: _II III- Ii I I II I I �I I IiI Ili I I II III ILi it II i — - RIDGE HEIGHT REVISIONS: DATE: III III III I I ! I 11 IN ii TOP PLATE -i N Ii f II �I III 11 II CLIENT / PROJECT: _ _ TOP PLATE _ COTTAGES AT REDONDO --- --- - --- — -- — O NEW CONSTRUCTION OF 8 COTTAGE HOMES O O _ O - _ - - - 5LA13 ON GRADE SLAB ON GRADE NN - SLAB ON GRADE 3 CAR GARAGES TEAR ELEVATION 3 CAR GARAGES RIGHT ELEVATION GARDEN/TOOL 5NED WE5T ELEVATION JOB ADDRESS: SCALE: 1 /4"= 1 '-0" SCALE: 1 /4"= 1 -0" 16TH AVE SOUTH FEDERAL WAY WA TAX ID # 3G74400140 RIDGE HEIGHT I I I II I L i i i! II it I Ii IiI i III I I Iff I I I I I I I II 1 t II SI II II - -III II ! 14 1 _=— � I _ — — — -- RIDGE HEIGHT -- I I Drown By S. Tanner 1 ,1 - I Checked By EDB Ii li 11 II II fi iIII � _ � - Owner Approval: I II _. II II it ii i �1 I I I —IN —IN i i 11 i II i i v TOP PLATE — TOP PLATE JI IL —IN L_i. ERE_ - 6926R 15T£Rp f ^' o - o o X d tTl~CT i saa�� OF vrr��Ml�e�oly - — SLAB ON GRADE SLAB ON GRADE - — — — — — SLAB ON GRADE 2 CAR GARAGE WEST ELEVATION 2 CAR GARAGE NORTH ELEVATION (:)GARDEN/TOOL 5H ED 50UTN ELEVATION SCALE: 1 /4"= 1 '-0" SCALE: 1 /4"= I '--0" SCALE: 1 /4"= 1 '-0" 3 2 CAR GARAGE5 RIDGE HEIGHT III II _ I Ii i I i !i i I 1 1 -I -- - GARDEN/TOOL SHED illl III Ii _f{ �I 1I1 ill I I I i 1 III Ili i i iI it I ►I _4 � �1. I I ,1It ELEVATIONS ---- I RIDGE HEIGHT fl III Ii II_ �I I II it i 11 I iI I I � I i i i I � _ 'li iIi i 11 I Ii II _Ili ii iII Ii ( I I II I II { �, i —IN I I I TOP PLATE II Ii ii III i, i TOP PLATE - — — — This drawing is the exclusive property of Medici Architects, and can be reproduced only with the �_ -- - — permission of the Architect. Variations and modifications -- to work shown on this drawing shall not be carried out --`— --- s -- O O O without written permission from the Architect. 1 - -�-- - - — 5LAB ON GRADE SLAB ON GRADE SLAB ON GRADERECEIVED) • MAY �� 2 CAR GARAGE EAST ELEVATION 2 CAR GARAGE SOU�T�1 ELEVATION GAI�DEN/TOC�L 5t1 ED EAST ELEVATION A5Project No.. C17YOF FMrw -i�ytff�,Y SCALE: 1 /4"= 1 '-0" SCALE: 1 /4" = 1 '-0" Cos Date: 117/08 _ -- IST SttBNitTffAl MAY 2 9 2009 PLANT SCHEDULE: MEDICI __z ARCHITECTS SYMBOL QUANTITY BOTANICAL I COMMON NAME SIZE / SPACING TREE UNITS SUBTOTAL SYMBOL QUANTITY BOTANICAL I COMMON NAME SIZE / SPACING SYMBOL QUANTITY BOTANICAL / COMMON NAME SIZE / SPACING EACH UNITS Deciduous Trees Groundcovers and Perennials (Contd..) 0 (9) Acer ginnala `Flame' / Amur Maple 2" Caliper 5 4.5. Deciduous Shrubs CM Heuchera sanguinea / Cord Bells 1 gallon container / 20" on center spacing .. (9) Acer pahmtum `Sango Kakis" / Coal Bark maple 2" Caliper .5 4.5 O Cornus sericea `Kelseyi' / Dwarf Red -twig Dogwood 2 gallon container ID fl:osta sieboldiana / llosta. I gallon container / 20" on center spacing ® (6) Amelanchier canadensis / Service Berry Tree 2" Caliper 1.0 6.0 Symp uric arpus alba / Snowberry 2 gallon container JO Liriope xmuscari `John Birchl / Lilyturf 1 gallon container / 20" on center spacing (1.4) Cornus kousa /K.ousa Dogwood 2" Caliper .5 7.0 Rosa rugosa `Hansa'/ IRamanus Rase 2 gallon container ® Mahonia repens / Creeping Mahonia 411' container / 1.8" on centerspacing o (5) ' Corn. us nutal.lii � flr�rida / lddre s White Wonder' 2 " Caliper .5 2 -..5 q. lRubus deliciosus / .Rocky Mountain Thrmbleberiy 2 gallon container CE Lawn � b � • Hopkins LTD i. RL Seeded Ecoturf Meadow Mix (Fragrant Herbal La it Seed Mix as supplied by Hobbs and p Dogwood mix consists of a special blend f Roman ChamomileSweet Alyssum, Strawberry ��-.protrinela�avriseed.com. Seed ._ , s . o_C`�' 0 Pennisetum orientale / Fountain Grass 2 gallon container Clover, dwarf Perennial Ryegrass, Hard Fescueand Yarrow rnillefoliunt Seeding Rate: 2 lb. per 1.000 scl,1) (9) Fraxinus americana 'Autumn Applause' 2" Caliper 1.0 9.0 Philadelphus lewisii /Wild mock Orange 5 gallon container(7) IVlalns ',Iewelcole' /Red Jewel Flowering Cral�app 2" Caliper 1.0 7.t) O Seeded. Lawn (Peiennral Rye Blend) Viburnum cipulus Coiripactum'/ S gallon container ♦ (3) i?elkova serrata 'Villagc Green' / Zelkova 2" Caliper 1.0 3.CI ''"''` Compact European Cranberry Bush I� O Coniferous Trees (6) Calocedrus decurrens / Incense Cedar (6) Thu,Ja plicata / Western. Red Cedar Evergreen Shrubs h Arbutus unc,do Coinpacta / Strawberry Tree Epiimedium grandiflorurn / Bishop's Hal Erica. darleyensis /:Heath Lavandula angustifulia " `f ickel Purple or :Munstead"/ Lavender Mahonia i€qui olium / Oregon Grape Osmarithus burkwoodii / Osmanthus R.osmarinus officinalis `.Lockwood. de Forest' / Dwarf Rosemary Viburnum tint<is `Springwrood Pink' / Vac Pol t Croundcovers and Perennials 6-7' Height 1.5 9 6-7' .Height 1.5 9 CR Acanthus mollis / `Bear's Breech' i gallon container / 18" on center spacing 61.5 Total CEAchillea millefalium.. / Yarrow 4" container / 18" on reinter spacing CE Astilbe ch .nensis `Pumila' / False Spirea 4" container / 18" on center spacing 5 olio container b n ri CE Asarucaudatum / Wild Ginger 4" container / 12" on center spacing 2 gallon containercontainerrn CE Dianthus deltoides / Maiden Pink 1 gallon container / 18" on center spacing 2 gallon container CEGaultheria procumbens / Wintergreen 4" ntainer / 18" on center spacing 2 gallon containerco CE Geranium `Johnson's Blue' / Cranesbill 1 gallon container / 20" on center spacing 5 Sallon container 5 gullon. container 2 p1lon container Seasonal Annuals CE Types and colors as selected from ;available stock.. 4" container / 12" on center spacing Vines © Clematis inotitana `Rubens' / Aiten .oiie Clematis I gallon container PLANTING NOTES: 1: All new planting areas shall receive minimum 6" compacted depth of imparted Pacific Topsoils two-way topsoil and 2" compacted depth of imported Comp - mulch. 2. All future planting areas around all units and structures shall. receive minimum 4" compacted depth of imported Pacific Topsoils two-way topsoil and 2" compacted depth of imparted Comp - mulch. 3. All new, community garden areas shall receive minimum 12" compacted depth of imported Pacific Topsoils two-way topsoil and 2" compacted depth. of imported Comp _ mulch. Yin ' 5 p:ltoi3 container Z ,�� ,;.- _ 1 CAH Is Architecture Programming Accessible Desig Interior Design 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOMES JOB ADDRESS: 18TH AVE 50UTH FEDERAL WAY WA TAX ID # 3G744001 40 Drawn By. SC Checked By. CDL Owner Approval: INCORPORATED P.S. STATE OF 2800 NORTHUP WAY, SUITE 100 wASHINGTON BELLEVUE WA 98004 FSGiSTSFW PH: 425.454.5723 LA%MAPE ARCHITECT FX:425.284.6253 IFA. W, E-: jgm@jgm-inc.com ICATE W. 442 TREE RETENTION PLAN PLANTING PLAN P+ t Nwsbw. T of a 0a kL,�. v— -k This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. L 1,0 0 f it PLANTING PLAN SCALE: I / I G"= I '-0" Project No.: Date: 2/ 1 2/201 O MEDIC CHITECTS d d REMOVE BURLAP AND d�J : d TWINE OFF TOP 1/3 OF d ROOTBALL 3" WATER BASIN FINISH GRADE 2" MULCH LAYER PLANTING MIX AS SPECIFIED BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACTED NATIVE SOIL 6" ROOTBALL (" ATYPICAL SHRUB PLANTING DETAIL 1-% NOT TO SCALE SHRUB-1 a- PINE POLE /A I L ING ROOTBALL --> O TRUNK °` PINE POLE PLAN NOTE: PLANT TREES 1" HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL BE NOT LESS THAN 2 TIMES ROOTBALL DIAMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND 12 GA. WIRE, TWIST TO TIGHTEN 1/2" DIA. BLACK RUBBER HOSE TYP. 2" DIA. LODGEPOLE PINE STAKE - TYP REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL 2" DEPTH MULCH LAYER 3" WATERING BASIN FIN15H GRADE BREAK SIDES AND BOTTOMS OF PLANTINGS PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED RECOMPACTED NATIVE SOIL 41 2" BARK MULCH 2" WATER BASIN PLANTING MIX GROUNDCOVER PLANTING NOT TO SCALE GRNDCVR1 NOTE: ALL GROUNDCOVER/SHRUB SPACING SHALL BE EQUIDISTANT UNLESS OTHERWISE SPECIFIED DISTANCE ON CENTER AS SPECIFIED START FIRST ROW OF PLANTING AT 1/2 THE PERPENDICULAR SPACING BETWEEN ROWS EDGE OF PLANTING AREA ;; TRIANGULA�RPL ANT SPACING V l NOT TO SCALE CANT dG TREE UOUS C--rNLINK 3 POST s 1AX. 10O.C. L AT - DRIPLI I. SIX FOOT -HIGH TEMPORARY CHAINLINK FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USIW_- PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER I" IN DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOILS AS SOON AS POSSIBLE. 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TYPICAL CONIFEROUS TREE PLANTING (F)NOT TYPICAL EXISTING TREE PROTECTION E NOT TO SCALE TREE—CON1 TO SCALE TREEPROTE:-ON =SPACE °~ PINE POLE lA IL ING ROOTBALL O TRUNK PLAN PINE POLE NOTE: PLANT TREES P HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BALL DIAMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND STAKES - TYP. 12 GA. WIRE, TW15T TO TIGHTEN 1/2" PIA BLACK RUBBER HOSE TYP. REMOVE BURLAP AND TWINE OFF TOP 1/3 0 FINISH GRADE COMPACT SUBGRADE TYPICAL DNOT DECIDUOUS TREE PLANG NTI TO SCALE TREE—DECID1 Architecture Programming Accessible Desig Interior Design , 2233 102nd PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 0 ISSUE: DATE: REVISIONS: DATE: CLIENT / PROJECT: COTTAGES AT REDONDO NEW CONSTRUCTION OF 8 COTTAGE HOMES JOB ADDRESS: 18TH AVE 50UTH FEDERAL WAY WA TAX ID # 3 G 74400140 Drawn By. SC Checked By. CDL Owner Approval: This drawing is the exclusive property of Medici Architects, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. L 1,0 1 Project No.: Date: 211212010 SHORT PLAT NO. xxx CITY OF FEDERAL WAY KING COUNTY, WASHINGTON BASIS OF BEARING CITY OF FEDERAL WAY SHORT PLAT No. 02-102628-00-SU AS RECORDED UNDER RECORDING No. 20041027900001, RECORDS OF KING COUNTY, WASHINGTON. EQUIPMENT USED 70PCON GTS 211D TOTAL STATION HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION EASEMENT FOR SLOPES FOR CUTS AND FILLS PERTAINING TO THE "REASONABLE ORIGINAL GRADING OF THE AVENUES AND STREETS SHOWN HEREON (DEDICATION PAGE OF PLAT)" LEGEND ® MONUMENT FOUND AS NOTED ® REBAR AND CAP SET LS NO 19635 O FOUND REBAR AND CAP AS NOTED CEDAR TREE 04 WATER VALVE FIRE HYDRANT t$? SEWER MANHOLE -0- POWER POLE CATCH BASIN SIGN VERTICAL DATUM CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC HWY. S AT DASH POINT ROAD SOUTH EL=421.96 NGVD-29 SURREY NOTES CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332--130-090 PROPERTY CORNERS SET, EXCEPT AS NOTED, REPRESENT DEED LOCATIONS OWNERSHIP LINES MAYBE DIFFERENT. OBVIOUS ENCROACHMENTS, IF ANY, ARE SHOWN. HOWEVER, NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. THE DRAWING SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF 714E INFORMATION OBTgINED BY THE SURVEYOR IN HIS FIELD WORK, OFFICE WORK AND/OR`RESEARCH. THIS SURVEY REPRESENTS DEED CORNER POSITIONS ONLY. DEED LINES WERE NOT TRAVERSED, 774EREFOR POSSIBLE ENCROACHMENTS ARE NOT SHOWN OR REFERENCED EXCEPT AS SHOWN. m BASIS OF BEARINGS ON N 89'57'00" W 648.48' REC. CASE ---�---- IN CONIC (11-27-02) RECORDING N0. I VOL/PAGE 0' 50' 100' 150' SCALE: 'I" = 5W PARCEL NO.: 3674400140 & 3674400145 PORTION OF. NW 1 /4 of SW 1 /4, S. 04, T... 21 N, R. 4 E, W.M. CE TERUNE I 1 CASE MON % `BRASSY W/ 8011°�- C , PUNCH 54 8 6 5 (11-27-02) ..�110 !4 3 k 0 Y Q a cALc W Q~ QC (k or e <C Q U � A W W CENTERLINE to ct1Sv'a> o SAN. MH RIM 457.84 25 15 IE 8" PVC N. 448.61 IE 8" PVC S. 448.55 NORTH 18TH AVE. SOUTH LADDER WEST SIDE ---. _._� CROSS SEC71ON NOT TO SCALE • 30 w ! 3.00 / I I / LOT 2 / LOT 1 \ 8 '5T36" W V / '' 122.04; 87.51' 4 b» CEDAR aI_ • W W �i I cof ROAD, & UTi 3UTY g �: TRACT "A" S I / EASEMENT m n 7000 SQ. PT. $ n REC. No. 61894fi3 0 LOT 8 3.00 DEDICATED TO CITY FOR / � t�5o� « v� �`�° T RIGHT OF WAY. �+ o, �E h N 89 57 41 W J423.fi5 0.57 87.51 AFN NO. / �o N v 0 10.00 111.16' 3 277 SQ. FT °` 10.26 139.73 0.01 AC 20.52' S 89� 5. 7'_41 " _ _ E 253.18' �0) 190.70' MACT To PRIME ROAD 13825 SQ. FT. � a 4- Ln 120.02' 0a 8 L32.03' 00 , CB I 1 R25.00' RIM 446.18 5� �O r" - - - - - mo o- ,- - &=73*23, 59 L96.08, 72f 00SQ 1 LOT 2 \� LOT 9 A4122'19'4 SAN. MH 1 7200 SQ. FT. RIM 446.02 30.78' L_ 120.02'-----j Z-------- 179.64' IE W PVC N., S. & E. 436.20 33. 6 S 89'5746" t 394.34' LADDER WEST SIDEN>/ LOT 1 LOT 2 LOT 3 J AQ x J \ SAN. MH / RIM 447.49 SA WYER SHORT PLAT ZONING=RS Z 2 TAX PARCEL NUMBER 367440-0145 & 0140 LOT 1 = 18TH AVENUE SOUTH LOT 2 = 187H AVENUE SOUTH LOT 3 = 18TH AVENUE SOUTH LOT 4 = 18TH AVENUE SOUTH TRACT "A" -- DRAINAGE TRACT TRACT "B" - PRIVATE ROAD 5MLER ARNARD & A OC. INC S B LAND SURVEYING PLANNING & PIA rNNG 12714 VALLEY A W. EAsr SUM%W* WA. MW P.• 253-826-8135 F 253-826-8138 www.sadl"amard.com LOT 3 ROAD & UTIUTY EASEMENT REC. No. 61894.63 250.39' 162.88 114 iCEDAR L01 17" CEDAR I Be. FT. ` L39.31, 1 R45.00' A-50'02'52 kN 89'5736" W I L63.64' t R45.00' 1) d 3`i 1 ,6=81'01'26"- '� � 1 CID �o N i� LOTI �? 7200 $e. 1/ . N 91.60' 4-4---E-� oom 11/23/07 12-1! FOUND REBAR & CAP --� LS No. 11286 TO BE 0.02' N. SHORT PLAT PREPARED FOR SAWYER ENTERPRISES, INC. 2016 38th ST. NW GIG HARBOR, WA. 98335 DMM. BY DATE JOB NO. T. W.K. 2-8-06 2005245 CHKD. BY SCALE I SHEET D.O. 1 " = 50" 2 OF 2 1ST Si1BM1T1At MAY 1910U9 rn 3 -9 0 to C. 1 z a d- u7 c� 0 0 w 0 cn I a i rn 0 0 N v GRAPHIC SCALE ( IN FEET ) 1 inch = 30 it. e PROPOSED 24-FT SWING GATE, 5-FT PEDESTRIAN ACCESS GATE, KIOSK, AND ALL ASSOCIATED MOTORS, MATERIALS AND COMPONENTS SHALL BE BIDDER DESIGNED. ALL COMPONENTS SHALL MEET CURRENT SOUTH KING FIRE AND FEDERAL WAY REQUIREMENTS. CONTRACTOR SHALL CONTACT SEI IMMEDIATELY IF CONFLICT ARISES. THE OWNER AND ARCHITECT SHALL BE INVOLVED WITH SELECTIONS OF STYLES, COLORS AND OTHER GATE AESTHETICS. BUILDNG STATISTICS MAXIMUM BUILDING FOOTPRINT: 800 SQ. FT. UNIT SIZE: BETWEEN 800 AND 1,100 SQ. FT. MAX. 1ST FLOOR AREA: 800 SQ. FT. MAX. 2ND FLOOR AREA: 35% OF 1ST FLOOR APPROXIMATE GROSS FLOOR AREA: 8,800 SQ. FT. L MIN. OPEN SPACE AREA: 500 SQ. FT. PER UNIT W/MIN OF 3,000 SQ. FT. PER AREA OPEN SPACE REQUIRED: 500 * 8 = 4,000 SQ. FT. OPEN SPACE PROVIDED: APPROXIMATELY 4,005 SQ. FT. (COURTYARD AREA) ADDITIONAL OPEN SPACE PROVIDED: APPROXIMATELY 13,104 SQ. FT. (TRACT B AND TERRACED AREA) PRIVATE OPEN SPACE: 400 SQ. FT. OF OPEN SPACE IN FRONT YARD DENSITY MAXIMUM DENSITY. 12 COTTAGES PERMITTED IN A C.H.D. DENSITY CALCULATION: 2 COTTAGES PERMITTED FOR EACH UNIT PER UNDERLYING ZONE UNDERLYING ZONE WOULD PERMIT APPROXIMATELY 4 UNITS THEREFORE 8 UNITS WOULD BE PERMITTED IN THE C.H.D. CURRENT AND PROPOSED USE SITE IS CURRENTLY VACANT LAND. THE PROPOSED USE IS SINGLE-FAMILY RESIDENTIAL NUMBERS BUILDING CLASSIFICATION FAMILYGLE RESIDENCE CATION PARCELOCCUPANCY CLASSIFICATION: 3674400140 & 3674400145 TYPE OF CONSTRUCTION: V-B PROJECT SITE COVERAGE EXISTING (% COVERAGE) PROPOSED(%COVERAGE) BUILDINGS 0 SQ.FT.( 0%) 9,547 SQ.FT.( 17%) CONCRETE/PAVING 0 SQ.FT.( 0%) 11,762 SQ.FT.( 207) TOTAL IMPERVIOUS 0 SQ.FT.( 0%) 21,309 SQ.FT.( 377.) PERVIOUS PAVING 0 SQ.FT.( 07.) 2,606 SQ.FT.( 47.) LANDSCAPED/NATURAL 58,190 SQ.FT.(1007.) 34,275 SQ.FT.( 597.) 58 TOTAL PROJECT AREA 58,190 SQ.FT.(100%) ,190 SQ.FT.(100%} PARKING STATISTICS MIN. PARKING: 1.8 SPACES PER UNIT MIN. PARKING REQUIRED: 15 SPACES PARKING PROVIDED: 17 SPACES GUEST PARKING: 15% OF TOTAL DESIGNATED FOR GUESTS GUEST PARKING PROVIDED: 2 SPACES GARAGE AREA: NO SHARED GARAGE OR CARPORT MAY EXCEED 800 SQ. FT. GARAGE AREA: NO MORE THAN 50% OF COVERED PARKING MAY BE CARPORTS GARAGE PARKING PROVIDED: 8 SPACES IN SHARED GARAGE STRUCTURE NEW RO /PROPERTY LINE. 3' TO BE DEDICATED AND INCLUDED IN 18TH AVE, S. UTILITY NOTE LOCATIONS OF UTILITIES, EXCEPT SANITARY SEWERS, AS SHOWN ON THESE PLANS, ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE U11LITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUND ENGINEERING ASSUMES NO LIABILITY FOR THE LOCA11ON OF UNDERGROUND UTILITIES. LEGAL DESCRIPTION THAT PORTION OF LOT 8, BLOCK 2, JEANNETTE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. BEING DESCRIBED AS FOLLOWS: THAT PORTION LYING EAST OF A LINE RUNNING SOUTH FROM A POINT 122.04 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT. AND ALL OF LOT 9, BLOCK 2, JEANNETTE SOUND VIEW TRACTS, AS PER PLAT RECORDED IN VOLUME 44 OF PLATS, PAGE 68, IN KING COUNTY, STATE OF WASHINGTON. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY SADLER/BARNARD & ASSOC. INC. (SEE SHEET TS FOR TOPOGRAPHIC SURVEY SHEET) WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SEI CANNOT ENSURE ITS ACCURACY. CASE MI GIN RP,,SSY t./ I'i.iNC.H (11--27--02") COTTAGES AT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 N, RANGE 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON COVER SHEET N 89 ,57'00" fib' 6484 48' L. IC K TA _.,�. POTHOLE NOTE PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING U11UTY LOCATIONS HORIZONTALLY AND VERTICALLY. IF LOCATIONS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER 1-4----,1t X k' x---=-- f, % PARCEL#3674400151 PROPOSED 5' WIDE /f� f PEDESTRIAN ACCESS GATE f OILS REPORT MOTES THE FOLLOWING SOILS REPORT NOTES FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOE INVESTIGATION PERFORMED BY: JAMN ENGINEERING & CONSULTING BUSINESS, INC. PO BOX 181 �;UIURN, WA 98071 TEL 206-786-8645, FAX: 253-833-7316 REPORT GATED DECEMBER 5, 2005 AND ALL SUBSEQUENT ADDENDUMS. FILE #: G001-110 1. IT SHILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARKON, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. SEI SHALL BE CONTACTO IF A COPY IS NEEDED. 2. ANY ROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DNWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE OILS ENGINEER. 3. A RERESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWOK OPERATIONS AND TO VERIFY FIELD CONDI11ONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SOMIT FIELD REPORTS CERTIFYING THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGIEER. 4. THE ONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REDRT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT. SUBGRADE PREPARAON OF BUILDING. 5. THE )NTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPEC1IONS WITHIN BID PROPOSAL. LOT EXHIBIT -1,50 z50.39' N89057'36W _ 37.55' 37.50 37-55' 42.00F T I o ' LOT 8' LOT 7 1 LOT 6' LOT 5 C) ro 2475 SF Irp 2475 SF i'o 2475 SF ra 2623 SF r^ o I� Io Io I0 �o N) r r 1 r r r r r r r t L37.5Z-507.57.50J ' 37.42' N89*57'41'W _ 5s:5o' ____... qlo _. — — —.._RACT A �"O LOT 4 r 309$4 SF r0 rn o r� 2709 SF 'rh .� �* 00 rn � __54.00'ru 105.00' - - - - (�43.00��43.00'—� 67.00' _7 ' W / TRACT B - r i- LOT 1 i LOT 2 i LOT 3 ,� N 6774 SF (,� 2472 SF {� 2472 SF I^ 2731 SF Jo M I I / tQ r 1to r� 1� /� \D .43.00' 43.00' 38.00' 1 , } ;S89'57'46'E 391,26' i i PARCEL#3674400135 2 R E C, N o 6A 8 9 46 ""3 i► ►i u ►i►i♦i�i�i�i 0►!.!.2.�.2♦ moo! iiliiil %%%��%%%%%% 41;111=1, �i�i� see♦i♦iee�e♦e♦ire♦eke♦ie♦♦e♦s� ie�♦�' �i♦i♦i♦i♦i♦iei♦i♦i♦i♦i♦i♦i♦i♦i .may; �� • .-_.-�..— / A< v Qv LOT I I LOT 2 762 5F 782 SF m(.D X S890 PARCEL#36744001527 fSTANDARD PARKING SPACE 9'x18' MINIMUM :ACT PARKING SPACE 5' MINIMUM F ?. BASIS OF BEARING CITY OF FEDERAL WAY SHORT PLAT NO. 02-102628-00-SU AS RECORDED UNDER RECORDING NO. 20041027900001, RECORDS OF KING COUNTY, WASHINGTON. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. CURRENT OWNER TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 UTILITIES WATER & SEWER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY TELEPHONE: QWEST GAS: PUGET SOUND ENERGY WATER NOTE WATER PLAN WAS DESIGNED IN COORDINATION WITH LAKEHAVEN UTILITY DISTRICT. SURVEYOR LOT 3 782 5F �T f -GARDEN/TOOL SHED f 102 SF PARCEL#3674400204 PARCEL#3674400195 o t IL U tL I COMMON GRAVEL GARDEN PATH PARCEL#3674400190 �co 3 1.26' _v PARCEL#3674400150 ct PARCEL#3674400187 SADLER/BARNARD & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 12714 VALLEY AVE. EAST SUMNER, WA 98390 P: 253-826-8135 F: 253-826-8136 SITE BENCH MARK SOUTH BOLT ON TOP FLANGE OF HYDRANT, LOCATED AT THE NORTHWEST CORNER OF SITE AS SHOWN. ELEVATION = 459.90 SHEET INDEX Cl COVER SHEET C2 EROSION CONTROL PLAN C3 EROSION CONTROL NOTES AND DETAILS C4 GRADING PLAN C5 COMPOSITE DRAINAGE & UTILITY PLAN C6 DETENTION VAULT C7 ROADWAY PLAN & PROFILE C8 GENERAL NOTES AND DETAILS C9 GENERAL NOTES AND DETAILS TS TOPOGRAPHIC SURVEY VICINITY MAP N.T.S. LEGEND PROPOSED MONUMENTS AS NOTED WATER VALVE ►® FIRE HYDRANT ® WATER METER ® STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE 2 0 DRAINAGE MANHOLE 0 CLEAN OUT • YARD DRAIN 9 SANITARY SEWER MANHOLE (S !� SIGN POST UTILITY POLE -- - STORM DRAIN LINE SD ROOF DRAIN UNE RD WATER LINE W __ - __ _1 ; ; . - _. SEWER LINE S RETAINING WALL /500 / (FINISH CONTOUR _ GRADE) FINISH GRADE ELEVATION TOP OF WALL (TW ELEVATION FINISHED GRADE ( G) ELEVATION SLOPE DIRECTION ARROW x,xX% CONCRETE PAVEMENT �`�`'t v•1�•;~ ASPHALT PAVEMENT PERVIOUS PAVEMENT BLOCK PAVERS OR ROVED EQUIVALENT SEE 2009 KCSWDM C2.6.4) FENCE X SJDFE -SEWER ! iiNE SS WATER SERVICE LINE WS TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND SEI ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. SITE PLAN NOTE SEE ARCHITECTURAL PLANS FOR OFFICIAL SITE PLAN AND DIMENSIONING PLAN CITY OF FEDERAL WAY PUBLIC'140RKS DEPARTMENT PRECONSTRUCTION/INSPECTION NOTIFICATION PHONE NUMBER (253) 661-4131 ARCHITECT MEDICI ARCHITECTS 2233 102ND PL SE BELLEVUE, WA 98004 SITE LOCATION 29812 18TH AVE S FEDERAL WAY, WA 98003 FLOOD PLAIN SITE OUTSIDE THE 100-YEAR FLOOD PLAIN PER FEMA FLOOD MAP 53033!:1235F UPD°.TTM 5.1995 EARTHWORK QUANTITIES 2,28 i 'Y CUT 504 Gy FILL 1,777 NET CUT Q— MES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL IXNIlZx. 14 CALL 48 HOURS BEFORE �OU DIG 1— 800— 4,24— 5555 VERTICAL DATUM CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 VERTICAL DATUM: NGVD-29 PERMIT N0, APPROVED DATE I ®A>a 1 or, SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573.0142 www soundenginc.com - sound@soundenginc.cwm PROJECT: COTTAGES AT REDONDO CLIENT: TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 TEL: (360) 841-7971 FAX: EMAIL: PROJECT ENGINEER: J. HAUG E-MAIL: jhaug@soundenginc.com DRAWN: KBEST BY QR: JFH 1/2012009 BY DATE SCALE:1"=30' DATE:1/20/2009 PROJECT #: 06154.10 SHEET NAME: COVER SHEET clMAY ny OF EDE CDS SHEET 1 OF 10 ISr SIMTK MAY 19 200 10 GRAPHIC SCALE ( IN') 1 inch = 20 ft C B RIM 446.18 IE 12" CONC. S. 443.10 ol IE 12" CONC. N. 443.26 .0 1 0 c 0 U a) uJ i co l 0 U CONSTRUCTION SEQUENCE i 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH FEDERAL WAY. AN EROSION CONTROL LEAD PERSONS NAME AND PHONE NUMBER SHALL BE rl DESIGNATED AND PROVIDED TO THE CITY AT THIS MEETING. 4 2. FLAG AND FENCE CLEARING LIMITS. ul o 3. INSTALL CONSTRUCTION ENTRANCE. in z 4. INSTALL PERIMETER PROTECTION (FILTER FABRIC FENCE) AND INLET z PROTECTION ON EXISTING CATCH BASINS. Q 5. INSTALL SEDIMENT TRAP AND INTERCEPTOR DITCHES PER PLANS OR AS NEEDED. Lo o 6. GRADE SITE PER GRADING PLAN. (SHEET C4) 0 7. CONSTRUCT CONCRETE DETEN11ON VAULT PER PLAN. 0 8. CONSTRUCT BUILDING PADS AND UNDERGROUND UTILITIES PER PLANS. 9. CONSTRUCT WATER AND SEWER SERVICES TO BUILDING PAD AND THE STORM 0 DRAIN SYSTEM INCLUDING CATCH BASINS, YARD DRAINS, CLEANOUTS, AND a PIPES. INSTALL INLET PROTECTION AS THE CATCH BASINS ARE INSTALLED. 10. CONSTRUCT SITE ENTRANCE, ACCESS DRIVES AND PARKING AREAS. i 11. CONSTRUCT REMAINDER OF SITE IMPROVEMENTS INCLUDING ROCKERY WALLS, E GARAGES, WALKS, COURTYARD, ETC. M 12. INSTALL LANDSCAPING AND HYDROSEED ANY EXPOSED/GRADED AREAS NOT N LANDSCAPED. 0 13. CONSTRUCT IMPROVEMENTS WITHIN 18TH AVENUE SOUTH. N 14. REMOVE ALL REMAINING FILTER FABRIC AND CATCH BASIN INLET cs PROTECTION AFTER EROSION CONTROL HAZARDS HAVE DIMINISHED OR SIZE HAS o COMPLETELY STABILIZED. ol o 15. CALL AND ARRANGE FOR FINAL INSPECTION. 1 CONTRACTOR NOTES 1. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS. APPROPRIATE DEPTHS MUST BE SUBTRACTED FOR VARIOUS SUBGRADE REQUIREMENTS. WHERE PROVIDED, GRADING SHOULD BE COMPLETED PER SPOT ELEVATIONS PROVIDED ON SHEET C4. 2. ALL SUBGRADES SHALL BE GRADED TO PROVIDE DRAINAGE. NO STANDING WATER SHALL BE ALLOWED IN ANY AREAS INCLUDING LAWN AND LANDSCAPE PLANTING BEDS. EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES MUST BE INSTALLED, AND SUBSEQUENTLY, INSPECTED AND APPROVED BY THE CITY OF FEDERAL WAY PRIOR TO SITE CLEARING. ALL NECESSARY EROSION CONTROL FACILITIES MUST BE PROPERLY MAINTAINED DURING ALL PHASES OF SITE DEVELOPMENT TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE RIGHT-OF-WAY AND/OR ADJACENT PROPERTY. 2. THE INTENT OF THE EROSION CONTROL MEASURES IS TO PROTECT DOWNSTREAM PROPERTY OWNERS FROM LANDSLIDES, SEDIMENT BUILDUP, AND DOWNSTREAM CHANNEL SCOURING. IF THE INTENT OF THE REQUIREMENT IS NOT MET, THEN ALL BUILDING AND CONSTRUCTION ACTIVITY ON SITE SHALL BE DISCONTINUED AND DIRECTED TO MEETING THE INTENT OF THE REQUIREMENT. COTTAGES AT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 N, RANGE 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON EROSION CONTROL PLAN EROSION CONTROL LEGEND FF SILTATION FABIC FENCE, SEE DETAIL 2 C3 IP CATCH BASIN INLET PROTECTION, SEE DETAIL 3 INLET PROTECTION SHALL BE INSTALLED IN ALL C3 NEWLY CONSTRUCTED CATCH BASINS AND ALL EXISTING ADJACENT CATCH BASINS AS REQUIRED. CLEARING AND GRADING LIMITS CE CONSTRUCTION ENTRANCE, SEE DETAIL C3 --4--- --� �� INTERCEPTOR DITCH C3 CD ROCK CHECK DAM C2 (PP I PRESERVE AND PROTECT EXISTING IMPROVEMENTS PRESERVE AND RELOCATE AS NECESSARY PER CITY OF FEDERAL WAY OR APPROPRIATE SERVICE PROVIDER DIRECTION CONSTRUCTION FENCE O I / / / / / ISEE SHEET C5 U 100 ; 711 �` 1/CONTRACTOR SHALL PROVIDE1: / r- ��_;iSD / S INTE EPTOR DITCHES AS NEED])RA � _ � j7%� i o� CULL CT C[I STRUGTIUN RUNOFFfCONV Y IT U THE SEDIMENT TI 460.50 /� ��\ pp a r i J 11111 I 'RUM TRAP TO CB#2 ( 5F S \ \ I } 66. 0 � 1S 11; 1 453.39 ID // V 1 460,00 I ( 461.00 1! 453.39 \ v 0' 45 .00 4 .00 45 ,00 1 11 4 2.00 }} }} I {I I 111 } ' w/ GRATED LID TEMPORARY SEDIMENT TRAP � SHALL BE REPLACED WITH SOLID LID WHEN D� FF >TRUCTIDi� N COMPLETE, SEE SHEET C5 FOR MORE REQUIRED AREA = 325,00 SF RMATIUN PROVIDED AREA = 350,00 SF I I BOTTOM ELEV = 449,25 SPILLWAY ELEV = 453.75 SEE GRADING PLAN ON I SEA-DtTAIL 6 7 / / SHEET 14 FOR PROPOSED 'EMENT 1 /WALL ELEVATIONS POTHOLE NOTE PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCA11ONS HORIZONTALLY AND VERTICALLY. IF LOCATIONS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. CHECK DAM NOTES: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2- TO 4- INCH DIAMETER QUARRY SPALLS. THE QUARRY SPATS MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITC11 OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HA; MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEITH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 4. CHECK DAMS SHALL BE CHECKD FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIbENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM I'EIGHT OR BEFORE. 5. CHECK DAMS SHALL BE ADDD AND MODIFIED DEPENDING ON FIELD AND WEATHER CONDITIONS TO ENSURE NO EROSION OCCURS THROUGH INTERCEPTION DITCHES. ROCK CHECK DAM NOT TO SCALE PER KCSWDM FIGURE DA.R. :Z•I•T:i�lil;��•T�PI��i��I� • . a L _B L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION IN. VERTICAL DATUM 2"-4" ROCK CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 VERTICAL DATUM: NGVD-29 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT NO. 09-101995-00-EN RESUBMITTED DEC` 0 2 2009 APPROVED CITY OF FEDERAL WAY BUILDING DEPT. DATE z W 0 Z co tn lb /01.7 1 11 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 9NO2 PHONE: (253) 573.0040 - FAX:(253) 573-0142 www.soundenginc.com N sound@soundenginc.com PROJECT: COTTAGES AT REDONDO CLIENT: TOM SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 TEL: (360) 841-7971 FAX: EMAIL: PROJECT ENGINEER: T. HOLDERMAN E-MAIL: timh@soundenginc.com DRAWN: KBEST BY QR: JFH 1/2012009 BY DATE SCALE:1"=20' DATE:1/20/2009 PROJECT #: 06154.10 SHEET NAME: EROSION CONTROL PLAN C2 SHEET 2 OF 12 2ND SUBM17TAL DEC 12009 ti N c GRAPHIC SCALE m m ( IN FEET ) 1 inch = 20 ft. 35 1�, t 2 ON NNL��. N. 44126 CONSTRUCTION SEQUENCE ' v 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH FEDERAL WAY. AN / o EROSION CONTROL LEAD PERSON'S NAME AND PHONE NUMBER SHALL BE j� DESIGNATED AND PROVIDED TO THE CITY AT THIS MEETING. U 41 2. FLAG AND FENCE CLEARING LIMITS. u7 0 3. INSTALL CONSTRUCTION ENTRANCE. 4. INSTALL PERIMETER PROTECTION (FILTER FABRIC FENCE) AND INLET z PROTECTION ON EXISTING CATCH BASINS. 3 Q 5. INSTALL SEDIMENT TRAP AND INTERCEPTOR DITCHES PER PLANS OR AS NEEDED. Lo o 6. GRADE SITE PER GRADING PLAN. (SHEET C4) `o 7. CONSTRUCT CONCRETE DETENTION VAULT PER PLAN. 0 8. CONSTRUCT BUILDING PADS AND UNDERGROUND UTILITIES PER PLANS. I-- U 9. CONSTRUCT WATER AND SEWER SERVICES TO BUILDING PAD AND THE STORM o DRAIN SYSTEM INCLUDING CATCH BASINS, YARD DRAINS, CLEANOUTS, AND w PIPES. INSTALL INLET PROTECTION AS THE CATCH BASINS ARE INSTALLED. iL s 0i 10. CONSTRUCT SITE ENTRANCE, ACCESS DRIVES AND PARKING AREAS. 1 11. CONSTRUCT REMAINDER OF SITE IMPROVEMENTS INCLUDING ROCKERY WALLS, n GARAGES, WALKS, COURTYARD, ETC. M 12.INSTALL LANDSCAPING AND HYDROSEED ANY EXPOSED/GRADED AREAS NOT LANDSCAPED. I 0 13. CONSTRUCT IMPROVEMENTS WITHIN 18TH AVENUE SOUTH. 04 14. REMOVE ALL REMAINING FILTER FABRIC AND CATCH BASIN INLET PROTECTION AFTER EROSION CONTROL HAZARDS HAVE DIMINISHED OR SITE HAS rnMPI FTFI Y STABIUZED. 1 15. CALL AND ARRANGE FOR FINAL INSPECTION. on CONTRACTOR NOTES 1. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS. APPROPRIATE DEPTHS MUST BE SUBTRACTED FOR VARIOUS SUBGRADE REQUIREMENTS. WHERE PROVIDED, GRADING SHOULD BE COMPLETED PER SPOT ELEVA11ONS PROVIDED ON SHEET C4. 2. ALL SUBGRADES SHALL BE GRADED TO PROVIDE DRAINAGE. NO STANDING WATER SHALL BE ALLOWED IN ANY AREAS INCLUDING LAWN AND LANDSCAPE PLANTING BEDS. EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES MUST BE INSTALLED, AND SUBSEQUENTLY, INSPECTED AND APPROVED BY THE CITY OF FEDERAL WAY PRIOR TO SITE CLEARING. ALL NECESSARY EROSION CONTROL FACILITIES MUST BE PROPERLY MAINTAINED DURING ALL PHASES OF SITE DEVELOPMENT TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE RIGHT-OF-WAY AND/OR ADJACENT PROPERTY. 2. THE INTENT OF THE EROSION CONTROL MEASURES IS TO PROTECT DOWNSTREAM PROPERTY OWNERS FROM LANDSLIDES, SEDIMENT BUILDUP, AND DOWNSTREAM CHANNEL SCOURING. IF THE INTENT OF THE REQUIREMENT IS NOT MET, THEN ALL BUILDING AND CONSTRUCTION ACTIVITY ON SITE SHALL BE DISCONTINUED AND DIRECTED TO MEETING THE INTENT OF THE REQUIREMENT. COTTAGESAT REDONDO EROSION CONTROL LEGEND A PORTION OF THE SW 14 OF SECTION 04, l TOWNSHIP 21 N RANGE 04 W.M. FF x x -- SILTATION FABIC FENCE, SEE DETAIL c3 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON �P CATCH BASIN INLET PROTECTION, SEE DETAIL 3 �� INLET PROTECTION SHALL BE INSTALLED INALLERCONTROL 0 0,`NEWLY CONSTRUCTED CATCH BASINS AND ALL CLEARING AND GRADING LIMITS EXISTING ADJACENT CATCH BASINS AS REQUIRED. CE CONSTRUCTION ENTRANCE, SEE DETAIL C3 -- -�- --�-- (D INTERCEPTOR DITCH C3 CD ROCK CHECK DAM 1 C2 PRESERVE AND PROTECT ADJACENT BUILDINGS AND PP PRESERVE AND PROTECT EXISTING IMPROVEMENTS PROPERTIES PR PRESERVE AND RELOCATE AS NECESSARY PER CITY OF FEDERAL WAY OR APPROPRIATE SERVICE PROVIDER DIRECTION CF CONSTRUCTION FENCE C3 RTY LINE PROPERTY LINE PROPE-` ' _50.39' N89057'36'WWro Im lS 16 1 454.20 a I1 �, FF J of 1 ID 1 f ko i EXISTING BOIL_ JING { I (HIN) RIP RAP PAD - CD 1 ky$ 'w I I 1 �P NOTE ON SHEET C3 CL 1 j 1 y, 137,42' N89°57'41'W54 i POTHOLE NOTE PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF LOCATIONS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. i �J 1 CONTRACTOR SHALL PROVIDE i INTERCEPTOR DITCHES AS NEEDED TO COLLECT CONSTRUCTION RUNOFF AND CONVEY IT TO THE SEDIMENT TRAP 4bG,UU r 456,00 ' ,�g8 p,64 �66 1 S89' 'E 1 391,26' �- TEMPORARY SEDIMENT TRAP CL REQUIRED AREA - 325.00 SF + PROVIDED AREA = 350.00 SF BOTTOM ELEV = 449.25 SPILLWAY ELEV = 453,75 SEE GRADING PLAN ON f SEE..-3IETAIL $ SHEET C4 FOR PROPOSED C9 C9 WALL ELEVATIONS ho- 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. OC K S 2. INR CHEC UAW HALL BE CONSTRUCTED OF 2- TO 4- INCH DIAMETER 2:1 SLOPES QUARRY SPALLS. THE QUARRY STALLS MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DffCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE q` DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL (� 4. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULA11ON AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 7 T 24" MIN. Rt SEI i ' { ; ' SOUND ENGINEERING, INC. i., l I CIVIL ENGINEERS N LAND PLANNERS j 1 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573-0142 www.soundenginc.com - sound@soundenginc.com ' PROJECT, i COTTAGES AT REDONDO VERTICAL DATUM 2"-4" ROCK CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 B SE BOLT ON SOUTH BOUND SIGNAL POLE L BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 -I' . �-_. . ... VERTICAL DATUM: NGVD-29 L = THE DISTANCE SUCH THAT POINTS 5. CHECK DAMS SHALL BE ADDED AND MODIFIED DEPENDING ON FIELD A AND B ARE OF EQUAL ELEVATION AND WEATHER CONDITIONS TO ENSURE NO EROSION OCCURS THROUGH INTERCEPTION DITCHES. 1 ROCK CHECK DAM NOT TO SCALE PER KCSWDM FIGURE DA.R. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT N0. ___________ APPROVED DATE CLIENT: TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 TEL: (360) 841-7971 FAX: EMAIL: PROJECT ENGINEER: J. HAUG E-MAIL: jhaug@soundenglnc.com DRAWN: KBEST BY QR: JFH 1/2012009 BY DATE SCALE:1"=20' DATE:112012009 PROJECT #: 06154.10 SHEET NAME: EROSION CONTR L PLAN c F. Z:'OF FEDiE CDS SHEET 2 OF 10 I �T 5111#M1'iT1111. MAY 19 2009 AY m 3 v 0 0 d- u7 co 0 z In 0 c0 0 0 1-11 04 - 0 ua 3 0 a cis I a. 0 0 N v SEEDING NOTES 1. HYDROSEEDING SHALL BE APPLIED TO SLOPES INDICATED OR AS NEEDED. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION REDTOP (AGROSTiS ALBA) 10% 92% 90% ANNUAL RYE (LOLIUM MULTIFLORUM) 407a 98% 90% CHEWING FESCUE 407. 97% 80% �JAMESTOWN FESTUCA RUBR COMMUTATA) BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10% 96% 90% 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGA11ON AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. SOILS STOCKPILES SHALL BE SET BACK A MINIMUM OF 50' FROM DOWN GRADIENT DRAINAGE FEATURES SUCH AS CHANNELS, PONDS, STREAMBANKS, ETC. 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR 11RES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE HALL BE A LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. RIP RAP NOTE ALL RIP -RAP PADS/LININGS SHALL BE IN ACCORDANCE WITH SEC11ON 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY WELL GRADED WITH THE ROCK GRADATION AS FOLLOWS TYPE1 MAX STONE SIZE: 8" MED. STONE SIZE: 6" MIN. STONE SIZE: 2" TYPE 2 MAX STONE SIZE: 24" MED. STONE SIZE: 16" MIN. STONE SIZE: 4" ALL RIP -RAP PADS SHALL BE UNDERLAIN BY SAND AND GRAVEL FILTER OR FILTER FABRIC. R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS SILT FENCE NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, 11E WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. CITY OF FEDERAL WAY NOTES INSPECTION SCHEDULE COTTAGES AT REDONDONOTE. ALL OF THE BELOW ITEMS CONTAINED ON -SITE SHALL BE INSPECTED A PORTION OF THE SW 14 OF SECTION 04 TOWNSHIP 21 N RANGE 04 W.M. WEEKLY AT A MINIMUM BY 11iE CONTRACTOR'S EROSION CONTROL INSPECTOR I , r 1. CONSTRUCTION ENTRANCE: THE CONSTRUC11NN ENTRANCE SHALL BE INSPECTED ONCE A WEEK DURING THE DRY CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON SEASON AND AFTER EVERY RAINFALL EVENT DURING THE WET SEASON. IF THE EROSIONCONTROL NOTES AND DETAILS AL RNA11VE MEASURES TO KEEPENTRANCE IS NOT PREVENTING EDTHE STREETS FIMENT FROM REE OF SEDIMENTTRACKED S HALL EEUS�ED. EN THIS MAY INCLUDE STREET SWEEPING AND INCREASE IN THE DIMENSION OF THE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. ENTRANCE, OR THE INSTALLATION OFF A WHEEL WASH. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. ADDITIONAL ROCK SHALL BE ADDED 2"x2" BY 14 Ga. WIRE OR PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. EQUIVALENT, IF STANDARD -`� IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE STRENGTH FABRIC USED APPROVED ENTRANCE, TEMPORARY FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UPON PROJECT COMPLETION OR PERMANENT STABILIZATION BY PAVING, THE QUARRY FILTER FABRIC SPALLS SHALL BE HAULED TO WASTE, AND NOT INCORPORATED INTO THE PROJECT. Z 2. TEMPORARY AND PERMANENT SEEDING: SEE SILT FENCE NOTES SEEDING MAY BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS. DURING THIS SHEET. THE DRY SEASON, AREAS THAT HAVE REACHED FINAL GRADE, OR ARE NOT BEING iv ACTIVELY WORKED, SHALL BE SEEDED WITHIN FIVE DAYS. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE MOISTURE, BUT NOT WATERED TO THE EXTENT THAT IS CAUSES RUNOFF. DURING THE WET SEASON, ALL DISTURBED AREAS NOT BEING ACTIVELY WORKED SHALL BE SEEDED OR STABILIZED WITH MULCH OR PLASTIC SHEETING. UVRIivU IIIC ryLl JCt1JV1Y, IVV MVRC AREA Jfl/1LL DC CAt"VJGU idAN CAN BE I 6' MAX. I MINIMUM 4"x4" TRENCH CONTROLLED AND EFFECTIVELY STABILIZED BY THE END OF EACH WORKING DAY. iv TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL OTHER APPROVED U BACKFILL TRENCH WITH EROSION/SEDIMENTATION CONTROL FACILITIES HAVE BEEN INSTALLED AND ARE NATIVE SOIL OR 3/4"-1.5" FUNCTIONING PROPERLY. POST SPACING MAY BE INCREASED WASHED GRAVEL ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER (100 TO 8' IF WIRE BACKING IS USED PERCENT COVER FOR AREAS THAT RECEIVE SHEET OR CONCENTRATED FLOWS) SHALL BE RESEEDED. IF RESEEDING IS INEFFECTIVE, AN ALTERNATE METHOD SHALL BE USED. 2"x4" WOOD POSTS, STEEL FENCE SEEDED AREAS SHALL BE INSPECTED AFTER EVERY RAINFALL EVENT DURING THE WET NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT SEASON. ANY AREAS THAT EXPERIENCE EROSION SHALL BE RESEEDED AND INSTALLED ALONG CONTOUR WHENEVER POSSIBLE • THE SITE IS SUBJECT TO WET WEATHER RESTRICTIONS/REQUIREMENTS AS OUTLINED IN THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). THE TIME FRAME DURING WHICH WET WEATHER APPLIES IS FROM OCTOBER 1ST THRU APRIL 31ST. DURING THIS TIME PERIOD, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE LEFT UN -WORKED FOR MORE THEN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. • THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION AND CONSTRUCTION FENCING ERECTED. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FENCED/FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING/FENCING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. • IHE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED AHEAD OF OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. • THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, FTC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. • ANY AREA STRIPPF;' OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK !S k411CIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). • ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN '15 DAYS. • 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. • AT NO 11ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. • STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUC11NN AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. • ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. • WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). • WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 00. �y AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA SOLID WALLS FILTER MEDIA FOR DEWATERING SILTATION FENCE DETAIL NOT TO SCALE PER KCSWDM FIGURE D.O.E. CATCH BASIN � GRATE ; mi- ■■�■■■sue■��■ PROTECTED BY MULCH. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA RESEEDED AND PROTECTED BY MULCH. 3. MULCHING: MULCHING SHALL BE INSPECTED ONCE A WEEK DURING THE DRY SEASON AND AFTER EVERY RAINFALL EVENT DURING THE WET SEASON. MULCH SHALL BE INSPECTED TO VERIFY THAT THE PROPER THICKNESS IS BEING MAINTAINED IF APPLICABLE. ANY AREAS THAT EXPERIENCE EROSION SHALL BE REMULCHED AND/OR PROTECTED WITH A NET OR BLANKET. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA REMULCHED 4. PLASIIC COVERING: PLASTIC SHEETING SHALL BE INSPECTED ONCE A WEEK DURING BOTH THE WET AND DRY SEASON. TORN SHEET MUST BE REPLACED AND OPEN SEAMS REPAIRED. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. NOTE: THIS DETAIL IS ONLY IF TIRES ARE USED TO WEIGHT DOWN THE PLASTIC SHEETING, THEY MUST BE DISPOSED SCHEMATIC. ANY INSERT IS OF PROPERLY. ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS 5. ROCK CHECK DAMS: TO DEWATER THE STORED CHECK DAMS SHALL BE MONITORED FOR PERFORMANCE AND SEDIMENT ACCUMULATION SEDIMENT, AN OVERFLOW, AND DURING AND AFTER EACH RAINFALL PRODUCING RUNOFF. SEDIMENT SHALL BE CAN BE EASILY MAINTAINED. REMOVED WHEN IT REACHES ONE-HALF THE ORIGINAL DAM HEIGHT OR BEFORE. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL 6. OUTLET PROTECTION: INSPECT AND REPAIR AS NEEDED AFTER EACH RAINFALL PRODUCING RUNOFRADD ROCK AS NEEDED TO MAINTAIN THE INTENDED FUNCTION. CLEAN ENERGY DISSIPATER AS SEDIMENT BUILDS UP.P INLET SEDIMENT PROTECTION 7 INLET PROTECTION: NOT TO SCALE PER KCSWDM FIGURE D.4.M. MAXIMUM c mnv. TEMPORARY DIKE AND SWALE NOTES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. INTERCEPTOR DITCH DETAIL CONSTRUCTION ENTRANCE NOT TO SCALE PER KCSWDM FIGURE D.O.G. NOT TO SCALE 2"x 2"x 6' WOODEN -� STAKE AT 4' O.C. (OR EXISTING GROUND SURFACE CATCH BASIN INLET PROTEC11ON SHALL BE INSPECTED FREQUENTLY, ESPECIALLY AFTER EVERY RAINFALL PRODUCING RUNOFF. IF THE INLET PROTECTION BECOMES CLOGGED, IT SHOULD REPLACED. INLET PROTECTION FABRIC SHALL BE REPLACED WHEN TEARS ARE DETECTED. 8. SILT FENCE: ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.INSPECTION SHALL OCCUR AFTER EVERY RAINFALL PRODUCING RUNOFF. \\ \\ \ \2 IF CONCENTRATED FLOWS ARE EVIDENT UPHILL ON THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT POND TRAP. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION CONSTRUCT BER '��\\�\ OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE IF NECESSARY ''�\,� THE TRAPPED SEDIMENT. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES STABIUZA11ON ACTION APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE OR A SECOND SILT SLOPE SPACING 0- 5% SEED AND MULCH APPUED�ATHIN 5 DAYS OF DIKE CONSTRUCTION 5 - 40% DEPENDENT ON RUNOFF VELOCITIES AND DIKE MATERIALS. FENCE SHALL BE INSTALLED. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. HORIZONTAL SPACING OF INTERCEPTOR DIKES/SWALES SLOPE SPACING 0- 5% 300 FEET 5 - 1OX 200 FEET 10 - 40% 100 FEET CONSTRUCTION FENCE MATERIAL IN CONTINUOUS ROLLS ■ ■ ■ I■ 011■ _ iiiiiiiiiiiiiiiiGiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiG iiiiiii iiiin snow iiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii mono ■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■■■■■■■I111■■■■■■■■■■■■■■■■■■■■11■ ■■■■■■■■■■■■■■■■■■■■■■■1I■■■■■■■■■■■■■■■■■■■■ills■■■■■■■■■■■■■■■■■■■■I ■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■■■■■■■I111■■■■■■■■■■■■■■■■■■■■11■ SMIM ■■■ ■ ■■■■■■■■■■■■■■■■■■■1 I■■■■■■■■■■■■■■■■�■■■1111■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■li■■■■■■■■■■■■■■■■■■■■I111■■■■■■■■■■■■■■■■■■■■il■ ■■.■■■■.■■■■■.■.....■.■11■■■■■■■■■■■■■■■■ ■■■illl■■......■■■■■■■■■.■■11■. .■■■■■■■■■■■■■■■■.■.■■■11■■■■■■■■...■■■■■ ■■■1111■■■■..■■■■■■■■■■■■■■11■' ■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■■■M■■■illl■■■■■■■■■■■■■■■■■■■■11■ l■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■■■■■■■ills■■■■■■■■■■■■■■■■■■■■il■ ::::::111111111 ::::::::::::::1::1::::::::::::::::::::1!: CONSTRUCTION FENCE DETAIL NOT TO SCALE STANDARD EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONS11TUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 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. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS;, ETC.) 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. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. I!. 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 DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. (REVISED 9/05) 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRA11ON OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWCC. EROSION CONTROL INSPECTION NOTES A LICENSED PE IS RESPONSIBLE FOR INSPECTION OF THIS PROJECT AND FOR :OMPLETION OF THE ENGINEER'S INSPECTION REPORT FORM. THE CONTRACTOR, ENGINEER AND OWNER SHALL COORDINATE ALL INSPECTIONS AND ALL COSTS INCURRED SHALL BE THE APPLICANT'S RESPONSIBILITY. THE APPLICANT, CONTRACTOR, LICENSED PE, THE ESC LEAD AND THE CITY OF FEDERAL WAY INSPECTOR SHALL BE PRESENT AT THE PRECONSTRUCIION CONFERENCE TO COORDINATE ALL INSPECTIONS. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE STRAW OR HAY AND SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE WITH MINIMUM DEPTH OF 2 INCHES. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 VERTICAL DATUM: NGVD-29 PERMIT N0. ___________ APPROVED DATE w 2 z a Q 0 Z 1 DiaYl o ez SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 N FAX:(253) 573-0142 www.soundenginc.com N soun0soundenginc.eom PROJECT: COTTAGES AT REDONDO CLIENT: TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 TEL: (360) 841-7971 FAX: EMAIL: PROJECT ENGINEER: J. HAUG E-MAIL: jhaug@soundenginc.com DRAWN: KBEST BY QR: JFH 112012009 BY DATE SCALE:NTS DATE:1120/2009 PROJECT #: 06154.10 SHEET NAME: EROSION CONTROL NOTES AND Dg&S 3: AY % 9 mt OF FEDERAL CDS SHEET' 3 OF 10 Ay M19Y 2 9 Z009 ■ rn 3 0 U d' Lo V) 0 z a rr d- uZ 0 04 0 F- U w 3 0 w i I n. N u7 u7 0) 0 0 N 0 GENERAL NOTES (FOR PRIVATE DEVELOPMENT) 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST 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 SPECIFICALLY 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 (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A SIGNED 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 2-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH FRIDAY AND 9:OOA.M. TO 8:OOP.M. ON SATURDAYS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY 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 WITHIN 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 ROW SHALL BE BACKFILLED 5/8-CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, 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 WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 17. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. 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 GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 18. IMMEDIATELY FOLLOWING FINAL INSPECTION OF THE STREET LIGHT SYSTEM BY KING COUNTY, ALL STREET LIGHT SYSTEM J-BOXES SHALL BE SPOT WELDED SHUT USING A 1 "WELD ON OPPOSITE CORNERS. COTTAGESAT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 N, RANGE 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON ^ r% A r% T k 1^ P1 i A 11 1 PROPOSED BUILDING TYP. FINISHED FLOOR LOT GRADING TYP. 1 NOT TO SCALE 6" CLASS 3000 CONCRETE a "< 95% COMPACTED SUBGRADE NOTE: 1. CONSTRUCT WITH 6%6" NUMBER 10 WELDED WIRE MESH 2. PROVIDE EXPANSION JOINTS EVERY 10' 3. CONCRETE SECTION SHALL BE VERIFIED BY GEOTECH PRIOR TO INSTALLATION. CEMENT CONCRETE SECTION NOT TO SCALE CURB EXPANSION JOINT 10- 2- 3 1/2- %�� -1 0.02 FT./FT. d ,t�r •A'. •' a,• •• •• T. ao 0.5' DROP FROM FF TO FIG- - ON OUTSIDE OF STRUCTURE 0.02 FT./FT; 2 0 co CEMENT CONCRETE . *' :�i '.:•.' .� �.• SIDEWALK 50 12- 2'-0- OPTIONAL FOR INTEGRAL POUR NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4- EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. STEP WALLS CONTRACTOR SHALL ADD OWNER APPROVED STEP WALLS AS NEEDED TO MAKE PRIVATE YARDS OR COMMON AREAS MORE DESIRABLE. HANDRAILS SHALL BE INSTALLED ON ALL WALLS AND ROCKERIES MORE THAN 30" IN HEIGHT. POTHOLE NOTE PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF LOCATIONS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. CONCRETE ROLLED CURB NOT TO SCALE PORTION OF KCRS FIGURE 3-002 CALL 48 HOURS BEFORE YOU DIG, 1- 800- 424- 5555 _►_ �: _ �: I.I. CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 VERTICAL DATUM: NGVD-29 PERMIT N0. _____________ APPROVED DATE w 0 v O Z 0/�3Ioq SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 N FAX:(253) 573-0142 www.soundenginc.com N sound@soundenginc.cwm PROJECT: COTTAGES AT REDONDO CLIENT: TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 TEL: (360) 841-7971 FAX: EMAIL: PROJECT ENGINEER: J. HAUG E-MAIL: jhaug@soundenginc.com DRAWN: KBEST BY QR: JFH 1120/2009 BY DATE SCALE:1"=20' DATE.1/20/2009 PROJECT #: 06154.10 SHEET NAME: GRADING PLAN RECEI ED toy"ItcDS EDE i-,i- .4AY SHEET 4 OF 10 IST SUBMITTAL MAY 2 9 2009 ( IN FEET ) 1 inch = 20 it. 5 1 /2" r r GRAPHIC SCALE t R 1/2 R / / / SEE PLANS SUBMITTED TO LAKEHAVEN UTILITY DISTRICT FOR DESIGN INF❑ TOP OF CURB WATER DISTRIBUTI❑N SYSTEM i/4"R Q ° AT APPROACH / CB#4, TYPE I SEE PLANS SUBMITTED TO LAKEHAVEN STAB.+17.60, ❑FFi11.72L UTILITY DISTRICT FOR DESIGN INF❑ 1/2" .� GRATE EL.=452.55 a a ' I.E, out=449.46 (8 S"o o � / Q 44 Q i I Io Q l 16 A 4 < 6 1/2/�" I at / COTTAGES AT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 N, RANGE 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON COMPOSITE DRAINAGE & UTILITY PLAN STORM DRAINAGE AND UTILITY DETAILS TYPE I CATCH BASIN 1 c8 TYPE II CATCH BASIN 2 �8 CATCHBASIN ANTIDUMP MESSAGE (ALL CBs SHALL HAVE MESSAGE 9 C8 INSTALLED UPON COMPLETION) YARD DRAIN 2 C5 POTHOLE NOTE PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF LOCATIONS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER g FOR POSSIBLE DESIGN CHANGES. o w CL' z CLEANOUT CS 0 1 6 � CONTROL STRUCTURE C6 C9 8' ADS ROOF DRAIN PIPE FLARED END SECTION 1 @ 0,50% MIN TYP. C8 *� SDYD#i STUB OUT FOR WALL co CURB AND GUTTERNTS 4'-2 r: x CENERAL NOTES: r :. .•1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER/FULL THICKNESS OF CONCRETE SPACING. FLARED END SECTION #3 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. STA10+12,65, OFFi35.56LF S' ADS N-12 f - �( Q U-10 3. 2" COMPACTED CSTC REQUIRED UNDER CURB. GRATE EL.=452.03 / j/ r, ` @ Ot50% ___ U 0 q •.. Q LOT 8 I.E. out=450,50 (12' S) 3� CB#3 TYPE i _�°�l sr Q FFE-456.00 �_ .�! -+N �r - 2FLR=468.00 CEMENT CONCRETE CURB AND GUTTER STA� GRATE �EL F45255 IT " `o�xt �` �` RIM=45500 x CB#7 TYPE I "' NOT TO SCALE - ' I.E. In=449.02 (12' E) STA►2+04.16 OFF�11.72R I.E.=452.00 "- I.E. In=449,02 C12' W) PORTION OF KCRS FIGURE 3-002 / % GRATE EL.=453.64 K t L=27.14, R=120.00 ! - I.E. in=449.35 (8' N) I.E. In=449.79 (8' S) a : ra • A 12.96 r / I `�: E, out=449.02 (12' S) I.E.out=449.46 C12' W> ` RAIN ER NOTE / /.�. `�` } �_-__:___,.:_3 ,� SDCo#22 .; R RAI s .. 1` CB#6, TYPE I _ _.i S77"00'13'E I THE EXACT SIZING OF THE RAINWATER HOLDING TANK STAiO+36,70, OFFi11.72L 86 LF 12' ADS N-12 LINES 19.38 / ` i _ 1 -• ..-. AND ALL ASSOCIATED CONTROLS, PUMPS AND;; GRATE EL, 451.41 @ O,SO% r SHALL BE DETERMINED WITH COORDINA11ON OF l / / 4 I.E. out=449.85 C8 S> i ., SDYD#21 IRRIGATION SYSTEM DESIGNER AND LANDSCAPE ARCHITECT. THE TANK I5 -SHOWN FOR REFERENCES x�_ -� x�. _ `' - RIM=454.1 STA=0+00.00, 0.00 / t.: - 2 - �454 ,_ _ SDCD#19 LE. 450.E PURPOSES ONLY AT THIS TIME. / I 23 LF 8 ADS N 1 _ _ RI 454.40 M .. @ 0.50% _ _�_ _ t - '_''�-5-�... � - =-_ = � I.E.. 450.60 30 -.= - 2 3; { • is , ty ClOmm s " ,. e i r 57 i r $ a,. r P t 12 DI 2 1 T 121 LF CL 5 F FE I - .40 454 ■ S • a S S Y' 4 { sN C @ 5.98/. s r:. SDYD#18 RIM=455.00 1 F I S t d" 'Y 4 1 S - 'f: 60 } 3 - _ K 1 f 1 \f• f CB#5, TYPE I J. / - x + 6.70 ❑FFi11.72R STA 0 3 23 LF 8' ADS GRATE EL.=451.41 # 1 D ' !, j,' /' / „ �` -h ; tiY° _ . LE. In=449.74 (8' N) --��''� <` .' ' .. ,, .. i,-;r-r.�r f�-/- r - �. .cam N 12 @ 0,50% / I.E. out=449.42 (12 E) - - / 4 x _ol - -� RIM-455.00 r /" �� i i-J N _ ADS 12 _ o 81 LF _.,.^.. 0% it ,.l S @ 0 .5 ^/ m r` i- = 1 i - r V 1 7 a� Q x O r .< CB#10 TYPE II 60 0 Q Q r W/ CONTROL STRUCTURE / / 1<Y DETENTION VAULT/WETVAULT U LOT I STAB 0+66,15, ❑FFe 35.17R i 1:. SEE SHEET C6 x / p Q RIM EL.=452.23 3 b t21 CAR --" �/ FFE=45G.00 LE, in=446.24 (12" E) ' '�' -q w 2FLR=4G8.o0 PROPOSED 20,000 GALLON GARAGE5 ^, Q LE, out=446.24 (12 S) RAINWATER COLLECTION TANK I F = F E 454.70 (� .. . D--�- SEE RAINWATER COLLECTION T❑ EXISTING CB #1 NOTE THIS SHEET " SDYD#17 ` CONNECT , GRATE=446,18 _ -`� - --- 00 RIM_455,00 REPLACED CULVERT I.E.-443.26 C12" N>' x '` - + LE.-451.20 "X - REPLACED CONNECTION I.E.=443.30 (12' E) ,� 45 LF 12' ADS N-12 PROP. IRRIGATI❑N ' LINE EXISTING CONNECTION I,E,=443.10 <12" S) @ 0,50% SHALL BE IN ACCORDANCE SDYD 5.0 WITH APPROVED IRRIGATI❑N RE.=451.60 CB#8, TYPE II PLAN STORM DRAINAGE NOTES , 1 ?1 STAe0+63.03, ❑FFe70.51R i SOLID LOCKING LID EL.=450.63t 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR ! l i k' CB#10, TYPE='i TO THE PRECONSIRUCTiON MEETING. l' �' �= I.E. In=446.02 (12' N) STA,2+04.16, OF-Fe3452R P EPARED LE, out=446.02 (12 SW) SOLID LOCKING LID EL.7•453.87 SDYD#9 ! RIM=466.00 FO❑TING DRAINS RIM=457.50 I.E.=463.00 I.E.=463.06 I.E.=454,00 X X��°- __ i �� : - __ x X �" • ��6i'j L t� W SDYD#6 i } RD i k fE RIM=460.00 I.E.=456.60 { 1 z LOT 7 LOT 6 =FEtj =45p.50 I FFE=4G 1 .00 LOT 2FLR-4 0.50 12FLR=473.001� C' F!`E=4GG.00 SDYD#8 i SDYD#7 2FLR=47op.00 RIM=457.50 ( RIM=460.00 t a- LE.=454.50 I.E.=457,00 j • 1y > j Q Kl- 1` �5 SDYD#4 i 463.40 _ r . I.E.=460.00 LOT FF •-4G4.00 f f� SDYD#S ( 1 TYA D = y 2F'R-4 G00 k 7 RIM 463.00 , _ I.E.-458.00 � SDYD#2 ' ^ RIM=463,40 I. - 459t60 i t i 16 R , r i9.90 _ t i c 1` 7^ , s m 1 ( _„--vim • ( Y - •' %' �>✓ � ,_ � � ,., �'� 'tie. / a C: RIM-457.50 �. % • .;� ,, , a j s I.Et 54.50 4 r, Q _ CU k 1 . f i LOT 3x z 1 i FFE=4 G4.001 LOT 2 2F R,=47G.00� tD i FFE-458.50�97 2FLR=470.50 i R R l) 1 <' • '` r 4. M Y457150 SDYD#3 ;' STUB OUT FOR WALL LE: 454A0 RIM-463.40 F❑❑TING DRAINS SOUND ENGINEERING, INC. i LE.=459.00 ! LE.=459.66 CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 i' 8' ADS ROOF DRAIN PIPE STUB OUT FOR WALL TACOMA, WA 98402 @ 0,50% MIN TYP, FOOTING DRAINS PHONE: (253)573.0040NFAX:(253)573.0142 LE.=459.05 www.soundenginc.com N sound#soundenginc.com 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY R FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(i). THIS SHALL INCLUDE f % ;j - LE. in=449.24 C8' E) f _ 3" 1 (' 2 1 /2" PROJECT: LEVELING AND COMPACTING THE TRENCH BOTTOM THE TOP OF FOUNDA11ON i� �j LE, out (TANK) _448.74 C8' W) REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT I 39 LE, out-449.24 C8' N) COTTAGES AT REDONDO MATERIAL, AND REQ J 3 THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. !/� 6.97/. YARD DRAIN '193. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR i /. BETTER INSIDE AND OUTSIDE. 6 (� CLIENT: 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT ! t �' / //\//\\j 4" X 4" POST 2" X 4" STRINGER TOW SAWYER ENTERPRISES LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID1" X 3" PICKETS SPACED 2 1 2" APART d LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH APERMANENT / /\\/\\/\\/\� OR 5 1 /2" O.C. 2016 38TH ST. NW `n RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. /\//\//\//\//\//� GIG HARBOR, WA 98335 �y\\ \\ \\ \\ \\ \ NOTES: 0 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4 OR 5. GENERAL NOTES/�/ �/ �/ �/ ��. 3'-0" 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO / / / / / •FENCE TYPE AND DETAIL C PROVIDED BY TEA: (360) 841-7971 FAX: �/\/\/\//� � ARCHITECT. PRIOR TO CONSTRUCTION, EMAIL: ZPROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 1. PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY \/� /� VERIFY TYPE, SIZE, MATERIALS, ETC. 3.1 CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. AND VERTICALLY. IF LOCATIONS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER FOR POSSIBLE WITH CLIENT. 7. ROCK FOR EROSION PROTEC11ON OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE DESIGN CHANGES. TIGHTLINE DRAIN 2" PROJECT ENGINEER: J. HAUG OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING 2. FOOTING DRAINS SHALL BE 11GHTIJNED TO THE PROPOSED STORM DRAINAGE SYSTEM SUCH THAT SURFACE ALL NAILS AND HARDWARE TO BE SPECIFICATIONS: a-8" ROCK/40%-70% PASSING; 2"-e ROCK/30%-40% PASSING; AND -2 WATER RUNOFF IS NOT CONVEYED THROUGH ANY FOOTING DRAIN AND THAT ALL ROOF DRAINS ARE TO OUTFACE E-MAIL: jhaug@soundenginc.com HOT DIPPED GALVANIZED d CONNECTED SO THAT SURCHARGING OF THE FOOTING DRAINS FROM THE ROOF DRAINS CANNOT OCCUR. 4" r EARTH LO ROCK/10%20% PASSING. INSTACLA110N SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 3. THE ROOF DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. THE CONTRACTOR SHALL REFERENCE THE � OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT ... ; �= PICKETS TO B HUNG WITH UNIFORM HEIGHT AND SPACING. DRAWN: KB�ST % BE USED. ARCHITECTURAL PLANS AND THESE PLANS. THE CONTRACTOR SHALL ADD CLEANOUTS, YARD DRAINS OR BY CATCH BASINS AS NEEDED. 18" MIN. - •' _ " " FENCE TO BE PAINTED OR STAINED C 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS 4. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4 X 4 POSTAS cw (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: _ CONCRETE FOOTING PER SPECIFICATIONS QR; JFH ��2a�2oo9 (STUB ) BY DATE 5. MARK ALL STUBS WITH PAINTED 2'x4" NOTING UTILITY AND DEPTH. .POSTS TO BE SPADED 6" O.C. A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE 6. CONTRACTOR SHALL REFER TO LANDSCAPE PLANS FOR SPECIFICATIONS ON SOIL DEPTHS & TYPES FOR BEDS LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, AND LAWN AREAS. - GRAVEL BASE •WOOD POSTS AND STRINGERS TO BE DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS ° S� WOLMANIZED PINE GRADE C OR BETTER 7. THE LANDSCAPE CONTRACTOR SHALL SUPPLY, INSTALL AND PROVIDE A WARRANTY FOR TOPSOILS. SCALE: V=20' o NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH 8. ALL LANDSCAPE PLANTING BED AND LAWN AREAS SHALL HAVE SUBGRADE SOILS CLEAN OF ALL OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED WATERTIGHT ADAPTORS PIPE SIZE PER PLAN _ DATE:112012009 CONSTRUCTION RELATED DEBRIS AND LARGE NATIVE DEBRIS. CONSTRUCTION RELATED DEBRIS SHALL AVAILABLE FOR ALL STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFACE LOCATION. INCLUDE, BUT IS NOT LIMITED TO, WOOD MATERIAL, METAL MATERIAL, SPILLED PAINTS/SOLVENTS, GLASS PLASTIC PIPING SYSTEMS T 12" PICKET FENCE PROJECT#:06154.10 B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH AFIVE-FOOT HIGH, 2 X 4 MATERIALS, AND CONCRETE/ASPHALT PIECES. CONSTRUCTION RELATED DEBRIS REMOVAL ALSO INCLUDES I STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, MACE THE REMOVAL OF ALL COMPACTED SUBGRADES SOILS DUE TO VEHICLE SOIL COMPACTION DURING NOTES. 3 NOT TO SCALE E BE VISIBLE AND BE SECURED TO THE STAKE. CONSTRUCTION. LARGE NATIVE DEBRIS REMOVAL IS DEFINED AS, BUT IS NOT LIMITED TO, ROCKS WHICH ARE CONTRACTOR TO PROVIDE DRAIN BASINS OR INLINE BASINS AND a C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN 2 INCH DIAMETER AND LARGER, NATIVE WEEDS/GRASSES/TREES/SHRUBS/AND GROUNDCOVERS WHICH ARE APPROPRIATE GRATES AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS, INC. ul KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER WITHIN THE SITE CLEARING LIMIT. (ADS) OR APPROVED EQUIVALENT AT THE LOCATIONS SHOWN ON THE PLANS. VERTICAL DATUM Ili ACCEPTABLE DETECTION. RAINAGE NO STANDING WATER AREAS ARE ALLOWED IN PDE D 9. ALL SUBGRADES SHALL BE GRADED TO ROVI 0 SHEET NAME: COMPOSITE D UTILITY Li4 MAY 29 VCC9 OF FEDER f�J�eY C my CDs SHEET 5 OF 10 GRAPHIC SCALE m ( IN FEET } 1 inch = 10 ft. POTHOLE NOTE PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING U11UTY LOCATIONS HORIZONTALLY AND VERTICALLY. IF LOCATIONS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. COTTAGES AT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 IN, RANGE 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON DETENTION VAULT 137.42' N89°57'41'W SEE SHEET C5 r MIF a 4' SEA SHEET C5l. ` I'• a 5'x10' DOUBLE -LEAF ACCESS DOOR 12.39 LW PRODUCTS CO (206-483-0300', HD-3E OR APPROVED EQUIVALENT (GRATED FOR VENTILATION) W/ SOLID LOCKING LID �C �f- - -' u ; r' -- - �' --- 7---r 12 0 CONTROL STRUCTURE f�/ � -- +1 95, f, f�% / j! / 1- -- -- / Z `q SEE DETAIL 1 NOTE: ALL ELEVATIONS / - � C6 F:- 0 ; �0.50� MIN, � - - s 0,5 _ MI �, �: _. r. 2N 1-7 _ ._..� _.._.. _.. ._.._.. _.._. VENT i ' cam', ELEVATION.' �;, I % PIPE (. - I �/ 442.14 442.00'F ; 442.07` 1442.30 42.39 12" VENT ' ' PIPE 442.44 ` VAULT STRUCTURAL ' ESIGN PER SEPARATE BUiLDING CELL WALL PASS PERMIT ' r� THROUGH TOP 7 WALL=446.24, SEE DETAIL' CB#8, TYPE I I SEE SHEET C5 4z---- -' --- ---------7- -- L- if 5'x10' DOUBLE -LEAF ACCESS DOOR SEE PLAN VIEW ABOVE 2.0' MIN. ELEV=453.00 COVER _ -1 I I-1 I I=1 I I=11I 1=1 I-1 11=1 11={ 11=1 11=1 11=1 -- 11==1 I I=1 I!=1 I =1 I I=1 I I=1 I I=1 i_I I I -I I I 11=1 11=1 11=1 11= 11=1 11=III I I I=1 11=111=1 11=1 I 11=1 I I-1 I =1 11=1 11=1 f- I i 1=1 I.° �� I I I=1 I I -I I i-II I -I 11=1 I i-I! i- I I -I { 1=1 I I-i 11=1 11= _I I I =111=1 I I=1 11=1 I I-1 I I-1 11=1 I I-1 I I-1 11=1 11=1 11=1 I I-1 I I-f I 11=1 I I-1 I I-1 11=1 I I_i I I_I I I IHEI I- III=1 11=1 I f=l I I=I I{=III=I 11= 11=I 11=I 11=III=III= I-1 I p 6 12.0' (TYP•) I I-1 11=1 I I-111-1 I I-1 11=1 11=! 11=1 I I-1 11=111=1 I I-1 i I 1-1 11=1 11=1 11=1 I l-1 11=1! 1 -II I I I-1 11-1 11=1 I I d • e .. < . b .. e ELEV=450.33 ° . Q4j. 4 6" MIN LCONCRETE SLAB `4 6" MINIMUM FREEBOARD ' FREEBOARD SEE STRUCTURAL PLA S ELEV=449.83 a .. ,. ................................ ........ ......... ELEV=449.70 .................._......................... ......:...... ................... ............................ ............................. �.. ........... ....... .... ....... .................,.......... ..............o _................................... "?'....'......................................... I ....... ........... .......... ... ....................... ...a POL1t1�ROPYLENE'' STEP- ..... ....afCRS. DWG. 2-011............................:.'..... . ......... ....:' .... ....... <. _ ............... 10. YEAR PEAK.................... ... . . ..................... q...........................--'--...........................:................•- 4 ................. .... ... ..'.-STAGE�3:46' .' '.:'.'.' ' --•- .:. ..... SEE . STRUCTU.RAL. PLANS ............: .. `.'.... .......'..... . ... ..... . .. .:...:. ..:...........'..'.'........ ,: ......._. ...... .... . .......... ..................... ... ............... •.d : - ' ' ' ' FOR.' VAUI:T':DESIGN'..............'....... '.'..'.'..'...100'-YEAR PEAK . ..' .. ................ . ....'....... . ..'...'...'....... . . 3 iliM LILT ..... .......... ... .. ;. STAGE.'. ::..'...............'...'..'..'..'.'.......... :....................'... -. - .. .................... .... . '...'....'......'DEAD STORAGE .+............. . . .. ....... •'.d :............. .. ..... ......................... .. ... . . ............ .. .... m ... 1'..MIN. SEDIMENT ........................ ;- Z f '............. ........` ..'....... ST{JR TOP WETPfmL.... ; . ; ..:. . AGE' TOP WETPOOL " o" 12 LP INLET PIPE 12'� OUTLET PIPE TO A. CONTOL STRUCTURE / BOTTOM LIVE w 1, IE=446.24 IE=446.24 STORAGE N Q IE=445.24 i S MFN SDI / / 44., / A �oic' 2 ; ELEV=443.24 !� ' BOTTOM WETPOOL I . $0 G 1 a� .. . , , , • VAULT BOTTOM d . • . Q , d , ` • < 4 < d •4a .. ELEV=VARIES ' • 4 AS SHOWN DETENTION VAULT - SECTION A DETENTION VAULT - SECTION B NOT TO SCALE B NOT TO SCALE SECONDARY ORIFICES, TYP. 12°01. RISER SECOND ORIFICE LF OVERFLOW INVERT fL=448.54 ORIFICE DIA. =034 N ' 6 SHEAR GATE. 8" SIZE FOR 18" AND SMALLER - OUTLET PIPE 12" SIZE FOR 24" AND LARGER - OUTLET PIPE OVERFLOW EL=449.83 24" MIN. o OUTLET INVERT E�=446.24 z OUTLET DIA. =12 w NOTES: z 1. RESTRICTOR UNIT SHALL BE CONSTRUCTED OF CORRUGATED o POLYETHYLENE PIPE AASHTO M294 TYPE S, POLYVINYL S CHLORIDE (PVC) ASTM D-3034 SCHEDULE 40, OR ALUMINIZED w� CMP. N 2. FOR PVC APPLICATIONS, ALL CONNEC11ONS SHALL BE MADE USING STANDARD FITTINGS, NO WELDING SHALL a BE USED. Lu Q 0 FIRST ORIFICE INVERT EL=444.2� ORIFICE DIA. =0.98 z DETAIL NOTES: FOR HDPE APPLICATIONS 3/8" HDPE PLATE WELDED ALL AROUND - SEE DETAIL FOR ORIFICE OPENING SIZE ACCORDING TO PLANS. 2� OUTLET PIPE MAY BE ADS N12 SMOOTH HDPE OR TAPERED SMOOTH HDPE - TYPE, LENGTH AND SIZE AS SHOWN ON PLANS. RESTRICTOR RISER CONTROL STRUCTURE NOT TO SCALE 24' ---' 48' TOTAL APPROXIMATE DET. VAULT VOLUME = 6.1,95 CU•FT• 24, 72' NOTE: SEE STRUCTURAL DRAWINGS FOR EXACT VAULT DIMENSIONS WET/DETENTION VAULT DIMENSIONS PLAN VIEW NOT TO SCALE _ ADDITIONAL CONTROL STRUCTURE NOTES 1. A REMOVABLE HANGING SIGN SHALL BE PLACED IMMEDIATELY UNDER THE ACCESS LID WHICH CLEARLY MARKS THE CONTROL STRUCTURE AS A CONFINED SPACE PER THE REQUIREMENTS OF OSHA. 2. A PERMANENTLY ATTACHED BRASS OR STAINLESS STEEL INFORMA1ION PLATE SHALL BE ATTACHED INSIDE THE CONTROL STRUCTURE WITH THE FOLLOWING INFORMATION ENGRAVED: - COTTAGES AT REDONDO. FILE # (ENTER FILE � HERE) - DEVELOPER, TOT[ SAWYER RNTERPRISES ENGINEER, SOUND ENGINEERIX INC. CONTRACTOR, ENTER CONTRACTOR NAME HERE) - DATE CONSTRUCTED. (ENTER DATE HERE) - KCSWMM. 1998 !19t�:1!�;13:iZ+1il,'d:1►1�3�1i�113:{G PRE -DEVELOPED DEVELOPED 1_'► EVENT 0.037 1 10-YEAR EVENT 0.065 0.196 CITS RELEASE MECHANISM SIZE, TYPE, AND INVERT ELEV. 12'10 CONTROL STRUCTURE PRIMARY ORIFICE, 1 98 +: SECONDARY1: i US I Ot• 5 IAGL, U15CHAKGL, ANU VUL. Al LU IN I ttr STAGE (EI) VOLUME (ACRE -FT) DISCHARGE (CFS) 0.0 0.000 0.000 0.99 0.043 0.027 1.99 0.079 0.037 2.96 0.117 0.057 3.50 0.139 0.065 VALS RECOMMENDED MAINTENANCE FREQUENCY MONTHLY OR AFTER MAJOR Diu i► PERIOa N TI ON VAULT - SECTI ON ION C NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-555 VERTICAL DATUM CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 VERTICAL DATUM: NGVD-29 PERMIT N0. APPROVED DATE d SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, INA 98402 PHONE: (253) 573-0040 - FAX:(253) 573-0142 www.soundenginc.com - sound@soundenginc.com PROJECT: COTTAGES AT REDONDO CLIENT: TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 TEL: (360) 841-7971 FAX: EMAIL: PROJECT ENGINEER: J. HAUG E-MAIL: jhaug@soundenginc.com DRAWN: KBEs_ BY QR: JFH 1/20/2009 BY DATE SCALE:1"=20' DATE:1/20/2009 PROJECT #: 06154.10 SHEET NAME: DETENTION VA LET C El E MAY 2 9 C6 C M4OF FEDE' cl, . CDs SHEET 6 OF 10 D i ,;vAY nn �xa4 IST S101TT` ►�, A; 2 9 2009 m 3 -v M i U i Lo to U z a Lo co 0 0 U w 0 x 5- (A I a N cD I 0 0 N 0 1 f" EXISTING 8' PVC SANITARY SEWER MAIN EXISTING SEWER FACILITIES SHOWN HERE ARE TAKEN FROM LAKEHAVEN RECORD DRAWINGS PGS 328 4 C/L, 0+20.001 I R/W LINE, 0+53.10 GRAPHIC SCALE (IHFEET ) 1 inch = 20 f1~ COTTAGES AT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 N, RANGE 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON ROADWAY PLAN & PROFILE STATION EQUATION► 6+01,99 = 2+12,44 U RT) dIn m.-4 o � rl.: cm ^ v v OD tf) (j It dCY5 16 �D -0+20 0+00 1+00 HORIZONTAL SCALE:1"=20' VERTICAL SCALE: 1"=23 2+00 2+80 ,JOlNx JOINT 3' TO 4' 3' TO 4' NOTES FOR CONCRETE STEPS: A 1. CONCRETE: CEMENT CONCRETE CLASS 3000. 2. ALL STEPS. SAME DIMENSIONS, WITHIN 3/8" MAX, ! I d41 eARs DIFFERENCE. 3. RISERS: 7 MAX., 5' MIN. 'w!4. TREADS: 12" MAX., 11" MIN., ;WITH TRANSVERSE } 0.01 FT./FT. SLOPE. MIN.. L�w!)AN 5. METAL HANDRAIL REQUIRED FOR 4 STEPS OR MORE. !NG MIN, t�RNolNc SEE NOTES BELOW: CONCRETE STEPS PLAN 6. REINFORCING BARS SHALL MEET THE REQUIREMENTS OF ASTM A-615, GRADE 60 AND ARE REQUIRED FOR 4 STEPS OR MORE. META! ! 7. MAX. VERTICAL DISTANCE BETWEEN LANDINGS IS 12'. HAND"L JOINT V-6» NOTES FOR HANDRAILS: 14� I o 1. GALVANIZED. STEEL OR ALUMINUM (40 GAUGE MIN). sIOEwAUc` i _ ! N 2. 1 1/4" TO 2" O.D. ROUND OR OVAL PIPE. r 1 t/2" 3. WELDED, WITH SMOOTH SURFACE AND JOINTS. -JOINT 4. POSTS SET IN MIN. 6" CONCRETE CLASS 3000, CONCRETE STEPS & METAL HANDRAIL NOT TO SCALE POTHOLE NOTE PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD 1+ERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF LOCATICNS DIFFER FROM PLANS, CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 VERTICAL DATUM CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 VERTICAL DATUM: NGVD-29 PERMIT N0. _______ I APPROVED DATE 3 z ot M4 � SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573-0142 www.soundenginu m - soundOsoundenginc.com PROJECT: COTTAGES AT REDONDO CLIENT: TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 TEL: (360) 841-7971 FAX: EMAIL: PROJECT ENGINEER: J. HAUG E-MAIL: jhaug@soundenginc.com DRAWN: _KBEST BY QR: JFH _1120/2009 BY DATE SCALE: V=20' DATE:1120/2009 PROJECT #: 06154.10 SHEET NAME: ROADWA PLAN & PRE MAY 2 9 2009 CTOF FEDERAL ! CDs SHEET 7 OF 10 AY IV &WMAL 2 9 2009 0) 3 v 0 U LO CD 0 z a d- LO cn 0 0 N U) h- U W 0 I E u7 0 I rn 0 0 N N a NOTES 1, AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0,12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS, 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20', KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM, PROVIDE A 1,5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, FRAME AND VANED GRATE 3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 3�' �'O• 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS I S- MAY SLOPED AT A RATE OF D24 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP Of THE PRECAST BASE SECTION. 6' OR 12' \1,_-ONE #3 BAR HOOP FOR 6' TWO #3 BAR HOOPS FOR 12' RECTANGULAR ADJUSTMENT SECTION lyF'� 6 �1a' 1 ih I n• � #3 BAR EACH CORNER 18' MIN, i 1#3 BAR HOOP o 0 ° )KCORRUGATED POLYETHYLENE °' °'• STORM SEWER PIPE zr PRECAST BASE SECTION CATCH BASIN TYPE 1 NOT TO SCALE WSDOT STD DETAIL 4" 2 1 /2" 04 Co 6'-0" #3 BARS (2) :P� P. 8" MIN 0 - 10" MAX. 13/16" DIA HOLES 3:1 SAND & CEMENT GROUT 1" DEPTH NON -SHRINK GROUT -- ' - �6" Z 2" CLEARANCE (TYP) 16 BARS " 00 (2) MOTE: WHEELSTOP SHOWN OR ENGINEER APPROVED EQUIVALENT PRECAST CEMENT CONCRETE WHEEL STOPS NOT TO SCALE PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12' PLAIN CONCRETE ALL METAL PIPE 15' CPSSI' 12, (STD. SPEC, 9-05,20) SOLID WALL PVC i5, (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15' (STD. SPEC, 9-05,12C2)) COTTAGES AT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 N, RANGE 04, WX CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON LETTERIN�Wf DAL NOTES AND DETAILS RAISE - 1/2" WIDE BORDER 3000 psi CLASS C 2'-0' 10" CONCRETE (TYP.) 911 8-3/4" 1 /2" -� 1'-O" 1-1/4" 5/8" �- 1/2" 2I L 12" NOTES PIPE THREADED ROD & 1. ALTERNATIVE COVER SYSTEM MAY BE CONNECTOR LUG BE SUBMITTED FOR APPROVAL BY OWNER/ENGINEER. (SEE NOTES) COVER SHOWN IS FOR TRAVELED SURFACES. 2. PIPE MATERIAL AS SPECIFIED BY ENGINEER. GALVANIZED 6" 3. PIPE DIAMETER: 8"0. STEEL OR N 4. ADJUST RIM TO FINISHED GRADE ALUMINUM SKIRT STORM CLEAN•OUT DETAIL 6" 24" W6- 3 NOT TO SCALE A PLAN VIEW 2 A» ru i ri nnr REINFORCED EDGE /- (SEE NOTE 6) c� TOE PLATE EXTENSION ' L PIPE -� FRONT ELEVATION SECTION NOTE 1. AS AN ALTERNATIVE TO THE CONNECTOR LUG AND THREADED ROD, R'IE ATTACHMENT MAY BE MADE WITH A 1" WIDE STRAP, 16 GAGE GALVANIZED STEEL FASTENED WITH A 1 2" DIAM., 6" LONG GALVANIZED BOLT AND ONE SQUAREHE D NUT. 2. THE GALVANIZED STEEL SHALL SKIRT SHALL HAVE A MINIMUM THICKNESS OF 0.064". IF ALUMINUM IS USED, IT SHALL HAVE A MINIMUM THICKNESS OF 0.06". FLARED END SECTION NOT TO SCALE MATCH EXISTING PROPERTY LINE i z. 4' MAX ti L �lr (TYPICAL), l 1 > 10:1 MAX t � 1 O't (TYPICAL) -� 4' MAX (TYPICAL) ;- G . v,< , (APPROX) TERRACED ROCKERIES 10 NOT TO SCALE 1 OR GREATER 4 4' HIGH FENCE OR APPROVED EQUIVALENT FOR WALLS OVER 30" HIGH i _4-3/4" 0 1 1. No steps are required when height is 4' or less. CATCH BASIN FRAME AND VANED GRATE 2. The bottom of the precast catch basin may be sloped to OR MANHOLE RING AND COVER facilitate cleaning. HANDHOLD 3. Frame and grate may be installed with flange down or X cast into adjustment section. �. RECTANGULAR ADJUSTMENT SECTION N ;, OR CIRCULAR ADJUSTMENT SECTION 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the FLAT SLAB TOP pipe is installed, fill the gap with joint mortar in accordance with Std. Spec. 9-04.3. oz 12 :. . `' 48", 54', 60", 72', Be OR 96" in :..� MORTAR (TYP.) STEPS OR LADDER •' z MORTAR FILLET �� X V MIN. 25" M .t' REINFORCING STEEL 12 R. +' -TV PLUG TO BE SEALED /' "0" RING IN SAME MANNER AS GRAVEL BACKFILL FOR 1 12 MAIN SEWER JOINTS PIPE ZONE BEDDING \` -T6. CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL ! in /ft IN EACH DIRECTION INTEGRAL SEPARATE 48' 4" 6" 36" 8" 0.15 0.23 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" 6" 8" 60" 12' 0.24 0.35 84" 8" 12" 72" 12" 0.29 0.39 96" 8" 12" 84" 12" 0.29 0.39 CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE METALCPSSP (D SOLID WALL PVC ® PROFILE WALL PVC 01 48" 24" 30' 24' 27' 30' 54" 30" 36' 30" 27" 36" 60` 36' 42' 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 3V 48' 96" 60" 72" 60" 36' 48- (I)CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9-05.20) ® �Std. Spec. 9-05.12ec. 9-05.1212�i 2 CATCH BASIN TYPE 2 DUMP NO WASTE NOT TO SCALE WSDOT STD DETAIL B-10.20-00 I 3" CLASS B ASPHALT CONCRETE p -_> 3-1 �2" f 0.17' CRUSHED SURFACING TOP COURSE _ 0.42' CRUSHED SURFACING BASE COURSE 111=11 M11=111=I I I=111 BANK RUN AS NECESSARY TO STABILIZE PAVEMENT DRAINS TO STREAM NOTE: DEPTHS ARE COMPACTED THICKNESS NOTE: DEPTHS TAKEN FROM THE CITY OF FEDERAL WAY PUBLIC WORKS NOTE: 1. LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH DEVELOPMENT STANDARDS SECTION 3.2.15 2. EACH CATCH BASIN ACCEPTING DRAINAGE SHALL HAVE STENCIL ASPHALT CONCRETE PAVEMENT SECTION 5 NOT TO SCALE CATCH BASIN ANTI -DUMP MESSAGE -FENCE SHALL BE IMBEDDED AND SECURED PER MANUFACTURERS RECOMMENDATIONS BEHIND ROCKERY W/ CLASS 30GO CONCRETE (STD. SPEC. 9-07.7) VARIES I�IE 1' MINIMUM (TYPICAL) GRtivu- BACKFILL FOR WALLS (SECTION 4' MAX 9-03.12(2) OF THE STANDARD SPECIFICATIONS) NOT TO SCALE .►T�' RIGHT-OF-WAY LINE W W S W +• v �� W •Y •i `Y •Y 1• W .4 W W W W W W •Y ♦ W W W 6p � �o�t� �_ W •Y •i W W .. W W W W W V 00111 10 W W W W W i• W Y S•�`o• 2' `sue RESIDENTIAL -� 10'-0' MIN. 20'-0" MAX. COMM./INDUSTR. 30' - 0. 2-LANE 40' - 0" 3-LANE EXPANSION JOINT CURB Q- 6" OVARIES O.o>ti_ 2" CSTC for RESIDENTIAL 4" CSTC for COMMERCIAL SECTION A -A VERTICAL DATUM r, `0 oorl�. Q' W V W W W W W W O• W W 4 W W W W •Y W W W •Y W W W W W W •i W W V• W W W W W W W >-B TAPER W W W SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 FAX:(253) 573-0142 www.soundenginc.com N sound@soundenginc.com `K PROJECT: SIDEWALK COTTAGES AT REDONDO PLANTING STRIP, IF ANY. CLIENT: SEE CURB DETAIL DRAWING 3-4 TOW SAWYER ENTERPRISES 2016 38TH ST. NW GIG HARBOR, WA 98335 3' MIN VARIES RIGHT-OF-WAY LINE NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE TEL: (360) 841-7971 FAX: EMAIL: 0.0 ��' ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL PROJECT ENGINEER: J. HAUG • �;r DRIVEWAYS SHALL HAVE AN EXPANSION JOINT E-MAIL: jhaug@soundenginc.com r. sue• , LOCATED MID -WIDTH. SEE KCRS SEC. 3.04. 2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4. DRAWN: KBEST MATCH EXISTING BY DRIVEWAY GRADE 3. CONCRETE SHALL BE CEMENT CONC. CLASS 4000 WITH 47. TO 6% AIR ENTRAINMENT. QR: JFH 1/20/2009 CEMENT CONCRETE DRIVEWAY 6" THICK 4. FULL DEPTH EXPANSION JOINT IF BY DATE DRIVEWAY WIDTH IS 15' OR GREATER. rA"'�\CURB AHDGUTTER SECTION DRIVEWAYSCALE:NTS CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH POINT ROAD SOUTH EL=421.96 VERTICAL DATUM: NGVD-29 NOT TO SCALE CITY OF FEDERAL WAY DWG. 3-6 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT N0.------------- APPROVED DATE DATE:1/20/2009 PROJECT #: 06154.10 SHEET NAME: GENERAL NOTES & DEW 8-,-m,,, 9 2i0; CID SHEET 8 OF 10 SAY 1ST MAY 2 9 2009 (Al CURB F J F X 0 FF l :` 6'-1 3/4" 2'-7 1/4° . -... Z') Ft.E 7'-113/4' ' 4'-8 1/4" 43 F E i' 9'-5 1 /4' 6' 5 0 FE t 10 8 3/4 7'-11 114 ' M ---------------- t30 f: E_ 19 �-10 1i4" � 9'-3 112" 70 I F F_ T.� 12 10 3/4 10' 6 3/4' ._. fi;+ F E F I 13'-10 1/2" 11'-8 3/4" 90 r': "T 14 9 1/4' 12' 9 314 15'-7 1r2,' 100 FFE i" 1 13'-10 114" VARIES CONCRETE SIDEWALK SECTION COTTAGES AT REDONDO A PORTION OF THE SW 1/4 OF SECTION 04, TOWNSHIP 21 N, RANGE 04, W.M. CITY OF FEDERAL WAY, KING COU TY, 4VASHINGTON GENERAL NOTES AN� DETAILS L4" X 4" POST 8' O.C. — 1 " X 4' PLANKING — 2" X 6" STRINGER 6'—O" NOTES: • FENCE TYPE AND DETAIL PROVIDED BY ARCHITECT. PRIOR TO CONSTRUCTION, VERIFY TYPE, SIZE, MATERIALS, ETC. WITH CLIENT. • ALL NAILS AND HARDWARE TO BE HOT DPPED GALVANIZED • STRINGERS AND POSTS TO BE WOLMANIZED PINE GRADE C OR BETTER • PLANKING TO BE WESTERN RED CEDAR • 2 COATS STAIN AS PER SPECIFICATIONS 4" 18" MIN.. 2: X 6: STRINGER 4 X 4 POST CCORNjCHRETE FOOTING EA 6" GRAVEL BASE 12" (2 PERIMETER FENCING NOT TO SCALE CITY OF FEDERAL WAY DWG. 3-12 NOT TO SCALE RADIUS POIN"f OF { CURB RETURN f �A q�T FQy� t, t CEMENT CONCRETE CURB, OR CURB PEDESTRIAN CURES -'� AND GUTTER 3l8" EXP'` NSWWII JOIN r/ 1 //f.• J,, it Eh'h�E[:In. ill' RADII :'AN '' F. I%ITERPOLA it i DLANALK I MIN, MAX, A 1 5/8" 2 le C //16" 3 /4;, !„ 1 /1 6 1.5' TYP. w 3 A 22' EOPI TO EOP 1.5' 5' TYP. SIDEWALK TRAVEL LANE TRAVEL LANE w z 3 ._ ) 27 (),,_ '.02 _FT s e 7 '7 ice' / ' ! ! ! ! ' ! �� e i i i � i i 17TTrf ...- . .,....:..:<.: ,-t•.>. PRIVATE ROADWAY SECTION \�.../ NOT TO SCALE ROW L 25' ROADWAY (L —_ PAVEMENT SECTION TYP. 38, 1 CONCRETE SIDEWALK C9 CONCRETE ROLLED CURB ROW 1 1.5' 38' EDP TO EOP 1 5, 3.5' 6' 1 5' 1 3' ROW '• 8' 12' 12' 8' TYP. PLANTER SIDEWALK L/S DEDICATION PARKING z 0 w z 0 W ce Ft� co cn Z z Lu z z GONGRETE SIDEWALK PROPOSED SAWCUT N C9 w 27. (TYP) ,.02 FT. /Fl. ce — _.._. ,. i �i� fl' t Z{i i LL. CONCRETE CURB ____.._.�_____._.__ Q ��`� �� 1 18TH AVE. S. SECTION : C5 AND GUTTER NOT TO SCALE C5 PAVEMENT SECTION TYP. 8 ROUND SOLID COVER MARKED z "DRAIN" WITH LOCKING BOLTS 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. UNLESS OTHERWISE APPROVED 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. RIM FI FV. = 453.00't BY ENGINEER. 3. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF d CONTROL ROD FOR CLEANOUT/ 4, SEE SHEET CIS FOR ADDITIONAL CONTROL STRUCTURE NOTES. �-DRAIN, ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT W/ COVER STEPS/LADDER r� CLEAN-OUT GATE• STD. MH COVER TRAVEL LANE TRAVEL LANE PARKING A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR. B. LIFT GATE, NO. C/C/1-LG, • 6' 4 POI 74 E0 � •• •• CASCADE CULVER INC., OR, C. OTHER DE\ICE APPROVED BY \ ENGINEER. OUTLET a 12"� _12"� I, PIPE \ _ 2 •• 12" ADS I.E.= 446.24' _ i 12"0 GROUT (TYP I.E.= 446.24' m CV PIPE STEEL OR ALUMINUM SUPPORT ~ z • 12"O RISER f c! • STANDARD GALVANIZED ' RESTRiCTOR PLATE '� '• '� •' `� •'• ORIFICE = 0.98" 60.0 LADDER STEPS. PROFILE VIEW A TRAP OUTLET SPILLWAY CONTROL STRUCTURE SEE DETAI�DTH 6 Q NOT TO SCALE 8 ,, C9 4.0' MIN BERM WIDTH L- IS WIN. SEDIMENT STORAGE L I--- 1.0' DEPTH OF 2'-4' ROCK 3 0' cs= iNG DEPTH 1.0' DEPTH 3/4"-1.5' WASHED GRAVEL 60"0 TYPE CATCH BA: PLAN VIEW TYPICAL Is I SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE STREET, SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 N FAX:(253) 573-0142 www.soundenginc.com N sound@soundenginc.com PROJECT: El EV=454.50t COTTAGES AT REDONDO \ CLIENT: TOP-OF-WIER TOW SAWYER ENTERPRISES TRAP SPILLWAY OUTLET 2016 38TH ST. NW • � TYPE 1 RIP RAP GIG HARBOR, WA 98335 o TO TOE OF SLOPE TEL: (360) 841-7971 FAX: -III-III-I - EMAIL: 1.5' MIN. ---' I I Fri I I=1 11=1 I I=1 I I=1 11=1 I I i I I I= I - ' GEOTEXTILE 1.0' FREEBOARD TRAP OUTLET SPILLWAY SEDIMENT STORAGE DEPTH TRAP TRAP PROFILE PROJECT ENGINEER: J. HAUG � E-MAIL: jhaug@soundenginc.com .- 1. RAP T HAVE A MIN. SURFAE AREA OF 325 Q. FT. SAT THE TOP' OF—WEIRCSURFACE. DRAWN: KBEST 2. TRAP MAY BE FORMDSEDIMENT TRAP PARTIAL OR COMPLETE EEX CAVATION Y BERMOR BY 7 NOT TO SCALE VERTICAL DATUM BY TOP BERM ELEV.=454.50 STAFF GAUGE 1.0' FREEBOARD - W/ 1.0' MARKS 1.0' 2"-4" ROCK - 3.0' SETTLING DEPTH'' I WASHED ROCK FLAT CITY OF FEDERAL WAY BENCH MARK QR: JFH 1/2012009 NUMBER 2172-28-1 BY DATE SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT TYPE 1 RIP —RAP, 1' THICK TOP BERM ELEV.=454.50 DASH POINT ROAD SOUTH SCALE: NTS EL=421.96 DATE: 1/20/2009 VERTICAL DATUM: NGVD-29 PROJECT #: 06154.10 PERMIT NO - ------------) APPROVED DATE HEET NAME: GENERAL NOTES & DETAILS C �" MAY 2 5C9 CMOF FED K/ 'i'AY CD, SHEET 9 OF 10 IST SUBMITTAL (YIAY 2 9 2009