SW8080715_APPROVED PLANS_20080801

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O$ 0�115
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2008 OSO 1
YYYYMMDD

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MAXIMO NO.
S"k PROD, NO,
WORK ORDER NO.
CONSTR_ CONTR. NO.
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NAVFAC DRAWING NO. �r-
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SHEET 1 OF
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DRAWFORM REVI5104: 01 MAY 2008
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SHEET
DRAWING
NAVFAC
SHEET
SHEET
DRAWING
NAVFAC
SHEET
NUMBER
NUMBER
NUMBER
TITLE
NUMBER
NUMBER
NUMBER
TITLE
GENERAL
X
S
1
G-001
TITLE SHEET
2
G-002
INDEX OF DRAWINGS
CIVIL
3
C-100
LEGEND, ABBREVIATIONS, AND GENERAL NOTES
4
C-101
SURVEY CONTROL PLAN
5
C-102
EXISTING STRUCTURE DATA
6
CD100
OVERALL SITE DEMOLITION PLAN
7
CD101
SITE DEMOLITION PLAN
8
CD102
SITE DEMOLITION PLAN
9
CD103
SITE DEMOLITION PLAN
Iff
10
CD104
SITE DEMOLITION PLAN
11
CD105
SITE DEMOLITION PLAN
0
12
CD106
SITE DEMOLITION PLAN
13
CD107
SITE DEMOLITION PLAN
14
CS100
OVERALL SITE PLAN
15
CS101
SITE LAYOUT PLAN
16
CS102
SITE LAYOUT PLAN
17
CG101
SITE GRADING AND DRAINAGE PLAN
18
CG102
SITE GRADING AND DRAINAGE PLAN
19
CG103
INITIAL EROSION AND SEDIMENT CONTROL PLAN
20
CG104
EROSION AND SEDIMENT CONTROL PLAN
21
CU101
SITE UTILITY PLAN
22
CU102
SITE UTILITY PLAN
23
C-501
SITE DETAILS
24
C-502
SITE DETAILS
25
C-503
SITE DETAILS
IW��
26
C-504
EROSION AND SEDIMENT CONTROL NOTES
10
27
C-505
EROSION AND SEDIMENT CONTROL DETAILS
28
C-601
SITE UTILITY DETAILS
29
C-602
SITE UTILITY DETAILS
ARCHITECTURAL
30
A-110
COMPOSITE FIRST FLOOR PLAN
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CODE ID. NO. 80091 1
SIZE D
SCALE: AS NOTED
MAXIMO NO.
STA. PROJ. NO.
WORK ORDER NO.
CONSTR. CONTR. NO.
r
NAVFAC DRAWING NO.
SHEET 2 OF
G-002
DRMN M REM1 M 01 WY 11108
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1 1 2
3
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LEGEND
EXISTING NEW
Tc 1 6.71
TOP OF CURB OR CONCRETE ELEVATION 1 6.2 1
FACE OF CURB, GROUND OR PAVEMENT ELEVATION
D
SPOT ELEVATION X �6� 12•
MAJOR CONTOUR ---- {�s.00} ---- 15.00
MINOR CONTOUR-----(�4.oD} ---- 14.00
BUILDING
CANOPY r
BITUMINOUS PAVEMENT L
CURB
CURB AND GUTTER
CONCRETE SIDEWALK
PAVEMENT STRIPING
STORM DRAIN (SD) _ _72" s0 12" SD
SANITARY SEWER (SS) a" SS_ 80 SS
C DITCH/SWALE
TOP OF BANK roe
TOE OF SLOPE _ _TOS
UNDERGROUND GASLINE ---- —UG--
UNDERGROUND COMMUNICATION — — —uc —
OVERHEAD POWER Oy
UNDERGROUND WATER MAIN 6" w 6"W
UNDERGROUND STEAM---srM---
FENCE X
SHRUB 2
TREE
SIGN u
BOLLARD
B LIGHT POLE ¢ o
POWER POLE
COMMUNICATION PEDESTAL ® COMM PED
COMMUNICATION MANHOLE O COMM My
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TRANSFORMER PAD
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WATER VALVE wv
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POST INDICATOR VALVE
CURB INLET
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DROP INLET ® DI
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STORM DRAIN MANHOLE O so MH 0 SD MH
SANITARY SEWER MANHOLE O ss My 9 SS MH
CLEANOUT • CO
BENCH MARK
0
SOIL BORING a
G
SURVEY CONTROL POINT
ATFP SETEBACK _
>o LIMITS OF DEMOLITION/CONSTRUCTION
W
1 2
ABBREVIATIONS
ABANDONED
ABAND.
LOCATION
LOC.
AQUEOUS FOAM FORMING FLUID
A.F.F.F.
MANHOLE
AIR CONDITION
AC
MATCH GRADE
MH
M.G.
AIRFIELD DROP INLET
A.F.D.I.
METAL
MTL.
AIRFIELD MANHOLE
A.F.M.H.
MORALE WELFARE & RECREATION
MWR
ANTI-TERRORISM/FORCE PROTECTION
AT/FP
NOT IN CONTRACT
NIC
APPROXIMATE
APPROX.
OIL AND WATER SEPARATOR
OWS
BARBED WIRE
B.W.
OVERHEAD
OH.
BEST MANAGEMENT PRACTICE
BMP
OUTSIDE DIAMETER
O.D.
BUILDING
BLDG.
PEDESTAL
PED.
CATCH BASIN
C.B.
POST INDICATOR VALVE
P.I.V.
CIVIL ENGINEERING SUPPORT EQUIPMENT
CESE
POLYVINYL CHLORIDE
PVC
CHAIN LINK FENCE
CLF
PORTLAND CEMENT
PC
CLEANOUT
CO.
RAILROAD
RR
CONCRETE
CONC.
RAIN LEADER
R/L
CONDUIT
COND.
READY SERVICE LOCKER
RSL
CONTRACT LINE ITEM
CLIN
REINFORCED
R
COVER
CVR.
REINFORCED CONCRETE PIPE
RCP
DOWN
DN.
ROOF DRAIN
RD
DUCTILE IRON PIPE
DIP
SANITARY
SAN.
ELECTRIC
ELEC.
STEAM
STM.
EXISTING
E.
STORM, SOUTH, SLOPE
S
EXPANSION JOINT
EJ
STORM DRAIN
SD
FINISHED FLOOR
FF
STRUCTURE
STRUCT.
FIRE ALARM
F.A.
TOP OF WALL
TW
FIRE HYDRANT
F.H.
UNDERGROUND
UG.
GAS VALVE
G.V.
TELEPHONE
TEL.
HAND HOLE
H.H.
TYPICAL
JYP
HIGH PRESSURE
HP.
UNDERGROUND
UG
HIGH PRESSURE WATER
HPW
WATER
W
INACCESSIBLE
I/A
WATER METER
WM
INVERT
INV
WATER VALVE
WV
LINEAR FEET
L.F.
WITH
W/
3
L.
GENERAL NOTES:
1. ALL DIMENSIONS ARE IN FEET AND REFER TO THE FACE OF CURB OR
EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. ALL PIPE DIAMTERS
ARE IN INCHES AND REFER TO INSIDE DIAMETER (ID) UNLESS OTHERWISE
NOTED.
2. CONTRACTOR SHALL COORDINATE ON A DAILY BASIS WITH INSTALLATION
SECURITY FORCES TO ENSURE TIMELY INSPECTION AND DELIVERY OF
MATERIALS, INCLUDING ASPHALT AND CONCRETE.
3. CONTRACTOR SHALL PROTECT SURVEY CONTROL POINTS AND BENCHMARKS
THROUGHOUT CONSTRUCTION. CONTROL POINTS AND BENCHMARKS THAT ARE
DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED OR RELOCATED
BY THE CONTRACTOR.
4. ALL DISTURBED AREAS THAT ARE NOT PAVED SHALL BE FINE GRADED,
TOPSOILED AND SEEDED IN ACCORDANCE WITH SPECIFICATION SECTION 31 23
00.00 20 EXCAVATION AND FILL.
5. CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT. CURBS, WALKS OR
OTHER ITEMS DAMAGED OR REMOVED WHICH ARE SHOWN OUTSIDE THE LIMITS
OF DEMOLITION. SIZE, THICKNESS AND COMPOSITION OF REPLACEMENT ITEMS
SHALL MATCH EXISTING ITEMS WHICH WERE REMOVED OR DAMAGED.
6. DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, ROADWAY STANDARD DRAWINGS AS FOLLOWS:
CATCH BASIN - DWG 840.02
DROP INLET - DWG 840.14
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NAVFAC DRAWING N0,
SHEET OF
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REFERENCE SKETCH
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SURVEY TRAVERSE POINT TR-4
REFERENCE SKETCH
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SURVEY TRAVERSE POINT TR-7
REFERENCE SKETCH
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SURVEY TRAVERSE POINT TR-10
REFERENCE SKETCH
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SURVEY TRAVERSE POINT TR-13
REFERENCE SKETCH
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SURVEY TRAVERSE POINT TR-3
REFERENCE SKETCH
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SURVEY TRAVERSE POINT TR-6
REFERENCE SKETCH
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SURVEY TRAVERSE POINT TR-9
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SURVEY TRAVERSE POINT TR-12
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SURVEY CONTROL PLAN
SCALE: 1 IN. = 60 FT.
SURVEY NOTES:
1.
TOPOGRAPHIC SURVEY PREPARED BY TRANSYSTEMS CORPORATION, FROM FIELD
DATA COLLECTED IN MARCH 2O08.
2.
THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE,
SIZE, TYPE, DEPTH, MATERIAL OR LOCATION OF ANY UNDERGROUND UTILITIES.
ALL UTILITIES SHOWN ARE BASED ON ABOVEGROUND UTILITY STRUCTURES,
AVAILABLE UTILITY MAPS AND SITE PLANS. THE CONTRACTOR SHALL
HAVE ALL EXISTING SITE UTILITIES VERIFIED PRIOR TO ANY EXCAVATION.
3.
TEMPORARY BENCHMARK #1 (TBM #1) IS A RAIL ROAD SPIKE IN A UTILITY POLE
WITH LIGHT AS SHOWN HEREON.
TBM #1 ELEVATION = 18.52.
TEMPORARY BENCHMARK #2 (TBM #2) IS A CHISELED SQUARE ON THE SOUTH
EAST CORNER ON CONCRETE AS SHOWN HEREON.
TBM #2 ELEVATION = 14.32
TEMPORARY BENCHMARK #3 (TBM #3) IS A CHISELDED SQUARE ON THE
NORTHEAST CORNER OF A CONCRETE HEAD WALL AS SHOWN HEREON.
TBM #3 ELEVATION = 12.01
TEMPORARY BENCHMARK #4(TBM #4) IS A CHISELED SQUARE ON THE NORTH
WEST CORNER OF CONCRETE PAD SHOWN HEREON.
TBM #4 ELEVATION = 17.42
TEMPORARY BENCHMARK #5 (TBM #5) IS A CHISELED SQUARE ON THE
NORTHWEST CORNER OF CONCRETE PAD SHOWN HEREON.
TBM #5 ELEVATION = 18.08
4.
ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN
VERTICAL DATUM (NAVD) OF 1988. ELEVATIONS WERE ESTABLISHED FROM CAMP
LEJEUNE CONTROL STATION PW-103.
5.
HORIZONTAL COORDINATES SHOWN HEREON ARE IN US SURVEY FEET AND REFER
TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83 (1986
ADJUSTMENT). HORIZONTAL COORDINATES WERE ESTABLISHED FROM AN OPUS
SOLUTION PROVIDED BY THE NATIONAL GEODETIC SURVEY (NGS). THE FOLLOWING
CONTINUOUSLY OPERATED REFERENCE SATIONS (CORS) WERE USED TO
TRIANGULATE A POSITION: KENANSVILLE CORS ARP, CASTLE HAYNE CORS ARP,
AND NEW BERN 6 CORS ARP.
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GRAPHIC SCALE:
CONSTR.CONTR NO.
NAVFAC DRAWING NO. f
60' 0 60' 120'
1 60' SHEET OF
C-101
5 DRAWFOW RIEVISIM 01 MY 2 6

1 12 3 14 5
EXISTING STORM DRAIN (SD) STRUCTURE DATA EXISTING SANITARY SEWER (SS) STRUCTURE DATA EXISTING COMMUNICATION (COMM) STRUCTURE DATA
CURB INLET 27 DITCH DROP INLET 50 PIPE END O SS MRIM H 76.57 COMM MH
RIM = 15.06 RIM = 15.45 INV 10" RCP = 12.96 7
INV 30" RCP (E) = 9.32 INV 36"' RCP (E) = 12.10 INV 6" PVC (NE) = 10.79 RIM = 14.54
NV 18" RCP (S) = 9.44 NV 40" CMP (W) = 12.08 57 PIPE END INV 8" PVC (S) = 10.79 BOS = 5.65
INV 30'" RCP (W) = 9.35 NV 10" RCP = 13.19
D CURB INLET SS MH RI COMM MH
22 ❑ PIPE END O 2 RIM = 75.48
RIM = 17.20 52 2 RIM = 14.23 BOIS = 6.09
RIMDROP INLET INV 8" CMP (E) = 13.27 NV 24" RCP = 9.58 INV 8" PVC N () = 9.83
INV = 13.47 INV 6"" PVC (E) = 9.83 COMM MH
INV 75" RCP (N) = 70.09 PIPE END 53 PIPE END 03
INV 30"' RCP (E) = 9.99 23 � INV 24" RCP = 9.28 INV 8" PVC (S) = 9.86 RIM = 10.19
INV 8 "' CMP = 14.99 =
INV 24" RCP (W) = 9.99 SS MH BOS 1.85
PIPE END O RIM = 15.56
24 PIPE END 54 INV 24" RCP = 8.02 INV 20" PVC (N) = 5.33 O COMM MH
DROP INLET INV 18" RCP = 13.82 INV 20" PVC (S) = 5.26 RIM = 16.36
RIM = 13.60 BOS = 7.83
INV 15" RCP (S) = 10.20 ❑ PIPE END 55 PIPE END
25 NV 24" RCP = 7.48
NV 18" RCP = 13.81 O SS MH O RI COMM MN
RIM = 17.52 RIM = 73.57
DROP INLET 56 PIPE END INV 8" PVC (NE) = 12.46 BOS = 3.78
PIPE END
RIM = 14.96 26 INV 8"' CMP = 71.75 INV 10" PVC (S) = 12.30
INV 24" RCP E - 11.48 NV 78" RCP = 14.60 O = 12.43
O - INV 10' PVC W
INV 24 RCP (W) = 17.52 PIPE END O
57 SS MH COMM MH
RIM = 16.77
NV 24" RCP (NW) = 11.75 27 PIPE END NV 8'" CMP = 11.71 O RIM = 17.12 305 = l/A
NV 18" RCP = 14.69
DROP INLET PIPE END INV 10" PVC (N) = 73.05
El58 INV 10" PVC (E) = 12.99 O COMM MH
RIM = 15.21 INV 18" PVC = 9.29 O = 12.99 7 RIM = 76.76
INV 24" RCP (SE) = 12.36 28 PIPE END INV 8" PVC W
INV 10" PVC = 76.75 BOS = 9.50
❑PIPE END O SS MH
59 RIM = 17.10
❑DROP INLET NV 78'" RCP = 9.33 INV 10" PVC (N) = 72.21 O RI COMM MH
6 29 PIPE END RIM = 77.27
RIM = 16.28 INV 10" PVC = 16. 10 PIPE END INV 10" PVC (S) = 12.18
INV 15" RCP (N) = 12.70 60 INV 8" PVC = 17.53 INV 10" PVC (W) = 12.28 BOS = 9.03
INV 24" RCP (E) = I/A
INV 18" RCP (W) = 12.75 ❑ PIPE END O SS MH O COMM MH
30 7 68 9
BOS = 12.64 INV 78" RCP = 15.24 PIPE END RIM = 16.RIM = 14.47
TOP OF 8" WATER = 2.50 61 INV 8" PVC = 71.48 INV 70" PVC (N) = 11.10
BOS = 6. 7 0
INV 10" PVC (S) = 11.10
31 PIPE END
❑
CURB INLET INV 18" RCP - 15.18 PIPE END COMM MH
7 fi2 INV 15" RCP = 10.28 SS MH 10 RIM = 16.54
RIM = 15.40 O RIM = 78.03 BOS = 8.77
INV 18" RCP (N) = 10.06 INV 70" PVC (N) = 9.56
INV 18" RCP (S) = 10.14 32 PIPE END 63 PIPE END INV 10" PVC (E) = 9.56
INV 10" PVC = 15.04 INV 15 " RCP = 70.80 INV 10" PVC (S) 7 1 RICOMM MH
= 9.50 RI = 17.40
CURB INLET PIPE END INV 10" PVC (W) = 9.79 BOS = l/A
RIM = 16.00 PIPE
33 END 64 INV 15" RCP = 11. 17
INV 18" RCP (N) = 11.72 INV 70" PVC = 16.77 O SS MH 12 COMM MH
INV 8" RCP (E = 71.68 9 RIM = 16.82 RIM 11.56
PIPE END
65 INV 14 " PVC (E) = 8.72 BOS = J. 16
34 DROP INLET INV 75" RCP = 77.45 INV 8" PVC (SW) = 8.88
RIM = 13.75 INV 14" PVC (W) = 818 COMM MH
CURB INLET INV 56" RCD (E = 9.40 66 DROP INLET 7 3
.52
RIM = 15.91 INV 35" RCP (W) = 9.40 RIM = 17.10 BOS
1 966 = .
INV 30" RCP (E) = 7.74 INV = l/A O SS MH BOS = 66
INV 30" RCP (W) = 7.83 10 RIM = 18.03
35 PIPE END INV 8" PVC (NE) = 10.64
INV 8" PVC = 15.47 fi7 PIPE END INV 8" PVC (S) = 10.77
INV 24" RCP = 15.78
10 RIM INLET 7270 36 PIPE END PIPE END SS MH EXISTING STEAM (ST) STRUCTURE DATA
INV 30" RCP (E) = 8.31 INV 8" PVC = 75.78 68 INV 24" RCP = 15.71 11 RIM = 75.57
NV 18" PVC (N) = 8.06 STEAM VAULT
37 PIPE END DROP INLET INV 4" CIP (NE) = 12.85 RIM = 18.38
B CURB INLET INV 18"' RCP = 75.01 fig RIM = 17.07 INV 20" PVC (E) = Z66 BOS = 7.95
71 INV = l/A INV 18" PVC (S) = 7.80
E RIM = 75.20 PIPE END
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2. REFER TO SHEE
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SCALE: 1 IN. = 25 FT.
(STREET SIGN) p N 361822.261
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FOR
UTILITY
STRUCTURE DATA.
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FEET
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204 TO 206 171
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SHEET NOTE
1.
REFER TO SHEE
ABBREVIATIONS.
2.
REFER TO SHEE
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3.
REFER TO SHEE
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4.
ALL DIMENSION
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F1031 TO 104 148 LF - 15"RCP @ S=0.5% ?9 I I I 300 00/ x x I ,'/
INV UP = 13.45 I X> / i X X I x
INV DN = 12.70 s>>s > X> , . / i�> > �` X I > -, o x y
spycP��� > I' cP> O I I>?• •ems -151 > x
104 NEW DROP INLET I o I sI III / �� )-----,,a 1�' I I 112 I �j s >s
RIM = 15.80 fir\ I i i i 5 / - ------ - --- �- - - p
INV = 12.70 �' ii \\ o I I i i I , / �G I - M -- 1\ I 10 11� I I I�Iv
�I I I i I 10 11�h 17.00 1
104 TOF1051 63 LF - 18"RCP @ S=0.57. - I ------'
INV UP = 12.70 II I i i i t I X x �pp� I I to I I
INV DN = 12.28 II i ®I �� y�G . S p�G -- - -�G
-� • I I I 115jL / •00 1g. \ 1�• s 11 C x> 9 S a
105 NEW DROP INLET po I ca , s TC I I I
O)
RIM = 16.00 I>,>�� > X� Ixxx> 17.00 6.00 >------t------X------___ X> I II
- I > s >
INV = 12.38 Io ss�� 06 �o 's �9 I I > 15.00 14.00 /��----'----- '_ `',9 �I- s �s s x
105 TO 208 63 LF - 18"RCP @ S=0.5% I ! I _� I I I r 3 s 13.00 - 0 9 's
209 I I
C INV UP = 12.38 ; I i I " i-2 89 X - h
INV DN = 12.00 I I j i 0 11.00 sr r
_ IIp i
0 10.00 ;- I� I I m ; I
106 NEW DROP INLET I �� 0 9.00
RIM = 16.10 i I I o f X 8.00 6 00
Ii
INV = 12.50 __ -
11_M`� x ' -I .1 ' 106
n I X i/ S? ` \�-�i------ X 1 " JD / " i
106 TO 107 63 LF - 15 RCP @ S=0.8% I> > s �� /
INV UP = 12.50 8>I s� '� UPI I ds . 6> 9> �� o x�I Q X> > X
INV DN = 12.00 i i -� I 8 `�-� a'• Q 19 DA4 ---- _0 0I- 6X®� , o 0 1 8 Tc 107 0 { 6
107 NEW DROP INLET I I t�h I o o. o o o
6 00 t �, C2 FOREBAY WEIR o o> o I _' - 9� ;7 -
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NV = 12.00 �� I I I i I 300 A-5 j C-503 x>� CD . x ��� oo i oo A�� :I I °o 03 1b�.,$ V No.
ROURT M. SIVER
x $ o
I I o I rl- > o o i 7 �1- P' t 79
107 TO 108 54 LF - 15" @ S=0.9% I 04 Ico j In �� o o x� Q I ( i S` '!' '•°A'61N6`�Q¢C.
INV UP = 12.00 It �� I o o �\ o II .,� •Rn..,....�` ` /` .�
INV DN = 11.50 I I 11h IG I
V o I Qohi��P�� °Fpl�
108 END OF PIPE T i!I �9y >'sa >� x s >X> I �9 X x� x s 11.50 x�� \ o A R x 166p x>�9160�0 16)0 x i I II x x O 3
S��onA� SD
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INV = 11.50 I I(1 I I I 6.00 0 y� o I Z REVIEWED BY
C l0" i I � s m a PM/DM
n I vI I 8.00 _ - -� �. 16• it
204 TO 206 171 LF - 18 @ S=0.5% m I I I 9.00 - > --- 1 o
INV UP = 14.16 O I I ( t 1D.D0 1 I > CHIEF ENG/ARCH TDC
�: > I-----� 1 --
COW. OST I O o a
INV DN = 13.30 ' �I I I _ > Q 11 00 ��o =- - -- - - - - Iry� " gp wr Z < Z > U
8 �s p G %g b'7RE SIG
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206 NEW DROP INLET coNc Posr Q ) ; Q 9 �s�`x �9 X] S20 > } 13.00 0 > 7 �- - p� - -�� _ ram Z
(STREET SIGN) 9 z x x \ J 4 00 > jsr 'S6 >� Qo - - - - x' J - - -> PA �'�-i 0 g o Z B
RIM = 16.20 Q r-• z z }}
B INV = 13.30 �' �. 15.00�-,.- _ _:�.-.-.-.'-. - 17.00 �� x -. I 8 1- w I-
9 -. O-.Q.-.--.-.-.-.-.-.-.-.-. -> ----- _ �.-.-.-_ .-.-. > 16.00,. Q c -1, w Qi _ Z
E ---•-•-UC--------•------- -'-' 8 W - -- - _ -.-. > > >
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206 TO 207 112 LF - 18"RCP @ S=0.8% s'o ks j �T-•-•-•- z'�' -+' --- >1 0� X z W -J d
INV UP _ 13.30 '� p j' 0 s my c� ss �� �'' 11FEET]' or' IIvCL
y
�,� s o s 6 s o 15.16M.G. o (�
mac/ s 6 _ < <' -
INV DN = 12.40 _ `r - x cr , E cr x k' x
Q > > I .� X CP X> CT x> ' 's s -coN W 's 1 -� '/ 1 I ' � X � Q I.l.t
o x c� rn rn rn >6, .� a, >s N •� s N s w rn rn w __�--(0�•5 )- N •��-Jso a = '� U Z U
O v '� 6o Ul s� CA "'�. --- p Cp I A � �� Q Z Q
Lcl207 NEW DROP INLET d-------------------- -------------------- __----- o `s = '� m Z
RIM = 16.00 s �� ----------- - 18" SO \ a U 0
S----------- 18" SD >�--____--- - s - Q
------------- ¢ ❑7
ss w 8 > 18-&D------------(16.00)-- ---
INV = 12.40 "� �, s _
��s rn rn ------------
T C 00 X> x X> ; X> I 9
n CT I X 6' >6+ 6' s s� X> W
LL 207 TO 208 50LF - 24 RCP @ S=0,8% X X F�� X]S x>o >6� 06 �6 s> I (0 9 d �o
INV UP = 12.40 >o > >9 1 �� o I o
INV DN = 12.00 9 o I °p
>s � �- O. Q
208 NEW DROP INLET A II 0 9 LIMITS OF DISTURBANCE I z cp
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RIM = 16.56 '6 ,� li �ow WET DETENTION BASIN, REFER II o� Z Q Ei
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w INV = 12.00 0�` �t� TO SHEET C-503 FOR DETAILS SHEET NOTES. Io w Q v U
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208 TO 209 116 LF - 30"RCP @ S=0.5%
INV UP = 12.00 REFER TO SHEET C-100 FOR LEGEND AND ABBREVIATIONS. I ( z H LJJ w
g INV DN = 11.40
2. REFER TO SHEET C-101 FOR SURVEY CONTROL PLAN AND I U o Q ~
209 END OF PIPE NOTES.
o� �U
INV = 11.40 �g I I W Q a Z Q
X Q o a
s 300 CONTROL STRUCTURE f�
A SEE DETAIL A4/C-504 4. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. z
3. REFER TO SHEET C-102 FOR UTILITY STRUCTURE DATA.
SODS ID. NO.
ASSO 91 NOTED E D
300 TO 10 66 LF - 24"RCP @ 0.3% 5. REFER TO SHEET CG104 FOR EROSION AND SEDIMENT /N `?4�
INV UP = 8.50 No.
INV DN = 8.31 4A CONVERT EXIST. DROP INLET TO M.H. CONTROL PLAN.
STA. PROD. N0.
STA. Phw• c, I
(CONNECT TO EXISTING INLET) RIM = 16.30 WORK oRCO No. /tee �V
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GRAPHIC SCALE: CONSTR. CONTR N0 r
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2 1 1 3
4 1 5
EROSION AND SEDIMENT CONTROL NOTES
1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED
IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA, EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION AND THE DETAILS SHOWN HEREON.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED BY THE
CONTRACTOR TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE PROJECT SITE AND
PREVENT EROSION OF SOILS DURING ALL PHASES OF CONSTRUCTION.
D 3. THE CONTRACTOR SHALL MAKE PROVISIONS TO MINIMIZE THE DEPOSITION OF SEDIMENT
AND MUD ONTO STREETS. SEDIMENT AND MUD DEPOSITS SHALL BE REMOVED FROM
STREETS AT THE END OF EACH WORKDAY BY SHOVELING OR SWEEPING STREET CLEAN.
4. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES PERIODICALLY AND AFTER
EACH RUNOFF PRODUCING RAINFALL EVENT. NECESSARY REPAIRS TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENT ARE TO
BE MADE IMMEDIATELY. UNLESS OTHERWISE INDICATED, ACCUMULATED SEDIMENT SHALL
BE REMOVED WHEN THE MEASURE IS REDUCED TO 50% OF THE DESIGN CAPACITY.
5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THESE PLANS ARE THE
MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROLS WHERE
NEEDED TO CONTAIN SEDIMENT AND PREVENT EROSION.
6. SOIL THAT IS TO BE STOCKPILED MORE THAN 30 DAYS ON SITE SHALL RECEIVE
TEMPORARY SEEDING WITHIN 7 DAYS OF STOCKPILING. SEDIMENT FENCE SHALL BE
INSTALLED AT THE TOE OF THE SLOPE.
7. APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO EACH DENUDED OR DISTURBED
AREA WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON EACH PORTION OF THE SITE.
SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH
MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN
30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT.
C S. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED
UNTIL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE,
TEMPORARY MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL
BE SPREAD AND SEEDED.
9. FILTER BARRIERS SHALL HAVE AN EXPECTED USEABLE LIFE OF 3 MONTHS. SEDIMENT
FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST ONCE
DURING A PROLONGED RAINFALL EVENT. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
10. THE INLET PROTECTION DEVICE SHALL BE CONSTRUCTED IN A MANNER THAT WILL
FACILITATE CLEANOUT AND DISPOSAL OF TRAPPED SEDIMENT AND MINIMIZE INTERFERENCE
WITH CONSTRUCTION ACTIVITIES. ENSURE THAT RESULTING PONDING OR STORMWATER WILL
NOT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT AREAS.
11. ESTABLISH PERMANENT TURF VEGETATION COVER IN ACCORDANCE WITH SPECIFICATION
SECTION 32 92 19 "SEEDING".
0
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SEQUENCE OF CONSTRUCTION FOR EROSION AND SEDIMENT CONTROL
A. MAIN BUILDING SITE:
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEDIMENT FENCE AND
INLET PROTECTION AT LOCATIONS INDICATED ON INITIAL EROSION AND SEDIMENT
CONTROL PLAN.
2. REMOVE PAVEMENT, TREES, STUMPS, FENCING AND OTHER ITEMS FROM WITHIN SITE
LIMITS.
3. STRIP TOPSOIL AND STOCKPILE FOR LATER USE.
4. CONSTRUCT TEMPORARY SEDIMENT BASIN TO LINES, ELEVATIONS AND DETAILS
INDICATED FOR WET DETENTION BASIN INCLUDING CONTROL STRUCTURE AND
OUTLET PIPE WITH CONNECTION TO EXISTING DROP INLET.
5. APPLY TEMPORARY OR PERMANENT SEEDING TO EXPOSED SLOPES AROUND
TEMPORARY SEDIMENT BASIN AND OTHER DISTURBED AREAS.
6. BEGIN EXCAVATION OF BUILDING FOUNDATION AND CONSTRUCT NEW BUILDING.
7. GRADE SITE AND INSTALL AGGREGATE BASE COURSE MATERIAL TO STABILIZE
GROUND SURFACE OF NEW PARKING LOT. APPLY TEMPORARY SEEDING TO
REMAINING DISTURBED AREAS OUTSIDE LIMITS OF BUILDING.
8. UTILIZE STABILIZED PARKING LOT FOR MATERIAL STOCKPILES AND CONSTRUCTION
STAGING AREA DURING CONSTRUCTION OF BUILDING.
9.INSTALL NEW UTILITY SYSTEMS INCLUDING WATER, SANITARY SEWER, STEAM,
ELECTRIC, COMMUNICATIONS AND STORM DRAINAGE. STABILIZE DISTURBED
SURFACE AREAS WITH TEMPORARY SEEDING.
10.INSTALL DROP INLET PROTECTION PRIOR TO ALLOWING RUNOFF TO ENTER NEW
DRAINAGE STRUCTURES.
11. AFTER BUILDING ENCLOSURE IS COMPLETED, FINALIZE SITE GRADING AND INSTALL
CONCRETE WALKS, CURBS, GUTTERS AND PADS.
12.STABILIZE ENTIRE SITE BY APPLYING PERMANENT SEEDING INCLUDING MULCH.
13.MAINTAIN DROP INLET PROTECTION AND SEDIMENT FENCING UNTIL VEGETATION HAS
BEEN ESTABLISHED.
14.ONCE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FENCING AND DROP INLET
PROTECTION. DRESS AREAS DISTURBED BY REMOVAL OF E&S MEASURES AND
APPLY PERMANENT SEEDING AS REQUIRED FOR ESTABLISHMENT OF VEGETATION.
15.ONCE ALL MAJOR CONSTRUCTION ACTIVITIES ARE COMPLETED, REMOVE THE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCES)/EXIT(S), REGRADE AND COMPACT
BASE COURSE MATERIAL AND INSTALL FINAL PAVEMENT.
16. AFTER SITE HAS BEEN COMPLETELY STABILIZED, DRAIN THE TEMPORARY SEDIMENT
BASIN, REMOVE ACCUMULATED SEDIMENT, REGRADE BASIN TO RE-ESTABLISH FINAL
GRADES, ELEVATIONS AND SLOPES OF PERMANENT WET DETENTION BASIN AND
APPLY PERMANENT SEEDING TO ALL DISTRUBED AREAS ABOVE NORMAL WATER
ELEVATION IN THE POND.
B. BUILDING DEMOLITION SITES:
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND SEDIMENT FENCE
AT LOCATIONS INDICATED FOR EACH DEMOLITION SITE.
2. DEMOLISH EXISTING BUILDINGS AND RELATED ITEMS AS INDICATED ON DEMOLITION
PLANS.
3. REGRADE DISTURBED AREA TO PROVIDE POSITIVE DRAINAGE TO EXISTING SWALES
OR OTHER DRAINAGE FEATURES.
4. APPLY PERMANENT SEEDING TO DISTRUBED AREAS.
5.REMOVE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, REGRADE AREA
DISTURBED BY REMOVAL AND APPLY PERMANENT SEEDING.
6. REMOVE SEDIMENT FENCE ONLY AFTER DISTRUBED AREA HAS BEEN STABILIZED BY
ESTABLISHMENT OF VEGETATION.
7.DRESS AREAS DISTRUBED BY REMOVAL OF SEDIMENT FENCE AND APPLY
PERMANENT SEEDING AS REQUIRED FOR ESTABLISHMENT OF VEGETATION.
a
I
EROSION AND SEDIMENT CONTROL LEGEND
6.06 TEMP. GRAVEL CONSTRUCTION ENTRANCE/EXIT
6.11 PERMANENT SEEDING O
6.30 GRASS -LINED CHANNELS 8) GL E)
0
6.51 TEMP. FABRIC DROP INLET PROTECTION
0
6.52 TEMP. BLOCK & GRAVEL CURB INLET PROTECTION ' •
TEMP. GRAVEL & WIRE MESH INLET PROTECTION ■ ■ •
6.61 SEDIMENT BASIN
6.62 SEDIMENT FENCE
6.83 CHECK DAM
NOTE:
SEDIMENT BASIN SHALL BE CONSTRUCTED TO THE SAME LINES,
ELEVATIONS AND DETAILS AS THE WET DETENTION BASIN SHOWN
ON SHEET C-503 EXCEPT THE BOTTOM OF THE FOREBAY AND
MAIN POND SHALL BE AT ELEVATION = 7.00 FEET.
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MAXIMO NO.
STA. PROJ. N0. r�
WORK ORDER NO.
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NAVFAC DRAWING NO. Al
SHEET OF
C-504
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1'-6" MIN
GRAVEL (12" MIN DEPTH)
RUNOFF WATER
WITH SEDIMENT
a
III I I II III WIRE MESH
SEDIMENT FILTERED
C WATER
* GRAVEL SHALL BE #3, #357 OR #5 COARSE AGGRETGATE
TEMPORARY GRAVEL AND WIRE MESH • -
INLET PROTECTION (6.52) • • �+2
SCALE: N.T.S CS106 C
70'-0"
EXISTING
PAVEMENT
EXISTING 6 3 -0
GROUND
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TEMPORARY GRAVEL CONSTRUCTION
=4 KA n
NCE .06
ENTRANCE/EXIT EXIT 6/ ( )
SCALE: N.T.S CD103, CD104, CD106,
CG103, CG104
COMPACTED DIKE TO PREVENT
BY-PASS FLOW, 6" HIGHER
Cc
2" X 4" WOOD FRAME
STAKE
NOTE:
AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR ETHYLENE YARN
- EXTRA STRENGTH (501b/1 INCH MINIMUM) - THAT CONTAINS ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY POROUS TO PROVIDE
ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE USED FOR
SHORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
TEMPORARY FABRIC DROP INLET PROTECTION (6.51)
SCALE: N.T.S
1. SET POSTS AND EXCAVATE A 4"X4"
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
sir---
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STEEL OR WOOD /
POST -IMBED 900
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
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SCALE: N.T.S
4"
DETAIL A
2. STAPLE WIRE FENCING TO
THE POSTS.
MESH SPACING
317 GAUGE MINA 6" MAX.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER
FABRIC
WIRE
CD103, CD104, CD106,
CG107, CG103, CG104
FINISHED
GRADE
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SEDIMENT p�lERF WATER
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WIRE SCREEN 2"x 4" WOOD STUD CURB INLET
TEMPORARY BLOCK AND GRAVEL
CURB INLET PROTECTION (6.52) • •
SCALE: N.T.S CG104 C5
CLASS 1 OR B EROSION
CONTROL STONE
2:1
FILTER FABRIC
CHECK DAM (6.83)
SCALE: N.T.S
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FIRE HYDRANT - PAINT AS DIRECTED BY THE
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PUMPER CONNECTION 18" (MAX.) FINISHED
SHALL FACE ROAD F GRADE / ti8
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FIRE HYDRANT
SCALE: N.T.S
SURCHARGE FOR
SETTLEMENT —
PIPE DIA.
(O.D.)
6" (MIN.)
PIPE BEDDIN
SCALE: N.T.S
0
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G
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FINAL
BACKFILL
1 INITIAL
BACKFILL
NOTE:
ALL BEARING SURFACES SHALL BE
CARRIED TO UNDISTURBED SOIL.
THRUST BLOCK
SCALE: N.T.S
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PAVEMENT
PIPE SIZE
A
06" TO
014"
8"
016 TO
021"
10"
024" TO
030"
12"
032 TO
042"
15"
042" OR
LARGER
18"
O.D./2 - ADDITIONAL PIPE
BEDDING FOR PVC PIPE
PIPE BEDDING
TAPPING SLEEVE AN
SCALE: N.T.S
CAST IRON ROUND
HEAD BOX
WATERLINE
SIZE VARIES
MECHANICAL JOINT
TAPPING VALVE
D VALVE
Culo1 C3
FINISHED
15 I GRADE -
CONCRETE COLLAR
(IN UNPAVED AREAS)
ROD AND GUIDE RING
CAST IRON VALVE BOX -�
GATE VALVE -
" G
WATER MAIN " "
NOTE: PROVIDE 1/2" P.E.J. AROUND ALL VALVE BOXES SET
IN CONCRETE PAVEMENT INSTEAD OF CONCRETE
COLLAR.
VALVE WITH VALVE BOX
SCALE: N.T.S
Culo, 133
12" & LARGER PIPES
10" & SMALLER PIPES
SECTION X - X PLAN AND ELEVATION
BENDS AND TEES PLUGS AND CAPS
PIPE
45' BENDS
22 1/2' BENDS
11 1/4' BENDS
TEE
SIZE
A
B
A
B
A
B
A
B
4"
16"
10"
9"
ion
6"
8"
10"
12"
6"
20"
13"
11"
13"
7"
10"
17"
21"
8"
28"
17"
15"
17"
10"
13"
23"
28"
Culo, A3
D' 4
SERVICE LINE
CORPORATION STOP
\--C-O��ENECK
(AS REQUIRED)
WATER MAIN
SERVICE SADDLE
WATER SERVICE CONNECTION
SCALE: N.T.S
OPEI
FINISHED GRADE
SERVICE TO BUILDING
VALVE W/ VALVE BOX r133
CU101 C2
iT - FINISH PAINT
5 CHICORY
HED GRADE
-\\-6" WATER MAIN �-TO BUILDING
NOTE:
POST INDICATOR VALVE SHALL BE PROVIDED WITH A TAMPER SWITCH.
POST INDICATOR VALVE A4
SCALE: N.T.S
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SCALE: NTS
2'-0" SQ. x 4"THICK
CONCRETE COLLAR -
4" RISER
ELEVATION
SANITARY CLEANOUT
SCALE: NTS
/-1
SANITARY COLLE
PLUG END OF LINt.
SQUARE FOOTING MAY
BE USED IF DESIRED
SLOPE-1V:12H
MODIFY OPEN GUTTER TO
SUIT PIPE LOCATIONS
>_5 GROUT
'OR SANITARY M.H. PROVIDE 13 THICK
'ARGETING ON BRICK CONSTRUCTION
3" BRICK OR CONCRETE
IiIANHOLE STEPS, VDOT STD. ST-1
4T 16" MAX ON CENTER
BUILD MANHOLE OVER EXIST. OWWO LINE
AND REMOVE TOP HALF OF PIPE WITHIN
STRUCTURE.
INVERT ELEV OF MANHOLE IS INVERT
ELEV OF OUTLET
BRICK OR CONCRETE
12" MIN
#13 AT 12" ON CENTER
EACH WAY, 3" MIN CLEAR
CONCRETE FOOTING
B2
CU102
4" REMOVABLE THREADED PLUG
FINISHED GRADE
TO BUILDING CONNECTION
Y 1\IJLI\
SECTION - PLAN VIEW
cu101 A2
SLOPE: 1" PER FOOT
A2 1 FRAME AND COVER
TOP OF PAVEMENT
1" GROUT
4'-0" DIA. FOR DEPTH 5'-0'
AND GREATER TO INVERT
3'-0" DIA. FOR DEPTHS
UNDER 5"-0" TO INVERT
CROWN OF INLET AND
OUTLET PIPES TO BE
AT SAME ELEVATION —
TOP OF BENCH
AT CROWN OF —
PIPES I
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BENCH
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BENCH
PLAN
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CONCRETE -
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v
CONCRETE
FOOTING —
SECTION
STANDARD SANITARY MANHOLE
SCALE: NTS
MODIFY OPEN GUTTER TO
SUIT PIPE LOCATIONS
SQUARE FOOTING MAY BE
USED IF DESIRED
MANHOLE STEP, VDOT STD. ST-1
8" CONCRETE WALLS TO BE
12" THICK FOR PORTION
BELOW 12'-0" DEPTH
ROUNDED ENTRANCE
INV. ELEV. OF M.H. IS
INV. ELEV. OF OUTLET
FLOW �-
J� �
#4 0 12" O.C., E.W.
3" MIN. CLEAR
-- B4
Cul
IDENTIFICATION TO BE CAST
IN CIRCLE AT CENTER OF
COVER
HALF PLAN - TOP OF
COVER
HALF PLAN - BOTTOM
OF COVER
NOTE:
PROVIDE 1/2" P.E.J. AROUND
ALL FRAMES SET IN CONCRETE
PAVEMENT.
PLAN - FRAME
24" -�
I ,
4"I 24 1/2" 4"
I
SECTION - FRAME
HEAVY DUTY FRAME AND COVER - TRAFFIC AREA
SANITARY MANHOLE FRAME AND COVER
SCALE: NTS
+
PLAN - COVER
23 15/16"0
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PART D
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297' - 4"
POW ED
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CHAIRS
POWERED TABLES
LAM TABLES
106' - 0"
BUTCHER
BLOCK. TABLES
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I PART E
NEW WORK NOTES:
1. EQUPIMENT SCREEN WALL
2. MECHANICAL EQUPIMENT
3. ELECTRICAL EQUPIMENT
4. REAR STUDENT DROP-OFF CANOPY
5. FRONT ENTRY CANOPY
GRAPHIC SCALE:
COMPOSITE FIRST FLOOR PLAN - m
W 0' 8' 16 32'
SCALE: 1/16" = 1'-0" PLAN 1/16" =1'-0"
NORTH
1 2 3 4 5
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WORKORDERNO. 68002
CONSTR. COMB. NO.
N40086-08-C-1415
NAN=AC DRAWING NO.
1
SHEET OF XXX
A-110
DRAWFORM PENSION: 01 MAY 2"
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