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HomeMy WebLinkAboutHendricks Street; Hastings to 27th Sewerline ExtensionI I s N I o o I I I zlz STA 0 +90+ MANHOLE RIM =214.0 - IE =210.84 20.00' 90.00' TING HOUSE EXISTING WATER SCALt 1 " =20' S 00'32'51 " E 110.00' N 00'32'51 " W 110.00' \ t-3I j FF= 2116.5+ METER Flj CAP to I EXISTING N o Iq co r ( j n f 10 BASE POINT CITY OF PORT GARAGE oO J CONCRETE 220 Z TOWNSEND CETNER LINE y Q cn I MONUMENT IN CASE N 00'32'51* W 110.00' O'N cc Ld 00 cn I 0 (n 117 ROAD JAN 2007) Ii I LOT 9 NI j EXISTING GROUND zo :: •. - .:: = S 00'32'51" E 110.00' LOT 2 I i 1+ j ------ I; f t y o o o Q o 0 146LF 8 " PVC 5 =0.05 o I o c 0 I s' 210 l cr tn W cn 210 O I 2j8 LL. w = . w co mss. R/W IK - - — N 00'32'51 " W 180.00' - - - - I HENDRICKS STREET0 i' 205 STA 1 +00 146LF 8 S =0.005 r STA 2 +00 D I EXISTING MANHOLE #1770 m STA 2 +36+ 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 m v I zRIM = 218.55' IE= 210.40' I D No N o N o SOUTHERLY EDGE 0 b o RIM =AT EXISTING b CUT AND PLUG N o D GROUND o ASPHALT S__ s - sue EXISTING 4" LINE LOT 10 t(A PLUG LOT 1 to SS- _ -9s- EXISTING CLEAN OUT CONCRETE PAD STA 0 +00 lcyj S- _ _ _ L4l i SELINE DECK U1 1 O ro p Q V r o EXISTING rn 216- Jg_ rn o R/W i rn I z oo MANHOLE IF71 EXISTING 4" RIM-216.62' SS o 216- o S°. D H Sp. I IE= 210.79' IET212 6+ 5' 4" PVC SEWER LINE EXIS I I s N I o o I I I zlz STA 0 +90+ MANHOLE RIM =214.0 - IE =210.84 i i i i i i i i i i i F R/W I TING HOUSE EXISTING WATER SCALt 1 " =20' j FF= 2116.5+ METER Flj CAP to I EXISTING N o Iq co r ( j n f 10 GARAGE oO J CONCRETE 220 Z Q N DRIVEWAY I N 00'32'51* W 110.00' O'N Ld 00 cn I 0 (n 117 ROAD 215 Ii I NI j EXISTING GROUND zo :: •. - .:: = S 00'32'51" E 110.00' I i 1+ j ------ I; f EiCISTIt G 86LF 8 '0 PVQ S -0.005 146LF 8 " PVC 5 =0.05 o I co I s' 210 l cr tn W cn 210 PLUG LL. w = . w r--------- mss. R/W IK - - — N 00'32'51 " W 180.00' - - - - I HENDRICKS STREET0 i' 205 STA 1 +00 146LF 8 S =0.005 r STA 2 +00 I ZSTA STA 2 +36+ 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 Z 0.1-96 D 8 "0 CLEAN OUT RIM =AT EXISTING N GROUND J t(A IE= 211.15 to L4l i 1 O p Q O i r R/w R/W i i i i i i i i i i i FR/W I r VICINITY MAP 20 0 20 40 60 m f i : s eau. zone CITY OF PORT TOWNSEND Z7-07 BM AT INTERSECTION OF HASTINGS AND GISE STREET; EXISTING BRASS DISC WITH X" IN WATER VALVE CASE EL= 183.94' LEGEND PROPERTY LINE CENTER LINE RIGHT-OF-WAY EDGE OF GRAVEL ROAD EDGE OF ASPHALT ROAD EXISTING WATER LINE SS- - - SSEXISTING SEWER LINE PURPOSED SEWER LINE Q MANHOLE O EXISTING POINTS AS NOTED (4) 113 WATER METER DESCRIPTION LOTS 1, 2, 9 AND 10, BLOCK 8 OF HASTINGS THIRD ADDITION TO THE CITY OF PORT TOWNSEND, RECORDED IN VOLUME 15 PAGE 37 OF THE RECORDS OF JEFFERSON COUNTY; SECTION 3. TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M. IN JEFFERSON COUNTY, WA. 4/23/07 AS —BUILT 2/27/07 REVISED SEWER LINE PER CITY OF PORT TOWNSEND CLIENT INFORMATION: JON VANCE ADDRESS: 1305 HASTINGS AVENUE TAX /PARCEL J: 957900801/3 ADDRESS: (PORT TOWNSEND, WA I TELEPHONE: 385 -4279 SANITARY SEWER EXTENSION PLAN AND PROFILE PORT TOWNSEND, WA SEC 3, TWNSHP 30N., RANGE 1W., W.M., JEFFERSON COUNTY, WA adailc®earthlink.net P.O. BOX 847 n.n a POULSBO, WA 98370 HONE: (360) 779 -6633 B.I. FAX: (360) 0779842-6123 7036 1 23 A.D.A.. ENGINEERING, LLC DRAWN: TJC CHECKED: HAA SCALE: 1 " =20' JOB No.:07 —E5727 DESIGN: ANM DATE: FEB 2007 SHEET 1 OF 2 1 FILE NO.: 22B HORIZONTAL SCALt 1 " =20' j VERTICAL SCALE 1=5' to I 220 Iq co r ( j f V) 4 oO 220 Q I O'N Ld 00 cn I 0 (n 117 ROAD 215 Ii I NI j EXISTING GROUND LIN___._.__. I i 1+ j ------ I; f EiCISTIt G 86LF 8 '0 PVQ S -0.005 VI 146LF 8 " PVC 5 =0.05 69 LF 16" PV S =0.021 210 k-8* 210 PLUG I i' 205 r I 1 205 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 r VICINITY MAP 20 0 20 40 60 m f i : s eau. zone CITY OF PORT TOWNSEND Z7-07 BM AT INTERSECTION OF HASTINGS AND GISE STREET; EXISTING BRASS DISC WITH X" IN WATER VALVE CASE EL= 183.94' LEGEND PROPERTY LINE CENTER LINE RIGHT-OF-WAY EDGE OF GRAVEL ROAD EDGE OF ASPHALT ROAD EXISTING WATER LINE SS- - - SSEXISTING SEWER LINE PURPOSED SEWER LINE Q MANHOLE O EXISTING POINTS AS NOTED (4) 113 WATER METER DESCRIPTION LOTS 1, 2, 9 AND 10, BLOCK 8 OF HASTINGS THIRD ADDITION TO THE CITY OF PORT TOWNSEND, RECORDED IN VOLUME 15 PAGE 37 OF THE RECORDS OF JEFFERSON COUNTY; SECTION 3. TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M. IN JEFFERSON COUNTY, WA. 4/23/07 AS —BUILT 2/27/07 REVISED SEWER LINE PER CITY OF PORT TOWNSEND CLIENT INFORMATION: JON VANCE ADDRESS: 1305 HASTINGS AVENUE TAX /PARCEL J: 957900801/3 ADDRESS: (PORT TOWNSEND, WA I TELEPHONE: 385 -4279 SANITARY SEWER EXTENSION PLAN AND PROFILE PORT TOWNSEND, WA SEC 3, TWNSHP 30N., RANGE 1W., W.M., JEFFERSON COUNTY, WA adailc®earthlink.net P.O. BOX 847 n.n a POULSBO, WA 98370 HONE: (360) 779 -6633 B.I. FAX: (360) 0779842-6123 7036 1 23 A.D.A.. ENGINEERING, LLC DRAWN: TJC CHECKED: HAA SCALE: 1 " =20' JOB No.:07 —E5727 DESIGN: ANM DATE: FEB 2007 SHEET 1 OF 2 1 FILE NO.: 22B