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DNS BLD2022-1323+OVWSD APPROVED Utility_Plan+5.3.2023_10.39.30_AM+3521759SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. HOUSING HOPE - ELC FIELD APARTMENTS SHEET INDEX SHEET NO. SHEET DESCRIPTION W1.1 SEWER & WATER PLAN & PROFILE W1.2 OLYMPIC VIEW STANDARD DETAILS W1.3 OLYMPIC VIEW STANDARD DETAILS W1.4 OLYMPIC VIEW STANDARD DETAILS SITE INFORMATION TAX PARCEL 00576700002614 SITE ADDRESS 8215 236TH ST SW EDMONDS, WA PROPERTY SIZE (TOTAL) 1.35 AC OLYMPIC VIEW WATER SEWER DISTRICT CONSTRUCTION DRAWINGS OWNER / APPLICANT BRYCE LEVIN HOUSING HOPE 5830 EVERGREEN WAY EVERETT, WA 98203 (425) 322-3723 brycelevin@housinghope.org ARCHITECT DESIGNS NORTHWEST ARCHITECTS 10031 SR 532, SUITE B STANWOOD, WA 98292 (360) 629-3441 CIVIL ENGINEER DAVID HARMSEN, PE HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 P.O. BOX 516 MONROE, WA 98272 (360) 794-7811 davidh@harmsenllc.com LAND SUVEYOR RICHARD CARPENTER HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 MONROE, WA 98272 (360) 794-7811 rinkc@harmsenllc.com BENCHMARKS: 0 1000 2000 TBM #1: PK NAIL SET @ NW CORNER OF NORTH Feet PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF BASIS OF BEARING: RAISED BED PLANTERS AREA, SOUTH LINE OF NE QUARTER OF ELEV=459.33' VERTICAL DATUM SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST NAVD 88 GEOID 12 BEARS NORTH 55°55'50" WEST TBM #2: NORTH RIM OF SEWER MANHOLE, 20' ESTABLISHED BY GPS PER CITY OF EDMONDS LOT LINE ADJUSTMENT WEST OF CENTERLINE OF GRAVEL DRIVEWAY PLN2018-0027 - AFN: 201809215002 ENTRANCE TO SITE ELEV=458.29' LEGEND FOUND MONUMENT IN CASE OO FOUND IRON PIPE AS NOTED 0 FOUND REBAR AS NOTED ® FOUND PLAT MONUMENT BENCH MARK 0 CONTROL POINT 0 CATCH BASIN WATER VALVE W G GAS VALVE &_ LUMINAIRE TRANSFORMER PAD MAILBOX SIGN POST SEWER MANHOLE ❑ T TELEPHONE PEDESTAL z JUNCTION BOX -a POWER POLE W/ U.G. FEED -0- POWER POLE FIRE HYDRANT ® WATER METER X GROUND SHOT • PROPOSED SSCO FENCE LINE N PROPOSED VALVE GAS LINE t PROPOSED FIRE HYDRANT c POWER LINE 1 PROPOSED AIR VAC P POWER LINE (UNDERGROUND) ' _A PROPOSED BEND VICINITY MAP UP SEWER LINE F1, PROPOSED TEE SCALE: 1" = 1,000' ss STORM DRAIN LINE m PROPOSED METER so TELEPHONE LINE © PROPOSED RPBA T TELEPHONE LINE (UNDERGROUND) — ss— PROPOSED SEWER LINE uT w WATER LINE — w— PROPOSED WATER LINE r APPROVED FOR WA iFR di SEWER CONSTRUCTION OLYMPIC VIEW WA 7FR AND SEWER DISTRICT 1 DISTRICT ENGINEER VAq§GNEE 2023.CW-09:43:44-07'00' SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDIC77ON REVISIONS co co r O M � (E) O W o C; V � 7 0) Rj O W I,- M 00 O O O \ O O (O (� / cl) cm c) z cr D Q W LL Uj _O W A- H N H W W CC N H r- cn N 00 Z (3) Q W `Q C T G LO X W NOO W m M • Z Lr) 04 O ra EN TON�ti x w p 0 �I H U 0 � J U) W_ p M CC LU J�cnnQ �o c W Z�� cnIt W cf df LU LU a�F_ z WQ 0 m 0 = a LO Q Za04 �W LU 00 LU �: L) LU � O v = a J O DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 0 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN & ASSOCIATES INC.' CONCRETE WALL PER STRUCTURAL PLANS CONCRETE WALL PER STRUCTURAL PLANS SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. APPROXIMATE LOCATION OFI EXISTING FIRE HYDRANT I� o I I ❑ I� ❑ co I I� U) I I~ D SD J J J J J J J J J J J J M M M M M M M M M M M Q SD OS S dS d D SD D SD D Ak 1 - c o_ DETENTION ! I o VAULT co U O ' M 0 0' a Qg CIS q$ dS �S - ds cTs - as -Qs - a --acs W as W o. a NEW BUILDING NEW BUILDING ❑ o FFE 460.00 FFE 460.00 i z "0 `o 6" WASTE POC 0 IE 456.10 (±3.9' BFF) 6" WASTE POC PER OVWSD DETAIL S-2 43 LF 6" PVC IE 456.00 (±4' BFF) _ �� I T o & SSCO PER DETAIL S-3 S=0.020 FT/FT PER OVWSD DETAIL S-2 CO o & SSCO PER DETAIL S-3 o IIIII W ! ! i IIIII �� I � 0 �r!n! I- Fnn!��,.{� RImn!T� rnn!niT� o n n T�ILui-il!uiL _ - iu!UiLi II=111 Ili=III fll-ill FAY - _ !uiUlLi - IIIIIIIIIIIIIIIIIII 0�0 � ] IIIIIIIIIIIIII ss =1II III I N - o _ \ III III III -III =n � I � s IIIIIIIIIIIIIIIIIIIIII _ CC- 1riRl - _ I / fi Pii!u =1 L _ !u! ^\ III I I_I ! -III arts - Mfl - p- =u 11! =III=III=III=III=III-J � !Li ul ! o cy+7 I �V - - - - - III rl r SSCO 82 LF 6" PVC II RIM 459.97 � S=0.059 FT/FT I o NEW BUILDING -I i• 6" WASTE POC NEW BUILDING ! EX. SEWER EASEMENT III FFE 460.00 o III � � 6 NE IE IN 455.24 II -I ' IE 457.20 +2.8' BFF � AFN 201906180651 FFE 460.00 6" W IE OUT 455.24 TI 1 (- ) AFN 201910090466 PER OVWSD DETAIL S-12 PER OVWSD DETAIL S-2 - III RAISE RIM TO g 10' MIN. & SSCO PER DETAIL S-3 II o r SEPERATION 6" WASTE POC 59 LF 6" PVC -_ I- FINAL GRADE c IE 455.75 ±4.25' BFF -I 19 LF 6" PVC I � � ( ) S=0.065 FT/FT I I I PER OVWSD DETAIL S-2 =1 Illllll11 S=0.381 FT/FT 6 SSCO AT EDGE OF I III EASEMENT PER II. L & SSCO PER DETAIL S-3 =1 II �I IIIII DETAIL S-3, TYP. OF 4 cn co o' Lt-FVU- S=0.232 I �, ! J J J JNs. J J 0 J o � ALA- " MI-135A �� ss ss LF 8 ss s ss s ss s ss ss STA 10+27.02, 20.8 LT I s o RIM 458.34 ------------ _ _______________ ______ ,I 8" IE 448.70 (N,E & W) M � M M/ M M M M M k, M IM M M M M M RAISE RIM TO FINAL GRADE / a aC _ SD SD p SD- c/) O MH1-135B -� CB RIM=458.53 + CENTER FULL ® STA 10+24.1, 253.0' LT 18" CMP N IE=455.38 sp LENGTH OF STORM RIM 459.05 6" PVC (VERT) IE=456.58 I PIPE OVER WATER - - 8" IE 453 57 (N S & W) o I ADJUST EXISI co TING SSMH c cn RIM TO PROPOSED GRADE FIELD VERIFY PLUG EXISTING N & W INLETS, co RECHANNEL AND ABANDON STUBS AS DIRECTED BY DISTRICT. CULVERT 6" PVC N cn 0 NOTE: COORDINATE CUT AND CAP INSPECTION IE=455.01 i J OF ABANDONED PIPES BY OVWSD AS REQUIRED. MH1-135A RIM=458.31 IE (8" N) IN=448.70 EXISTING GROUND DESIG� GROUND IE (8" E) IN=448.70 IE (8" W) OUT=448.70 460 ----------__ 460 PROPOSED 2" WATER PROPOSED 2" WATER PROPOSED 4" WATER PROPOSED 4" WATER �� 455 � 455 0 PROPOSED 12" STORM PROPOSED 1"WATER EXISTING 232 LF 8" PVC EXISTING TELEPHONE EXISTING 450 MH1-135B S=0.021 FT/FT GAS 450 RIM=459.11 SS STUB IE (8" N) IN=453.57 SS STUB 1+17 RT SS STUB ------- IE (8" W) I N=453.57 1 +39 RT IE 451.32 0+91 RT IE (8" S) OUT=453.57 IE 451.81 SS STUB IE 450.79 1 +20 RT 445 IE 451.40 445 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 EXISTING SEWER - PROFILE SCALE: H: 1 "=20' V: 1 "=5' r 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55055'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS 72 ■ 1i��z► TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' APPROVED FOR WATESEWER CONSTRUC110N OL YMPIC VIEW WA TAR/ AND SEWER DISTRICT r DISTRICT ENGINEER 0# ASbGNEE 20VA11tt3 09:44:11-07'00' SUB. ECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVWG JURISDICTION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, VJ r O M eo � m W O M , � In O R* O W ti C) 00 Z W O (Do m o m 0 >M N M Z Q W U) LL 0 Lu r W F- in H W W CC N H r- CC N N 0 Z 0) Qua cn o a° m W Z Lf)O 04 ra EN TONS . •��� oar P U 0 J cn W p LL CC J J Q � O W Z Lu � � � a W 2 0 Z aCD z w 0 cv) 0 a J = a 2 a 0a7- ? a w � U Lu cn O v = a J O DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. wi ■ 9 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. STA 11 +83.4, 298.5' LT 1- 8" DI 45- BEND, RJ THRUSTBLOCK 5 LF 8" DI (RJ) CONCRETE WALL PER STRUCTURALPLANS STA 11 +78.9, 302.5' LT 1- 8" DI 45' BEND, RJ THRUSTBLOCK 25 LF 8" DI (RJ) STA 11 +52.3, 302. 0' LT 8"x6" TEE, FIL 1- 6" GV, FLxRJ (HYDRANT) 1- 8" GV, FLxRJ THRUSTBILOCK 18 LF 6" DI (RJ) E4-8 STA 11 + 51.9, 324.2' L 1- FIRE HYDRANT PER OVWSD DETAIL W-2 PROVIDE GUARD POSTS L PER OVWSD DETAIL W-7 9 LF 8" DI (RJ) STA 11 +42.2, 301.8' LT SPRINKLER CONNECTION 1- 8"x4" TEE, RJxFL 1- 4" GV, FLxRJ THRUSTBLOCK 5 LF 8" DI (RJ) STA 11 +36.2, 3017 LT 2" METER CONNECTION 1- 8"x4" TEE, FL 1- 4" GV, FLxRJ 1- 8" GV, FLxRJ 1- 8" ADAPTER, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B CONCRETE WALL PER STRUCTURAL PLANS STA 10+25.5, 299.7' LT 1- 8" DI 45' BEND, RJ THRUSTBLOCK 15PROPOSED WATER EASEMENT m 111� z� - "�, HEM\! milbi A09MV m 21 LF 4" DI (RJ) DETENTION 2" RPBA PER OVWSD VAULT DETAILS W-12A & W-12B P.O�a 2" WATER APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT 17 LF 8" DI (RJ) .7 I E4-V1 OQ STA 11 +86.4, 36.2' LT 8"x6" TEE, FIL 1- 6" GV, FLxRJ (HYDRANT) 1- 8" GV, FLxRJ STA 11 +86.3, 46. 0' LT 1- 8" ADAPTER, FLxRJ SPRINKLER CONNECTION 1- 3 LF 8" SPOOL, FIL 1- 8"x4" TEE, FL THRUSTBLOCK 1- 8" GV, FLxRJ 9 LF 61' DI (RJ) .1 U' 1- 4" GV, FLxRJ 1- 8" ADAPTER, FLxRJ 8 LF THRUST BLOCK 8" DI (RJ) E4-V10(0) I E4-V10p1_/ c) F4-RA I (]S -GS __ G-S _-_Lm_-m_GS --Zs- CIS-- ---as __j L ,,,_P.O.C. SPRINKLER PIPE 28 LF 4" DI (RJ) NEW BUILDING NEW BUILDING P.O.C. S 2" RPBA PER OVWSD FFE 460.00 FFE 460.00 DETAILS W-1 2A & W-1 2B O\ P.O.C. 2" WATER 2" METER PER OVWSD DETAIL W-1 B E4411(111111111111 E4410L ff F11 . .. .. .. .. .. J I -Li -Fl= r,.TIrTIrrIrTII� 6. 6- ILIIULLII E441 OK IEI I 1H] I M I I ::I I F71 I El I El IT I LL� MI I T1 MI N p IIIF p III I U 1._� !LIL LI& �co U_ \j L) �j L) rp �j L) _j 0") 2" METER PER OVWSD C) ca NEW BUILDING DETAIL W-1 B L FFE 460.00 Li 1 2" RPBA PER OVWSD STA 10+ 11.6, 285.7' LT 2" METER PER DETAILS W-1 2A & W-1 2B 1- 8" DI 45' BEND, RJ 10'MIN. OVWSD DETAIL W-1 B c/) (AT 2 LOCATIONS) THRUSTBLOCK SEPERATION C/) 2" METER PER P.O.C. SPRINKLER PIPE OVWSD DETAIL W-1 B I r P.O.C. SPRINKLER PIPE I= 4 /-28 LF 4" DI (RJ) 28 LF 4" DI (RJ) I T 1! 11, L E4-V1 OG - 0 co El STA I STA 11 +86.6, 17.5' LT CD 1 - 1 0"X8" TEE, FLxRJ TO ACCEPT8"SPOOL 2- 10" GV, FLxRJ 1j) 2- 10" SPOOLS 2 - 10" LP SLEEVES, RJ FOR CONNECTION TO EXISTING 1- 8" SPOOL, LENGTH AS D cD REQUIRED TO PLACE VALVE BEYOND CURB THRUST BLOCK FF, Mill FIRI 34 LF 4" DI (RJ) 2" METER PER 'WSD DETAIL W-113 NEW BUILDING FFE 460.00 (3) FDC LOCATIONS MINE 5555 MINA 0 �, I I I -MIXIMTH112-m I I 1311 --' 95 -11 mall! /ss- /ss s S E4-V1 01 - --- - - - - - - - - - - - - - - - - - AA -AA -AAIW----L-AA -AA -AA -AA -AA �>_ �c� I' / 130 LF 8" DI (RJ) 7 -- - - - - - - - - - - - - - - - - - - E4-V1 0 t=4-V I U L I , vr. I I Al 1, S ss S S SS F - - - L_ E4-V10D ------------------ . - - -m -m -m -m __� - �--m � "11- 7 2�H m - -- - - - - - - - 85 LF 81, D1 (RRJL - - - - - - - - SD SD -- SID ------ SID--- CENTER FULL z STA 10+ 13.2, 154.7' LT STA 10+13.6, 125.3'LT 9 LF 6" DI (RJ)77 LENGTH OF STORM SPRINKLER CONNECTION SPRINKLER CONNECTION PIPE OVER WATER 1- 8"x4" TEE, FL 1 - 8"x4" TEE, RJxFL FE4-8C�/ 77] 1- 8" GV, FLxRJ- 1- 4" GV, FLxRJ 1- 4" GV1 FLxRJ THRUST BLOCK STA 10+02.1, 38.5'LT X 1- 8" ADAPTER, FLxRJ _t�6 LF 8" DI (RJ) 1- FIRE HYDRANT - A THRUST BLOCK STA 10+13.4, 134.0'LT PER OVWSD DETAIL W-2 5 LF 8" DI (RJ)-J 2" METER CONNECTION - 8"x4" TEE, FL 1 1 STA 10+ 13.2, 148.6' LT 1 - 8" GV, FLxRJ 2" METER CONNECTION 1- 4" GV, FLxRJ 71 1- Wx4" TEE, RJxFL_j 1- 8" ADAPTER, FLxRJ 1- 4" GV, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) 1- 4"xZ' COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B PER OVWSD DETAIL W-1 B L15 LF 8" DI (RJ) &0 CID CD cn c n co cn U I cn CD c� a. E4_V10S (1) FDC LOCATION STA 11 +77.0, 36. 1' LT 1- FIRE HYDRANT PER OVWSD DETAIL W-2 0 STA 11 +49.5, 17.5' LT 2" M TER CONNECTION ,1_ 10 (%,I" TAPPING TEE 1- 4" GV, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B E441 OT a co co STA 10+38.6, 33.3'LT 1- 1" DCV PER OVWSD DETAIL W-1 1 co STA 10+35.9, 33.3' LT 1- 1" IRRIGATION METER PER OVWSD DETAIL W-1A E4-V1 0 rn STA 10+14.8,17.1'LT 1 - 1 0"X8" TEE, FLxRJ TO ACCEPT8"SPOOL 2- 10" GV, FLxRJ 2- 10" SPOOLS C) 2 - 10" LP SLEEVES, RJ FOR CONNECTION TO 0 co EXISTING 1- 8" SPOOL, LENGTH AS REQUIRED TO PLACE U) VALVE BEYOND CURB THRUST BLOCK E4-V1 OA co 20 LF 8" DI (RJ) E4-V10C STA 10+ 14.5, 38.6' LT 8"x6" TEE, RJxFL 1- 6" GV, FLxRJ (HYDRANT) 2- 8" GV, FLxRJ THRUSTBILOCK 0 BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55'55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVID 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1 -. PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' NOTES: 1. DCDA'S LOCATED IN MECHANICAL ROOM. SEE SPRINKLER DESIGN DRAWINGS. 2. BYPASS METER REMOTE DISPLAY ON EXTERIOR ON BUILDING. APPROVED FOR WA7FR cke SEWER CONS7RUC770N OLMPIC 14EW WAIER AND SEWER DISTRICT I i // 1// /-N- -, DISTRICT ENGINEER 6R'1AS§GNEE 202bAW 09:44:33-07'00' SUB,CCT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HA WNG JURISDIC 77ON REVISIONS co co TT-,, co" c"v) 00 (7) p, r- Lr) 0) W 0 4 C; L; 0).:T 0 W r4� Cf) 00 z (00(o > cl) cm cn z D W LL T_ Uj LU A- F- cn F-:' LU LU cc c\I F- r- cn c\1 00 z 0) W T- Lc) X LLF cn o 0 < M cc LU LO 04 0 C11- 1EN TO 00017 F_ U cn LU 0 LL cc cn LU cn LU z LU Z cn LU (n cn ca LU m CC a. F_ (D z LU 0 m 0 LU C14 Lc) cm T" LU 00 LU D 0 a. 3: 0 DATE: 5/1/23 JOB #: 21-208 Know what's below. Call before you dig. W1 m2 9 I P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\Wl.O SEWER WATER.DWG 5/1/2023 UNPUBLISHED WORK COPYRIGHT @ 2023 BY HARMSEN & A SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 1 460 1 455 1 450 1 445 1 440 20 LF 8" DI (RJ) 8"x6" TEE, RJxFL 1- 6" GV, FLxRJ (HYDRANT) [2- 8" GV, F xRJ THRUST BLOCK — DESIGN GROUND — -- — — — STING GROUND �� — — — — ——------1_ — — — — — — — — — — — 460 -------------- 2" METER CONNECTION tit 1- 8"x4" TEE, RJxFL PROPOSED 12" STO M. �Q LF 8" DI (RJ) 1- 4" GV, FLxRJ CENTER FULL LENGTH OF 1- 4"x2" COMPANION FLANGE (FIPT) STORM PIPE OVER WATER [19 455 85 LF 8" DI (RJ) 130 LF 8" DI (RJ) 109 LF 8" DI (RJ) EXISTING TELEPH NE SPRINKLER CONNECTION SPRINKLER CONNECTION EXISTING GAS 1- 8"x4" TEE, RJxFL 1- 8"x4" TEE, FL 1- 8" GV, FLxRJ 1- 8" DI 45° BEND, RJ 1- 8" DI 45° BEND, RJ 1- 4" GV, FLxRJ THRUST BLOCK THRUST BLOCK THRUST BLOCK 1- 4" GV, FLxRJ 450 1- 10"X8" TEE, FLxRJ TO _ 1- 8" ADAPTER, FLxRJ ACCEPT 8" SPOOL 6 LF 8" DI (RJ) THRUST BLO K 2- 10" GV, FLxRJ 5 LF 8" DI (RJ) 2- 10" SPOOLS 2 - 10" LP SLEEVES, 15 LF 8" DI (RJ) RJ FOR (CONNECTION T 445 EXISTING _ " METER CONNECTION 1- 8" SPOOL, LENGTH AS - 8"x4" TEE, FL REQUIRED TO PLACE - 8" GV, FLxRJ VALVE BEYOND CURB - 4" GV, FLxRJ 1- 8" GV, RJ - 8" ADAPTER, FLxRJ THRUST BLOCK - 4"x2" COMPANION FLANGE (FIPT) 440 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 WATERMAIN - PROFILE SCALE: H: 1 "=20' V: 1 "=5' SPRINKLER C ONNECTION 8"x6" TEE, FL 1- 8"x4" TEE, FL 1- 6" GV, FLxRJ (HYDRANT) --- � _— EXISTING GROUND 1 8"GV, FLxRJ 1-8"GV, FLxRJ L _ --------------- —_--- — — — — 1 4" GV, FLxRJ 1- 8" ADAPTER, FLx J DESIGN GROUND — — — — 1- 8" ADAPTER, FLxRJ 1- 3 LF 8" SPOOL, FL [THRUST 460 8"x6" TEE, FL _ _ — — — — —THRJUST BLOCK BLOCK 460 \ 1- 6" GV, FLxRJ (HYDRANT) 1- 8" DI 45° BEND, RJ THRUST BLOCK 1- 8" GV, FLxRJ 17 LF 8" DI (RJ) 455 THRUST BLOCK 455 109 LF 8" DI (RJ) 25 LF 8" DI (RJ) 251 LF 8" DI (RJ) 8 LF 8" DI (RJ) 2" METER CONNECTION 1- 8" DI 45° BEND, RJ EXISTING TELEPHONE 1- 8"x4" TEE, FL THRUST BLOCK EXISTING GAS 450 1-4" GV, FLxRJ 1- " GV, FLxRJ 1 5 LF 8" DI (RJ) 9 LF 8' DI (RJ) 1- 10"X8" TEE, FLxRJ TO AC2 E 450 1- 8" ADAPTER, FLxRJ I 0" GV,FLxRJ 1- 4"x2" COMPANION 2- 10" SPOOLS FL NGE (FIPT) 2 - 10" LP SLEEVES, I I I RJ FOR CONNECTION TO 445 5 LF 8" DI (RJ) EXISTING 1- 8" SPOOL, LENGTH AS 445 SPRINKLER CONNECTION I I I REQUIRED TO PLACE 1- 8"x4" TEE, RJxFL VALVE BEYOND CURB 1- 4" GV, FLxRJ I I I 1- 8" GV, RJ THRUST BLOCK THRUST BLOCK 440 440 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 WATERMAIN - PROFILE SCALE: H: 1 "=20' V: 1 "=5' 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' APPROVED FOR W14 7ER & SEWER CONSTRUCTION OL YMPIC VIEW Ni4 7FI2 AND SEWER DISTRICT i DISTRICT ENGINEER 0!{ A 'SIGNEE 20 0' SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDIC77ON UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS co co r co" M W O M , , � V7 W T O ti M 00 Z W c (D o > Coco Z D Q W Cn w Uj O w A-H N I— w w CC N i— ti cn 04 00 Z (3) Q WLO aQ C T G X w NOO W m CC Z �O 04 ra EN TON''-y " w w �I H U J cn W p � oc W J � cc/) w _j wZFcni-L w cn� cao a F_°z wa = Q N Q LV T w �a Za0N0 LU Fn > D (U O a J O DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 3 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 SIDE SEWER SPECIFICATIONS 1. ALL PRIVATE SIDE SEWER CONSTRUCTION REQUIRES A PERMIT AND THE PAYMENT OF A FEE. THE PERMIT APPLICATION WILL REQUIRE THE COMPLETE LEGAL DESCRIPTION, ADDRESS, AND THE DIMENSIONS OF THE PROPERTY TO BE SERVED. 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY MUST BE DONE BY A LICENSED SEWER CONTRACTOR, AFTER PAYMENT OF ALL APPLICABLE FEES AND PERMITS ISSUED BY AGENCY OF JURISDICTION. 3. ALL HOUSE PLUMBING OUTLETS MUST BE CONNECTED TO THE SANITARY SEWER. 4. NO DOWNSPOUT, FLOOR DRAINS, OR STORM DRAINAGE MAY BE CONNECTED TO THE SANITARY SEWER. 5. MATERIAL PIPE -GASKET JOINTED PVC-SDR 35 OR ASTM D-3034 -GASKET JOINTED DUCTILE IRON CLASS 50 FITTINGS -GASKETED PVC ASTM D-3034 -DUCTILE IRON MJ AWWA C153 *ALL FITTINGS MUST BE GASKETED 6. MINIMUM SLOPE: 4-INCH DIAMETER PIPE - 2% (1/4 INCH FALL PER FOOT) 6-INCH DIAMETER PIPE - 2% MINIMUM GRADE MAXIMUM SLOPE: ALL PIPE 45' 7. PIPES SHALL BE LAID IN STRAIGHT LINE BETWEEN BENDS. MAKE ALL CHANGE IN LINE OR GRADE WITH LESS THAN OR EQUAL TO 45 DEGREES. 8. INCREASES IN PIPE SIZE SHALL BE MADE BY MANUFACTURED FITTINGS. 9. PIPE SHALL BE BEDDED FROM UNDISTURBED TRENCH WALL TO UNDISTURBED TRENCH WALL ON EACH SIDE OF THE PIPE AND FROM 2 INCHES BELOW TO 2 INCHES ABOVE THE PIPE WITH PEA GRAVEL. 10. THE SIDE SEWER SHALL BE INSPECTED BY DISTRICT STAFF PRIOR TO BACKFILLING. THE SIDE SEWER SHALL BE PLUGGED AND TESTED BY FILLING WITH WATER OR AIR. LEAKAGE RATE SHALL NOT EXCEED 0.31 GAL/HOUR FOR 4-INCH PIPE AND 0.47 GAL/HOUR FOR 6-INCH PIPE, PER 100 FEET OF PIPE FOR WATER OR MUST MAINTAIN 4 POUNDS OF PRESSURE FOR A MINIMUM OF FIFTEEN (15) MINUTES. A DISTRICT INSPECTOR SHALL OBSERVE REMOVAL OF THE PLUG. 11. SEWER LINES SHALL HAVE A DISTRICT APPROVED CLEANOUT INSTALLED AT EVERY COMBINATION OF FITTINGS TOTALING 90 DEGREES, AT LEAST EVERY 100 FEET, AT EVERY INCREASE/DECREASE IN PIPE SIZE, AND NO MORE THAN 3 FEET FROM THE FOUNDATION OF THE BUILDING. 12. A 6-INCH SIDE SEWER WILL BE ALLOWED TO SERVE A MAXIMUM OF FOUR (4) SINGLE-FAMILY RESIDENCES. 13. A 4-INCH SIDE SEWER WILL BE ALLOWED TO SERVE ONLY ONE (1) SINGLE-FAMILY RESIDENCE. 14. PARALLEL WATER AND SEWER LINES SHALL BE SEPARATED BY 10 FEET HORIZONTALLY WHENEVER POSSIBLE. WATER AND SEWER LINES SHALL HAVE A VERTICAL SEPARATION OF 18 INCHES IF A CROSSING IS NECESSARY.THE SEWER LINE SHALL NOT CROSS OVER THE TOP OF A WATER LINE. 15. RIGHT-OF-WAY RESTORATION SHALL EQUAL OR EXCEED THE ORIGINAL CONDITION, AS APPROVED BY AGENCY OF JURISDICTION. 16. TRENCH BACKFILL UNDER PAVED AREA SHALL BE 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE; FULL TRENCH DEPTHS COMPACTED IN 12-INCH LIFTS. 17. TEMPORARY REPAIRS OF A SIDE SEWER REQUIRE THE SIDE SEWER TO BE CUT AND CAPPED AT THE EASEMENT/ PROPERTY LINE. CAP TO BE PVC PLAIN END PLUG OR OTHER APPROVED WATERTIGHT PLUG. NO MECHANICAL PLUGS. ABANDONMENT OF A SIDE SEWER REQUIRE THE SIDE SEWER TO BE CUT AND CAPPED AT THE MAIN. 18. CONNECTION OF A SIDE SEWER TO AN EXISTING OR NEW STUB REQUIRES A CLEANOUT INSTALLED AT THE EASEMENT/PROPERTY LINE. 19. EXISTING SIDE SEWERS PROPOSED TO BE REUSED MUST BE CCTV'D AND VIDEO PROVIDED TO DISTRICT FOR REVIEW. EXISTING SIDE SEWERS REPAIRED BY CIPP MUST BE CCTV'D AND VIDEO PROVIDED TO DISTRICT FOR REVIEW. OLYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL 03LYMPIC VIEW r _ SIDE SEWER SPECIEICATI❑NS ATE SCALE DWG NO. 12/1/21 NTS S-1 SURFACE RESTORATION J IN ACCORDANCE WITH REQUIRED STANDARDS TRENCH BACKFILL MATERIAL - SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL PIPE PIPE BEDDING MATERIAL- - FOUNDATION GRAVEL REQUIRED ONLY UPON OVER EXCAVATING OR UNSUITABLE MATERIALS TABLE "A" TRENCH BOTTOM DETAIL 6" PIPE -2'-6" 8" PIPE -2'-6" 10" PIPE -3'-0" 12" PIPE -3'-0" 16" PIPE -3'-6" 18" PIPE -4'-0" 24" PIPE -4'-0" 8" MIN. MINIMUM TRENCH I Lw SEE TABLE "A" PIPE BEDDING 6" MIN 1- KEEP TRENCH BOTTOM COMPACTED WITH UNIFORM GRADE. NO TEMPORARY SUPPORTS I.E. BLOCKS, ALLOWED TO SUPPORT PIPE. TRENCH BOTTOM SHALL BE TO GRADE PRIOR PIPE BEDDING 4"-6" TO PIPE INSTALLATION. 1 NOTES: 1. SURFACE RESTORATION IN ACCORDANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW TRENCH SECTION DETAIL DATE SCALE DWG NO. 12/1 /21 NTS S-16 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 w z J Of w IZ 191 Z 0 in SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. (FOR FUTURE DEVELOPEMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 STAKE AT OR ABOVE FINISHED GRADE. LOCKING LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) 6" WYE AND 45' BEND 6" LATERAL SEWER LINE SLOPE- 50%MMAX TO INSTALL BURIED METALLIC MARKER TAPE 3' ABOVE PIPE. TAPE SHOULD READ "CAUTION BURIED SEWER BELOW". CARLTON IND., BLACKBURN MFG. CO. OR EQUAL. 2 PVC PLAIN END 6" SEWER LATERAL SHALL BE THE �\ 6" TEE. SAME MATERIAL AS THE MAIN LINE f 45 ANGLE OR OTHER APPROVED (EXCEPT CONCRETE) PVC, EPDXY MAX. WATERTIGHT PLUG LINED D.I., C900 OR HDPE. CONCRETE POURED SEWER MAIN IN PLACE FOR SEWER LATERAL NOTES: OVER 15% SLOPE 1. CONTRACTOR TO PROVIDE ALL MATERIALS, TRAFFIC CONTROL, PERMITS, FLAGGING, 4 CONCRETE PIPE: SHORING AND MISCELLANEOUS WORK TO TAP THE MAIN AND INSTALL THE SIDE SERVICE. CUT -IN A NEW TEE WITH MECHANICAL COUPLINGS. ROMAC STYLE "CB" SEWER 2. FOR DUCTILE IRON PIPE IN SADDLE TAPS MAY ONLY BE USED ON RIGHT- OF -WAY & EASEMENTS, CONCRETE PIPE IF GIVEN SPECIFIC USE RESTRAINING DEVICE AS DISTRICT APPROVAL. SPECIFIED BY THE DISTRICT. 5. PROVIDE DISTANCE IN FEET FROM 3. FOR TAPS ON: TEE/SADDLE TO DOWNSTREAM MANHOLE TO DI USE SST ROMAC, SMITH BLAIR, OR THE DISTRICT. FORD TAPPING TEE. PVC, USE ROMAC CB TEE W/SST CLAMP, HDPE CONSULT THE DISTRICT. LOLYMPIC VIEW WATER & SEWER DISTRICT OLYMPICVIEfN REVISIONS STANDARD DETAIL TYPICAL SIDE SEWER DATE SCALE DWG N0. 11/18/21 NTS 3-2 POURED IN PLACE 6" MANHOLE FRAME & COVER 6„ 3000 PSI CONCRETE MINA- MINT COLLAR 8" MINIMUM, OR DEPTH 1 " LID FLUSH i . , OF ADJUSTMENT RINGS, ; ,.. ,.. , . " '' '' ' WITH ASPHALT .:' .. .. WHICHEVER IS GREATER:' - ADJUSTMENTS 2" OR GREATER TO BE MADE WITH 2" OR 4"X24" DIAM. PRECAST CONC. ADJUSTMENT UNDISTURBED RINGS 8"-20" PLASTER INSIDE AND MATERIAL OUTSIDE FACE WITH 1/2" THICK NON -SHRINK GROUT (NO WOODEN SHIMS) MANHOLE FRAME & COVER POURED IN PLACE 3000 PSI CONCRETE COLLAR SEWER PIPE LAMPHOLE / CLEAN -OUT NOTES: INSTALL MINIMUM 3" OF 1/2" HMA MATCH NEW HMA WITH EXISTING HMA. TACK EDGE & CONCRETE PRIOR TO PLACING HMA. SEAL ASPHALT PATCH WITH AR 4000W PAVING ASPHALT CEMENT & SAND AFTER SEALING. ALL MATERIAL REMOVED BELOW HMA IS TO BE REPLACED WITH CONCRETE INSTALL MINIMUM 3" OF 1/2" HMA MATCH NEW HMA W/EXISTING HMA AND VALVE BOX. TACK EDGE & CONCRETE PRIOR TO PLACING HMA. SEAL ASPHALT PATCH WITH AR 4000W PAVING ASPHALT CEMENT & SAND AFTER SEALING. 1. A CONCRETE COLLAR IS REQUIRED ON ALL INSTALLATIONS. IN UNIMPROVED OR UNPAVED AREAS, INSTALL THE CONCRETE COLLAR TO FINISH GRADE AS FOLLOWS: MANHOLE: 6 FT DIA. 6 IN THICK LAMPHOLE/CLEANOUT: 2 FT DIA. 6 IN THICK UNLESS OTHERWISE DIRECTED BY THE DISTRICT. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL VALVE BOX COLLAR DATE SCALE DWG NO. 12 1 21 NTS S-17 LLJ Z J BUILDING BUILDING Le CLEANOUT NOT o z TO EXCEED 3FT FROM CLEANOUT WITH 45' a FOUNDATION BEND AND CAP ---� vwi GENERAL CLEANOUT�=� NOT TO EXCEED 100' BETWEEN CLEANOUTS 12 ASPHALT SURFACE CLEANOUT (WYE W/ CAP & LAMPHOLE COVER) 12 LAMPHOLE COVER LLJ w [TO MATCH EXISTING 0_ �J GRADE d 12" PVC SLEEVE 6" RISER WYE AND 45' BEND _6" DISTRICT STUB 4" OR 6" SIDE SEWER CLEANOUT DETAIL AT PROPERTY LINE & BUILDING LAMPHOLE COVER 6" RISER-1/4 ISER 12" PVC SLEEVE PVC CAP. REMOVE 1- -7 GASKET PRIOR TO NOTE: INSTALLATION. SIDE SEWER JOINTS SHALL BE TYPICAL CLEANOUT GASKETED UNDER ASPHALT OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL_ OLYMPIC VIEW SEWER CLEAN❑UT DETAIL DATE SCALE DWG NO. 11/18/21 NTS S-3 I FIRE HYDRANT W/ 4' STORZ ADAPTER PER MANUFACTURERS RECOMMENDATIONS 10 MIL, PLASTIC BETWEEN ' HYDRANT, BLOCKING AND } OVER WASHED ROCK I 1/4 C.Y. 1-1/2"� WASHED ROCK VALVE BOX W/SLIDE EXTENSION. ALIGN TABS ON LID WITH THE DIRECTION THE MAIN IS INSTALLED. 4" x 4" x 8" BRICKS UNDISTURBED EARTH, TYPICAL RESTRAINED FITTINGS D.I. PIPE, SIZED PER RUN FROM MAIN SEE DESIGN GUIDELINES 6" RESILIENT WEDGE GATE VALVE BLUE,DOUBLE-SIDED MARKER PLACE OFF CENTER OF ROAD TOWARDS HYD.---\ SET VALVE BOX ON ETHAFOAM 3'x3'x4" PAD, 2" THICK (TYP.) CONCRETE PAD RESTRAINED FITTINGS OR CONCRETE THRUST BLOCKING �O g Q-8 NOTES: 1. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. 2. IN AREAS WHERE VALVE IS LOCATED OUTSIDE OF PAVEMENT, STENCIL DISTANCE TO VALVE ON HYDRANT WITH 2" BLACK NUMERALS 6" FLANGED TEE 4" x 4" x 8" BRICK OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL FIRE HYDRANT ASSEMBLY DETAIL DATE SCALE DWG NO. 11/29/21 NTS W-2 FIN FOR PIPE BEDDING EASEMENT USE NOTES: 1. TRENCH BACKFILL SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS. 2. RING AND COVER SHALL BE EJIW MFG. CO. MODEL NO. 00366107. 1 nruiNic ri FAN' -PUT RING & COVER SS STEEL HEAD CAP 5" COVER TO HAVE IANDLE. SEE NOTE 2. �T ETE E NON -HANDLE fLE FOR AREAS H FOOT TRAFFIC. ISHED GRADE 'E MATERIAL SAME MAIN LINE DISTURBED EARTH "LENGTH QUIRED OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW LAMPHOLE DETAIL ` DATE SCALE DWG N0. 11/18/21 NTS S-12 APPROVED FOR WA 7T,R It SEWER CONSTRUCTION OLYMPIC VIEW N A 7ER AND SEINER DISTRICT l DISTRICT ENGINEER nndd 77F� AS GNEE 2023'05.113 09:45:12 07'00' SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDIC77ON UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, r O M O Lo W 0 , � M In O -:t O W ti M 00 O O O O O VO \ v m: Z < W LL Z� T W F- twr H W r W cc N F- ~ cf) N 00 Z_ (7) Q (G `Q C T G LO Ilk x W NOO Wmcc 1W Z LO N T- EN TO `Z"��t fir; ha w �I U 0 It J J T Q W H 0Uj U- cc 0 W JU)ccnna it W Z 0 LU m0 oC a O cl 0 H cn =aLo �LU Z a cm W w 5; CO 0 > a 02 0 = aJ 0 J 0 DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 4 NOTES: FILLING, FLUSHING, DISINFECTION AND FINAL CONNECTIONS SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "NEW WATER MAIN CHLORINATION, FLUSHING, PRESSURE/LEAK TESTING, SAMPLING AND TIE-IN PROCEDURES." NEW SECTIONS OF WATER MAIN THAT ARE INSTALLED WHEN EXPANDING A DISTRIBUTION SYSTEM MUST BE SEPARATED FROM THE EXISTING SYSTEM. UNTIL SATISFACTORY FLUSHING, DISINFECTION AND BACTERIOLOGICAL SAMPLING HAS BEEN COMPLETED, THE NEW WATER MAIN MUST BE CONSIDERED CONTAMINATED. AN APPROVED METER AND BACKFLOW PREVENTION ASSEMBLY MUST BE USED ON THE SUPPLYING WATER LINE WHEN FILLING THE NEW WATER MAIN DURING DISINFECTION AND FLUSHING. THE METER AND BACKFLOW PREVENTION ASSEMBLY AND SUPPLY PIPING MUST BE REMOVED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. AFTER SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED FROM THE NEW WATER MAIN, SECTIONS OF CONNECTING PIPE MUST BE INSTALLED BETWEEN IT AND THE EXISTING SYSTEM. BEFORE INSTALLATION, THE INTERIORS OF ALL PIPE AND FITTINGS USED TO MAKE THE CONNECTION MUST BE SWABBED OR SPRAYED WITH A 1% AVAILABLE CHLORINE SOLUTION. NOTE: REFER TO THE DISTRICT'S "NEW WATER MAIN CHLORINATION, FLUSHING, PRESSURE/LEAK TESTING, SAMPLING, AND TIE-IN PROCEDURES" FOR DETAILED PROCEDURES AND REQUIREMENTS. APPROVED RPBA BACKFLOW PREVENTION ASSEMBLY HYDRANT ON EXISTING �I� ~ WATER MAIN NEW HYDRANT FLUSHING / DISCHARGE ALTERNATIVES -\ 2" I.P. TEMPORARY NEW HYDRANT TEE ----/ TEMPORARY CAP -----/ TEMPORARY TEST BLOCKING OR WATER MAIN TEST BLOCKING OR RESTRAINED CAP RESTRAINED CAP OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL_ WATER MAIN FILLING DETAIL DATE SCALE DWG NO. 10/16/18 NTS W-3 TOP VIEW TEST COCKS W/ PVC PLUGS (4 REQ'D) RESILIENT SEATED SHUTOFF VALVES (2 REQ'D) 91 MIN 12" CLEARANCES AROUND ADEQUATE GRAVITY BACKFLOW PREVENTER - ALL PV " MIN DRAINAGE SYSTEM REQUIRED SIDES, TOP AND BOTTOM MAX W/ APPROVED AIR GAP j GROUND/FLOOR SIDE VIEW NOTES: 1. APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY TO LAY HORIZONTAL ONLY. 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER. 4. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. 5. MUST BE ACCESSIBLE. 6. MUST BE PROTECTED FROM FREEZING CONDITIONS. 7. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL. 8. MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE DISTRICT. (ABOVE GROUND INSTALLATION ONLY) OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW REDUCED PRESSURE BACKFLOW ASSEMBLY UP TO 2' (RPBA) DATE SCALE DWG NO. 12/1/21 NTS W-12A P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. HORIZONTAL BLOCKING Pipe BEARKG--AREA 6F BLOCK SQ.FT. Size DIA. TEES & 90' 45' 22-1 /2' IN. BENDS BENDS BENDS BENDS 4" 3 1 1 1 6" 4 4 2 1 8" 7 6 4 2 10" 11 10 6 3 12" 16 14 9 5 NOTES APPROVED RESTRAINED FITTINGS MAY BE USED IN PLACE OF THRUST BLOCKING. LENGTH OF RESTRAINT TO BE APPROVED BY DIST. ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL BEARING AREA AT FITTINGS NOT GIVEN IN BEARING TABLE SHALL BE AS DIRECTED BY THE ENGINEER. WHEN POURING AGAINST PLUGS AND BLIND FLANGES COVER FLANGES & BOLTS WITH 10 MIL PLASTIC TO KEEP CONCRETE OFF BOLTS. LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL THRUST BLOCKING DATE SCALE DWG NO. 10/16/18 NITS W-4 Z ENCLOSURE "HOT BOX" OR EQUAL J REDUCED PRESSURE BACKFLOW o 1 (ASSEMBLY (RPBA) [ifw 120 VOLT ELECTRICAL OUTLET o FOR HEAT TAPE, INSTALL HEAT a TAPE FOR FREEZE PROTECTION. -�{ 3" MIN 120 VOLT ELECTRICAL UNION OUTLET FOR HEAT NION CENTER BACKFLOW TAPE. INSTALL 3" MIN. PREVENTER IN HEAT TAPE FOR 3/8"x4" ANCHOR BOLTS O ENCLOSURE CO FREEZE (PER MANUFACTURER) PROTECTION. 3" MIN. CONCRETE SLAB z DRAIN z (2000 PSI MIN) SEE NOTE 5 4" MIN r 2 FINISHED GRADE 6" MIN ' " 1 'PVC ''" "��PVC SLEEVE '�--6X6 FREE DRAINING GRAVEL SLEEVE (TYP) W2.9xW2.9 WWF TYPE K COPPER (TYP) z SUPPORTS (WELDED WIRE FABRIC) OR APPROVED TYPE K COPPER EQUAL (SIZE AS REQ) OR APPROVED (TYP) EQUAL (SIZE AS REQ) CONNECT TO WATER (TYP) METER IMMEDIATELY ADJACENT TO RPBA FLOW TO OWNER'S ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS SIDE VIEW FRONT VIEW (METER SIDE) NOTES: 1. PROVIDE DISTRICT APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA OR RPDA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. MUST BE TESTED AFTER INSTALLATION AND YEARLY BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE DISTRICT. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8. 6. ENCLOSURES SHALL BE LOCATED ON PRIVATE PROPERTY. 7. SLEEVE SHALL BE ONE NOMINAL SIZE DIAMETER LARGER THAN PIPE BEING SLEEVED. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW REDUCED PRESSURE BACKFLOW ASSEMBLY UP TO 2' (RPBA) `- DATE SCALE DWG NO. 12/1/21 NTS 7 W-12B SEE TRENCH SURFACE RESTORATION DETAIL / // O SUBSEQUENT BACKFILL �� N / o INITIAL BACKFILL WIDTH EQUALS PIPE O.D. +16" FOR MAIN LINE CONSTRUCTION OR 24" OR LESS FOR SERVICE LINE INSTALLATION r .r NOTE: ASPHALT RESTORATION SHALL BE IN ACCORDANCE W/ AGENCY OF JURISDICTION for: SNOHOMISH COUNTY CITY OF EDMONDS TOWN OF WOODWAY BACK FILL MATERIAL SHALL CONSIST OF: 1. 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% MAXIMUM DRY DENSITY ASTM D698 METHOD "D" UNDER ASPHALT FOR STREET CROSSING. 2. TYPE "C" MATERIAL WITH CLASS II PLACEMENT AND COMPACTION FOR UNDER ASPHALT RUNNING PARALLEL WITH STREET. 3. TYPE "C" MATERIAL WITH CLASS I PLACEMENT AND COMPACTION FOR STREET SHOULDERS. 4. TYPE "D" MATERIAL WITH CLASS III PLACEMENT AND COMPACTION FOR ALL OTHER AREAS. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL_ TRENCH DETAIL DATE SCALE DWG NO. 10/16/18 1 NTS W-6 �- METER TO BE SUPPLIED AND INSTALLED BY DISTRICT METER AND SETTER TO BE CENTERED VERTICALLY & HORIZONTALLY IN BOX. CONNECT TO PRIVATE SERVICE. DESCRIPTION SERVICE SADDLE 1" CORPORATION STOP 1" COPPER TUBING COPPER METER SETTER METER BOX COMP. x COUPLING (HORIZONTAL OR VERTICAL INLET) INSTALL BURIED METALLIC MARKER TAPE. TAPE SHOULD READ "CAUTION BURIED WATER BELOW". CARLTON INDUSTRIES INC., BLACKBURN MFG. CO. OR EQUAL. NOTES: 1. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. 2. PROVIDE BLOCK OUT FOR METER BOXES IN DRIVEWAYS. PREAPPROVAL REQUIRED. SEE DWG W-14 OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD- DETAIL WATER METER AND 1-INCH SERVICE C❑NNECTI❑N DETAIL DATE SCALE DWG NO. 11/29/21 NTS W-1A REINFORCED CONCRETE _ MARKER POST STAMPED V NOTES: 1. INSTALL AT ALL VALVES NOT LOCATED WITHIN WITH 'V" AND DISTANCE 18"-22" W A PAVED AREA, TO VALVE TO THE NEAREST FOOT STENCILLED E 2. THE LETTER V AND THE WORD WATER SHALL BE WITH WHITE 2" NUMERALS R CAST IN THE FACE OF THE MARKER FACING THE 77 VALVE WITH THE DISTANCE TO THE VALVE PAINTED ON THE MARKER WITH WHITE ENAMEL PAINT. 3. PAINT THE ABOVE GROUND PORTION WITH 2 COATS OF OLD CAT YELLOW RUST-OLEUM 7448402, MILLER PAINTS 12LWO239 OR EQUAL. X%\r 4. MARKERS SHALL BE DIRECT BURY. 5. 66" CARSONITE, HANSON TRI-FLEX, OR EQUAL MAY BE USED UPON APPROVAL BY THE DISTRICT. SIDE FRONT VALVE MARKER POST 9" ROUND REINFORCED CONCRETE GUARD POST, 6'-0" LONG MIN. EQUAL TO RENTON CONCRETE PRODUCTS OR 6" DIAMETER DUCTILE IRON PIPE FILLED WITH CONCRETE. INSTALLED ONLY WHERE DIRECTED. ( 18O " FIRE HYDRANT 0 / O \ I O + I \FIRE HYDRANT o / If �I 18 CONCRETE ,I POST 36" 1�\ � 36" NOTE: GUARD POST IF CONCRETE IS NOT SPECIFIED, EARTH BACKFILL G TO BE COMPACTED. L- 11 L PLAN NOTES HYDRANT GUARD POST ELEV N -1 4" 1. WHERE FACE OF CURB IS LESS THAN 3 FEET FROM CENTER 3. PAINT THE ABOVE GROUND PORTION WITH 2 OF HYDRANT, INSTALL MINIMUM 2 AND UP TO 4. COATS OF OLD CAT YELLOW RUST-OLEUM INSTALL GUARD POST AS DIRECTED. 7448402, MILLER PAINTS 12LWO239 OR EQUAL. 2. LOCATE GUARD POSTS AS SHOWN ON DRAWINGS 4. HYDRANT GUARD POSTS SHALL BE DIRECT BURY. OR AS DIRECTED BY DISTRICT. DO NOT BLOCK 5. GUARD POSTS ARE INTENDED TO PROTECT HYDRANT ACCESS TO PORTS. FROM SPEEDS LESS THAN 25 MPH, SUCH AS RESIDENTIAL STREETS & PARKING LOTS OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW VALVE MARKER / GUARD POSTS NOW DATE SCALE DWG NO. 11/29/21 NTS W-7 APPROVED FOR WA ITR dt SEWER CONSTRUCTION OL YMPIC VIEW WA IFF. AND SEINER DISTRICT DISTRICT ENGINEER UR A SIGNEE 202�(�53 09:45:32 07'00' SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.' REVISIONS V, V, r co" M 0) LC) W 0 , , In � M ��O W ti O M O (D O OOr,O \ () / ��� v /Y Z Q W LL O T W cn H W r W cc N F- ~ cn N O Z_ (3) C T G LO _ X LL No0 WmCC 1W • Z LO N ra EN TON�ti 3 fi r; 'All ha w 7 �0 U Q cc J J c Q LU 0 W P cn LU it LUZ�� cno LU LU X0 oC a 0 c)0 �cn =aLo �w Z a cm W w > OO U cn > a V � O = aJ 0 J 0 DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. Wl ■ 5 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. PROVIDE BLOCK OUT FOR — METER BOXES IN DRIVEWAYS PREAPPROVAL REQUIRED SEE DWG WD 4B THRUST BLOCK SIZED FOR 4" TEE SEE WD-11 MAIN 36" MIN, COVER MIN. COVER UNDEi DITCH / + 18" I 1 R 10"-12" SEE NOTE B PUBLIC I PRIVATE 30" MIN. COVER t2��INSTALL 3 BURIED METALLIC MARKER TAPE. TAPE SHOULD READ "CAUTION BURIED WATER BELOW". CARLTON INDUSTRIES INC., BLACKBURN MFG. CO. OR EQUAL. NO. ITEM 1 DISTRICT APPOVED 2 4 R W GATE VALVE FL X FL 4" X 2" COMPANION FLANGE FIPT) 3 2 MUELLER 110, FORD GRIP J 0 AY MCDONALD 4753 MIPX Q ADAPTER 4 2" PLASTIC CHEDULE 40 5 2" bAUUtK KILUUINUALL. MILILK SUPPLIE 6 REFER TO OVWSD APPROVED MATERIALS LIST FOR METER BOX TYPE 7 2" TYPE K COPPER PIPE (SOFT) 8 CAST—IRON VALVE BOX 9 2" FORD VI3H87--5Hb-11—//—NL AY McDONALD 730 08WDFF-776 OR APPROVED EQUAL 10 2" BRASS NIPPLE 6" LONG MIN. (MIPT) 11 2 BRASS ' 12 2 =NIPPLE3" LONG MIN_ 13 2 BRASS UNION IP 14 2 �S� NIPPLE ENn T) RACK DE SInFWALK IF NECESSARY NOTES: A. NO SPLICES ALLOWED UNLESS APPROVED BY DISTRICT. USE MUELLER 110 OR FORD QUICK JOINT. B.OWNERS ARE RESPONSIBLE FOR INSTALLING PRESSURE REDUCER ON THEIR SYSTEM TO PROTECT THEIR FACILITIES FROM HIGH PRESSURE, UNLESS OTHERWISE SHOWN ON DRAWING. C. SURFACE RESTORATION IN ACCORDANCE WITH JURISDICTIONAL AUTHORITY. D.4" SAND BEDDING REQUIRED ON ALL COPPER. E. ALL FITTINGS SHALL BE "LEAD FREE" OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL_ WATER METER AND 2-INCH SERVICE C❑NNECTI❑N DETAIL DATE SCALE FiDiiG N0. 11/29/21 NTS I W-1B TEST COCKS (4 REQUIRED) NNz— TOP VIEW METER BOX EXIST GROUND SILI REENT SEATED SHUTOFF „� „« ­ SIDE VIEW GRAVEL (12" MIN) 1. APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH GROUND. 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. TEST COCKS MUST FACE UPWARDS FROM ASSEMBLY. 4. ALL TEST COCKS MUST BE PROVIDED WITH PVC PLUGS OR EQUAL. 5. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER. 6. THE DCVA CAN BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. 7. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. 8. MUST BE PROTECTED FROM FREEZING CONDMONS. 9. BRAND, MODEL AND SERIAL NUMBER OF ASSEMBLY MUST BE CLEARLY VISIBLE 10. THE BACKFLOW PREVENTION ASSEMBLY MUST BE APPROVED BY WSDOH/USC. MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. THE TEST REPORT MUST BE SENT TO THE DISTRICT. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS = STANDARD DETAIL DOUBLE CHECK VALVE ASSEMBLY UP TO 2' DATE SCALE DWG NO. 11 /29/21 NITS W-11 APPROVED FOR WA7F.F & SEWER CONSTRUCTION OLYMPIC VIEW WA T1.-.R AND SEWER DISTRICT DISTRICT ENGINEER OR AS ' GNEE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION REVISIONS co co r co" M , , W 0 M 1.17 O � O W ti M 00 Z W O O O \ O O (O Z a W cj) LL. U O W F- N I— W W CC 04 I— ti cn 04 00 z 0) Q W `Q C T G Lc) X LL Noo W mCC •z �o 04 ra *k EN TON''-y w 7 �I H U Q It J J cn Q W_ p H LL C 0 W J � c Q W W Z cLU o W �=o oCa � 0 m0 cf) =aLo �w ZacmmW w> U > a O V � = aJ 0 J 0 DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 6 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.