SW8040518_APPROVED PLANS_20040812

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 2zLv�?,5/s---,
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
B"/
YYYYMMDD

PARKWAY
MARLBORO ST.]
--•'� I 74
SITE
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1 I.Ism 11 �' 1 1 O
I (POLE �II + n NEW CURB & GUTTER
V Q� PER CITY OF WILMINGTON
1 �1 �4 2 1 STANDARDS
I I
�o ��35 •35.33 1 35 $$ I 1 .4 tTEMPORARY CONSTRUCTION
p
. . ENTRANCESEE DETAIL
, NOW OR FORMERLY
.35.86� N 1 DILLARQ PAPER COMPANY
. 34,58 r
WRIGHTSVILL ' &IMIERCLAL
ITY OF WILMINGTON
z AVE
76TjDP
v R R \ ,[ .36.31 \� v�Y NV. J 31.40 j 34�5 4,8 + TOP CH DRIVEWAY
�Co Z • 37.38 � PROS�C, �Ov ' - iNV. 30.76
00 aw 6:30. INV. 31.93 NEW PAVEMENT TO MEET
�� 5:p ' t ANHOLE CITY OF WILMINGTON
� � ^�iLE� s
n _� .35.70 # 1 / 5 . ' `` '• RIM 34,70 STREET STANDARDS
To = 34.00 � ! ` 1 1� � � INV. 30.77 (6")
1 .35.09 W. = 31.50 13 �• '1I INV. 30.50 -
.32.51 / i 4. �►1 • EA LL 34. Mj7 CATCH BASINdOO y - -
y _i4 7 TOP 34.74 �
1 1 / " USC PROVED / s; • . ' `. ' 3 7 3 �5 INV. 31.88 -
SS MANHOLE
KFLOW N ER 4 ' :37.73, �1 34. k 44�
G RIM 34.
4. - -
1 1 31,69
H FIRE HOSE
PROPERTY OWNER: LONGLEY SUPPLY COMPANY /
1 1 /2" WATE METER : 38.33 �7I • 3 5 -r
PROPERTY ADDRESS: 316 MARLBORO STREET / / . '• l . ' I �. HOOKUP
/ .35.23 �4 1. C'1 LEGH tNM WATER MANHOLE
PARCEL ID#: R05506-001-025-000 3 ,5 • �;. 7.3 '\' 7 3 _ V POLE 3 3
I 4�3 3}a 2 wArER v PAVEMENT TO MEET
.34,21 - ��+� W . �-3 �. ^c • -�y1- 1 CITY OF WILMINGTON
PIN: 36186 • - .•.- .•.• .•-- .'.- ..• �..'f!�'.• •�'•• •••. ,- . ,••..••. •• .• . .�-•- . •- .••• - . •• .-•• . -- .�-�-. ,ram
6 STREET STANDARDS
LEGEND �^� -'- l
ZONE: HM - HEAVY INDUSTRIAL DISTRICT \ 1 p �� • NEW CURB & GUTTER
--- - - - PROPERTY LINE w .as, :0
--- � ; '• • . •• • . •• - - • . '. . ' • . '. $•3. . • . • . • . •:3T72- . / • . • - . .�•. � � �' 1 PER CITY OF WILMINGTON
RIGHT OF WAY I `
/; • - • %/ y � STANDARDS
- - - - SETBACK UNE :3s,1�'. � \ .49 llNI-ET .#7 .
s.se EXIST. SPOT ELEVATION 1 `` \ pF� 3 ' NEW 5'
j 04 TO 34:1'D 1 I o SIDEWALK
EXIST. STORM DRAIN .34.48 t �\ .35.67 3I.00 . ] I
s 34. 6
EXIST. SANITARY SEWER \ �1 `` �5� . - \ \, .35:23 ' 1
w. w. - EXIST. WATER 34.33 INLET #7\ $l ; '8 �. 92 \\ ~rr'
a , - - ems- EXIST. CONTOUR \,� TOP = 33.50 \ o v' .3%. I; t .33.62 '1•
_ 3S 3. \ \ 24"- 'SD i 35. 3
4.8 PROPOSED SPOT ELEVATION '\ INV. 30.65 ;� - `•. - _ . / •.. - • � . _ . _ . •
PROPOSED STORM DRAIN \ \ 36.8 \ �. 1 3 �s 5 TEMPORARY CONSTRUCTION
PROPOSED SANITARY SEWER • 34.06 / 4.8' • 34.sE 35'o ENTRANCE. SEE DETAIL.
PROPOSED WATER \ 99 NLn
�-•- 3�.--� PROPOSED CONTOUR \, / Il 3• .34:51
PROPOSED SWALE
7.
.34.48 `t �. I 3 �\ ,
36. 9 , t * ( N
NEW CITY OF WILMINGTON
\ f \ t � � . • / �� I' LICH 1COMMERCIAL DRIVEWAYI 0 ACR+ 1
NOW OR FORMERLY 0,35-
�- 499 "\3 1 3° 9 NOW OR FORMERLY
I ONGLEY SUPPLY COMPANY \ 24r 5D / `' � � ' y ' : ' 1 � ' � � INLET #3 WILMINGTON WAREHOUSING, LLC
tx50 ` �P" " Oy` ` N �' 97 - t _ .5 4 1 TOP _34.10 MK P BOOK 42 PAGE 38r1
INV. = 29.91
�rt3r�'� ' - I s.s NEW CURB & GUTTER
..z' .37.36 I PER CITY OF WILMINGTON
I % 37.'14 3T.60.
3 MAN E
1 n S
\ \ / 4. 38 t _ 49 S :1 5 STANDARDS
7 ' 7, z M 64 NEW PAVEMENT TO MEET
\ h -� - - �'L. N M1 1N'Y. 9.04
31.22 � 36.49 t CITY OF WILMINGTON
\ 35.98 .TOP CH 5. i 1N STREET STANDARDS
35.20 .38.55 ?� y Il Aa 34�
U1 37.5 / .38 4U +` n 1 1 31.43 . "
I 4 5 CATCH BASIN 12 x8 TAPPING SLEEVE
.37.96 J :24 - 1 39� 1 5" TOP 35.1 AND 8" GATE VALVE.
30.85 ` i I CA
�p
\ \ AS 35.19 1 .38'.19. 1 1� `r�5 34.4 NV. 30.
I .31.24 Js
' SD NHOLE
\ 38.51 \� ,..�
LEI' #8 .38.25 37.91 .3 1 5a ` RI 38 TEMPORARY CONSTRUCTION
TOP 33.00 \ 4.8 38-68 - ��91 , hhh ` V. 28 4 ENTRANCE. SEE DETAIL
.31.45 INV. 29.75 1n 1 -' - INLET #5 \ 5.3
f.
` 30.99 \ 34.7 37 INV. = 28.34 8.5 6ti0 1- 1�t1 , 3 !36 P NEW CITY OF WILMINGTON
.32.37 \ - .38.07 FIRV COMMERCIAL DRIVEWAY
. 31.41 \ \ \ .5 �['� �6.14
.31.42 / \ 1 \ N . 3 4� 3D" SD ..38.6 149 ►
6 ~
/ • 30.67 \ \`� \ 4 �7-.26' s., W -
1 \ �• w . N OUTLET
/ \ t STRUCTURE (SEE DETAIL}
• 29.06 5 31.52 /
/ 1.aa �\ * 8.5 3 a W 54
4.0
' .28.07 .30.29 ` .31.21 .31.24 3 % \ \ \ ' 30is \ :37.7 6.0 •3 •O 4 J 15 0 NEW SDMH
t - N NEW INV. = 29.5
1 .30-$4 31 \135 2
.31.27 \ 3g \ .3 4, 74 MATCH EXISTING INV, 36" PIPE
\ 3 45 31 \ s `
.27.80 / 28.47 J 29.06 .3Q.08 .30.75 \ \ r W • +� 38 / �.. OUTLET
/ \ \ •31.04 \ \ w r37-.95' - 5333 STRUCTURE (SEE DETAIL)
/ I \ \ 30.39 » �J 37. 7 24 n 1 SS MANHOLE
•2 .95 \ .31.30 .31.03 .32.09 �� •3 , W �� t3►} •37;6E • b y RIM 33.52 CONNECT TO EXISTING
1 � � �3>t � � 4 I I ,� , INV. 2a-o2
I .29.68 _ _ ��\'NLET 9 4. 6 6.•0 _ ► SD MANHOLE
30
.28,63 .29.18 \ .30.71 3 / \ TOP 1495.20 6.229.21 �3.1INV.=27.10t
30.79 INV.=.00 \ 1 tj� 4 .5 7 CATCH BASIN
•30.4 .31.62 \ .3 .42 .3 3 ` � 1 �1 TOP 33.11
• 28.03 \ 1 .30.23 .30.55 \ . 32- 9 �� ` ` \ " us . 37.22 / y' i3 7 3 INV. 29.11
\ .29.64 \3 \ �\ 36 SD RETENTION PO CATCH BASIN
15 FES � 134.20 S
�28.99 �'J01 `_ •30.37 -�_ 30.Ofi .30.35 INV. 27.33 `� � �~ ��F� � �� `� 6
TOP 33.43
.28.68 - _30- � • 30. \ • 34 ~ FORE ANY 3 - 36.92 `� INV. 29.13
29- 29.39 78- 31.29+•
- 29.43 Y .29.55. - 4 2 A��2 L L5 ` a5� ` f SD MANHOLE r
'r ,27.73E-� ,.94.46 29 29` 2Fr� �27&�g 2� •2S.lfi �2u�- .31-g3 ` 3¢� •35. 8 2. 7 346 RIM 33.11
4G 5� �2B- • 28.05 .28 89 2�- 2&' .27 32 2Pr� -2�95� - - 5' • ', 1
_ _ _ _--,�.� _ 2&� - -2g3Yj y 29~ �' - - ao - 2 � � 33- 1§�F INV. 27.08
ELK f .27.63 f 2 2$ 2 �_ ���f 1 2�'r� - 3a� P 43- 30_ �31 3 _ 32 28 I�
-r-2 fJ-26 45 _ �26-~ r -Z� - �2Pi! a a o �30`4 . • T 3 L-IN`/ -,z� fl ` • 36. 4 - . 36.74 _ 36 32 �- 3�9 p 33.
-27 _ �_2 s 1 6- r 2 rn rn o e 3z s9 "t ` 35- - 35 35 - - 34
7 ��4 _ 4� 309 1 ��3 3�-- -• 32. 3, - :3 uE� - 34-02�f 36 .4� 32.9 33.16
. 26.52 •26.39 2Ps� N v - rr- %+ -�� s ~ lollt i
qi _- .. j - v i I
CURB INLET/` n 5
CURB INLET TOP 30.59 cn CURB INLE �e `m `•3T45 31 _F�6J
_ 3i 1 33-94
- 1--f- TOP 31.44 .85 1 32- 86 _�3T 31 _ - :3Z n
TOP 30.01 c7 INV. 24.11 CONTROL
.43 - 7 ��- 34.
ALL PARKWAY INV. 25.92 cINV. 27.43 in
RAND 15 FE _U MONUMENT ` 2 - "' �> rn Y 99
r��/�j��JJ INV. 25.37 _ - _ - - - 15 FE5 FIBER--- f�. CONTROL
�1Go� 1E11■r� _1_- f--�f^ TO POND -'-�__ _ INV. 27.07 OPTIC CURB INLET
'�- TOP 32.18 CO OL � - - --- - I� MONUMENT
-�_-_ BOX ° �� _ r
- _ INV. 27.39 M UMENT
CURB INLET NORMAL POOL =28.0
NEW 5 TOP 32-80 -,
ro PONf7 SIDEWALK Nv. 29.96 FLOOD POOL =29.5 Now ��A EVI RECEIVED
_ �NAG iioN
INLET #10 - ~ n
TOP = 34.25 15' x 15' x 1. 5' ~ - - ' U _ _ - - ASI'd i F WATER Q� AUTY MAY 18 2004
I O PON f '
INV. - 31.00 RIP RAP ENERGY II 1 -A G V 6 -L2 c_:�,,�
INLET #11
DISSIPATER Stu DWQ
aPROJ # CCU S I $
TOP = 34.25
INV. = 30.00 SCALE: 1 " = 60'
THERE ARE NO WETLANDS ON THIS SITE 0 60 120 180
• 34/94
�35
.3470
NOW OR FORMERLY 34.90
LONGLEY SUPPLY COMPANY \3g�-
35.90
; 12"x8" TAPPING SLEEVE
• 37.55 1 AND 8" GATE VALVE.
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