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HomeMy WebLinkAboutLynnesfieldLEGEND CB i GRASSY SWALE " "" ` 1 jA ASBUILT STORM SEWER CATCH BASIN TYPE 1 4UNOVEREDI11A © ASBUILT STORM SEWER CATCH BASIN TYPE 2EXIST /NG EXISTING STA + 0 10' L. lf) ____. ASBUILT STORM SEWER DITCH /SWALEMH# D -2 MH# D -3 EXl TING R /M3 .08' „ I II 2 MH D -4 /N II 1312ADS ORl EWAY l E l 12 "= 26.74' DAYLIGH OPENING p 1 ASBUILT SANITARY SEWER1.E. Uj' E 12 '=- r26.65' WITH TRA H RACK CB 4 5` / / y I -" S - I. E. =26.6 7 REVISED 10 ST 10 +75 10 L. A S.0' 7'UIL T A MH# D -5 R M= 35.09' GAP / /, / QP I I i - SANITARY SEWER STUBS I V IN NW= 31 \ I INV OUT SE= 31.64' / // Q P I I 4 C/O5I O SAN /TARP SEWER CLEANOUT EXISTING - - - - - - I 00 / I P If 10 pP of asNr ti.9 MH# D -1 / c' O MANHOLEo / - - - I / / II C ra CB #1 15' / / 12" ADS II 50STA: 6 +82.36 CB #3 // / DAYLIGHT OPENING I ASBUILT WATERLINEJIIIOFFSET- 0.0 L STA 7 +30 ':1 R. WITH TRASH RACK II 1 1lIELEV. = 30.57' RIM= 30.1 ?': .', STA 10 +75 10' R. ` 5 /. E. = 31.34' IR /M= 35.14' 'P II 2 FIRE HYDRANTcisiRtia `' N p7 ll i °„° p I II LE OUT E ;1: »= 26.94' I.E. ` REVISEDIaNAL . EXISTING I II CV is E. IN SW- 31.91 # MH D -6 If 11 I I SEWER LINE I I I d- Lt7 I.E. OUT SE= 31.8 I F EXPIRES Z• v? I I I II rr} I I 1 N WATERLINE VALVE II I - II 5 II DENOTES EXISTING CENTERLINE PROF /LE. NOTE.' I I I I I ,Q , N I i 6 WATERLINE BLOWOFF I ! :', EIS, 5 I 11 — — — — — ELEVATIONS SHOWN HEREON III I WERE CONVERTED TO CITY OF I CV I I REVISED 4 WATER METER (DOUBLE) DENOTES EXISTING 20' LEFT PROFILE. 11PORTTOWNSENDDATUMO NAVD'88) BY ADDING 3.66 FEET. II I I EXISTING 5 CB #10 (SOLID LID) 5 ®- WATER METER (SINGLE) DENOTES EXISTING 20' RIGHT PROFILE. 1 STA 12+10 5 L. 11 II WATER LINE ASBUILT 8.5'f WIDE O ` B . : C • • j , r II I I l I Q r _ II II z. UTILITY EASEMENT 20 FOOTASPHALTPATHWAYI.E. = WIDTH MIN /MUM. FINISH GRADE PROFILE REVISEDTRAILSPLAN I. E. OUT NE= 35.57' EXISTING MH# F -2 CB# 10 CROSSWALK (STRIPED) TYPICAL pF WA ''' - I I MH #B -3 , 2 =STA 0 +00 I EXISTING STORM SEWER CATCH BASIN c'? CB #7oI , C/O I STA 6 +62 10 L. EXISTING CULVERT I of I RIM= 42.85' EXISTING TELEPHONE RISERao07 1.E. IN W= 39.67 E 38 i I I p J I LISTER.• cV -- ' W 1. E. OUT N= 39.47 oN, L 5 5 I I \ \ 3 O +o W Z II CB #9 T EXISTING TELEPHONE LINE Gov W ILISTING i / ' \ CB #5 0; I I STA 6 +04.6 10' L.= - - - EX /STING SANITARY SEWEREXPIRES9/27/05 H# B-1 Q l 'u' ' QZQ c I STA 13 +61.4 12' L. EXl lNG STA 5 +68 10 L. t, I , _ EXISTING WATERLINE FOR COORDINATE I i \ \ TEL ONE RIM= 47.84' CB #9 I I RIM= 46.18 - - - - - i `j WIRE, STUB f'E 2 I INV IN N= 39.26 15 WIDE EASEMENTTRANSFORMATIONONLY _ = --=- - ' \ OUT NV= 44.99 (SOLID LlD I INV /N S= 39.26' FOR STORM DRAIN. PV/ STA = 13 +40EXISTING \ SEWER LINE, \ \ 7 19 B I I I INV OUT E= 39.26 ___. 15' WIDE EASEMENT PVl ELEV = 46.60' i I _ _ \ \ JACKMAN STREET I I CB #8 _ ___ ___ _ FOR FRANCHISED UTILITIES. A.D. _ -5.000 CBf #I STA 6+62 10' R. RIM= 42.97' VC= 4000' 0 1. E. OUT E= 39.89' PVl STA = 12 +05 HILL S TREET REVISEDOWNMONSOONFA III Omniwinmmm rO .000 35.04' mmmmmmmmmm mom NQ) 1E E 8" out HEIGHT = 10. 40MEN -SEE SHEET 1mommsno, "EXISTING GROU i 20' LEFTOEMlimmom MENNEN Em mapNONE0 No mommomm REVISEDMENw'lmmmwz_' a, M-E MIN MH11 D-5 = STA 9+J8-W2__,12'LTr m "I, aml7plm ELEV. = JJ.2 pl MEN momm 000011E in S ll'- 24*011 MEN mommmmmmummom mlmm milmom 1E in W 6' 24.08' C MEMNON OEMNEEMEMEMNMEMEMEM00HEIGHT9-J0' AP REVISIONS DATE DESCRIPTION J101107 CONVERTED ELEV TO NAVD88 (ADDED +J.66) JIJ 0/0 7 REVISIONS PER CITY COMMENT F-A I Omni Ixvi ra rma SEE SHEET 5 PVl ELEV = 37.15' SCALE. U mmmmml OPOSED HILL A.D. = 5.500 o HOR: 7 = 5 VERT.• 1 " = 50' o W O K = 36.364 vc =2oo. oo' j , N 50 50 J LENGTHS OF SANITARY PIPE RUNS ARE Z cV 8mm MEN No N.M. ACTUAL HORIZONTAL DISTANCES ESBETWEEN v Y MEN-0 LIZ CENTERS OF MANHOLES, ANCE FO FEET. SLOPES SHOWN WERE CALCULATED INIIIIIIIIIIINEEN EXISTING GROUM 0 0 1 P-.A OA 0 PAN PMA p EXIS TING HILL S TREE' T PR OFILE MEN mi"al qm lmmmil BASED ON THESE PIPE LENGTHS AND THE II Um Q Q 20' RIGHT Z 19 a LOW POINT ELEV = 30.21 ACTUAL DIFFERENCES IN INVERT ELEVATIONS. I I REVISEDOWNMONSOONFA III Omniwinmmm rO .000 35.04' mmmmmmmmmm mom NQ) 1E E 8" out HEIGHT = 10. 40MEN -SEE SHEET 1mommsno, "EXISTING GROU i 20' LEFTOEMlimmom MENNEN Em mapNONE0 No mommomm REVISEDMENw'lmmmwz_' a, M-E MIN MH11 D-5 = STA 9+J8-W2__,12'LTr m "I, aml7plm ELEV. = JJ.2 pl MEN momm 000011E in S ll'- 24*011 MEN mommmmmmummom mlmm milmom 1E in W 6' 24.08' C MEMNON OEMNEEMEMEMNMEMEMEM00HEIGHT9-J0' AP REVISIONS DATE DESCRIPTION J101107 CONVERTED ELEV TO NAVD88 (ADDED +J.66) JIJ 0/0 7 REVISIONS PER CITY COMMENT F-A I Omni I xvi ra rma mmmmml OPOSED HILL 8mm MEN No N.M. MEN-0 INIIIIIIIIIIINEEN EXISTING GROUM 0 0 1 P-.A OA 0 PAN PMAMENmi"al qm lmmmil 20' RIGHT 19 a EXISTING REVISED GROUND-7 MIAFINISHGRADi REVISEDOWNMONSOONFA III Omniwinmmm rO .000 35.04' mmmmmmmmmm mom NQ) 1E E 8" out HEIGHT = 10. 40MEN -SEE SHEET 1mommsno, "EXISTING GROU i 20' LEFTOEMlimmom MENNEN Em mapNONE0 No mommomm REVISEDMENw'lmmmwz_' a, M-E MIN MH11 D-5 = STA 9+J8-W2__,12'LTr m "I, aml7plm ELEV. = JJ.2 pl MEN momm 000011E in S ll'- 24*011 MEN mommmmmmummom mlmm milmom 1E in W 6' 24.08' C MEMNON OEMNEEMEMEMNMEMEMEM00HEIGHT9-J0' AP REVISIONS DATE DESCRIPTION J101107 CONVERTED ELEV TO NAVD88 (ADDED +J.66) JIJ0/07 REVISIONS PER CITY COMMENT F-A IOmniIxvi ra rma o EXISTING EXISTING1 \ss MTH# D -2 MH# D -3 F S - A SB UIL T ' EXISTING - MH# D -1 NOTE.• ELEVATIONS SHOWN HEREON WERE CONVERTED TO CITY OF PORT TOWNSEND DATUM NAVD'88) BY ADDING 3.66 FEET N 5 I WSTING ij FOR COORDINATE 'H# B -1 V TRANSFORMATION ONLY p M. - OPwOv wASk14 " - 0 I 23747 X FGIS SSIONAL G N 3. EXPIRES 16 - Z 5_- 0 = \ Cp M V (:(jD EXISTING SEWER LINE II I it L I II W IIc I N II I 0o EXISTING II WATER LINE J) I I i i 1 0 LOW POINT ELEV = 30.21 ' LOW POINT STA = 7+30 - PV( STA = 7 +30 Vl ELEV = 30.02 A.D. = 3.000 K = 16.667 1 VC= 50.01 1 0 0 W m W 90 CB #2 STA 7 +30 10' L. RIM= 30.08' I.E. IN W 12' 26.74'-- I. E. OUT E 12"_ 26.65' 1 CB 2 12" ADS 20 DAYLIGHT OPENING WITH TRASH RACK. SWALE TO EAST LINE OF LOT 59. 12" ADS 0' ©0.5 0 11 FINISH GRADE CB #1- STA 7 +30 10' R RIM= 30. 17' I.E. OUT E 12' 26.94' SECTION A -A Oi iii : SWALE Tt_UrlT OPENINGEWITHT0r;w RACKP *lD* .. Kll IN CB# STA: 6 +82.36 CB #1 --- : 15' I II OFFSET' 0.0 L STA 7 +30 i 1 '! R. I ELEV. = 30.57' R /M= 30.1': II LE OUT E 4 26.94' II II I ASBUILT 8.5f WIDE f ASPHALT PATHWAY r PER TRAILS PLAN EXISTING I I I mot- II In CB 4 5l ST 10 +75 10' L. R M= 35.09' V IN NW= 31 INV OUT SE= 31.64' o 9.) I 12" ADS II 3CB / / DAYLIGHT OPEN /NG II STA 1 0 +75 10' R. 5 WITH TRASH RACK I I P LE. =31.34 IIRIM= 35.14' II.E. IN SW= J1.91, REVISED I I IE. OUT SE= 31.8 MH# D -6 I Inn) a1 ,FI'd Lr I. I - REVISED MH# F -2 STA 0 +00 I i_. a C/O 15 EXl lNG i TELE HONE WIRE, STUB EXISTING OUT SEWER LINE , \ NACK STA: 2 +36.3 OFFSET- 0.0007 r. _\ REVISEDMATCHEXISTINGTIEEXISTINGMH11,C-2ASPHALTAT2 +35.28 DRIVEWAY TO C/o ___' INV. = 40.56 EXISTING GROUND REVISED t-/ I MH# F -2 = STA 0 +00 RIM ELEV. = 41.25' IE N 8" in = 34.90' IE SE 8" out = 34.80' HEIGHT = 6.45' 1 CB P6 (SOLID LID) STA 12+10 5' L. R /M= 38.72' I.E. IN W= 3S ten' I E. OUT NE= 35.57' 1 @ CB #10 CB #5 STA 5 +68 10' L. RIM= 47.84' INV= 44.99' -, LENGTHS OF SANITARY PIPE RUNS ARE ACTUAL HORIZONTAL DISTANCES BETWEEN CENTERS OF MANHOLES, LESS FOUR FEET. SLOPES SHOWN WERE CALCULATED BASED ON THESE PIPE LENGTHS AND THE ACTUAL DIFFERENCES IN INVERT ELEVATION REVISED MH- REVISED I I I I MH# D -6 = STA 10 +86.93, 12' LT. RIM ELEV. = 35.53' IE SW 8" in= 25.79' lE NW 8" in= 25.99' IE N 8" out= 25.69' HEIGHT = 9.84' 1 LEGEND HILL S TREE T 3 ASBUILT STORM SEWER CATCH BASIN TYPE 111A 4 A OD ASBUILT STORM SEWER CATCH BASIN TYPE 2 2 - -- ASBUILT STORM SEWER DITCH /SWALE 13 ASBUILT SANITARY SEWER 10 2 _ SANITARY SEWER STUBS 10 10 CIO O SANITARY SEWER CLEANOUT 5 0 MANHOLE 10 50 25 0 50 100 ASBUILT WATERLINE SSCALE IN FEET ca CB #7 FIRE HYDRANT WWI STA 6 +62 10' L. eZQ RIM= 42.85' 1 N CB #9 W II LE, IN W= 39.67' PE 2 I1 LE OUT N= 39.47' WATERLINE BLOWOFF SOLID LlD I CB #9 STA 6 +04.6 10' L. 13 7 •19 7 1 1 STA 13 +61.4 12' L. WATER METER (SINGLE) RIM= 46.18' INV IN N= 39.26' II INV IN S= 39.26' MINIMUM. 2 INV OUT E= 39.26' N o REVISED , I CB #8 o MH #D -8 , i STA 6 +62 10' R. h I RIM= 42.97' F n1 /T F= .3.9- R9' REVISED I I I I MH# D -6 = STA 10 +86.93, 12' LT. RIM ELEV. = 35.53' IE SW 8" in= 25.79' lE NW 8" in= 25.99' IE N 8" out= 25.69' HEIGHT = 9.84' 1 LEGEND HILL S TREE T 3 ASBUILT STORM SEWER CATCH BASIN TYPE 111A 4 A OD ASBUILT STORM SEWER CATCH BASIN TYPE 2 2 - -- ASBUILT STORM SEWER DITCH /SWALE 13 ASBUILT SANITARY SEWER 10 2 _ SANITARY SEWER STUBS 10 10 CIO O SANITARY SEWER CLEANOUT 5 0 MANHOLE 10 50 25 0 50 100 11 ASBUILT WATERLINE S SCALE IN FEET FIRE HYDRANT PROFILE LEGEND: 1 NN WWATERLINE VALVE 6 WWATERLINE BLOWOFF DENOTES EXISTING GROUND PROFILE. 4 WWATER METER (DOUBLE) FFINISH GRADE PROFILE. 11 WATER METER (SINGLE) UTILITY MINIMUM. 2 o CCROSSWALK (STRIPED) TYPICAL EEXISTING STORM SEWER CATCH BBASIN EXISTING CULVERT EEXISTING TELEPHONE RISER T EEXISTING TELEPHONE LINE EEXISTING SANITARY SEWER SCALE.• HOR: 1 "= 5'- VERT• 1' = 50' 50 1 5mI 30 20 1 0 O 1 O O O O I O NN, SHEET 3 REVISIONS DETAIL NUMBER DETAIL REFERENCES T DATE DESCRIPTION CALL 48 HOURS BEFORE YOU DIG L YNNESFIELD P.O. BALLOON REFERENCES TO DETAILS INCLUDE TWO 935 Box 2199 310107 CONVERTED ELEV TO NAVD'88 (ADDED +3;.66') 4 ENGINEERING 4., 935 N 5th Ave. 3/3 %7 REVISIONS PER CITY COMMENT NUMBERS. THE BOTTOM NUMBER IS THE NUMBER 1 - 800 - q 24-- 5555 PHASE 3 LAND SURVEYING Sequ m, WA 98382OFTHEPAGEWHERETHEDETAILMAYBEFOUND. THE TOP NUMBER IS THE NUMBER OF THAT DETAIL. MARCH 1, 2007 DEVELOPMENT CONSULTING (360) 681 -2161 DRAWN BY.• KB. do JKB PAGE NUMBER FOR UNDERGROUND UTILITY LOCATE SERVICE PLANNED UNIT DEVELOPMENT SERI. • 013134 - CAMPBELL \PHASE 3 CITY DATUMASBUILT- NAVDBB- 030107