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SE 1/4 SECTION 24, TOWNSHIP 35 N, RANGE 1 E, W.M. <br /> MATCH LINE, SEE RIGHT <br /> 7 mm <br /> LEGEND I N <br /> ` I I <br /> 1 SANITARY SEWER SERVICE (2.0% MIN) SS ( O I 146LF 8" SS @ 0.5% <br /> C-5.0 <br /> 1 / � <br /> C-5.0 WATER PIPE W / / " INSIDE DROP CONNECTION TO j <br /> 55 I I BE INSTALLED UTILIZING A <br /> C 5.0 SANITARY SEWER CLEANOUT • / / RELINER DROP BOWL SYSTEM <br /> OR AN APPROVED EQUIVALENT <br /> WATER METER / / Cn <br /> / -0 - SSMH 2 48" CONC <br /> 3 SEWER MANHOLE <br /> IE 8" SD=87.73 5S _ IE 8"8 N0(W)=83.17 <br /> I N IE 8" SS=83.73 3 IE 8" OUT (S)=81.48 <br /> IL <br /> / I O I I Cn <br /> CONSTRUCTION KEY NOTES I N I ER M SSMH (48" CONC <br /> I � CL CHANNEL=81.18' <br /> OA CONNECT TO EX SANITARY SEWER; CONTRACTOR TO POTHOLE TO VERIFY / CL CH18'-6=81.1 W) <br /> LOCATION AND ELEVATION PRIOR TO ANY SEWER OR STORM DRAINAGE FLOWS E <br /> CONSTRUCTION (ELEVATION OF EXISTING SANITARY SEWER HAS BEEN N 5, <br /> ASSUMED AND SHALL NOTIFY ENGINEER OF RECORD REGARDING ANY SSMH 3 48" CONC I / <br /> )� � � � � �_� to SSMH 2 48 CONC <br /> DISCREPANCIES BETWEEN ASSUMED AND OBSERVED ELEVATION/LOCATION BRIM=87.85 0 O IE 8n SD=87.75 RIM=92.58 <br /> IE 8" IN (NW)=84.69 IE 8 SS=84.06 IE 8" IN (N)=84.00 <br /> OCONNECT TO EX WATER SERVICE; CONTRACTOR TO POTHOLE TO VERIFY - IE 8" OUT (S)=84.59 118LF 8" SS @ 0.5% 1 0 IE 8" OUT (W)=83.90 - � IE 8" SS=83.31 <br /> LOCATION AND ELEVATION PRIOR TO ANY WATER CONSTRUCTION I IE 6" SS=82.12 <br /> C 5.0 OC SANITARY SEWER CLEANOUT - S SSA SSA SS SS SSA SSA SS SS SS SS <br /> ec <br /> nI O WATER METER (3/4 ) I I I <br /> I / <br /> IE 8" SS=84.55 SSCO 1 GAS MAIN = 89.03 ASSUMED 3' DEPTH <br /> OE EX WATER METER TO BE UTILIZED FOR WATER SERVICE x IE 8 SD=79.89 RIM-91.78 17LF 8" SS @ 21.6% I IE 8" SS=84LL-j .11 i /5 N <br /> OF RELOCATED UTILITY POLE; CONTRACTOR TO COORDINATE WITH UTILITY X n IE 6"=88.00 I / <br /> PROVIDER REGARDING POLE RELOCATION AND OVERHEAD LINE MODIFICATION 43LF 8 SS @ 0.9% <br /> G RELOCATE EX POWER COMM STRUCTURE; COORDINATE WITH UTILITY PROVIDER I / <br /> O / i c� N <br /> C 5.0 OH SANITARY SEWER MANHOLE �� �~ I N <br /> SSMH 4 48" CONC W <br /> -RIM=88.10 I <br /> IE 8" IN (W)=85.18 i- I " <br /> IE 8" OUT (SE)=85.08 �� BLDG 1 I v, 146LF 8 SS @ 0.5% <br /> o <br /> I 11 FFE=93 i I .50 I � <br /> IE 8" SS=85.21 IE 8" SS=85.19 I N IE 8" SD=80.94 IE 6" RDL=82.57 <br /> +© - RDL RDL RDL RD 3 uNi � <br /> � M M I WA TOP OF PIPE=88.50 <br /> I J 53LF 6" SS @ 2.0% IE 6�� RDL=87.19 r I� IE 8" SS=83.56 <br /> IE 6 SS=85.77 I _ 77 <br /> � W W W W W W� IF <br /> - - - - - - - i N SS SS SS ASS �� � _ I_ _ _ _ <br /> MATCH LINE SEE LEFT <br /> O. X BLDG 4 N 0 I - 'SS SSCO 3 M M <br /> FFE=89.50 SSCO 5 v' I 9LF 6" SS @ 25.0% E 6"=86.32 W 3 <br /> RIM=89.06 Ah SSCO 4 II <br /> - - J I x IE 6"=84.45 RIM=89.43 RIM SSCO <br /> 91 76 BLDG 2 <br /> o i 13LF 6 S@ 2.0% IE 6 =85.74 BLDG 3 IE 6"=88.57 <br /> 46LF 8" SS @ 0.5% N 3LF 6 SS @ 20.0% FFE=94.50 0 ° I <br /> FFE=92.50 <br /> N - - -- - - - - <br /> O <br /> N <br /> I� <br /> O X X X �\ I <br /> � � I <br /> 2 <br /> SSCO 2 En 3 <br /> 3 RIM=90.62 I IIlk <br /> CD <br /> 0 IE 6" IN (W)=UNKNOWN <br /> IE 8" OUT (E)=85.40 <br /> CD <br /> z <br /> o <br /> r7 / I <br /> `V I O I <br /> N ❑ \ <br /> 3 <br /> 1 \ \ <br /> ND ( I aMd Ho <br /> Cn \ <br /> N GRAPHIC SCALE \ \ I <br /> s <br /> `V 10 0 5 10 20 40 <br /> N <br /> C <br /> ( IN FEET ) Know what's below. <br /> > inch = 10 ft. REFER TO SHEET CV-1.1 <br /> Call before you dig. <br /> FOR STANDARD NOTES <br /> 0 <br /> 3 <br /> i <br /> w <br /> O <br /> No. Date By Revision Description Designed By: Issue Date: <br /> i LRR 07/21/2022 o IRWIN 29TH ST MULTI-FAMILY <br /> 0 <br /> Drawn By: PERMIT o 1 LRR 1210 AND 1212 29TH ST UTILITY PLAN C-3.0 <br /> U) <br /> Checked <br /> Project o: Seat Greenwood Ave. N T WW.P cLAND.522-9510 <br /> OM ANACORTES, WA 98221 <br /> / WFF 10435003 Seattle,WA 98103 WWW.PACLAND.COM <br />