20070320 Ver 1_Site Plan_20070221

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- is is not a b aundary survey, Boundary information --3 y Sl
re erenced to deed book 2343, a B 1O6 P9 s ~ pq
- levation s based on Vertical Datum 1929. Rr " ~ STONE q ti ~ 15 SLO N T TED DRAIN coMPACrED G R { R
a I G ~ ~r A N~ V I ~ 2
A - ax arcel ID: R09Q10--q27--008-OQp. t~ 6" ADS N~- f 2 ~ pF CONGRErE SAND EXCAVATE ANY UN CJ SUITABLE PERFORATED PI {COMPACTED FROM SUBGRAD S U PE ~ E MATERIAL. AS Q
4 - a N.C. Grid monu qF w WILMINGTON MATERIALS NEGES~4RY & REPLACE q Q fl4 n~j -J N
ments within 2000 feet of this ro ert , N P P Y . US 42f PLANT W! ~ TH CpNGRETE SAND R C1 ~ ti
~ Il areas figured b coordinate method. Y COMPAG R { TED) FROM WILMINGTON MATERIALS US 42 f PLANT
of - 1 Evgngelos J. bra os Jame n/f James & Mor arc~t Baile IN~ A~~R~~..~~ TI01'
I distances are horizontal measurements. g DB:2499; PG:297 a 9 Y aB:2224; PG:496 Nor m scACE
- is ra ert is sub"ect to P p Y 1 any and all easements
an right of ways, written ar im lied, P NoT TO SCALE
:a r~?n~ r?~w
- rve reflects ex' y +st+ng cond+t+ons as date of serve . Y e'n~r-, ~
- +s propert shown hereon is Inca Y ted in a flood hazard zone a~r~ 8.8 6.$ .M.._..,...
1'o n of Carolina Beach. ' C~ ~ © o
Cl X375347. » n rr r amr Tar craw a NMFS Np MONUMENT FOUND pR onw ~ a-t: roa~ra~ ray as no acv $Er L.Lj
PA EL X3130 J . TBM SYMBOL Ef dive date: A ril 3 2006. SEE NOTES: tt Ai f0' ~ ~ k
P > N te: Zone AE base flood elevation =13' Ref erence to NAVD 88. ~ SPOT ELEYArIpN N0~' TO ;~G4LE X ~ a o
N VD 88 =NGVD 29+ - - 0.95. ~t,QffEQ DRAIN ,t~~QSS c~rrrnu ~r ro soacE - 2 CpNTOUR LINE W/ELEY. o ~
na
M is PK nail in ' ' intersection of Spartanbur Ave. and Second 9 St. ale -7.00 NGVD 29 . Bench m ~ ' R/W RIGHT OF WAY
ark elevation 6.05 NAVD 8$ . N tes: Base floo ' d elevation is 6.95 t above bench mark. TEMPORARY BENCHMARK
-D ivewa inf y +Itrat+on plan was performed b Mal ass En in Y P g Bering, r~ TREE LINE
ref rence to sheet Drivewa Infiltration Plan on S Y econd Street. WETLAND FLAGS ~ x c
d d
WF1 u
LOl" ~
BlK 52 6,25P~s~f v~J s
TRAFFIC RATED
CATCM BASIN (BY CONTRACTOR)
RATE FRAME INSIDE VEHICULAR WEARING SURFACE DIAMETER SHQULD EQUAL
as (BY CONTRACTOR) APPROXIMATELY
e (RISER ~ +
n f ~ ~ ~ .a NHCO/Town of C.B.
D6;1 INF6 ~ 0 519, PG:150 n° a o Q e a ^ a 4 < ° A
,c ~ ~1 0 0
o l4T 6- BLK SIZE, REINFORCING
3 7,50gsf COMPACTED BY OTHERS 0
of ~ SUB GRADE ~ , 0
rn~ i' CUT RISER TO 5 C P RIS BASE COLLAR/SLAB FINAL
0 'n,ANO CBY CONTRACTOR) ELEVATIQN IN ~
UNE FIELD USE FL X ' E ISLE JOINT ~ MATERIAL TO PREVENT
~ ACCESS LADDER CONCRETE FRAM
S85"p f'47"VY r'? (TYPICALLY BY OTWERS) CQNTACTING THE RISER IN ANY WAY 0
o MFS _ PROPOSED ~ BULKHEAD 124.99' in • ...a.._. ._.~.mFl _ _ ~ 1DN~A,A~. , ~ ~ NMFS
o zW 42,0
~ N ~ PROPOSED o ~
o BULKHF4D ~j :V tO 0 0
~ in o M ~ M PROPOSED Yl~'f 0
BULKN F.AD
M
6~ 7.,~ cu z
CATCH ¢ b
5.4 2a.a BASIN ~ ~ LID
~ ~ x o
PROPOSED PROPOSED 15" 16.5 F i~ BRIDGE 5LDTTED DRAIN ~ L OF 6 FOOT PRINT AW M. ? A f iS ~ ~ ,~i I
SEE DETAIL ADS N- t 2 ~ P>znPOSEa DRIVEwAr ~ ~ ~ ' C3
PERFO RATED PIPE M : ~ ~rw¦m~r~r ~ C) ( C
d r} , 4
~ 20.0 7. ~ b" C7'
a 5.4 6.$ o EINFORGED CONCRETE MANHOLE
PROPOSED 15 ~ CMP RISER LOT 2 ~IIE~! CAP TQ BE DESIGNED BY QTWERS
~ o Blk 5 i, THE CONCRETE CAP SHALL BE SIZED AND DESIGNED BY OTH ERS SO THAT THE LOADS ARE TRANSMITTED TO THE SOIL, AND NOT THE RISER, Q~ O
PRQP05ED 6,250s 8U LKHEAD 2~ THE CONCRETE CAP SHALL BE SIZED TO PROVIDE AN ADEp DATE BOTTOM AREA BASED ON THE ALLOWABLE CJ
BEARING CAPACITY OF THE SOIL,
n. 3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL QR EQJ T Q BE STIFF ENOUGH Sn THAT T~~ rnn~ra~rr
u+ 420" w, ,
O n f CAN NEVER ENGAGE WITH THE RISER CORRUGATYpNS, NHCO Tawn of C.B.
V ~ PROPOSED 1 ~`"a D8:15i 9; PG:150
BULKHEgD N85'0147'~ ~ I NMFS ~ 124.39' ~ a~,
NMFS
~ LINE TA BLS l.lNE LENGTH BEARING
~ ~ I ~ i WFi 1 . N 8 i 0 N83 52 21 W WF2
WF2 16.17 575'21'27"W WF3
~ ~ WI=3 13.37 N80"33'02NW WF'4
a WF`4 16,32 N46'48'33NW WF5 WF5 12.29 N76"53'4 NW WF'6
2 WF6 15.57 S89"40'24"W WF7
WF7 15.69 . 1 N N83 as 07 w wF8
WF8 24.61 N7i "23'25"W WF9 Bye Detail
WF9 19.89 N65°24 27 W WF10 Nar ro soALE
WF10 14.73 588'40'36NW WF11 1 N `.^.*^w WF11 19.20 N77'14 0 W
W I n/f NHCO/Town of C.B. $ ~ PL Lor i
~ DB:1519; PG:150 8LK ~ 52 • -
s/25o~~
NOTES: 1, rH GENERAL NOTES:
E SOLE PURPDSE 4f TNIS PI A1V IS rt7 CAPTURE & 1NFlLTRATE THE 1 "RUNOFF FROM THE 14x20' ,
DRIVEWAY S -The contractor is res onsible far th ECTION LOCATED BETWEEN THE RIGHT OF p e locat~an and
WAY LINE dt THE FACE OF THE STRUCTURE pr©tection of existin utilities Burin construction. . ~ ~ 2. PRO , . • POSED BULKHEADS TO 8E DESIGNED BY OTHERS. For location of under round utdit~es contact - C.
9 U LOCO TOP OF PROPOSED BULKHEADS r0 BE A MINIMUM OF at 1-800-632-4949. 0
N 0.1' ABOVE DRtVVL"•WWAY G ~ BADE. -e,;,,
a 3. INSTALL A HANDRAI ' L/GUARDRAIL ON EACH SIDE OF -The contractor is res onsible for ~ p the repair and THE DRIVEWAY ALONG THE PROPOSED BULKHEAD, re lace ' ~ Cl_ V) p-
p ment of any utilities, curb & utter avem ~ 4. PROP 9 , p ent OSED SPOT ELEVATIONS SHOWN ON DRNEWAY AR ~ . E etc, that ma be damn ed Burin
MINI Y 9 g construction. All MUM GRADES REQUIRED TO OBTAIN APPROVAL BY PARTY i damaged items shall be re aired to at lea THE NCDENR-DWq WETLANDS SECTION p st the quality PARTY CHIEF- T.P
PROPOSED SPOT ELEVAT/ of workmanship found in the ari final item. ON5 Do Nar NECESSARILY REFLECT REgtiiRED g DRAWN DRAWN BY: M.A, W
- - 3 ELEVATION TO PREVENT FLOODING OF ANY VEHICL OR . E .
_ STRUCTURE MALPASS ENGINEERING P.C. ASSUM -This property is sub ect to an and ali easements Ste: ES NO 1 Y RESPONS/BILTY FOR FLOODING OF STRUCTURES ON SITE and right of wa ,written or im lied. SCALE. ' ~ 10
~ p DA 5, DEVELOPER IN CONJU NCi1ON WITH ARCHITECT, TO SET DATE. 2113107
MINIMUM GRADE FOR FOUNDATION. PROJEC 8. ALL CONSTRUCTION TO CONFORM TO APPLICABLE L PROJECT No.: 05425
OCAL, STATE, do FEDERAL REGULATIONS & CODES. DRAWINt DRAWING NAME: 05425 SITEPL4N
7. DEVELOPER TD CONSULT WITH A GEOTECHNICAL ENGIN EER TO ENSURE SETTLEMENT OF DRIVEWAY WILL NOT OCCUR. SHEET:
SHEET.•
3UYT6~R ADBNUE Scole: 1 ~ 10'
1 of 1
10' 5' 0' 10' ? 20 "
Naomi