HomeMy WebLinkAbout20041561 Ver 1_Site Plan_20040922, h REVISIONS
~ `3 1 pa{e Description By
NOTES: ;~~d~, r ~r:'~ NOTES: 1 , 1 CAMA LINE JLR
' ' 1. ALL WATERMAIN CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE LEGEND 7 0 LOCATION 2 EVI ED PROP. JLR
1 `""°`"0k ~ ~ ~ t 1) ALL STREETS SHALL BE PRIVATE. CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFlCATIONS MANUAL. - - - -~2- - - - EXISTING CONTOUR 16 OND SHAPE
n ~ 2 STREET RIGHTS-OF-WAY, 45 FEET UNLESS 5 7 ) • s.s3 LINE TABLE R DED BULKH JLR Ec EXISTING SPOT ELEVATION 10
=~~""'"}`k' : OTHERWISE NOTED. I MINGTON CROSS CONNECTION 2. PROJECT SHALL COMPLY WITH CITY OF W L ~ y,rr~~, y 3 TOTAL NUMBER OF LOTS: 13 PROPOSED SPOT ELEVATION UNE BEARING LENGTH 4 ElID MEAN JLR
) CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL old iowm~ o Ra ~ l,,yte, ~ 4) TOTAL ACRES IN TRACT: 9.24 L1 N41'21'32"E 53.78 23 DED OASTAL JLR
~ REQUIREMENTS ARE MET. CALL 910-343-3910 FOR MORE INFORMATION. o` ~ 5) WATER PROVIDED BY CITY OF WILMINGTON. DROP INLET w/INLET PROTECTION LZ N29'37'19"E 37.49 O1
~ ~ca9 ~ ~y 6) SEPTIC TANKS WITH APPROVAL BY NEW HANOVER 3. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY / j6 , STORMWATER RUNOFF DIRECTION ~ N24'48'32"E 33.62 L4 N25'52'27"E 56.55
I ~w,,~ COUNTY HEALTH DEPARTMENT. IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) CONCRETE AREA L5 N24'37'03"E 41.17
7) DRY SEWER TO BE INSTALLED FOR FUTURE `NEW 1 ~~1 ~J R CONNECTION. BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX. HANOVER COUNTY SANITARY SEWE
I ;I~ 8) AVERAGE LOT SIZE: 15,000 SQUARE FEET. 4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY~S ~ LIMITS OF DISTURBANCE L6 N34'30'40"E 30.73 L7 N41'33'08"E 34.67
D 2 ~ 'I 9 MINIMUM BUILDING SETBACKS: 25 FEET FRONT; 10 2. , .~.1~. ) CROSS CONNECTION CONTROL REGULATIONS. CALL 910-343-3910 FOR INFORMATION. TSF _ TEMPORARY SILT FENCE L8 N47'18'OB"E 35.80
M': - ! FEET SIDE; 20 FEET REAR. enddlchapel~ ~ ~ _ . X X L9 N53'39'07"E 42.12
„ cd - 10) DRAINAGE TO BE INSTALLED PER NEW HANOVER 5. ESTIMATED USAGE ARE AS FOLLOWS: W "404" WETLANDS L10 N53'39'07"E 7.65
COUNTY AND DWQ SPECIFICATIONS. ~ WATER: 5,200 GPD SEWER: GPD ~Y W W W
,c j- ~ 11) THESE PARCELS ARE LOCATED IN ZONE R-15. NO PUBLIC SEWER INITIALLY, ''~'J h , 42 12) DRIVEWAY PERMITS ARE SUBJECT TO NCDOT
r soma " DRY SEWER PROPOSAL- SEE NOTE 7 REGULATIONS.
CINITY MAP (N.T.S.) 13) PUBLIC EASEMENT TO BE GRANTED TO CITY OF 6. DRAINAGE FROM LOTS INCLUDING ROOF DRAINAGE TO BE DIRECTED TO STORMWATER SYSTEM. YI.
WILMINGTON FOR MAINTENANCE OF WATER MAIN AND
RELATED APPURTENANCES.
SITE DATA
TOTAL AREA 9.24 ACRES ZONING R-15
ASPHALT ROAD AkEA 22,979 SF
DISTURBED AREA ENTIRE SITE) 6.33 ACRES w
PERMITTED IMPERIOUS AREAS AS PER NCDENR SWB 021109 ~
STREETS 24,480 SF Q'i
a ALLOWABLE BUA 5,500 SF H
z z
0
U
8' GATE . O
VE zN
- - U
6' GATE VALVE _ - - - - - ~ ~
~ EXISTING 6'W A o x EXISTING 6 W
~Obn 8 CT~C Road ~ CONC. MON. _ _ _ - - - - - - - - - - - x H
- - - - q1 R/W Varies (Private) w x
,O ~ / q~ - 0 ~ w
~ +b ~ I I z i w`z
N ~ ~ V w
2 _
z w
Lot 1 z Z
i tt J Y1S f'ee bMPOUhP~S ~j
ti ~ a 1 A
o1nY1 1. f~~IF Qou ~ S - - - - - ~ w
/y~• " Y'~ ~ Lot 6 Lot 7 Lot 8 Lot 9 9 Lot 10 U! M e W
+ Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 .0~ 1 ~ Lot 14 I-j ~~yy ~
~ ~ Johns Creek FEy W
b: ~ . • ^ Lot „ 0 8" GATE VALVE ~ on 7'd~-o y W r74 ~ 575 AEC ti ~ r E~ 0
a; Subdivision Q 2 12 CORRUGATED PERF RATED ,~I 8' SLAW-OFF AL WETUWD UNE 100 YEAR
N,-v PLASTIC PIPE WfTH 2x2 STONE 12' F.E.S. S 84 42 54 E Q'i l . ~ 24.99' FL000 UNE 15' Communit Easement
~a~ TRENCH WITH FABRIC CLEAN INV. 15.0 N ~ ~ ~ Y - ?0 te.s7 > > J S ~ ~ ~ -3'- S >r MEAN HIGH WATER UNE AS
,p ~ ~ ~ • zz ~ 2 ~ . a.e ~.6~ , . / ~ i , •.._22. - ~ ' 3' e 79 0 Control ~ ~ ~ ~ o - . 99 ~ 844011 E 99.97 qP ~a , ~ -23 4 39`32 ~ ~ • ~ r- i .71' tal I STAKED BY CAMA OFFlCE 3~ 79. ~ ~ _ ~ ~ ~ . ~
APPROXIMATE LOCATION l Com ® 84 21 E ~8.9 ~ ~ S 8/37 50" 2 .52=- r ,r ~ ~ / \ ~ 1.56 \ \ \ 1 PED EAS / / w \ ~ \ unLTY / y ~ ~ ~ ~ y y
IXISTING 8" WATER `~1 ~ ~ / / , -24 - ~ ~ \ ~ _ , ~ / / ~ VEGET E ' ~ 2 DRAINAGE ~ MSS ~ ~ ~ ~ ,22' CITY OF WILMINGTON) ~ ~ ~ r / ~ ~ ~ ~ /
( ~j 1a q,IENT _ 0 / DISTURBANC ~ ~ ~ / J ~ 11'53 23
PI ~ IrWN IN ~ ~ ~ PINE / \ ~ o~ S 7 F 8 8 r^ ~ ~^y / ~ 1z ,258 S / / ~ ~ ~.Q ~I ~ ~ ~ . z1.a / 8 10 a ~ / , I / / ~ 91.53
cv ~ TNdE C'7 1 I ~ .4 \ I / / / ,s ~ 15,212 1 - - - / 1r . ~ ® ~ . I ` PINE ~ ~ ~ ~ \ ~ ~ \ / ouc~ 19987 SF ~ `~,1 u• / ~L ~ / ~ ~ ~ ~ ~ W W ~ '12. . I ~ 0 ~ ~ . .4 • ONf~ oAK~ ~ ~ / / I
o~ e• / Il/ 1 I S \ a>IC 12• 9 8 2 ' 4 . \ ~r ~ ~ 2 ~ 1~ ~ ~Q
EXISTING EOP o p ~ ~ 1z 5` 1 ~ C~ ~ BAI( I I PINE \ ~ ~Z1 1 795 S 2 I ~ ~ ,5
~ ~ /16 0 F \ N ~ ~ / ~ 151 SF 1 ' I ,e.~ N 15,09 , ~ PINc 15, SF ~ 5,175 ~rC~ ,5 ~ C 19• \ \ N~N ` ~ PIN /12' 1 " 1 2 Q I r ~ lads 1 N , 2• NAK ~ n I ~ • .6B ~ ~ `V I ~ PIN '
PINE 15396 s~ 1 ~ P I ~ . ` e ~ ~ ~ 1 FH / ~ 1 1 I (P 15.71 C7 PIN ~ `~10 ~ ff E I , .91 ~ ) e'~ z ~ --x-22. 21~ s ~ C I I 1 r ¦ o 8~ ~ ~ S 171759 E ~
(1) 8x8 TAPPING SLEEV \ ASSEMBLY ~ 1, ~ m ~ PINh_ 0 ~ I AK I~ a \ ~ C7 (1) B TAPPING VALVE ~ ry / (1) ` ~ / / ~ \ 1C ' ~ ~ \ I 19.08' w / / \ • 3.12
~ ~ / / . ,s.~ASSEM L \ ~ I ,~r 14 ~ . . ( / ~ ~ \ / \ 14 ~ OAK v 14'®1 Q ~ ' 12' 22' ~
I I ~ C7\ 1d• \ ~ PME / 25.32 PINE VI ® I 2 PI \ ~ ~ ~ PINE 15 F.E.S ~ o \ L ~ ~ _ 2 .56 ~ AISS, g ~ 1) - Exis ~ i ~ ~ --t ~o• n D Drive ~ \ ~ 8 OAK C7 \I'. ,,~,~JQ 1Q•~ ~L ~L ~ ~L
P P_-• ~ 1~ ouc ~ / /~SSE Y ~ 1 t7 17 1B 14 ^ ~ oa~ / 8 ~ ~
~ 9~ , % nx ~ 1 s ~ ~ SMH ~ ~ ~ I ) . _ - - .5 I • l ~ I ~ ~ - r,
~ - ~ ~ - - MATCH EXISTING • e% s5Y /
GRADE 24.01 ~ ~ 2• EAWAY V -45 f ~ ~ 1g 6 6ucS ~ 1 / / / / 2.33 ac.t ~r 8 aS ~ ~ p ~ ~ s 047 53 ~ .
i, OPENIN 50' TEMPORARY " ~ ~ ~ ~ ~ ~ i ~ ~ 102.33 U
CONSTRUCTION p 10' ' ~ ~ ' ' ~ o / / / I I •3.54 ~ o '0 2 / / `t' y y `1' / r3.lo L ~Y ~ o C4
ENTRANCE X X ) . 24.2 / ' ~ ' 16 / ~ ~ H ~ .I./ / / ~ ~ ~ .--I CD
~ ,o•o~- N 84'23 05 W~4 .10 \ \ P ~ N 25 50 . zo.n MH • zags ~ z1.u ~ / N-1 ~ \ l I. N0.2 ~ 15 F.E.S. w ~ , to ~ ~ y ? ~ 1 .0 / / ~ _.-.yMIT3~ F.L ~Y ~L ~ 9v ' ~v ~ 4 ~ lC1 ci Q ~51 ~ .3.19 ~ V L ..113.75 1 ~ 1• DISTURB~ICE ~ ~ °A",3• Q l l d
~ ( ~ • 19.79 ti 9 ~ ~ / ~zo ~2 ~ r \ \ M 18.5 \ \ 2z• f 5'x10'xi2' E.D. ~ ~ 9 TST 1 0 D.1. N0.1 ~ ~ PINE ~ ?0 3:1 GRASS ~ ~ MITS OF ~F ~ INN. 14.0 \ \ ~j 17 ~ / / \ °4K ~ . ~Y ~Y ~Y o. ~L ~L ~ ~L ~ •lr Z ~ t'0 z
~ RIM 17.0 DISTURBANCE ~ \ \ \ INV. 14.0 ~ / 59,x'48 ~r ~ _ I . 1 5 / I ~ oAK ~ I \ ~ OJ ~
~ ~ 18 CPP WITH \ \ \ \ / 12 F.E.S. re uted owner 450x15'x3' STONE reputed owner \ \ \ ,~j/ / x 8 I /avc J% ~ ~ ~ y ~ ~ ~ ~ y 4.s4 ~ ~ ~Y w ZO• ~ ~ I 1.19rl Z ~ ~ I I - •
INV. 14.5 Albert & Sharon Smith Gayle & Mary Batton \ \?O ~ ~ / / ~ I TRENCH (SEE DETAIL) D.B. 1184, P .0413 ro / / ~P I . ~ S 18'5415 E i y ~ ~ y I ~ ~ ~ y ~ ~ o ~ w I 9. W I ~ ~ ~ 55.52 ~
D.B. 0938, Pg. 0149 9 ~j ~12 ~ auc oAx ~ I ~ a I / ~.~I t~~.1(101 ~ a
0 3 Fi F OPl(5 I 13• U •rl
TSF TSF to' 10• 33.61' J PINE ~ ~ I~E~ ~ 1..~ ~~4 a ~ ~ . . ~ . ~ 3.03 • ^ Fi O
- - - - - - - - - - - - - - qp~ / N 84'24 25 x,79:9 I 4 25 W 2 .54 NIP T ~,1 a ~'w,E ~ 2 0 / / • 7.J8 ~ ~ • 4.75 VJ rl ~ Y`1
PROPOSED PON TO MNNTAIN A 50' 20 > jai p 1 i / • p(~t 78,E ~ •1 9 0 6i a • 3.03 r-I rii f~ ~ 2 ,a ~ ~ ~ v. ~ too 10o YEAR E"'+ d' a w
PARATION FRO EXISTING WELL SE • 2.78 ETATED FlL Opp UNE
E ret Point Q
Subdivision CONTRACTOR TO PROVIDE TOR TO PROVIDE POSITIVE reputed owner N
Ref. M.B. 13, Pq. 36 FROM INFlLTRATION POND AREA WRHOIJT CROSSING FILTRATION POND TOW D Charlton do Sharon Maultsby fliOlJT CROSSING D.B. 1139, Pg. 0155 ~ ;
IJNE ~1 ~A r' f
Lot 3 Lot 5 Lot 7 Lot 9 Lot 11 Lot 13 Lot 1 Lot 13 ~ ~ ti
\\1111 111 I 11111/ JJ/'
~ ~ ."c i
SEAL =
- - 17374
~ • y A•
et Point Road ~ % ~REG4R
~ d~ (7-
t, ~ DATE 08-27-03 Q- ~ I,
J r' _ DESIGN PGT
/.C~ 0~~` DRAWN JLR
,~I , P
Cjv
SITE PLAN
1" - 60'
0 30 60 120 180
SHEET 1 OF 3
02081