20080458 Ver 1_Site Plan_20080627

EXISTING BRUSH LINE ALONG PROPERTY
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~ ZP ~ ~ ~q PROPOSEb GRAVEL ~ ~ r ~ ~ ~J' ~ N~AVy . a,rn; ~ ~ ~ ~ . DUTY . S Y * Y A ~a, ti,.rk~ pARK1N0 ~ ~ ~ ~ A a 1 I
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f . f' PROPOSED GRAVEL s., . P . ~ I ~ P ~ ' , , 11 Cog NT ,~1 a ~ ( r,,~ ~ . r r i ~
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~ . Z , lv ~ q " ~6" INV, ELEV,= 18,00 ~ . i,.~„( W 1 ~
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r WASTEWATER PUMP STATION ~ . o ~ . - ' ~ 1840 CONTROL PAN` L ~ S 1 ~80o SF o ; ~ , f PROJECT NOTES:
' PLAT CAB. 1, SL. 46-A x~ _ y,~y~ h
~ ' NOTE.• IRON PINS FOUND 4n ° SANITARY SEWER 0• PUMP STATION ON ALL CORNERS ° ' , •<< ~ . - - 50' i ' INV. IN - 17. •.S`~ G, , X ~ ~ ~~1~~'", Q} ~ } 1, OWNER: CARTER PARTNERSHIP OF INDIANA y ~ ~ ~ ~ ~ 601 TALLMADGE RD„ KENT, OHIO 44240
t° ~ f ~E_~~,~ Z ~ ~ ~ PROPERTY ADDRESS; 121 WIiITEMON LN. fDENTON, N.C.
fORCEM ~~T ,s p •g, • 6" SANITARY SEWER , + , . c~ U Q~ ~ ~ 2. P,I,N. 780500464211, REFERENCE D.B. 375, PG, 754 y 0 ~ ~ ~ t 3. PROPERTY IS ZONfO CH.
P~OPO SERVICES fOR • 3 ~ , , OUTPARCELS 1 & 2 r' ? ~ ~ * ~Oi ~ 4. PROPERTY CONTAINS FEMA ~1.00D ZONE X, I R M NUMBER
S 733g~ OOD'..,. ~ w; ~ 3g a J}{~ ~ ~ ~ ~ ( 370412007082242 PANEL 7805 EFFECTIVE 12/15/05
,OpP f 5~,:: Z h , , ,N , , , a-, t ; Q ~ 5. OUTFACE TO UNNAMED TRIBUTARY TO ALBEMARLE SOUND. ~ ~ w ~ ~ j.'.; ~ ~ {J ( 6. WETLANDS ON THE SUBJECT PROPERTY HAVE BEEN IDENTIFIED BY ENV?RONMENTAL
0 ~ r ~ 1 ( 4 PROFESSIONALS AND WE ARE AWAl11NG A JURISDICTIONAL DETERMINATION FROM A.C.O,E.
R Q: 2 ; h' ~ ry',p J : ~ ' Q ' ~ DEVELOPMENT SUMMF~RY
ry~6 P ti 4 L,I ,r ( 3' . 1` {(,j r TOTAL TRACT AREA = 394,584 SF {9.05 AC)
e : PROPOSED ~3 v,' t R ~
I ly o; OUTPARCEL 1 1 ~o ~ ( TRACT SUBDIVIDED WTO 3 LOTS ) f ~ ~ , OUTPARCEL 1 = 37,766 S.F. (0.86 AC. ~ OUTPARCEL 2 = 44,007 S,F, (1.01 AC.)
a 37,766 sq. ft. i 6" INV. IN.= 4,74 0,87 AC 4 ~ i ` 1~ ( TOTAL AREA OF GRIGGS LOT = 312,811 SF (7.16 AC)
F PROPOSED EXISTING SS MANHOLE , ! 1 f ~ TOTAL BUILDING AREA = 39,810 SF ( f f! 1 FLOOR AREA RATIO = 13%
OUTPARCEL 2 I c 44,007 sq. ft. ( ~ ` j IMPERVIOUS COVERAGE
s~q 1.01 AC ~ R' 9 r ( J ~ ` VEHICLE ACCOMMODATION AREA = 153,065 SF
lF \ ~ 6~7p, y 96j>0' ~ ~ j1; BUILDINGS = 39,810 SF S ~3, 4r 1
34? ¢ 41 sp, p CONCRETE & SIDEWALKS = 3,117 SF 4j•Sp W ~ r~ i~ ( IMPERVIOUS COVERAGE = 195,992 SF/ 312,811 SF= 63%
4 r.. ~ ~ w~ ~ ( PARKING: 1 SPACE / 200 S.I". RETAIL SPACE
l ~ r 11,470 S.F. SHOWROOM/ 200 S.~".= 57 CUSTOMER PARKING SPACES (2 HANDI CAP)
,t ~F_ i ~ ` ' ! + 18 EMPLOYEE PARKING SPACES
9 ~ ,4. N ?rR ~ ~ ~ ~ 73 SPACES RE4UIRED {2 HANDI CAP)
r/~,. W ~ ' ~ ' . I SHADE TREES: 74 SPACES PROVIDED (2 HANDI CAP) 1 .
~.,.~'XI.SZUyp FOR CARTER LUMBER ~ ~ a. r. ~ , ~ - X1..1 ?OAK...,. ~wAtf" To I'~~~~,»w.4Cf' Tp,. t f PARKING LOT AREA = 30 .,.F, ( ) _ 06 S. ED
l1C+ OAK o~K 15. , . 6E 26 0 ~ 20% 5 2 F./ 707 S F= 8 TREES REQUIR ~~GRAD£D ~ ~ ~ ~ ~ 9 SHADE TREES PROVIDED
2 ~ TON DRl HAMP ° VE K • ~..K , ~ FUTURE `TRAFFIC CIRCLE 'IVE , 2~k j ; ' ~'(EDENTON C4MtilONS) STORMWATER CALCULATIONS
f t CALCULAl10NS BASED ON RAINFALL INTENSITY OF
" T SW,ALE X - r_... , " F~ N (t ~ ' 10 YR,- 24 HR,= 6.2", 100 YR,- 24 HR.= 9,0"
S XI ,,lU , ~ J t~` ` TOTAL BASIN STORAGE VOLUME = 100,075 C.F. ~ : ,1 r AVAILABLE STORAGE WILL ACCOMMODATE RUNOFF FROM 5.0" RAINFALL EVENT ~ ~ ~ ~ .
~,r VAL~ 'a. (t l
EXISTING MYDRANT.,.~ ~~,0 ..f " E,... ~~u.~ \ ~ ~ r I'
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. S M IN ~ P . NG P ~
ATER _ P~gED G ~ & PRO
INO - E . S LIN WIRE GA~TOR ~
DRAWN; BF REVISED FORMATTED; KT DATED 6 14 08 ~o I i ; r
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N~ GAS w EXISTI , r ~ / '
' ~
GRAPHIC SCALE r ` ` 1 ~ r~ f' ! ~ ~
~ D 40 p 20 40 80 180 180 / ~
LEGEND: e', ® f J r ;
""M~ ' EXISTING SPOT ELEVATION IN FEET ® PROPOSED FINISH GRADE ~
J~ ~ ` ENU~RONMENTA~ PRO~E~~J~ONA~.S, (NC• EXISTING DITCH FLOWLINE 1 inch = 40 ft. N 71U{~~
Planning for a Better Environment PROPOSED DITCH FLOWLINE
n~~1t.v~e°t1:~niia~ii~ EXISTING WATERMAIN
WETLANDS ANDSTOMWATERBRAWHl 1404 SUU IH VIRGINIA UAKt IN. ~ PROPOSED WATERLINE
- ' - - EXISTING GAS LINE P.O. BOX 3368
PROPOSED GAS LINE KILL DEVIL HILLS, NC 27948 EXISTING U.G. ELECTRIC
PROPOSED U.G. ELECTRIC [phone]
T EXISTING U.G. TELEPHONE
51 [phone] PAX PROPOSED U.G. TELEPHONE x PROPOSED 6' CHAIN LINK FENCE