HomeMy WebLinkAboutSW7090711_APPROVED PLANS_20090807STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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GENERAL NOTES:
1. EXISTING WETLANDS TO BE LOCATED BY BASE.
2. STORMWATER POND TO BE LOCATED FIFTY -EET (MINIMUM) FROM N.C.D.E.N.R. APPROVED
WETLAND LINE.
to PN 7133. PROVIDE A JOINT PLACEMENT SHOP DRAWING FOR CONCRETE AREAS TO THE ENGINEER OF
RECORD PRIOR TO PLACEMENT OF ANY JOINTS IN CONCRETE.
IPNT #636 4. SHOP DRAWINGS WILL BE REQUIRED FOR THS PROJECT.
5. BEARINGS ARE BASED ON CONTROL POINTS AS SHOWN.
6. SEE SITE DETAILS FOR ADDITIONAL INFORMATION.
�^ 1 7. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR FINAL LAYOUT OF ALL ELECTRICAL AND
_ CONTROLLED
PERIMETER MECHANICAL PADS.
90 LA B. BUILDING TIES FOR BUILDING CORNER STAKE -OUT ARE TO THE CENTERLINE OF GRID AS SHOWN.
_ NE9. SEE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS.
VSE RAVER 111. FUOEL EFFIICIENTLPARKINGATION S ACES WILLFORLBELACEMENT DESIGNATED NSEEDPARKING AREA JUST SOUTH OF THE
1 =_
PROJECT SITE. THESE SPACES WILL BE 5% OF THE CURRENT LOT CAPACITY AND BE STRIPED OR
S 7g• S6 HAVE SIGNAGE INSTALLED BY THE BASE.
37'"
000�4.
SANDY 13CA- _
DUMPSTER PAD cso -____ EXIS
RECYCLE AREA _ _77NG BULKHEgp
SEE ARCH. DWGS FOR
1 ADDITIONAL INFORMATION
82 SETBACK - _
r - PROPANE GAS STROAGE - - - - -
LIMITS IOF TANK NT #1375
THCKENED EDGE ZZ
=_
PNT #637
Z1 CCC510 �
2N
33 SETBACKCONCRETE CONCRETE_PAD - -
PNT #8 PAVEMENT / /
FOR CAN WASH -------------� - - _
N87'46'18"W
GOLF COURSE D BLDG BEARING �Qr.
AREA N-
(XISTING z
L/
S TR U C TU R I 'x N 442469.74 w 3 a
�T E 2633108.4 z Ld wm
V) PROPOSED
1 #4429 I x I /
\ PNT #2
OCNO BUILDING
1 \ maoim 6' WIDE SIDEWALK /
GRID LINE E I I (TYP) c.s11
/
SEE ELECTRICAL, MECHANICAL & BLDG TIE I T I N87.46'18"W
ARCHITECTURAL DWGS FOR LAYOUT BLDG BEARING
OF MECHANICAL YARD AREA
1
o: _
1 4" 0 STEEL BOLLARDS I t p I BIKE RACK astl
WITH WIRE _ _ _ MFG MODEL-6RB05SG RIBBON RACK /
1 I APPROVEDOR
„ - - - - - - I SEESH T EQUAL AS-110FOR ALTERNATE LOCATION
cs11 (5)4 OSTEEL BOLLARDS
THIS AREA TO PROTECT
1 PROPOSED ABOVE UTILITIES
SEE SHT AS-110 FOR f
1 I' LOCATIONS 8' WIDE SIDEWALK r - J M C.A.S.
<0
- - - - - - - - - - - - - - - I -� h CHERRY POINT
50
1 4" 0 STEEL BOLLARDS 1 'V
WITH WIRE 16' WIDE ASPHALT POND
1 \ DRIVE cslo
as11 4" 0 STEEL BOLLARDS AREA
c.s11 WITH WIRE \
1 /
1 -
-PNT #7 /
/ SURVEY CONTROL POINTS
EXISTING CONTROLLED
PARKING
PROVIDE SIGN TO MATCH REAP STDS /
PNT #4 , AUTHORIZED SERVICE VEHICLES ONLY /
BEYOND THIS POINT"
PROPOSED ASPHALT TO TIE IN TO EXSITING
FIELD VERIFY AND ADJUST AS REQUIRED /
I /
z PNT#1
0 C
0
Ln
PNT #10 /
a
N 7g " g9'47/
K''190.50,
J �
i
PNT #6
J PNT #541
DISPLAY' �8�'`
POINT
NORTHING
EASTING
ELEV.
DESCRIPTION
1
442150.6605
2633107.8829
25.38
TP NAIL
2
442492.7040
2633143.3558
25.85
TP NAIL
3
442056.4543
2632867.1183
25.43
TP NAIL
4
442211.9941
2632835.9930
25.23
TP NAIL
6
442098.7840
2633386.5488
26.23
TP NAIL
7
442266.9828
2633438.8958
26.23
TP NAIL
8
442578.1216
2632860.3491
26.40
TP NAIL
636
442791.6495
2632724.6977
1.03
TP SIR
637
442595.8264
2633695.2814
1.28
TP SIR
1370
442007.4438
2632996.5820
25.33
1 TP NAIL
1372
439278.5770
2633289.8534
27.18
CP 11
1373
439320.8799
2633285.0608
27.73
EPK
9
1 442004.7227
2633067.2498
25.26
TP SIR
10
442121.4903
2633286.8810
25.77
TP SIR
541
442085.1301
2633473.8771
22.15
TP SIR
SEE NOTE 1
SEE NOTE 1
SEE NOTE 2
SEE NOTE 3
NORTH
SCALE:1 "=40'
I SIGN C3'R
NOTES
PN#1F PAD
1. BASE POINTS OF THIS SURVEY. NORTH AND EAST COORDINATES (SPC 3200) ARE NC GRID FROM OPUS
#4788 / c� OBSERVATION TAKEN OCTOBER 6, 2008
ELEVATIONS ARE NORTH AMERICAN VERTICAL DATUM 1988.
GOLF COURSE 2. THIS POINT IS AN EXISTING CHERRY POINT CONTROL POINT NAMED CP 11
i 3. THIS POINT IS AN EXISTING PK NAIL IN THE CENTERLINE INTERSECTION OF ROSEVELT AVENUE AND GOLF
GOLF PR( AREA COURSE ROAD.
I PNT #T,370
SHOP NT #s
� #3570
S �3.29'18W 212.48...
i TO ROOSEVELT
- - AVENUE
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7/20/09
1 DENR SUBMITTAL
7/10/09
100X RENEW
13/09
90% CML
17 09
FINAL QDP
1/27 09
QDP
12/19/08
RPR
reserve vie Property
rights to this drawing
and it is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
BRJaIN Ehl I CIECI�D BY:
DBP MWJ
AE JOB NUMBER
6600731
SITE
PLAN
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STORM DRAINAGE
S—* DESCRIPTION TOP EL.
OR TYPE (GRATE EL)
ST-1 M.E.S.
ST-2 2' X 3' INLET 2575
STRUCTURE
INVERTS
N —sl E
2219
\ \ ST-4 2' X 3' INLET 25.25 22.79
22.19
22.40
22.79
TABLE
STORM DRAINAGE
DETAIL
S—•
DESCRIPTION
TOP EL.
W
OR TYPE
(GRATE EL)
6 530
ST-16
MANHOLE
26.25
22.19
2 530
ST-17
CLEANOUT
26.80
22.40
2 530
ST-18
CLEANOUT
26.25
2 / 530
ST-19
CLEANOUT
1 26.00
La
'9
$ z
9
z
" to
STRUCTURE TABLE
INVERTS
N
S
E
WDETAIL
22.14
22.14
22.14
530
22.67
530
22.72
530
22.93
_
530
26.2 ,y-NMI If
._ `..
ST p 12" PVC 2 —
ST-21
\ \, - SCANS 1'H 40'
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20 09
1 DENR SUBMRTAL
10 09
100X RVEW
13 09
90% CML
179FINAL
GDP
�09
GDP
)�71�
reserve me properly
rights to this drawing
and it is not to be
reproduced. copied in
any format or manner
whatsoever without first
obtaining our express
written oermhWon and
now Of. %ECM Bm
DBP MWJ
IM toe raitMtt
6600731
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DA-OFFS
- - - , AVtNUt
1
M.C.A.S.
CHERRY POINT
NORTH
SCALE:1 "=40'
POST -DEVELOPMENT DRAINAGE TABLE
AREA
TOTAL
AREA
IMPERVIOUS
PERVIOUS
Tc
CN
C
DA-1
0.49 AC.
0.00 AC.
0.49 AC.
15 MIN
69
0.35
DA-2
0.22 AC,
0.04 AC.
0.18 AC.
10 MIN
74
0.46
DA-3
0.34 AC.
0.15 AC.
0.19 AC.
10 MIN
81
0.59
DA-4
0.40 AC.
0.21 AC.
0.19 AC.
10 MIN
84
0.66
DA-5
0.57 AC.
0.57 AC.
0.00 AC.
10 MIN
98
0.95
DA-OFF1
1.88 AC.
0.03 AC.
1.85 AC.
17 MIN
69
0.35
DA-OFF2
0.55 AC.
0.01 AC.
0.54 AC.
15 MIN
70
0.37
DA-OFF3
0.63 AC.
0.24 AC.
0.39 AC.
15 MIN
80
0.58
DA-OFF4
3.45 AC.
1.40 AC.
2.05 AC.
12 MIN
81
0.59
DA-075
1.68 AC.
0.01 AC.
1.67 AC.
20 MIN
69
0.35
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15/13/09 19OX CML 1
DATE
reserve me propel
rights to this drawing
and it Is not to be
reproduced, copied in
any format or manner
whale wr without first
obtaining our express
wHMen cermission and
DBPI MWJ
PE JOB NUMBER
6671
POST
DRAINAGE
DIVIDES
PLAN
C=132
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NOTES:
US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY)
4,000 PSI TYPE II CEMENT
WALL REINFORCING: PER MANUFACTURERS RECOMMENDATION
INFILTRATION BASIN BYPASS STRUCTURE DETAIL (1-0� X (2�, X 4
20 09 DENR SUOMFITAL
/10/09 1100Z RENEW
DATE I ISSUE/RENSiON
We hereby exPmuh
reserve the property
right to this drawing
and R is not to be
reproduced. copied in
any format or manner
whatoev r without first
obtaining our exprses
written permission and
consent.
ORAMM BY: GIECM Br:
MWJ DBP
AE doe NUMBER
6600731
GRADING
AND
DRAINAGE
D�S
x (51 x (61 X (71 x 8 C-532
SHEET NWBER