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06-10651407 CiT1( OF 4::�L ede l� l Way REVISED 08-22-01 REVISED 11-16-94 SHORT PLAT NO. 06-106514-00—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON 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. HAGGAI HOMES, LLC, A WASHINGTON LIMITED LIABILTY COMPANY State of Was in t n County ofl�G I certify that I know or have satisfactory evidence that signed this instrument and acknowledged It to be (his/her) free and volunta;7pad11of JpReo�uses and purposes mentioned in the instrument. '• Signature of o�• Notary Public t2 = Printed no a !!.L �• call �.►V�i1 - o -.Dated D _ : My appointment expires J11 040P ••`• State of Wo n�{�rR� § �0*0*0#0111941 County of �1 iE IE b i certify that I know or have satisfactory evidence that N signed this instrument and acknowledged It to be (his/her) free and N voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name N g Dated N My appointment expires i n: CONFORMED COPY at ...... M 20070620900028 :st of FEDERAL WAY SPM PAGE001 OF 002 06/20/2007 13:51 KING COUNTY, WA .............���:.............. ......Supt. of Records...... APPROVALS: CITY OF FEDERAL WAY Examined and approved this Aday of _� = 2007 ---- � - N ------ ----------- Director of Public Works Examined and approved this of s�s,�!� 2007 Director ofuommunity Develo nt Servicves VICINITY MAP SCALE: 4"=1 MILE n KING COUNTY DEPARTMENT OF ASSES�JSMENTS Examined and approved this 19 d-day of __ ��P_ 2007 --s c� _1� lv - - - - - - - - - - - - - - - - Assessor _ Deputy Assessor Account Number _ o_ 0 s.o 0 1� I NORTH LEGAL DESCRIPTION THE SOUTH 100 FEET OF THE NORTH 330 FEET OF THE EAST 990 FEET OF THE EAST HALF OF THE SOUTHWEST OUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 730 FEET THEREOF. (ALSO KNOWN AS LOT 110, NORTH LAKE SHORE LANDS, ACCORDING TO THE UNRECCORDED PLAT THEREOF) EXCEPT FROM SAID LOT 110 THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 38TH AVENUE SOUTH (ALSO KNOWN AS ROY B. MISENER ROAD) AS ESTABLISHED FEBRUARY 17, 1930. IN VOLUME 30 OF COMMISSIONER'S RECORDS, AT PAGE 257. SURVEY NOTES 1, EQUIPMENT USED. TRIMBLE 5600 TOTAL STATION 2 SURVEY FIELD WORK PERFORMED AUGUST, 2006. J. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH FINAL RESULTSMEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.AC 332-130-090. ALL MEASUREMENTS WERE MADE WITHA TRIMBLE 5600 IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS SPECIFICATIONS. 4. A SHORT PLAT CERTIFICATE PREPARED BY CHICAGO TITLE COMPANY, ORDER N0. 1218744 AND DATED SEPTEMBER 18, 2006 WAS RELIED UPON FOR RECORD ITEMS AFFECTING THIS SHORT SUBDIVISION. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirementrs of the appropriate State and City Statute and Ordinance in August, 2006 Randall C. Haydon Certificate No. 17669 RECORDING NO. VOL./PAGE SCALE: 1 inch = 30 ft. 0 30 60 PORTION OF _NE_1/4 of _SW_1/4, S._15 _ T. 21N_ R._4E� GRAHAM SHORT PLAT TOPOGRAPHIC SURVEY AND TREE RETENTION PLAN SITTS & HILL ENGINEERS, INC. CIVIL STRUCTURAL SURVEYING 2901 S. 40th STREET TACOMA, WA 98409 (253) 474-9449 = EXISTING EVERGREEN TREE NORTH �> EVERGREEN TREES TO BE SAVED �. SCALE 10 = 30' B.S.B.L. = BUILDING SETBACK LINE 30 0 30 60 ROAD CROSS SECTION -NORTH PROPERTY LINE NORTH PROPERTY LINE 'OF LOT 2 F OF LOT 1 55� 17' 13, 5' 20' WMN ROAD 30' EASEMENT , SCALE 1" = 101 10 0, 10 20 -13 -07 REFERENCES • UNRECORDED PLAT OF NORTHLAKE SHORE LANDS • PLAT OF NORTHLAKE SHORE LANDS DIVISION 2 • R. 0, S. A.F.N. 20060117900001 • R. O. S. A.F.N. 20051011900020 • R.O.S. A.F.N. 8702179003 • R.O.S. A.FN. 2006OiO6900015 • R.O.S. A.F.N. 9104269001 • R, 0. S. A. F A 9011089008 • R. 0, S. A.F.N. 20051014900009 • R.O.S. A.F.N. 20011219900001 • R. 0. S. A.F.N. 20020722900006 • R.O.S. A. F N. 200JO311900024 OWNER, HAGGAI HOMES L.L.1b. 886 W n J O DWN. BY DATE JOB NO. C 7889 �0y MAM s rsT>R. 8/15-06 12936 r�NAL LAN9 $ CHKD. BY SCALE SHEET EXPIRES AUGUST 11, 2007 RCH AS NOTED 1 of 2 . - 0000006� RECORDING NO. CIT 4:�k� Federal Way SHORT PLAT NO. 00-106514-00—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON GRAHAM SHORT PLAT NORTH. VOL./PAGE SCALE: 1 inch = 50 ft. 0 50 100 PORTION OF _ NE_1/4 of —SW-1/4, S._ 15_ T._21_N_ R,_4E_ N89 08'55 "W 2647.77' — 1677, 77 FOUND 4" X 4" CONCRETE MONUMENT — �-- — — — — —� IN CASE WITH 2" BRASS DISK WITH 'X' MARK ` CALCULATED WEST QUARTER CORNER SECTION 15 I 0 665.00' PER PLAT OF NORTHLAKE RIDGE DIVISION 2 1 I SOUTH 328TH STREET — 305.00' 1 A.F.N. 20041207000341 ( i F_ CALCULATED CENTER OF SECTION I I � X FROM ON 2004?207000341 OF NORTHLAKE RIDGE DMSION 2 --I 3030�- 2 I i �,. ► O � I 112 lI 614360 0571 614360 0577 . I I IZ) I 4 i I I 15' PUBLIC DRAINAGE EASEMENT PER A.F.N. 1 I 20040129000426, �n ALSO CREATED BY THIS FOUND REBAR &CAP ' N I SHORT PLAT IS A 5 I~ 0 1 111 EASEMENT PRIVATE UTILITY 1 � 2 1 614360 0565 CALCULATED WEST LINE OF PLAT OF FOUND REBAR & CAP Cl)I 1 NORTHLAKE RIDGE DIVISION 2 FROM L.S. # 29587 I 30' INGRESS, EGRESS PLAT MONUMENTS I &UTILITY EASEMENT N.L.S.L.=220' 6 i — S89'08'55' E 209.83' 3 0 6' CHAIN LINK FENCE I N EXISTING GRAVEL DRIVE BUILT ON PROPERTY LINE pQ�� 7 I o l ± 589 O8 55 E 120.00 — — — — I � I SET REBAR &CAP ON LINE I 22' o I 15' EAST OF PROPERTY CORNER o S I i 1 I 9,600 SQ. FT. N m 111, 376 SO. FT. 10' PRIVATE UTILITY TRACTS' j I EASEMENT j L--_126.15' -----j L-83.6l'- 9 1 S89'08'55'E 209.76 6' CH 11N LINK FENCE N.L.S.L.=220.00' `' 3.80' EAST OF PROPERTY LINE 44 I MARK AND JANINE SPRINGAA OWN THIS PARCEL 10 I I 614360 055 AND WILL PROVIDE A 10' UTILITY EASEMENT TO --tJO'----30I Q I HOOK UP TO THE EXISTING SIDE SEWER THAT WAS 1 D9 BUILT AND PROVIDED TO LOT 109 of NORTHLAKE VR/0GE HORE LANDS THROUGH THE PLAT OF NORTHLAKE pQ�� ®�� DIVISION 2, IF NEEDS . 11 ©� ussr--)wl� u p OO-� C OF olp 12 I i I FOUND REBAR & CAP L.S. # 22338 & J4134 13 I I I 1 FOUND REBAR & CAP L.S. # 22338 & 34134 14 1 i PLAT = .115.00' CAL,' -- 115,00' 41 SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 2901 S. 40th STREET r TACOMA, WA 98409 K� (253) 474-9449 or�NA� LI-7 EXPIRES AUGUST 11, 2007 BASIS OF BEARING PLAT OF NORTHLAKE RIDGE DIVISION 2 A.F.N, 20041207000341 VERTICAL DAI M CITY OF FEDERAL WAY POINT 1.0. = 202 ELEV. = 4IZ459 (NGV9 29) SITE BENCHMARK: LEGEND FOUND MONUMENT AS DECRIBED O FOUND REBAR do CAP AS DESCRIBED. • SET REBAR & CAP L.S. # 17669 & 18082 - -- EXISTING FENCE' AS DESCRIBED — — — — BUILDING SETBACK LINE N.L.S.L UNRECORDED PLAT OF NORTHLAKE SHORELANDS R.O.S. RECORD OF SURVEY B.S.B.L. BUILDING SETBACK LINE PROPER? Y INPORMAT/CAN ZONING: RS9.6 COMPREHENSIVE PLAN DESIGNATION, SINGLE FAMILY, HIGH DENSITY TAX PARCEL NUMBER: 614360-0560 ORIGINAL LOT ADDRESS: 32829 38TH AVENUE SOUTH ADDRESSES OF PROPOSED LOTS: LOT 1: J28JO 38TH AVE. S. LOT 2: 32822 38TH AVE, S. BUILDING SETBACKS: 5' SIDE & REAR, 20' FRONT OWNER, HAGGAI HOMES, L.L.C. P.O. Box '986 Sumner, Wa. 98390 (253) 536-4479 OWN.: BY DATE JOB NO. MAM 8/15-06 CHKD. BY SCALE SHEET RCH 1• - 50' 12936 2 of 2 I1 C GRAVEL DRIVE FOR ADJACENT PROPERTY, APPROXIMATE I LOCATION AND DIMENSIONS. - END SHOULDER IMPROVEMENTS. ---.-TAPER--PAV€IENT-TO MATCH--__ EXISTING ROADWAY WIDTH AT - __. THE SOUTH EDGE OF EXISTING GRAVEL DRIVE. 415.3t, MATCH EXISTING I SAWCUT A 1' MINIMUM STRIP OF ASPHALT TO PROVIDE A CLEAN STRA%T PAVEMENT JOINT, SEE DETAIL C4/SHEET 2 OF 2 21 LF 8- " 2 DIP ®10.86- 7 - - W/BEVELED END SECTION PROVIDE A GALVANIZED DEBRIS BARRIER 415.1t, MATCH EXISTING I TEMPORARY CB PROTECTION, r SEE DETAIL A3// SHET 2 OF 2 EXISTING C8 - -" - - - RIM ±414.49 (EXISTING) RIM= 414.80 (PROPOSED (INSIDE BOTTOM O F CA TC H BASIN � TOP 413.09) IE=f409.2 18" E (EXISTING) I =' IE=412.17 8' NE (PROPOSED) I V NOTE: FIELD VERIFY 18" E VERIFY THAT 8" OF THE CATCH BASIN CONCRETE WALL CAN BE PROVIDED BETWEEN THE OUTSIDE -- - - _ - WALL OF- -THE -PIPES _-PRIOR._TO.. Y ; _ CONSTRUCTION. 1' WIDE x 2' LONG x6" THICK QUARRY SPALL PAD 415.2t, MATCH EXISTING I Y / i ✓ ,i TEMPORARY CONSTRUCTION ENTRANCE, SEE DETAIL A2/ SHEET 2 OF 2 Y% 415.1 t, MATCH EXISTING I DRAINAGE cre i r. ,- "-- , M8--C PLAN *20/ z X GALVANIZED BOLTS -� 2"x12" PRESSURE '�' TREATED GRADE BOARD PIPE O.D. *20% Mp,X 0 o OO ° O °vo o ° o ° 6" PERFORATED ° ° ° ° PIPE LAID LEVEL o °° CLEAN (S5% FINES) °° 1-1/2" -3/4" WASHED ROCK FILTER FABRIC---- 4"x4" SUPPORT POST *15% MAX FOR FLOW CONTROL/WATER QUALITY TREATMENT IN RURAL AREAS SECWN A -A N.T.S. DISPERSION TRENCH DETAIL SCALE: N.T.S. r,jP A W A K A 1 A PORTION OF THE NE 1/4 OF THE SW 1/4 OF'SEOn C ONu6 TOWNSHIP 2I 1NORTH, RANGE 4 EAST, W.M. � KING COUNTY, WgyINGTON EXISTING SHRUBS, I APPROXIMATE LOCATION I I PROPOSED 20' WIDE PAVED ACCESS (2,900 S.F.). SEE DETAIL B3, SHEET 2 OF 2 30' INGRESS . EGRESS & UTILITY EASEMENT 50 ROOF/DRIVE LF RUNOFF DISPERSION TRENCH, SEE DETAIL D2/SHEET 1 OF 2 614380 0506 I TYPE 1 CB W/ LOCKING 15' PUBLIC DRAINAGE EASEMENT PER HERRINGBONE GRATE A.F.N. 20040129000426 RIM=416.2t, MATCH FINISH GRADE 35 LF ROOF/DRIVE RUNOFF IE=414.16 TRENCH/SLOTTED DISPERSION TRENCH, SEE I DRAIN, OR FLOWMJNE DETAIL D2/SHEET 1 OF 2 17 �'�37 LF 6" N-12 PROPOSED 12' WIDE PAVED S=0.0297 FT FT, MAINTAIN EXISTING GRAVEL TYPE 1 CB W/ LOCKING ACCESS (850 S.F.). SEE DETAIL B3, SHEET 2 OF 2 A MINIMUM OF ?' COVER ACCESS ROAD 1 ' HERRINGBONE GRATE 415.00 E 2 RIM=419.5t, MATCH EXISTING STORM DRAIN YARD DRAIN WIDE TO BE REPLACED WITH ASPHALT DRIVEWAY. FINISH GRADE PIPE FOR THE NORTHLAKE 4?5.11 RIM=417.3t, MATCH IE�414: 5 -�� �. FINIS GRADE IE=417.46 RIDGE DIVISION 2 PLAT = H415.26 419.32 STORM DRAINAGE POND IE- TRENCH/SLOTTED -- __ CLEARING LIMITS FOR S8908'p 55 E GRADE DRAIN, E CONSTRUCTION OF BREAK PRIVATE DRIVE :!�,""���/ ';?' ^,.,, .. ,• .�y, '''z � a r i� ,� „" C, xs�s,� _ �- - -- - .�,-r �� ��. '� ``tea Air a • , .. �/;/ 5 r..... .�_ .. •<'�'� �s r .-,�-+, :r.« .__: _... :v -any '�tt., <� '. .� ,420.0 'if� ;, " X�.�:' � '� `� .~r--use- _ 1 •-'+. _ �_ : _ 7r -- - / , _ r e...r. „r .. .. .. : , � : S ,,. , ... _� .,:r• .., „ , .. ..- ✓_ .. >s . , -�,, va �. � :§r- - ,rr �i"`. : - 9. PROPOSED 10 WIDE PRIVATE 9 SANITARY SEWER FORCEMAIN • 420.14 / DRIVEWAY DR( AY SD a 690-5.� I / D I „ EASEMENT FOR LOT 1. The - DWATER Q4 DS METER i DS 415.02 l j._ co CONCEP 0 CON ram,', a? TIDAL - I i o BUILDING ENVELOPE .:.:...::.::.W'.. BUILDING ENVELOPE // %.�.•.._..•.. HOUSE -_ - 1t7-i i, , , ':' •'''-'''''•' I i' HOUSE t2,500 S.F. ' ' �•': •':• • - : • ( 3 000 S.F.-MAX. I \. :=c:9,600._S,'.:':.:::::::I t3,000 S.F. (MAX.) ) 3 CAR GAR W A GARAGE I ( AGE) ) pp 4" O ADS I _ DS COLLECTOR (TYP (YI'_ - - -- ti -- �; 1. - 1 -S. - % -- - 1,37 S89 08 55"E _ 83.6 - 420 209.76 - - APPROXIMATELY 25' VEGETATED FLOWPATH TREES TO BE SAVED I 90 LF SILT FENCE, SEGMENT FOR DISPERSION co SEE DETAIL A4/ TRENCH (TYP.) I I (v) SHEET 2 OF 2 FUTURE CLEARING 30 I 109 LIMITS I 614360 0555 IF -WAY I I I I • I PIPE O.D. END CAP OR PLUG NOTCHED GRADE p v v O CLEANOUT BOARD, 2"x2" 6" PERFORATED PIPE LAID LEVEL NOTCHES 18" O.C. TYPE I CB ui w A v ° ° A ° cr_ vi -f- W ° INFLUENT PIPE (MAX DESIGN oo° FLOW 50.5 CFS PER TRENCH) ° 9 ° CLEANOUT O ° D D p o° "WIN N.T.S. FLOW TO SECOND DISPERSAL TRENCH IF NECESSARY FLOW TO OTHER BRANCHING CBS AS NECESSARY 2" GRADE BOARD NOTCHES 2" " N 18, 0 0 40 60 NORTH 1. TRENCHES SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. CB 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. (100 FEET ALONG FLOWLINE) 3. FOR LOT 1 ONLY: A VEGETATED FLOWPATH OF AT LEAST 25 FEET IN LENGTH MUST BE PROVIDED BETWEEN THE OUTLET OF THE TRENCH AND ANY PROPERTY LINE, STRUCTURE, OR IMPERVIOUS SURFACE. 4. FOR LOT 2 ONLY: LENGTH OF VEGETATED FLOWPATH SHALL BE MAXIMIZED (UP TO 25 FEET) TO REDUCE DISPERSED RUNOFF FROM CROSSING PROPERTY LINES, FLOWING ONTO IMPERVIOUS SURFACES, OR FLOWING INTO STRUCTURES. SEE NOTE 5. 5. A SETBACK OF AT LEAST 5 FEET MUST BE MAINTAINED BETWEEN ANY EDGE OF THE TRENCH AND ANY STRUCTURE OR PROPERTY LINE. 6. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 7. SUPPORT POST SPACING AS REQUIRED BY SOIL COND11IONS TO ENSURE GRADE BOARD REMAINS LEVEL. 4 VICINITY MA P: SCALE: 1"=1/4 MILE E)a9W FEATUFES- CONIFERIOUS TREE CONIFERIOUS TREE TO REMAIN CATCH BASIN CONTOUR LINE STORM LINE _ WATER ASPHALT PAVEMENT GRAVEL SURFACING ;4w NORTH PROi! %mw FEATMFEE- CATCH BASIN PROTECTION ----{}----- SILT FENCE u ASPHALT PAVEMENT CONCRETE .-... VEGETATED FLOWPATH '"-W--'- STORM DRAIN PIPE -= DOWNSPOUT COLLECTOR GRADE BREAK ADS DOWNSPOUT ■ TYPE 1 CATCH BASIN YARD DRAIN ■ WATER METER --'- W WATER LINE PROPERTY INFORMATION BASIS OF BEARING ZONING: RS9.6 PLAT OF NORTHLAKE RIDGE DIVISION 2 COMPREHENSIVE PLAN DESIGNATION A.F.N. 20041207000341 SINGLE FAMILY, HIGH DENSITY TAX PARCEL NUMBER: 614360-0560 PARCEL AREA: 0.48 ACRES (21,000 SF) VERTICAL DATUM MINIMUM LOT SIZE: 0.17 ACRES (7,500 SF) WITHIN LOT LINES EXCLUDING AREA RESERVED FOR PRIVATE CITY OF FEDERAL WAY ROADS. POINT I.Q. = 202 ELEV. = 417.459 (NGVD 29) ORIGINAL LOT ADDRESS: 32829 38TH AVENUE SOUTH SITE BENCHMARK: ADDRESSES OF PROPOSED LOTS: LOT 1: 328XX 38TH AVE. S. LOT 2: 328XX 38TH AVE. S. BUILDING SETBACKS: 5' SIDE & REAR, 20' FRONT ABREVIATIONS NOTE: TOTAL IMPERVIOUS AREA CB CATCH BASIN YD YARD DRAIN FOR LOT 1 AND LOT 2 NOT TO EXCEED 10,000 S.F. DS DOWNSPOUT z 0 In h o o Z a w 2 a. ad 0 o o v o y Oq 1" aw W to., w 6� do 0,,o CALL 2 WORKING DAYS BEFORE YOU DIG 1-8W-424-&%5 U UTILITIES UNDERGROUND LOCATION CENTER I'-" Q i THE BURIED UTILITIES ON THIS PROJECT ARE SHOWN IN THEIR APPROXIMATE LOCATION WHERE KNOWN, OTHER EXISTING i 8 BURIED UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND CO HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO 0 0 CONSTRUCTION. THE CONTRACTOR WILL PROTECT, OR = NN IMMEDIATELY REPAIR, ANY DAMAGED UTILITY 'DISCOVERED" ON (n THIS PROJECT WITHOUT ADDITIONAL COSTS, w CRY OF FEDERAL WAY NBPECTION PrDE MA# (253) sw27Q0 _ Z a Wo PERMIT NO. 07-100453-00-EN CL I J y SHEET NO. �gl " _P,0 1 OF 2 APPROVED PROJECT NO. ..I i 3 4 hw t,,,. , , DATE 12936 n f r 1; 1 STANDARD DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4OR5. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/407,-70% PASSING; 2"-4" ROCK/307.-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. Q. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NONMETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE 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 FACIU11ES 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. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, 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. 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 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. 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. GRAHAM SHORT PLAT A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON EXISTING FRAME � a AND GRATE ►- OVERFLOW RETRIE VAL w a STRAPPROTECTION EXISTING CATCH BASIN PROTECTION NOTES -�7 J GRADE 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS NOTED ON THE PLANS. 2. AT ALL PROPOSED CATCH BASINS, CATCH BASIN PROTECTION SHALL BE INSTALLED IMMEDIATELY UPON CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE STABILIZATION. 3. CATCH BASIN INSERT SHALL BE STREAMGUARD SEDIMENT CATCH BASIN INSERT *3003, ADVANCED ENVIRONMENTAL SOLUTIONS STREAM SENTRY DIRTRAP, OR APPROVED EQUAL. 4. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. CATCH BASIN INSERTS WILL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4-INCH TO 8-INCH QUARRY SPALLS (4 TO 6-INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP -DRESSED WITH 1-INCH TO 3-INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. GENERAL NOTES: 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 APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS MONDAY THROUGH FRIDAY, 7 A.M. TO 8 P.M.; AND SATURDAY, 9 A.M. TO 8 P.M. 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 RIGHT OF WAY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14. 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. 15. 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. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. 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. QQ� ° P a° .Sl a o GEOTEXTILE FABRIC 10' MIN. RADIUS 4-8" AGGREGATE MINIMUM 12" THICKNESS SEDIMENT ACCUMULATION SUBGRADE SEPARATION GEOTEXTILE Q. 9 CONSTRUCTION ENTRANCE A3 CB PROTECTION SCALE: N.T.S. SCALE. N.T.S. CONSTWCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 7. ROUGH GRADE SITE AND PAVE ASPHALT ACCESS ROAD. 8. INSTALL REMAINING UTILITIES AND SITE IMPROVEMENTS. 9. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH EROSION CONTROL PLANS. 10. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 11. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. 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, TIE 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 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 CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISION 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. SCREWED ^ COUPLING SCREWED FINISHED SURFACE 4" o P.V. 1/8 BENI 4"X4"1 CLEANOUT DETAIL SCALE: N.T.S. SCREW ON CAP W/ RING 6" 0 PIPE FIBRE JOINT PACKING 4" 0 P.V.C. PIPE - 1/8 BEND 4"x4" P.V.C. WY' D3"" SCALE: N.T.S. I 1' MIN. 5' FLOW I_tl4f7_I;j*M FLOW DOWNSPOUT DOWNSPOUT COLLECTOR AVED AREAS) 1%.1 % SLOPE STAPLE OR WIRE RINGS- 2"x2"x14 GA. WELDED (TYPICAL) WIRE FABRIC OR EQUAL 2"x4" DOUG. FIR AT 4' O.C. FILTER FABRIC MATERIAL I I (I I I N MIRAFI 100x OR EQUAL 6"x6" TRENCH c°O °o°O °O °O o°O o°Oo°O °a OoaOOoaoO°a o0oa Ooa°o,a°o,ao0oa op,a°O,aoO°ao0° °;° °o° I •oo � CO �° o°Ito °o° o °;°) O °o° °o° °o� °;°Ito 1-�1 II.II �IIt_��jl_ll °o° °;° ° ° I I i Tl I , � FILTER FABRIC -h IIIN �_�I - Ih�I Ifs ll it-s MATERIAL 2"x2"x14 GA. W.W.F. ELEVATION o 2"x4" DOUG. FIR NOTE: OR EQUAL 1. PLACE 1' OF 3/4" - 1-1/2" WASHED ROCK OR PEA -GRAVEL ON BOTH SIDES OF 6"x6" TRENCH FENCE TO CREATE A BEVEL SHAPE. 11-Ili I_ll it �il�ihlil_ ! �� l� 2. FABRIC SHALL COVER BOTTOM OF 6"x6" o II al II T-I-I1 �11=II = TRENCH AND EXTEND BEYOND THE LIMITS n o 0 e! OF THE GRAVEL IN ORDER TO MAINTAIN o 2" EXCESS EXCESS OVERLAP OF 2" MINIMUM AS a z OVERLAP 6" ,AN SHOWN IN TYPICAL CROSS-SECTION. o TYPICAL CROSS-SECTION c c SILT FENCE z Y SCALE: N.T.S. C OR 20' 1 PLAN I 2H:1V MAX U Z Z 0 � m CH 9" PROPOSED ASPHALT PAVEMENT i MINIMUM DEPTH SECTION, Vl SECTION, SEE D4/SHEET 2 OF 2 "� � ad o � UNDISTURBED NATIVE SOIL � M WF- N COL W W z*0 TYPICAL PAVEMENT SECTION • a THIS CONTRACT c!) _j 0 w Z (� N SAW CUT SMOOTH VERTICAL W JOINT APPLY TACK COAT TO 12" OVERLAP a ALL EXPOSED VERTICAL OF EXISTING SURFACES IMMEDIATELY BASE COURSE PRIOR TO PAVING. SEAL JOINT LINE WITH HOT SS-1 EMULSION. 5 � O 1 I, ! • Q EXIST. PAVEMENT UNDISTURBED EXIST. }= M SECTION BASE COURSE tt) a:co M 1= N PAVEMENT JOINT SECTION o � 00 o v C4 1N jLj SCALE: N.T.S. w M a W.. a ASPHALT CONCRETE PAVEMENT, HMA CLASS 1/2" 2" COMP. DEPTH (1 LIFT) 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE SUBGRADE - COMPACT TO 95% MAXIMUM DENSITY �IL I-1 I I=1 I I�i I ICI I I=1 I I_ 1 I-1 I I-1 �„ v �!7 co RESUBMITTED � Q MAY 1 4''2007 WAY = O z D4 ASPHALT PAVEMENT SECTION CITY of FEDERALcn < SCALE: N.T.S. CITY OF FEDERAL WAY 11ANC IM F!'IOPE NI&M (253) 05-VW W = co W � ,� CALL 2 WORKING DAYS BEFORE YOU DIG W 1-800-424-5555 PERMIT NO. 07-100453-00-EN 0 1_ 1 z UTILITIES UNDERGROUND LOCATION CENTER SHEET NO. THE BURIED UTILITIES ON THIS PROJECT ARE SHOWN IN THEIR of APPROXIMATE LOCATION WHERE KNOWN. OTHER EXISTING BURIED 2 2 UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND HAVE THEIR LOCATION APPRO D PROJECT NO. MARKED ON THE GROUND PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL PROTECT, OR IMMEDIATELY REPAIR, ANY DAMAGED 12936 U11UTY "DISCOVERED" ON THIS PROJECT WITHOUT ADDITIONAL COSTS. DATE