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C-08.pdfUNIT 108 SIDE SEWER BLDG CLEAN -OUT (TYP) / ,-UNIT 107� 13. • 1� �f11) 4.1f 10 r M UNIT 106 SIDE SEWER BLDG CLEAN -OUT (TYP) KNIT 105 SS SS J w 1 00 / \ HDPE WA VC / �Ni� 1 O� \ \ �O 31'\\ '\` w E WA VC/ / NDER 0 NID POWER & bRY I I 1/ TILITY ERV4C (0 SOX / 5 I\ `P 1\ \ 7 CATIO ONLY, D�SI N BY \ C m THER / NIT 110 \ -_j J b\ \ o v 1.5" H N WA \ cD 1.5" HDPE WA SVC �-w-� 0 25 11 I ,F. SIDE SEWER BLDG CLEAN -OUT (TYP) FOUR (4) 1.5" IDPE D13TTIC WA ERMCES 5 IN MMON TRENCH uGP N ul z 0 J N N N CD U J a / m CS 6" PVC SS (SVC LATERAL #2) Ss - SS SS U SS SS- S CUT EX SIDE WEIR SERVICE & INSTALL GRAPHIC SCALE 6- WATERTIGHT EN CAP (PER DISTRICT STANDARDS) 0 5 10 20 RELOCATE A �PROX 10 LF OF 6" DI WM TO PRO E MIN. sd°mac 12" VERTICALSSEPARATION BELOW NEW 10" CPP SD\ (SEE RELOCATIO PROFILE DETAIL ON SHEET W-1). (IN FEET ) s 1 inch = 10 ft. J' 4 ss \ d $ 3 \ s O s O ss p\ 1 s 2 \ \ \ ss - / \ / UGP uGP NINE (9) 1�" DPE D ES \� \ O o / An ---� W THREE (3) 6"0 PVC SERVICES IN COMMON O SS SERVICE LATER A� �SS SERVICE LATERAL SERVICES IN TE SEWER sd C> NCH _ #S O ` 3;>\ \ \ \ SEWER SERWE R.O.W. PROPERTY LINE CLEAN -OATS (TYP) cn ,n Ln 411 W / \ \F/ �� \ / SIDE SEWER BLDG N SIDE SEWER BLDG / \\ �\ 61 10 CLEAN -OUT (TYP) CLEAN -OUT (TYP) \ 1" `HDPE WA \ \\ \ o \\ 7 // s &/ UNIT 104 UNIT 103 UNIT 102 UNIT 101 \\\ I � I 1 \ N c 1 SEWER SERVICE 1ONNECTIONS ( S NOTE) F A \�S 390 370 360 a Z L.Lw p Z o ¢ J O Q v rn UD 3 O CD CV M LLi o ¢ �M z� ly O± II r O O II LL7 v+ J + N > p0LLY 101 W ¢ W N W ¢ N V FINISH GROUND UNIT 105 SL 10 (FF= 375.50) \\ UNIT 107 8L 108 41 �\ �(FF= 0. 375.20) t-A2,00% / RSH ENLOSURE RETAINING WALL Q r , (HT= 3.6 FTt) L-o- 44.23 LF V PVC SS 0 1. 0% 18.82 LF 6" PVC SS ®1.00% SERVICE LATERAL #2 CLEANOUTL SERVICE LATERAL #2 SIDE SEWER WYE (UNIT 107) (SERVICE LATERAL #2) SERVICE W/ LAMPHOLE LATERAL #2 CLEANOUT COVER PER W/ LAMPHOLE CO PER SIDE SEWER WYE (UNIT 106) SIDE SEWER DOUBLE WYE SEE TABLE OLYMPIC STD DETAIL DWG S-3 OLYMPIC STD DETAIL STA 0+31.85/5.00 L DWG S-3 (SERVICE LATERAL #2) (UNITS 105-108) SIDE SEWER WYE (UNIT 108) STA 0+ 4.90/5.00 L RIM= 375.3t SEE TABLE STA 0+50.67/5.00 L (SERVICE LATERAL #2) RIM= 3 4.9t " SIDE SEWER WYE UNIT 105 (ROAD A STA 1+50.39/5.50 L) SEE TABLE " _ (SERVICE LATERAL #2) _ SEE TABLE SEWER PROFILE (ROAD B SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL NN �p Npp c0� c0 00 Lrj (6 �r- L�j �^ Ln �^ r7 r7 0+00 0+50 1+00 SIDE SEWER SERVICE SUMMARY TABLES WATER CONSTRUCTION NOTES SERVICE LATERAL 1 SERVICE LATERAL 2 SERVICE LATERAL 3 n , �„ �„ � z 0 LO 00 00 d .-. DMONDS WAY (SR-104) (/) V W LL . m to + Lrj r j LJL_ C.7 I� z "' u SERVICE LATERAL # 1 CLEANOUT II > `� `� SEWER CONNECTION NOTE: PRIOR TO CONSTRUCTION THE CONTRACTOR MUST o - p > W/ LAMPHOLE COVER PER ¢ EX GROUND _ `r U0 o FIELD VERIFY THE ACTUAL LOCATION, ALIGNMENT + i; ¢ W OLYMPIC S DETAIL DWG S-3 W o I- o !�:z AND DEPTH OF THE EXISIING SANITARY SEWER (HT 2.4 FTf) p N W STA 1+14.9 /4.00 L FINISH GROUNDS 5 4-+ O o MAIN AT THE PROPOSED SEWER CONNECTION, 8 a RIM= 375. f " AND MUST PROVIDE THIS INFORMATION TO THE N IE= 369.51 (6 PVC) J J cn W to W CIVIL ENGINEER FOR REVIEW. \\\\\\\\ • \\ �-I! /\ , \\ \\ \\ \ \\\�\ 0 / \\ :\\7/ 77�0 FF 75.50) -/\1 F- 375.5 - 00% ./ /\ / SIDE SEWS (SERVICE WYE (UNIT 110) TERAL #1) 0 SEE TABLE SIDE SEWS WYE (UNIT 109) - THREE PARALLEL 6"0 SIDESEWER STA Oi LATERALS IE= 371.161 30.1 t NEW 8" CPP (SERVICE LATERAL #1) STA 0+82.58 W/ 1.5 FT HORIZ SEPARATION (PIPE CENTERLINES) 0 (APPR X ONLY) SEE TABLE 51.39 LF 6" PVC SS 01.67% IE= 372.98 SEE PLAN VIEW PVC SS ®1.67% 27.0 LF 6" PVC SS INSTALL THREE SEWER LATERAL 1.67%t SERVICE LATERAL #2 CLEANOUT SERVICE LATERAL #2 SERVICE LATERAL #3 CLEANOUT CONNECTIONS TO EXIST 8" PVC W/ LAMPHOLE COVER PER SIDE SEWER DOUBLE WYE W/ LAMPHOLE OLYMPIC S COVER PER DETAIL DWG S-3 SERVICE LATERAL #2 CLEANOUT (CUT & REMOVE APPROX 7 LF OLYMPIC STD DETAIL DWG S-3 (UNITS 105-108) W/ LAMPHOLE COVER PER SIDE SEWER (UNIT 101) MAIN, INSTALL (3) 8"x6" TEES STA 1+51.39/5.50 L STA 1+50.39/5.50 L STA 1+12. /7.00 L OLYMPIC STD DETAIL DWG S-3 (SERVICE LATERAL #3) PROPERTY LINE CLEANDUTS (THREE) STUBS 0 24" O.C. W/ 8" CONC RIM= 375.3t IE=370.10 RIM= 375. STA 1+00.00 5.50 L SEE TABLE W/ LAMPHOLE COVER PER OLYMPIC FERNCO COUPLINGS TO MAIN. B IE= 370.12 6 PVC - SIDE SEWER WYE (UNIT 104) RIM= 375.5f IE= 369.26 (6" PVC) SIDE SEWER WYE (UNI (SERVICE LATERAL #3 102) AD 0+38 / 11 LT SERVICE 1: OLYMPIC STD DETAIL DWG S-2 SEWER PROFILE (ROAD A) (SERVICE SEE LATERAL #3) TABLE SEE TABLE ABe 0+3e / 9 LT SERVICE 2: AB: 0+38 / 7 LT SERVICE 3: SERVICE 1: STA 0+16.5/20.0t SERVICE 2: STA 0+16.4/22.0f SIDE SEWER WYE (UNIT 103) (SERVICE LATERAL #3) RIM= 375.2t IE= 368.17 (6" PVC) SERVICE 3: STA 0+16.4/24.0t MAIN IE= 367.5t (8" PVC) SCALE: 1"=10' HORIZONTAL "=5' 1 VERTICAL SEE TABLE *SEE SEWER CONNECTION NOTE c� cD co cR Ln M^ to N r- 00 m n r7 M M M M 2+00 1 +50 30 REVISED PER ADA REVIEW NL 02/12/14 RECORD DRAWING NOTE` THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN HEREIN ® REVISED PER CITY REVIEW COMMENTS NL 05 27 14 / / ARE BASED ON THE ORIGINAL DESIGN PLANS, AS -BUILT SURVEY BY OTHERS, AND SITE FIELD OBSERVATIONS. CONSTRUCTION RECORD AS -BUILT SURVEY DATA PROVIDED BY "LOVELL-SAUERLAND & ASSOCIATES INC" DATED DEC 12 2015. Q REVISED PER OVW&SD COMMENTS NL 03 05 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 OTHERS. ALL OTHER UTILITY INFORMATION SHOWN HEREIN NOT © CONSTRUCTION RECORD DRAWINGS NL 01/05/16 LABELED "AS -BUILT" REPRESENT THE APPROXIMATE LOCATION 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 WORK. C S ONAL 01 /05/2016 1 +00 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) 0+50 JOB NO.: C09188 CITY FILE NUM. T.B.D. DESIGNED BY: NL DRAWN BY: BKS CHECKED BY: NL 370 360 I INJ I ALL 0 I AF'F'INIi TEE W� t] GATE t VALVE �r LXMJJ AND THRUST I GLVI;K VIV EXISTING INIi 25 DI MAIN A I UNIT 109 (FF=375.10) STA 1+13.96/4.00 L (6"xe SEWER WYE) LATERAL MAIN IE= 369.50 STA 1+13.96/11.00 R (BLDG CLEANOUT) IE= 370.60 (4" PVC) UNIT 110 (FF= 375.50) STA 1+09.96/5.50 L (6"x4" SEWER WYE) LATERAL MAIN IE= 369.43 STA 1+09.96/11.00 R (BLDG CLEANOUT) IE= 371.00 (4" PVC) ( ) COPPER SERVICE LINE BETWEEN MAIN AND METER BOX. METER BOXES SHALL BE LOCATED ADJACENT TO R.O.W. PROPERTY LINE AS SHOWN (LOCATION TO BE VERIFIED BY THE CONTRACTOR AND COORDINATED WITH OVW&SD). CORPORATION STOP CONNECTION AT STA 0+55.0±/34.7t R. METER BOX WATER CONSTRUCTION NOTES (CONTD) CENTERED AT STA R. AB: 0+63 / 30 RT O LANDSCAPE IRRIGATION POINT OF CONNECTION (DESIGN BY OTHERS) 390 LANDSCAPE IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS AND MUST INCLUDE ISOLATION GATE VALVE AND DOUBLE CHECK VALVE BACK FLOW PREVENTION. POINT OF CONNECTION LOCATION AT APPROX STA 0+63.0±/26.0t R. O6 DOMESTIC SERVICE CONNECTION (UTILIZE EXISTING SERVICE) EXISTING WATER SERVICE METER BOX AT STA 0+36.56/24.58 L. REMOVE EXISTING SERVICE (SERVICE LINE TO EXISTING SINGLE FAMILY HOME TO BE DEMOLISHED) AND INSTALL NEW 1" HDPE WATER SERVICE BLDG UNIT 101 AS SHOWN. O7 BUILDING UNIT 101 DOMESTIC SERVICE: INSTALL 1" WATER SERVICE TO BUILDING AT STA 0+46.6/20.6 L. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. O8 BUILDING UNIT 102 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 0+78.7/10.0 L. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH 380 ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. O9 BUILDING UNIT 103 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 0+90.7/10.0 L. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 10 BUILDING UNIT 104 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 1+21.7/16.0 L. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 11 BUILDING UNIT 105 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 1+54.7/28.5 L. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 12 BUILDING UNIT 106 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 1+55.1/14.5 L. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 370 SERVICE 13 BUILDING UNIT 107 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 1+56.4/28.6 R. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH iS MAIN ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. FEX8" x 8" PVC 14 BUILDING UNIT 108 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 1+56.8/42.6 R. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH D ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. R ALSO TO 15 BUILDING UNIT 109 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 1+24.0/16.0 R. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 16 BUILDING UNIT 110 DOMESTIC SERVICE: INSTALL 1.5" WATER SERVICE TO BUILDING AT STA 0+84.0/11.0 R. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH 1BOVE* ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 360 GENERAL NOTES: 1. ALL STATION AND OFFSET LABELS ARE BASED OFF OF THE " ROAD A" BASELINE ALIGNMENT AS SHOWN ON SHEET C-3. CALL 48 HOURS BEFORE YOU DIG 1-8W-424-5555 2. ALL PROPOSED WATER AND SEWER UTILITIES SHOWN ON -SITE ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3 ALL WATER AND SEWER WORK SHALL BE COMPLETED IN ACCORDANCE WITH OLYMPIC VIEW WATER & SEWER DISTRICT DEVELOPMENT STANDARDS AND MUST BE APPROVED BY THE UNIT 105 (FF=375.50) STA 0+32.85/5.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 370.28 STA 0+32.85/10.00 L (BLDG CLEANOUT) IE= 371.00 (4" PVC) UNIT 106 (FF=375.50) STA 0+36.85/5.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 370.24 STA 0+36.85/10.00 L (BLDG CLEANOUT) IE= 371.00 (4" PVC) UNIT 107 (FF=375.20) STA 0+89.90/5.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 370.49 STA 0+89.90/10.00 L (BLDG CLEANOUT) IE= 370.70 (4" PVC) UNIT 108 (FF=375.20) STA 0+93.90/5.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 370.53 STA 0+93.90/10.00 L (BLDG CLEANOUT) IE= 370.70 (4" PVC) 0+00 DISTRICT. UNIT 101 (FF=376.00) STA 0+57.70/7.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 368.56 STA 0+57.70/10.00 L (BLDG CLEANOUT) IE= 371.50 (4" PVC) UNIT 102 (FF=376.00) STA 0+61.70/7.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 368.62 STA 0+61.70/10.00 L (BLDG CLEANOUT) IE= 371.50 (4" PVC) UNIT 103 (FF=375.80) STA 1+07.70/7.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 369.39 STA 1+07.70/10.00 L (BLDG CLEANOUT) IE= 371.30 (4" PVC) UNIT 104 (FF-378.50) STA 1+11.70/7.00 L (6"x4" SEWER WYE) LATERAL MAIN IE= 369.46 STA 1+11.70/10.00 L (BLDG CLEANOUT) IE= 371.30 (4" PVC) STA 0+36.5t/22.4t R PER OLYMPIC VIEW WATER &SEWER DISTRICT STANDARD DETAIL DWG W-7. CONTRACTOR TO FIELD LOCATE DEPTH, LOCATION, ALIGNMENT AND SIZE THE EXISTING WATER MAIN TO FACILITATE THE WET TAP CONNECTION. AB: 0+52 / 18 LT O2 INSTALL NEW FIRE HYDRANT ASSEMBLY W/ THRUST BLOCK AT STA R PER OLYMPIC VIEW WATER &SEWER DISTRICT STANDARD DETAIL DWG W-3. O3 DOMESTIC SERVICE CONNECTIONS (9 INDMDUAL SINGLE SERVICES) INSTALL NINE (9) INDIVIDUAL WATER SERVICES: INSTALL 1" CORP STOPS, SADDLES AND METER BOXES PER OLYMPIC VIEW WATER &SEWER DISTRICT (OVW&SD) STANDARD DETAIL DWG W-1. PROVIDE TYPE "K" COPPER SERVICE LINE BETWEEN MAIN AND EACH METER BOX. METER BOXES SHALL BE CLUSTERED AS SHOWN AND ADJACENT TO R.O.W. PROPERTY LINE AS SHOWN (LOCATIONS TO BE VERIFIED BY THE CONTRACTOR AND COORDINATED WITH OVW&SD). CORPORATION STOP CONNECTIONS CENTERED AT STA 0+51.3t/31.2t R. METER BOX CLUSTER CENTERED AT STA 0+57.7t/24.8t R. O4 LANDSCAPE IRRIGATION SERVICE CONNECTION DEDICATED LANDSCAPE IRRIGATION SERVICE: INSTALL 1" CORP STOP, SADDLE AND METER BOX PER OLYMPIC VIEW WATER &SEWER DISTRICT OVW&SD STANDARD DETAIL DWG W-1. PROVIDE TYPE "K" WATER AND SEWER DRAWING: KAUTZ ROUTE, LLC c _ 8 PO BOX 31097 EDMONDS WAY MULTI -FAMILY DEVELOPMENT 23220 EDMONDS WAY, EDMONDS, WA SHEET: PORTION OF THE SW 1/4, NW 1/4 OF SEC M, TWP 27N, RGE 4E, W.M. 8 of 12 SEATTLE, WA 98103 DATE: SCALE: J U N E 2013 H: 1"= 10' V: 1"= 5' DESTROY ALL PRINTS BEARING PREVIOUS REVISION NUMBERS