SW8000226_APPROVED PLANS_20150720

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 gbaa &
DOC TYPE El CURRENT PERMIT
E APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Ro(c; zo
YYYYMMDD

THE FORKS AT GALLERY PARK _ LEGEN
I If JW - - - - - EXISTING CONTOUR
� ' � (STORMWATER PERMIT #: SW8 140417) —ter— EXISTING EASEMENT ATE DRY a
I �: L)CE, I — — EXISTING ROAD CENTERLINE d
.S 5 ■ v w o 7 i LOT 20 LOT 21 — — — — — EXISTING R/W $r
WALK ■ .� ■to SECTION 2 SECTION 2 — — EXISTING ADJACENT PROPERTY LINES
SIGN o ■ Z w 3 / / I CM SUN VALLEY SUN VALLEY EXISTING STORM DRAIN PIPE •
END ACCESS EASMENT I U — O M.B. 24 PG. 35 M.B. 24 PG. 35 EXISTING STORM DRAIN MANHOLE
o in ■CM ®' CI EXISTING STORM DRAIN CURB INLET $ �➢
AND BEGIN R/W - N X SDDI ■ EXISTING STORM DRAIN DROP INLET dt s P""E °"
MUSEUM DRIVE
bFH EXISTING FIRE HYDRANT 91pK• � �' ffi
L CAI� O I I WV= EXISTING WATER VALVE
(M.B. 51 PG. 268) INS F0 And 'M a ■
SIGN 0 WK1 © EXISTING WATER METER
4 END CHARLES AINE DRIVE a
SDCI T-'� 60' PUBLIC R/W M.B.( 24 PG. 35) (D EXISTING SANITARY SEWER MANHOLE AirSITE
TOC=51.65' Z / —SS SS EXISTING SANITARY SEWER LINES 6
CRATE=50.80' } �P i
f_ _ — _ _ — EXISTING LIGHT POLE Sr
STOP SIGH - yp EXISTING TRAFFIC SIGNAL BOX
m
PARKING h j — — — — — — — \ s , , sr
CAP
SIGN O CHARLES PAINE DR. ® EXISTING FIBER OPTIC MARKER Q 2 o
7 ■ CO - _ _ _ _ �jy 0 EXISTING TRANSFORMER �� AVE N
OC ■ O �D PF-a EXISTING POWER POLE
CAP CAun sa+ 60 PUBLIC R/W J EXISTING GUY WIRE ' NAunum
■0 It
_ EXISTING CROSS CITY TRAIL -
BENCHMARK I 'I EX SDCI EXISTING SIDEWALK t1
TOP OF OCM ■ GRATE=49.63' ■ ■ ■ ■ ■ ■ PROPERTY LINE RO
■ 18' INV OUT (NE)=45.23'
ELEV. 50.51' (NAVD 88) I ' OIP 0 OLD IRON PIPE
OIPP 0 OLD IRON PIPE(PINCHED) VICINITY MAP
■ 04 OIR 0 OLD IRON ROD SCALE: 1"=1,000'
ONAIL • OLD NAIL
00
LOT 1R OREBAR OLD REBAR
CAMERON PROPERTIES I LOT 37 LOT 36 OCM OLD CONCRETE MONUMENT NOTES:
■ SECTION 2 SECTION 2 OLD RW/MON ® OLD RIGHT OF WAY MONUMENT 1. SURVEY DATA PROVIDED BY SHERWIN D. CRIBB, PLS.
LIMITED PARTNERSHIP I ■ SUN VALLEY SUN VALLEY 2. IMPERVIOUS AREA REMOVED FROM POND DRAINAGE AREA = 3,862 SF.
M.B. 39 PG. 148 CO M.B. 24 PG. 35 M.B. 24 PG. 35 —-—-—-—-— PROPOSED ROAD CENTERLINE 3. IMPERVIOUS AREA ADDED TO POND DRAINAGE AREA = 11,874 SF.
I L0 ---------- PROPOSED R/W 4. DRAINAGE AREA REMOVED FROM POND DRAINAGE AREA = 3,327 SF.
INFORMATION I BD — — — - — PROPOSED EASEMENT 5. DRAINAGE AREA ADDED TO POND DRAINAGE AREA = 23,039 SF.
SIGN `LI I I " PROPOSED SIDEWALK OR CROSS CITY TRAIL
WALK II I DRAINAGE AREA ADDED
SIGN ' N DRAIANGE AREA REMOVED
■
BOLLARDS ■
• NFORMATION
STOP, SIGN _PP _
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' II � III
`' II II II
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INFORMATION-�� �T I I Q
SIGN
SIGN
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EX SD OUTLETT STRUCTURE PAD CA
TOP=40.38' _ o
NV. OUT=37.15' 00 Z z
NORTH APPIROV ENVIRONMENTAL
USE DRIVE �X R �T,�L I MANAGEMENT COMMISSION
so cEss & 1 THE FORKS AT GALLERY PARK
UTILI SEMENT SEANCE / DEMt/L-Sw
(M.B. 39 148) P ;; ( STORMWATER PERMIT #: 2014023)
?A� ® f 4 ✓ �T � T � e �T\ NV 24 =38.9T P \ / FI \l 1LJ DR ' 'II - V
EX SDDI � f '/' �
NV. IGRA - 5
\ V. OUT( )=31.75; a f ( n FOR REV�i,'t r v
` TS -3755 q�p 1111 ` 1` JI PURPOSES 0 L 1 ADDENDUM - DRAINAGE & IMPERVIOUS AREA a�
19• �� 1i T 12-9-14
LOUISE WELLS CAMERON ART MUSEUM SCALE,
\ EX SDDI GRATE=43.25' 1"=50'
6-4 S\ CITY OF WILMINGTON NEW HANOVER COUNTY NORTH CAROLINA DRAWN:
� •• fL4 /\ \ XB
MALPASS
��\ ����•\•�••�A/ �.�O`�:•FtEI8N311 '�i'���9�. aNER N , P.C.
Cary 1134 s�rwRo eoulEw<ro IBM
3757' tm"GroN. Noma CA OLM 2N1z PROJECT o
GRAPHIC SCALE Sr ° 9!° �am 9io-s392- u� No. C-2320
q
243
PSI PRELIMINARY PLAT " ■ zs 50 ,.■ 2 ■ y�• 062 ` O. . 3�sa WELLS CART MUSEUM =~� No 1
`••- ?lg� NOT FOR RECORDATION, per ) REV AM ova■ 0Ah i ,�C �t,\\`���� �cT 0-395-5 NORTHMARDUNA 2841z �:
1 inch = 50 ft. REVISIONS
1
CONVEYANCES, OR SALES
SOUTH 17TH STREET oovaa-�
K:\AutoCAD\2005\243\THE FORKS(10-6-14).dwg
JUL 202015
BY:_-----

LOCATION MAP
MAP OF ' NOT TO SCALE )
. EX .E WELLS CAMERON ART MUSEUMBLVDSHIPYARD BLVD,
LOU S
ENCE
END EXISTING CONDITIONS SURVEY q4t)EPPUBucRPI J
U�
CITY OF WILMINGTON
NEW HANOVER COUNTY _ s o
'TyS ?
CURB - CS---7--_ r SITE
NORTH CAROLINA ---- -- ------ - -__----- -- _- -
CONE WALK
DATE: JAN. 19, 2010 _ ---- - ===-- ----==-- --_ ------------ f ---------- 9e�9�ti
`---_-- -------- -- - o
--- y -- ---------- -- -----------
J1N • --FIRER 'Z�- _---- - CITY OF WILMINGTON
PP
N 14'30'52" E ��PP GUY��� I�OPTI MB 25UTILITMG 149
EASEMENT
58.14 --_�J- ----- - -- WIR2� �---�-- ---�---------------- - -- 30' ----� - -------^�
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-L`. ��/SIGN 1 UTILITY' EASEMENT t �� ----------- OF li p
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DROP INLET TWO STORY �`+•«.a�`,Y� V a ., \ N 1 - 5 -1 _ ���- CAMERON PROPERTIES
'% - - _ TOG-44.71 <, a `� a fo VG 13"P BENCH �� 2
i'�,i�'� �' i 0 p _ r INV= 43.2 G9a a0 a +,a,,a a \b ,_ S� INFO. © 8 P �� - 51
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-0 DROP INLET DROP i - �p 8"P © p 1 m
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4QZ4S' i. .�' / C i t �r tVINV= 43.19 V�. 7'P
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NZ� A t / INV-48.8; LF 6 P 0 1
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i -1I ATER-SNLZr �. \, �• rr � INLET CO ui,�q/ r ,
i i TOG=44.OB i
a e i ' �Fk€VT10V � ` �
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a A S I^ QQ/ , g'p
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\ a� BUILDING 2 4�'•- 1`6/ LP _ �12"P
ROCK BASE i C� c� g i �_-- r BOX 0 6..P
PON -� ` t i V l a SCULPTURE _ A�� GAIN -46.2 G o t
V . B IDGE V '��t A ��'� ��� �, �� ��� _ z 104tl 8.36 PNR�1N _ p 9,.P��
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a n, TOG=47.72` T. � 4
co t ` i 1 ` GLOVE ,�� L� , 1 1 \ l -INV=45.04 i
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INV=39.09 OPTIC t , ) r 1 l , p ONE \ �i �'. �\ QQ� ` �y5 ---- 7,. © A
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1 1 r 8'P r r A
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INLET
ELECT)Yi@AtT A, <'a �� ��,, '�, IN� 75T RIP 'l , r i r r ! INLET 7 SV ,' i `� 12'P '� ,h ,hN t !" - SIGN -� l --
OG=43.13 � i � RAR 9 P r I i ( z F\F 45.68 �(�+ - \ �/ p 00 6�P � - �_ 51 -
BOX POWER �_ �,� i ..� I i i c> 1 TOG=44.24 ICV_ O .:�f� CB r _ --- _ - SENDER % • 6„P to
PANEL ..� _ f �A x I II INV= LIFT �g 14 1 t r--_ _ h LP 12"P .� �l
J STORAGE l �� "� _ OLEAW OU h
i � INV= 4.49 � � �L �_--"
_ FLOW 47,00 � a PP
�.; .lN INLET w >TSfNLET �. 52
�P \� TOG=42.54 l STATION Q TOG=44`t51 A �) - --- _--_ - J
��LP " I - -`� WALK ti/O 1NV= 0:90 , -WALK WAY °WV
5 ( NV=38.03
E.C.M. ���� N --WAY
Ot;� >� \', - H\P 60' RIGHT OF WAY
7"0 ' � N� - _ _ INV=46.41 ;?. 123.41' / +52.41 MB 51 PG 268
INLET `\ _ _ �� ---
TOG=43.39 `,A - - _ v� CONG7"t'ALK __1� ,o a �_-Ft�Y�=50.45
INV=37.67 _ q' CB A _
\ ` -- CONC. WALK n LP _ _ _ 24" - CURB & GUTTER INV=40_1.9'��� SSMH E.C.M. \ iNV=48.2
.V9 FLOW-43.391- i v '� RIM 51.S7 PATH
\ FLOW=50
} - CBI FLOW�43.44I \ INV. 48.39 ASPHALT MULTI USE - -
�'� P INV=38.59I- / "
`\ 1 \ / --FLOW,41.14 �� 5 42'34'56" W 969.64' INV=4ll:&1-�_ ` m oWV WALK WAY ---�- ---
1 POWER A CB
� /, wok _-1 b - - ___---
�, BOX ELECTRICAL YVA _ {-O,M- - BUR GUTTER
FLOW=�L09 W1L� �� -------- �/
FIBER BOX "_ 42 INV=38.70� --_ WV 'VV
OPTIC CB _ �;e _
Wv
" RCP
CCP
ONCRETE N 48"$37 5 6 �� -- --- --- 43- NNIL r0
i/HEADWALL OUTLET STRUCTURE N
TOP OF STRUCTURE 40.57 y
TOP OF GRATE 40.69
BOTTOM OF BOX 37.73 CURVE M RADIUS ARC L. CHORD C. CHORD BEARING y � �
INV. RCP 37.87 C1 1452.69 216.50 216.30 N 1372'26" W
- IBER (3) WEIRS F p C _.
OPTIC INV, 39.05M DRSVE
INV. 39.0INV. 39.07MUSEU
i " ORFICE 37.89
�P I JAN 2 2 2010
.�� 60' ACCESS EASEMENT
p� 52.60 $Y: &X tesS
�+f� b
LEGEND CAMERON PROPERTIES aa. . ............. lJ P
`® `�FGSS�Q�eeysl/9wi� I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL 40' 20 Q 40' Date:
'`'9 p SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK
E.C.M. = EXISTING CONCRETE MONUMENT : } Q PAGE1305_OR OTHER REFERENCE SOURCE -NSA---): THAT THE BOUNDARIES NOT 1-20-10
�
%f'� E.LP. = EXISTING IRON PIPE s xSEALC SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK _N�A, PAGE N\?_ Scale,
'' 1.-3391 OR OTHER REFERENCE SOURCE_NLA----; THAT THE RATIO OF PRECISION OR SCALE IN FEET
A C.B. = CATCH BASIN ` i LU 40 1 40'
we
POSITIONAL ACCURACY IS 20,000+ AND THAT THIS M P MEETS THE REQUIREMENTS 1" = FT.
r ' WV = WATER VALVE iQ9i� fle'�a
FH = FIRE HYDRANT ''�'9T SURVw`P�b,` 96.1600)STANDARDS OF PRACTICE FOR LAN SURVEYIN RTH CAROLINA (21NCAC Drawn:
PP - POWER POLE °s y„„.„r �e t9tn JLW
.•, a THIS -----DAY OF _JAN_----' 2010. --- -----
i NOTES LP = LIGHT POLE s � +���� ! JONATHAN L. WAYNE PLS 3391 0 0i LOUSE WELLS CAMERON ART MUSEUM cneoJLW
„
1. AREA COMPUTED BY COORDINATE METHOD CO = CLEAN OUT
SSMH = SANITARY MAN HOLE
� 3201 SOUTH 17TH STREET
Project No:
2. ALL DISTANCES ARE HORIZONTAL ICV = IRRIGATION CONTROL VALVE I Z
SV =SEWER VENT WILMINGTON, NC 28412
6729
i 3. FOR REFERENCE SEE BOOK 2895 PAGE 1305 AND OTHER NOTED REFERENCES TOG = TOP OF GRATE rn
v X = SPOT ELEVATION Sheet No:
i 4. SURVEYED AUG, 2008 0 9"P = TREE SIZE AND TYPE REV. NO. REVISIONS DATE HANOVER DESIGN SERVICES, P.A.
1
IN C 5. 9.32 ACRES TOTAL AREA P PINE LAND SURVEYORS, ENGINEERS & LAND PLANNERS Tg TY
DROP 114 .36 0 = OAK Cobylght©, Handcar Design Servlcee, P.A., All rights reserved. Rroroduction or use of the contents at this document, or oddltlov or deleuons to this 1123 FLORAL PARKWAY ^
INLET C = CEDAR document inith en Is or Part, without written consent or the Land Survepr a Engineer, h Prohibited Only cables from the original of this document. WILMINGTON, N.C. 26403 L
marked w the origlad signature and original seal of the Survioer or Engineer, shell be considered to be valid and true cables
TOG=44.20 TO = TWIN OAK
PHONE: [phone] C-0 Of:
INV=41.68
R ALL JON W
F:\AII\J0N\DWG\6 ase zuuts.awg, s c erox bZUq PILL

42197.9 SQ. FT. H P
0.97 ACRES
BACK OF CURB & GUTTER -257.8 SQ. FT.
0.01 ACRES
DRIMUVEBACK OF CURB & GUTTERSEUM 30 . 6.2 R FT.
069 ACRES
STREETS (TO BACK OF CURBING) -
TOTAL - 41,940 SF
TWO STORY MUSEUM
4
H\P
b
2446.9 SQ. FT. _� 204.8 SQ. FT.
0.06 ACRES WALK WAY 0.00 ACRES
1717.3 SQ. FT.
0.04 ACRES
WALK i
ONE 3595.6 SQ. FT.
ASPHALT MULTI USE PATH STORY 0.08 ACRES
WALK WAY � METALBUILDING1377.2 FT.
0.03 ES
4496.0 SQ. Ff.
0.10 ACRES
o< E
16189.4 SQ. FT. 1077.8 SQ. FT. A
0.37 ACRES 0.02 ACRES v
Z
7
39.1 38-, BUILDINGS and OVERHANGS -
,_-- ,
3545.7 SQ. FT. STORAGE
\\ 0.03 ACRES TOTAL - 37,511 SF
00, i' 13459.7 SQ. FT. 2711 .E 0.0E ACR CR F(.
4T/- ; 0.31 ACRES ES
91pb
r ` GRAVEL PATH
r �
5774.5 SQ. FT. STATE STO VOL=
0.13 ACRES 16,300 CIF
66.6 SQ. FT. \
0.00 ACRES \
BRIDGE tl 1
GONG � �� RK\NG
614.7 SQ. FT. i} 22039.6 SQ. Ff.
1477.6 SQ, FT. 0.01 ACRES \ 0.51 ACRES
0.03 ACRES
-~ -1957.8 SQ. FT.
0.04 ACRES -1959.1 SQ. FT.
0.04 ACRES
SIGN
6011 .0 SQ. FT.
0.14 ACRES 5.9 SQ. FT.
0.00 ACRES -1950.2 SQ. FT.
0.04 ACRES
9.1 SQ. FT.
P n
0.00 ACRES 14.0 SQ. Ff. 4-
/WQER 0.00 ACRES
you - PDX ELECTRICAL
BOX
43.0 SQ. FT.
0.00 ACRES RED CHAIR
SCULPTURE 5.9 SQ. Ff. G
624.7 SQ. FT. sGN 0.00 ACRES
P Pv�M�NS P PRW\
O 0.01 ACRES 0 %BENCH 0 0.00 ACRES 7.4 SQ. FF.
47.3 SQ. Ff. 19.8 SQ. Ff. INFO. 47422.5 SQ. Ff.
0.00 ACRES 0.00 ACRES STAND 1 .09 ACRES
VAULT
209.8 SQ. FT. 0
0.00 ACRES 12.0 SQ. FT.
23.7 SQ. FT. 0.00 ACRES
0.00 ACRES .00 AC PARKING AREA PAVEMENT (BC) -
ROCK BASE 10
SCULPTURE 0.00 ACRES
LIFT ("'-'---
STATION TOTAL - 63,595 SF 12EC"F_IVFD
62.3 SQ. FF.
JAN 2 2 2010
0.00 ACRES
OIMPERVIOUS and OTHER AREA TABULATIONS for
CONCRETE and OTHER SIDEWALKS - GLOVE '-e:
20-10 SCULPTURE LOUISE WELLS CAMERON ART MUSEUM Scale:
TOTAL - 22,183 SF 1"= 40'
LOCATED in the CITY OF WILMINGTON
NEW HANOVER COUNTY, NORTH CAROLINA Drown:
DSH
PATHS and VARIOUS OTHER - oENR PERMIT sw8 00022E +" Checked;
+,,+'4�� CAROj"'f, LOUISE WELLS CAMERON ART MUSEUM GA
REFERENCE IS MADE TOE �mm• ..Q4iss14. 9•p�®® 3201 SOUTH 17TH STREET
TOTAL - 4,631 SF 9�"`� a WILMINGTON, NC 28412 6729t No:
"EXISTING CONDITIONS SURVEY" SHEET 1 of 2 DENRI
SEAL � .
2000T
HDS DRAWING No. 6729-TOPO.DWG-JW 40' 20' 0 40' .' `� ¢'® HANOVER DESIGN SERVICES, P.A. Sheet "°;
REV. NO. REVISIONS DATE "+" li ••e°''•��'`�'��
°op fA O bona. LAND SURVEYORS, ENGINEERS & LAND PLANNERS //�
�•B \\0,
FROM WHICH THESE AREAS ARE TAKEN. iht q reae 7723 FLORAL PARKWAY
pyrq ®, Hanovw oes serWcas, v.n., arr ri nts reswrae. ae oeuc<ion o or the contents or this aocumant. o delUona w dNetiona to tni° WILMIN FLORAL
N.C. 25403
SCALE N FEET: 1" 40' eooament, he or w Pe without w o ig copse t o/the Land$ or e im er, shop Ie vramm�ee. to b envies f om me o 91na of thh doame t, I � h
marked Nth the orlglnal s19naNre and wigMal sea o/the wrve�or or En9mew, ana�no eonsmeree to no rood ovd true ooprs. dhollisOhdsl m.com PHONE [phone] C-0597 of:

tl
m INDEPENDENCE BLVD.
C�� S I TE
COLLEGE RD.
VICINITY MAP
�
NOT TO SCALE \� _ _ STONE CHECK
c TBM ,NAIL /N N
DAM PO4'ERPOLE
REMOVE EXISTING
N G / PLUC Fr CONNECT NC
/ e TO 8' STUB.
04
00
77
�
SILT FENCE--Ai�
700 ,
p�� ,
' 8 7
p Ace
v _
8' WATERLINE �� / r p o p p g o \\ %? ©_
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EMERGENCY SPILLWAY � i 1{' ��' '� � CLEARING LIMITS i � A ` .A /
/ r v r 20' OUTSIDE OF +M 1 �� 4 ;//- INV. 41.2 // // � / � S ED ti MU � S SPECIFIED / �. PAVEMENT £r BLDC, w FF=45. 3' SF RDi RDA
ck
4.
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STONE �g 51.0
'7 g 44.5. . . 5: rn �s « •'y -
TEMPORARY GRAVEL CHECK w a �q5 ' ` 4
CONSTRUCTION DAM b 4.0 9.',. D 6 .. 7 ■. �, _ � � . �
._ � iN, � 44.3 INV.4A.0 � o.�l 60' 12' O 0.49� �, � a G 6` tY �,� . � ; , w } • _.
ENTRANCE TOP 43.0 sf 20 VEGETATED WEIR \ rJ =t os T 3 i
TOP 3&0
30" FES / w� UPON COMPLETION OF CONSTRUCTION CB #16
v N . . .
. . . . I Q RIM 50.8 s2 FO A,
INV. 39.0 / / ` & STABILIZATION OF SITE EAN OUT CB #10 rn� o.RD _ INV 48.3 :
/ { -<' �$ POND TO SPECIFIED DEPTH. )ND MAY RIM 42.1 1
12 18 RCP o 1.0% �p , T /
�Q 1- --- \ BE OVEREXCAVATED TO AC OUNT INV 39.2 p
Q r� FOR SEDIMENTATION,
43.3 l y� \ $�2? ° of \`
\C\� 70' 30' RCP 0,3% / O OUTLET STRU RE I / l
p
/ SEE DETAI .. r
$' TEE INV. OUT 7.9 'w
G G / � h 7 T' .... � L \ W ♦ i \. . . F l0 q 2 $ /i., A !?; \ � ^ r, / ��C 06 �6` . cif
r� , _ s-s F3 Y
pF OF 5 CB P�I�IUr HEAVY DUTY v ♦♦
20' 8" STUB WITH P
\p\, GF VALVE, PLUG ti RIM 42.0 y PAVEMENT 1 f _ ?S \
\ p I ¢ CLEARING LIMITS
G I /
P & BLOCKING ♦ ' h; INV 37.6 P ♦ 1• SIDEWALK
OF
`� / STONE w ♦ �� l '
CHECK rn I ♦ �.
�� Fk tx ` \ �I'.O' "g DAM ♦ \ 43.8 ,r�.TU WN . . r FF 52.0'
[V
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F e - \ }+ �2 a ♦ 5.3 ) 1 1. 1.1 1 RIM 50 8 r
O . . AGGREGATE 52.7 A9-
r _ �. . . . . ` . . o.Ro� SIDEWALK s_
�� ` rn ♦♦ �:� . R490F RD D INV 48.0 >- p
�� - s. \ ► ` , �'( a rn s 4' 8 AVER 2. a
_..{ ' , i_ 's• \' . . . �!SrO i�: \ GRADE. TO TOP ♦♦ .. . . . ......:�._._ rn . . .:...... . . .44 p s . I ALK a - a - : . .d .,d ... ea . . 'a ae . •a �: � G .. ._ . .
1 � � 5 6
30" FES T' �.'. . � �? ♦ ,.
�� OF 39.2
INV. 37.4 i )y AA
I
.a � . .11T� � O�'♦ ` . . . ..1-.. . . . . . . . . . . . . . . .�. * . . ,o ' Oe ''%.p , t . . . . . . . . . . . . .
c ♦ . . . . . . . . . . . T1 ,0. y7.0 11 52.8
l 7SF . . . . o . 23♦ p . . . . . - . ... . v. �. w r 1'.1 I . /. . . . . $21'� .
p Gj �. . . 30' FES ,� p '>' ♦ r p, rn
RIM 4j. CURB GUTTER
x15'x6' RIP R -
` �f` 1 4 -_.x � . . \ ♦ ♦ P3 p \ . g 7 ' . •3
1 A � � .� w INV at1.4
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'�, . 1 I ► IS�. . . . . . '..�, , ♦ . . . . . . i- a . . . . . . . . . . . . . . . . . . 1, . . . t i
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p \ Op ♦\ x,, i • r l . . .Sa
x 1 , -f 51:2',
•4 `D �l . . . . . . . . . .
G a,-` PAVEIN� T o' / RAVEL PAVE' S
FUTURE, �1 \'/. 0;1 n } r J,
STONE Q 4 \ . . . .. . \ \ 1 / s ',
,� p #1 Nrn BIJILDINC� v v �� 45.
G \ s ti's'' I a .'. . . . . i. J CHE K of \. . . 1 0 r n
DAM RIM 6,400 Sys Q. . . . . . . .��. .�,. v . .�. . . . . . . . . .
TOP 41.0 \ \ . . . . ao INV 37.9 / W y
` 1 ?
p / r' I r Off. / . ."I . . . L . . . . 2'
E.I.P. I S �.f rno
(CONTROL IRON) ho / ."\' . . . 1Lk \�/ ( -
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X=0,Y=0 - COORD,
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IN 41 CB #12. +► . . _v}
' IN 4P 2. : :. . . . IM 49.5 ,� ET /
. . . . . . . . • '� 10 ems. � � 45.1 INV 4tY:1.. .. � . . . . , RI �
he . SPIIMP v 3. 49.1. . . . .. . . O.i S3.5
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n 51.
8
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1
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. . � 9 52 4
RIM 41.4 CO . . . .g. p . . H , , 5 s r- s
. . . . ;. 9 . . . . . 1 J/
Q INV 38.5 n' 3 �' '�! M . M * .Y.PAVEMENT . . .
\ T r. . 51 53
. 0?`2 W 15" 1. . rn
SITE DATA �; FH o . . QBAr 2
Q 0� rn. . RIM 47.2
USE: ,� �\ \ 7.MUSEUM
EROSION CONTROL AT INLETS- �. . . .4;;. . . . 4. 4 L TH
�' EXISTING PA
SITE AREA: 9.37 ACRES o
4 e \ p / TO REMAIN rn
TYPICAL EACH INLET \ rn. .". . 46. rn 49 53. / �.
\. N . . .,•... p .. 51 S2 . :. 53 ' ", / , UNDISTURBED
DISTURBED AREA: 8.00 ACRES V. o who 43 . . . � . / 2
CONSTRUCTION LIMITS: 7.94 ACRES o �. '
C s hQN J `� A6 . :. rFR & �� `.T ^^ 7, RM � AVE' •_
ZONING: 0 & I d C11) d ti0 �O , , Al \ \ 1,1 .1 k'"6" r .I. SANiI ARY SEWER /
BUILDING SETBACKS: FRONT SETBACKS: 50' ,,4 ^ O ~ As . . \ SE IC 1AlITH W i
l
REAR SETBACKS: 10' 8" STUB a"VALVE r�4c� CI #5 1 _ ... Q r " \ t SNV 48 :, '.
PARKING REQ'D: WITH 8 z6 REDUCER �. a ;J ; I
RIM 43.8
6 FIRE HYDRANT ✓n O�1C 41.0
PARKING PROV'D: CONVENTIONAL 81 � � 47 �> \ ' FOR PERMIT ONLY
HANDICAP 5 / / RIM 43.8 `
PERVIOUS 38 `� r`� o> / INV 40.7r c." \ /
TOTAL 174 20EOUTSIDEARING LIMIT M /l z r^ J CB #6 � T \
�� RIM 44.5 �V i
IMPERVIOUS AREA: 30,1 OF R.O.W. 4� S1. NOT FOR CONSTRUCTION
O TEMPORARY1`41.0 I . . . . . . . : . . . F 5 . . . . . \
1;a r �.
PROPOSED BUILDINGS 39 J86- SQ. FT. & 3 7- FT. 60' ACCESS 6 UTILITY EASEMENT SILT FENCE /, ( � VY J O\ �a� b 3�8 ��ra S No. Date Issue
FUTURE EXPANSION 6,400 SQ. E ��; . r � t` o "
PARKING 75,100 SQ. FT. G> / ` ' ��? \\ o . / ^ m . . . . } ^ LOUISE WELLS CAMERON
SIDEWALKS 19,100 SO. FT.
OR SRY GRAVEL
STREETS 35,900 SQ. FT. T
r� �O \
OTHER 10,900 SQ. FT. / 1SMH T• CUL E - -
/ '�/� I ,dam s� s. + 22R \ ART MUSEUM WILMINGTON, NC
190 680 SQ. FT. OTAL / ///� � h� N . 48.16\ 52 `gt
/ /r Pt_UC
^� Bl,C+ KIN G w a t h m e y
% IMPERVIOUS 47% OF SITE _
o / �'. �� Siegel &
LANDSCAPING RE 'D: 8% PARKING 6,008 SQ. FT.
Q ( ) n o � . , ® �y Associates
LANDSCAPING PROV'D: I .1J , `, r.�o ^ \ : r+ I
\�\ l � \ � / � �� � �,�° `•• Architects
475 Tenth Avenue
New York, N.Y. 10018
Tat: [phone]
Fax: (212)%7-0690
p j Cb J \ �.
\ J Q h O C9 6 UW4 swum I', W
LECEND: / \j h m o
St. John's Museum of Art Owner
V G -A. \ ti�r\ os <U O ,� [u , o I 114 Orange St Tel: yy10 763-0281
PROPERTY LINE "" NOTES: / 'ro / \��n% �Q hQQQ + o N1lmington, NC 264m Fax �(910� 341-7981
4z / / wcli
�rV= O - oo Andrew & Kuske, Inc. Civil & Structural Engineer
EXISTING CONTOURS 44 / �+� ,,`z' ^� '� '� w , 902 Market St. Tel: [phone]
1 . CONTRACTOR TO VERIFY LOCATION ELEVATION SIZE % `' �� STORIVIWATER m NAlmington, Nc 26401 Fqx: �s1o3 343-sso4
PROPOSED CONTOURS Rz-1o> / / EXISTING / y /1 \ \ \ y � _ L Cheatham & Associates, PA Mechanical Engineer
EXISTING SPOT ELEV. AND PIPE MATERIAL PRIOR TO INSTALLING SERVICE TAPS. / SANITARY I� C` °! �,t Ij 4806 Shelley Tel: [phone]
TOP OF CURB 51.7 SEWER a� , ; Ir h (Ya Wilmington, NC 28405 Fa>C �(91� d52-4211
G -� 2. NOTIFY NO (1 -800-632-49490) PRIOR TO ANY CLEARING OR / �� RIM 52.45 w m \ x 4 APPR4YEt� `n�
PROPOSED SPOT ELEV. BOTTOM 51. / ' _j 9
INV. 2.45 / �' w Steuer & Associates Electrical Engineer
EXCAVATION ON OR ADJACENT TO SITE. / - '� F l ` \` ' NORTH r" 5710 Oleander DrNe Tel: 9;0 s5=55ss
PROPOSED GRASSED PVMNT. t p WSIONOFwxMatmum Wilmington, NC 2i403 Fast �9 3
E 3. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION / i O c���/ -_ t \
/ '�' ,may Dace l N:(/t l >O H.M. Brandaton & Partners, Inc. Lighting Designer
PROP. STANDARD SIDEWALK '::" ; FROM SURVEY BY HANOVER DESIGN, / / / / \ sMmm�brPanwicNo � ,��.o„CAR,.,,, 141 West 24th St. Tel: (212 s24-4o50
.'�tH O ''., New York, NY 10011 Fox 21 691-5418
.Y PROP. EXPOSED AGGREGATE SW. 4. THERE ARE NO 404 WETLANDS ON THIS SITE. / / / EXIS-ING 8" GATE VALVE & PLJG I 1 ;•' �° rEs </y9,°•�
/ Q \
PROPOSED ASPHALT / / dSEAI DESIGN
6
5. CONNECTION TO CITY WATER SYSTEM SHALL COMPLY / / J / /
„j PROPOSED RIGHT-OF-WAY - - WITH CITY CROSS-CONNECTION CONTROL REQUIREMENTS. 912� GRADING, EROSION CONTROL
� & UTILITY PLAN
SETBACK LINE - - - - ---- - -- / / / �� (�� // c � ,,,����'�.�.5•�``0,,,, Scale
CONSTRUCTION LIMITS -'- ---- -� / J C� �,,.� 1" = 30'
TEMPORARY SILT FENCE '�` ,I 1S`
p Date: C=1
FEBRUARY 16, 2000

-
-
-
PO -F
4 3035,u �V
700.7.2
ftft
_
95
i 133
E
` \ �\ -`
01
RQ rBACK UTj —`�_
CG��
FF=52.0' ' 1
FF=52,0'
/ 1
i� /' / 5 / FF=45.33' 30 MUSEUM
,50 SF
1 l
1 . . .
/ 1 -� I • /
1 , ,
jCOORD. CORNER ✓ ,�
oxoj � 1 our1i42780 c. CORNER
O GJ P. / ♦ V . Y 590.43 ✓
35'R HEAVY DUTY ♦♦ : '. . . :
�d� G� . . . . . . . ` Ly PAVEMENT ♦ i . .
50 ♦♦ TURN DOWN.
: '�� '.' �' .\ �` / ♦ ``'WAtK FF=52.0' 1 tk
EXPOSED
/✓ /✓
��{i. ' '♦ �• /`'��``` ♦♦♦ �; ROOF SIDEWALK ✓
1 �' ','. .' ♦ a-OVER a
"% ♦♦ 8:3' ♦ WALK a ak - . a
e a b
e
\ yd\ 7 oo �r p. . . . . . . . . . . . . . ' ' . . . ° . . . . . tl . .
ry'. .'. .'. .. . . . . .. .. .. .. .. .. .. . . . - . .. ..
` . . , . . . . . . ' ' ' ' ' ' ' ' ' ' . . . . . . .ct
. .N
�Q
00
I
x w w w ♦ w w a, . . . - CURB 6 GUTTER
\ C . — :
♦♦♦ ✓' . . . ..+ w w w w w w w ' din . . . . . . . ..',':. .
2 N�. \: �` ♦♦♦ CEO w w w 1 w a 1 I
. . . . 0 2 w \ UB
w w . . .
° / .
O / / tti . ' "GRAVEL PAVE" 1 I
`�\; . .
v . . . . . FUTURE pAVEINENT" t .
. . . . . . . _ / / BUILDING w w w I w F=45. Q": . ::
{
raj• \ ' 6,400 SF J w w w NEW 4 ` �y.
1 'yam T a ! SERVICE
w I w i 16'. . 16 16 ►- 2
E.I.P. /
N . . BUILDING 10 5' 3 . . . r I I
(CONTROL IRON) �O 1 . . . . .' '.' . . . . �( w '� 3,320 8.5' .'.'. .'. .' '.. . . . .. d I
y
X=0,Y=0 - COORD, x �' . . . . .'. '. . S . . " .
F 1. .
ro L w/ /w w w 8' 2� �.
(5 . '. . . .. �• I . . .
<c . . . . .
OF
...
. . \ \ w w 1 w I / '. . . . . .. . . . . . . . . . .'♦.' I Y
�. .5� •.' . . . . ' . . ,! \ w w e ♦ . . . . T CONCRETE 1 =
\ ,� 70 �' . .':: . i . . : RIBBON PAVEMENT
4 . . SFT \ w w
V.
. . . . . . . . . ,�.+`. . . . . . D. CORNER
. . . �'� . . 12 13 13 coon I
w FACE OF CURB I CAMERON GROUP, LLC
_ . . . _ . . . . . 13
681 ` ♦ a . X * 1662.011
. . . . . . . . . . . Y x 652.51 /
a f
p \ ♦♦. . .
N Q n ♦ .'.' MEDIUM'DUI.Y PAVEMENT . .' /
.
1
k "°:.l : :l 1 I :. .L ,::'.1 . a_ I"' I [ :'I I `I I I 1 �4 16'
rri �O O ` . °pEpr:Y.CF r, d 171' ¢
.'. . . . . . . . . ' :.'./ . ::.'.'.'.'. .'. .'. . .
tq
EL
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J f
7p, 124R
`. . h�20.3 �SFTB ✓ / } of
`
41 \ FOR PERMIT ONLY
CAD �� _ '' 4 y NOT FOR CONSTRUCTION
No. Date Issue
60' ACCESS 6 UTILITY EASEMENT v� `,��C9 �3T8 ,b -
��� O TEMPORARY GRAVEL LOUISE WELLS CAMERON
v� t` l� 56 '.'. .'.. .'. .. . . CUL- E-SAC
�QM /r " :. .'. .,. .'. __ ART MUSEUM WILMINGTON, NC
cn h ca i ee X
v . . . :
CO
Siegel &
Gwathmey
c> � � o °' `'� .,.'. : `:a? Associates
� +o / �� :. ...... Architects
a, �:...,
/ / ' c. 'C`';r._': . 475 Teach Avenue
New York, N.Y. 10018
p \ Tel: [phone]
/ \\ h Fax: [phone]
/ V y{, O .''..Y! • Euuork SCALED 1•r JO•
Owner
114 Orange St t. John's Museum of Art Tel. [phone]
CON Q U� © c%O Wilmington, NC 28401 fax �910� 341- 981
r j pry=4 O J Andrew & Kuske, Inc. Civil & Structural Engineer
;s V 902 Market St Tel: [phone]
Wilmington, NC 28401 Fax [phone]
/ 0 V Cheatham & Associates, PA Mechanical Engineer
4806 Shelley Drive Tel: [phone]
Urnington, NC 28405 Fax 1 452-4211
Steuer & Associates Electrical E33ngineer
Wilmingtoonr,dNC D 2M Folic t9103 395-M
\�
� H.M. Brandston d4 Partners, inc. Lighting Designer
/ CV 141 West 24th St Tel: [phone]
Now York, NY 10011 Fox j212) 691-5418
\ CARp���,roS + q - DESIGN
x I/ / SEAL
10972 LAYOUT PLAN
�Q) .�9 '•.,Cf Vol/
scale:
FNLi
30
Date:a/7/eo FEBRUARY 16,
2000
o

NOTE
2 1/2" DISCHARGE PIPE (BY GENERAL) FI FC NOTES & SPECS CAST IRON FRAME & 1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1' PER COURSE
4" CONIC. SIDEWALK 2" TYPE I-2 (NCDOT) 3" TYPE 1-1 (NCDOT) ALLOW OUTSIDE SPACE IN SYSTEM GROUND 1#8 CU.,1/2" C. W/ 3/4" CU. COVER. TOP TO BE FLUSH PAVED OTHER 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
4" CON10SID W.W.M. EXCAVATION TO CEMENT CLAD DRIVEN GROUND ROD WITH STREETS, WALKS OR
8" ABC STONE (NCDOT) DISCHARPOSITIONG(BPIPE ll�OTHERS) 2 1/2" FORCE MAIN SERVICE 140 A., 3PH. 4W,120/240V. RESIDENTIAL AREA 3/8' CEMENT
I __ I / .6" ABC STONE (NCDOT) PANEL 100A. 3PH. MLO CU BUSS, NEMA 4X ENCL.
-. - W/ LOCKABLE DOOR, NQOB
� 4 ANHO E FRAME
ASPHALT CIRCUITS: 1-3P, 75A BKR,3 4, W/GRND,CONTR. CAB.
_ O O 1-1P, 20A BKR,212, W/GRND. RECPT.
& COVE
11- 17r I I=1{
a I M I IE PUMP(S) 1-1 P, 20A BKR,2 12, W/GRND. ALARM
tO II=I�TIII-II ; CONCRETE SPACERS FOR
i I I_ ru
I I hI I �'" 1-1P, 20A BKR. SPARE THE RECEPT.IS MTD. ON SIDE OF POWER PANEL ; ' ADJUSTM NT TO GRADEIII-III-i =I I -I ` OR AS REQD, AND W/ WATER PROOF COVER f ; .• MH STEP EXCEEDADJUSTM2 T MAY NOT h�l
TANK < PROVIDE SEAL-OFF FITTINGS ON ALL CONDUITS `J
4" 8" � " EINFORCING I
NOTE: PAVEMENT SECTION MAY VARY NOTE: PAVEMENT SECTION MAY VARY ': CONNECTING TO LIFT STA.-GAS TIGHT ' ` PRECAST ECCENTRIC TO 1
DEPENDING UPON FIELD CONDITIONS. DEPENDING UPON FIELD CONDITIONS. 4 I
CONTRACTOR SHALL COORDINATE CONTRACTOR SHALL COORDINATE ACCESS PROVIDE NEMA 4X CONTROL PANEL W/ HOA SWITCH J I _______-7_ ,O
w/OWNER & GEOTECHNICAL w/OWNER & GEOTECHNICAL SYST. DUPLEXER, STAGGER START, VISUAL HIGH W I. 4 DIAMETER.. !STD. PRE-CAST MANHOLE a
TURN DOWN SIDEWALK HATCH, WATER ALARM & 90 db AUDIBLE ALARM, HORN ? a MANHOLE IN ACCORDANCE .4 SECTIONS
ENGINEER TO DETERMINE ENGINEER TO DETERMINE 32"X48" W/
NITS ACTUAL PAVEMENT SECTION. ACTUAL PAVEMENT SECTION. BILCO #0-6AL NOTE: THE CONTRACTOR SHALL VERIFY AVAILABLE I WITH ASTM C 47 5' MIN. WALL THICKNESS
OR APPROVED POWER, VOLTAGE, ETC. PRIOR TO ORDERING 4 T FOR 4 DIA. BARREL `O
STANDARD HEAVY DUTY EQUAL 180d., 4" PVC VENT EQUIPMENT & ADJUST CIRCUITS AS REQD.W/ENO ( ----------^------------ - 6' MIN, WALL THICKNESS
W/ GALV. SCREEN APPROVAL. ALL WORK PER CURRENT NEC. I , 4. FOR 5' DIA, BARREL
6" DIA SEE SITE PLAN (ELEC) FOR ELEC. SOURCE. BITUMASTIC JOINT SEALAN
PAVEMENT SECTION PAVEMENT SECTION PLAN TYP 'i . AS APPROVED BY THE
v I ENGINEER GROUTED INSISE
6' 12' ALARM LIGHT, MAY ROTATE 90d INCREMENTS w i AND OUT WITH APPROVED I
CLASS A CONIC. NTS VENT CONTROL PANEL,NEMA 4X 4 NON-SHRINKING GROUT I.
1' PER FOOT ,1.
HATCH CONDUTT(S)
!1.'V--R
ASPHALT HANDLE ao UNISTRUT,HEAVY DUTY, HOT DIP GALV. 6"3'R _- 6 MIN. FRAME, 30" BURY, 12" DIA. CONIC. ENCASE.
AMETER Z : i'. MINIMUM 6' STONE
I o°o°o�
¢ • � ,u° °°° ' M M__-__� ' °°°ua4 BEDDING FOUNDATION
• `° 1/8 R" " n BRACE AS REQD, NOT �`'o°o°000ao° 00000°°o°°o°°o°°o°°o °o°o°o°o°°o°o°oq°o°°o°o°°o°e LO
LIFT OUT TO EXCEED 15' I o o_o_o o_o_o_o_o_o_o_o_ _o_o_o_o_oo_o_a
RAIL SYS. �� PLAN
2" CK VALVE OR USE RUBBER GASKET
PRIVATE A DRIVE OPTIONAL LIFT OUT 8" MIN.
STEPS, CK. BY MYERS 6" EXTENDED LIP MONOLTTHICALLY CAST
T-'6" CURB Fr CUTTER DETAIL I 0 12" O.C. ' D.I. C BASE SECTION (EXTENDED BASF NOT
NTS I SIDEWALK DR REQUIRED FOR 1MNHOLES < 8 DEEP)
SIDEWALK AREA SYSTEM `b' STD. M.H. RING COVER
PRECAST 4" RISER RING
SIDEWALK SECTION I n
BRACES 4800 STANDARD MANHOLE FRAME: 208 LBS.
I e N' 1/y' F.M. SCE BHT. C2 COVER: 120 LBS.
PUMP DIS. z NTS 1 CASTPRECANTPL PLACE UNITS WITH
12" OC
F .:i CONTINUATION
2. EXPANSION JD'NT 1/ - 2"X2 1/2" ECC. INCREASER DOT APPROVED
6• TV I EL 37.5 4 1` 2" TEE
PLAZA DRIVEWAY APRON I PLAZA 3 (2), 2" GATE VALVE
CLASS A CONIC. j
3, 3 R ASPHALT I . 6'--O" DIA STAY-RIGHT -
22" 5"
33.5 1 r 8" PRECAST WET WELL
3/4" CEMENT
I MORTAR SEAL
EXPANSION JOINT 1/ I 4�l CURB RETURN 3
s o tpump=
tO l/8;R' i.
0. CURB EL 32.0-
• ° " . RIGHT TURN OUT
IS (1,5n MI SI NT AL 4'- " 4,'0» LIFT OUT RAIL
13 (4.On) MIN. OTHE SYSTEM (Y M.H. STEPS a 1'-O" T-0'
EXPANSION JOINT 1/2' PAVEMENT EXPANSION JOINT 1/ ® ALARM LEVEL (2), MYERS WG30, 3 HP, 3 3/4" IMP 1'-0" OC
2'_(� CURB 6 CUTTER DETAIL A-J SECTION 3450 RPM GRINDER PUMP
Q TURN ON LEVEL, TWO PUMPS
NTS PLAN2� TURN ON LEVEL, ONE PUMP FRAME AND GRATE N
TURN OFF LEVEL LIFT STATION ���������� CONIC. M.H.
BLOCK
VARIABLE 0 T MANHOLEDIAMETER 5 3/4"
FINISH PLAZA GRADE SHALL BE 1'-0' w
/4 PER 1'-0' _ LARGER HAN THE 8 a
0'-6' 31_0. 2 LARGEST PIPE >
0 0 0"O'o'3'roq' 0 1/4 PER 1'-0 "�
00000 o°000°o°oo 006 0000 3-1/4' TURFSTONE r ,.y,., _ INLET PLANT
_• 2' GRADED SAND =..: s. «; ..: :xt
WOVEN FILTE `�T EXPANSION JDI PI AN BASIN, FRAME AND FORM FL W CHANNEL
",":.
FABRIC MARIFI 6" CRUSHED STONE SECTION A-IL, GRATE MAY VARY N w
6QOX, �OQX OR COMPACTED - NONESSENTIAL DIMENSIONS, a
AIP'PROVED EQUAL. Lu
COMPACTED SUBBASE 12'
VARIABLE
a •e
A
4
NOTE: 0'-z. 4
1. GRASS PAVER SHALL BE TURF STONE 0'-6 <.,: ;..' ., , :: -• .^*:- FRAME AND GRATE
(16" X 24' X 3-1/49. THE TURF STONE
SHALL BE INSTALLED TO MANUFACTURES 6' CONCRETE
RECOMMENDATIONS.
SECTION $-B PRECAST CONIC. BASI T-3' MIN. 3'-1 3/4' MIN.
2. DO NOT COMPACT GRADED SAND. W/ KNOCKOUT PANEL
3. INTO EACH OPENING AND THE SPACES STANE16RD DRIVEWAY DETAIL 4SDES
BETWEEN EACH PAVING STONE SHOULD BE
PLACED A SUITABLE TOPSOIL OR OTHER
MATERIAL IN WHICH GRASS SEEDS MAY BE OUTFLOW PIPE � CONC.MH BL CK PRECAST MH RING
SOWN.
SECTION
TURFSTONE BEDDING DETAIL
NTS STORM DRAIN MANHOLE DETAIL
NTS
SECTION CRUSHED STONE GRADE OR 6'
NOTESI
( 1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE. NOTES:
Z. CONTRACTROIY JON75 (G.J.1 SPACC SAME AS SNEWALK WD77i i. WATER M�TERE ARE TO BE "!XMDED BY THE CITY
Z THICKEN SIDEWALK TO C. AT ACCDFAV SAE 1 z. Au wAtF- METERS MUST A,. MENSLOCATED WITHIN Pu9Lrc
RIGHT-OF-WAYS AND/pR cA'iEMENTS
3. WATER METERS SIWLL NOT i1E LOCATED IN DRIVEWAYS -
4. THICKEN SIDEWALK TO 6' N LAST 3 WHERE IT ABUTS PAVEMENT 1/J/8'T TOOLED
WITH NO CURB. WHERE R/W WIDTH PERMIT
5. 1/7EXPANSION JOINT (EiiREs�,�s�MAX. ATSIT SIDEWALK - � CATCH BASIN DETAIL
6. PROVIDE�AVSLAYER OF 15i BLDG. FELT BETWEEN WALK AND ADJACENT �uRC BCo T IRON
PARALLNG CURB OR STRUCTURE. d : . t�t7e
7. REINFORCE w/6x6-10/10 W.W.M.
It
50' MAX. SPAC
CURB 1/2' EXPANSION SIDEWALK
JONT MATERIAL
1
N
. . EXPAN90N JOINT (E.J.) 2-2 1/2' HOSE NOZZLES
s d . ,, • . II y ..• , d a .. '
• . 4 1/2" PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET TYPE 'x" $OFT COPPER TUBING
1/4"xl' DEEP w/AN
�1/8"R TOOLED JOINT Mu H-1422
HYDRANT TO METER YOK w/12 RISER
HAVE BREAK Foao vF6s-r2, 7-12
SECTION OR
C.
' WORD 'WATER" ON COVER REMOVABLE
, ° f
PLAIN d L I FINISH GRADE
FLUSH WITH "
4.
2" METER WITH
BLDG.-STRUCTURE CONTRACTION JaNT (C.J) - 1, 2 WATER SERVICE
C.I. VALVE BOX
I
SIDEWALK IOINT DETAILS carE VALVE MIN. SIZE 6" 04
TURN RIGHT TO OPEN m
NTS
DRAIN
a c�
�7 U
EXPOSE RIVER GRAVEL BY WASHING E BRUSHING NOTE: CONCR TE PAD Q
AFTER SCREENING E PRIOR TO FULL SET. 1-SE ASSEMBLY DETAIL 15" X 1 " X 6" r C�
0 JOINETRESSTRAINT REQUIRED
c�OP 2-DUCTILE IRON PIPE NCDOT HOODED FRAME
tiL REQUIRED ON ALL HYDRANT AND GRATE. H-20
QJw BRANCH LINES
LOAD RATED
Sp, MIN
RIVER GRAVEL FOR COARSE AGGREGATE
HYDRANTS SHALL BE:
EXCELSIOR MAT KENNEDY GUARDIAN PLAN
PS OR EQUAL FOR PERMIT ONLY
NCDOT HOODED PRAMS
TOP = 13.0 GUIDELINES FOR AND GRATE. H-20
LOAD RATED.
6 MIN, O O �, a STANDARD HYDRANT NOT FOR CONSTRUCTION
COARSE AGGREGATE ti2� C] QO n I-- 5 No. pate Issue
ELEV. = 12.3
P.C. CONCRETE PRECAST CATCH BASIN L,OUISE. . WELLS CAMERON
OUTFLOW PIPE
20, ART MUSEUM WILMINGTON, NC
ONST TEMPORARY GRAVELLED EXPOSED AGGREGATE CONCRETE SIDEWALK
CONSTRUCTION ENTRANCE EMERGENCY SPILLWAY NOTE � 3' ° 8 � Gwgthmey
,,,,QQ Siegel &
°!f°o r oeBo oL° ° °m
NTS 1. BASIN, FRAME AND GRATE MAY
VARY N NONESSENTIAL DIMENSIONS. Associates r t
Architects
3' X 3' PRECAST CONIC. BASIN 475 Tenth Avenue
W/ KNOCKOUT PANELS STAIN ARID CURB INLET DETAIL
V-6' x V-O' x .080 STD. AL ALL 4 SIDES New York, N.Y. 100I8
Tel: [phone]
HANDICAPPED PARKING SIGN
TO READ 'RESERVED PARKING' Fax: (212)%7-0$90
euuoxRc srkeo r » sc
RESERVED WITH IDENTIFICATION SYMBOL.
BOLT TO WD. POST W/ 3/8' CADMIUM 1•_6• 6 15/16" v A St. John's Museum of Art Owner
PARKING PLATED NUTS, BOLTS & WASHERS, �?, 114 Orange St 0 761-7981
El :4 STEEL REBAR (GALV. OR ASPHALT COATED) NOTE: CONTRACTOR SHALL PROVIDE A TEMP. Wilmington, NC 28401 Fax 0� 341-7981
18" 9' x V-O' x .080 STD ALUM. SI 10, TACKWELDED AT 6" O.C. EACH WAY LAID PLAN #57 STONE SCREEN AT OUTLET ORFICE, STONE 3 3/8"
TO READ 'VAN ACCESSIBLE', VEGETATED SHELF GRASSED N TOP OF BASIN SHALL BE ONE FOOT HIGHER THAN ORIFICE, 7 7/8" Andrew & Kuske, Inc. Civil Structural Engineer
BOLT TO WD. POST WITH 3/8' CADMIUM o 6:1 SLOPE SLOPE TOP OF BANK FINISHED GRADE c 7 3/16' u 2 Market St. Tel: 910 53
PLATED NUTS, BOLTS & WASHERS - - - 41,0- � I -I r
a mington, NC 28401 Fax: 910 - 04
AIR CA d1 Cheatham & Associates, PA Mechanical Engineer
9' x 1'-0' x .080 STD ALUM. SI a - _ - - Shelley Drive Tel: [phone]
TO READ 'MAXIMUM PENALTY $100, - _ TOP 40.6 min ton, INC 28405 Fax: I 452-4211
GS 20-37.6'. BOLT TO WD, POST 84' I-�
ATTACH SCREEN WITH g
WITH 36'. CADMIUM PLATED -� GALV. LAG 6 WEDGE ^' <c x .•xx F 4
LEGEND AN RIDER - GREEN NUTS, BOLTS & WASHERS: STATE FLOOD POOL 39.1 - - - _ - - - - - -- - - - - - - - III- I 1 ANCHORSx� ` u 2'x3 OPENING ON 3 SIDES 5410 Oleander
& Associates Electrical Engineer
`J -" 5 10 Oleander Drive Tel: 910 5-
FINISHED ,X, vx Z` x r> 77 33gg
WHITE SYMBOL ON BLUE BACKGROUND - T �� "a*x5k f ' 9 7/8' Wilmington, NC 28403 Fax 910 395-
ma
FRADE 3 ___ �AALUU INW EXPANDED r fs.r y INLET $9.1 a N TE:
TREATED WOOD 4'x4' POST, 24' DIA. OUTLET x x{}R
BACKGROUND - WHITE = /
Ir METAL 6CREEN-3 SIDES �. - � Y w 1. OX EQUIVALENT TO H.M. BrandstOn & Partners, Inc. Lighting Designer
- NORMAL POOL = 38.00 14 r NV. = 37.9 < "< .x, f _ N NNI ENTERPRISES 5 �/2" 4• PIPE 141 West 24th St Tel: [phone]
ELEV. = 36.33 _ - I -II I I -III QgOuT N PLAN t A': 1 .xINLET 3&0 - 2. TD WEIGHT030 LBS. New Yak NY 10011 fax �21 691-5418
4
1 T 1I1 W. = 10.0
oD -r' -g-1 1 L- _ J r x `^ x 0-
MAXIMUM 4'-45 BEND ��a``�N CARP .
X VAN I I-_--I I- _ 11`II 3 3 u , , ,'k' f 0 18" NIPPLES �:r0�� /�Yq'•., DESIGN
rn 9' P$250 TM s ACCESSIBLE 3/8" -III-) I I 1-III-III-- 3'-0" BOTTOM 33.00 - i l`I I I- 10' GLUED CAP „MESS!( 9l
__ _ _ _ _ _ SEpI DETAIL SHEET
3/8 I I I-I I IEI I II I I-I I I-i I I I I-I I 115-I r __J ' FOREBAY CRUSHED sro =
Fn 10�72 12' 12" I I-I I-'T III-I I- -III- - 3 BOTTOM = 35.0
w LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =III=I I I - SECTION ELEVATION4- WYEJ
N BACKGROUND - WHITE BACKGROUND - WHITE =III=III=I=III 'yl9�y iQ ���.•' Shale:
9
KTS. , �
DETENTION POND OUTLET STRUCTURE STANDARD C� OUT ('� � Date: 30 C=3
Z TYPICAL HANDICAPPED SIGN DETAIL POND SECTION
NT�r- t/17/o+ FEBRUARY 16, 2000
o NTS