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19th to 20th and Grant Street Nomura Short Plat
0 sw M DOUBLE WA TER SERVICE, EXIST SSMH RIM= 18J 07 EXISTING LEGEND WA TER IMPROVED Z ONE EA CH FOR L 0 IS 5 & 6 08"0=174.47 w SS SEWER w W 3: y08'E)= 174.40 I STORM DRAIN o w © Q OD DOUBLE SEWER SERVICE ONE EACH WA TER SERVICE I STA 0 +00.00 Fp FIBER OPTIC FLOW LINE ROOF LEADER RL W 0) w v 4 FOR LOTS 5 & 6 METER FOR L 0 T 7 SSMH 1 (EXISTING) BUILDING LINE Z Vr N Ln MAKE CONNECTION TO EXIST SSMH EDGE GRA VEL 0.) ro WA TER SERVICE METER FOR RIM= 180.06 lE(8 "W) =174 21 EDGE PA VEMENT CENTERLINE 0 rryry c4 SD B PARCEL 948J1J5011948J1J502 CB I lE(SW)= 174.05 (PLUG) PROPERTY LINE EASEMENT EDGE V Z a SD _ 2 0TH S TREE T BSD SD lE(8 S)= 174.15 (NEW) SETBACK LINE W COW SS SS- - S SS lE(8 E)= 173. 87 LU cn m NTSS - SS WV y —VV w `y - r R,., WV WV Z per© ar caU r ASSUMED ROUTE OF WATER I _ Z a ' C FH SERVICE FOR PARCEL 948J1J501/948JIJ502 BOLLARDS W w o w T WM O Cn CABLE STUB FH RELOCATE (2) TELEPHONE RISERS POWER PEDESTAL Z r- ti NEW INFIL TRA TION a w r • GALLERY FOR LOT 6 4" SINGLE SEWER SERVICE TYP 1 OF ALONG THIS PIPE) 0. RE R i QS Al lNll G — LOT 7 I LOT 5 0 I I z o STA 3 +25.46 I I I I J w CD I SSMH J (STANDARD MH, I I LOT 6 I No TES. z O L z SEE DETAIL SHEET) I A S -BOIL TS OF SANITARYY SEWER AND WA TER FA CILI TIES co F- r RIM= 184. 4.J4 08 "SW)= 176.04 I , -_ J PROVIDED BY CLARK LAND OFFICE, SEQUIM, WA. ALL OTHER w a LU Q z lE(8'E)= 175.94 I IMPROVEMENTS SHOWN ARE IN ACCORDANCE WITH APPROVED M Q >_ I_.._.._.._. STA 1 +38.57 PLANS AND CITY OF PORT TOWNSEND STANDARDS, AS Lu w Z o I 186 -LF 8" SS 0 0.64q i SSMH 2 (STANDARD MH, W FLAT TOP, SEE DETAIL SHEET) REPOR TED B Y 0 WNER. w W v Z m r..- ..- o - v R1M= 177.51 lE8 »w= 174.81Q ) X IE(8 "N)= 174.71 SEE RECORDED PLAT FOR INFORMA TION REGARDING EASEMENT RIGHTS. c W Z o CO c/) Ch Qw I i J O M W Z J 10-LF 4" SINGLE SEWER SER VICE (LA T) (TYP OF J J Y Q J CLOZI LOT 4 i o ALONG THIS PIPE) v o uj L U o Z _ 10 -LF 4" SINGLE SEWER I © j SERVICE (LA T) LOT J LOT 2I LOT / I I I o C_ Z o cn O 0 TYP OF 1 I L AL NG THIS PIPE) I I I I F- 0 I j J Q r NCl) O a I o I o WA TER METER p j u_ O O TYPICAL OF 4 ALONG 19TH STREET ROW) v Q Z O H V O EL GP G GP`— UGP G Y GP—JG wv TR BLOW OFF C a.. d d T d O d Q Ld 0 a a' as d - -- FC ---- a > FO m d Qa _ ra Underground t- N o BEFORE Lo p arayd J UtilitiesQLocation Services Coll: TOLL FREE o U PRO,gOSEO S BY oTHE,rzs .) A 8 SS STUB v R A D C OVER I c J 1- 800 - 424 -5555 N 0 cv g Q Z o IRlM =1 9. IE NOT VERIF /ED L)I S THREE WORKING DAYS BEFORE DIGGING II m w t, o Lj Z m bi OHP PPPP OHP d OHP CBS OHP OHP P P APPROVED CN z z ww o Z oSTA4 +25.44 3s" aSS 4 (STANDARD MH, 2" WA TER MAIN C./) MAD, I I SEE DETAIL SHEET) S EET) BY w CITY OF PORT TOWNSEND o I RIM = 181.95 CITY ENGINEER w J 8 SW) =1lE( " .60 MAKE CONNECTION TO EXISTING WA TER NORTH o 10 20 40 DATE E(8 = 176.56 MAIN X83' II SCALE: 1" = 20' Plan approval expires: i 0 z 91