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z z C?, _ co Ln co 0 0 I N x s U a 0 to u iv 0 U E 0 00 a 0 0 N s U a _ 0 _ Q 0 n 3 d I In 0 0 0 NOTICE REQUIRED I NOTES CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO BUSINESS DAYS, BUT 1. THE DEVELOPER IS REQUIRED TO NOTIFY THE LAND USE SERVICES DIVISION_ NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR LAND USE INSPECTION SECTION, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION DEMOLITION IN ACCORDANCE WITH RCW TITLE 19. NAMES AND TELEPHONE NUMBERS FOR A PRECONSTRUCTION CONFERENCE AND SPECIFICALLY REQUEST INSPECTION OF THE OPERATORS OF UNDERGROUND UTILITY LINES IN THIS PROJECT APPEAR BELOW. BEFORE BEGINNING: THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITIONS AS A. INSTALLING OF SILTATION AND EROSION CONTROL MEASURES REQUIRED. B. CLEARING AND GRUBBING PHONE C. EARTHWORK SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 D. INSTALLATION OF ANY UNDERGROUND UTILITY SANITARY SEWER E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACE F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 WATER DISTRICT 2. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE RESIDENT ENGINEER, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, BEFORE ANY CONSTRUCTION PSE (800) 321-4123 IS STARTED ON ANY EXISTING STATE ROUTE. GAS COMPANY 3. A HYDRAULIC PROJECT APPROVAL (HPA) PERMIT MUST BE OBTAINED FROM THE PSE (800) 321-4123 WASHINGTON STATE DEPARTMENT OF FISH AND WILDLIFE PRIOR TO ANY WORK WHEN REQUIRED. POWER COMPANY CALL BEFORE YOU DIG DIAL -A -DIG 1-800-424-5555 25 -6 29 30' 9 4 _ ,. 8 C p N A N B Vij D1 tLO to M tN Q Q M t� N C1 N A ANAA1 j -1 4A7A AL 19 6 _ „19, 5. „19,e. i i i+I R-12 I Sii`4�7L.E—Fnl'v1iLI Inl1AA 3 I vvr I ; V r R— 12 c1Av�l c cA.,nm... Ju vvt..t_—I nroI I I NG COUNTY D.D.E.S. BUILDING SE ICES DIWSION Prot t SITE EW-,IN E-RIN G/ lhcm.16W PRO V OO r2 [�DIiT E, � ao`r3 SIGNED DATE IC=NL LANDSCAPE/ZONING/P 'KING I I I DATE-__JIGNE '3 SPECIAL CCNDiTIONS• R-18 II Sit. V%I i JItv.71..t. I nivllt.l 28.( S44 S8834'08"E 55, 00' A^ Y DUPLEXES 11 AVOID CUTTING UNDERGROUND UTIU1Y LINES. IT'S COSTLY. Call before you D=g 1-800-424-5555 UNDERGROUND SERVICE (USA) USPS MAILBOX LOCATION APPROVAL POSTMASTER BONDING INFORMATION RESTORATION BONC AMOUNT $ _ PERFORMANCE BOND AMOUNT $ W ON!� - > SE 186TH ST SITE w NTS SE 189TH STUJI = In SE 190TH ST Q SE 190TH PL SE 192ND ST o � LEGEND R-12 FIND MONUMENT AS INDICATED S1I G E—C A I I1 ♦i Juv�n.� 1 nivlll..l - SE MONUMENT AS INDICATED SOIL BORING _. A\ S89 40'21 "E - _ FND AS INDICATED o \. WELL 0 �t3 B B A® A B EX TREE (conifer) 0:7— EX FIRE HYDRANT JQ J` PROPOSED FIRE HYDRANT EX WATER VALVE PROPOSED WATER VALVE iH EX TYPE I CATCH BASIN C «' R - 65 F 4 PROPOSED TYPE I CATCH BASIN ' j . Q —_ PROPOSED TYPE it CATCH BASIN a� EX SEWER MANHOLE PROPOSED SEWER MANHOLE ° EX GAS VALVE �a µz y EX UTILITY POLE ©:` 7 3 LO EX TELEPHONE RISER 4 D1K.sa, PROPOSED ROCKERY Y PROPO`.:ED WATER LINE -------------W---- s s 21 ^a'=' EX FENCE > y r- 4 VEHICLE ENTRANCE d 5 o / % TOP OF WALL ELEV TW=275.00 BOTTOM OF WALL ® PROPOSED GRADE BW=270.00 I SE 196TH ST VICINITY MAP SITE PLAN APPROVAL APPROVAL OF THESE PLANS IS FOR CONSTRUCTION OF ROAD AND DRAINAGE (� IMPROVEMENTS, SITE DRAINAGE & GRADING AND TEMPORARY EROSION Z CONTROL IN UNINCORPORATED KING COUNTY ONLY. THESE PLANS DO NOT AUTHORIZE ANY OTHER UTILITY APPROVAL OR IMPROVEMENTS PROPOSED IN ANY STATE RIGHT OF WAY. SITE PLAN APPROVAL IS VOID IF THE COMMERCIAL BUILDING PERMIT -HAS Z NOT BEEN OBTAINED OR RENEWED WITHIN TWO YEARS OF APPROVAL. w .l..I SUBDIVISION PLAN APPROVAL IS VOID IF THE FINAL PLAT IS NOT RECORDED ll..l WHEN THE PRELIMINARY PLAT APPROVAL EXPIRES. Y Z Lia PRO RATA SHARE ASSESSMENT ANALYSIS pnq (COUNTY USE ONLY) SECTION TOWNSHIP RANGE TAX PARCEL NUMBER C`7 I —I I I_} II I I I I I I I I I I 1 I SITE LOCATION IS WITHIN THE _ GREEN RIVER____ ARAINAGE SHED(S) PRO RATA SHARE ASSESSMENT(S) ARE: ❑ REQUIRED ❑ NOT REQUIRED FROM THE SITE DUE TO DEVELOPMENT FOR INCREASED STORM WATER runoff. PEAK RUNOFF ASSESSMENT RATE($ ) PER C.F.S. INCREASES.(10 YEAR 2 HOUR STORM) G B EX POWER LINE P PEAK VOLUME ASSESSMENT RATE($ ) PER AC. FT. INCREASES.(2 YEAR, 2 HOUR STORM) EX TELEPHONE LINE T EX EDGE OF PAVEMENT ------------------- AGREEMENTS, PLAN REFERENCES, PERMITS ETC. EX EDGE OF GRAVEL ..................•........... DATE EX MAJOR CONTOURS --905 PRELIMINARY PLAT APPROVAL N/A (SEE BSP) EX MINOR CONTOURS -- — ORDINANCE # N/A EX SANITARY SEWER PRELIMINARY MAP APPROVAL N/A (SEE BSP) J Y rn E o •m o 3 rn N W Q x • E N .m d N W • .- om m 3 W m 4 c a� > V) o, Q 0 I CL o to = rn M o cV 0 0 Z a PROPOSED SANITARY SEWER CONSTRUCTION PERNfITS RECEIVED X EX STORM DRAINAGE _ - - ^ - - - � _ SANITARY SEWER PENDING W WATER DISTRICT PENDING 0 STORM DRAINAGE - GAS COMPANY PENDING EX DITCH p 04'VER COMPANY p ENDING PROPOSED DITCH —•••-- TELEPHONE PENDING z O T 0 HER PENDING PROPOSED WATERLINE PROPOSED RETAINIG WALL RIP RAP PCR POINT OF CURB RETURN Emergency LP LOW POINT 9 1 1 HP HIGH POINT Police —Fire —Rescue TW TOP WALL BW BOTTOM WALL ® EXIST. GROUND REOMMENDED FOR APPROVAL PROPOSED ASPHALT PAVING zs 1R:1, PROPOSED GRAVEL ,.,, - DATE EXISTING WETLAND - ENGINEER PLAN REVIEWER IX. bL9! SHEET INDEX ` SHEET 1 COVER SHEET SE 189th ST. SHEET EXISTING SHEET GRADING &TSTORMN DRAINAGE PLAN - SOUTH HALF SHEET 5" GRADING & STORM DRAINAGE PLAN - NORTH HALF SHEET 4 SE 190TH STREET IMPROVEMENTS SHEET 5 CROSS SECTIONS SHEET 6 DETENTION VAULT DETAILS SHEET 7 RESTRICTOR & PUMP CHAMBER DETAILS SHEET 8 NOTES & DEETAILS SHEET 9 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN SHEET 10 TEMPORARY EROSION/SEDIMENTATION NOTES AND DETAILS a� R-12 A, �'I1L.',00 PROJECT DATA w TABLE 1 BULDING.CONSIRUCTtOM PHASING PHASE NO. NO. OF UIffS-' YEAR PHASE I PHASE II PHASE-Iff-- 13 UNITS- 10 UNITS 15 UNITS 2003 2003 2064- P TABLE 2 ROAD/UT1L rrY CONSTRUCTION PHASING DIVISION NO. YEAR DIVISION ASEE PLAN 2003 TOTAL SITE AREA: 13O'760 S.F. (3. c o AC.) SENSITIVE AREA TRACT 'A': 48,830 S.F. (WETLAND & STREAM AREAS) STORM DRAINAGE / PARK TRACT 'B': 57 4Z S.F. ZONING: R-18 SO (130?.700 S.F) HOUSING ELEVATIONS/FLOOR PLANS: SEE ARCHITECTURAL SITE PLAN - - - WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT DENSITY: SEE DENSITY CALCULATION WORKSHEET ON -SITE RECREATION: SEE LANDSCAPING PLAN PARCEL NO's: 6623400030; 0031; 0035; 0044 SCHOOL DISTRICT: RENTON 403 FIRE DISTRICT: 40 PROPERTY SPECIFIC DEVELOPMENT REGULATION: SO-220 SIGNIFICANT TREES (SEE LANDSCAPE PLAN) IMPERVIOUS SURFACE: R-18 = SU,B 76 SF (56%) i .I .. L. V 1 I 1 K"'SP 84e%61VV /'U5 lL PROJECT TEAM TSA ARCHITECTS, P.L.L.C. AKB ENGINEERS, INC. 50 116TH AVE. SE, SUITE 201 600 UNIVERSITY STREET, SUITE 112 BELLEVUE, WA. 98004 SEATTLE, WA. 98101-4104 TEL: 425-401-6828 206-381-9900, 206-381-9909 FAX: 425-401-0630 ATTN: PHILLIP VAN HEYNINGEN, P.E. ATTN: KENT SMUTNEY DESIGN TWO FOUR/TWO SIX INC J S JOKES & ASSOCIATES 31.63 10 LANDSCAPE ARCHITECTURE 3408 52ND PL. NE 1 N89'15151 "W ,, 733 7TH AVE. SUITE 212 TACOMA, WA. 98422 KIRKLAND, WA. 98033 ATTN: JEFFERY S. JONES 1 1 !II I A G7E G A rr 425-881-2426 - v It.. �. n.7C. .7n I � 11r%&1r1^S ATTN: MARTY ZOLLNER vvl vvv- T ZOXIMATE ONLY. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED EfERMINE THE BY TSA ARCHITECTS, P.L.L.C. AND IS FOR GRADING AND DRAINAGE (ISTING UNDER- ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB ON. NO STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE ARE SHOWN ^ ARCHITECT'S FULLY DIMENSIONED SITE PLAN. 1 3/10/03 JW No. Date By ! 25 50 100 SCALE • KING COUNTY D.D.E.S. RENEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: CSDP REVISION Revision ENGINEERL SUPERVISOR TRAFFIC & PLANNING ENGINEER KING COUNTY CONSERVATION DISTRICT MATERIALS ENGINEER' OTHER APPROVED FOR CONSTRUCTION Dept. Development & Environmental Services King County, Washington DATE SIGNATURE t PDSK PROPERTIES (253) 627-4070 a a) Name Phone a)o 3 0 621 PACIFIC AVE., #300, TACOMA, WA. 98402-4611 in00 - ®❑ ❑ Address and Zip Code ❑ A Partnership ❑ An Individual 888 LLC (253) 627-4070 av 0.ate' Name Phone C •C W O O I` 621 PACIFIC AVE., #300, TACOMA, WA. 98402-4611 H ❑ Address and Zip Code ® A Corporation ❑ A Partnership ❑ An Individual BASELINE ENGINEERING, INC. (206) 824-1205 c� Name Phone D " C 1910 - 64TH AVENUE WEST TACOMA, WA. 98466 U U) O Ld ps .. W C z .T- p CL W o.. `- a- a- 0 w Q. co N U tZ V! co E z z .J U > v w +� � Q ° i- 0 U 5 g ® Address and Zip Code R-437801 Sheet,'...,.1 -of 1Q BEI JOB No 01-055' 00 C'O 1 0 LLJ i jv#lr 476 1:4e1 w ( x \ ----- TP4. I We V TP DP-4 0 \ 1 1 an. A aU I I I (D. ACRES) DP_2 ,� � aft •- •Fp I .r uu 6 TP / e DP 1 I \ •� .�. �^ , ar \ .dc •+t• aYt •+W aft / W .ram � nH. / �::.• / ji `\ N . / RETAINING / WALL \ GARAGE PP 389• 289.7Q;s. � VA \ \ \ q GARAGE STORY ! ' 1 i BARN i l WOOD HOUSE s ! 40 W \✓/ i i STORY / C0WOOD HOUSF� 3 / ALL EXISTING STRUCTI RES TO BE Z V I� REMOVED UNDER SEP�RATE PERM)T / \ Z W TT; / \ > ,my ! soo CD .CZ _ w *- Ln / f t STORY I 34.00' WOOD FRAME p H / \ \\ \ \\ ,1\ I HOUSE :\ 1 9 \ ��O?•A� �� ,_,_ _- __ _— __ _10' POWER EASEMENT No. 2745622 •\\ � -- \ \ _ pp TR d -'F' ..T 'v\' \ j .�?^y:?:.e':,.FiCF CS" �14 ^L(: .!•,i'•: :�y'•'•(•�.L.'(.,"•.ar..�,q.a `'r: i GA a.•4 ::,tom• ::c"�': •.� �I't.� 'P,. "..);,. ,: F:, .:, •y.' .;•rr „vjp`:• :1a:i,:+ ..^,h;a. ::r mod. .a.: .`^w) • . �.. .rr *tip"• ,.•.... �?�� 5:'. laf' .?Y Y..i ii5•: it ��'IraN+ s E • 19 Ot h S�' _4•,' HM se9'151511E — — 32B,1s__ �trersrni �e' aF jg�� N89'15'S1'W _ _ `TRACTS HA4E MULT1PtE 20' )EASEMENTS FOR ACCESS, AND 260 J J3. eos , 9oosol012 o� / *� I� 2, pIN rH s SE 189th ST. 589 2T 38 108,0�' PUT S89 27'yp'E PUT S89'31'11 109.01 IiF1S. �` 1: r31'J8'E NFAS. 220.83' NEAS. 2202 PUT I I I I � I f I i..F C-0,;,�+r ,8.� e.tlJ a fi�s+rr LJ n KLN,_J BUILD DATISION Project No. SAIL p * llq'airse I EAINEsFJNGDRAl1 'PROW, DA7E �-2� SiGNE� �lZF C �NNING APPEO';AL 1 � I X 1 1 ^ \ VARE FENCE \ I\ o pp — 31.47' j 0 I DATE ® _ S1G: wED -_ ❑ LANDSCAPE/ZONING/PARKING DATE --SIGNED SPECIAL CONDMONS; 0 20 40 80 SCALE 171=40' FINAL CORRECTED PLAN DATEi%/ I ■ APPROVED - DESIGNED JW DRAWN DP CHECKED JM DATE , , 15 02 SCALE 1 "=40' ° �►OG�[N ENGINEERING, Qa�CN EERING, INC. W. ot�•�s� r f� � A N o�, 3' y �q 47 3 E���} ,�0 orrar, 1 OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC UITE 300 AVE.,'� TACOMA, WA. 98402 �� 41 ; TITLE: EXISTING SITE PLAN 10836 SE 190TH ST. BELGROVE AT MNTON KING COUNTY WASHINGTON SHEET 1.1 10 �F cp �� � � J e�'��-�' (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Land Planning &Use . En ineerin . Surveying g EngineeringY g 1910-64th Avenue West, • Tacoma, WA 98466 Job N0. 01-065 EXPIRES: 05-24—� No. Date B A r. Revision R-437802 00 rl�_ CY) LL] F__ TW=477.30 BW-473 *00 476.2� V D 25' (13) 5 7 1�'C 11 1A 0�, Fw t MATCH LINE SEE SHEET 3 V V V 476.30V/ [3U A D1 F� EXIST. CE3 TYPE 1 FF=476.70\ FF=476.80 FF= RIM=479.86 FF �46.70 .70 IE(W)=476.91 IE(NE)=477.11 S89*40'2 1 "E 289.70' ANL 18'-6 PVC 'C ---------------------------- 17w ------- N : --\ �_ ------------------------- --------------- (A 14'-6" 711� Is I " ----------- ------ 5 ------------------- ---------- ------ ---------- A @ , 1, --------- CB#20 ff8-j5_(5 478.60 477.00 477.00 --- - ----------------- - -QO 480 L,l 47 .60 '110''DIR 5 ------------ 480-- 771-1-11,11, b, FF=477.50 =477.50 gl' FF=479�1 0 FF=479.1 0 51 1 2'p 00 F R iz� K NMI 1111II11IIMIIIwIwIM1I 4.4 �7x R 0 13 18'-6" PVC @ 18%1 `C1 FF=4�8.80 A 104 1717=480.56- 5 14' 6$' PVC 3 6" PVC q_ 0 20% M?Ni EANE-111 w C 12% 4 77.oF-T MNkg-�' 474.90 0 N 80 477.00 FF=480,5V\\ 4: A. 4. 0 '7_ AC .:4 Al V V V V V V V ow! _2 ACCES o' IN F7 I -A M LE j P A FF=480.50 oo- . . . . . . . . . ... 131- A I A B BOTTOM 'g C.O.#1 C6 B A B 50 FF=476.50� FF=478 00 FF=478 B A" 47540 FF=475.40 FF=475.40 4v* A ------- 8#33 FF=480.50 5 r L 475.05 IE 470.54 �N-S) 474.90 -4/ ""!"t, CROSSING I F I: I L 475.30 E=462. E-SW V, ;;p .90 �1,476.00 3: 8'-6" P B ------------ 474- ------------------------------------ L e; PUMP CHAM\B\E ----------- 0 0.57. D1 D1 D1 D Av 45'-6" PVC FF=478.80 FF=478.60 FF=477.30 FF=477.30 F�=477,30 FF=475.80 SEE SHEET 3 1 vw�7 1 "1 1 Tr 127. 0\1' @ 0.5% ATION I, PUMP CHAMBER z 'R 16'-6" PVC CATCH BASIN ITABLE 0 38'-12" PVC X 0 05% @ 1 0% C0 It CB #12 TYPE I CB#20 TYPE I CB#27 TYPE I CB#34 �TYPE 2-54" z 1 4 9.10 CB#34 4 RIM=�t75.20 RIM=476.5�. RIM=474.31 RIM= np1ju � w C "Z�N 'Iz" = 9 00 S) (PUMP 'Xi"n \q8q 1 E -4701.35 (N,E,SW) IE=473.08 �S) IE=470.42 (E,W) IE 6 4 J5 (12' -Low) 2'X7'Xl' DEEP B M F =479.60 C1 ............. % N '�N'� CB#14 TYPE I CB#21 TYPE I RIP RAP PA C.O.#2 ____ __ , ;" " .00 CB#28 TYPE I IE=470-00 (4"W) (PUW 3"-6" QUARRY AL V� RIM=477.30 RIM=475.10 RIM=476.28 DISCHAR�E SCH. 80) 14'-8" PVC --' :::� I :, 'L " �N' , 0 1 1 471.74 �N,S� IE=472.80 �E,W) A A A A 4 IE=473.63 (W) IE= @ 2.0% BIOSWAL IE=472.00 W)/ 24'- 1 CB #35 PE I Z 7 X-7 CB#15 TYPE I 'z�m , =V-3' 475,30 475 D�D.E RI%1=475.30 CB# 1 (12"N) (PUMP w _jb 4S 22 TYPE CB#29 TYPE I IE=476.6 78. 4)(' g --- - b CE3# D IE=470.51 �E,W) RIM=475.05 RIM=47&25 CHAMB,�R OVERF-OW) PVC 9 2.807o, \j�=A-?0.90 z IE=471.55 (N,S,W) IE=474.75 (E) IE=,+,;50 (PUMP VAULT A 0 BOTTOM EL=4f>9.0-' 77 PROT 50) 6 TYPE I CB#23 I C > B#30 TYPEI IE=47�.,31 (1 2"W UTLET) Ire-v ---- TYY 7472--- RIM=474.80 RIM=47; RIM=474.30 ,FF=479.60 5�99 ,a a lt=470.07 E,S) IE=471. W) IE=470.85 (E A 11�-470.23 W) IE=472.3 ,&789'15 1"W IE�470.00 N) CB#31 TYPE 34.00' 11-48" 4`1 IM=472.40 00 1 �v V V CB#24 TYPE 0 CB�17 TYPE I RIM=477 28 IE=468.40 (N,E,W) 4� Ulu �-�affim - :. RIMA473.95 IE=473.35 �N�� M-l" 3$-6" 0 '4% PVC\ IE=4�0.45 (S,E) IE=473.50 CB#32 TYPE 11-48" 22 473.35 _j FF=479.60 5% SIGNIft ICZ' IE=4 .90 (N) RIM=474.75 L A $_V!�DMONS CB#25 CURB IN IE=462.76 (E,SW) IE=415,� Rftvk-478.20 V� q Ct- IE- 0 z PUMP CHAMBER CB#18 RB INLET) RIM=477.28 20 (S) CUI C KIM R95 IE=473.59 (S) CB#33 TYPE 11-48" 0 F=475.90 IE=470. IE=474.00 (N) RIM=475.50 7. #35 B r A v� FF=479.60 IE=462.36 (NE,S) INSTALL DI 0 / 14'-12'-',\ :-..`I�V"5 I i'_� 4", 8'XlO'Xl' DEEP CB#19 E I CB#26 TYPEI D1 D1 1 1 --�' U \ k 1 1 . . r __ RIM=47T 479. 1a 11 RIP RAP PAD PVC @ 110 FF=478.80 FF=478.80 FF=477,40 �f=477.40 -,., 77, S 47 RIM=474.31 2.0% VA T B2 3"-6" QUARRY SPALLS IE=469.i5 S) IE=470.30 (N,S,W) BOTT L=461.0 N N 478. 0 10 20 EXIST. ' N-1 (D GENERAL NOT�S =468.22 x SEE SHE --------- 475. EOMNS R INFORI MUMP CHAMSEk AND X-SECTION LEGEND. FCIR 1. SEE SHEETS 5 & 6 FOR X-S' SCAL 1"=20' 7 IE=468.5/- 2. REFER TO ARCHITECTURAL SITE PLAN A FOR STAIR LOCATIONS. L 7 + EXIST. CB TYPE 1 14' R11v1=477.55 .. ...... 4.4 25"1 'E IE SE)=475.08 IE W)=475.03 MATCH E IE E)=475.03 (NEW) SE 190th ST. 477.84 I SIR FIT 00 NO 1111 g E----------------------- -------- ----- 0 ------------------------ ----------- ----- -------- ----- ----------- S89* 15'51 "E ------------------- 329.19'_ N89*15'51 CB TYPE 1 00 130.64' RIM=477,04 A EXIST. N89* 15'51 "w 00 IE=475.22 MATCH EXIST. INSTALL 16' RESIDENTIAL DRIVEWAY 20'-8" CONC.-Y, AVOID CUTTING UNDERGROUND 31.47' 478.29 KING COUN��E.S. unuTy LINES. rrs costy. 15' ASPHALT TAPER TO EXISTING EXIST. _5' TEMPORARY CONSTRUCTION EASEMENT GRAVEL DRIVE IE=467.84 REM ENGINEER -Coll COMPLEnON DATE Call NOTE: IMATE �NLY. At) SENIOR ENGINEER COMPLEMON DATE EXISTING UTIL17Y LOCATIONS SHOWN HEREON ARE APPROX before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE INAL CORRtU I tU tolhil g EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- D; GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO JAMES H. SANDERS, P.E. APPROVAL DATE REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES DEVELOPMENT ENGINEER oy NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. DATE COMMENTS: 1-800-424-5555 CALL BEFORE YOU DIG: 1-800-424-5555 UNDERGROUND SERVICE (USA) APPRUVt 0 SHEET ER/DEVELOPER: TITLE: OWN DESIGNED JW 2 E 01 49 N:GINIERING, INC. DP PDSK PROPERTIES, INC. DRAWN I*z IT GRADING AND STORM DRAINAGE PLAN - SOUTH HALF 2 0 F 10 7 00 621 PACIFIC AVE., SUITE 300 10836 SE 190TH ST. CHECKED- JOB NO. 11 0 37 TACOMA, WA. 98402 (253)565-4491 Seattle (206)824-1205 FAX (253)565-8563 cis S DATE 8/17/01 Land Planning & Use Engi.--neerinq * Surveying BELGROVE AT MNTON 01-065 0 EX�FRES: 05-24- 02_ 6 SCALE 1910-64ttf Avenue Tacoma., WA 98466 1 3/10/03 JW CSDP REVISION WASHINGTON I t '.. DIVI & A 6 KING COUNTY No. Date "B Revision F 5 R-437803 10 O O N 0 0 LL_ - II ----_.12_C.9dP- IE=472.81 12" CMP 1E=472.81 CATCH BASIN TABLE CB#1 (CURB INLET) RIM=476.15 IE=474.05 S IE=474.30 E CB#2 TYPE I RIM=476.15 IE=473.93 (N,S) CB#3 TYPE I RIM=477.07 IE=473.81 (N,S,NE) CB#4 (CURB INLET) RIM=476.90 IE=473.96 �E,W) IE=474.20 S) CB#5 TYPE I RIM=477.65 IE=473.53 IE=473.90 �N,S,W) SW) CB#6 (CURB INLET) RIM=477.05 IE=473.83 (E) CB#7 (CURB INLET) RIM=476.80 IE=473.26 �W) IE=473.50 E) CB#8 TYPE I - to RIM=476.80 - - - - - IE=473.10 (N,S,E) CB#9 TYPE I RIM=476.05 IE=471.72 �N,S,E,W) IE=472.00 NW) CB#10 (CURB INLET) RIM=475.30 IE=472.10 (E) CB #11 (CURB INLET) RIM=475.90 IE=472.04 (W) IE=472.30 E) CB #13 (CURB INLET) RIM=478.00 IE=474.21 (W) GENERAL NOTES 1. SEE SHEETS 5 & 6 FOR X-SECTIONS AND X-SECTION LEGEND. 2. REFER TO ARCHITECTURAL SITE PLAN FOR STAIR LOCATIONS. 0 10 20 40 Q� 140 couxrY D.D.E.S. VAL F C Pf.ANNIN,G ATPIZtT SIGNED ?SCA>`PE/ 0141 1,3/PA�'.T' NG SIGND -----� IAL CONDMONS: 35' EMERGENCY VEHICLE ACCESS GATE lD A® 21%� BW=41 EXIST. CONC. WALK f Y"1+ }t rr' o- `<`�'Y ..?dy> '• I I I I's� .r y :_�M: .. : . :. `: r ,Y•{a. �<., J, v�Y,G >. .:_: ' .{ ..v :r.. � r .., .. n.: Si. ; �. F-)c- r � ft d 1 • FF- 481 20 ,.,.» :<. 7 ,.a ....., ,' •..-.;:".. :F .>>.. ..-� iK'.... , �.r��... .S+ 'ate'<. .f�, ?va ,a' .si. -w^�i � 3 lilt EX SSMH n ` , ,. .Y .{tf , , A„a�.;,Pv., . <�' , , .: v Y ..., ;. 5,... �.� Y' , -. ... > ,�, j , ,Z,ax. .'a, �' .iA & .w,'•'.. -' r{ ( ( t �.as -c. ° .,� 1 \ / . - - ;Y;7 �Y! , . �.. iiF7 ..,.. .. -> e� ,: " . s - v..r.., .n:.� : �.• .... . 5. � ... v� .. �t� . .�-.: _� �c �r \ J.7� �? ,t� cam: v :z r Y ,r / CONCRETE a� � �' 1 R CO C ETE � �.�, � �' -� - �.� : 4 4 ;. ., � � x � RIM G .2 .� r s ' - �N. t ,r � d�*.:o � p 1 �, � .� tee?. r.�,+ �,.> s a �e,. � 3 g� ,� w ,.fir' ,<,�' � w .. .� -•. RETAINING t'.�'� ,f.' � r � �'�_ � �,. .'� • "�' �`: �. ,'� ' , �.� a - .. ,- �;,' � .�>r �� .�... oaf .�. IE-469.1 Z OUT) r'.3tunw����, ,-�'txy.n:✓h.•�-W�'�� �' v:� h �; < S-,fr,�,`•''... 3°� ?"`�- t'� L , a (8 / 5 1WALL UND .� �l FW���•<• � �+��5 ��. .3 ,._•.,"rt:�'°..r". f.%r••x �-vai[ n 'i,,,,a;r., 1,fi�x• �:..ra.: i:�"}.• � ,.� .. ._ ..' < ; 1. ay SEPARATE ------------------------- RAM �.:Gz..S _- PERMIT MATCH LINE SEE SHEET 2 I 7 PEDES L CONTROL PANEL - PUMP HAMBER A 16-1 "PVC OVERF OW C 2.0% CB #3 14'-1 " PVC ® 7.0. I / I " SCH. 0 ® 0% 1-2" 90' ELBOW THRU T BLOCK i PUMP CHAMBER A 1 "=20' KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLEION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: �x B 1 1 I A -."/j �p) 5'-2,A SCH. 80 0 0% B \8'-12" PVC ® 12.5% ,R 2" KIINRfL�,C`ECK�ALVE,_ * 'Ik,: ,.,` _ _ 67WA UTILI ` N K) N, W/LW, HATCH MODEL'S, 3,-- 36 &36 3'f 2" . 80 ® 0% - - \ 4 � � . ' .. -:. �,,,... :-..:�=''�s�� art;._rx;�,, , �";,r��t '� '� ,� :�• � ,. 4.46' 140 couxrY D.D.E.S. VAL F C Pf.ANNIN,G ATPIZtT SIGNED ?SCA>`PE/ 0141 1,3/PA�'.T' NG SIGND -----� IAL CONDMONS: 35' EMERGENCY VEHICLE ACCESS GATE lD A® 21%� BW=41 EXIST. CONC. WALK f Y"1+ }t rr' o- `<`�'Y ..?dy> '• I I I I's� .r y :_�M: .. : . :. `: r ,Y•{a. �<., J, v�Y,G >. .:_: ' .{ ..v :r.. � r .., .. n.: Si. ; �. F-)c- r � ft d 1 • FF- 481 20 ,.,.» :<. 7 ,.a ....., ,' •..-.;:".. :F .>>.. ..-� iK'.... , �.r��... .S+ 'ate'<. .f�, ?va ,a' .si. -w^�i � 3 lilt EX SSMH n ` , ,. .Y .{tf , , A„a�.;,Pv., . <�' , , .: v Y ..., ;. 5,... �.� Y' , -. ... > ,�, j , ,Z,ax. .'a, �' .iA & .w,'•'.. -' r{ ( ( t �.as -c. ° .,� 1 \ / . - - ;Y;7 �Y! , . �.. iiF7 ..,.. .. -> e� ,: " . s - v..r.., .n:.� : �.• .... . 5. � ... v� .. �t� . .�-.: _� �c �r \ J.7� �? ,t� cam: v :z r Y ,r / CONCRETE a� � �' 1 R CO C ETE � �.�, � �' -� - �.� : 4 4 ;. ., � � x � RIM G .2 .� r s ' - �N. t ,r � d�*.:o � p 1 �, � .� tee?. r.�,+ �,.> s a �e,. � 3 g� ,� w ,.fir' ,<,�' � w .. .� -•. RETAINING t'.�'� ,f.' � r � �'�_ � �,. .'� • "�' �`: �. ,'� ' , �.� a - .. ,- �;,' � .�>r �� .�... oaf .�. IE-469.1 Z OUT) r'.3tunw����, ,-�'txy.n:✓h.•�-W�'�� �' v:� h �; < S-,fr,�,`•''... 3°� ?"`�- t'� L , a (8 / 5 1WALL UND .� �l FW���•<• � �+��5 ��. .3 ,._•.,"rt:�'°..r". f.%r••x �-vai[ n 'i,,,,a;r., 1,fi�x• �:..ra.: i:�"}.• � ,.� .. ._ ..' < ; 1. ay SEPARATE ------------------------- RAM �.:Gz..S _- PERMIT MATCH LINE SEE SHEET 2 I 7 PEDES L CONTROL PANEL - PUMP HAMBER A 16-1 "PVC OVERF OW C 2.0% CB #3 14'-1 " PVC ® 7.0. I / I " SCH. 0 ® 0% 1-2" 90' ELBOW THRU T BLOCK i PUMP CHAMBER A 1 "=20' KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLEION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: �x B 1 1 I A -."/j �p) 5'-2,A SCH. 80 0 0% B \8'-12" PVC ® 12.5% ,R 2" KIINRfL�,C`ECK�ALVE,_ * 'Ik,: ,.,` _ _ 67WA UTILI ` N K) N, W/LW, HATCH MODEL'S, 3,-- 36 &36 3'f 2" . 80 ® 0% - - \ 4 � � . ' .. -:. �,,,... :-..:�=''�s�� art;._rx;�,, , �";,r��t '� '� ,� :�• � ,. 4.46' 45 S F -•->tr"- rvt "xr,?..�,,7>M`jrj%'s=.,.e ,�sr,,sr"`-ia,. �:; i� ! 1 ."fie . . • : , ,.,r»� � � � � dr �„ / , , 1 • . 1 i \y'I� i III 32' � -12" PVC C�\ 2.37% ' F ' r'k f \ \ ,�; ��' , � , , , I PEDESTAL CON ROL PANEL „:� rf ; ; ; (DETAIL PROVID BY MANUFACTURER) . 1, a t` PUMP CHAMB B N 21'-12" PVC 0 FLOW 0 5.0% '♦ �, ' D1 1\ • -4" 22 1 'BEND ..� . THRUST BLO PER t k s y s `\; K.C. STD. D \ SCH. 80 ® 0% 4" SINGLE C EC`K NLVE, WILKINS . F� *'' ��. ', 111 ` `` ♦� 676-WA UTILI L (W/DRAIN ' diµ .CY ' ' 1 1 +\ \` .♦ AND DRAIN ROC \ t W/LW HATCH MO EL -3 61PX36"CB #34 1 \ \ ,�V �¢yyy' ������1 1 i i'\' `+\ t 8't 4" SCH/ 80 ',c'fiLs 'tff NW,.W�T ,. .4��•'i'i'�Y ^.;1!r.:�,t-o-1: ,�f'': x.N:. , 1 t , , \,\ 1-4\ r �, >� ,�'"� �"� � �'*�' �r�` �.� ..a # ��` '�-�'•� i , , , ` �--�" �, � �--» 9C� ELBO Te rx-.Y; a����'�'t'\2�,\��r a.Yt ;`i ��a x� .�5%.�< � u � j � • , 1 t , ,� � \ \+\ 1 THRUST/BLOCK 7 :r i �y� �4 S!- Rt i'i •r� 4 wtt f Y' 4 � \ \ \ , ,\ 1 1 ,Y 3• � i . <>,( 7 ^ fN-� ,.r y - � c - �SFx .at rj .fi,'s �'i +\ \ +` \ \ ; , �ii�'1 PUMP CHAMBER B 1 "=20' FINAL CORRECTED PLAN DATE7Oy. APPROVED. AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you D;g )0-424-5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 DESIGNED JW DRAWN DP CHECKED DATE a 17 01 SCALE 1 »-20' ML% ?)NULKIJI� ENGINEERING, INC.�f -' w a a:.. .� 9 �', a�r �,a' ti ZONAL � �,r1 EXPIRES: 05-24- p OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA VITA. 98402 � � � �, TITLE: GRADING AND STORM DRAINAGE PLAN - NORTH HALF 10836 SE 190TH ST. BELGROVE AT MT*UON KING COUNTY WASHINGTON SHEET 3 0 IF10 Yand �� (253)565-4491 +Seattle (206)824-1205 •FAX (253)565-8563 Land Planning &Use . Engineering • Surveying 1910-64th Avenue West, •. To q, WA 98466 JOB NO. 01-065 1 3/10/03 JW CSDP REVISION No. Date BY Appr. Revision R-437804 00 C'O Nt i O Nt 0 LLJ :......... ......••....... ;.•...................... :........................ :........................ :......................... :........................ :........................ :............... ... .....: ......I. ..w...6I .. .. . ... .I�. ..........N1...'.'-.. _.......�...-I A.�....=. ':�a-0.. .. ....-..I..I -. .......�.�...._............_./.X.............., ...Z.....7-.....'�... ..4I ... ................I..I/ ...�..5I,.7 .:.........::::::.... :: E7=4`75. ..(BUILDI G 1 .: I ..... . . 475 . :...........................................:..............r.........:....................,;...:.......................1:... ............. .:.. .:. . • • • � • • . • . . :PROPOSED 6 - SANITARY . . .. , - . SEWER SERVICE (TYP.) .... • EXIST.:GRADE• .:::: . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . •-..:. . . . . . ..p. . .o. . %: :e. n. e 470: .. .. .... ......... • ....... ............ ....... . STEP . DER::. 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L. 5 475- ......... ......... ..-..... .....-....6�................ �'1..7...9........ ......... _..4.........I..... .: . . .,.... ..I-....... .. _..1.�.....-I..._II.:................I.*?..1?IIIIL.1.. . ......... ...I ........._....II].....'....... �...=................_.........J............I f,i.I. .. ... ...I .. / I. :.........1... .................I.. ................... ' - 4 .... - ..... :.. :.. I........ 75 480• 1 I.....I............:... ....... - .. . _ ... C : , ••.•.••.•r.... ....... �- ........�......... .............. . r>_ -� BACK .i Sif)EY�ALK •PROFILE• ..... ....................- -,-- 480 ......... _. _.. :..... : .. ..... ...I — .. ::::::::: ..... EXIST: GRADE. ... .... . o . e ; :d.. , a .: . . . . . .e:. . . . . . . . . . . . . . . . . . . . . . . . . . . e ° F- - r - - ''- -�'- �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . _ _ _4 _ - • - a=- a _.,37 . . . . e y .. . . e^�• ... . I........ .... ........ : 478:Q0......... :::::: 470 470 . . :. ... ...... ®................................. ,� ........................ 470 •475 :.........:........ .......I.,...I. ... _ • : 47.1.00...:......... : ......... : ........ 1 .... -..(8".).......:...................I...• ....................... 475.. ® . m •:FLOW.. ::::•:':: .... ......... .... .... ..... I . ..... .: RESTRICTOR . STEP .LAQDEF2 . . S: IE=46$:00' ('12") - . . . r .. . . 4g': �• .. .. o :::::::: (TyP:). . . . . . 8 : .. . . .. . . . . . ..... ... ......�......... •.:�..... TP .. . • ...... .75 ... S E LADDER S :FLOW ..: TYP: . . . . (.. 8 ): - RESTRIGTOR ......... :IE=4•.69.:00 465' .... :465 ... .. = .......................I............ • ®................................................................... ... . 465 •470 .................................................... .................. :.........:........ ....... ... .... .... a ..... o. ........ ..... . . ... .:.. .... 9•.6.1.00. 470 o ... . : AT EDGE ' VARIES v IE=461.00 ........ .. Z .. . .... ... 461.00 ©....... .. .. . .. `� .. © N:. 465.00 ... �, AT EDGE .. .. .. . a . . . . . . . .�. . . . . . . . . , o 450' 0: d e._ a . 6 Z .. ........I—a ;d,. :e . N. ® a. a TL V . . N - 4 6 :.. .. �. ...... 5 .. . :..••.•..•:.........:.... 0 457.00....... .. ......... ..... Z ... 5 No . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��. . . . . . . . . SE�'ICN L . .. • ...... ......... ......... 12 . IaAX: . ... .... ......... ........: ::..... ......... SECTION. N.... . .......... ::::::::: L........ ......... ......... ......... . . . . . . . . . . . .. 11' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 MAX:, .. . . . . . . . . ................. .. ....... . . 460 .. 12 MAX.... 1. ... 460 ......... ......... ::::::::: ::::::::: ......... . ....::: ......... :20. NORTH: SIDE 4B' SOUTH: SIDE ........ . }..... ......... 475 7 ....... _. •• •..........•..... •• •.. •... •...••... •... / . . . 4 5 _ .............•.... ................... FF-479.60 ..... ............ ...... .... 480 �.. --. --_ .................... 480 ..... ::::::... ; .;... :.................. ........ ......... .I....... ......... s�• :::::::: :::::... ......... ......... ::::::::: ..... ::: :::::: :::.::::: . r .. ... .... : NOTE ..... .... .. • ...... ........ . ......... ......... ::-•.BIOSWALE........ ::::: ......... s ......... .. ALL ' VAULTS ARE SHOWN FCR. . ...... . r . . .,- _.4a o ° '. .. a . . . . . . . . . . . . . . • . e t ' ...: .....:::: : :::: ::::: :: . .•_.: DIMENSIONAL •INFORMATION. ONLY: .. * ... : : :: , , . :::: ::::::: .40 7Q 470 .. --. .. , : : : . . . .... ' . .... • .. ..... . . .. ::.... . . .. . -:- ................ - _ _ 47 0 .. ............ ...................--. . .SEE STRUCTURAL ENGINEERS 'AND :475 ..... 4 71.00 ...... 475 .. ......... ........ .. R.CHITECTURAL• PLAN .FOR. .... :........:....•....:.........:........ ......... ........: ::: ........ ..................................... . .... . ......... ... .. .... .. • CONSTRUCI'i � ..... ..... .. 1 ON DETAILS: :33 W ......... ........ ... . ..... ......... .... :5:6' . . .. . 0 , . . . Q . D - . HANG OSHA: CONFINED •SPACE. . . . . . . . . .... .. .. . -4 :10.5 . . . .. . .. . . ......... :. , ......... ......... ... .. .... ....... :..... ........ ..... .. 3 ... .. ...... .. REQUIREMENT: SIGN :IN A ..... . ..... .... .... LL ACCESS :.... 6 SEDIMENT -STORAGE : . ... . ... .46:5 .... POINTS' TO DETENTION VAULTS........ . 4.65 .... • :465 470 ...........468.77:. .... .... ......... ........ .... ::::::::: ::::::::: :::..:::. :........ ::::::... ::::::::: 1.2 .SE©Ilv1ENT STORAGE ... ... r ..... ...... . ........ ......... ........ :::::::: 4 1.00... .. .... ......... ........: ::::::::: .:::::::: _ ::::::::: ::::::::: 461.b . . . . . e I.. 5.9.80 .... ... ......... w• ,460 .... 4 . ..... 4 65. 60 0... .................... .................... .I.................. ....... 4 6 ......_.I. ... 0 ... . .. . .. . ... .................... . . . . .. . i:.........:.........:.........:........ _ ... . '....:.:.......... :....:....:.;..:.:.. ...............5:.. �.:. - F. . . . . . . •` . .._:-.r . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .a d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 1:......... :::::::: 457.00 45 .i) .. I ...... ....... . °• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . ... . . . . . }: . . • . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . .. . . . . . . . . . . . . . . . . ..... . .. e.. .'� .o. :.e .4. .. . . . . . . . . . . . . . . . . 6: . . . . . . . . . . . . . . a.. . . . . . . . . . . . . . . ........ ......... ... ... SECTION O: ........ . . .... ..... . ..... F,........................:........................:........................:........................:.......... ................ . :........................:. : : . . . . . . . . . . . • . . . . . . . . . . : . .... . .... ....460 :......... ......... ......... ......... ... SECTION M ......::: ....... ......... ......... ......... :........ ..... ......... ......... ......... ......... ::::::::: ::::::::: ::::::::: :::::.... .. :::::::: ::::::::: :........ :.......::::::: ::::::::::::::::::: a :: ULT :B2 .......I..............•...............................................................................................................................:.:..:.:...:.:....::..::..:.:..:.:. .......................... ! ,�L� . s, .................................................:1............I. o EPNE XV ♦ J _ ,�.�� Project No. D 9 \ I � I I • Pro' NG,rie I I / r / / 11 - ' SITE EN xIN EKING/�ZAI . ROVAL I // DATE _� SIGNED \ I I .o."L P� . � TRAF C NING APPROVAL \ / -. ACCESS OLE I1 \ I / I _ _.T. -... I I 1 I \ I 1 I I I I I I I 1 ; � I I I I 1 1 I I 1 I I i I ' I 'I I 1 1 I 'I I I I I I II I 1 I I 1 1 1 :I I I I 1 1 I l_ SOL OCKING LID ( } - � � " i / ,♦ EL'�@[_�MUZJI� ENGINEERING, INC. .eanW .F,7w�,51`oqw>%cee, (253)565-4491 0 Seattle (206)824-1205 • FAX (253)565-8563 Land Planning & Use . Engineering • Surveying 1910-64th Avenue West, • Tacoma, WA 98466 ,0� OWNER/DEVELOPER: DATE SIGNED - I LANDSCAPE/ZONING/PARIONG DATE --_SIGNED SPECIAL CONDITIONS- PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA, WA. 98402r 49' _�___ 0-4- / • .. .. • M1w �,46f.,Ar ���� �� A,"' S'pVto �� -------. 5'X1O' I 0 fJ REMOVEAPLE PANEL ______- FINAL C R EC[ED -PLAN z A, 4.y �'4,r %TF: _ph`_`1 - - , All',." Asa'' __.... TITLE: M« t E� 9E. t 0S VAULT DETAILS 10836 SE 1980TH ST. / / / '° I / / / / / / / / / / / 1 / G. -__ // // // // X i/ m / BELGROVE AT RENTON KING COUNTY WASHINGTON SHEET 6 of 10 JOB NO. 01-065 R-437807 00 C'7 UJ n 5 n� 0 c V 2 i V I I a� 5 V n E a D V s= U O C 0 0 a� 0 I Q0 0 0 a) iL 12" PVC INLET FROM 2" 90' ELBOW VAULT A 2" SCH. 80 THRUST BLOCKS DISCHARGE PIPES (TYP.) 2" TEE 2" DISCHARGE TO SINGLE CHECK VALVE PLAN VIEW 2" VENT PIPE RIM ELEVATION = 478.5t ACCESS HATCH, MODEL LW HATCH, D-2, 48" x 60" e N9N it I- He LIFTING CHAIN, BARNES I„F, POWER SENSOR CABLES - 2" SCH. 80 DISCHARGE PIPE TO SINGLE CHECK IE=475.50 (SEE NOTE 5) -12" PVC INLET PIPE FROM DETENTION VAULT A IE=468.00 2" DISCHARGE PIPE BASIN BOTTOM EL=464.50 HOPPER BOTTOM 12" PVC OVERFLOW TO CB#35 LADDER RUNG CONTROL CABLE MOUNTING BRACKi�\ CONDUIT TO JUNCTION BOX IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODE REQUIREMENTS (SEE NOTE 7) 12" PVC OVERFLOW _ IE=476.33 (TO CB#35) GUIDE RAIL PIPE BARNES (SEE NOTE 6) HIGH WATER ALARM - EL=468.00 SEE NOTE 1 - 2ND PUMP ON EL=467.25 1ST PUMP ON EL=466.75 PUMPS OFF EL=465.70 ALARM EL=465.50 LADDER RUNG �... ,... 7ROM " OVERFLOW TO CB#34 3" SCH. 80 DISCHARGE PIPE 3" TEE AND REDUCER 4" SCH. 80 PIPE TO 4" SINGLE CHECK VALVE THRUST BLOCK (TYP) :OM VAULT 62 PLAN VIEW 2" VENT PIPE CONTROL CABLE MOUNTING BRACKET CONDUIT TO JUNCTION BOXES IN ACCORDANCE WITH `' . ,u. :. •. 4, :. APPLICABLE ELECTRICAL CODE REQUIREMENTS (SEE NOTE 7 AND 8) POWER SENSOR CABLES '= GUIDE RAIL PIPE BARNES (SEE NOTE 6) I I \ n 17 HIGH WATER SEE ALARM VNOTE 1 EL=460.85 2ND PUMP ON EL=460.94 1ST PUMP ON EL=460.44 PUMPS OFF ' EL=456.24 room, ALARM HOPPER BOTTOM BASE PLATE L=456.04 BASE PLATE " ELBOW �� 4" DISCHARGE ELBOW �72y"MCATCH CHAMBER ASSEMBLY MP CHAMBER B ASSEMBLY M BASIN, 2 HYDRAULIC SEALING FLANG N 72 ATCH BASIN, TYPE 2 HYDRAULIC SEALING FLANGE 1- NOTES:OTES: 1. DUPLEX SYSTEM, TWO �;21. 2" SUBMERSIBLE, NON -CLOGGING PUMPS SINGLE 1. DUPLEX SYSTEM, TWO 1. " SUBMERSIBLE, NON -CLOGGING EXPLOSION PROOF PUMPS, PHASE, 230V, MODEL SINGLE PHASE, 230V, B NES ODEL 3XSE1524EA. 2. TWO 2" BREAK AWAY FITTINGS. 2, TWO 3" BREAK AWAY FITTINGS. 3. PEDESTAL CONTROL PANEL: BARNES DUPLEX CONTROL PANEL, 0.4 HP PUMPS, 3. PEDESTAL CONTROL PANEL: BARNES DUPLEX CONTROL PANEL, 1.5 HP PUMPS (EXPLOSION PROOF) 230V, 1 PH WITH ALTERNATOR, RUN LIGHTS, H-O-A SWITCH, BI-METAL OVERLOADT-P230V, 1 PH WITH ALTERNATOR, RUN LIGHTS, H-O-A SWITCH, BI-METAL OVERLOAD RELAY CIRCUIT BREAKER FOR SHORT CIRCUIT PROTECTION. RELAY CIRCUIT BREAKER FOR SHORT CIRCUIT PROTECTION. NEMA 3R STEEL ENCLOSURE WITH ALARM LIGHT, BELL, LIGHTNING ARRESTER, NEMA 3R STEEL ENCLOSURE WITH ALARM LIGHT, BELL, LIGHTNING ARRESTER, MASTER CB, MOISTURE SENSORS AND TEST RELAYS, TEMPERATURE SENSORS, MASTER CB, MOISTURE SENSORS AND TEST RELAYS, TEMPERATURE SENSORS, PUMP SEQUENCE SELECTOR SWITCH. (INCLUDE INTRINSICALLY SAFE RELAYS IF PUMP SEQUENCE SELECTOR SWITCH AND 3 INTRINSICALLY SAFE RELAYS. REQUIRED BY APPLICABLE ELECTRICAL CODE). 4. CONTROL PANEL PEDESTAL KIT: DUPLEX CONTROL PANEL PEDESTAL KIT: DUPLEX 5. 2" DISCHARGE SCH. 8a PIPE TO 2" SINGLE CHECK VALVE. SEE PLAN VIEW. 4" DISCHARGE SCH. 80 PIPE TO 4" SINGLE CHECK VALVE. SEE PLA N VIEW. 6. LISTING CHAINS AND INTERMEDIATE RAIL SUPPORTS PER MANUFACTURES' RECOMMENDATIONS. 6. LIFTING CHAIN AND INTERMEDIATE RAIL SUPPORTS PER MANUFACTURES' RECOMMENDATIONS. 7. PUMP/FLOAT JUNCTION BOX (PER APPLICABLE ELECTRICAL CODE REQUIREMENTS) 7. FLOAT JUNCTION BOX (PER APPLICABLE ELECTRICAL CODE REQUIREMENTS) 8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 8. EXPLOSION PROOF PUMP JUCTION BOX, NEMA 7 (PER APPLICABLE ELECTRICAL CODE REQUIREMENTS) 9. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL, RIM ELEVATION = 475.5f ACCESS HATCH, MODEL LW HATCH, D-2, 48" x 60" LIFTING CHAIN, BARNES �-; 12" PVC OVERFLOW IE=471.00 (TO CB#34) -; 4" SCH. 80 DISCHARGE PIPE TO SINGLE CHECK IE=470.50 (SEE NOTE 5 AND PLAN VIEW) �- 12" PVC INLET FROM DETENTION VAULT B1 IE=461.60 '--12" PVC INLET FROM DETENTION VAULT B2 IE=460.81 3" DISCHARGE PIPES /- BASIN BOTTOM / EL=454.32 THRUST BLOCKING DETAIL T NTS z� to z I N CD OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS PIPE SUPPORT(S): 3" X .090" 1'-0" .` MIN. OUTLET PIPE INVERT ELEVATION 469.00 RESTRICTOR PLATE ORIFICE 0.50" REMOVABLE WATER- TIGHT COUPLING 6" MAX. PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL FLOW RESTRICTOR 'A' MAX. W.S. 477.00 .-4" ELBOW uuul ,aFa nn z� z N • •Co OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS SEE NOTE 10. PIPE SUPPORT(S): 3" X .090" 1 ' -0" n OUTLET PIPE ==Lt INVERT ELEVATION 463.00 RESTRICTOR PLATE ORIFICE 1.04" FINAL CORRECTED PLAN' :SATE: b _-nz1_ � MAX. W.S. 470.00 4" ELBOW 77 �- 6" ELBOW �- 463 00 18" t I ` 4, ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 & 2-023. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME & COVER ELEV. PER PLAN. ELEV.=473.50 ORIFICE=0.75" CLEANOUT GATE: SHEAR GATE. SEE DWG. NO, 2-026. STEPS OR LADDER. SEE DWG. NO. 2-006. PLAN ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 & 2-023. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME & COVER ELEV. PER PLAN. ELEV.=469.40 ORIFICE=2.79" ORIFICE=1.62" CLEANOUT GATE: SHEAR GATE. SEE DWG. NO. 2-026. STEPS OR LADDER. SEE DWG. NO. 2-006. KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: NOTES: 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MIN. DIAM. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO A CONCRETE PIPE I.D. LESS 1/4". 10. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. z� cz N CO OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS SEE NOTE 10. PIPE SUPPORT(S): 3" X INVERT ELEVATION 461.00 RESTRICTOR PLATE ORIFICE 0.69" j • 4' MIN. BUILDING SERVICES DI1.IISION CORNER• Imo., ERAPPROVA Project No.- Projpet N<Hne ITE BNTGI EERING/DRAI AP RO DATE SIGNED TRAF�. CANNING API'ROVAI, FLOW RESTRICTOR B1 DATE SIGNED C LANDSCAPE/ZONING/PARKING DATE SIGNED SPEC 1AC CONDITIONS: 1'-0" MIN. OUTLET PIPE ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 & 2-023. FRAME & LADDER OR STEPS OFFSET. SEE MAX. W.S. 470.00 NOTE 8. FRAME & COVER ELEV. PER PLAN. ELEV.=469.17 ORIFICE=1,55" 4 ELBOW ELEV.=466.60 ORIFICE=1.26" CLEANOUT GATE: SHEAR GATE. SEE DWG. NO. 2-026, STEPS OR LADDER. SEE DWG. NO. 2-006. _AA1 nn FLOW RESTRICTOR 'B2' DESIGNED JW DRAWN DP CHECKED 8 17 01 DATE �_� SCALE NTS ENGINEERING, INC. WA.? a ,, �, .p a 3 s 4���w DNAL `i�+�3 EXPIRES; 05-24- OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 ,�^r� TACOMA, WA. 98402 j TITLE: RESTRICTOR AND PUMP CHAMBER DETAILS 10836 SE 190TH ST. BELGROVE AT RENTON KING COUNTY WASHINGTON SHEET 7 of 10 boa„ x/ �� (253)565-4491 • Seattle (206)824-1205 * FAX (253)565-8563°,n� Land Planning & Use . Engineering • Surveying 1910-64th Avenue West, • Tacoma, WA 98466 JOB NO. _ 01 065 1 3/10/03 JW CSDP REVISION No. Date By Appr. Revision R-437808 00 I O LLJ (n z _z U Isi O 0 I N a� X a� t Q (D N II Q) U Cl) 0 7t 00 0 rn O O N N U c 0 c 0 0 i GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRE- LIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL 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 KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVER- LOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CON- STRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 a.m. TO 10 p.m. WEEKDAYS AND 9 a.m. TO 10 p.m. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CON- STRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES'S DEVELOPMENT INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APRROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPRO- PRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY, 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY (WSDOT 2-06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES 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 THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH 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. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE PRE - CONSTRUCTION MEETING (KCC 9.04.100.11)). 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 COM- PACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY RE- QUIRED 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 (KCRS 7.03). 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 (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY 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 SLOPE (KCRS 7.03(L), DRAWING NO. 2-001). 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4"/30%-40% PASSING; AND -2' ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(8) DRAWING NO. 2-024. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EX- CEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. 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 SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM - WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"X4" STAKE MARKED "STORM" OR "DRAIN". 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 ABD, IF NON-METALLIC, 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 (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 9. ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE, OR CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) SMOOTH INTERIOR IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATIONS SECTION 9.05. 10. ALL ROOF AND FOOTING DRAIN PIPE SHALL BE FLEXIBLE ADS PIPE. UTILITY CUTS ON EXISTING TRAVELLED ROADS 1. IN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE A NEAT -LINE CUT MADE BY EITHER SAW CUTTING OR JACKHAMMERING A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE. COMPACTION AND RESTORATION MUST BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH IS BACKFILLED, SO AS TO CAUSE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT ONE FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. 2. IN CUTS PARALLEL TO ROAD ALIGNMENT: A. ALL TRENCH BACKFILL UNDER ROADWAY SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY EXCEPT FOR TRENCHES OVER EIGHT FEET IN DEPTH. THROUGHOUT THE LENGTH OF ANY PIPE RUN, MANHOLE TO MANHOLE, IN WHICH ANY PART IS OVER EIGHT FEET DEEP, BACKFILL AT DEPTHS OVER FOUR FEET SHALL BE COMPACTED TO 90 PERCENT MAXIMUM DENSITY BY EITHER WATER SETTLING (SEE SUBSECTION 8.03C BELOW) OR MECHANICAL COMPACTION. THE TOP FOUR FEET OF THE TRENCH LINE SHALL THEN BE MECHANICALLY COMPACTED TO 95 PERCENT. ALL DENSITIES SHALL BE DETERMINED BY TESTING SPECIFIED IN SECTION 2-03.3(14)D OF WSDOT/APWA STANDARD SPECIFICATIONS. B. IN ANY TRENCH IN WHICH 95 PERCENT DENSITY CANNOT BE ACHIEVED WITH EXISTING BACKFILL, THE TOP FOUR FEET SHALL BE REPLACED WITH GRAVEL BASE AS SPECIFIED IN THE WSDOT/APWA STANDARD SPECIFICATIONS, SECTION 9-03,10. THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COMPACTED TO 95 PERCENT. C. RESTORATION OF A TRENCH WITHIN AN ASPHALT PAVEMENT SHALL INCLUDE A MINIMUM OF SIX AND ONE-HALF INCHES OF CRUSHED SURFACING MATERIAL AND ASPHALT CONCRETE CLASS B THE SAME THICKNESS AS THE EXISTING ASPHALT PAVEMENT OR A MINIMUM OF TWO INCHES, WHICHEVER IS THE GREATER. PAVEMENT SHALL THEN BE OVERLAID FULL WIDTH WITH A MINIMUM OF ONE INCH COMPACTED ASPHALT CONCRETE CLASS B. ANY EXCEPTIONS TO THIS OVERLAY REQUIREMENT WILL BE ON A CASE - BY -CASE BASIS, SUBJECT TO APPROVAL BY THE ENGINEER, CONSIDERING THE EXISTING CONDITIONS OF THE PAVEMENT. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. 3. IN CUTS TRANSVERSE TO ROAD ALIGNMENT: A. IN GENERAL, UTILITY TRENCHING THROUGH EXISTING PAVEMENT ACROSS THE ROAD ALIGNMENT WILL BE DISCOURAGED. IT WILL NOT BE PERMITTED UNLESS IT CAN BE SHOWN THAT ALTERNATIVES SUCH AS BORING OR JACKING ARE NOT POSSIBLE DUE TO CONFLICTS OR SOIL CONDITIONS, OR UNLESS THE UTILITY CAN BE INSTALLED JUST PRIOR TO RECONSTRUCTION OR OVERLAY OF THE ROAD. B. WITHOUT EXCEPTION, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING TOP COURSE MEETING THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. BACKFILL SHALL BE PLACED AND COMPACTED MECHANICALLY IN SIX INCH LIFTS WITH A COUNTY INSPECTOR PRESENT. IF THE CAPABILITY CAN BE: DEMONSTRATED, BASED ON A COMPACTION EQUIPMENT OR QUALITY OF BACKFILL TO ACHIEVE 95 PERCENT DENSITY IN THICKER LIFTS, THE DEPTH OF BACKFILL LIFTS MAY BE INCREASED UP TO ONE FOOT. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE ENGINEER. ON ASPHALT PAVEMENT, A PERMANENT HOT MIX PATCH THE SAME THICKNESS AS THE EXISTING ASPHALT OR A MINIMUM OF TWO INCHES, WHICHEVER IS THE GREATER, SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN EIGHT -SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT, WITHIN 30 CALENDAR DAYS. BIOFILTER SEED MIX (MODIFIED BRIARGREEN, INC. HYDROSEEDING GUIDE WETLANDS SEED MIX) % WEIGHT % PURITY % GERMINATION TALL OR MEADOW FESCUE 68 98 90 Festuca arundinocea or Festuca elctior SEASIDE/CREEPING BENTGRASS 10 98 85 Agrostis poiustris MEADOW FOXTAIL 10 90 80 Alepocurus protensis ALSIKE CLOVER 6 98 90 Trifolium hybridum REDTOP 6 92 85 Agrostis olbo THIS MIX IS RECOMMENDED FOR BIOSWALES AND OTHER INTERMITTENTLY WET AREAS. SOD SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE THE SEED MIX IS I INAPPROPRIATE FOR THIS APPLICATION. SOD CAN BE USED FOR LINING DITCHES TO PREVENT EROSION, BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE WET SEASON. I~ nut and washer I end of boll to ►nt removal of nut min. Edge of pavement NTS Golv. eye bolt, shank. 5/8" diem., eye to be forge enough to allow chain to pass through. Approx. V length 5/le, ehoin to oonnect pj d Lock IF NOTES Edge of rhoulder ---, Min. 5/8" galvanized, I.W.R;C. wire, sad rope may be approved by the Engineer. vonized and. p end clamp and 5/8" gale, eye b Goly. rn,t and washer min. Ground line t i Posts (see notes) ELEVATION Posts for access control gores shelf be treated timber poets or galvanized steel posts as used for guardrail, Only one type of post shell be used on any one project. The lock (lo be furnished by olhets) will be placed on the side of the gets which will be of the most convenience to those who use the gate. DIRECTION OF TRAFFIC --- EDGE OF SHOULDER EDGE OF TRAVELED WAY ❑oQ❑ � r r S t d vv AAK ELEVATION NOTES: 1. SEE SEC. 5.04. 2. MAILBOX INSTALLATIONS ON PROJECTS FUNDED BY FEDERAL GRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT/APWA STANDARD PLAN H-12. 3. REVIEWING AGENCY MAY APPROVE INSTALLATIONS OF MAILBOXES WITHOUT TURNOUT IF CONSTRUCTED IN CONFORMANCE WITH WSDOT/APWA STANDARD PLAN H-12, 4. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. *ALL STEPS & RUNGS 1 " DAM. GALV. REBAR OR COPOLYMER PROPYLENE. 12" MIN. M1 N Z L � � HANDHOLD 12" MIN. rn MANHOLE STEP 12" MIN. 12" MIN. � Z �� rn ELEVATION PLAN MANHOLE DROP RUNG STEP 5" 24" 5" __JL 1 ° CLEARANCE #4 REBAR ,GRADE RIND LADDER DETAILS NTS MAILBOX DETAIL NTS NOTES: 1. PROPRIETARY MANHOLE HANDHOLDS AND STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTM C478, AASHTO M 199 AND MEET ALL WISHA REQUIREMENTS. 2. MANHOLE STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED, 3. HANDHOLDS AND STOPS SHALL HAVE "DROP" RUNGS OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. 4. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF MANHOLE. 5. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. 6. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES. �NG COUNTY D.D.E.S. R=3/4" -�,) BUILDING SERVICES ' TS-10N COTIVIU �, O3ACT .MPTR0VA 6" j'- Project No. � Pro T�'tt2?e SFIE N IN.�ER.ING/DR E PROV #8 GALV. DATE , SIGNS DEFORMED [j'i�l-�. 1C P -NiNG APPROVAL REBAR DATE, SIGNED >� E] LkNDSCAPE/ZON1NV`/PARKING DATE E SIGNED _ #7 GALV. SPERM. CONDITIONS: SMOOTH STEEL 3/4" PREFABRICATED LADDER �l AVOID CUTTING UNDERGROUND -1 UTILITY LINES. ITS COSTLY. Call before you Dig 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 Mom , /v�,A-i l `Box wi�'11 SNcl � V I.A , �2\1e,4 M4,11 i3nyes NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 FINAL CORRECTED Ply by DATE: �} (APPROVED:_ KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: .1 01 DESIGNED Jw DRAWN DP CHECKED DATE 2 4 02 SCALE NTS _ RR�,@[�NUKJI� ENGINEERING INC. �0 Ws 1�IfSHEET a�� x w �;A is�9ti�'w - VAL fry b OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA, WA. 98402 :1° f IV i It TITLE: NOTES AND DETAILS 10836 SE 190TH ST. BELGROVE AT PXNTON KING COUNTY WASHINGTON 8 OF 10 Y� (253)565-4491 •Seattle (206)824-1205 • FAx (253)565-8563 Land Planning & Use a Engineering .- Sur+yging 1910-64th Avenue West, • Tacoma, WA 984s6 o °' LL JOB NO. 01-065 EXPIRES: 05-24- D 1 3110/03 JW CSDP REVISION No. Date B A r. Revision R-437809 00 C'O i O 0 LLl 0 z _z U vi Ln co 0 0 I N a� X N U a O II a v C0 a 00 0 r7 O O N U a 0 a 0 2 CL 1 Ln 0 0 LL , b1k �0 TEMPORARY EROSION CONTROL SEED MIX �� 478 STANDARD ESC PLAN NOTES / L IN MITS % PU-RtTY- �-GERMIhd: 90HO =x - - --------"---- ----- \ -- - r - - / \ 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN ( _ I APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, B A A B RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.), CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR COMMUTATA OR \ I ^f3 FESTUCA RUBRA U '' I 2 \ 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR ANNUAL OR PERENNIAL RYE 40 98 90 \ 8` \ ' LOL/UM MULT/FLORUM OR LOL/UM PERENNE \ \ \ UNTIL ALL CONSTRUCTION IS APPROVED. I \ 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A REDTOP OR .COLONIAL BENTGRA5S 10 92 85 4 W \\ '� 0 � � � � ;� � >� 0/ � � � � CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING ___________ I THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. g � AGROST/S ALBA OR AGROST/S TENU/S ` �`° . � _ _ _ _477_ _ _ _ _ _ _"%� - THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION WHITE DUTCH CLOVER 10 98 90 re` \ - W OF CONSTRUCTION. TR/FOL/UM REPENS \ ' I, TERIM CB - > C 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONDUCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, \TMP') DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. I "- "---- -- 19 NOTICE OF PROPOSED 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE „ .� 1 Ii I C1 CONSTRUCTION CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS 3 (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). -._.-____------------------- �` �. � (i) �. �, �. .� �. I ;, y,:=l= O � II 4 ACTIVITY ww au. au w ANO ARO`t w � w i I King County (a. i AC:NEs1 I E F i Department of Development 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED . de Environmental Services 900 Oakesdole Ave SW TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS Wu H W �, i Renton WA 98055-1219 OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS TEMPORAR I , \ Type of Action: Type of Permit DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 'r. Project No: Lyy0000 w wINTERCEPT R a Description: What Construction Will Be 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED / J SWALE projected Completion Date: mm/dd/yy FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE «• w ,� wav -J�-_ �- - ------ ` ' Hours of Construction: Typical Hours of Operation ,' King County's Contact: Assi ned Staff IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC z ' ; ' Phone Number. (206� 296-0000 COVERING, ETC.). �' If wr �` W w ^-( �] / p a I; Developer's Contact Developer Contact Person 8. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED C1 Phone Number. 000 000-0000 TESC Supervisor MID 000-0000 (24 hr. Contact) WITHIN (15) DAYS. After Business Hours for T Environmental r Safety 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A °�- � •�- �. � I ; , 6 I ; I Related Emerganctes: 1-888-437-4771 MONTH OR WITHIN FORTY EIGHT 48 HOURS FOLLOWING A STORM EVENT. pig 6� T p1 D1 ,I I ( ) 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANNG OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. ' C1 I., 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF ' '" 48" CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDTIONAL MEASURES, SUCH III t - - - A w� EARING LIMITS / e ' III AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. - .. % // I � I � III 8 I I C1 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED I l0 I -� WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. - - - - - -- - - - -- --- IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY 0 20 40 80 -' :/ D D1 D1 D1 ..I MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL - /--- - T GRADE OF THE PERMANENT FACILITY. SCALE 1=40' ( I A Q A I ems,; owc. WA 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A - - SCALE STREAM CROSSING /\ �{- - J ; ' _ _ _ MINIMUM THICKNESS OF 2 TO 3 INCHES. INSTALL SILT FENCE TOE OF I ( _ _`'--- _ II I Po -+eo * - _ -1 = - - - - - - - - Fir - - - =III- =III= _._ _ t 1,+1 s IE.+�a2 ce' aur) i i-, in, =i i i-i i i=i i i i i i-i i=i i i- T =iTi=i i i=i i i-i i_i i i_i t i i-i i i iTi-i 5PFi_i l 1 t 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED PROPOSED SLOPE. INSTALL I I' - - _ "' �--- � TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS PERMANENT CULVERT &FILL TO ) I J---------- ""-�' �'�,, - FINAL GRADE. STABILIZE SLOPES ----- -- I SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF " J` I ' <r THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE f AS NECESSARY. /� % I 25. \ `\ \I O a `� 0 �;' C1 J `� `�' DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. f - - \ 111 I \. �Q `� I -SILT FEN I n �'01 I i i ' \ --_-_-y I y \ 1 1 11 - NOTICE OF CONSTRUCTION ACTIVITY SIGN --�__-_________- NTS CONSTRUCTION SEQUENCE _ = r CI L 1! C I \ C. 16 I ^ 'I i I / e� k/n�� I ' \ �' - / I ., V 1. HOLD THE PRE -CONSTRUCTION MEETING. 18 B\/ 1 2. FLAG OR FENCE CLEARING LIMITS. I PHONE NUMBER OF THE ESC SUPERVISOR I 0 � � � � � � Q ;', .� `�� ; ; 3. POST A SIGN WITH THE NAME AND © / 1 l j / - \ I 4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED. I / - V Q Q Q V Q 0 0 O D 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). /�'` 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). T' l 'l ' �'' 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. a ' \ U \ i ' I' I r - LEGEND 8. GRADE AND STABILIZE CONSTRUCTION ROADS. -- x x I TE PO AR �, �' i i j i ��`: �-- ---- -4 1 �. --�---=-------- - % ---- --; 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY TEMPORARY 1 X IN Ef�CEPT R ^ • • • • • • -► TEMPORARY INTERCEPTOR SWALE WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. INTERCEPTOR 24 TNT CB ,Z.� S ✓� \ 1 \ \ 10. MAINTAIN EROSION CONTROL M SW ` O PR EC ON ; 1 )' , CLEARING LIMTS MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURERS RECOMMENDATIONS. --D1 D/ I D1 D D1 SILT FENCE B �� \ r j `,,, \ \ `� 1 \\_ \� ___ ��___; , 11. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES 0 b d d 0 0 ""� \`" , SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE y / '� ' O INTERIM CB PROTECTION WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. I - �``" TEMPORARY CONSTRUCTION ENTRANCE 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON jj ` ( o 0 I(JU 0 0 0 0 0 o OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, Q i OR EQUIVALENT. Q \; J A a I \ I \ I `\ \ \ 13, STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. I 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 22 \, \\ I B TENT ORARY p1 D1 1 D1 D ;�' I \ ®u� �� , \1UN� COUNTY D.D.E.S. 15. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF \�32 12 �A,I \ APPROPRIATE. _ I ; ,/, - '� \\� BUILDING SERVICES D SI N \ \RC 0i Project No. <� KING COUNTY D.D.E.S. o - L_ I '1 1 'I a EN INF,,kI:NG D:R . 7 ��,,,,,� � p -' II �-�7��,:j�C � ���3�1l..sLS�yi�`�� REVIEW ENGINEER COMPLETION DATE �� I ��'�ICI1I1NG� SENIOR ENGINEER COMPLETION DATE --------------------------- 1 j AL DXFF SIG*rNE 7 FINAL CORRECTED PLAN - = _ 1e, - -- ------ �'_ LAND` CAPE/ZGI';1I4G/P i iUNG - - - - TEMPORARY CONSTRUCTION Ef�TRANCE SILT FENCE O--A�=--�--- SIB oc asMH 0�,/ JAMES H. SANDERS, P.E. APPROVAL DATE ^6/ ! � L,>� ;.-7 SPECIAL t,OND i'if3NS' DATE. i*% 7/ -/ DEVELOPMENT ENGINEER 4 I APPROVE COMMENTS: I DESIGNED JW DRAWN DP CHECKED DATE 8 17 01 SCALE 1 "=40' ENGINEERING, INC.^� W. � `\ o x �o 9 �q joNAL OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC UITE 300 AVE.,•� TACOMA, WA. 98402 411 -- TITLE: TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN 10836 SE 190TH ST. BELGROW AT FXNTON KING COUNTY WASHINGTON SHEET 9 10 °F e �°� �, (253)565-4491 • Seattle (206)824-.1205 FAX (253)565-8563 Land Planning & Use a Engineering • Surveying 1910-64th Avenue West, • Tacoma, WA 98466 .'' JOB N0. 01-065 EXPIRES: 05-24- ' 1 3 10 03 / / JW CSDP REVISION No. Date B A r. Revision R-437810 00 C'7 0 w I 0 4'-0" #6x a CORNER BARS 10" O.C. E.F. 20'-O" 0- J ,3 INLET & OUTLET LOCATIONS PER A z INLET & OUTLET LOCATIONS PER CIVIL ENGR. REINF. AROUND '� S5 CIVIL ENGR. REINF. AROUND OPENING PER F/S1-------_ OPENING PER F/Sl b i I _ STEP FOOTING —7 fl46100 1 -I 461.00 \ i I I '4'-6 01,f \ b \ i I , i I I i I j I I 1 L - - -i L -4 --J7'-11"L - -' \\ 0\Q • OONC 0. I I I I I I I - —+— - --+- - L- _J L_ J _ LJ \ — \ C Z'i 9'-0" 9'-0" , 5'-7 \34m \ S5 rn I r- --I I-- 71F-- --- �--� � I ' I I + I I -� 6" SLAB ON GRADE W/ #4 L_T_J L_ _ L_ _-- _ 16" O.C. EA. WAY b C I , \ MID -DEPTH OF SLAB I-- i --I r-�-, + f —� _-I f- I - I D I I I I L- - S5 �-- -J + L- --I L- J \\ ICL: I_i l I t 459.80 \\ I I I I I L -SLOPE L- -J L -J L-7_-J L_ t � SLOPE � \/ A 111 T nn If^I IAIM A mrl^KI nl A AI 1'-C C.I.P. CONC. WALL INLET & OUTLET LOCATIONS PER CIVIL ENGR. REINF. AROUND OPENING PER F/S1 77'-2" IZ C uj r_�_� r_�_� o r_�__1 r_�_� I-- �_-� 463.0 J L_t_J L_t_J L-t-J L_t_J L_t_J L_ I I I I I I i I -- - r- - r- - r- -� r- - r- -7 - -� I I i I I I I I I I I I I I I I I I I I I I I I I I _J L-+-J L_+_J L- _J L_ L-+-J 1 459.00 I Q I L i -i 1 I i I I�� r—I—� r—i—� -1-7 r —I ---I I I I i I I I I I I I I _J L_ -J L- L_ _J i 1 I I I I I--- - (-- - I r-7 r- -7 I -_ _J L-T J L_ _J L_ -J L �J L- _J r I 461.33 I' I 11 -1 f 1 r r L--�- - -�- - - -4- -4- -+- r-� 7 r r I I I I II I I _J L_+_J L_ J L-+_J S5 L J LJ L-+._J r--I r- I I 1 I 1 I I I I 1 i I I 1 I I t I�J L_ J L- -J L--J L_ _J L L_ -J II i I I ' 463.00 I I 0 L_-_J I L---J I L-- J I L- �'J I L__-J I L_ -J I - VAULT B1 FOU SCALE: � 1) ELEVATIONS N IN BOX (xxx.xx) ARE TO TOP OF CONCRETE. Z3)ENCE ML ENGINEER'S DRAWINGS FOR ELEVATIONS AND SLOPES. DISCREPANCIES S BROUGHT TO THE ATTENTION L AND STRUCTURAL ENGINEERS IMMEDIATELY. HEET S1 FOR GENERAL NOTESAND TYPICAL DETAILS.IS TO HAVE SOIL ENGINEER REVIEW FOUNDATION PLAN PRIOR TO GRADING TO VERIFY C NCE WrrH THE GEOTECHNICAL REPORT'S RECOMMENDATIONS. 5) CONTRACTOR IS TO HAVE SOIL ENGINEER INSPECT ALL FOOTING AREAS PRIOR TO PLACEMENT OF REINFORC TO VERIFY SOIL CONDITION AS DESCRIBED IN GEOTECHNICAL REPORT. 6) SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7) VAULT LIDS MUST BE IN PLACE PRIOR TO BACKFILLING AND COMPACTING SOIL BEHIND WALLS. 8) REFERENCE DETAIL K/S1 FOR S.O.G. JOINT DETAIL. PLAN 1/8"=1'-0" — INLET & OUTLET LOCATIONS PER CIVIL ENGR. REINF. AROUND OPENING PER F/S1 6" TYP. `o 3'-0" DEEP b 10" C. WALL, S5S5 b 11ILLI dC vuiLCI LvuhiiuNa rCK CIVIL ENGR. REINF. AROUND OPENING PER I-/S1 6" SLAB ON GRADE W/ #4 16" O.C. EA. WAY MID -DEPTH OF SLAB VAULT A FOUNDATION PLAN SCALE: 1 /8" =1'-0" tee. 12-06-04 AO&1� ENGINEERS, INC. 600 UNIVERSITY STREET -SUITE 1122 SEATTLE • WASHINGTON • 98101-4104 (206) 381.9900 • FAX (206) 381-9909 AKB JOB No. 202016 z z 0 0 �W U f� C!) W � r� co r__4 F m O i I. z N � � o ZZ ' W o o d M0 Q t-AH L CS cq inPPF4 a DATE: 3/13/03 FOUNDATION PLAN S2 202016 R-437811 00 C'7 i O i 0 LU 7'-0" (2) #5x I— DOWELS TYP. COL. STRIPS. 2'-6" LAP W/ SLAB REINF. 7'-0" (2) #5x I— DOWELS TYP. ® COL. STRIPS. 2'-6" LAP W/ SLAB REINF. MANHOLE BY CIVIL ENGINEER b LOCATE IN MIDDLE STRIPS, u; TYPICAL REF. DTL F/S1 FOR TYPICAL REINF. ,)n,-n" (4) #4 CONT, IN MID. STRIPS, TYP. (5)#5 CONT. IN COL. STRIPS, TYP. (5) #5 CONT. IN COL. STRIPS, TYP. (4) #4 CONT. IN MID, STRIPS, TYP. 7'-0" — (2) #5x DOWELS TYP. ® COL. STRIPS. 2'-6" LAP W/ SLAB REINF. (2) #5x DOWELS TYP, COL. STRIPS. 2'-6" LAP W/ SLAB REINF. REMOVABLE PANEL PER E/S5 .1'-7" �V-2"x2'—O" CONC. \ BEAM PER F/S5 8'- #5x I— P. ® CO —6" LAP :INF. 9" THICK CONC. CTDI 1(`TI IDAI Cl AD TAUM4 SIM. ABLE PANEL /S5 'NT PIPE BY CIVIL ENGR. IN MIDDLE STRIPS, TYP. 'ETAIL F/S1 FOR TYP. REINF. 12" O.C. LONG WAY 6" O.C. SHORT WAY (ABLE PANEL PER E/S5 =NT PIPE BY CIVIL ENGR. IN MIDDLE STRIPS, TYP. )ETAIL F/S1 FOR TYP. REINF. 10" THICK CONC. STRUCTURAL SLAB BOTTOM OF SLAB= 476.00 o S: 12-06-04 3--10 -03 & h- "�' `l :NGINEERS, INC. 41VERSITY STREET -SUITE 1122 .E • WASHINGTON • 98101-4104 181-9900 • FAX (206) 381-9909 KB JOB No. 202016 c/) O_ O' C4 U cry W Q W F-+ � CO _.. Q m m f I O c•' N �L yd'C W CO d OC 4 La •—' � v d U) DATE: 3/13/03 STRUCTURAL SLABS BOTTOM REINF. PLANS S3 202016 R-437812 00 C'7 0 W 48'-0" VAULT B2 LID TOP REINFORCEMENT 0 z SCALE: 1 /8" =1'-0" 6'_p^ #5 N F_ DOWELS 0 COL STRIPS, LAP (4) DOWELS W/ SLAB REINF. 77'-2" (5) #5 ��J_ TYP. 0 MID. STRIPS VAULT B1 LID TOP REINFORCEMENT SCALE: 1 /8" =1'-0" STRUCTURAL SLAB PLAN NOTES: 1) ELEVATIONS ARE SHOWN IN BOXES. 2) REFERENCE SHEET S1 FOR GENERAL NOTES AND TYPICAL DETAILS. 3) SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 4) VAULT LIDS MUST BE IN PLACE PRIOR TO BACKRLLING AND COMPACTING SOIL BEHIND WALLS. 5) SLAB JOINTS SHALL OCCUR ONLY IN MIDDLE 1/3 OF BAYS BETWEEN COLUMNS. REFERENCE DETAIL E/S1 FOR STRUCTURAL SLAB JOINT DETAIL. 6) WHERE QUANTITIES OF REINFORCING BARS ARE ADDED, (EXAMPLE: "ADD (5)#6 X 6'-0" AT COLUMN STRIP"), THESE BARS SHALL BE PLACED BETWEEN THE CONTINUOUS BARS AND EVENLY DISTRIBUTED WITHIN THE SPECIFIED STRIP DIMENSION. 7) TWO OF EACH OF THE CONTINUOUS BARS, BOTH TOP AND BOTTOM, AT ALL COLUMN STRIPS SHALL PASS DIRECTLY THROUGH OR ABOVE THE VERTICAL COLUMN REINFORCING STEEL 8) ALL BOTTOM REINFORCING SHALL BE CONTINUOUS TO 6 INCHES PAST THE INSIDE FACE OF THE EXTERIOR BEARING WALL 9) REFER SHEET S3 FOR INFORMATION NOT NOTED HERE. 10) ALL PENETRATIONS IN SLABS & WALLS SHALL BE ROUND & REINFORCED PER DETAIL F/S1. 11) 2'-6" MAX. SOIL DEPTH OVER VAULT LIDS. inoe 'p 5'-0" #5 z+F—® 12" O.C. TO LAP W/ SLAB REINF. #4 0 12" O.C. LONG WAY, TYP. %-1- 5'-0' #5 n,F_ 0 12" O.C. TYP. #4 0 12" O.C. SHORT WAY TYP., LAP W/ DOWELS %0 5'-D" #5 zF— ® 12' O.C. TO LAP W/ SLAB REINF. 6'-Cr #5 N F_ DOWELS ® COL. STRIPS,. (4) DOWELSS W/ 3 REINF. VAULT A LID TOP REINFORCEMENT SCALE: 202016S4 3-12-03 ST/ADT ADT 0 i 16 v�Fss��sT1~a���e� ANAL 12-06-04 3 --/ a,- 0 3 A K ENGINEERS, INC. 600 UNIVERSITY STREET -SUITE 1122 SEATTLE • WASHINGTON • 98101-4104 (206) 381-9900 • FAX (206) 381-9909 AKB JOB No. 202016 z 0 z 0 a cn 5 (� W U) C M -=r z ry yK _0 4--)cn -=ilr , c- U O � J Q) 1 nil 0 U L_ n Cn C) r DATE: 3/13/03 STRUCTURAL SLABS TOP REINF. PLANS S4 202016 R-437813 00 C'7 O I LU .I SEE C/S5 FOR TOP OF WALL DETAILING #4 ® 8" O.C. VERT. EA. FACE DRAINAGE SYSTEM PER CIVIL #4 x .7 r_@16" O.C. CONC, COL_ PER D/S5 Qo ^ #6 z_i:r ® 8" O.C. LAP #6 �l �4 8" O.C. LAP ° W/ WALL REINF. 6^ S.O.G. PER PLAN Q W/ WALL REINF. e Q e e a �I WATER STOP, ' TYP. ® ALL JOINTS — I I— 1--I #4 ®T.O. W #4 0 10" O.C. HORIZ. E.F. ° N0. COL COL FTG. PROVIDE #6 CORNER BARS 4,_O^ � M — W C.I.P. 0. ' - SIM. CONDITION PER PLAN - / # a I I=II I EA. WAY Ls ^I Q #4 ® 1Z" O.C. I I #4 -1 0 1r _ KEA. WAY, TOP 4 ELEV. PER PLAN III ° J ° a �as e a IOU a eQ d e 4 All GZia ° � ER FTG. DRAIN F PER CML #5 @ lr O.C. FA EDGE OF FTG. ® SIM. WAY, BOT. CONDITION "' A WALL SECT. AT FTG. STEP---@ SUMP S5 SCALE: 3/4=14 EDGE REINF. AS SHOWN PROVIDE HORIZ. HOOK ® ENDS OF TOP REINF., TYP. REINF. AS SHOWN A -A EDGE DETAIL L4x4x1/4 FULL LENGTH EA. EDGE SCALE: 1 1/2"=1'-O" W/ 1/2"0x4" WHS ® 18" O.C. 10'-7' p o21-r. nnn�lrn /n\ 01 r. MIN, (4) LIFTING EYES PEF PANEL PER DTL K/S5 PRECAST p PLAN VIEW E CONC, REMOVABLE PANEL S5 i SCALE: PER PLAN ." 1 1 /?" ry qpw FINISH CIVIL E WALL CUT 0 31T=1'—T WALL EDGE OF J�OPNG. @ REMOVABLE PANELS REMOVABLE PANEL PER E/S5 (REINF. NOT SHOWN) EMBEDDED ANGLE PER F/S5 4" 4 1 /27 GAP SEAL FINISH GRADE PER PER CIVIL ENG, REMOVABLE PANEL PER E/S5 CIVIL ENGR. (REINF. NOT SHOWN) L4x4x1/4 FULL LENGTH EA. SIDE OF OPNG. W/ 1/2"04 r r W.N.S. ® 18' O.C. CUR, TYP. CLR, TYP. STRUCTURAL SLAB & REINF. ' OPENING SIZE PER PLAN, (HOOK TOP BARS — PER PLAN INTO BEAM) ' I #4 0 16' O.C. E.W., E.F. I�I� .III-10 A' Z�J a '6 d qq #3 © 0 10' O.C. e ° (2) #6 TAB. HOOK ENDS b INTO SUPPORT, TYP. cV ° n d 1'-2" (1'-r 0 SIM. COND.) SLAB EDGE OF OPENING REMOVABLE PANELS STAINLESS STEEL 3/470 EYE -BOLT (INSTALL AFTER CONC. HAS FULLY CURED) LOCATE EYE -BOLTS PER CIVIL ENGR. CONTINUE FOUNDATION WALL ABOVE SLAB ® REMOVABLE PANEL STAINLESS STEEL R 3/4x8x8 STAINLESS STEEL HEX NUT TOP OF SLAB BEYOND REMOVABLE PANEL PER E/S5 (TYP. REINF. NOT SHOWN) / PROVIDE SOCKET TO RECESS EYE -BOLT FLUSH W/ TOP OF SLAB / WHEN NOT IN USE d ° e o d e Q Q ° c K � LIFTING EYE BOLT DETAIL. (2) #4x4'-0" E.W. ® BOLT TACK WELD W/ E309 ELECTRODE SS SCALE: N.T.S. ci T.�arrnr�arrt i�rn #4 0 8" O.C., VERT. EA. FACE #5 z10" ® 8" O.C. LAP W/ WALL REINF. WATER STOP 6" S.O.G. & REINF. PER PLAN I 1— — (4) #5 CONT. 3/47 =1'—C' W #5 F_ PER PLAN 2'_6^ MAX. LAP W/ SLAB REINF. WATER STOP �ELEV. PER PLAN ROUGHEN JOINT, TYP. DRAINAGE SYSTEM r CLR PER CIVIL BACKFILL W/ FREE �I DRAINING GRAVEL —�II— I #5 �6' 2'-0" ® T O.C. -II I I I= LAP W/ WALL REINF. I 1 II = ROUGHEN JOINT,I— TYP. I I 1=1 FOOTING DRAINPER Ci\VfllL I�I�III � ELEV. PER PLAN _ — _Ii_�� , #4 IN HOOK, WATER STOP (2) #4 T.O.W #5 CONT. REINF. IN EACH 2'-6" MAX. SOIL DEPTH ABOVE SLAB ADD REINF. EA. WAY ® TOP COL. STRIP PER RAN EA. COLUMN STRIP EACH CTR'D ON COL. PER PLAN DIRECTION DIRECTION 5 DRAINAGE SYSTEM PER CIVIL ^ Q ^ ^ ^ ^ V ^ I I a cn e. a ss�ONAL � 12-06-04 3 /a--o3 #3 Q TIES @ 8" O.C. (4) #6x6'-O', (2) EA. WAY @ EA. COL ° (6) #6 W/ 18" HOOK TOP -71 1470 C.I.P. CONC. COL. Q ENGINEERS, INC. 600 UNIVERSITY STREET • SUITE 1122 r CLR W (6) #6 a- V-6" LAP W/ COL. REINF. SEATTLE • WASHINGTON • 98101-4104 dQ. M (206) 381-9900 • FAX (206) 381-9909 TOP OF SLAB SLOPES PER PLAN �- AKB JOB No. 202016 a1 IL SLAB REINF. PER PLAN a � e II I a d a' d II —I PER PLAN I I—� I— (6) #5x4'-6" EA WAY, BOT. z z O O ('D" 'TYP. COLUMN SECTION H � S5 'SCALE: N.T.S. "� w (2) #4 T.O.W. T C.I.P. WALL W/ #4 10' O.C. EA. WAY 0 WALL (2) #4 L CROSS SECTION VAULT 'A' !"'.) SCALE: 3/4"=1'-0o 202016S5.dwg PLOT: 3-12-03 AKB;ST /ADT;AK PLOT BY: ADT IY L 0 ry U e, 0 n DATE: 3/13/03 FOUNDATION DETAILS S51 202016 R-437814 ° a d NOTICE REQUIRED NOTES CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO BUSINESS DAYS, BUT 1. THE DEVELOPER IS REQUIRED TO NOTIFY THE LAND USE SERVICES DIVISION, NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR LAND USE INSPECTION SECTION, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION DEMOLITION IN ACCORDANCE WITH RCW TITLE 19. NAMES AND TELEPHONE NUMBERS FOR A PRECONSTRUCTION CONFERENCE AND SPECIFICALLY REQUEST INSPECTION OF THE OPERATORS OF UNDERGROUND UTILITY LINES IN THIS PROJECT APPEAR BELOW. BEFORE BEGINNING: THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITIONS AS A. INSTALLING OF SILTATION AND EROSION CONTROL MEASURES REQUIRED. B. CLEARING AND GRUBBING PHONE C. EARTHWORK SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 D. INSTALLATION OF ANY UNDERGROUND UTILITY SANITARY SEWER E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACE F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE SOOS CREEK WATER &SEWER DISTRICT (253) 630-9900 WATER DISTRICT 2. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE RESIDENT ENGINEER, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, BEFORE ANY CONSTRUCTION PSE (800) 321-4123 IS STARTED ON ANY EXISTING STATE ROUTE. GAS COMPANY 3. A HYDRAULIC PROJECT APPROVAL (HPA) PERMIT MUST BE OBTAINED FROM THE PSE (800) 321-4123 WASHINGTON STATE DEPARTMENT OF FISH AND WILDLIFE PRIOR TO ANY WORK WHEN REQUIRED. POWER COMPANY CALL BEFORE YOU DIG DIAL -A -DIG 1-800-424-5555 25 -6 2911 30' 9 41 _ ,. 8 o i D N C x N D1 In to rn LO EA FV I rn to AA N C 1 O//A{1 N a �k N tJ T_ A A W 7AA , 28.( S44 Its TRY I [C, - IL ,•, Il S11,1nl E_F A I nl �/ JII v\7L.L 1 nIViIL. 1 Uv�r I ;0 0 +I I R- 12 l SI'vGL. E-FAIAI L_Y Nn/^{Opy �)�T1py'T D E KING CO M Vv A.� COMM �:���Q ������� 'APPIZOVAI IYu..�� I — — —Pree;. — — — — — — — — — — 1A ----- SITE i,W;iN -' RING/Dx`AI I'wva cc42 DA l >� aaa3 SIGr?>;D , - T QN (l IPRQ T �v�.t:��Y 7iT'� �,J�L � 79PECIAL COrdDI'I` 0NS° l S:wGLE-FnIVIIL.`I1 I SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. IM USPS MAILBOX LOCATION APPROVAL. POSTMASTER BONDING INFORMATION RESTORATION BOND AMOUNT $ — PERFORMANCE BOND AMOUNT $ w LO �a w SE 186TH ST SITE w V) NTS SE 189TH ST = SE 190TH ST .._. W' SE 190TH PL Q SE 192ND ST o � } SE 196TH ST VICINITY MAP LEGEND } L R-12 FND MONUMENT AS INDICATED ® EX POWER LINE p ! SET MONUMENT AS INDICATED EX TELEPHONE UNEE T SOIL BORING <> EX EDGE OF PAVEMENT ------------------- '21"E \ FND AS INDICATED o EX EDGE OF GRAVEL ........... I .......... I....•••• WELL 1E EX MAJOR CONTOURS --105 1fl B B A® A B EX TREE (conifer) EX MINOR CONTOURS ---- --- EX FIRE HYDRANT EX SANITARY SEWER Ati� A A A A A A A A 7 PROPOSED FIRE HYDRANT PROPOSED SANITARY SEWER EX WATER VALVE x EX STORM DRAINAGE Y l _ PROPOSED WATER VALVE N STORM DRAINAGE { y i / ' 19 EX TYPE I CATCH BASIN ® EX DITCH C1 �,�,,,,-SA,,, „ PROPOSED TYPE I CATCH BASIN PROPOSED DITCH OJrl vv L.L-t f"11VIIL. I ` — PROPOSED TYPE II CATCH BASIN ® PROPOSED WATERLINE r� \ EX SEWER MANHOLE PROPOSED RETAINIG WALL C1 Y PROPOSED SEWER MANII()LE RIP RAP `O EX GAS VALVE pQ PCR POINT OF CURB RETURN 0 0 C1 LP LOW POINT EX UTILITY POLE -p- C © K f O7 3 HP HIGH POINT 1 Ln EX TELEPHONE RISER ❑ ' ` TW TOP WALL 1ti f PROPOSED ROCKERY coca ,rt BW BOTTOM WALL ® EXIST GROUND PROPOSED WATER LINF -------------W---- 21 PROPOSED ASPHALT PAVING z EX FENCE PROPOSED GRAVEL i rr �� VEHICLE :E ITRANCE D1 G J ®� / EXISTING WETLAND - - TOP OF WALL ELEV TW=275.00 .. o BOTTOM Or WALL ® PROPOSED GRADE BW=270.00 ow. WHF C � z. , . `� -' SHEET INDEX ` SHEET 1, COVER SHEET SE 189th ST. SHEET 1. V EXISTING SHEET 2' GRADING &ITSTo MN DRAINAGE PLAN - SOUTH HALF SHEET 3 GRADING & STORM DRAINAGE PLAN - NORTH HALF SHEET 4 SE 190TH STREET IMPROVEMENTS SHEET 5 CROSS SECTIONS SHEET 6 DETENTION VAULT DETAILS SHEET 7 RESTRICTOR & PUMP CHAMBER DETAILS SHEET 8 NOTES & DEETAILS SHEET 9 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN SHEET 10 TEMPORARY EROSION/SEDIMENTATION NOTES AND DETAILS R-12 (p JII v,7L. L. 1 /A k 41L. 1 c'A "" r-c A "" " PROJECT DATA ro TOTAL SITE AREA: j4e,6-ill S.F. (3-141 AC.) TABLE 1 BULDM CONSTRUCTION PHASING PHASE NO. NO. OF UI4ITS YEAR Pi !A99 I 13 PHASE III PHASE IV PHASE V —P883 2004 2005 2006 15 UNITS 13 UNITS 13 UNITS TABLE 2 ROAD/UTILITY CONSTRUCTION PHASING DIVISION NO. YEAR DIVISION 1 2005 SEE PLAN STORM DRAINAGE / PARK TRACT 'B': !ofo40 S.F. ZONING: R-12 SO S.F.) / R-? 8 S`1 (1v3009 S.F) HOUSING ELEVATIONS/FLOOR PLANS: SEE ARCHITECTURAL SITE PLAN - — — — WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT DENSITY: SEE DENSITY CALCULATION WORKSHEET ON -SITE RECREATION: SEE LANDSCAPING PLAN PARCEL NO's: 6623400030; 0031; 0035; 0044 SCHOOL DISTRICT: RENTON 403 FIRE DISTRICT: 40 PROPERTY SPECIFIC DEVELOPMENT REGULATION: SO-220 SIGNIFICANT TREES (SEE LANDSCAPE PLAN) IMPERVIOUS SURFACE: R-12 = "TIOS1DSF (53%); R-18 (56%) K"SP 361U/'V Sh--III.4011�VI J PROJECT TEAM O `Q TSA ARCHITECTS, P.L.L.C. AKB ENGINEERS, INC. 50 116TH AVE. SE, SUITE 201 600 UNIVERSITY STREET, SUITE 112 BELLEVUE, WA. 98004 SEATTLE, WA. 98101-4104 TEL: 425-401-6828 206-381-9900, 206-381-9909 FAX: 425-401-0630 ATTN: PHILLIP VAN HEYNINGEN, P.E. }r;a: ATTN: KENT SMUTNEY -- _ — DESIGN TWO FOUR/TWO SIX, INC. J.S. JONES & ASSOCIATES 31o. . LANDSCAPE ARCHITECTURE 3408 52ND PL. NE N89'15'51S1 "w l MY ow,a„ 733 7TH AVE. SUITE 212 TACOMA, WA. 98422 KIRKLAND, WA. 98033 ATTN: JEFFERY S. JONES I A „ A Tr 425-8812426 V L.L.nvG �2n I L_ „nA InnC -ATTN: MARTY ZOLL.NER vUl vvvJ /� - NOTE ROXIMATE ONLY. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED ETERMINE THE BY TSA ARCHITECTS, P.L.L.C. AND IS FOR GRADING AND DRAINAGE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB D; g GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE APPROVED°?�` REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN ' I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES ARCHITECTS FULLY DIMENSIONED SITE PLAN. : -~ 4 In NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. S88 34'08"E 55.00' R-18 ni IP1 CvcC vU L.v\�J 11 AVOID CUTTING UNDERGROUND UTILITY ONES. ITS COSTLY. Call before you 0\\\��\\\\\\\\\\\\\\\\\\\�\\`ti\\` A KING COUNTY D.D.E.S. RENEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: SITE PLAN APPROVAL APPROVAL OF THESE PLANS IS FOR CONSTRUCTION OF ROAD AND DRAINAGE IMPROVEMENTS, SITE DRAINAGE & GRADING AND TEMPORARY EROSION CONTROL IN UNINCORPORATED KING COUNTY ONLY. THESE PLANS DO NOT AUTHORIZE ANY OTHER UTILITY APPROVAL OR IMPROVEMENTS PROPOSED IN ANY STATE RIGHT OF WAY. SITE PLAN APPROVAL IS VOID IF THE COMMERCIAL BUILDING PERMIT HAS NOT BEEN OBTAINED OR RENEWED WITHIN TWO YEARS OF APPROVAL. SUBDIVISION PLAN APPROVAL IS VOID IF THE FINAL PLAT IS NOT RECORDED WHEN THE PRELIMINARY PLAT APPROVAL EXPIRES. PRO RATA SHARE ASSESSMENT ANALYSIS (COUNTY USE ONLY) SECTION TOWNSHIP RANGE TAX PARCEL NUMBER SITE LOCATION IS WITHIN THE __PREEN RIVER _ DRAINAGE SHED(S) PRO RATA SHARE ASSESSMENT(S) ARE: ❑ REQUIRED ❑ NOT REQUIRED FROM THE SITE DUE TO DEVELOPMENT FOR INCREASED STORM WATERrunoff. PEAK RUINIOFF ASSESSMENT RATE($ ) PER C.F.S. INCREASES.(10 YEAR, 2 HOUR STORM) PEAK VOLUME ASSESSMENT RATE($ ) PER AC. FT. INCREASES.(2 YEAR, 2 HOUR STORM) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. DATE PRELIMINARY PLAT APPROVAL N/A (SEE BSP) ORDINANCE # N/A PRELIMINARY MAP APPROVAL N/A (SEE BSP) CONSTRUCTION PERMITS RECEIVED SANITARY SEWER PENDING WATER DISTRICT PENDING GAS COMPANY PENDING POWER COMPANY PENDING TELEPHONE PENDING OTHER PENDING Emergency 911 Police — Fire— Rescue RECOMMENDED FOR APPROVAL DATE _ ENGINEER PLAN REVIEWER ENGINEER SUPERVISOR TRAFFIC & PLANNING ENGINEER KING COUNTY CONSERVATION DISTRICT MATERIALS ENGINEER OTHER APPROVED FOR CONSTRUCTION Dept. Development & Environmental Services King County, Washington DATE SIGNATURE PDSK PROPERTIES (253) 627-4070 n. �, a) Name Phone iv o 3 621 PACIFIC AVE., #300, TACOMA, WA. 98402-4611 0 U O J ®❑ ❑ Address and Zip Code v Z LO C Co co m 00 Z LO m N a e 'S LLJ X v W LL- p, e c E Z In •m 0 ,� `J 4 m •°' 0 F z I w C"IW • 0 • o 3 m rn m ® 88 m � Q � o a I Lr) L 'r^o) C 0 PP VI Lr) J 0. L . CD o v UU a_ r J CL d Q 0: J z w N n Q) E co z — U +, U � 0 � ❑ A Partnership Q p An Individual ° 888 LLC (253) 627-4070 L L. v c Name Phone � O 621 PACIFIC AVE., #300, TACOMA, WA. 98402-4611 4 � o WA �cli� ®❑ Address and Zip Code ® A Corporation ❑ A Partnership os Q3 99 $�� ❑ An Individual BASELINE ENGINEERING, INC. (206) 824-1205 EXPIRES: 05-24- o '� °' Name Phone CD 1-800-424-5555 CALL BEFORE YOU DIG: 1-800-424-5555 m :3 L. c 1910 - 64TH AVENUE WEST TACOMA, WA. 98466 UNDERGROUND SERVICE (USA) U (n O w 0 1 3/10/03 JW CSDP REVISION ® ® Address and Zip Code Sh.eet _1 -Of 10 N0. Date By Appr, Revision BEI JOB No. 01-065 R-437815 00 C'O i 0 LL1 h1h X h10 IE(� -47$B1 TIP \\ \\ DP-8 1 W \ I I I I TP 1 DP-4 I I \ AIR& OP-6 O .i4 6 314 s i r Ylh\ 1 I \ DP-1 ` DP -I 20/ I _AL< < w I� LI �lN 1 \ 1 \ 1 SE 189th ST. 56Y27WE ,00. ,.C � ,�.a, / 1' 00E RETAINING \ WALL I / I \ / \ \ �• \ 1 PP \ _ F7CV0'b( I \ az I Y WOOD E J .. \ 1 i l __ w Q i \ 1 �^ wM f WOOD \ I -- -_ I w = - /ALL EXISTIN UCT TO BE / _0 / REMOVE DER SE PERMYf w / \ fl�rsslw 1v. ' / r > Z �� S8\ s / / \ 8'40'21'E 2 0 .t CA \ \ \ 0 +.0 Z / I % X N89'15'51'W 1 STORY 34.00' \ \ W000 FRAME i SHED E \ H J \ HOUSE - \ \ \ \ \ \ R alp p \ 10, PO SEMENT No. 27456 \ 1 \ \ \ \55.00. SE TR h �aGr � iy MM y a�,yy :M w r— 1 Y iv p '� 61 L - - - �25 tp__z�n // 'I0 �O OF 7g9CIF O EAASEMENT3 PoRUACPCESS. $60627, 942088. 90080898,0,1 ^/ AND 2602333. I N89'f5 51 •W 130.64' 1 1 - -- -- -- -- \ N81.47iY 3t.47' O UIL LNG SERVICES DITSION COMMIZ-PC$t L _ OJECT' APPR VA . Project No. � Pro Naiu-c 81TE EN 'IN ER?NG/DFULU PRGW. DATE 2 SiGNEO�� . APFROVAL DATE SIGNED ❑ LA.NDSCAPE/ZONING/PARIUNG DATE —SIGNED - --SIGNED SPECIAL C0NDiI10NS- 0 20 40 80 SCALE 11n=40' FINAL CORRECTED PLAN D a 7� ATE APPROVE DESIGNED �W DRAWN DP CHECKED JM DATE , , 15 02 SCALE 1 "=40' ENGINEERING, INC. � W. °? ""sA f w � � l A.-4A.-4' 4 � `i �°o� 3' yy �o ww �s j 7 $¢ ���� �o raNAL � �ti OWNER/DEVELOPER: PDSK PROPERTIES INC. 621 PACIFIC AVE., SUITE 300 COMA, WA. 402 � q � IVISION TITLE: EXISTING SITE PLAN 10836 SE 190TH ST. BELGROVE AT RENTON KING COUNTY WASHINGTON SHEET 1.1 OF 10 -- --- _ - - e� �� (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Land Planning & Use • Engineering . Surveying 1910-64th Avenue West, • Tacoma, WA 98466 _ -- - - ---- JOB NO. 01-065 -- - EXPIRES 05-24- No. Date By A r. Revision R-437816 00 C') 0 LLJ 2 DESIGNED A Q� RING, OWNER/DEVELOPER: TITLE: SHEET DRAWN DP E1 INE INC. x PDSK PROPERTIES INC.GRADING AND STORM DRAINAGE PLAN — SOUTH HALF 2 10 CHECKED � � ����. 4 \,..,... 621 PACIFIC AVE. , SUITE 300 10836 SE 190TH ST. of I (253)565-4491 � .'Seattle (206.)824-1205. *FAX (253)565-8563 � �� 37 ww cr s tip' 2 s TACOMA WA. 98402 JOB NO. o DATE �_ 8 " °' Land Planning &Use i:nasrin Surveying (y ONAL q BELGROVE AT RENTON M=20' .n • g �. g y g i � 01-065 3/10/°3 JW CSDP REVISION � LL-1 SCALE 1 1910-64tK Avenue West •:. Tacoma,. WA 98466 EXPIRES: 05-24- 1.) 10— COUNTY WASHINGT®N No. Date B A Revision ,r.. .....0 1 , "'. i I 1 -- I IKING R-437817 00 C'7 0 LU V_ L C V LC �S c c I v a z a S C c a c II a C L V E c Qc r' a c r' c c s L c c c c c Q) 0 0 7 N 0 I u� 0 _ - - - 12 IE= 12" CMP IE= 472. 81 CATCH BASIN TABLE CB#1 (CURB INLET) RIM=476.15 IE=474.05 �S� IE=474.30 E CB#2 TYPE I RIM=476.15 IE=473.93 (N,S) CB#3 TYPE I RIM=477.07 IE=473.81 (N,S,NE) CB#4 (CURB INLET) RIM=476.90 IE=473.96 E,W) IE=474.20 S) CB#5 TYPE I RIM=477.65 IE=473.53 N,S,W) IE=473.90 (SW) CB#6 (CURB INLET) RIM=477.05 IE=473.83 (E) CB#7 (CURB INLET) RIM=476.80 IE=473.26 �W) IE=473.50 E) CB#8 TYPE I RIM=476.80 - - - - - IE=473.10 (N,S,E) CB#9 TYPE I RIM=476.05 IE=471.72 �N,S,E,W) IE=472.00 NW) CB#10 (CURB INLET) RIM=475.30 IE=472.10 (E) CB #11 (CURB INLET) RIM=475.90 IE=472.04 (W) IE=472.30 E) CB #13 (CURB INLET) RIM=478.00 IE=474.21 (W) GENERAL NOTES 1. SEE SHEETS 5 & 6 FOR X-SECTIONS AND X-SECTION LEGEND. 2. REFER TO ARCHITECTURAL SITE PLAN FOR STAIR LOCATIONS. N U 1 "=20' KING COUNTY D.D.E.S. REVIEW ENGINEER SENIOR ENGINEER JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER COMMENTS: COMPLETION DATE COMPLETION DATE APPROVAL DATE ;,�d.. 'N' �\ 45 S t i 1 I 32'-12" PVC (�\2.37% ` , _ PEDESTAL CONTROL PANEL ` °� �� ° ` • �'' ' ' (DETAIL PRC BY MANUFACTURER) ` 2° CONC. !� I 1 I` i PUMP CHAMB B 7 �`,♦ \♦� __ .._ \'' ,- 1 , e --� SOi,LARDS ;- ` , „ D� / 21 -12 PVC 0 FLOW ®5.0% tl f' RR °, `� 1-4" 22 \1 ' BEND `.. •` ♦♦ THRUST BLO PER V. 477.70 ! `"'•• r' r : , ; "' FF=481.20 S CiAL CUNll1'i IUIv� `` i K.C. STD. D \ // - =----------- 480.70 _ SCH. 80 ®0% k41 X r r a 111 4SINGLE C EC LVE WILKINS:,A r , •,.♦`a -------------__ _---_---__-- ` --- -___ 1 1 smi��'ri §�') ' ��y }" � � 111 � 1 \` ♦♦� / F 7't 4' aa: .. 11 t \`� ♦ V;�/ 80 3 \I. AND DRAINTIROC Lf� (W/DRAIN 475.9 476---------- y 1 480.70 ' i t , ♦� W/LW HATCH MOEL 6 X36"76.00 476.3 6. 0 1 :. I I 1 \ 1) 6. y 1 1 z 1 , ,� \r , ' � I 1 �5' � r 38'-12" PVC .� � , , ` 0,5% 1 1 , CB #34 C1 ° 8'f 4" SC 80 5 4'X RAP PAD _ , 1 '2' 4" W PREADER ! ;/ t D1 D1 i '. `r w;� (� FF-481.20 w - 1 3tr-• h 1 1-4 9 ELBO GT r , 1 1 �� L, -.ti ; , , _ ; ;- SOH: 80 ® 0%. .... 1 I ; `� `, A`�� 1 D1 D D1 1 1 :.• , , , �'? 1 ti THRUST BLOCK FF=476.80 FF=476.80 FF=476.50 FF=476.50 FF=476.50 I ' 1 PVC © 1 bF DOWNSPOUT LL4763( - ? • ' I (N E -F Fe '`L% .. ; 1 V` \ > S ` fs •'f �` ; , ,�` `� 1 35 EMERGENCY , 971 VEHICLE , MATCH LINE SEE SHEET 2 PUMP CHAMBER B 1 "=20' F►114/1L CvRRECTED PLAN DATE: APPROVED AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you D;9 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 DESIGNED JW DRAWN DP CHECKED 8 17 01 DATE L SCALE 1 "=20' ENGINEERING, INC. of As 0,11 w oa, kt 1 °`er %��'q ti�� ONAL % �� OWNER/DEVELOPER: PDSK PROPERTIES, INC. ..62.1 PACIFIC AVE., SUITE 300 TACOMA, WA. 98402 �1 9 � .- . ' low TITLE: GRADING AND STORM DRAINAGE PLAN - NORTH HALF 10836 SE 190TH ST. BELGROVE AT RENTONLLand KING COUNTY WASHINGTON SHEET 3 10 OF �s°� E/ (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Planning & Use . Engineering . Surveying 1910-64th Avenue West •. Tckpamr9, WA 98466 JOB NO. 01-065 I 1 3/10/03 JW CSDP REVISION EXPIRES: 05-24- p No. Date By I Appr. Revision R-437818 00 Cy I O I N 2 0 / \ ( 12" CPEP 0---- 1 1 1 1 1 1 1 1 � I I 1 Z EXIST. CB TYPE 1 W RIM=477.55 IE SE)=475.08 <rr• �\ �� IE(W)=475.03 W co L w Z x MATCH EXIST. CURB A .r GUTTER &SIDEW ALK >r>' 1 8.5' ,�I'll �. `�'�r �-zc •s xr • � f4F��;,• e ` \\\ ;\ Y'�V V Y �V , I Yea fi ,314 5 4,I l \ y \ \ 1 d • pis y\\\ �� ,\ O 1 O ti _+ t x� : f £ Z2x `y -'�" I \ i /l aw�:,z.. -,,,. •. O \! \! \ 25 Q IN TALL L \1 4e \ �F8'(10'X1' DEEP .` r { a � ' � a,� �`�>' � � z s i i \\ � � \\ % � ,,a�� �� � `� • \\ \\ !1 RI RAP PAD ssr"S i ly v { µ\ �.,.Y.r �v '"~,� \ ;y, .: i i \ -•'" t jai' c„`. -�` - < •• \ \ \ \ \ \ V �YY,�) ,rx,'��} �^� ,<If�� � ,r �. ♦ # 1 \ � --- 3��LY ""'' z�i � , tom; SS.: • . r x�.7 ��: as `s���� v"1'� � -si ., 1 ^ \ � � � ♦ 7 v���- tz �,�'t �..<s. 1 \ \ v�. ♦ D1 D1 - 1 1 \ _ \ \ \ % `'�:,Y., e x \ 1\ 1 \ \ 1 i ��\ \ ^/ % • a set �'� Ns:.�.�s ,,,J" i �: _ \ \ \ .e°�'� I I / % ��F f�" "� _ > � `3.. t a'1 � { 1 J;�*Y�,y 1.s �.•X i I \ \ % /-�s.,-... � , � 1 � �r �i* r �',.,��•` n's 1 \ !! \\ \ \'Sc+a3 r<�� a 1 I \ ! ! i �'"''"L-yn 5 �` tn?xyf~ a•`��c, `�.+ ' r \ \ \ \� % \ jil REMOVE EXIST. CURB -----------------1: ------------ a O _71714 a is �QT & 1 �� sb a� '� _ _ --- --- - E�, s,,•����Jr���,- �� IE=4 .22 GII! SIDEWALK T / •. .d+ — ---- — _~— — •fA'}'.0 �z,� 2. `-a'�n va,.kcr '�` t"�.... .F""`s >��r. `,:'.`s.' �� .\y ) O a �' 'i. • `.: • - 4 '. i .: • , I . \ 'd N 'a • al, B�a3 � ' a 1 ,� ..� : '32 �` . � ^ i r. .�. v...r �"• � � � ' —_ _. ._— —_ 1 rt K t � 1 J` f. , z sz �J 1 a vl IBM t ... .�-.. .. .. .. ..- , ..,. ,. .... .. _. r •=ate-% • .. .. .. _.. - ..: .. .. ... . .. .. .... , , ..� o.' ems• .. .. .. .. -,,... a.... -£,f ., .. @ ... .. .. ..... ,..:... � r ..::.. ,. ... .,�,. .. r... -.. .. ,. .. 3 t •� .-�_ � .. ... ten. .. : ,.. .. ..... .. ,... _, .. .._. ...... .:: .... ... l ..,., ..... .., ,. .. ..... i. , is .. _.. ..._ _ .. _. .,.- ,.. ... ,. .. .. ,. -. .. ,.... -. ,T._, ...... .F .... .mow 4. ._< E 1901_7`7 2 _ l ` t' ---- - - - - - - SAWCUT W/ HOT TAR — — _ _ — __ - — — ——329.19' _ _ N89' 15' "W BELOW JOINT.SEAL SEE DETAIL // I — 3+23.61 _ — — I ST. — / 472.80 / 11101 LL 16 RESID 20'-8" CONC. DRIVEWAY & 15' EXIST0 10 20 40 TAPER TO EL DRIVE . 5' TEMPORARY CONSTRUCTION EASEMENT IE=467.84 SCALE 1 20 30' SAWCUT & TACK 1' 1' y INSIDE EXIST. ASPHALT. HOT TAR SEAL JOINT MIN. 0.5'•� 24' 6" 5' 1------- ------------- 6 VERTICAL CURB - 0.02 FT. FT. 4.75" EX. ASPHALT'" 0.02 FT./FT. :..:: ..'.: • �i i\ \;\\!.\i� - • ..•'•..' �\\\��\�\��, HALT CONCRETE 3 -9 SAND &GRAVEL— `6" CRUSHED ROCK BASE COURSE •� . /i� SIDEWALK ���\�i��j���j�,��\lj�\�\/j���%j�`` 6" CL. 'A' GRAVEL OR PIT RUN SAND 4 ' HALT CONCRETE � ' & GRAVEL (COMPCTED TO 95% MAX. - 6" CRU OCK BASE COURSE , � �DRY DENSITY ASTM D-1557) 6" CL. 'A' GRAVE IT RUN SAND TYPICAL SECTION TYPIC SECTION v ; & GRAVEL (COMPCTE % MAX. NTS NTS _ - DRY DENSITY ASTM D 15 r..`:............ ............................................................................................................................................................................................... ::::::::: ::::::::: ::::::::: ::::::::: ::::::... :::: .... ..... ::::: ::::::::: ::::::::: ::::::::: . :::::• :::::::: ::::::... ::::::... :.::::::. :.:...... ::..:. ::::..:. :........ ......... ......... ......... ......... ......... ......... ......... ... .. .. 50'V.C. ......... ......... ►-... -- w' ....... �....... ...... .. ..........I......... .. ..... .................. .................... ........ ......I......I...... .......•........... w......... .... ......... .. ...... ........ >._ ......... ......... ...... ....... ...... ..... ¢.... 50'v.C'. ......... ......... ......... ......... ...... ......... .... ... �... ;i. ...... .. . . . . . . .. . . . . . . . . . . . . . . ;:J.. . . . . . . . . . F-. . . . . . . . . . . . . . . . • . . . . . . . . . . . y (n ,: . . . . . . . . . . . . . . . . . . . . . . . . ��•y,�]',��♦1 p�•',{,. ,@(' !(.��qqq ��Vy '�,'�y [e'pt, l:'" A]A.LA •. `l..A 'h.% V• A ' '011.1!' ao't..9 a' .. x.... . ......... ........ ........ . . . . . w' /� . . . . . . . . . . . . . . . . 9+' .� /'�� }��jT. _ .(� . . . . . . . . . . . . . . . . . . . . . . 'O.� i ... . ... ... ......... � I... . ......... ......... ......... ..... ........ �.. :480 a 4 .... ......... ........... $o _ ,.I r.. p spy. may . � 110 LO . . . . . . . . . . . . . . . . . . . . '� .. a + + .. ....... .... Pco 1'.ct]�.: �' ...... . ......... ...... .. _ n. d.. ......... ......... ......................... Pi'oy Pv.tnti . - ................... . ......... .... - 1 {r • ,. ., .. .. ... .. ... . ... .. .. . . . . . .. . ...... .. . . . . ...... .... . .. ...... .. ... .. .. •`lip �I''\ItVts �1',t'+.� iiP 11`{) i�y,' . . . . . . . . . �_.,. G ` Ul d /I . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . .... . . ... - EXISTING ' PAVEMENT _- D l.r. , 2 :SItiI�T� _ ---. .... ...... ........ . 1:0%. PRO GRADE . 6 . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i Y� - . . . . . . . . . . . . . . . . . . . . . . . . . . . �: _>� 4 'tl2AF c tfiAlNi1't 78 8 _:- — : SOU iH ' FRO ................... ...... ... ... ................. .. .. ...... . .. -- . Dr�i"1 ,� N .r r .- ;rf ti s 1�T p�iilil�lr . . . . . . — ........ [� I.EIS7L a.. P`F /. G .1 N[ ./- . ..... ........ . ... J !, .... �.�. U ....... ........ ..... ......... DATE r ✓. Gl p� : 4J . ..... SEE .DETAIL: ..... `. B 30 TYPE I o� n _ o N ;-' ,�, ........ + . SPLY IA , Q0NDi'I:'; 0NS-- . ......... ......... ......... ... . y t • -474 In' .. . . o ... Lo r� ..... . . . ,;. :THIS SHEET z �ci c� ......... Jg 30 �r, i.� —n, �. mod' coM oM N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .,. . ... .... .... ....... .. .. . . ... .. p �. .. . . . .. . . .. : IE' 85: . . . . + �. + I� + �' U r� .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 �� . . . . . Nam. . . . . . . . . cN . . . . . . . n�. . . . . . ;mod . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AA i7' 47 6. �' ......... ......... ..... ::: ......... ........ ......... ......... ...... ........ ......... ......... ......... ... .. ... ..... ��.w..... ........ ......... ......... .. ......... ...... ......................... . ^......... ........ ......... - .... n z ......... ... ....... z ................. .... ......... ......... . EXISTING GROUND PROFILE CB 31 TYPE I ...... 1i ....... I ......... . ..... fNhL. C:� ECTED: CLAN: FRA. r.. - ....... ® SOUTH EDQE 0 0 D . . .. .. . . ..... IM- 2.40.. .. ......... .. .... ... ....... .. . .. ... . ..... ......... .. ...... ......... ......... ..... .... ..... .... IE=46&40 . ......... ......... �..... ........ .. .. ... 474 474 ............ .............. ... ............ ....... .. ............... ..........•......... ...... ....... .... .................... .. ............ ......... ................ ............... -7 ................... :DATE': ld� ......... . ....... ..... ....... ......... ......... ...... ... ....... ...... .. ......... ......... .... .... ....... ....... x......... ......... ......... ,.. .;.. ......... ......... ......... ......... ......... ..... ......... ......... ..... :� . ....... ... .. ......... ....... ......... ......... ......... ...... 689, . . ......... ...... .. ....... ......... ....... ... ... ........ .... .. ..... APPROVE . ... ....... ......... ...... ...... ......... ......... .. ... ....... ......... .. ....... ......... ........ ..... ......... ........ ......... ......... ......... ..... ... ........ .... ......... ......... 6 i....... �,. ......... ........ .. .. ......... ..— .... .......... ......... ......... ......... 472 — — — .472 .. .. ... ....... -... .:.;..,... ........ .................. .................. .................... ..................... ..................... ..................... .................... .................... ......... ::;. ......... ........ ......... ......... ........ o........ ......... ........ ......... ......... ...... ........ ......... ,,` ..... ......... ..... N.... ........ ......... ... �. ......... ......... ......... ...... .................... Q . . �.� . . . . . . . . . �I � .�. kGNG COUNTI' D.D..F.S.. . ......... ......... ... ......... .. ... ......... . ......... ......... ......... ......... ...... ....... .. ..... ...... ......... �.� ......... .. v... i . ...... ....... ' ` R ENGINEER COMPLETION DATE o .... . ......... ........ ......... ........ .... 0 EXISTING GRQUND. �. EVIEw.E.c. EER ......... .. .... . Z P©FILE : 3._,2" ......... ....� ... .... ... . ....... 47a o PAC �., S; EDGE GRAVEL :DRIVE 470 ' ................................................... �„............................................................ �..2:3 : . ......... ... ......... ..... ..., w T. ... ....... ... ....... :. ..... ......... . ' s,.- SE 190TH�. S . ..... ......... ...................... SENIOR ENGINEER .COMPLETION DATE ......... 1-2aH.. ......... ......... ......... ......... a 1; 1 ...... .... ......... ... ........ w ......... 1.. V: ........ ...... .. .. ..... JAMES' H. SANDERS, P.E.'' APaRovx oATE ......... ... ......... 00 . ......... . . . . . .. .. ....... .. ......... ......... .. ... .... .. .... . DEVELOPMENT :ENGINEER. .. .... . . w ....... ...... ......... ........ ... ......... . ..:-\ .. .. ... ..I..... ... .. :. .. .. ..... .. o w ......... . . . . . . . . . . . . . . CO.MMENT$:. . ..................... .............. ........... a ... .. ..... Q....... ..... . ....... ... ...... ........ . ... ... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . A'OID .CUTTING UNDERGR UND. . . . . . . . . . . . . . . . . . . . . . . . . Y 4 0l 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UTIUTY UNES. .IT'S COSMY. . . . . . . . . . . . . . r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nj....... ........ ... ... ......... .. ......... `......... ......... ......... ......... ...... ........ X. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSER P ... ......... ......... ......... ......... ...... .. ......... ......... ......... ......... .... XI RO. OSED: GRADE: TY . `` ;^ E. STING :GRADE: (TYP.) . ( )• C��t NOTE: U Z . ...... ......I.. ......... �. ......... ...... ...... XISTIN UTI TY L CATI N SHOWN H R ON ARE APPROXIMATE ONLY. :. ..... .................... .................... .................... ................... ............ .................. .... ..... ......... . o . . . . . : . . . . . . . IT. SHALL. BE .THE. CONT,RACTQR S . RESPONSIBILITY. TO . DETERMINE THE. i i - . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . EXACT VERTICAL AND HOOIZONTAL LOCATION OF ALL EXISTING UNDER �' .. .. ........ ......... ...... ....... t�:. N d • • tom' e! . 00 tp - N t� N N D GROUND UTILITIES PRIOR :TO COMMENCING CONSTRUCTION. NO ......... ... .. ..... ......... ......... ......... fig:.. o ca i n i ao cp; i`�00 • In (6 . ' u d tV rj r CIF' REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES- ARE SHOWN ........ ..�,,.. ... ........ ......... ... h : t�. t\ ^ :� r ' HEREON. THE ' ENGINEER: ASSUMES NO* RESPONSIBILITY FOR UTILITIES d d �t st d �t . . . . . . . . . . . . . . . . . . . . . . . st ........�r ........d•.. d-'�h. ......... .. .. _ — � NOT SHOWN OR U%ITI�S NOT 'SHOWN IN THEIR PROPER, LOCATION.. . p . . . . . . . . . . . . . . . . . . . 1: 800 -424 ' 55555 o . . . . . . . . . CALL .BEFORE: YOU DIG:. .1-800�424-5555 . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERGROUND S R E US Q . vac A):.. . :o+oo ........ :� o:o ...... 2: o0 3 00' (. _ 0 Q) Q _ CB TYPE 1 X RIM=477.04 Go IE=475.22 0 3;: T" N - u-) O� o00 `D `°o° 0 P 5' TEMPORARY CONSTRUCTION S%6h, EASEMENT 1 1' DESIGNED JO DRAWN DP CHECKED DATE 10/31 /01 SCALE 1 "=20' ENGINEERING, INC. �o ws��l : Qa °� aj 9 $ o A ' ` EXPI S 05-24- OWNER/DEVELOPER: PDSK PROPERTIES C21.P'ACIFAIC AVE,, , i 300 TACOMA, WA.. 9W TITLE: SE 190TH STREET IMPROVEMENT PLAN 10836 SE 190TH ST. BELGROVE AT RENTON KING COUNTY WASHINGTON SHEET 4 of 10 �°� � � �,� �� (253)565-4491'� Seattle (206)824-1205 O.:FAX (253)565-8563 Land Plonnin : & Use • En inel In • Surveying 9 y 9` 1910-64th .Avenue West, • Tacomw, -WA 98466 JOB NO. 01-065 1 3 10 03 / / J W CSDP REVISION No. Date By Ap pr. Revision R-437819 co M I I LLJ Cr z z c= rr C c i r\ v a x z a S C c a c u a V a c c C s L C c c c 0 3 -a N I Ln co 0 0 a� R �0.5' 5' 4' �— 6" VERTICAL CURB & GUTTER SECTION A r 0.5' 12' 2% SECTION B 0.5' 5' 2% 12' 24' 2% 12' 2% �— 6" VERTICAL CURB & GUTTER SECTION C 12' 12' BLDG. VARIES VARIES 0.5' 0.5' 12' 12' 51 �— 6 VERTICAL CURB & GUTTER SECTION E NON -TREATED 2"x10" CEDAR TO BE ABUTTED END TO END TOP OF SWALE UPPER EDGE OF SPREADER TO BE LEVEL BERM 6' (MIN) CENTER TO CENTER SPACING S BIOSWALE LEVEL SPREADER 1 =10 E� LINE 0.5'�8' S' PARKING 6" VERTICAL —' CURB & GUTTER 0.5' BLDG. 12' 20' I PARKING 2% 2% 12' VARIES VARIES �-- 6" VERTICAL CURB & GUTTER SECTION F �J 0.5'�5' VERT. BARS 4" O.C. 6' U1EL.=470.24 18" 0.5'� 18' 12' 12' BLDG. VARIES 2% 27o 6" VERTICAL SECTION G CURB & GUTTER 0.5' 0.5' 12' 12' 5' I--� 2% 2% ---� SECTION H • n� SECTION H1 p VCR 1 Il�l1L CURB & GUTTER BIOSWALE SECTION �Q. NTS EMERGENCY OVERFLOW 21'-12" CMP @ 5.0% BLDG. 2'X7'X1' DEEP RIP RAP PAD 475 115' BIOSWALE 01 5% RECOMMENDED PLANTS FOR WET BIOFILTRATION SWALE Common Name Scientific Name Spacing (on center) Shortown foxtail Alopecurus aequalis Water foxtail Alopecurus geniculatus seed Spike rush Eleochoris spp. 4 inches Slough sedge* Carex obnupta 6 inches or seed Sawbreak sedge Carex stipata 6 inches Sedge Carex spp. 6 inches seed seed Western mannagrass Glycella occidentalis Velvetgross Hold, n moilis Slender rush Juncus tenuis 6 inches Water parsley* Oenanthe sormentosa F. inches 5 inches 12 inches Hardstem bulrush Scirptls acutus Small -fruited bulrush Scirpus microcarpus *Good choices for swales with significant periods of flow, such as those downstream of a Level 2 or 3 detention facility. Note: Cottaiil (Typha latifolia) is not appropriate for most wet swales because of its very dense and clumping growth habit which prevents water from filtering through the clump. STREAM BUFFER IE=468.52 30' SHEET FLOW 470 0 1.0% (EXIST. GROUND) �- 1 470.24 —" —" _ 1 EX. CULVERT IE=468.22 465 CB 473.0 PE 2-54" R M LEVEL SPREADER e KING COUNTY D.D.E.S. IE=469.95 (12"NW) BUILDING SERVICES DIMSION IE=470.0 (PUMP) COMME-IRC Y '"� �E PROVA 460 Project No. BIOSWALE DETAIL Pr=je� NeNrnP SI'l�F EN�IN sERNG/DT',�1. 'E PftOV Q NTS T XFF �2 o SIGNS. PUMP CHAMBER 'B' IIi'fiFFi� " NINE APPR TYPE 2-72" DAA'Eq 0 _3SIGP LANDSCAPEVZONLG/PARKING DATE _SIGNED --- SPECIAL CONDITIONS: 475 R CB #34 IE=470.80 IE=470.46 — r EXIST. GROUND 68'-12" PVC @ 0.50% 470 465 STREAM CROSSING P NTS 12" STORM IE=462.5t F11141- L CORRECTED PLAN DATE: 716jr APPROVED;4;;� _ EXPANSION JOINT 5" * 0.0 2Fr./FT. O.Os FT./Fr. 2 ;:,• :;. • CEMENT •'j: ^.' CONCRETE SIDEWALK * NOTE: TOP OF LIP AT DRIVEWAYS, CEMENT CONCRETE CURB & GUTTER 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. �— 4" COMPT. DEPTH CL. B ASPHALT CONCRETE Il� 6" CRUSHED BASE COURSE* 6" GRAVEL BASE* * COMPACTED 95% PER ASTM METHOD D-1557 TYPICAL PAVEMENT SECTION NTS ?"... 00000 oa000ao 2-1/2" COMPT. DEPTH CL. B ASPHALT CONCRETE 6" CRUSHED BASE COURSE* 6" GRAVEL BASE* * COMPACTED 95% PER ASTM METHOD D-1557 TYPICAL PARKING PAVEMENT SECTION NTS Key Map KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLEnON DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: DESIGNED JW DRAWN DP CHECKED DATE 12 01 01 SCALE NTS ENGINEERING, INC.�o� .3br b1 10 °�O3 9 1 S s VAL ti �� 3 OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA, WA. 98402 TITLE: CROSS SECTIONS 10836 SE 190TH ST. BELGROVE AT RENTON KING COUNTY WASHINGTON SHEET 5 of 10 �-° (253)565-4491 $ Seattle (206)824-1205 • FAX (253)565-8563 Land Planning & Use . Engineering a Surveying 1910-64th Avenue West, • Tacoma, WA 98466 [No. JOB N0. 01-065 EXPIRES: 05-24- 3/10/03 JW CSDP REVISION Date B A r. Revisionnl�'ILI R-437820 00 C') i O 0 LU z z rn Ln 0 ................................................................................................................................................................................. ...... ............................................,.......................................... .............................. . . .. .... . ... ... ..... ... .. . . .. .. , . • . .............. �.. . . .. ... ....... .. .. . .. . ... .... . :".. ;....:....:.. ;..:....:.. ....._....... ........ FF=475.40 BUILDING 15 ......... ..... ...... ..... .. .. ...... ........ ......... ......... ......... ......... ......... .. % ... .... ... . . . . . . . . . . . . . . . . . 5 � 475 _ ..................... ... ......... ................. � 5� 475 480� '-�. _ 480 . . . :PROPOSED 6 'SANITARY. . . . . . .. . . . .. . ... ... .. . .. . . . .. . :.......... _ _ _.;.........:SEWER SERVICE:;:�, .. ..... .... ....... ....... ..... ... ...... ...... ..... .. ......... ......... ...... :",..... EXIST :GRADE: ......... .. -- -- --. _.._. — _ ......... L . . . . . . . EXIST; G#2ADE.. ........ ..... . . . . . . . . . . . . . . . 7 -A^ — — — .. 6 .3' ':9- 's^ :T q . . . . . . . . . . . . T •� .. . 4 0� 0 478.0.0 470 47 2.!, ..................... ... .................... .................. .. 5� 475: ... ............. ......... ............ . STEP . LADDER 471:00 471:00 ...... ... . . . . . . . TYP. 8 dE .469.67 12°' `OW .. .. ... .... .. o .. P LADE ... :STEP :LADDEf 5: IE-` 12 ; RESTRICTOR 77.33 STRICTOR ... ......... ....... ... ... ..... ........ . ... ........ ....... ... `''�.: � TYP: .. 8 � ....... ......... ....... .... .... ..... ........ ......... ....... :STEP LADDER � •.S . ..... ......... ........ .. ...:FLOW ..... .. ..... ... ... .. ......... ....... 75 ........ :::.:... ....... � TYP: ........ ...I=4 � RESTRI ® ......... ........ •4 5 • . .... .... .. .... �. .. .. .. .. ....... ..... ...VARIES .. 6 47 ©. 465 ..5� "� � 465 470� � a:. ::......... .. � � ® Y � AT EDGE 0 AT EDGE: ,�,. _ Q. a <;. a•. Q z.�,, . . .. a ... a . . :�... . .. ...... ... .. .... . . . - VARIES . . . . .. .. . . . . .. �a .. ...... .... ........ ...... ...... ........ ......... ''� AT EDGE .. ....... .. � ......... ......... ... ........ .... z �: � � �: � ......... ... ......... ..: SECTION J � ^: SECT�C)N �: i2'hlAxs ... ......... ......... ......... ......... ......... ...,..., ..... ......... .... ......... ......... ....:� .. ,........ ...... SEC N N .... ....... �'....... ......... �. . ...... . I• 32 MAX: �' �' .... .. .... ... ......... ......... ......... ......... ......... ....... ........ .... ............. ..... .................. ............. ................... .................. .•............ .... :20 N0: SIDE. ......... ......... ........ ......... ..... ... SANITARY ;SEWER. ....... .. ....... ....... .... ......... ......... I:..... ......... ... .. .. ......... ........ .. C I[ . � FF=475.40 BUILDING 15 ;, _ _ _. ,_.._ SERVICE' � � ) .... ......... ......... .. ... .... .. 48' SOUTH � E .. .. .. ..... ......... .... .. ....... .. . . :475 ........ .... ......... .... ......... ... ........ ....... ... ..... , 475 5 ...... 475 ... ... ......... .........4. .. ....... .y _ �..--.. .. ......... ......4 .................... ...... 8� ......... PROPOSED 3�4 is ... ......... ..... ......... ......... .... ... ......... ....... WATERSERVICE . . . ... . . . . . . .. . . .... . .... .. . .. .... . .... .. .... .. . . .... . . . . ... . . .. . ... .. . ..... EXIST. GRADE I $•r : N. TE ... ......... ..... ... .... ......... ... ......... ...... . — A .. .... .. �'A .. e — — -- -•• .-tea- —. — ... .. _ _ d. o , � ' AL AULTS :ARE SHOWN � FAR. ... ... ..... ...... .......... , 4 70;,_, DIM SIQNAL INFORMATION ONLY: ... ... ........ ....... .. �'.. .. .... ... ...... .. . ............................. ....I SE TRUCTURAL ENGINEER A E 69.67 12 .... ........ .............�... . � � � — S S ND • 47• '47 ......... . ...... A T 'A ... R. ECTlJ R P 471.00� '� 4;79.00 ,'� L LAN FOR. .. . .. ... ........ ......... ...... ........ .. ... ......... ......... ..... .... ........ ......... .. ' • .... ...... ....... � , � CO �'RUCTIbN DETAILS: ......... ......... ........ .... ........ 1 5. ........ ......... ... ....... ...... ... �0:33 WQ 'DEPtH ,;'. 0. 0 . .. . . .. . . . . . . . .. .. . . . . .. .... ... . , .. . . . . . . HAN OSHA: CONFINED SPACE......... .... .. . .. , , .... . . . . . . . .. . , . d #JT 'STORAG REQ � EMENT: SIGN :IN ALL ACCES 6 SED ME. ......:: ... .....32.06....... .... .. :32.06... ....... ........ ........ ......... ��..... ........ .... ......... ......... :�t., .. ...... ..... S� ... .... ......... .... ..... .... ....... P01 TO DETENTION VAULTS.. . . .. ... ......... .... . ... . . . 5 ......... .. 465 4 ' 4:g� 4ss.�� -470 7 463.00 : 1.67 SEDIMENT STORAGE. /i... . ....... ... . :5% MCN .. �..... ...... .. 1.2_ SEDIMENT. STORAGE .. . . ...... ....... • . ..... . ......... .. ...... . ..... ....... . 5. .. — _ _ MIN: 467.33: ;;?� ....... ..... ..... ......... ......... .. ......... .... a ........ ........ ..... ........ .. . ... . ..... .. ... .... � ; 4 1.00 461.0 .. .. ,_ .-r- ....... ........ ........ .... ......... .... ..... ... 5.9.80 .. ... ...... ..... ...... ......... ......... ... ........ �- ........ a 4.65.00 .. ......... ..... ........ . 460. .. -. ...— ... . 4 .00 .................... .. 4 0 460 ...8 _ 4fi0 ....... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . 3/ ..... ........ .... . �. :ter � :a a d e d .. . . . . . . . . . . . . . . . . . . . . . ..�. i+ . . . . . . . . . . . . . . . . . . . . ......... ,.... ..... ......... ......... ......... ......... ......... ....... ......... ......... ......... ......... ......... ... ... !.... a SECTION O ......... ... .... ......... ......... ......... ........ ........ a...;: ....... . ..... ...... _ M -- .. .. : ........................ ........................ ........................ ... ............ .............. .......... . .. . ... .......... ........................................................................... ........ ................. ...... ........................ ........................ ........................ : .............. ....... .... .. ..... ....... U� B�............................................................................ ............ ........... ....... I .......... : ................................................. ........... ....... ................... ................................. ......................................................................... ................................................. . ...... ......... I L �.,T.:, ......... A `� ems..-�i'..i� +..F;,•.'4`+' :% ^ � ri��. i• jF,� �{� .% ii I I ...g ...•.. '.•9P � it 1 I i '.�: d a i ' -- - =-•`s-.adf.-..•..:�^eth m" gs;.y�ac'T4, ^z_'. / " � y/ \ i I �r f 1 I a FI4I A' C0RRECTED PLAN A a ACCESS ANHOLE � SOLID LO KING LID MID.)� � REM�VEABLE .'PANEL � a a \ � 12" MIN. VENT PIPE EL-- 461.�3 r- � e d � I(10 1 � ::T ^ \ \ � � VAULT 131 BUILDING ABOVE I I f I B i A I B 77.33' i 12" MIN. ,. _.. VENT PIPE I 12" MIN. } ! VENT PIPE ! EL=463.00 i 1 I \ I I I 1 I I I I I II 11 I I t I 1 I I I 'I I I I 1 I 1 I I 1 I 1 I I I I I I I I I I I I I I I I II I I I I �I 1 KING COUNTY AD lt� �j BUILDING COM,',Vini p .0i • 0 Project No. - Projod Nowne ---� SITE E.N '�sIN ERING/DtA DATE _ SIGNED 171 TRAI'I C NiNGAIPR �JVA�L DATE _SIGNED _ ® LANDSCAPE/ZONIN'G/PARYJNG DATE _.._______-SIGNED 7 SPECIAL CONDITIONS• N = ='w4mo C.O.#2 PR`VVd.7Ul. ! ►v�� I ET] t OS � fYl DESIGNED Jw DRAWN DP CHECKED DATE 1 25 01 SCALE 1"=10' ENGINEERING, INC. �4�a w��ef� y 0 ° ;4 c 3 9 4$q tiw 1V NAL � `\4 � EXPIRES: 05-24- OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA, WA. 98402, '�► - TITLE: VAULT DETAILS 10836 SE 1980TH ST. BELGROVE AT RENTON KING COUNTY WASHINGTON SHEET 6 OF 10 _ (253)565-4491 0Seattle (206)824-1205 0FAX (253)565-8563 Land Planning & Use • Engineering • Surveying 1910-64th Avenue West, • Tacoma, WA 9$466 JOB NO. 01-065 - -- _- _ - - 1 3/10/03 JW CSDP REVISION No. Date By Appr. Revision R-437821 00 C'O I O I LL1 12" PVC OVERFLOW TO CB#35 LADDER RUNG LADDER RUNG 12" PVC INLET FROM 2" 90' ELBOW VAULT A 2" SCH. 80 THRUST BLOCKS DISCHARGE PIPES (TYP.) 2" TEE 2" DISCHARGE TO SINGLE CHECK VALVE PLAN VIEW 2" VENT PIPE '" OVERFLOW TO CB#34 3" SCH. 80 DISCHARGE PIPE 3" TEE AND REDUCER 4" SCH, 80 PIPE TO 4" SINGLE CHECK VALVE THRUST BLOCK (TYP) �12' PVC INLET FROM VAULT 62 PLAN VIEW 2" VENT PIPE CONTROL CABLE RIM ELEVATION = 478.5t CONTROL CABLE RIM ELEVATION = 475.5t MOUNTING BRACKET ACCESS HATCH, MODEL LW MOUNTING BRACKET ACCESS HATCH, MODEL LW HATCH, D-2, 48 x 60 HATCH, D-2, 48" x 60" CONDUIT TO JUNCTION BOX CONDUIT TO JUNCTION BOXES LIFTING CHAIN, BARNES °. •. �(. Igipl IN ACCORDANCE WITH IN ACCORDANCE WITH CHAIN, BARNES APPLICABLE ELECTRICAL - pll7 APPLICABLE ELECTRICAL Ig CODE REQUIREMENTS I CODE REQUIREMENTS (SEE NOTE 7) POWER SENSOR (SEE NOTE 7 AND 8) 12" PVC OVERFLOW CABLES IE=471.00 12" PVC OVERFLOW �- (TO CB#34) 1E=476.33 POWER SENSOR (TO CB#35) -► 2 SCH. 80 ,; 4" SCH. 80 GUIDE RAIL PIPE DISCHARGE PIPE CABLES DISCHARGE PIPE BARNES TO SINGLE CHECK GUIDE RAIL PIPE TO SINGLE CHECK (SEE NOTE 6) IE=475.50 BARNES IE=470.50 (SEE NOTE 5) (SEE NOTE 6) `,�x, (SEE NOTE 5 AND PLAN VIEW) �� fi 12" PVC INLET FROM HIGH WATER ALARM DETENTION VAULT B1 EL=468.00 -•-12" PVC INLET PIPE IE=461.60 FROM DETENTION SEE SEE NOTE 1 VAULT A IE=468.00 HIGH WATER NOTE 1 . ` ALARM 12" PVC INLET FROM PUMP ON ,� 2" DISCHARGE PIPE EL=460.85 DETENTTION VAULT B2 EL=467.25 2ND 3" DISCHARGE PIPES 1ST t PUMP ON PUMP ON BASIN BOTTOM EL=460.94 BASIN BOTTOM EL=466.75 EL=464.50 1ST EL=454.32 PUMPS OFF PUMP ON EL=465.70 EL=460.44 ALARM EL=465.50 °: PUMPS OFF e' °: , ° °' y. . EL=456.24 HOPPER BOTTOM T5PLATE E ALARM HOPPER BOTTOM T BASE PLA L=456.04 BASE E " ELBOW 4" DISCHARGE ELBOW PUMP CHAMBER ASSEMBLY&aowlocw�MP CHAMBER B ASSEMBLY M 72" CATCH BASIN, 2 HYDRAULIC SEALING FLANG N 72 ATCH BASIN, TYPE 2 HYDRAULIC SEALING FLANGE NOTES: Affvlowfo OTES: 1. DUPLEX SYSTEM, TWO 0. 2" SUBMERSIBLE, NON -CLOGGING PUMPS SINGLE 1. DUPLEX SYSTEM, TWO 1.5 " SUBMERSIBLE, NON -CLOGGING EXPLOSION PROOF PUMPS, PHASE; 23OV, MODEL 21, SINGLE PHASE, 23OV, B NES ODEL 3XSE1524EA. 2. TWO 2 BREAK AWAY FITTINGS. 2. TWO 3 BREAK AWAY FITTINGS, 3. PEDESTAL CONTROL PANEL: BARNES DUPLEX CONTROL PANEL, 0.4 HP PUMPS, 3. PEDESTAL CONTROL PANEL: BARNES DUPLEX CONTROL PANEL, 1.5 HP PUMPS (EXPLOSION PROOF) 230V, 1 PH WITH ALTERNATOR, RUN LIGHTS, H-O-A SWITCH, BI-METAL OVERLOAD 23OV, 1 PH WITH ALTERNATOR, RUN LIGHTS, H-O-A SWITCH, BI-METAL OVERLOAD RELAY CIRCUIT BREAKER FOR SHORT CIRCUIT PROTECTION. RELAY CIRCUIT BREAKER FOR SHORT CIRCUIT PROTECTION. NEMA 3R STEEL ENCLOSURE WITH ALARM LIGHT, BELL, LIGHTNING ARRESTER, NEMA 3R STEEL ENCLOSURE WITH ALARM LIGHT, BELL, LIGHTNING ARRESTER, MASTER CB, MOISTURE SENSORS AND TEST RELAYS, TEMPERATURE SENSORS, LAMASTER CB, MOISTURE SENSORS AND TEST RELAYS, TEMPERATURE SENSORS, PUMP SEQUENCE SELECTOR SWITCH. (INCLUDE INTRINSICALLY SAFE RELAYS IF Q PUMP SEQUENCE SELECTOR SWITCH AND 3 INTRINSICALLY SAFE RELAYS. REQUIRED BY APPLICABLE ELECTRICAL CODE). 9" 4. CONTROL PANEL PEDESTAL KIT: DUPLEX CONTROL PANEL PEDESTAL KIT: DUPLEX 5. 2" DISCHARGE SCH. 80 PIPE TO 2" SINGLE CHECK VALVE. SEE PLAN VIEW. 4" DISCHARGE SCH. 80 PIPE TO 4" SINGLE CHECK VALVE. SEE PLA N VIEW. 6. LISTING CHAINS AND INTERMEDIATE RAIL SUPPORTS PER MANUFACTURES' RECOMMENDATIONS. 6. LIFTING CHAIN AND INTERMEDIATE RAIL SUPPORTS PER MANUFACTURES' RECOMMENDATIONS. 7. PUMP/FLOAT JUNCTION BOX (PER APPLICABLE ELECTRICAL CODE REQUIREMENTS) 7. FLOAT JUNCTION BOX (PER APPLICABLE ELECTRICAL CODE REQUIREMENTS) 8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 8. EXPLOSION PROOF PUMP JUCTION BOX, NEMA 7 (PER APPLICABLE ELECTRICAL CODE REQUIREMENTS) 9. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL, BLOCKING DETAIL �)THRUST NTS z� �z N 10 OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS PIPE SUPPORT(S): 3" X .090" 1'-0" MIN. OUTLET PIPE INVERT ELEVATION 469.00 RESTRICTOR PLATE ORIFICE 0.50" REMOVABLE WATER- TIGHT COUPLING 6" MAX. PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL FLOW RESTRICTOR 'A' H. MAX. W.S. 477.00 r--4" ELBOW IIIIIII 46P on z?� c0 :. I ' N � OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS SEE NOTE 10. PIPE SUPPORT(S): 3" X .090" 1'-0„ MIN. OUTLET PIPE INVERT ELEVATION 463.00 RESTRICTOR PLATE ORIFICE 1.04" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, SEE DWG. NOS. 2-022 & 2-023. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME & COVER ELEV. PER PLAN. ORIFICE=0.75" CLEANOUT GATE: SHEAR GATE. SEE DWG. NO. 2-026. STEPS OR LADDER. SEE DWG. NO. 2-006. PLAN ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 & 2-023. FRAME & LADDER OR STEPS OFFSET. SEE MAX. W.S. 470.00 NOTE 8. FRAME & COVER ELEV. PER PLAN 4" ELBOW ELEV.=469.40 ORIFICE=2.79" 6 ELBOW ELEV.=466.65 ORIFICE=1.62" CLEANOUT GATE: SHEAR GATE. SEE DWG. NO. 2-026. STEPS OR LADDER. SEE DWG. NO. 2-006. I 4 .; .. CN :..7. 777 KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: NOTES: 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MIN. DIAM. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO A CONCRETE PIPE I.D. LESS 1 /4". 10. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. z� `1' MAX. W.S. 470.00 OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS SEE NOTE 10. 4" ELBOW PIPE SUPPORT(S): 3" X .090" MIN. OUTLET PIPE 461.00 INVERT ELEVATION 461,00 18" RESTRICTOR PLATE ORIFICE 0.69" • ' 4MIN.KING COUNTY D.D.E.S. I BUILDING SERVICES D SION C0I�Ii E LCT . FIRR VAI Project No. Proj Name SITE FNNGINEERING/DRAI R®V - DA E ,/'A" SIGNED AT 'EI�AEi�. LA.NNING APPPOVfil, FLOW RESTRICTOR B1 DAXE SIGNS -fA-ANDSCAPE/ZONING/PA RMNG DATE -___._____-_SIGNED --'' ;APE 1AI, CONDITIONS: I. 4' MIN.• j ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 & 2-023. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME & COVER ELEV. PER PLAN. ELEV.=469.17 ORIFICE=1.55" ELEV.=466.60 ORIFICE=1.26" CLEANOUT GATE: SHEAR GATE. SEE DWG. NO. 2-026, STEPS OR LADDER. SEE DWG. NO. 2-006. 11N%►L CORRECTED PLAN DATE: 91e�-71eC_ APPROVED_ FLOW RESTRICTOR ' B2' DESIGNED JW DRAWN DP CHECKED 8 17 01 DATE _ SCALE NTS ENGINEERING, INC. ��o �sxl r� w ,. a b �03 9 a�WW 0NAL \�t4� OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE. SUITE 300 98402 TACOMA, WA. ! TITLE: RESTRICTOR AND PUMP CHAMBER DETAILS 10836 SE 190TH ST. BELGROW AT UNTON KING COUNTY WASHINGTON SHEET 7 of 10 (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Land Planning & Use . Engineering . Surveying 1910-64th Avenue West, a Tacoma, WA 98466 - J06 No. 01-065 1 3/10/03 JW CSDP REVISION EXPIRES: 05-24-All No. Date B A r. Revision R-437822 00 C') 0 I 0 LLJ cn z z v o_ O i N ui v X a� U Q 0 N I I U Cn a 00 O 0 N U U 0 0 0 .n 0 i.� GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRE- LIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL 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 KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVER- LOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CON- STRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 a.m. TO 10 p.m. WEEKDAYS AND 9 a.m. TO 10 p.m. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CON- STRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES'S DEVELOPMENT INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APRROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPRO- PRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY, 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY (WSDOT 2-06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH 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. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE PRE - CONSTRUCTION MEETING (KCC 9.04.100.D). 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 COM- PACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY RE- QUIRED 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 (KCRS 7.03). 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 (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY 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 SLOPE (KCRS 7.03(L), DRAWING NO. 2-001). 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4"/30%-40% PASSING; AND -2 ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(B) DRAWING NO. 2-024. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EX- CEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY, 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 SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM - WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"X4" STAKE MARKED "STORM" OR "DRAIN". 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 ABD, IF NON-METALLIC, 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 (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 9. ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE, OR CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) SMOOTH INTERIOR IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATIONS SECTION 9.05. 10. ALL ROOF AND FOOTING DRAIN PIPE SHALL BE FLEXIBLE ADS PIPE. UTILITY CUTS ON EXISTING TRAVELLED ROADS 1. IN TRENCHING THROUGH EXISTING- PAVEMENT, THE OPEN CUT SHALL BE A NEAT -LINE CUT MADE BY EITHER SAW CUTTING OR JACKHAMMERING A CONTINUOUS LINE, TRENCH SIDES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE. COMPACTION AND RESTORATION MUST BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH IS BACKFILLED, SO AS TO CAUSE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT ONE FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. 2. IN CUTS PARALLEL TO ROAD ALIGNMENT: A. ALL TRENCH BACKFILL UNDER ROADWAY SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY EXCEPT FOR TRENCHES OVER EIGHT FEET IN DEPTH. THROUGHOUT THE LENGTH OF ANY PIPE RUN, MANHOLE TO MANHOLE, IN WHICH ANY PART IS OVER EIGHT FEET DEEP, BACKFILL AT DEPTHS OVER FOUR FEET SHALL BE COMPACTED TO 90 PERCENT MAXIMUM DENSITY BY EITHER WATER SETTLING (SEE SUBSECTION 8.03C BELOW) OR MECHANICAL COMPACTION. THE TOP FOUR FEET OF THE TRENCH LINE SHALL THEN BE MECHANICALLY COMPACTED TO 95 PERCENT. ALL DENSITIES SHALL BE DETERMINED BY TESTING SPECIFIED IN SECTION 2-03.3(14)D OF WSDOT/APWA STANDARD SPECIFICATIONS. B. IN ANY TRENCH IN WHICH 95 PERCENT DENSITY CANNOT BE ACHIEVED WITH EXISTING BACKFILL, THE TOP FOUR FEET SHALL BE REPLACED WITH GRAVEL BASE AS SPECIFIED IN THE WSDOT/APWA STANDARD SPECIFICATIONS, SECTION 9-03.10. THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COMPACTED TO 95 PERCENT. C. RESTORATION OF A TRENCH WITHIN AN ASPHALT PAVEMENT SHALL INCLUDE A MINIMUM OF SIX AND ONE-HALF INCHES OF CRUSHED SURFACING MATERIAL AND ASPHALT CONCRETE CLASS B THE SAME THICKNESS AS THE EXISTING ASPHALT PAVEMENT OR A MINIMUM OF TWO INCHES, WHICHEVER IS THE GREATER, PAVEMENT SHALL THEN BE OVERLAID FULL WIDTH WITH A MINIMUM OF ONE INCH COMPACTED ASPHALT CONCRETE CLASS B. ANY EXCEPTIONS TO THIS OVERLAY REQUIREMENT WILL BE ON A CASE - BY -CASE BASIS, SUBJECT TO APPROVAL BY THE ENGINEER, CONSIDERING THE EXISTING CONDITIONS OF THE PAVEMENT. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. 3. IN CUTS TRANSVERSE TO ROAD ALIGNMENT: A. IN GENERAL, UTILITY TRENCHING THROUGH EXISTING PAVEMENT ACROSS THE ROAD ALIGNMENT WILL BE DISCOURAGED. IT WILL NOT BE PERMITTED UNLESS IT CAN BE SHOWN THAT ALTERNATIVES SUCH AS BORING OR JACKING ARE NOT POSSIBLE DUE TO CONFLICTS OR SOIL CONDITIONS, OR UNLESS THE UTILITY CAN BE INSTALLED JUST PRIOR TO RECONSTRUCTION OR OVERLAY OF THE ROAD. B. WITHOUT EXCEPTION, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING TOP COURSE MEETING THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. BACKFILL SHALL BE PLACED AND COMPACTED MECHANICALLY IN SIX INCH LIFTS WITH A COUNTY INSPECTOR PRESENT, IF THE CAPABILITY CAN BE DEMONSTRATED, BASED ON A COMPACTION EQUIPMENT OR QUALITY OF BACKFILL TO ACHIEVE 95 PERCENT DENSITY IN THICKER LIFTS, THE DEPTH OF BACKFILL LIFTS MAY BE INCREASED UP TO ONE FOOT. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE ENGINEER. ON ASPHALT PAVEMENT, A PERMANENT HOT MIX PATCH THE SAME THICKNESS AS THE EXISTING ASPHALT OR A MINIMUM OF TWO INCHES, WHICHEVER IS THE GREATER, SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN EIGHT -SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT, WITHIN 30 CALENDAR DAYS. BIOFILTER SEED MIX (MODIFIED BRIARGREEN, INC. HYDROSEEDING GUIDE WETLANDS SEED MIX) % WEIGHT % PURITY % GERMINATION TALL OR MEADOW FESCUE 68 98 90 Festuca orundinoceo or Festuca eiotior SEASIDE/CREEPING BENTGRASS 10 98 85 Agrostis paiustris MEADOW FOXTAIL 10 90 80 Aiepocurus protensis ALSIKE CLOVER 6 98 90 Trifo/ium hybridum REDTOP 6 92 85 Agrostis olba THIS MIX IS RECOMMENDED FOR BIOSWALES AND OTHER INTERMITTENTLY WET AREAS. SOD SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE THE SEED MIX IS I INAPPROPRIATE FOR THIS APPLICATION. SOD CAN BE USED FOR LINING DITCHES TO PREVENT EROSION, BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE WET SEASON. NOTES: Posts for access control goW sholl be treated timber posts or golronized steel posts as used for guardrail. Only one type of poet shrill be used on Ony one project, The lock (to be furnished by others) will be placed art the side cf the gofe w1;i)eti will be of the most convenience to these who use the gate. 'EMERGENCY ACCESS GATES DETAIL NTS DIRECTION OF TRAFFIC -- EDGE OF TRAVELED WAY EDGE OF SHOULDER D Mz #HE��ffiFTM_fi.0 MAILBOX CLUSTER 19 OR NDCBU BOXES 14' MIN. > VARIES 6' MIN. MAILBOX TURNOUT FOR SHOULDER WIDTHS LESS THAN 8'-0" 3 PLAN ELEVATION NOTES: 1. SEE SEC. 5.04. 2. MAILBOX INSTALLATIONS ON PROJECTS FUNDED BY FEDERAL GRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT/APWA STANDARD PLAN H-12. 3. REVIEWING AGENCY MAY APPROVE INSTALLATIONS OF MAILBOXES WITHOUT TURNOUT IF CONSTRUCTED IN CONFORMANCE WITH WSDOT/APWA STANDARD PLAN H-12, 4. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE, THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. *ALL. STEPS & RUNGS 'I" NAM. GALV, REBAR OR COPOLYMER PROPYLENE, 12" MIN. N HANDHOLD 12" MIN. 10 [ _ z MANHOLE STEP 12" MIN. '� 12" MIN. i I (�� R �� 1° z j ELEVATION PLAN MANHOLE DROP RUNG STEP 5" 24" 5" R �� 7 �L1 " CLEARANCE #4 REBAR GRADE RING CID II N :2 MAILBOX DETAIL NTS NOTES: 1. PROPRIETARY MANHOLE HANDHOLDS ANP STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTM C478, AASHTO M199 'AND MEET ALL WISHA REQUIREMENTS, 2. MANHOLE STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AI THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. 3. HANDHOLDS AND STOPS SHALL HAVE "DROP" RUNGS OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. 4. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF MANHOLE. 5. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. 6. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES. LADDER DETAILS NTS 00 n v e D ETAI L SECTION A -A ASPHALT SHINGLES OR TILES 2" EXT. PLYWOOD COVER GABLE ENDS WITH 1 /2" EXT. PLYWOOD TRIANGLE - 27"X16"X16" BOLTED -rA-rX8' 4" MAX. OVERHANG EACH SIDE R^3/4" T ai' COUNTY e .E.S. LAPPROVED. L CORRECTED PLAN BMA ' SERVICES DMMS E PU. L SE . EPR ----_ PC r���me - =1' P-4 #8 GALV. DATESIGNF E�;c DEFORMED WkFF.0 PLANNING APPRONAi, REBAR DAATF __--- SIGNED 0 LA9DSCAPE/Z0N11NrG/PA NG DATE - ..._SIGI°oE, D - #7 GALV. D SPECLI IL CONOI'I`IONS: SMOOTH STEEL ` 3/4" PREFABRICATED LADDER at AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you D;g 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: I DESIGNED JW DRAWN DP CHECKED DATE 2 4 02 SCALE NTS - ENGINEERING, INC. - - W. �o WA& cf�� y , x N � � ���� %'?- w� }o� 'rONAL ~✓� w1 OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA 40 WA. 982 r'o N TITLE: NOTES AND DETAILS 10836 SE 190TH ST. V BELGRMNTON .L �T KING COUNTY WASHINGTON SHEET 8 OF 10 �cpD �r co °'°� � (253)565-4491 *Seattle (206)824-1205 • FAX (253)565-8563 Land Planning &Use • Engineering • Sur�ey::ng 1910-64th Avenue West, • Tacoma, WA 98466 JOB NO. 01-065 EXPIRES: 115-24- � 1 3/10/03 JW CSDP REVISION No. Date By Appr. Revision R-437823 00 C') r 0 Lu I TEMPORARY EROSION CONTROL SEED MIX TS \ STANDARD ESC PLAN NOTES -- %1€IG'1 tfi — 3�--PUtfiY—- GERt�IPTiOi�— x 1�- 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN — — ' \ APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, "« e -------- CHEWINGS RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). CHEWINGS OR RED FESCUE 40 98 90 1 B A A B B A A B \ , FESTUCA RUBRA VAR. COMM41TATA OR \ 18 FESTUCA RUBRA \ ; : ' 1 SILT 2 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, FENCE ANNUAL OR PERENNIAL RYE 40 98 90 \ \ \ AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR LOL/UM MULT/FLORUM OR LOLIUM PERENNE UNTIL ALL CONSTRUCTION IS APPROVED. Q �` \ 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A REDTOP OR COLONIAL BENTGRASS 10 92 85 CONTINUOUS LENGTH OF SURVEY TAPE OR FENCING, IF REQUIRED PRIOR TO CONSTRUCTION. DURING AGROST/S ALBA OR AGROST/S TENU/S ____ 477____ -___ THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. `47g_ THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION g �\ OF CONSTRUCTION. WHITE DUTCH CLOVER 10 98 90 <>�. TRIFOLIUM REPENS 1,�TERIM CB \ 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUCTION WITH \ /(TYP) e ;i \-1 ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, - I + DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. ` ------ - ---- �`-`--------- 19 NOTICE OF PROPOSED 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 AS CONSTRUCTION C1 p° ACTIV" NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). King County I I ACRES) ' E F ) Department of Development I Environmental Services 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED 900 Oakesdole Ave SW TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS Renton WA 98055-1219 OF THE ESC FACILITIES DURING THE WET SEASON OCT. 1 TO APRIL 30 AND OF MONTHLY REVIEWS PORAR j ` I j \ c Type of Action: Type of Permit DURING THE DRY SEASON (MAY 1 TO SEPT. 30). I A A A A d I „ % co Project No: Lyy0000 1 RCEPT R ( I I C1 I `t Description: What Construction wll Be 7, ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED S \ I t' Projected Completion Date: mm/dd/yy FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE ! — -- --=--- Hours of Construction: Typical Hours of Operction IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS E.G., SEEDING MULCHING, PLASTIC King County's Contact: Assigned Staff ! Phone Number• (206) 296-0000 COVERING, ETC.). II , Q V Q V Q Q Q Q I ; j j DevelP one Contact Developer Contact Person 8. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED C1 j Pone Number. 000 000—DODO I TESC Supervisor. �000) 000-0000 (24 hr. Contact) WITHIN (15) DAYS. After Business Hours for jEnvironmental or Safety ap II % 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A Related Emergencies: 1-838-437-4771 MONTH OR WITHIN FORTY EIGHT 48 HOURS FOLLOWING A STORM EVENT. D1 D� D1 D1 10, AT NO TIME SHALL MORE THAN ONE 1)FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A II C1 t CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. I I. THE CLEANNG OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF ---------- ---_ �. -------- ------ --- H \ � III i � '" CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDTIONAL MEASURES, SUCH -------- EA -LIMITS-476_____ ___ I 48 AS WASH PADS MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE I \Ili iii , b „ e v ! DURATION OF THE PROJECT. _.. _.- \ C1 \ ' 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED 10 ` / / WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. ' IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM THE TEMPORARY FACILITY III � 0 20 —407 80 I /j D\ D D1 , D1 D1 ' H MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL t-_ - T III o .\ GRADE OF THE PERMANENT FACILITY. /, / , ,I SCALE 1�=40' j // i c1 c K Q Q 6 (� Q III•, w} 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A STREAM CROSSING \ _ MINIMUM THICKNESS OF 2 TO 3 INCHES. INSTALL SILT FENCE TOE OF / I �_ _ _ _. _ Y---- _____: IX -- -- - _-------_- --!PoM�z4 -- _ i -III- - II�- �c E-40.t2 (8' I II 11=1 I_I IIII I I —I —III-1 I I-1 I I-1 I I_I I-1 I-1 11=1 I I-1 11=1 —1 II I I-1I_I'PROPOSED SLCPF. INSTALL ��`_ IS — 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED -- __ '�., — I ifY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS PERMANENT CUL` E.RT & FILL TO j I ! o TO DENT I SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, A SKETCH MAP OF FINAL GRADE. STABILIZE SLOPES;' a I q ro N THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE f AS NECESSARY. I zs �I \ I I/ C1 i DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. 1 1 1 I \ -IS -----______=_____- ------ ---- -- _== till I NOTICE OF CONSTRUCTION ACTIVITY SIGN _ - -- ----- ------ --- -- NTS CONSTRUCTION SEQUENCE C C G . Q 1. HOLD THE PRE —CONSTRUCTION MEETING, v 2. FLAG OR FENCE CLEARING LIMITS. 1 A _I 3. POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE ESC SUPERVISOR. Io /\' " 4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED. �� 1 — — — — 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). A 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. B A B B A A B I jI ! I AV --- ----1 8. GRADE AND STABILIZE CONSTRUCTION ROADS. LEGEND TE PoiAR -4- x INKIRCEPT9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY I; TEMP OR / I CB ,t g �y \\��\ _ —� TEMPORARY INTERCEPTOR SWALE WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. INTER ; (� 20 s 21 i 1 \ X EC ON O I `�x CLEARING LIMTS 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND I r1 \ \\\ ` \ ( ( MANUFACTURERS RECOMMENDATIONS. ' I SILT FENCE � 1' � D I �' D1 p D1 I !'„ \ \\`° \ i %, \T 11, RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES a a Q ; `� \ -��----x-- I , \ SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE it lk\ INTERIM CB PROTECTION WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 1 e\ \ \ 1 I I I \ - \�\\ ;\` ` I l 1 ' �\ TEMPORARY CONSTRUCTION ENTRANCE 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON ' 0 0 0 o 09 IOU 0 0 o OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, ' �1 \'" ` \ t ( OR EQUIVALENT. \ \ 13• STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. I I \ j " ` 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. / I I 22 I , \ i \ \ \ �\ B TEM ORARY D1 D1 D1 '� - I \ / �� I \ \KING®UNTY D.Dm?,oSa 15. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPs IF \ \32 12I \ — .� _ \ T p'` APPROPRIATE. \ ��L1�Ii��EI���,E1I COMMEMCUtL PPiEr, P ASTPROVAJ \ - KING COUNTY D.D.E.S. f-`1.T;, ENf'INE R1NG�DR �L CORRECTED PLAN Di%'FE �i� SIGI`N"EA REVIEW ENGINEER COMPLETION DATE ?�/ SENIOR ENGINEER COMPLETION DATE 0Af L I _ _ — �. _ —��sN�� _ _ _. DATE: --" WARTEING TEMPORARY CONSTRUCTION Ef�TRANCE SILT FENCE \ OS DATE -Y- -- SIGNED JAMES H. SANDERS, P.E. APPROVAL DATE \+�� Sp>aL� LO1°JDi05' APPROVED. DEVELOPMENT ENGINEER k 1 1 f COMMENTS: � I I DESIGNED JW DRAWN DP CHECKED DATE 8 17 01 SCALE 1 "=4d ENGINEERING, INC. W. a WAS D VA, b� ,,► w� o g �1 w jaxaL EXPIRES: 05-24— f OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA WA. 98402 � '"" N11161M TITLE: TEMPORARY EROSION/SEDIMENTATON CONTROL PLAN 10836 SE 190TH ST. BELGROVE AT MNTON KING COUNTY WASHINGTON SHEET 9 OF 10 Y �5°,m (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Land Planning & Use • Engineering • Surveying 1910-64th Avenue Wes#, • Tacoma, WA 98466 JOB NO. 01-065 1 3/10/03 JW CSDP REVISION No. Date 6 A r. Revision R-437824 00 C'0 i O i 0 w V i a r C c C RUNOFF WATER WITH SEDIMENT 18" MIN FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) 0 0 - �0 0 " WIRE MESH OR SEDIMENT / \ HARDWARE CLOTH ' UNDER FILTER FABRIC �\ AND EXTEND 12" EX -END FILTER BEYOND GRATE IN ALL FABRIC 6" DIRECTIONS BEYOND GRATE FILTERED C.B. I N LET WATER MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AS LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. TEMPORARY SEDIMENT CONTROL INLET GRAVEL AND FILTER FABRIC N.T.S. �rnoirc L = THE DISTANCE SUCH THAT POINTS A & B ARE 2 OF EQUAL ELEVATION 00000 2 fi-� o o� o -I 1 2" TO 4" QUARRY SPALLS fi-1Tl=1 I f=il i- iT1Tl� L A SPACING BETWEEN -r- {7 1=III-I 1 �� 2� j o 1' 4$0 TO 6 CHECK DAMS T1111' o o ° o MIN. o I-- _ITI-1 i �- MAINTENANCE STANDARDS 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFIECIENT FOR THE DESIGN FLOW, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL ( E.G., A CONSTRICTION OR BEND OR THE CHANNEL IS UNDER -DESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDER -DESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY KING COUNTY. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. ROCK CHECK DAMS N.T.S. R=25'MIN .-' v� O 12" MIN. DEPTH (6"MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) O 4" TO 8" QUARRY SPALLS (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA MAINTENANCE STANDARDS 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED TO THE PAD IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREET, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMI4DIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SEE SECTION D.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. CONSTRUCTION ENTRANCE ROCK PAD N.T.S. SHEET FLOW PLAN SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH GRADING KEY BALE 4" MIN. DEPTH INTO NATIVE SOIL FILTERED RUNOFF -> (^I SEDIMENT LADEN RUNOFF COMPACTED SOIL TO PREVENT SLIPPING/PIPING CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE STRAW AND HAY BALE BARRIERS N.T.S. 0 I N FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE / FOR FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL IN 8%12" TRENCH r------------------rr -- 6' MAX, i l II II II II I J LJ 2"x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WIRE MESH. SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) cO FILTER FABRIC MATERIAL 4. I N n r�\ 000 0 °o PROVIDE WASHED GRAVEL BACKFILL, 3/4" - 3" IN 8 IN. TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON �\ THE SURFACE SURFACE AREA DETERMINED 4' AT TOP OF WEIR 1' MIN. OVERFLOW EL=476.0 11 - -RIP RAP - o00000000 �y EL=474.0 1 MIN. o00000000 0 1' MIN. 1.5 MIN. FLAT BOTTOM EL=471.50 2"-4" ROCK � �- CONVEYANCE,DISCHARGE OOUTLET STABILIZED OR NOTE: TRAP MAY BE FORMED BY BERM OR BY LEVEL SPREADER PARTIAL OR COMPLETE EXCAVATION 3/4"-1.5" WASHED GRAVEL :::� GEOTEXTIILE CROSS-SECTON NTS 0 I 6' MIN. BURY BOTTOM OF FILTER MATERIAL IN 8"x12" TRENCH 2"x2"x5' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT MAINTENANCE v1ANDAR-0 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATIED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED At4D CONVEYED TO A SEDIMENT TRAP OR POND. 3. 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 A CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE RP4OVF-D WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (CEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. FILTER FABhiC FENCE DETAIL N.T.S. 480 475 470 l 480 �. 475 470 1' MIN. DEPTH OVERFLOW SPILLWAY NATIVE SOIL OR �•;`; '��� '���• MIN. 1 DEPTH 2"-4" ROCK COMPACTED BACKFILL •�`• ':;;;? :_,: ��;•' ':•L�• 1 ./ GEOTEXTILE MIN. 1 DEPTH 3/41. -1.5 WASHED GRAVEL MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. TRAP OUTLET NTS i ; - I - i_ I _ I - _ -_I _ - ��.._ li - ---lL.-_�.{�...- SECTION B-B �;=%QVI j - --� EXIS 7= QRO N 1 ' J JIB I I � SECTION A -A PROVIDE 3' WIDE BERM ® INTERCEPTOR SWALE 480 475 =1 MAINTENANCE STANDARDS 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE 470 REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE DIKES/SWALES SHALL BE INCREASED. INTERCEPTOR SWALE N.T.S. UNG COUNTY D,D v. . 475 Project No. / �P�; O�je t 'lucre _ I BSI T E Fri' -TN =<E,�; tNG!D:�;A''' E PPRO DATE S .2G SfG%NE rR c 1ANNING AI?PI _ _OVAL DATE - _ - ._ _ _ . SIGNED 470 I.AN13sCA?'E/ O �TING/1,AP�ING DATE SIGNED SPECIAL CONDITIONS' Fi vhL CVRRECTED PLAN DATE: %-71 APPROVED: Ip KING COUNTY D.D.E.S. REVIEW ENGINEER SENIOR ENGINEER JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER COMMENTS: COMPLETION DATE COMPLETION DATE APPROVAL DATE DESIGNED JW DRAWN DP CHECKED DATE 8 17 01 SCALE NTS TIQ�[�D.UK� ENGINEERING, INC. ,w - boo �' q �w� "4 lsT ' 0� ONAL E 1'L OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA, WA. 98402 +F `" TITLE: TEMPORARY EROSION/SEDIMENTATION NOTES AND DETAILS BELGROVE AT RENTON KING COUNTY 10836 SE 190TH ST. WASHINGTON SHEET 10 of 10 �', ew �� (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Land Planning & Use a Engineering . Surveying 1910-64th Avenue West, • Tacoma, WA 98466 JOB NO. i 01-065 EXPIRES: 05-24- 1 3/10/03 JW CSDP REVISION No. Date B A r. Revision R-437825