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HomeMy WebLinkAbout20031451 Ver 1_Site Plan_20031119, ,r- ~t r 1 ~ ~ fl \ ~ \ ~~1I ~ f / h ( ~ I ~ ~ ~ ~ 0 ! ~ I I ~0 i~ - L ~ ~ C I~ ~ ~ ~ + l ~ ~i r ~ I ~ l 1 ~ / ~ ~ti I I ~ , I ~ ~0 / 1 I I 1 ~0~ ~ 1 I i ~ >I 1 t ~ 1 I ~ ` \ ~ ~ I ~ 1 1 I ~ ` ~ I ~ Q, ~ ~ ~ I ~ ~ ti J I 1 ~ I I ; I p~ . ti l I 1 ~ ~ ~ ~ f ~ / ~ _ • 0~ . 1 1 l l 1 ~ ~ t Nr ~ s ~J ~ / _ ~ ~ l ~ a l ~ I ~ l • ~ ~ ~ ~ f , ~ i ~ l ~ ~ M 1 i ~ N Q • ~ ~ ~ 1 J ` ~ ~ 77.00 • O , O ~ 1 I r ~ I O 76.00 O O ~ , ~ ~ ~ ' ~ i / ~ O / \ ~ ~ ~ • ~ I ~ • 3.0 N ~ ~ _ ~ 1 i i 0 J ~ ~ / 0~ I o ~r 1 ~ 1`~' ~ ~ 1 i i ~ 1 i r - ~ ~ ~ ~ ~ ~ 6g. ~ 00 ~ ~ i ~ ~ ~ - ~ I - ~ i i i 1 ~ 6g ~ i p~. , r ~ J i ~ ~ ~ ~ / ~ i ~ ~ / 1 ~ ~ ~ ~ / ~ i ~ 0 ~ ~ ~ ( / 6 _ / i ~ / / ~ / ~ t - _____l L__--- ~ , / / 1 ~ / ~ ~ ~ ~1 \ / 660 / i ~ r ~ / _ ~ 0 i i ~ ~ _ ~ ~ / __.._____-----------~--f--- ~ ~ ~ i - ~ 0 ~ ~0 ~ / '6 " ~ ~ ~ ~ i ~ i ~ `~----L------- 6 ~ / ~ -f--• _ ~ / J I I ~ ~ ~ , - ~p _ 66. r / \ / / i • ~ / ~ % / / ~ ~ / ~ 14~~ 64.00 ~ i ~ ~v ~ ~ ~ _ ~ ~ 5 i ~ 6 i ~ ~i ~ / / / / ~ i _ ~ _ 1 r 63. ~ 0 ~ ~ o _ _ 0 ti 1~ ~ 1 ~ ~ GGG pp ~ ~ DAM RIPRAP CHANNEL -~~------~-r-- ~ NQTE~ LASS [7f STREAM DUE TQ DAM = 1~0' LOSS CIF SCREAM DUE TD RIPRAP 30' 62. \ 1 00 ~ _J i 6 ~i i 'Q ~ ~ 3.00 _ i - ~ 1 \ ~ 64. 1-- ~ 00 ~ i _ ~ ~ ~ i ~ ~ 1 6 ~ ~ 0 • ~ ~ ~ ~ Z..,'~ /mar .00 ~ ~ 0 0 66.0 _i ~ - - ' ~ ~ ~ ~ 1 _ 0 ~ j ~ / --~f~, i .o ~ ~i / 30 FQQT BUFFER(ZQNE I> \ .00 ~ ~ ~ ~ ` 69 TO BE CONSTRUCTED IN ACCQRDANCE-- ~ .p 6g,0 WITH ~IIDELINES FQR RIPARIAN BUf~FLR RESTORATION r l a 0 ~ ~ ~ j ~ ~ 0 ~ DENR ~ ~ ~ ~ 00 ~ ~ ~ ~ ~ DWQ ~ WETLANDS RESTQRATION.PRQGRAM ~ ,1 ~ ~ 1 _ ~ I RALEIGH, NC i ~ ~ ~ ~ ~ r JANUARY 2001 ~ ~ SITE PLAN ~ f 1 ' ~ ~ ~ ~ _ ~T i ~ ~ ~ ~ _ - ~ l ~ ~ 1 ~ / ~ PITT CGIINTY, NC. ~ ~._e ._______.__._.__.~_..__._.._____..______---.___V..__._._._ \ r \ 1 ~ _ _ ~ _ ~ _ ; ` ~SEAL~ F ~ ~ ~ I F ! ~ ~ I_.L_~~. ~ ~ U ~ r l ~ i ~ RT~# AR LINA 275~Q E 1304 N_ WII IIAM ST. G01_D5f3G 0. Nth C U ~ ~ v i P.O. BOX 762 (919)735-7355//.3';---/362 ~7AX; (919)736--1535 PLOT = 400 J G ~ DRAWN: DCA DATE: 12/19/n ,3 ~ SCAL.f : ~ -100 owc s~aE = o \ ~ tirFiw, i J 9 ENG CHECK: RA, DATE. ~2/19/;j'3 ~ ~ i fyw. 1 A APPROVAL. . IPO Q 3--F ~ J REV LATE 8Y APP DESCRIPTION ROBERT A. JONES ENCLOSURE 4 _ _ _ ~ ~ tic"' ~ ~ ~ ~f ~ 1 1 1 f\ ~ \ 1 ~ ~ it I I ~ 11 ~ i ~ II ~ 11l ~ I II I ~ ~ i I I 1 1 qq i - g~ ' _ _ I ~ ,I ~ ~ ~ ~ I ~ ~ ~ ~ 1 I r ~ I /I ~ I 1 ~I l 0 0 ~ ~ I ~q. i I ~ i 1 I I ~ I ~ i 1 t 1 ~ I ~ \ ~ I ~ \ 1 ~ 1 I ~ 1 ~ 1 ~ 1 ~ r ~ I ~ ~ ~ 1 I qq I 11 ~ t ~ 1°' ~ I I I ~ • C 1 ~ 1 1 / 1 ~ ~ ~ / 1 • 0 0 t j j 1 ` l / 1 ~ ~ ' I r / l ~ ~ I ~ i ~ ~ t • 1 ~ I 1 I ~ 0 ~ I J I I ~ ~ 7 M~ i ~ 7,00 o ~ 1 o ~ J I o ~ o o ~ 1 1 ~ ~ r •M ~ / • I 76.00 ee p. 1 1 ~ i ao ~ / ~ ~ ~ ~3 •00 i~ ~ / ~ ~ - ~ - - 1 ~ ~ ~ M• • • ~ ~ q0 ^O ' ~ 1 i 15. ~4, ~ ~ ~ ~ 1 i ~ ~ ~ ~ ~ ~ 6g ~ ~ / ~Qp i / - \ ~ _ ~ - 1 ~ a > ~ - ~ ~ / 0 i 1 I 68, o0 ~ J ~ / ~ ~ J i / ~ / / / ~ / ~ i ~C ~ ~ ~ / i~ Q 7`-- ~ o ~ ~ t ~ 6 ~ ~ ~ / h. ~ 1 ~ 0 ~ ~ / / ~ , Y i - ~ ~ t ~ 1--------~- i / 1 - _ _ ~ l ..r r .i i / _ 1 0 ~ ~ - i ~ pQ i / ~ ~ ~ ~ ~ ~ ~ ~ / I ~ 65. ~'~---7-----~ . ~ I ~ i 90' 'a r ~ , ~2' / ~ ~ ~ Q i _ 6~ 6 i i ~ ~ ~ ~ ~ , ~ ~ 64.0 ' .-..._~r / ~ 0 ~ 0, , - 5,~ l o _ J i 6 i~ I ~ . ~ ~ i ,J r-»- r ~ ~i / / , / r .1Y' - o \ ~ r ~ 63.0 ~ ~ ~ ~ o o _ v 1\" O ~ r. ~ i 0 ~ ~ DAM RIPRAP CHANNEL f NQTE:~ ~_[;SS pF STREAM DUE TD DAM = 12C' I 6? ' Op LOSS pF STREAM DUE Tp RIPRAP = 30' ~ a ~ ~ r ~ ~ .O ~ ~ 63 00 ~ _ ~ i 0 i ~ i i ~ ~ 00 ~ i ~ ~ ~ 1 ~ 1 ~ ~ i > •p ~ 65.Op ~ ~ ~ r r ~ A ~ ~ ~ ~ 0 ~ ~ r ~ ~ p ~ ~ ~ 66.0 ~ ~ ~ i ~ _ 1 y~ J/ i Q - _ ~ ' - ~ ~ ti ~ ~ 67.00 _ t / 'f---- 30 FppT BUFFER(ZpNE 1) ~ ` j Tp BE CpNSTRUCTED IN ACCQRDANCE 1 69 .p 8,00 j WITH GUIDELINES FpR_R~.p~RjAN BUFFER,~'TpRA IpN ~ 1 0 ~ ~ ~ ~ ~ ~ ~ DENR j ~ ,QO \ DWQ ~ WETLANDS RESTQRATIQN.PRpGRAM ~ \ ~ ~ ~ ~ i RALEIGH, NC ~ ~ JANUARY 2001 j _ _ ~ ~ \ 1\ \ 1 ~ r.. -w ~ SITE P~._~N j ~ ~ JI r j ~ ~ ~ \ f j T ; T ~ j 1, ~ ~ ~ - ~ j ~ p r 1 ' 1 / ~ l ' ~ _ SEAL F ~ ' , r..,_ t_ ~ ~ ~ j - h{ ~ i__ f t ~ t j ~ ' F 1 Zf1A AI 11111 I IAiI C`7 (x/11 fl C`f71Yfl11 Atl1(9T1 ~ hA['7 f'tl IAIA n-1C 7n JU`t iv. VVILLIMIVT .D I , OULUJDUrNU, IVU,°S I Fl UfiRULIIVH L / JJU i D P.O. BOX 762 (919)735--7355/735--7362 FAX: (919)736-1535 ~ ~ ~ i ~ G DRAWN: D CA PLOT -_ao0 ICA DATE: 12/19/03 SCIA4t. 1 -100 DWG SIZE = D -ii-DIADOW ~s._ \ i ~ ~A- 8 ENG CHECK: RAJ DATE: 12/19/03 i APPROVAL: 1120-03__F . _ ~ IREV OATS BY APP DESCRIPTION ROBERT A, JONES 15+1 # OF ENCLOSDRE 4 y .v ~ ~ ~ a S YY` ' ~ e ;a~ ku yy~~ a. r s p"v.~`"y~h ~~..°dd u r ~ f ;R, i z. ~ , ~ .9, .f.:, ti4. ~ } - ~.Y S- v T ~ . .^K.a k ~ 7t ~ ~ +...p. k,. q f f- ~ 2# ~f 5..` :~Yxf i`. ~ .r, .l` , Via:.. xR vY. „at ~`b;{t,~y. a 1 • . 'y 'r y~ .,r A , s . a . r. ' a .4*., t v ~ ~~yy:. .R.. S ,A..,,. ~ .v . i. 1 .a: v-.-y.. y.... x. ,y .A. ..1 'i_,x s ...y.., ,v1 k.~,.e,~ y 7 '.'ct" v..r e V k f; ~ nr NOTLS r 1. APPLICANT: LG. HOLDINGS, LL.C. \ N \ \ \ \ \ \ \ SHIPSWATCH I P.O. BOX 120 KITTY HAWK, NC 27949 \V AV ~ ' \V A ~ / \ \ \ \ \ \ ~ D SHIPSWATCH ~ ~ R. ~N 2. CURRENT OWNER: RUTH S• TATS ESTATE .N P.O. BOX 12 NAGS HEAD, NC 27959 \ \ \ . \ \ BARRIER IS, \ ~ \ \ \ \ ;rn \ \ \ ~ i.,, 3. THE DEVELOPER. INTENDS TO CONSTRUCT A 6,601 SF. RETAH. BUILDING WITH A ' 770 S,F. TWO BEDROOM MANAGER'S APARTMENT. THE EXISTING IMPROVEMENTS ARE TO BE REMOVED. o. \ ~ ~ \ \ \ ~ CHRISTOPHER POTESKEEf M 4. THE PROPERTY IS A 44,809 SF (1.03 ACRE) PARCEL LOCATED IN DUCK, AND ~ ~\i ~1 ~ ,\~0~\\\ \ 5CAR80 z RECORDED IN DEED BOOK 123, PAGE 129 AND DEED BOOK 139, PAGE 60. THE PROPOSED GAZEBO AND WALKWAY MAY BE n°nK 1 PERMITTED AND CONSTRUCTED AT A FUTURE DATE. ~ RE~urr DARE COUNTY PINS 9859 16 63 2629 AND 9859 16 83 890. \ ~ G1 ~ \ \ \ ROUGH ENE .PROPERTY ADDRESS 118fi do 1188 DUCK ROAD. _o,y IMERNNITTE H AREAS ~ \ ~ \ \ \ \ \ NtcAGE ~ J of ARS LAND y ~ \ \ \ \ \ \ pf DUCK \V FOUR ~ PROP TY I ON VI E COMMERCIAL AND' RETAIL FACILITIES AREA ~ 5. THE ER S Z ED LLAG , PERMITTED USE. - \ ~ \ \ \ ~ ACR ~ , ' ~ 1 1 X \ ~ 'ti \ \ \ \ ~ PIOVER DR. 8. THE PROPERTY IS IN A FIRM ZONE X AND AE-7', AS SHOWN, COMMUNITY PANfL 1 y \ Y V rn U ~ ~ Gp NUM$ER 375348 0017 D, DATED APRIL 2, 1993, (SUBJECT TO CHANGE BY FEMA). ,7 \ \ \ ~ SEABR ~ M \ . ~ \ \ \ \ o EEZE DR. 7. PARKING HAS BEEN CALCULATED AS FOLLOWS: y ~ EA HAWK DR, x ' \\i (1 SPACE/200 SF RETAIL SPACE) ~ aROPO~ wood ~ \ \ 6,601 SF 200 SF = 33 SPACES REQUIRED ~ woOD / ~ y ~ 2 BEDROOM APARTMENT R 2 SPACES REQUIRED . - TUC 35 SPACES REQUIRED _ o+uu+T' l .z ~ ~ ~ uu+~ a \ \ \ \ \ \ ~GELtNq gT, 1 35 SPACES PROVIDED I LINE y _ , 224.78' • iAWtLS \ \ \ \ \ \ \ ~ 'R 8. LOT COVERAGE IS AS FOLLOWS: - y ,y, i y wc~ TO REIAMN \ \ \ \ \ \ \ JAY HAR SEA TOTAL SITE AREA:. 44,809 Sf (1.03 ACRES) q,E~~p \ \ \ \ \ CREST G~?VES ST , , l ~ v\v\ \v~,, CREST (CALCULATED TO WESTERN BULKHEAD) M O V1 Y-,~ ai AREA WITHIN AEC: 20,619 5F (0.47 ACRES) ~ • (CALCULATED FROM WESTERN BULKHEAD) N ~ ~ • Nj ~ N.L rs car, LlL a a ~ • VICWITY ~P r .A PROPOSED BUILDING AREA: 8,601 SF bj 25g a ~y ~ W~ N.T.S. N, PROPOSED CONCRETE: 1.685 SF DDS. 140'7, P~6. 21b ~ NRIJ PARGft. PROPOSED LOT COVERAGE; 22,286 SF = 49.7X (80X ALLOWED) ~ _ ~a,~'W~;a~i-r7~G~. ~9 li ~ IPJ90 wtlgvb ~ FIGU.Y Mi GdMIRGW. OLLDIi! AEC COVERAGE AREA; 6,778 SF (32.871) (STORMWATER MANAGEMENT : "46"W ' li 83 129 pp. 199 k9'"' ~ ro i-1 tt ttt VI?Itt f N23 41 , Db. I23 Pty. li9 ; ,i- PLAN PROVIDED) ,90' r credo x~ o`°~'' R auuc yy 38 SF , ~ ey' K w rre ro ROIMN ~ ss'~ r ~ " N9 ~ 9. SETBACKS ARE AS FOLLOWS: ~ ~ ! NT : 15' y~ i~ To REwuua ~ ) ~~x ~ ' , ~s ~ ~ f~ AtPJ 17D N !l~1i"'/' (SIDE): t 0 ~ , ~ (REAR): 30' LAMA SETBACK i m aRE~r oowNSaour ~ ' ' ' 6~ 9 ` ' 3' STONE TO MffiLTRATION AREA~,,~ 7 F 1 R X ORVwKiE P ~ 10. AREA T4 BE DISTURBED:. #35, 00 S 0 8 ACE (60) ro I ~ ~ 4' CSR 20' SPACE s1 rr~H ~ y • ro RETIAMi 7' , ~ r~'?'r ~'~~,e~ Q t 8 SPACE yq ~R QE 11 TH IMPR V MENTS COMPLY WITH SECTX)N 43 OF THE DUCK ZONING • vAv f STTE a E , 1 wml ~ , ~ ~~~+tu~tu+~tt~ r I r HANG ORDINANCE FOR SAND DUNE ALTERATION, r CPP d ~ ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL TURFGRASS ' oar TO 8' ' • ~ GAILON ~ r TANK VEGETATION MlX OR SODDED WITHIN 30 WORKING DAYS OF COMPLETION OF WORK,. ~NFlLTRAt~+ AIWA i ~ ~ r ~ s I ro ,4•A ; ~ ~ „ ~ = 6351 ISF MASONRY sA• r,TSO GALLON ; 12, All NEW UTILITIES SHALL BE PLACED UNDERGROUND. ~ r ~ ~ ,~,7 ON CONCRETE SLAB ~ ~ ' ~ ~ RETAIL (BUILDING W . • ' ~ , ~ ~ ~ LME owc pUl~ T,vac ?fi't' i~ 4 TO 13, ALL UGHTIING FIXTURES SHALL BE 100 WATT DOMINION ROWER ULTRA FXTURES ON ` r~ ~ ~ } a r 2-BED~!?OM$ .4BOl~ ' r r ( !A` hNGcdRY 18' POLES. LIGHTING STANDARDS SHALL COMPLY MATH SECT~I 46 OF THE DUCK ' " ~ F,F, ~ = g,00~ 6' SIDEWALK ' ~ 20NING ORDINANCE. ~ ~ , ~ ~ ~ U;~. ' ' ~ u' p 18 NNE 9A' AK Vl r ~ 7 Y ~ 4 • ' h~ 14. LIGHTING FIXTURES SHAL}. ~ .LOCATED ON THE SITE AND SHIELDED OR , . • ' u" 7+i" ON( W~ Y hKA~OlCt' Z 2 100 REPAN AREA ORIENTED IN SUCH A MANNER AS TO MINIMIZE LIGHT SPILL ACROSS PROPERTY p~~ TREE ~ , • • ~ fl~P R • , • • ~ LINES AND PREVENT UNDUE GLARE AT ANY LOCATION ON OR OFF THE PROPERTY, ~ + ~ t , ~ , ~ N a f ; ~ ~ 4 ~ Y ~ ~ ~ ~ 20' SPACE ~ > F TO REMAIN 1 15. LIGHT FIXTURES AND SUPPORTMlG STRUCTURES SHALL BE ~ ~ . r ~>a ~ y~ ~ ~X~ r NIGKdRY 1 - ~ ~ ' CA , ~ ;t_ 19 sPacE ~ CONSTRUCTED TO COMPLY WITH NORTH CAROLINA STATE BUILDING CQDE wa7Der J , ~ rr 29 REQUIREMENTS, ~ r~~,~~~~ ~ _ ~ ~w. o' ~ , ~ ;r OVER ~3 ~ , ^ ~ ,zr . CONCRE?$ WAIx y 6' WALK ExISfMlEPOIElCUY ~ ' ~ ~r+•.-~.-a- ..r.a 4 ~ ~ .a... 6' wALx o J 3 i HANG cD a~ a ~ f N WIRE 70 BE RENORlD" ° W " ' r - t8: STORMWATER WILL BE CONVEYED VIA SHEET FLOW, CURB INLETS, PIPES ANO pry 711 pry~~ RELOCTfa ~V JCT.G .~~•S.~ ~3S , Vii, L" d ~ ~ •:^.Zj t~~ ~y:'~ 5 * .Ka5M13.:,: ~~.4 h i~ OPEN SPACE DOWNSPOUTS TO DRY INFIITTiA710N AREAS LOCATED ALONG THE SOUTHERN ' a r4 ~ : a , ~ . ~ M , t , , . ~ ~ z ~r, y~ I SE'E SHEEP 2 . ~ a " PR~ERTY L NE ( ) ~ x ~ ~I ~ g lt. 6 k ~fi _ _ ( \ Q 17. A CAMA MINOR PERIdiT IS REQUIRED FOR WORK WITHIN THE 75 ESTURINE AEC. ~ tiz ' = , ~ ;.~a ' ' 18. A SEPTIC Td~K/LPP OPSPOSAI. SYSi~Yf MRLL TREAT AND DISPOSE WASTEWATER ~ ~ ~v~ . y„ r , . o r N- A YSTEM PERMIT WAS ISSUED BY THE DARE COUNTY ~ ~ ~ ~ , • t - ' ~ s~' 0 SEPTIC S ~ ¢ a a ~ xa~. K'" r s im ~ e~t~x a° a f"~a, k HEALTH DEPARTMENT. V~lxxilAR , ~ x w r ~ ' 30. S , AREA , , +~t 7 t1GWlY A ro RFIMIN 19. A NCDOT DRIVEWAY PERMCf AI'PLICATX3N HAS BEEN SUBMITTED. ~i°v ' ' ' ~ NT5 ~ F , , ~ ~~n.. ~ , ~ gym;; ~ ~ ~ . PRO Y WITH ACl 318 AMD ACI 305 ~ 20. ALL, CONCRETE SITE lid VEMENT SHALL COMP( INCLUDING EXPANSION JOINTS AND RENVFORCEMENT. ~ i 8;6 'uj~'.~.r.r - ~t : ~ 1!lKA( 6LM DS ! 401 uR E ~ ~ b WETLAN I r~. ~ ~ ~ to I ( ~r ~ ~ a 0.x-'44 i k~~. r~4~ ~ ~ DOL. 10' I1G1i0RY ~ f' ro REMAIN 21, NO STRUCTURAL H!IGHIIGHTING WILL BE USED OR ALLOWED. ~ I A Y I t w.. ' r iii " ~ ~ ~ 2003 NOV 1 ~ ~ O ~ y ~ ~ ~ I ~ ~ ` ~ t~el r~tr (y~~1 N~ ?.2 '~~''2 ~ La ; 23 16 ! 2' I 26 / r ~ ~ <.a • a.. N l r LLG ~ ~ ~ , ' I rv 1 1 I ~4 ;,y : I 7 ~ ,2 A ~ ~ ~ TER (~p~l,1T~( ~ { ? s s ? ? ? - ~ -r ~ ~ ~ ~ ? ? ? ? • ? VAp ~ t. in L J ~ ? ? ? ? a ? ~ ~ . OyER~ ~ L2 ?a:~~? ? CJ rJr NYA~GRY _ SER y v s.k 1 -0 xt -6 x.090 ALUMINUM HANDICAP PARwrw~ . , Rt 5' F F S15'44 3T 57.84 ? ? t ? ~ PARKING SIGN. SIGN TO READ "RESERVED ~ ~ ' 711 " 183.64' 70.56 ~ e •01 ofi E_--- 1tE LINE) IE LtNE) PARKING" WITH tDENTIFlCATION SYMBOL, ---w , w BOLTED TO STEEL TUB WITH 3/8 CADMIUM w ~ , • ~ IRON PIPE FOUND eye 4r rAUae~r , PLATED BOLTS, NUTS AND WASHERS. t IRON ROD FOUND {:T#E LINE} YAtc~MWA f' 1.i. • ~k fz~sott a ~x PK NAIL FOUND ~ ? N PK NAZI SET ~ • CORNER RADIUS: 1- t /Y TYPICAL ~ ) L C7 ETE MON M NT F D CONCR U E OLIN _ : r~r? _..__:.a--- ~ CABLE TV PEDESTAL ~ ~ r 1 ~ 'R . /W) I 4 ® TELEPHONE PEDESTAL ~ ' • t~ UTILITY POLE ~ nn OVERHEAD UTILITY LINE 4 STYP POST . ~ l7+EE Q PAMe~ti` W PROPOSED LIGHTING ¦ ¦ ¦ ~ ~ ¦ ~ ~ bA ~ •s ~ ~ r T~• ' $ 'fi'r ~ • 1.1b 7A1 • SHORELINE GANG. 2lA r.p - - R F WAY ~ • IGHT 0 en a - MINIMUM BUILDING LINE m~5 i , i t 0 i~ EXISTING CATCM BASIN I EXISTING DROP INLET ~ ~ / EXISTING STORld DRAINAGE PIPE \ ~ F ~ EXISTING FIRE HYDRANT I z tY ~ 0o EXISTING WATER VALVE 0 EX~TIAiG MIAIER METER I Q t I m 1D ; I ~ ~ I M ~ 20 D t o 20 4o ea PROPOSED WATT3t METER I v EXIG WATER LMVE VARIES r"R1F~?T~ D ~y N N N SEE PLAN ~ PROPOSED WATER TINE ( FEET) O O p O FORM ClH2B SECTIONS W/ i 2' PREFORMED JOINT FILLER 1 INCH 2D FT. CLN~RETE / 8' \ ~ ~ ~ . STD. CURB FORMS A{.ONG BUILDINGS i I ~i M 6 / ~ 5 5" VVI?V. ~ r ~ r' ~ ~ m+? 5TOF~iWATER FLOW ARROW 5" W~ REINFORCED r (n ~ ~ ~ 0 CONCRETE Q ------iC-- O~ . m 4 - V ~ 7 7 7 ~ ~ i• ~/~TC NTS ~ eae EXI5T8lG Sd'OT ELEWATIt7ti / ~ , "v'ii Y 1. REGARDLESS OF ACE, ALL ACCESSIBLE SPACES U . ~ ~ PROPOSED SPAT ELEVATION w r 'X; , , 'A « . i B" , . _ , . ti SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS _ .'-`ceeih''t~scr•:.' o ; 6 x 8 No. 10/10 WWM ~ ~ 215 MAX. , ~ n?u v /crr ~i n ~ c 1 VARIES 40 mmool. TRAFflC FLOW ARROYi 5.E' MIN. I }.3 2. NEW SPACES SHALL NOT USE GROUND-PAINTED all, c- SIGN* SCALE. Al AIL SYMBOLS. f f~\,~\ 61 6 3. ACCESSIBLE SPACES ARE REQUIRED TO BE f! 20 3000 PSI CONCRETE V I STRIPED OFF ONLY, BLUE COLORING IS NOT HAWCAP PARK{NG SPACE EE NECESSARY NOT REQUIRED. PROPOSED CURB INLET 4, STRIPING IS WHITE ON DARK PAVEMENT; BLACK ON LIGHT PAVEMENT, N.C.D,O,L 6. t ) SHEET, . S, CONDITION 1: PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND SIGN, CONDITION 2, PEDESTRIAN SWALE PATH GOES BY, UNDER, OR AROUND SIGN. 7UW DON+N WAtX NTS NTS NTS 6. STANDARD SIGN COLORS: BACKGROUND - WHITE, OF NTS LETTERING/BORDER - GREEN, FIGURE - WHITE ON BLUE FIELD. 4 WOO m . ~n