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HomeMy WebLinkAboutLaurel Heights Utility ImprovementsL AS -BU /LT TOPOGRAPHIC MAP SHEET /NDEXA/VD LAYOUT PROCEDURES: THIS SURVEY IS BASED ON A GROUND SURVEY UTILIZING CONVENTIONAL TRAVERSE METHODS WITH CLOSURES THAT MEET OR EXCEED THE STANDARDS CONTAINED IN WAC 332 -130 -090. AS-BUILT ToPoGRAPHIC MAP EQUIPMENT PLA T OF LA UREL HEIGHTS DIV NO. I LIETZ SET-38, 1" TOTAL STA 110N SDR 33 DATA COLLECTOR IN THE DATE OF SURVEY: S W1 /4, S W1 /4, OF SEC. 3, AND THE N W1 /4, N W1 /4 OF SEC. 10, TWP. 30 N, R 1 W, W. M. DECEMBER, 2004- MARCH, 2005 CITY OF PORT TOWNSEND, JEFFERSON COUNTY, WASHINGTON PREPARED FOR ISLAND CONSTRUCTIONf INC- LEGAL DESCRIPTION: LOTS 1 THROUGH 14, PLAT OF LAUREL HEIGHTS, DIV. NO. 1, AS RECORDED IN VOLUME 8 OF PLATS, PAGE 7 AND 8, RECORDS OF JEFFERSON COUNTY, WASHINGTON. BASIS OF BEARINGS: WASHINGTON COORDINATE SYSTEM OF 1983, ADJUSTMENT 1991, NORTH ZONE, NORTH AMERICAN DATUM (NAD 83191). PER VOLUME 8 OF PLATS, PAGE 7 AND 8, RECORDS OF JEFFERSON COUNTY, WASHINGTON. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) PER TIES TO BENCH MARKS AS SHOWN ON THE PLAT OF LAUREL HEIGHTS DIV. NO. 1 CONSTRUCTION PLANS PREPARED BY FAKKEMA AND KINGMA, INC. AND DATED 1012712003. NOTES: 1) THIS MAP IS BASED ON FIELD SURVEY CONDUCTED DECEMBER 2004, THROUGH MARCH, 2005. 2) THE LOCATION OF THE PRIMARY POWER, TELEPHONE AND CABLE UTILITY TRENCHES AS SHOWN HEREON AND LABELED "UGP" IS BASED ON FIELD LOCATION DURING CONSTRUCTION. THE SECONDARY UTILITY TRENCHES (SERVICING THE BUILDINGS) LABELED "UGS" WERE LOCATED BY FIELD MARKINGS PLACED BY OTHERS AT THE COMPLETION OF CONSTRUCTION. 3) THIS MAP DOES NOT REFLECT ANY UNDERGROUND LOCAL BUILDING DRAINS (FOOTING DRAINS, ROOF DRAINS, DISPERSAL TRENCHES, ETC.) NON VISIBLE ON THE SURFACE. LEGEND: (EXCEPT AS OTHERWISE INDICATED) RIGHT OF WAY CENTERLINE LOT LINE 230- -- ...INDEX CONTOUR (10 FOOT INTERVAL) CONTOUR (2 FOOT INTERVAL) EASEMENT LINE AS -BUILT ROAD CENTERLINE EDGE OF PAVEMENT EDGE OF GRAVEL CURB LINE BUILDING LINE PAVEMENT STRIPING EDGE OF CONCRETE GROUND BREAK LINE FENCE LINE uGP - UNDERGROUND PRIMARY TRENCH POWER, TELEPHONE, CABLE) ucs - UNDERGROUND SERVICE TRENCH POWER, TELEPHONE, CABLE) W w— _UNDERGROUND WATER LINE ss - SANITARY SEWER LINE EDGE OF WOOD CHIP TRAIL r rr i ...ROCK WALL CULVERT (AS DESCRIBED) CONIFER TREE. (TRUNK DIAMETER AND SPECIES IF KNOWN) DECIDUOUS TREE, (TRUNK DIAMETER AND SPECIES IF KNOWN) UTILITY POLE GUY WIRE ANCHOR m ... TELEPHONE RISER MAILBOX N ... WATER VALVE M ... WATER METER 0... SEWER MANHOLE o ... SEWER CLEAN OUT 0 ... STREET LIGHT @ ... STORM DRAIN MANHOLE p ... STORM DRAIN CATCH BASIN RAI ..POWER TRANSFORMER SIGN p... FIRE HYDRANT CABLE TV RISER CULVERT END (DIAM. AND TYPE AS NOTED) 0 ... SURVEY MONUMENT (AS FOUND) 237.7 x ... GROUND ELEVATION (U.S. SURVEY FEET) z Y a V z o_ V) w 5 Qwo CL Q O Q) z 2 CL CC CL OO J co m V Q O Q D LiW 2 J Q j p zno Q)XCc Q z rn N 00 Q Q 5 Lj z J W F J F- U s W j 0 Q Q ILA F ""c SHEET Lu i Lu C Scale 1" = 100' 35886 V J -100' 0 100' 200' 300' csj0 LA SXPII2P3 5/12/06 OF DAM -3 - /S - OS JOB N0. 00282 t _ 00 C' NCn Q M300cn Ck: o C) to cnI X U QU- L r 0 C) 0 O 00 a co M O O ro o: v U-1 wZPO u) a0 PLAT OF LAUREL SHADE ADDITION " 1 Scale 1 = 20 ' VOL. 1, OF PLATS, PAGE 45 AS-BUILT T -20, 0 20' 40' 60' F- MAP w88 _------ - - - - -- - -\ -- - -- - - ----------- -_ PLAT F CONC. MON. WITH D CHIP TRA /L O LAUREL HEIGHTS DIV. NO. BRASS CAP SET I I 5 /g" DIAM. REBAR WITH PLASTIC 129.58 -_ _ =_ - i _ CONTOUR INTERVAL = 2 FOOTPERVOL. 8 OF 1 SURVEY CAP MARKED FAKKEMA 518" DIAM. REBAR WITH PLASTIC 129.58 - N $$ 27 17' {/ `- PLATS, PAGE 7 i a - - 1 SURVEY CAP MARKED 'FAKKEMA ---- - - N 8877'17" W SEE SHEET 3 -- 1 &KINGMA, INC LS 11941 " SET PER , _ KINGMA, INC. , 11941" SET PER i _ - X 5/8" DIAM. REBAR WITH PLASTIC 129, 57' VOL. 8 OF PLATS, PAGE 7. VOL. 8 OF PLATS, PAGE 7, j / _ _ 1 SURVEY CAP MARKED "FAKKEMA5/8" DIAM. REBAR WITH PLASTIC I 1 KINGMA, INC. LS 11941' SURVEY CAP MARKED "FAKKEMA - 518" DIAM. REBAR N?TH PLASTIC 15' I & KINGMA, INC LS 11941 SET PER 40, _ - - SURVEY CAP MARKED "FAKKEMA 1 , ROW) 1 VOL. 8 OF PLATS, PAGE 7. ( ROW 40. - S WOO ` & KINGMA, INC. LS 11941" SET PER 1 1 0 , \ ) 1 ) 1 (ROW) - D CH /P /Jq _ VOL. 8 OF PLATS, PAGE 7. i- LEVEL SPREADER 1 - - I (ROW) IiWOODED 1 . 1 , I I m I , WOODED f 1 W 1 1 STORM CATCH BASIN- I, 1111, ,, 1 w ! W1240LonIinRIMEL. =226.93' LL I / ' r I 1 1 n 8" CPP S I.E.= 224.6' {I , 3 1 + I WOODED W W' 1 _ 6" CPP W 1.E.= 224.8' }} I - r 31 'n tiIO1 I3 3 p = 4^ n E I.E. 22 .7 {{ W I I 1N NI 1 0 1 LOCAL DRAIN 1 I 'I .i I(o I i CATCH BASIN / / ` }} : ^ 0) 1 i - I RIM EL.- 240.31' ' O O 1I IO O1 I 1- - - - - - _ _ _ _ l IL - J __ _ `' II STORM CATCH BASIN I 1 L 1 LOT 10 _ -_ .._ - - - -1- y-- --,._ j- = _ - 1} 1 RIM EL= 228.69' I 1 f/P, CPP N I.E.= 226.6' 1972 21ST STREET ryl I 111 / 1W "A" THROUGH "p"_ = 1 ,-' 1 ,• 36° LOT 9 `, }{ 1 ---------------------- - - - - -- I _ IGS LOCAL DRAIN r ucs ucs ,.. ucs- -I 1920 21ST,STREET I. , O " „ L0 AL ?RAIN N 1 CATCH BASIN 1 a LOT 8ioI O / 1 U 4 WIDE A THROUGH D w \ RIM EL.= 230.19' 1 " M J CULVERT \ 1 1 .1 1 IO _4- STRIPING " 868 21ST STREET N CONC. CONC. I O OI CONC. CONC. 8 'DP 1. E. ='230.7 f ti ,. „ 1 CONC A THROUGH D co v, O \ FEAVEDPARKING CONC. , CONC CONC 1 STORM ATCH BASIN ' N N N 1 `f' '' M 1 v.__ w rjfOIrw \ cD CONC. 1 RIM EL.p242.92' O I :Tl G O - v r° \ CONC J 1 (pW8" CPPJS LE.= 240.4' p y 4 I ?I p I? J \ OI O O ?1 I I II O I II ^ 1 CONC. coF.F. = 247.8' I m ? , II N u y ,, I , coNC. pX - I p = I F.F. = 245.8 t 'I c., N O " I -1 N ~ W I ' r- I ~ I II KI I 3 BED TO 1 \ N N) •, ` ,, I '+ p N \ 1 41 3 BED TOWNH I y N ~ -1 II 1 j Z io W I O C II • cVO ( i S F p` I ,% I ? t I PA D 1 1 T O O N O I 15 \\ _ - _ I _ O W= - ri QO , ,., I CULVERT `, 1 I O 1 I z 00 I (ROW) I ' ?., 2169 ISQ. FT. , G 1^ 8 CPP I. E= 230.4' 1 F.F. = 234.6' i O u 2 0 ? I I RK/NG Ii °° 2 i ry - , , N II I F.F. = 232.6' ) k 1 *}y 1 243.0 ` I., it r / 2 BED TOWNH I 1 , 1 I e. 1 40 ,, owl 2 BED TOWNH 3382 SQ. FT. 1° J I 1 37' ` . `° ?, ti tk I (ROW) I Z 0) _ 0) I Row _ - -_.- - _____11_ ___._,._ ` II t LOCAL 'DRAIN __ f 1 Ii? STORM - -CATCH BASIN I 1 , UGS v CULVERT---- 40' 3041 $Q, FT 9X9" 80 LARD f (n," 1 G > RIM EL.= 235.68' ;t f 1 1CONC. SIDEWALK W-- ( 15' 1 t m m \ m 8" CPP LE. =130,5 ,1 t (ROW) 8" CPP E I.E.= 231.7' ` \s w_. r coN I_ _ i1 8" CPP S LE.= 231.1' 1 ` °% I (ROW) pl W -d - -- y .. - -- __ Gp ULVERT C, GP GP t - 19. ZJ' - - - `; " CPP 1.E. 239.8 OSWALE S/oF8'9 m t 8" CPP N 1. E. 231.1' 1 y ti 1 0 12LAURELN8827'17 W -- - - -_K >ri 1a - - , CONC. SIDEWALKSTORMCATCH. BASIN = 129.75' t uGP GPRIMEL244.24' I u 4bb N 88 27 17 W ` ` 2 LA EL ucP m oS _ CULVERT 2 "LAUREL , 2 LAUREL '-'tiV - o .. t - - - -- ql _ CPP EJ.E. -240.9 . = _ CULVERT STORM CATCH BASIN 129 - - - S. S. MANHOLE I - CURB OPENING \ F c " " }} 8" CPP f.E. =23 6 ---- - - - - -- ----- - - - - -- -------- - - - - -- BLOW 0, 3 " .7 , „ - -- o / i _ - c 2 LAUREL 8 CPP LE. 239.8 0 _ _ _ I 3 2 LAUREL RIM EL= 234.59' N 88 27 17 Wy bRIMEL.= 250.36 I ss ' Pvc ss \ s - _ E - r _u °j - - - --- TOP BACK S S. MANHOLE -^ - 8" CPP S I.E = 232.5''x- } FLOW LINE EL.= 241.4'1 a _ sqc ,.,. \ - - - \ ~ ` _ _ - -J ` 1t tt _ !1L' /'`t lA0 D /1/ CI _OZG 7M? _ R" /`DD W I C _027 ' w •-../ CONC MON. MT) BRASS CAP SET PER VOL. 8 OF PLATS, PAGE 7 BLOW OFF--, g I J Q- 37' I = R I 0 3 I II r v, I I I WI I I Q I I o O 011,z FXO ^ I 1 I 1 I 1 I I1 I 1 37' I (ROW) 1 I 1 uW w w f`rn UGP r' l 1 /" GP I 2165 SQ. FT. NJ I N 03 -n I IODCDm rrl ( O Ap •II rrl Can I p Ka 1 r O p rV o I `i N 'i O • 0I' o 1 W = I o Qp II CC I = 4" WIDE 1ON STRIPING CONC. CONC CONC I1 I IN LOTt` 1toI 1953 21ST STREET ti `'' 5> 1 v A 1THROUGH "D" LOCAL DRAIN ti I CATCH BASIN RIM EL.= 244.94' ues 1 ----- ------------- 1 \ WOODED ho 1K to ; _ 5- WOOD CHIP TRAIL - - m o ^ 1 ^ --- __ - - - -_ - -- 40' PUBLIC RAL m I EASEMENT , nli 1 1 1 518" DIAM. REBAR WITH PLASTIC I518" DIAM. REBAR WITH PLASTIC SURVEY CAP MARKED "FAKKEMASURVEYCAPMARKED "NTI SCOTT & KINGMA, INC. LS 11941" SET PER 1LS23400" VOL. 8 OF PLATS, PAGE 7. 1 N 8827'17" W 4' TALL CHAIN 130.00 CITY OF PORT TOWNSEND LINK FENCE F-7 CONC MON. WITH BRASS CAP PLAT OF TOWNE POINT WOOD STORAGE-1 VOL. 6, OF PLATS, PAGE 39 SHED m WOODED `WOOD CHIP TRAIL -} m 15' 1 40' PUBLIC TRAILROW) I ^ EASEMENT 1 n I 1 1 ' 1 518" DIAM. REBAR WITH PLASTIC 518" DIAM. REBAR WITH PLASTIC ISURVEYCAPMARKED "FAKKEMA KINGMA, INC. LS 11941" SET PER SURVEY CAP MARKED 'FAKKEMA VOL. INC LS 11941" SET PERVOL. 8 OF PLATS, PAGE 7. N 88'27'17" W VOL. 8 OF PLATS, PAGE 7 130.00' `--- - - - - - BOARD FENCE 40' ROW) I ROW) I 1 I 1 I 40' PUBLIC TRAIL c s' \ EASEMENT cyiA T N / n 15' n li W'q,' ROW) o, 518" DIAM. REBAR WITH PLASTIC I I 0 35886 "wSURVEYCAPMARKED "FAKKEMA KINGMA, INC. LS 11941" SET PER 'lp N4 gJ VOL. 8 OF PLATS, PAGE 7. W g mtrs s /iz /oe 129.99 SEE SHEET 3 DATA •3 -/5- oS E Y Q v7 z 0 5 Qw0 CL Q Z O U U CL O CC) W Q Q n J O pz O z V c N 00 0) ce Q 0 2 - w 1 z J ' wHJ U Iz W PZ W V V e z Q SHEET M 00 c NM M 3 mco O to M vN XUlam Lo 00 C) po m I O 000 a co CD v Q co O w wZ I- O o 20F6 NO. 00282 i s S' wo AS-BUILT TOPO RA PHIC MAP -CONTINUED FROM SHEET 2 PLAT OF LAUREL SHADE ADDTON p H. , , M, IN 88;_x-- e__e__e__ -- - _ PLA T OFLAUREL HE /GHTS D /V. NO. 5/8" DIAM. REBAR WITH PLASTIC 129'5] 788727'17" - - - - - - -- - - -= _ -• - - N 88'27'17" W °ZISURVEYCAPMARKED "FAKKEMA 518" DIAM. REBAR WITH PLASTIC E _ 129.57' _ ° - _ _ _ r _ ° . _ _ e _ _ e _ r _ e ° _ e _ - e ° ° 1 & KINGMA, INC. LS 11941" SET PER SURVEY CAP MARKED FAKKEMA _ - 129.57' CON=. CAP WITH VOL. 8 OF PLATS, PAGE 7 & KINGMA, INC. LS 11941" SET PER I - ' 5/8" DIAM. REBAR WITH PLASTIC PER SVOL. A8 OF 15' VOL. 8 OF PLATS, PAGE 7. 1 / 1 SURVEY CAP MARKED FAKKEMA \ i 1 l PLATS, PAGE 7I (ROW) VOL. KINGMA, 8 PLC, LSP11941" SET PER `I 15' ROW) TRAIL _ - - SPIL- ____.._._. 5OOD CHIP _ _ _ _ - L WAY EL. =215.0.' 40' 1 r I - - - I ; - - 8/0 RETENTION POND `. 1 (Row) m w w 1 I m w CULVERT I01m1112" CPP 1.E. =213.3 CULVERT o I` NI w WOODED w WOODED 1 I ' 1 't , 12" CPP 1.E. =2- 12.0 # i m 0 I I 401 I 40' w 1 Ci 1(o co, o 1 (ROW) ROW) o /1 ^'` ` 2 1- 1 1 \ _ t 4 71 1 N) 014 O iIi ' . dN ' j `\ ' STORM MANHOLE `t1 1RIMEL.= 216.89' 12" CPP N LE.= 211.9' - y ------ - - - - -- _____ I ) ,b LOCAL DRAIN y - - - - - - - - - - - - - -- --- - - - - - -- 1 l \ 4q\ 12 CPP S LE.= 211.9' IC L . CATCH BASIN LL N - - - - -- - ---jam 6 - A' k --------- - - - - -- - -iL- j °- RIM EL.- 223.85' I I" 1 N LOT 6 0° /J , ucs- 1826 21ST STREET' 1 ( N _ I 1674 21ST STREET I w) ;J `` uu ATHROUGH D ..-. , , ;_ 1 .- s co, I '° A THROUGH D ON I N 1 r i 1 vJ O c O I ,, ON A,9 " w C l ,,f I Z c ao CONC. LOT 1 Io " 1 / ? 1 I I =. b z ao / 11 o / 9 I 1- i y p CON=. I - I 1 cs ucs uGS cs j (o cp t I+) I 1 v W G7 ,,r ti _i co .I ao :' ' , I N '* i I_'Oq,S, z1 1/ 1622 21ST STREET V 1(oo OII4" WIDE " CON=. CON=. 1 : I t STRIPING ( ary I O U I m ?1 = r /Fj A THROUGH D 4 1 O NCON=. I Isco ?? D it ; y O II I O •II = O II 4" WIDE O ! NC. ' 0 CON=. -j It'l ` W ,n I N II -i N STRIPING (O CO LENC. z haIRK /NG G+ G I- C,a 1 , ., LOCAL DRAIN 1 I O ,, 'i N "1 N II p N 1._ j I U II ?i ( N p a a I = ^(' I `' . CATCH BASIN I Z O W !A I ° W O 1 'll CON=• CON=. ` 1 1 ? 1 ?1 = G7 m ' I I V µ` RIM EL. =220.05 - ° rij II cN,, o N = N It ; I ,, - 40' , 2162 SO. FT. o w w ° (R?W) 40' ' f I `'a ' ° I °p ' I +IIz „ I o `° ?? ROW) I 1 f . 0 1 /,r 5 I F.F. = 217.6 m _ 0' ' = 1 I I ; , ,° I1I ?3o Z cn w = - I u, Z cn I \ ) - . /' 2 BED TOWNH I o II ~ o II I F.F. 2 5.6 l,1 r 1 QNIIY \ 1 1 = = 1 1 18 "FIR f z y y N 2 BED TOwII ;f ; I \_ 1 I / I o o N I Z152162SO. FT _` I o __ 1- _ -_ _ ,r._ / 1 '9, v rn oo O O U ROW _.....___ 2 n I t Q_ C CONC.- SIDEWALK I - STORM CA i H BASIN _ ._ . _ 40RIMEL: =126 98' i ,___ - _ _ __,___ I (ROW) Row) :5 I 3029 SQ. FT. I I`tl I l (n1 cP 8" CPP E l.E.= 223.8' a ° a' / 1= II I LOW OFGPGs I w `CSG° . - - G °m o SINwe-- e - - --- - _- ...- _..__. RIM REL.C210.80' A 129.74' - -- 2 "LA EL`.,_ ti f 3 re __errs rerr 219.7tN8827'17" W I LG '/ ` i i 8" CPP W I.E.= 208.1' a ` N 8827'17" W NC. IDEWAL 1 t, ,oa + I 12" CPP N I.E. = 208.0CON(;J SIDEWALK + 2204 882T1 7'- ° ti I 12" CPP S I.E. =207.9 BLOW OFF -T`t // CON=. ^- _.,_.__. rf< SIDEWALK O I N- CULV Ty ! r,., , LOCAL DRAIN 4 ti N ZZSTORMCATCHBASIN _._ _ .-.. CULVERT `" a i Riki EL= 233.71 2_ I___ L - -- - -- _ _ _ - - _ - ` =3 - = CUL N N 12 CP NE. 216.9' 8. .P, ^._TE 12.'J' 2,.LA Q. i 1LAURE _ - VERT J LE - r - LL ` 8" CPP, S LE.= 231.9' 2 LAUREL N 2 "LAUREL _ -- - -'- 8 CPP I E. =223.1 Shy - IUDN 111 ` o BIO A BIOSWALE - S ^ # \ 13 225. 8 CPP 1 1 _ T 2 "LAUREL _ - - -- v ° -ss ss s $" PVC .. `` s `° ... - _ _" 7 VERr ` H / CUL ° o \ `\ 1SPvc - S.S. MANHOLE NCULVER RIM EL= 226.78 0 `.,- _____ -- - sss - ._8 - (?rc._ 8 "_.CPP =211 7 \\ cn oI EDGE T ? FLOW LINE EL. =218.5 `. 0 3 ss 2 "LAUREL -- \ I Co ADMEN 30 - 3 o I __c ss ® " 3 _ EDGE OF I BASIN882_717 P 2' titi ti -- d -- _ e3. 2 LAUREL i4E - -ss _ ' titi 1 A ° OFPCURBK - a -- - -- - - - - -- ` -- --- - - - - -- SS- ------ _SS=.a-=-- - - - - -- s a PAVEMENT \ I RIM EL. =210.21 ' II 354.55e' pvc -' s _ - - - - _ _ _ _ fi 226.4° _ -- s \\ i 12" CPP N I.E.= 2076' l w w - - » ! 12 CPP S I.E.= 2075' TCH BASIN -- ry w - - - - - _ _ STORM CA tn w I s' Di w zzs.7z N ,, _STORM CATCH_BTSIN _ _ ] _ _ - _ \ c RIM EL.= 233.80 z.J, w N __ - -- STORM C BASM N 88 27 1 W a i ;' W 224.55 4 N RIM EL.= 219.65 , N 8827'17" W 59 N LE• =231 6' w -S" D' - 2 "LAUREL . If RIM EL. =2 2' j% w_. 9 ?° I{ 8" CPP S 1 E.= 2171' 60. 354.57 ti ztzz9 06 I - g" CPP I.E.= 231.7'w _ - - 1ST ST q _ o ti S.S. MANHOLE ti j 14 (I CPP S 8" CPP W I E.= 224.4' 2/ car , 8" CPP W I.E.= 2170' ti` may! , o + 8 1. i -- _ 2 ' U EL - - = = = - - 8" CPP N 1 E. = 224.2' - - _ _ _ ET qi ' SI I CONC. MON. WITHIt w - - ` - STORM CATCH BA N ;' 0 - W CPP S + - - - _ \ ti 3 RIM EL 210 81' RIM EL. 219.61 II = 04.6 o! 2 "LAU'RE'L SIDEWALK ° 3 ` t. I /• F CURB w 0 iii <` ^ t 2 I BRASS CAP SET y - - -- - - -- 8" CPP N I.E. =217. it PAVEMENT' S w FLOW LINE E 8 47CON=. y3 ° 2 "LAUREL - I 7 11 „ A L ' =CON Z.LAUREL - - -- - - - - -- -- - -- - - - ----- - - - - -- -r - - -- - - 3 Nw PER PLATS, PAGED 2 L 1 3 C SIDEWALK 2 "L UREL - --tom s- o - -- -- 2 LAUREL o • ' 1 I o0II @-2 LAUREL j ti 1 rrrr i7 i" 11TH - - - _ t w I i = FS FEE 29.83' 8 7 tiCE 1 17 .. .. ? 1 Z2 °9 129.83 ( e- -- _ _ _ CON=. SIDEWALK 9 r ° _ iJ 'pry^ 3 1 .,,- ucp - - - - -- -*- - ; 3 N 8 2717 - I ToP BACK y- , T / I , I `l p I•k _, _ _.,.1.,, ® t 4 I m up, ; y+ OF CURB 1 i c. CON v 1 ucP \1 \ y! I 01 // 1" ti4' ( 1 40 + 4 I o `k f \\ \ -' 1 I' 40' + W 1 , `' 3032 SQ. FT. , Pc 1 + Ro i I \ It N , ,, (ROW) 1 Q RO I + ( ) I , i5 I ' N rn \ yo j 0 N w ' i,I I ~ I 1 ^2166ISQ. FT. I / , (Row) , 11 ( ry, W Q ROW) i aJ ?t j i N N L '_ _ J II IaoI 1 QI QoIIc o ao I m :' o +' \ f '° ..° 2164 SQ. FT ; (. 1 o F.F. =235.9' II F.F. = 235.9 1 - I I I -rl p• c p r, ;, i fi \1. I- N I N I I Z fl q ( y N 1 1 N1 I I 1 0• = II I o 7' a ,` 1 __ w o ,I ' F- k, 2 BED TOWNH o = p c.+ 2 BED TOWNH PJ I .. I I II ` , , o amo i G I: •i g cn I ,, .3o i i -+ N II ° I -1 N -1 O N r J, 9 1 ti 4 p ' 1 -i N II = 8 N c n n 1 J1ti ( ;h 1 I W1 ; _ N = e + I I ° c0 Z I v II Z G'CAL DRAIN .- .- \ titi I Q ]1 = II . O O II N v 1 1 j I 1Ipp1N1 • - _ Z _ - CATCH BASIN I \ 'i O N I 4 • -i INv N LOCAL DRAIN,' t > ( 11I1NI = W I = RIM EL.= 225.35' I - II C,+ ( y 2 ° 3 CATCH BASIN ! a ( ai, CON=. - CON=. N I 3 I 1 CONC. W i I O N N N wtWWI ?3 1 1 "" f `- Z V I O N ~ RIM'EL. =218 58' j e° I I O 1 CONC. CON=. '- I cn N + ",, I c r°' 1\ _ `'! I . N N+ h' + I LONC ON s CONC. W PAVED I i ` F 1\ w dN- i i 1 ....,` 1 f..-•' 1 PARK /NG - CON=. I ucs l a I ' ^ '-" __ ,__ - 1 ' I CON=. CONC. % 1 ^ I ^ O 1 , \ LOT 14 uGS O , W I QI--- UG3 - - _ ,- - - - = - - - - - ,' ;, I GS1 - ucs uc 1'07 21ST STR_T.__ zI+ 1 _. u 3 3 4 W IDE STRIPING A7 _ THROUGH D - - I f' N LOT ti , U p Q s N . I _ _ - 1665 21ST S7REEf ---- --- -.. _.. iet, ucs / ucs I J w I 1 Q HR0UGH -" "- - I °o ap 1 S ORMrCATCH BASIN ucs UGSi - - \ 3 , `. v' " t. I ;') M i y. RIM EL. = 221.57' 1603 ST STREET I 1 N I 1 - Q ti. , , 6 CEDAR \ `:. I " I ' 8" CPP S I.E.= 218.5' THROUGH D I I 8" CPP N 1. E. =218.4 + 3 ~ 2 8 CEDAR CO CID O r v WOODED I j + r I t = 6 "CEDAR °° _ ,.._ _ I ` - -- . s-_ - 1i O O 0 Q I rn y oh w -i 1 1 - , w N 3 i N l - a... r -- 14 \ WOOD CHIP N 1 1 tea, n' ''' + 8 "CEDAR \ \ \ t: 1 lyN ', \ PLAYGROUND 1 , - N-7.0' PUBLIC TRAIL I ' I ' + µ s.• `, i i IrI15EASEMENTI^ I % 1 i i 8 "CEDAR 1 PAVED ROW) p BASKETBALL 11 1 I 40' i 40' 1 \ \ ,} (I !' COURT II I I COVERED ^' N ROW) i I (ROW) ( 1 \ (I t PICNIC v S 8" DIAM. REBAR WITH PLASTIC + t LOCAL DRAIN AREA 1 1 / 4 "CEDAR CATCH BASINIII \ 15 I FF= 221.6 psSURVEYCAPMARKEDIS11520" 1 RIM EL.= 232.36' \ \ II1rII1 'ROWI8.29 + t \ 1 I1` GP iN8827'17" W i Na i l j a ' _ 121.70' ", I, , 36986I __ _ -E 130.00 ° - -•- Scale 1 2 O 73TEcn1N88217, + I -- - -- - ° -- -__ -- 5: < .`129.99;° » s i°'c RF' r _ -err ___y__. -20' 0 20' 40' 60' !0'1L LAl, PLAT OF TOWNIE POINT m ; 1 i 20' I - GRAVEL PATH ? 3 164.94 I ( N 88'27'17" W 33.00', 33.00 N 717 s r Vl 4'' (ROW) I I 31 3e ryy. i + iVOL. 6, OF PLATS, PAGE 39 = 1 " LAURELS, PAVED 64.05 i " I l , I CON=. _. I i I I I ^, i '. I 33 , ry 1 PARKI N I 1043 SQ. FT. „1 i I I I I i' ; !{ I 2 ., 114 ( ROW) " _ CONTINUED FROM SHEET 2 1 1 cvI I .- _ _ "` . ' CONTOUR INTERVAL 2 FOOT DATA Y tY Q Z O 5 Qwcr0 5 j w F L)j Z W j W V V e Z Q SHEET OF No. 00282 rn N Q M 3 °O Co C) Co J x C-) Q LL_ 1E r,00po m j O 00a Q C3 w w Z O a- 0 r_'r. 0 z z CL Cr- O v O W O CL CL LLj 2 rn J J ZOO Q)Xm I Q m J zQ c) Q C Z) 5 j w F L)j Z W j W V V e Z Q SHEET OF No. 00282 rn N Q M 3 °O Co C) Co J x C-) Q LL_ 1E r,00po m j O 00a Q C3 w w Z O a- 0 r_'r. CONTINUED FROM WIN SHEET 3 II 11r? 40' PUBLIC TRAIL {" 1 EASEMENT I 1 I t S" w 40' 1TR \AlI 1 (ROW) Q i 8.291 1 i 1 I I I 40' ROW) N - t1 WODD CHIP 0 I t l 8 "CEDAR \ \ , I1 1' ry I STORM MANHOLE ti PLAY GROUND o I RIM EL. =213.04' OI i is {I € \ 1 Lo 12" CPP N I.E.= 206.4' 12" CPP S /.E.= 206.4' I- 8 "CEDAR PAVED BASKETBALL COURT {{ li , COVERED I V \ \ A 1 I I PICNIC AREALOCALDRAIN " CEDA CATCH BASIN I 4 RIM EL. =232.36' 15' + FF =221.6 I I ! 1 Z w1I \ I I 1 '(ROW ^y '' j I LOCAL DRAIN 0` - uGP i I } ry ti; 1 40' O60 - CATCH BASIN; (I Z 20.Q0' ucP cP ,r ( I _ ._ tj ' O RIM EL•= 216.65' 1 N (ROW} O Z 1 , _ '- 130.00 o , 4 ,,' J r, -' 1 i cn I I 4BI ASS MON. WITH V1N88217, . 1 - - -__ CAP SETIGRAVELPATH " - - ' -` - - 5 e ; I I11120I1164.94 I ' " - 5. 1129.99 fll _ _ _ " N 9 R VOL. 6 OF Y 3 N 88 27 17 W U_9 _717 W _ ti 1 I { ATS, PAGE 7rJIIII133.00 88'27'17" Wry} Row i 1 I coNC. j rye° i E I 33 00' PAVED 64.05' T --r- -- N < I = 1 cn « I \ I 1 'k 01 .9 Ij +1" 0 00 -- ------ ------------ I ; N 1 1043 SQ. FT, c I I I w I I 2 "LAURE { j{ oW 'i ryry` I PA ' ( I II 1 ' I 96.17 vi rz1INr- O 1 z I 1 1 331/ I II I I 1 ( I to wQoilIJol/ 03 ' \ I I 411 1 ( I N ;;3) F.F. =222.0 w I , N I (ROW) s HI ' 4 ' m c" CONC. ' k In i1 I 2 BED TOKWH o I( I I a W) ° PAVED I PARKING•.. t 1 L ©' r ' I I I! 1 )I I I I LOT 1 I IWkrd / to D II =' a0 uj j 1 V; J 1 3 - w '1 = '- 4" WIDE I \ I11 {{ zzJ.J q` ^ CONC. BLDG. HT. =21.4' s- vc L-sS' I LO o I I 1co cn II n _ \ 1640 21ST STREET OFFICE Lo j i` ' III 2002 McCLELLAN ST. I I. co - 1 IT1 STRIPING p 1 ;n t 998 SQ. FT. Ior„ N W I / I In N t I O Q I " M " " IN I N I r, ' 1 I ! l - I I A AND B I 7 co o ` ( ) °I t 1 `, 2zJ.e iv o° _ Il I 5 VEG. BUFFERQ164221STSTREETSFRI ( " IoryNrnIIZIIF.F. =222.0 Y I! I so- 1 1 EDICA ED i '.It I of i 3 \1 3 `'Lss `` JJ I ? ? J I 2 "LAUREL ii `\ ,,; 2 BED TO I ( i oo I 1 STRE T I o0 ; s -`- 9 I I r -- c 1" 2gINFl N W1IrOII - is `: !! 25' UTILITY 1 2 to 0 CONC. SIDEWALK } 1 I II j 1 1 II I EASEMENT 1 to r ry W ' 14 CEDAR 33 ` m; M 224.8 33 ryryry- I t Q / I If _ ROW) _, en {{ (ROW) :. _ I ,; II I 1 1 518" DIAM. REBAR WITH PLASTIC I 1W) `.,\ 1{ 1 PAVED PARKING ry I . (1 I I SURVEY CAP MARKED IVTI SCOTT 1 33' pS89'06'10" E LS 23400" \ pS89106'10"_P 65.73 - - - - -- o _ ROW) 200.21' ZOJ 1 0 cp 2 "LAUREL.r -' o \ • e- o o_ 3 Q i Ias W CL 2 _ 47100' S 8s060 O6' TALL CYCLONE ~ 0+ FENCE \ UL w \ OL CONTINUED FROM SHEET 3 3 TOP BACK 3 3 EDGE OF o \ N 3 S. S MANHOLE `' ' { j N S. S' MANHOLE N I I , o S. S. MANHOLE rye,- ry 59°' OF CURB RIM EL.= 232.88' ss s- Pvc w ss ss PAVEMENT `,' I s it `,' ! RIM, EL. =215.91 I ( RIM EL. =210.61 I CITY OF PORT TOWNSEND FL W LINE EL= 227.4' \ 219.21' ? ? ? ?s9 226.9 ?zs.7 _ 5 ss ss -s Pvcs 1 zOW -20 ; EL = g _ ?_ - ss z 6o j I .+ ss FL sSLINE E . - 3 I 2 6ss , SS SS 8" PVC -SS E ss STREET N MONUMENT WELLS = (\ w 234.Ja , L 1 IN 202 1 33.47 232.53 ! 2J1,47 1 I I 6 .21 CLEDGEOF w w w Z. w S 89 06'10" E f f` _ - ' "' _"'- _ - - - - _ _ _ _ _ _ _ _ - _ _ - - - - _ - - Z N2PAVEMENT20THSTRE frw 6 w w { i w 89"06'10" E "- A'F ! ______ i s'- i! 20TH STREET N 89 O6 10 W O O ca rt 2 "LAUREL - - -- - - - - - -- - - - - -- 2 LA R . ``' II i '; =s` I I O 2 "LAUREL U EL , { y1 i f i i I I Z U Q 2 "LAUREL 4 0. 9 "X9" BOLLARD PAVED SIDEWALK om' , I n 9,X9 ' BOLLARD_ - - -___ ___- - i -- -- SEE SHEET 6 - W -- -- - - -- '-" '-' - -- - - -- - "_ ,- -_ - - - - STORM MANHOLE1/* RIM EL.= 215.53 STORM CATCH BASIN --I .J8lOSWALE - ryryy {{ i 6 "ORN a2" CPP N LE. =2f)5.0' l RIM EL.= 208.91' Ld 0 ca 3 12" CPP W LE.= 203.7' U X1 € `12" CPP E 1. E. - 204.9' CULVERT 12" CPP E LE.= 203.7' Q Qr',• 6" PVC 1.E.= 225.1' II I it I to W Q Q J zSTORMMANHOLE RIM EL= 225.74( { 1ST SUPP. PLAT OF E SENBEIS I Q Q o1STSUPP. PLAT OF EISENB IS 6" PVC W I.E. =224.4; M AMMON, VOL 21 OF PLATS, PAGE 24 ° ! cn (a: C) ADDITION VO 6 PVC S I.E. -223.4 I {{ I u)1L2, OF PLATS, PAGE 24 , 4 "FIR k II 0,1 NN, 1 UiRDU,I J z FIELD PAVED PARKING _j_ i z ISTORMMANHOLE iI Q i .. f Q f RIM EL.= 225.63' vi {` j 6" PVC N I.E.=223. in 1 j 11 o f 6" PVC E I.E.= 222.9' i; - 224.73 i + Q2 I 1 _j I Z i1 f STORM CATCH BASIN f RIM EL. = 224, 33' CNJ STORM CATCH BASIN I --j I .- 8 CPP W 1. E. = 221.0' rn NRIMEL.- 224.421 1 + i 8" CPP S 1.E.= 221.0' 1 I,ry6" PVC W I.E. = 221.7' 1 8" CPP N 1.E.= 220.9' I8" CPP E I.E.= J21.3' i \ co i I c0 I 9 I Q COLryAS -BUILT TOPOGRAPHIC MAP W m ! J y ckp11 PLA T OFLAUREL HEIGHTS DIV. NO. 1 N 1 1t. C LL_ it 4 "FIR IN THE I ;11 i 'Ly' i I Lo 00 SW1 /4, SW1 /4, OF SEC. 3, AND THE NW1 /4, NW1 /4 OF SEC. 10, TWP. 30 N, R 1 W, W.M. 18 "MADRONA I ry h f o M11 ` J CITY OF' PORT TOWNSEND, JEFFERSON COUNTY, WASHINGTON I N ;'1 ( l o di PREPARED FOR C) caISLANDCONSTRUCTION, INC. o toN. a t ryry5 .. If p f i 4 f Z tf I 1 o o- PAVED PARKING J CV a EDGE OF = L• V 11 AQ I I 228.791 PAVEMENT rrnn *y oY *. y SHEET 1 !k 1 6" CPP IE= 222.1' j Scale 1 " 20' 3598620' 0 20' 40' 60' 'A, 4'cls_T_ER EXPIItE3 5/12/06 OFCONTOURINTERVAL = 2 FOOT DAM • /S• 05 JOB N0. 00282 Z8Zoo ON eor Jo 9 0 o I CD 133HS`t INK I N O C) O Z O O V/ O o C X77 0 Q Z m Z D o rn D D C:) 00 o L04 . d N N O oxw Ci 0o vcn O y p ji D n r LLU C 0) co 7) N n O 1pop )> k 133HS — y r Noa-4 o3nmmo3 O T N \ u TV r W o o 0 o r X o O moo n y rn- m r N\ \ i 1' _ II ( ao rn , D I O , r ,2 I O I zaoc 2 l I I 0D= U'_ O O , 0m 0 M I Z+ O O oo c: c co r*I D NN— i., n 01- r*1 ? r- ?i C) ap rri Rl z m f 1 N a r `' I Z I Z I i Z i Z Z IZI e e R Cj II N= N per_ O O z z L--------- _------ - - - -i— I I J Cb 2 TI D D L O 17 — rO NN y 8 l r' N l ` IIVM301S 3138DNOO NldM341S 3138ONOD PAVED SIDEWALK PAVED SIDEWALK o% PAVED SIDEWALK X r V 1 z '-I Z r v o vn MCCLELLAN 2 "LAUREL 2 RELLAU 2 "LAUREL 2 "LAUREL LAUREL 2Z2 - "LAURELe QD x n r w c ao p N STREET W t ' W _ 6- W W W .` j I D o i 6 McCLELLAN STREETWW w S, co co W ix m s OJT' Z J i V V N N O O T N N ;4 \ n n r...` - - - - -- YTS' V •, ......._..._..- -• -_ "° v_o._.- ...a..- .,.._.. .- ........ ...._ _.— .— e... - .._......_ _ . ii1Y. --- - - - - -- ------ iAN J J\k t 2 r N r w000 1 T ___ - --" O O fp r o r \ \\ i D NA Z TL I r s / ! Z n1*1 is x O N O D m ~ C I C7 vn N N _ y O NNN' N NN00 8 Nw 118 D 1 . N ZIIIICnNNai N C V D V z A tni rn cn Z cn O z O_ t— q c7 Z\ D r : zMN) 1r VI= NIIIIIIU=W w o K) O Z VOr w NWrn V i i r b V 0 D M m m SV) 0 z D X k 133HS --a– IN0213 03(1NIl Nz 0 m V\ Z V \\ A Y O \ Z O Lwu av 16 pj J- ^ q 11 U ^ n. 4iW mp p II N x ao lu 4i lai w Jour 11 a 2 W4i W zo -W3 QN Zcn2 N 1 U p aQa ti zo 3 v N n aaa w W UU z 1 b 1S NVYVHgHS w \ CL O a OL if CL U z f` J II CL 00 U ii\ CL CIL W v , O ti qc::t C., O U O ff QN kW V.J O W zVO cr— IO Uli II W a f W UU W U X Q O Q M W oz zz W II 7 LL- cr- s p W cr z W F-j w LIJ I U IIW 1 tw N j 00 O cfl ii O cp C xC3QW it c o0 o m I I f O o DO co I CCO ii r I' l v 1 Z O Z QJ tWn m3 I O 2 ^ n v O Q' Lo a0- a NN 0 g0 00I aN 3W li U, i1= Z 4x0. ii o" UU CO4 XOOONV H I i SHEET i- M 00 S - - - v g f p a W h E 60F6a JOB N0. 00282