Loading...
C-06.pdf8L---- ---- I) 3 f G, 3� GR� f C 3�So \ \ � \ 0 I I \ \ (I I TI) so \\ 11 in I q \ I� II I C C I I I ^Z ^Z ", Z\l I CA "I 1 5 -I I III I ° 6 ' \ 377 9 as - as 11 11 N o o_� Z CC,)' %0 Z m � Cw: n rl C;, cnr�-1rN� I I / C M C) _ .-. II _ � -am .P� v m M'GL RA )� n N O F C') \ I C) XO I I Zvm,�% o�o1b vCD v rn d I Z�� o Co r Z ci l � / rr1 n o U) W 375 Q�l.. s I 11 S N CD 1 ° 60 ° - - oti� w I I I C)FL= 1.00% it 2.0% o 3jS 1 UGP UGP UGP Cn I In C) C o N / I I Z \ 1 25 I i I w � M \ II \ �o \ 8- ti N 00, SS C' Z\ W1 370 360 p wL 00 1 00 ,moo C.0 \ \ I \ \ \ UGP +� I uG S ��::z LA N m Ln �L MN ..1 M13 o� 0 poi o \\ /C= N II \ / % / C-) 41 \ A C,4 J C � Z W O W Z o > J Q O Q U Chi U Ll) p Lj V) NO � rMy U-)O ¢ � � O ±¢ O OM II n w + N H cm NW f! LW O H �NEX GROUNDN 7/77/ FINISH GROUND UNIT 105 & 10 (FF= 375.50) UNIT 107 & 108 c //7 7/\ /\ -2.00% /��/� VVA 0 \ // �/0. // (FF= 375.20)I. TRASH ENLOSURE �/� / RETAINING WALL (HT= 3.6 FTf) _ 57.98 LF 12" CPP SD A D (PER IOT STD PLAN B-5.60-01) B SDCB-11 (TYPE 1) STA 1+1 RIM= .00 AB= 374.42 STA 0+56.02 (CL INTERSECTION) IE(S)= (12" CPP) AB-- 371.62 RIM= 37+85 AB-- 374.86 IE(N)= (6" PVC W/ DOWN TURNED ELBOW AB-- 372. IE(N)= 37.96 (12" CPP) AB= 372.011 FOR WA QUALITY PRE-TREATMENT) RECORD DRAWING NOTE: Q=10.5 LF 6" PVC SD 0 0.50% (TO UPPER DISPERSION PI AB- AS -BUILT CON NETE ENCASE PIPE (18"x12" ENCASEMENT CROSS ACCESS DRIVEWAY PROFILE ROAD B SEC ©=WA ON) BELOW PAVEMENT AREA. QUALITY SAND FILTER FACILITY (SEE DETAIL) SCALE: 1"=10' I ©=INS ALL RIP RAP LINED OVERFLOW SWALE TO SAND Fun 1"=5' VERTICAL AL 2'x RIP RAP PAD IN SAND FILTER AREA Q=8" 1 PP SO CROSSING NN �p Npp CND c0 r-^ �r- r7 to r) � r� r7 re)r7 M r ) 0+00 [$In Sibit, ® REVISED PER CITY REVIEW NL 1 05/27/14 RECORD MAVRM NOTE- A. L THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN HEREIN �\�OF WASh� / Q REVISED STORM FOR SNOCO PUD NL 04 30 15 / / ARE BASED ON THE ORIGINAL DESIGN PLANS, AS -BUILT SURVEY BY OTHERS, AND SITE FIELD OBSERVATIONS. CONSTRUCTION RECORD AS -BUILT SURVEY DATA PROVIDED BY a "LOVELL-SAUERLAND & ASSOCIATES INC" DATED DEC 12 2015. Z 6 EX WM UTILITY CONFLICT RESOLUTION NL 08 01 15 / / THE NOTATION "AS -BUILT" OR "AB" WITHIN THIS RECORD DRAWING SET REPRESENTS THE ACTUAL UTILITY LOCATIONS PROVIDED FROM THE REFERENCED AS -BUILT SURVEY BY 3 �O Q NL 01/05/16 OTHERS. ALL OTHER UTILITY INFORMATION SHOWN HEREIN NOT "AS APPROXIMATE CONSTRUCTION RECORD DRAWINGS LABELED -BUILT" REPRESENT THE LOCATION ONAL OF UTILITIES ONLY BASED ON THE ORIGINAL CIVIL DESIGN. THE EXACT LOCATION OF ALL UTILITIES MUST BE INDEPENDENTLY NO. REVISION BY DATE VERIFIED BEFORE COMMENCING ANY ADDITIONAL UNDERGROUND 01/05/2016 WORK. ialI$] 390 7 \ PROPOSED STORM UTILITY ESMT (AF# ) N SAND FILTER VAULT o \ G R A P H I Gf' SCALE APPROX PUD VAULT & TRANSFORMER 5 3' 81 SF (SEE DETAIL) ,\ CB-3 \ - 0 5 10 - 0- - LOCATION (DESIGN BY OTHERS) -27.0 374.5 \ �\ 374.5 - ` - - \ ` F \ �A \R� \ (IN FEET ) - - - \ \ - � UGP- - -UGP _ - S--'-=LSD-TSD S S SD 64(` S \ ss 1 inch = 10 ft. N UGP _ _ o oR cn SD S • B-4 �,�^ sd INSTALL TWO (2) 48" TALC TRAFFIIt PROTECTION / BOLLARDS ®' O.C�(4"O DUCTILE IROWS�TEEL PIPE BOLLARD OR BETTER FILLED WITH \ CONCRETE). EMBED DI PIPE 30" INTO 18" DIAM\ \ CONC BASE. UNIT 108 K(FF= 375.20) \ o s� 4.5% A I ROOF DRAIN STUB) o \ \ sd SS co l VkPOSW\STOf I UTILI � • �� (AF# -w "-iUmf10�� J (FF= 3 �.10) 6 / �' 6'�` /S 9%/ \\ w �J / `, R D AID CB-5 ---_,\ \ \ :I� � �� � 110 A\ UNIT 107 - \ \ \ ti (FF= 375.50) (FF= 375.20) \ i 3 - - - �� J/ // 7b,�°� 1 P,315.3� / 2.8 UGP 0 \ �� ^ \ ��s r, w \� o Ln FLU 0.75%LO N '4. _ % �Oh sS SS ss- \ �6g / 3 LD / UNIT 106 (FF= 375.50) ._w o TATA=3 0 CD (:::, _P/� � A UNIT 105 380 380 370 370 E). R W/ 360 360 consulting civil engineers 125 WEST KELLOGG ROAD, BELLINGHAM, WA 98226 Ph: (360) 671-7002 Fax: (360) 671-7081 2013 (C) WEB ENGINEERING LTD (ALL RIGHTS RESERVED) C\ L(: rr: �o UNIT 104 (FF= 375.80) \ C 5 ` \ W \ N _ y L0 ROAD A_ AD W \ LO \ \ Ash \� SS SS \ -SS SS S SS �S S SS \ d -SS SS 3 SS SSS \ _SSSS S 8 00 w UNIT 103 ' UNIT 102 UNIT 101 (FF= 375.80) (FF= 376.00) (FF= 376.00) J d C) EDMONDS WAY (SR-104) Ln M SDCB-2 (NDS 12" BASIN) o EXISTING UTILITY CONFLI EX 6"0 DI WATER MAIN IN CONFLICT W/ ATRIUM GRATE STYLE CO (FOR SURCHARGE OVERFLOW) EX GROUND ¢ STA 0+08.50/1.0 RT FINISH GROUND CHAMBER OBSERVATIO PORT v~i - TOP OF EX 6" WM PIPE= 371.1 RIM= 3?3.88 AB-- 373.95 STA: 0+61.50 - IE OF EX 6" WM PIPE= 370.59 IE(S)= 373.13(6M PVC)AB= 3.12 IE(E)= 3�3 (4 PERF PVC D SPERSION PIPE)AB= 373.24 CONFLICT RESOLD -- - - - - - - E APPROX 10 LF �6P � E/P0� P R 18" THICK C-33 SAND FILTERQ H 37.25 CHAMBERMAX DETENTION SYSTEM 0 0.0% (SEE DE IL) O = 23.25 LF 10" CPP S 0 9:750 6 0 O QE = 25.0 LF 4" PERF PVC SO 0 0.00% (py LBEGIN CHAMBERS END CHAh BERS (UPPER DISPERSI N PIPE) STA: 0+42. /0.00 RT STA: 0+8 .16/0.00 RT 12" Q= 24.0 LF 6" PERF PVC SO 0 0.00% IN SDCB-3 (TYPE 1) CHAMBER BA3E EL 370.57 CHAMBER 3ASE EL 370.57 WASHED ROCK TRENCH (COLLECTION PIPE) STA 0+32.50/0.0 RT GRAVEL BED BASE EL 370.07 GRAVEL B D BASE EL: 370.07 G = 5.90 LF 12" CPP �- RIM= 374:38r (W SD 0 � AB= 9.3% GRATE COVER FO BEEHIVE AB-- 374.33 SDCB-4 (TYPE 1) OVERFLOW EX SDCB STA 1+09.92 (OUTLET FROM S ND FILTER) DRAINAGE PER YMPIC STA 0+37.86/0.00 RT SDCB-5 (TYPE 2 48"0) RIM= 374.04 ©=5.00 LF 12" CPP SD 0 0.00% FOUNDARY STD P N SM60) RI*A1 B 3 3 IE(NW)= (. A6= 370.63 9 ) FLOW CONTROL MH SEE STA 0+86.67/0.00 RT DETAIL IE(W)= 3370..40 (10" CPP) AB (INLET TO DETEN ON CHAMBER) IE(W)= 371.04 (6 IE (SE)= 371.94 PERF PVC)AB= 371.13 12" CPP) AB= 371.18 IE(W)= 372.06 (8 CP ) AB-- 371.08 RIM= 3�90 AB-- 374. IE(SE)= 370.83 (EX 12" CO IE(NW)= 370.22 (EX 12" CO 6.56 LF 12" CPP SD 0 0.DO% IE(SE)= 379.37 (12" P)AB-- 370.57 IE(NW)= 379:57 (12" CP))AB= 370.57 (OUTLET FROM D TENTION CHAMBER) IE(S)= 372.99 (6" PVC)AB= 372.14 IE(W)= 371.00 (6- PVC) IE(S)= 0.00 (8" CPP) Sm 370.84 IE NE = 379§i< 10" CP AB- VO.66 SAND FILTER AND CIETENTION PROFILE SCALE: 1"=10' HORIZONTAL o I, -to .00 N 1"=5' VERTICAL M ^ � ^ M LM LM JOB NO.: C09188 CITY FILE NUM. T.B.D. DESIGNED BY: NL DRAWN BY: BKS CHECKED BY: NL 0+00 KAUTZ ROUTE, LLC PO BOX 31097 SEATTLE, WA 98103 380 T W/ PROPOSED 10" CPP SD. t (PER FIELD LOCATE) (PER FIELD LOCATE) 'ION: RELOCATE 6" DI WM OF 6" DI WM TO PROVIDE MIN. BELOW NEW 10" CPP SD )ETAIL). 370 370.21 360 0+50 1 +00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ROAD AND DRAINAGE DRAWING: ROAD B AND SAND FILTER OUTLET PROFILE C - 6 EDMONDS WAY MULTI -FAMILY DEVELOPMENT 23220 EDMONDS WAY, EDMONDS, WA SHEET: PORTION OF THE SW 1/4, NW 1/4 OF SEC 31, TWP 27N, RGE 4E, W.M. 6 of 12 DATE: SCALE: JUNE2013 H: 1"=10' V: 1"=5' DESTROY ALL PRINTS BEARING PREVIOUS REVISION NUMBERS