SW6120204_APPROVED PLANS_20120323

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
_&
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

1
2
3
El
5
IN
C
N
i
AO 0
U
U
0
a
LOCATION MAP
SCALE
CIVIL ABBREVIATIONS
BTTM BOTTOM
BM BENCHMARK
BMP EROSION CONTROL BEST MANAGEMENT PRACTICES
BW BOTH WAYS
CB CATCH BASIN
CI CAST IRON
CGP NPDES CONSTRUCTION GI-NERAL PERMIT SCR 100000
CL CENTERLINE
CMP CORRUGATED METAL PIPE.
CO CLEANOUT
CONC CONCRETE
CPV CAR POOL / VAN POOL
CY CUBIC YARDS
DCVA DOUBLE CHECK VALVE ASSEMBLY
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
IDS DOWNSPOUT
EL ELEVATION
EXST EXISTING
EW EACH WAY
FEV FUEL EFFICIENT VEHICLE
FIFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FIN FINISHED
FM FORCE MAIN
GI GRATE INLET
HDPE HIGH DENSITY POLYETHYLENE
IAW IN ACCORDANCE WITH
IE INVERT ELEVATION
JB JUNCTION BOX
LF LINEAR FEET
LP LIGHT POLE
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
N01 NOTICE OF INTENT
NOT NOTICE OF TERMINATION
NTS NOT TO SCALE
ONUS OLD NORTH UTILITY SERVICES, INC.
OC ON CENTER
ODSA OPERATOR OF DAY TO DAY SITE ACTIVITIES
ONUS OLD NORTH UTILITY SERVICE
PC POINT OF CURVATURE
PP POWER POLE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
RAID RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
READ REQUIRED
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
R/W RIGHT OF WAY
SABC STABILIZED AGGREGATE BASE COURSE
SF SQUARE FEET
SSMH SANITARY SEWER MANHOLE
SWPPP STORM WATER POLLUTION PREVENTION PLAN
S SEWER
SB SILT BARRIER
SD STORM DRAINAGE CA
SS SANITARY SEWER SERVICE ;;'�'� o��:tfo4�j':
STA STATION
SUS SANDHILLS UTILITY SERVICE
TBM TEMPORARY BENCH MARK = SEAL22331
-
TC TOP OF CURB - I I� --�c
TG TOP OF GUTTER
TIP TOP OF PAVEMENT
TYP TYPICAL
VC VITRIFIED CLAY
W WATER
Hr/ WITH SIGNATURE
WS WATER SERVICE
wV WATER VALVE
CHRISTOPHER B. COOK
PRINTED NAME
PROJECT ENGINEER
SOF ADMIN COMPANY OPERATIONS FACILTY
FORT BRAGG, NORTH CAROLINA
GENERAL NOTES
1. ALL CONTRACTORS/SUPCONTRACTORS/PERSONS THAT WILL BE ENGAGED IS LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION
CONTROL AND STORM WATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS.
2. TOPOGRAPHIC AND BOUNDARY INFORMATION BY ADC ENGINEERING, INC. OCCURRED FROM 11 /1 /2011 TO 11 /4/2011 AND 11 /7/2011.
3. ALL ELEVATIONS REFER TO NAVD 88 DATUM.
4. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABI..E INFORMATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE
SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY AND TAKE APPROPRIATE
MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW
UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK OPERATIONS.
6. THE CONTRACTOR SHALL PLACE 4" OF TOPSOIL IN ALL DISTURBED AREAS NOT TO BE PAVED. THE CONTRACTOR SHALL ALSO PROVIDE
TEMPORARY AND PERMANENT SEEDING IN ALL AREAS INSIDE OR OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE DISTURBED BY THE
CONTRACTOR'S OPERATIONS.
7. CONTRACTOR SHALL GRADE ALL AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO I71NAL APPROVAL.
8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
9. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SANDHILL UTILITY SERVICES, LLC, OLD NORTH
UTILTY SERVICE (ONUS), NEC, AND FORT BRAGG DPW. WHERE ANY DISCREPANCIES EXIST BETWEEN THESE DOCUMENTS AND AGENCY
REQUIREMENTS, THE REQUIREMENTS OF THE PROVIDING AGENCY SHALL BE ADHERED TO.
10. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE NO CONTROL OVER NOR RESPONSIBILITY
FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK.
11. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY
OF THE CONTRACTOR, WHO IS ALSO RESPONSIBI-E FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY
REGULATORY AGENCY.
12. IT IS THE CONTRACTORS RESPONSIBILITY FOR DESIGN, ADEQUACY AND IMPLEMENTATION OF ALL DEWATERING. ALL DEWATERING ACTIVITIES
SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN.
13. CONTRACTOR SHALL CONTACT N.C. ONE CALL SERVICE (1---800--632-4949) AND DPW FACILITIES MAINTENANCE DIVISION
(1-910-396-0321) PRIOR TO ANY WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL UTILITIES. CONTACT
THE CONTRACTING OFFICER IN THE EVENT THAT UTILITIES CONFLICT WITH NEW FACILITIES.
14. ACCORDING TO THE INFORMATION PROVIDED BY USACE, THERE ARE NO WETLANDS WITHIN THE LIMITS OF THIS PROJECT,
TRAFFIC CONTROL NOTES
1. CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION WITH FT BRAGG DPW FOR WORK WITHIN THE EXISTING ROADWAY, INCLUDING
BUT NOT LIMITED TO PREPARATION OF AND OBTAINING APPROVAL OF ALL NECESSARY TRAFFIC CONTROL PLANS AS WELL AS PLANNING
AND EXECUTION OF ALL NECESSARY COORDINATION MEETINGS. CONTRACTOR SHALL ALSO ENSURE ALL TRAFFIC CONTROL AND ROAD
CLOSURES ARE COORDINATED IN ADVANCE WITH POST SECURITY AND THE FIRE DEPARTMENT.
2. CONTRACTOR SHALL MAINTAIN NCDOT SITE VISIBILITY TRIANGLES AT ALL ACCESS POINTS FOR THE DURATION OF CONSTRUCTION.
3. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION.
SEDIMENT AND EROSION CONTROL
SHALL BE STRICTLY ENFORCED
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED AND APPROVED BY ME AND THAT AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF NORTH CAROLINA.
SIGNATURE
PRINTED NAME
PROJECT MANAGER
DESIGN CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN
ACCORDANCE WITH THE 2009 STANDARDS AND SPECIFICATIONS FOR
SOIL EROSION AND SEDIMENT CONTROL OR CURRENT REVISIONS ,""""f.,
THEREOF, AND DEPARTMENT OF THE ENVIRONMENT STORMWATER,,`';"k CARp�''-;
MANAGEMENT REGULATIONS.
SD 1
3 Z 01 f 2 012
DATE DESIGNER'S SIGNATURE
INC REGISTRATION No. CHRISTOPHER B. COOK
022331 P.E PRINTED NAME
SIGNATURE
PRINTED NAME
USACE REVIEWER
SIGNATURE
NORTHERN TRAINING AREA
AND THE OVERHILLS AREA.
• r •
HAUL ROUTE
MAJOR ROADS
STREETS
++ H4
RAILROADS
-----
INSTALLATION BOUNDARIES
®
INTERSTATE ROUTE
o
U. S. ROUTE
87
STATE ROUTE
LAKES
PRINTED NAME
LIST OF DRAWINGS
SHEET
TITLE
ISSUED
REVISED
C001
CIVIL LEGEND, ABBREVIATIONS & NOTES
317/2012
C100
EXISTING SITE & DEMOLITION PLAN
3/7/2012
1
C200
SITE PLAN
31712012
1
C300
GRADING & DRAINAGE PLAN
3/7/2012
C310
STORM DRAINAGE PROFILES
317/2012
C311
STORM DRAINAGE PROFILES
3/7/2012
C400
SITE UTILITIES PLAN
3/7/2012
C620
CIVIL DETAILS - PAVEMENT
3/7/2012
C621
CIVIL DETAILS - SIGNAGEI MARKINGS
31712012
C622
CIVIL DETAILS - SITE STRUCTURES
3/7/2012
C630
CIVIL DETAILS - STORM DRAINAGE
3/7/2012
C631
CIVIL DETAILS - STORM DRAINAGE
3/7/2012
C700
INITIAL EROSION CONTROL PLAN
3/7/2012
C710
INTERMEDIATE AND FINAL EROSION CONTROL PLAN
3/7/2012
C720
CIVIL DETAILS - EROSION CONTROL
3/7/2012
C721
CIVIL DETAILS - EROSION CONTROL
3/7/2012
C722
CIVIL DETAILS - EROSION CONTROL
3/7/2012
C730
SW PPP 1 EROSION CONTROL NOTES
3/7/2012
C731
SW PPP 1 EROSION CONTROL NOTES
31712012
ENVIRONMENTAL COMPLIANCE
Xppro,-Fed $:omiwa*:�'4r Parmit L-�acuaWntc
ssonstructior it accordan ? witi- ;Wiese docunwr* R;
requited by ine stormwaler permit North Carodirw
rules require that the st,rmwa>> lvste,A donew
tnupect during construr'.im certify conform ww, jF
plant And spe'..;; *srn' Certify mWitance with its
.aamiwater rules. ! 15A NCAC 2H .10Q8(I))
Permit #. S✓ 6 Z D z- G4-t Gate 3 Z
!'V...._ ..0 . 11G .,t510t5 of ` ',I9i•:
`Tote
SIGNATURE
PRINTED NAME
WATER MANAGEMENT BRANCH
CORRECTED FINAL SITE/STRUCTURAL 07 MAR 2012
c
SIX =
SEAL
"—TUT�c
�a"'L
N N
0
r
z
W
O
z U
O p z
F
U a
Z
0 U
W
Z a w
O
U �
o 5;
w
a ac
W
co o
W U]
0
0
N �
0 ;t, ar
zU) ioo 0
< ZOX ZQ WZ
10
af
r- z � z �
U= H-= Z
Lw
3V Z' Wr-
a UEw
Wo
m �a 12z
nlu 02 zz
UU y ao LuLL
�J
m Q co -j a: U-
0 w Q
uj
U'
L L �'
Za
W Z o ° d� LLI p
U) '� m N Z
ao 0< r00. a a¢ w<
U)
m
w
� U
0 o
w co
LLi Q 2
OZO w
U) V) r 1-
af Z 30 0o
0 0 p OZ'
0 Z >w ¢Na
w CL
Y1 C7 JNU
a
�
w
J
U
a
O
Z
LL
U)
06
Z
0
U
Z
1--
0
O
w
O
Q
ELQ
0
co
°
Q
W
00
CIDz
o
Z
z
w
Z
o
a
CO
w
J
LL.
J_
0
U
SHEET
IDENTIFICATION
cool

L
2 3
---- - - -.- uT- - in� �o � ;� J
-- �r._.a u�T'y Q �C�C3�t3D;fl60� o,"t �� ,� �20 O Q�� ,\
1
-'- 7 Ol"HOLLY O�^ LY �Q�'..�
C LL i H L-... . -
G71�"Q Y, _..,.. _0.1."HOLLY,Q 11 FH _ .._ .
24 8; cy - ... c� SSMH 7
- RIM: 258.25
IE A:249.96 I � �-
- mow- -I� - - wB w. w - -w'IE 13:249.99 - - - I
N: 499237.71 - w I
CURB INLET I I --�- PSYORS ROAD IE C:249.63 70
E. 2002738.Q4 I I �
HOODED 9 _ I I ELEV: 261.62 36" RCP
RIM: 262.02 -� / s - - s - - - s - - -
WEIR:261,42 - - - - - _-i
LY
- UT -_ - - v -."uT Y UT - UT �' - UT - - UT.
LE. B: 253 42, - - - UT - - - - - - - - - _- {"
LARGE SATELLITE DISH
LARGE SATELLITE DISH AN TEN N A '
1/
ANTENNA—'
1 STORY BRICK
FFE='264.1 17-
11 6 4
�N.T�NNA -
ALL SATELLITE DISH , 11
El
END UNKNOWN A C
ma's - -'=s - - - / .
7 i
S5MN B ~--
r
10,
k7 , SSMH " 10
RIM: 257 07 --'"
255--
IE...A 251 34 '
- IE_ A 24 s
-- I
�P RY ' "IE B: 257.98 I E B 24 53 y✓ 4 . _
IE C:251,22 " -
%"P XE - -~
Y IF C 24:
ARP v - i
ERRY
--
r i
P � ... x-.
i
o XE4- �o�x£ 14 LE. A - a6.65
�, P XE I.E. [3:!/F40) \TYP y
\ \,
xE
1
�oT7"P xE XE. 2
' 50 ��
13 TYP
5'P XE
-- -250
,
0�
-------_---25D-__---- f i
zso
i
_ /
yip y,
l
/ f'P xE moo. P XE _ ._ _._ / \ 11 y /.,
-_o-12-P Z
/ �PI?-XE �oPP XE O r/ /
,
3 _
P \\ /\P xE
4
i O'7 will i
�V �8\�v! 3824 �I` rp 499
07� P
Q ELEV: 257: p --- a
\ I
�WV u5 P _ r
- w - z „P _
I _
I / f a ,
s„ p z
P,P 4
C: --
,, 2.'P Of'P
CURB INLET ~ \�
HOODED 8
RIM:258.48 xE c I
WEIR: 257.90
t.E. A:252.20 To I
LE. B:252.50 3"F Xr, I x
------ I.E. C: 252.23 r3 P
°
AP
I
% A - I`/�� F I I
EL
_ c
� I
to,
c
c
-�,\Ix
XF
P /\
°
\' o -I
\ XE �I�P \\P I I
�y x
, F� 01
\ \ I I
xF � I
4,Rrs
op D��� \\P T., �',.P
/ AREA/�IITHIN PR( J2 of��21P
LIMITS BUT NOT WITHIN °"�P 7
DISTURBED A
PI x-LP I i
�.-7"
4
AREA WITHIN PROJECT
` �\ LIMITS BUT NOT WITHIN
DISTURBED AREA
P \ �I\ P I
�..R I l
�P 4I
P Is,P III
3"P
4REA WITHIN PROJECT
LIMITS BUT NOT WITHIN I
DISTURBED AREA
SSMH 30 �-
,. EIMA239,70
I_
/ 9 / �_ 1 IE B: 239.25 A
12 PVC - - 12- PVC - - - - s 0" VCP %P 4 ` IE C: 239.Q5
- - S �� S 5 -S -S -S 5 -S
2
qs - - - - - - - - - - - - - - - - - - - - - -
M 2r`L ss H 4 _
RIM: 250.52 �h"P .�. ..^ P N c I I ��� / / � P '` PRl
�- 0 , 0 C L_T13 {I / _
�}P xE r• R,Ip, 246.93P
IE A: �'40.65* ���, 1Z� I , � ��
hF;P• 245.69 SSMH 4 I I I t <s- �J
o ` 5-----'- -- IE E'J: 242.15* RIM, 247.16 cn_-i
2c^ *
I_ IE A• 2.57 66 � y
IE 8:237.91 I -I Iw
�z4s IE C:237.71 ° y \ 3'r
IE s a� -
L -� J CURB INLET
D:2 .64 �o EAD a
II HOODED 26
10 I 7 / j - RCP�N T 5 P RIM:243.15
Y
RIM: 243.72'-
3"P DROP INLET 2` WEIR: 242.47
DROP INLET 16' - _ I WEIR:242.40 �\ i
RIM: 242.89 -
RIM:243.42 I I 1
_ n�x: E 5G* - WEIR: I. A.237. 2_
` DROP INLET 20 I I I I • 240.
/i\ \ x� \ BM POTTON SPINDL ` / �; IE 0.83 3
RIM: `,._. * I % 8 _ I��. :24 * 8:2 7. 2
N. 498884.93 WEIR:241.72 IE IN:239.54 i I I / 0 � l
IE IN: 239.98
�o�xE �� E: 2002786.02 9� P XE': IE:240.57*
* CATCH BASIN DR P NLET 24
/ \
El 243 65 IE OUT: 239.22* RIM:241.79 RIM:243.25
� I � -/ � -
5
GENERAL NOTES:
1. SEE SHEET C001 FOR CIVIL NOTES AND ABBREVIATIONS.
2. PRIOR TO ANY LAND DISTURBING ACTIVITY INSTALL EROSION AND SEDIMENT
CONTROL MEASURES IN ACCORDANCE WITH THE C700 SERIES. ALL
CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN
LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL,
AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED
THROUGHOUT THE DRAWINGS, SPECIFICATIONS, AND PERMITS.
3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE. FIELD LOCATE AND
PROTECT ALL UTILITIES. NOTIFY ENGINEER IF DISCREPANCIES ARE FOUND
AND DOCUMENT ON AS --BUILT DRAWINGS. ASTERISK (*) DENOTES UTILITY
PIPE/STRUCTURES THAT COULD NOT BE VERIFIED IN SURVEY AND ARE
BASED ON SURVEY IN RFP PROVIDED BY 4D SITE SOLUTIONS, INC.
4. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB/WALL.
5. SPOT ELEVATIONS ADJACENT TO CURB ARE TOP OF PAVEMENT a
ELEVATIONS.
KEYNOTES:
1. COORDINATE RELOCATION OF ELECTRICAL SWITCHGEAR WITH SANDHILLS
UTIITY SERVICE (SUS). SEE C400 AND ELECTRICAL DRAWINGS FOR
PROPOSED NEW LOCATIONS.
2. COORDINATE RELOCATION OF GUY WIRE WITH SANDHILLS UTILITY SERVICE,
3. REMOVE ASPHALT ROADWAY IN ITS ENTIRETY. SAWCUT AT LIMITS OF
REMOVAL.
4. REMOVE CURB AND GUTTER INCLUDING CONCRETE DRIVEWAYS. SAWCUT AT
LIMITS OF REMOVAL.
5. REMOVE ASPHALT DITCH IN ITS ENTIRETY TO LIMITS SHOWN. SEE SHEET
C300 FOR NEW STORM DRAINAGE.
6. COORDINATE REMOVAL/ABANDONMENT OF EXISTING SEWER MAIN WITH OLD
NORTH UTILITY SERVICE (ONUS). IF ONUS DOES NOT REMOVE THE PORTION
UNDER THE BUILDING, ONUS SHOULD FILL THAT PORTION OF PIPE WITH
FLOWABLE FILL. SEE SHEET C400 FOR PROPOSED NEW SEWER LOCATION.
7. COORDINATE REMOVAL OF EXISTING MANHOLE WITH ONUS.
8. REMOVE STORM DRAINAGE LINE TO LIMITS SHOWN. SEE SHEET C300 FOR
NEW STORM DRAINAGE SYSTEM.
9. REMOVE STORM DRAINAGE CATCH BASIN IN ITS ENTIRETY.
10. COORDINATE REMOVAL/ABANDONMENT OF WATER MAIN AND
APPURTENANCES WITH ONUS, SEE SHEET C400 FOR PROPOSED NEW WATER
SYSTEM LOCATION.
11. COORDINATE REMOVAL/ABANDONMENT OF EXST UNDERGROUND ELECTRIC
WITH SUS. SE
E EE C400 AND ELECTRICAL DRAWINGS FOR PROPOSED NEW
LOCATIONS.
12. RELOCATE TELECOM AS NECESSARY TO FACILITATE CONSTRUCTION OF
STORM WATER MANAGEMENT AREA. SEE SHEET C400 AND ELECTRICAL
DRAWINGS FOR PROPOSED NEW LOCATION.
13. CLEAN AND GRUB TREE STUB IN ITS ENTIRETY AND REMOVE TREE.
GOVERNMENT MAY DEEM SOME TIMBER SALEABLE AND REMOVE PRIOR TO
CONTRACTOR CLEARING OPERATION.
14. CLEAR, GRUB, AND STRIP TOPSOIL UNDER AND BEYOND THE LIMITS OF ALL
NEW STRUCTURES AND PAVEMENTS AND AREAS TO BE GRADED.
4 15. PLUG DOi NSTREAM STORM PIPE/STRUCTURE TO BE ABANDONED.
16. COORI7l LOWERING OF EXISTING WATER LINE WITH ONUS.
17. CONTRACTOR SHALL PROTECT SATELLITE DISHES AND WILL NOT DISTURB
ANY TRANSMISSION LINES ASSOCIATED WITH DISHES IN THIS AREA.
EXISTING SITE DEMOLITION LEGEND
WATER LINE W/ VALVE = W
SANITARY SEWER PIPE - s T SANITARY SEWER SERVICE _SS_
WATER SERVICE
w - - w - - I.E.: 240.20 - w-ULIl242.23w - w
E2399� - - - 141 , �. ..^ STORM DRAIN
�w~
-- - _
w -w- - -, w- w. - - w w ` -w =- -- v} RCp
�-
- - J EXISTING TREE
-
PH
_ .. .__ J _. SIZ
- 16 9 \ /
6'
-- � -�-��•j/ " _ � INLET 27
*. 0-
6" RCP `� I. l� // RIM:243.24
3 SON TAY ROAD I 14 RCP -•- i �Q /// / WEIR:(VARIES) 241,62-241.81
• I 1 3 / / /. I: LE. A:236.29 TREE TO BE DEMOLISHED X SIZEi aFE
15.- 3 i pro LE. B: 237.71
i E. C. 236.34
RCP, / / // POWER POLE OPP
DROP INLET 19 ; _ � - - T 4 / ///
RIM: 242.62
-' H7G41 WEIR: 24"1.33 I� , � '� DROP IN, 18
/
G_ .��.... RIM:242.38
INVERTS INACCESSIBLE
- - - - ur - -' - ur - - - - ur - - UT - ur - - r - - - r - - - ur - - - ur - - - - uT - - - - ur - -�7 � Z{ WEIR: 240.98 Tj /
- - - - - url t Ur - - - . LIT 1* MH7G42
DROP INLET 1 J -- E: 38 /
..� RV : 242.77 I I� - - LIT / "/
CATCH BASIN 45 W IF�:241.11 o P � � � CURB INLET
RIM: 240.41, ' I • 237.66* I ., I +_ - `�� / T UT
.. D '8
i
Q /,� HOODS
' I.E.: FULL OF DEBRIS: x - - - x - I -� y �� // / / RIM: 242.67
I1,E. El� 3 17
Lam- �\ I / _I:E. B:23. 12
--- -_- ---- --- I �� /' _
'F x- x= x x- x- x� �I I I�� 8 -�- .p _ r �! _1 _ zns- -
IA l TYP
-I I 12 //✓/;/I
- - d • / r,
d � 7"
-- - - - SDMH 48
RIM: 240,99
.E. A:236.39 I " -/ / ; - .
I.E. B:236.34
I.E. C:237.19
BURIED BOX IN AREA 1J / / / i I
CATCH BASIN 44
RIM:241,87
I.E.: 238.81
15" HDP#-" PRIB H 43
C �Q 11
! A: 238.87
Irn a: 237 98
1
1 m:
1�
1
BUILDING H-1617
1 STORY METAL
FFE=242.3
SDMH 46
RIM: 241.88
E. h:2 5.13
S 'ILDING H-1725
0 P
/�
I I
`
///
E. 8:2 4.73
1 STORY METAL
F, o 1
FFE=248.9
x1pIP
T b '
/
--�-----
�'
-�
--- I � w
- - / - 4 - _ - - -
- - w - � � _r' - w - -- w - - w - - w - - w
SANITARY MANHOLE
0
SEWER CLEANOUT
o00
CATCH BASIN
lu cB
FIRE HYDRANT
_6
TRANSFORMER
1E
CONTOUR
__-- 24 ----
SPOT ELEVATION
ITEMS TO BE DEMOLISHED
FENCE
POWER LINE (OVERHEAD)
POWER LINE (UNDERGROUND)
TELEPHONE LINE (OVERHEAD)
TELEPHONE LINE (UNDERGROUND)
GAS LINE
LIMITS OF CONSTRUCTION/
LIMITS OF DISTURBANCE
HORIZONTAL SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
X23.45
- X --
- P -
-UP--
-- T --
--UT--
--G--
120
CORRECTED FINAL SITE/STRUCTURAL 07 MAR 2012
SEAL
0-
a
a
N
N
p
w
a
¢
o
l
Co
z
w
z
O
0
z
0
a
a
z
w
u)
Z
Q
d
w
V
0
oN
LLLLj
w
o
J
�
Q
Y
J_LLL
a
0
ON
CD
U Lr)
z CD
Co
0
n,
ZX
O o
O
0
aoLu
Ua
m�
D ILL
U=
1-=
ZW
a
p
U°f
tn�
Q�
V
-�uj
Lu
w o
Uy
U
L
UU
Y
r,
aa.
Z Z
ww
m
om
_j_j
w LL
w
w
w
U
2
U] y
Z
o�
0.o
L
CoN
� O
p0
pQ
5
wQ
0-
Z
[nQ
U)
w
Z U
Z �U
Z
CO ~ M
CJ J
N
0 0
Q
a-
�o sZ
Cr (D
Jo Ko
OZ
}Z J
n�.a
s�
QN of
mug=
N
LL
-0 JNcis
Q
r
�
�irrE
U
Q
LL
i L
(1'
O
z
O
U
z
0
z
O
U
(D
Co
00 LL
00
In
OJ
w
❑
F=-
�
�
Z
z
❑
Q
0
U)
X
SHEET
IDENTIFICATION
C100

u
10
2 3 4
0 000 0 00 00 00 0 00 0000 �� 0 0 0 ( 0 / \/ ,P /�„�� o AREA WITHIN PROJECT
I� 00 0 0 �o 00o I BM 5824 iy�°y�P/\�
01"HOLLY 01"HOLLv Qj00.II.C�C2�.Q0 0i "Q}s}v 1°'0 n ��. /n ^O O LIMITS BUT NOT WITHIN
�✓ LLY 0 7 „"V �`�' -_.�. 499290.95�o p ��' DISTURBED AREA
r O1"HOLLY 01"HOLLY 1FF 01"HOLLY W�1"HOLE 0 -
}- ® ��P� . �„P cv/ �p ELEV: 257.27
a 0- 0-
-
- :499293.13
0 BM 5825
N: 499237.71 Q02995.r ®wv177 56i E N, 49931C74
--E: 2002738.04 PSYOPS ROAD
ELEV: 261.62 E.20031
n o 82' STAND
OFF
BIKE RACK
*GW f GW *GW 0GW *GW *GW rGW �GW JB \ / \ Q0
LARGE SATELLITE blSH 6 I �� P •o 2 -
LARGE SATELLITE ©rSH yJ ANTENNA
/ \ Z2_ 71 XE: x
1 STORY BRICK 7 ; r„P
�'xANTENN
"P xE
FF-E=264.1 *GW GW GW GW GW GW GW GW °1� P 111'P I
AN NNA /\ /\ �1p
33' UNOBS�D SPACE ce
x
SMALL SATELLITE FISH ' - •Gw P
• W Cg
B P p _ 11"P s PP rr
1 / LI JB
Eiec
QAIe LI _ i 0 _ O
❑S . o s f
- �FP .. SB D p �yw z'F XE
-P
I° ° \ - x
DB D s LOW CCCUPANC' DS I P\/
/ t I
x:
PRIMARY
y1„P
GA II-IERING To xE �°�P
?
N:
499193.63 (A:499153-32NSB E. 200298961 - . _
o7E 2002799 84 -
10 / Z 3"P Z
�.' FRiaw y xE - N: 499130.38 ��to�� P xEERRY og"P�X<0"PZ E: 2002778.48 C/1 _I °> 7\ _ -
�� 1 z NEW SOF P
�- Q ADMIN/COMPANY Co n P f
/ CJ 0"P O
U
XE XE " OPERATIONS FACILITY m �TP� ��� AHEAD "
i CO o O AREA �11 HIN PRdJ�C Q„ ° P
� ¢ � " LIMITS BUT NOT WITHIN° P \ .-._.--
/ \ xE o � _u I DISTURB b A�E� �,3
�o XEXE
N: 499075.60 D �� 2 P �'
r _I- ��p ,�P,X�y°_P
�p�P z / \� �' E' 2002790 11 ►'� 1 T\ I _,�.. -
/ r 499070.88 /\ TEc'J`J_1��I�� „ 11 I \5'
499063.33
E:200818.96 U - U
Ua
UF: 2003008.73
'xE oboy ITZ,:E2002767.97 IN: 499103.64 psP x=
_
'o
! ITEEJ I I D R i R I CS - AREA WITHIN PROJECT
CJ;I - i i �R R i i_ CJi i_; IIIIiIl a ,CJI I i CJi j _ o�P �"P B
/ ///, , // ❑ --r---+_ + 1 -----,--7---z---�_ R ---�- 07. P ! v� LIMITS BUT NOT WITHIN
/
/ DS
D DISTURBED
� \ � REED AREA
co
.. - ! ! I Z„ _I� I'_1
` b
5' XE
_ .I i' I l ... I �i- I ,, I 1 - f � E -;_ I I -. I � i ■�� , i �
U _
�I -,i . �! `�I �! �I �i ! �I .._ �i �! �! �! ,. -�! � �1 �i �! �! -�! �I �.. 2fl
Cal.;. Ci! U,, - LJ, CJ,, CJL,., t) VI _ U! -rl__ �' U! CJI' 01 01 .L1lj Ul ,C ��.. tJl C3, CD, � A '�' P -f
- 1 -�{ -I--- '---L---1-�-1- - �___ -1 L- /\ Y\ 4
- ;_�---T�--t..-r---'�r- 4 � Q Q U U
--- 10
I ;. 1 � Lei 1 1- - ! ,:. f-�-`=--�---GJ� =- 5--- �=---1----�I I _ - I --- 1-. I �:1 I ,;.I � �;.. - -` _ d� .. J
T _T .--1---;__T'-
---
P E 1, 0',
p �� X�` I� C622
P -
1ITYP.I--CJI_
w LJ LrJ w
/ .
o�P XE o XE 1:. I -4990M.LL L,_ LL_ LL
r CB } T i.,:. 1.38.07 Efl. N:
II
_;1 CJI;.--= I-.n
--..h---�--,-1----+-- r---r- ,-7- -1- . r--,-r---r Y-----I--:--F- -r - -�--- I-- 1----r---r--- S73'018"W E: 2003 52,6
- - --- --
/\ _ I- I I ! I 1 1 I I -r I I .. I I I L:. I+ l E .. ! I f. I I r"
°�T��13 P XE �o-ly P XE .y - i ,_ -1 - I;. _ ,.. ' .„. .;. -. 1 I- I - R.: i
' I I 5 }. i� I I' I I I -' I I c. l r I. E. I I I I '. I <.
DUMPSTER AND _
P / / \xE 1 i I 1 I I I _ o B R CYCLING AREA
y y N: 49898 7.52 JB �_N: 499037.34 D P C622 '/ ENCLOSURE I
! E: 2002785.50
O E: 2003020.27 -
S
/\ T ES F LL_ LL
PP /\ f w w w
T" P X E i :_ _ .- L.
_.... ......., ,. , , ,. , : - - �o C620
I
w w LLJ
y
BM COTTON SPINDL '
N: 498884.93�''
E: 2002786.02
ELEV: 743,65
i
i
F-
AI
V
0
i
E
.'7
/b �o�4.'a r
I✓
S
O s"P xE
- / > > w
�4 jE 1 �
l III
C621 /
BUILDING H-1617
1 STORY METAL
FEE-242.3
r
�0 1
I I
I _ _
I 1-
P I
O I -
_ I
I _ _
-
OPP I x
xhP T
w -
- -
MH7G42
T
0
- -w- - - -w- -
El-
cry.t"
BUILDING H-1725
1 STORY METAL
EEE-248.9
---ww- - - -w- -- - -w- - -- -w- - - -w
5
GENERAL NOTES.-
1. SEE SHEET C001 FOR CIVIL NOTES AND ABBREVIATIONS.
2. PRIOR TO ANY LAND DISTURBING ACTIVITY INSTALL EROSION AND SEDIMENT
CONTROL MEASURES IN ACCORDANCE WITH THE C700 SERIES. ALL
CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN
LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL
AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED
THROUGHOUT THE DRAWINGS, SPECIFICATIONS, AND PERMITS.
3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE. FIELD LOCATE AND
PROTECT ALL UTILITIES. NOTIFY ENGINEER IF DISCREPANCIES ARE FOUND
AND DOCUMENT ON AS -BUILT DRAWINGS. ASTERISK (*) DENOTES UTILITY
PIPE/STRUCTURES THAT COULD NOT BE VERIFIED IN SURVEY AND ARE
BASED ON SURVEY IN RFP PROVIDED BY 4D SITE SOLUTIONS, INC.
4. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB/WALL.
5. SPOT ELEVATIONS ADJACENT TO CURB ARE TOP OF PAVEMENT
ELEVATIONS.
KEYNOTES: 0
1. INSTALL NEW 'FUEL EFFICIENT VEHICLE' AND 'CARPOOL/VANPOOL'
SIGNAGE & STRIPING IAW K/C621.
2. INSTALL NEW STOP SIGN IAW DETAIL F/C621.
3. INSTALL NEW CROSSWALK SIGN WITH AHEAD SIGN IAW DETAIL F/C621.
4. INSTALL NEW CROSSWALK SIGN WITH ARROW SIGN IAW DETAIL F/C621.
5. TAPER CURB TO FLUSH OVER 2 FT HORIZONTAL.
6. SEE STRUCTURAL SHEETS FOR EXTERIOR STAIR DETAILS &
ARCHITECTURAL SHEETS FOR HANDRAILS DETAILS.
CIVIL LEGEND - SITE
HEAVY DUTY ASPHALT PAVEMENT - INSTALL IAW
DETAIL A/C620,
HEAVY DUTY CONCRETE PAVEMENT - INSTALL
IAW DETAIL B/C620.
STANDARD CONCRETE PAVEMENT WALKS - INSTALL IAW
E/C620.
STOP BAR - INSTALL IAW DETAIL H/C621.
CROSSWALK - INSTALL IAW DETAIL J/C621.
ACCESSIBLE PARKING SPACE AND AISLE - INSTALL IAW
DETAIL G/C621.
NEW TRAFFIC
SIGN INSTALL TAW DETAIL A/C621.
C, CONTRACTION (OR DOWELED) JOINT - INSTALL IAW G/C620.
EJ- EXPANSION JOINT - INSTALL IAW G/C620•
TEEj THICKENED EDGE EXPANSION JOINT - INSTALL IAW G/C620.
TE - THICKENED EDGE - INSTALL IAW G/C620.
R REINFORCEMENT - INSTALL IAW B/C620.
* GW GEOTHERMAL WELL - SEE MECHANICAL DRAWINGS
-- CURB AND GUTTER - INSTALL IAW DETAIL D/C620
I I LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE
HORIZONTAL SCALE
30 0 15 30 so
( IN FEET )
1 inch = 30 ft.
120
17
TClCz:lqt
N
N
N
W
X
0r
a
z
w
0
Z
o
U
a
z
a
U
�
d
Z
uj
�LLJ
o
rn
U
0.
w
Q
U
W
)LL
oU5:
w
❑
Ir
w
-4t
LY
Q
0
0
N
�
N
Cab
00
.,V)
It
<
cr,
zY
Zg
!YZ
ti
o
QX
o
�0
�� _
U=
�=
Zof
��
z�
w�
0
Q �
(.5
I��i w
L�jo
¢ N
o
02
z
UU
ao
uj
mJ
LL LL
Z
w
~
o
m
Z Q
>
Ill � o
U)
0 U)
❑
uJ N
W aNi
❑❑
o¢
rj)
a-
N
in¢
ua
z U
Z�U
m
-
LLI Z
EL U)
CD
co
m J N
Z
0 ❑ 0Lu
o z
u(Da
Ci
moo
JO 0ZF-
U) - (n
J
_
Y
Z,
c.a
iLu
QN2
J_
v
uj K mto=
m
it C'1 JNU
_J
U
Q
LL
0)
Z
O
U
Z
LLJ
&CL
0
CL
Z
Co
(3)
LL1
CD
Ill-_
0-~
U)
0
O
LL
U
LL
0
U)
SHEET
DENTIFICATION
C200
CORRECTED FINAL SITE/STRUCTURAL 07 MAR 2012

L0
A0
0
U
E
u
0
0
C
a o
1 2 3
I
r rr
{ L /
:'l
j,y„p.
y W.
8W _. v _ _ -. 8W ; 8W 8W 8W SW --- B V - -- 8'vV _ -
w wv "�
s z 8M. 5825 -
:<. P S RPAD
:. ,
ELEV. 261.62: ,RIM: 257-00
S _ -s' s s- s-
V -
. 261 _ ;,, ..259.22 9.09
�..
-260
5.22 255.09
_ S
xN TE .. 256 5.12
254.99
_- - 255 2 1.62
1 STQRY BRICK ' ANTE _ -
251.48
FFE='264.1 - n
' co. A ' S„ RC 2 251.30
� 1 P c a s, 15" RCP Ce � 251.7o c
�, 25 50
252.00
B c ,; 1 251.50 251.50 AL
B
/ 5
25�� 0 0 12" PVC _ 1.1
_., 6 2
_ ,
2 0
co
N s L W OC PANC 251.98 D
251.98 252.00
- PRIMARY
GATH
ERING
ERING
/ FD CB Al CB Al2
' t RIM: 249.00 RIM: 249.50.E Al2A CB A13
5w6 RIIM: 250.50 RIM. 00
.)2.00)1)1.
250.50
_ J 0 _
2
-
i C /
- 51. 4
N 2
ti
N
CB A 10 c-s o0 CD
/ I
r z _. j
RIM: 248:Q0 N r 251.59 252.00
¢ 25i 190
'! - •
NEW SOF
25
251.98 Q J�AD
251.25 c
.. ^> OPERATIONQMFACILITY
v.
co
...\ Q _
- .43 " � - '
FFE: 252.0
ai 51251.62
_ 2
98
251.
tt 252.00
CB B2 /
25 .50 251.77 DS }
RIM 248 00
25
2'�1.98 252.00 251.90
'DS10
S
' 2.OQ 251.98 __ 251,98
t
CB
cy
Z// DS S DS
fN: RIM:250.50
v
2
51
CB A7
y.: .:.`r..s,..._.. _. �r-:. .-......... .... t_. '._ �.Q'. ... CH q8 _ �r F ._._ .. �,-_ CAB A6
_. ....
_ RIM 0 - RIM 2 ,
r- IN B1B 1 .
249,80
I OUT: 246.10
249.8 '
,
JB
BIA• # • RIM: 249-00
4
a
AREA WITHIN PROJECT
BM 5824
LIMITS BUT NOT WITHIN
N: 499290.95
I
260 - DISTURBED AREA
2002989' ,� `' -
-J
}
FHWJ
a T
5
GENERAL NOTES:
1. SEE SHEET C001 FOR CIVIL NOTES AND ABBREVIATIONS.
2. PRIOR TO ANY LAND DISTURBING ACTIVITY INSTALL EROSION AND SEDIMENT
CONTROL MEASURES IN ACCORDANCE WITH THE C700 SERIES. ALL
CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN
LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL
AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED
THROUGHOUT THE DRAWINGS, SPECIFICATIONS, AND PERMITS.
3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE. FIELD LOCATE AND
PROTECT AL UTILITIES. NOTIFY ENGINEER IF DISCREPANCIES ARE FOUND
AND DOCUMENT ON AS -BUILT DRAWINGS. ASTERISK (*) DENOTES UTILITY
PIPE/STRUCTURES THAT COULD NOT BE VERIFIED IN SURVEY AND ARE
BASED ON SURVEY IN RFP PROVIDED BY 4D SITE SOLUTIONS, INC.
4. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB/WALL.
5. SPOT ELEVATIONS ADJACENT TO CURB ARE TOP OF PAVEMENT
ELEVATION S.
6. WATER AND SEWER TO BE DESIGNED BY ONUS. ALIGNMENT AND
ELEVATIONS SHOWN HEREON ARE PROPOSED. FINAL ONUS PLANS AND
PROFILES NEED TO BE REVIEWED AND COORDINATED, PRIOR TO ANY WORK,
TO ENSURE THAT THERE ARE NO CONFLICTS.
7. SEE DETAIL F/C631 FOR PIPE AND STRUCTURE TABLES.
KEYNOTES: 0
1. INSTALL DOWNSPOUT BOOT IAW DETAIL D/C631.
2. PROTECT EXISTING POWER POLE AND LIGHT POLE FROM ALL
GRADING ACTIVITIES.
CIVIL LEGEND -- GRADING AND DRAINAGE
cD CATCH BASIN - INSTALL IAW DETAIL D/C630.
cs CONTROL STRUCTURE - INSTALL IAW DETAIL B/C631.
El LAWN INLET - INSTALL IAW DETAIL C/C631.
Je JUNCTION BOX - INSTALL IAW DETAIL A/C630.
B HOODED CURB INLET - INSTALL IAW DETAIL E/C631.
STORM DRAINAGE PIPE - INSTALL IAW DETAIL C/C630.
0DS DOWNSPOUT - SEE ARCHITECTURAL PLANS
RCo ROOF DRAINAGE PIPE - PVC
30
�RCO ROOF DRAINAGE CLEANOUT -- INSTALL IAW E/C631
p58 SPLASH BLOCK (PAD) - INSTALL IAW B/C630.
PRECEAST FLARED END SECTION
X 2Q 40 NEW FINISH GRADE SPOT ELEVATION
11 -- NEW FINISH CONTOUR
EXISTING SPOT
EXISTING CONTOUR
DRAINAGE FLOW ARROW
PERMANENT RIP RAP APRON - INSTALL IAW B/C721
LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE
HORIZONTAL SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
CORRECTED FINAL SITE/STRUCTURAL 07 MAR 2012
;3U21
SEAL)
0C
a
a
N_
N
O
N
N
W
h
m
z
W
0
Z
U0
z
O
p
U
�
a_
z
z
0
W
a
W
U
w
O(1)
W
w
d
�
uj
Q
o
ul
4t
W
a
Y
0
0
N
H
b
oLO
co
a
z
z4
o
2
0
�0.
mw
O
¢ O
U=
J
w
�=
zr
Zui
0
:�
w
OM
W�
�
u Lu
w3:
U�
N_
O
N
}�
❑C
WW
L
QM
a h
ZZY
m
�=
J
m
0
U- U-
Z y
m
w
�
a
U gg
ZU3:-:5
mnQ
b
O
NZoo
oa
a
ap�
¢
1n¢
V)
w
w
Z U
Z
wF-Z
°' o
LL Z
m J N
O ❑ p
10 ' 0
Z F-
�� r��
a O (D
�6 <�o
~ Z
O
.a ; 0 0 z f--
Z
ci J
�_
7 � U) U)
aW ¢Nw
IL
u
O w M O
qg
OU JNN C)
Q
>�
J_
U
Q
Z
r1L
V!
O
d
4�
Z
Ill
a{7
p
fL
O
�
ca
h
Ow
�
L
�
Z
1❑i
C?
U
CZ_
C
_Z
❑
❑
Q
V ! T�
ILL
SHEET
IDENTIFICATION
C300

1/26/2012 2;30:51 PM

2
3
0
D
a
V
258
255
252
249
246
243
C
B
240
-0+25 0+00 0+ 0 1+00
STORM ALIGNMENT 3 PROFILE
A0
0
V
u
258
255
252
249
246
243
240
258
255
252
249
246
243
240
U
OU
j ry
a
Lo
C� d
Sri
L
N p
O
T
Qa
0NQQ;
� �"'
zzo
NN
0L6
LnLn
N N
258
255
252
249
246
a 0.96%
243
240
-0+25
0+00
04-50
STORM
ALIGNMENT
4
PF_
FILE
U
APPROXIMATE LOCATfON OF NEW RELOCATEI)
TELECOM. COORDINATE LOCATION AND DEPTH
O
WiTH TELECOM PLANS AND NEC.
o
"t
246
o
246
o
N
U N
1D
O
aE
LL! t17 �
LL
243
---
-�
243
--
II
240
II
-
—
0
-- -
--
�� �
I;I
I
LI
237
......... -
- - --- -
237
34 LE 18"
RCP Q 1.74%
EXST C(,,VM D
CTBANK —
-
234
234
Co
Co
N
N
-0+25
0+00
0+50
STORM
ALIGNMENT 5 PROFILE
0. 0.
U U
246
243
240
237
234
231
246
243
240
237
234
RCP Q 0.29%
231
-0+25 0+00 0+50
STORM ALIGNMENT 6 , PROFILE
CIVIL LEGEND DRAINAGE PROFILES
— - — — EXISTING GRADE
NEW GRADE
HORIZONTAL GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
VERTICAL GRAPHIC SCALE
3 0 1.5 3 6 12
( IN FEET )
1 inch = 3 ft.
,,+,IIIl4Flllllf f/'/'
Coy
_2
SEAL _
22331 =
'•f 1111F11111j1'`
0
O
N
..
N
W
Z°
OX
QQ
Zp
o
�Z
w
o
0
<o
F- I
U �
m w
�-
�=
I
zx
LijU
x
CN
z—
�
JF
O�
w
❑
00�
!iw
w
m
❑T
�ui
❑
ON
ZZ
Y
U
}
J-
a.0
Wua
�
J J
w
w
❑
w
Q
N
ct
Lu
LLI
ZF-
U
o
uZJ Z
LL
a) o O
v
m J N
Z
000
U
cry Z
r � � F-
�OZ
cn z
�p
o 0Yo
EE Z
OU
Z
mi Qz
_j
>- 77
QNJ
Co Lu 0. C�
cc
s coo �N0
era
Q
ZEN
U
1Q-
11
fir
V%
Co
Z
J
O
LL
z
a
V
Co
O
I,—
V
0
Z
Q
O
°
U
�
z
0
❑
Q
U)
LL
O
En
SHEET
IDENTIFICATION
C311
ISSUED FOR CONSTRUCTION SITE STRUCTURAL 01 FEB 2012

r
A
r
F
❑r
C
►l
2 3
_-- -_- --- Q. 0&c�a�o
oo(7)UT -LIT - r J-0= �°. e ao 000 0% _�r
01"HOLLY 01"HOLLY /
O1"HOLLY 01"HOLLY 11 FH OT"HOLLY w1(]1"HOLLY
sw aw aw aw aw -- -��.,u -� aw
-- - - - - - - - _ RIM: 258.25 -lz
IE A:249.96
- - -
w- - -I w - -wBM 582� -w- - -w- - - -w- - -w- - - -w IE B:249.99 - - --w-{LI- /
N: 499237.71 PSYOPS ROAD IE C: 249.63 I /-
2002738, 04 I I i$r
ELEV: 261.62
cn S S S 5 S
-� -----------�----=�'---=-��-= --gyp--- .._
- UT - LIT - - - UT -- - - - LIT - - - - LIT - - - - LIT - - - U - - U - - UT
JB 7
777
LARGE SATELLITE 61sH
LARGE SATELLITE DISH AN TE A 8 (i
ANTE IN q
1 STORY BRICK _
FFE=264.1 -'
rI A NT N 2 C
3 ICB
SMALL SATELLITE DISH - ^ U -- - -
N 6 4CB
I 41's
-UP- u% % Ds L01
B Ds DS
END UNKNOWN A C BP �' °s---- s---s----s-- 5 3 `o DS 5 Ds. L WOCCUPANCYDs, Ds
SSMH B
PRIMARY
8 GATHERING
_ /
i4
RIM 257.[
: Cs DS/
I E C:-%51 _'2 - 0 1 /
o Y., ER\Y�T"P XE - C7
ERRY O 92 P�� i; OCD
%l 6 Q 'z NEW SOF 6
P
Q �ADMIN/COMPANY / CID u CS O.PERATIONS FACILITY
P /
% % P XE % CD r
xE %% 1 a fiE: 248.1 I E: 247. 6
_ xE /
f O �XE
_ - 4 IL
. P XE I C
\ % \ ISDS IDS CE
CB i
%%\%�o "P
E -
XE moo, lP XE _ _ __ _-__ .... -
-
CB
--
7.
a 4 P XE
y� _ _ - JB`
12 PVC A
- - -s = - - -s - - - -s - - - -s - - - -s - - -s - - - -S - - - -- - -s - - - -s - - - s - -s - - - =sue - -
�o�xE- - 7 I �- g1
SSMH 22 % % T PP UP
RIM: 250.52 o"P XE SSMH 14
/, RIM: 247.16 I I
IE A:237.66
IE B:237.91 1
I
G
IE D.237.64
c
- .;S
09;P XE
VN
o,s"P XE
BM COTTON SPINDL
�
� N: 498884.93
_0T§`p XE E: 2002786.02 � %ELEV: 243.65 - ---- ,--- w - - -- w w � C8
- - -w- - - -w- - - -w- - -w- - - -w- = 4 w - w- � -w - - -w = +- w
-
- -
' is
r H7G41 - UT
9
1 � --
-- - - LIT - - - - UT - - - - UT - - UT - - UT - - T - - ��11T- - - - LIT - - - - UT - - - -- UT - - - UT - - - UT - - UTI
1 lJT _
I� � � � UT
! I�
-- - - -- X ---- --- - --
b
I .
NEW
I ! INFILTRATIO1
AREA
I!
f
BUILDING H-1617
1 STORY METAL P
- - � - FFE=242.3-
-] -
g • p SSMH / I
kc fRim.241.87 / I 1 QL
/ _
98
�1 cp- OPPvi
n
Izh.,P ABM 5824
499290.95
4
P I I AREA WITHIN PROJECT
LIMITS BUT NOT WITHIN 1
a - DISTURBED AREA
or- w- - - -w- - - -w- - - -w-
wl
LL
�c 5 P %..P
7 P XE .
o"P
E
SIP E�\ P ,
��'P
\ /I\2°P XE %%2 P'
�02Yp XY _o�l� P %%,P
%T"P / \
\ o, P
P N /
3"P Z _ \ .
XE
o 7. P
J �o p
AREA m IT PRdJ CT o, �T2IP
LIMITS BUT NOT WITHIN ° P
- DISTUR D A~E%�
0
•%� PxE
/\/7
% �aTyP ��.,P
P P
% A FH WV i r+
a �
I
}
} I
I
�
I
I I
I
4�
� I
I
I
I
0.
I
I I
!
I
I
X
�
t
I
I
I
I I
SI I
I
t I
I
I ',
L
�
t I
! 11
EL
I I
I -I
1 fu
!
! !
} I
I I
X
c
I
�
CI
I
-
`l
_
AREA WITHIN PROJECT
n
}
LIMITS BUT NOT WITHIN
}
......
DISTURBED AREA -
,
rr1
a}
I
-
-
-
fl
SSMH 30
RIM: 246.40 I_
IE A: 239.70 j
1
IE B:239.25 A
1
IE C:239.05 B
-S -- - -S - -s C -
1 I
I
_ 1
-
I
r-w----w- 19W
i
n /
r
i
/
/
MH7G42
UT
ur
F-
/
/
I
/
I
"P {
I
T P D }
"P n
I
p\z I
�
J
I
} I I - I I I I'
X
Q-
Okl w
BUILDING H-1725
1 STORY METAL
FFE=248.9
9
GENERAL NOTES:
1. SEE SHEET C001 FOR CIVIL NOTES AND ABBREVIATIONS.
2. PRIOR TO ANY LAND DISTURBING ACTIVITY INSTALL EROSION AND SEDIMENT
CONTROL MEASURES IN ACCORDANCE WITH THE C700 SERIES. ALL
CONTRACTORS/SUBCONTRACTORS/PERSON THAT WILL BE ENGAGED IN
LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL
AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED
THROUGHOUT THE DRAWINGS, SPECIFICATIONS, AND PERMITS.
3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE, FIELD LOCATE AND
PROTECT ALL UTILITIES. NOTIFY ENGINEER IF DISCREPANCIES ARE FOUND
AND DOCUMENT ON AS -BUILT DRAWINGS. ASTERISK (*) DENOTES UTILITY
PIPE/STRUCTURES THAT COULD NOT BE VERIFIED IN SURVEY AND ARE
BASED ON SURVEY IN RFP PROVIDED BY 4D SITE SOLUTIONS, INC.
4. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB/WALL.
5. SPOT ELEVATIONS ADJACENT TO CURB ARE TOP OF PAVEMENT
ELEVATIONS.
KEYNOTES: 0
1. INSTALL FIRE SPRINKLER SERVICE LINE. STUB -UP INSIDE BUILDING ABOVE
FIFE WITH BLIND FLANGE. COORDINATE LOCATION AND ELEVATION WITH
ARCHITECTURAL DRAWINGS AND FIRE PROTECTION DRAWINGS. FLUSH FIRE
LINE IAW FIRE PROTECTION SPECIFICATIONS AND COORDINATE FLUSHING
WITH FIRE PROTECTION ENGINEER AND GENERAL CONTRACTOR. PROVIDE
ALL MATERIALS, INSTALLATION, TESTING, AND CERTIFICATIONS IAW NFPA
REQUIREMENTS.
2. WATER METER, BACK FLOW PREVENTER IN HOT BOX TO BE INSTALLED AND
PROVIDED BY OLD NORTH UTILITY SERVICES (ONUS).
3. POST INDICATOR VALVE, BACK FLOW PREVENTER IN HOT BOX TO BE
INSTALLED AND PROVIDED BY ONUS.
4. SEE ELECTRICAL PLANS FOR BUILDING CONNECTIONS.
5. WATER MAIN AND SERVICES SHALL BE INSTALLED BY ONUS UP TO 5 FEET
FROM THE BUILDING.
6. SEWER MAIN AND SERVICES SHALL BE INSTALLED BY ONUS UP TO 10 FEET
FROM THE BUILDING.
7. ELECTRICAL WORK TO BE PERFORMED BY SANDHILLS UTILITY SERVICE
(SUS).
S. INSTALL GEOTHERMAL PIPING IAW HVAC (M-SERIES) DRAWINGS .
9. COORDINATE ALL WORK RELATED TO THE RELOCATION OF EXISTING
TELECOM SERVICES WITH NEC.
10. COORDINATE LOWERING OF WATER MAIN BELOW NEW STORM DRAIN PIPE
WITH ONUS. LOWERED WATER LINE SHALL BE CENTERED AT STORM PIPE
CROSSING. SEE C310 FOR NEW WATER LINE ELEVATION.
11. ENCASE SEWER PIPE IN CONCRETE AS REQUIRED BY ONUS AT STORM PIPE
CROSSING. SEE SHEET C310.
UTILITY NOTES:
1. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM
DRAINAGE INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY
CONFLICTS'.
2. FIRE SER+VICE LI
NE E AND AL
L ASSOCIATED FIR
E SERVICE ITEMS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NFPA 24 REQUIREMENTS.
3. WATER AND SEWER TO BE DESIGNED BY ONUS. ALIGNMENT AND
ELEVATIONS SHOWN HEREON ARE PROPOSED. FINAL ONUS PLANS AND
PROFILES NEED TO BE REVIEWED AND COORDINATED, PRIOR TO ANY WORK,
TO ENSURE THAT THERE ARE NO CONFLICTS.
CIVIL LEGEND WATER AND SEWER
FIRE HYDRANT ASSEMBLY - I. STA LATION BY QNUS
�wv WATER VALVE - I T LLA ON BY ONUS
ZPIV POST INDICATOR VALVE - INSTALLATION BY ONUS
44 BFP BACKFLOW PREVENTER - INSTALLATION BY ONUS
YFDC
FIRE DEPARTMENT CONNE
CTION -
SEE PLUMBING DRAWINGS
METER AND METER VAULT - INSIALLAIION BY ONUS
05 SEWER MANHOLE - INSTALLATION BY ONU
ws WATER SUPPLY SERVICE - INSTALLATION BY ONUS.
FW FIRE WATER SERVICE - INSTALLATION BY ONUS
-up- UNDERGROUND POWER - INSTALLATION BY SUS
•PP NEW POWER POLE - INSTALLATION BY SUS
•GP NEW GUY POLE - INSTALLATION BY SUS
❑E NEW TRANSFORMER - INSTALLATIOU BY SUS
OWS R G TNEW COOLING TOWER - INSTALL IAW MECHANICAL DRAWINGS
TOWE
E
NEW ELECTRICAL WITCH S GEAR - INSTALL IAW ELECTRICAL
DRAWINGS. COORDINATE ALL WORK WITH SUS.
1• LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE
HORIZONTAL SCALE
30 0 120
I-tw---- - - -w - I- ��� - -w--- - - -w- - - -w- - - -w- - - -w4-- ( IN FEET )
1 inch = 30 ft.
CORRECTED FINAL SITE/STRUCTURAL 07 MAR 2012
+kl l,l IF RO
C .,
3 13 6 tom:
HER '
SEAL
a
a
N
N
N
N
W
cr
m
N
r
z
W
0
U
Z
z
z
Q
v
0-
Z
V
I-
W
0
CL
W
a
�
n
w
�
0
wLL
o
C�
W
Vo
W
w
a
Y
Q
0
0
N
F-
0
Cq
01n
z
co
n'
OZX
O o
Z6
ww
n
O
�z
Vz
w
�J
U=
H =
LL
ZOf
IN J
Z
111f-
O)
��
W
OURS
LLW
>j 0
N
mY
Q�
Wuj
02
n0
zz
U U
5.:Q
W W
J J_
w
J
m
LL LL
Z y
m
��
>
mom.
u) o
oN
O
uj7D
no
❑Q
�Q
aQ
tn¢
w
Z U
0
U
C)z
Lu
m o
co F-
(h J N
LL - Z
0 0 0
co
cn z I-
u~i� wLou
Z
�so 8,90,
F-
O Z J
,� O 2 W
J
C
>- C j
a®a
ac
"'
} Z
>- LI7Df
Q N
7
•�
n� L_
oU` JNU
¢
I�r
a
LL
W
O
z
ZEL
d
lt.l
C7
11 l
0
ti
L0~
>_
z
Co
ct)
J
co
F-
I-
LL
0
z
LL
O
W
SHEET
IDENTIFICATION
C400

2
4 5
C
z
0
6" DOME 16'-4r
FILL POST
WITH 3" ALUMINUM PIPE
CONC. n '�
3" ALUMINUM PIPE
2 — BO' LOCKING
ASSEMBLY
COMMERCIAL
HINGES
6" DIAMETER —
SCHEDULE 40
ALUMINUM PIPE
SIDEWALK
...,F :::.
too
F; /\/\/ /
i
\ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \
CONCRETE \/\\/\\ \\ \\\ \\\ \\\/\\//\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�/\\/\\/\/\/\/\/\/\�
FOOTING //j//j /// ////// //// /// / // /\ \\\\\\\//\//\//\\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//�
\ \\ \\ /\ \%\�/jam%j�/j%j\ \//////��/�/ /� \/� \//� \/\\/�//
1 �24` DIA. (MIN.) NOTE: PROVIDE 6" DIAMETER SCHEDULE 40 ALUMINUM PIPE TO SUPPORT
--T OPEN POSITION (PERPENDICULAR TO GATE)
NOTES
1. MATERIALS AND DIMENSIONS OF GATE SHOWN ARE PRELIMINARY AND SHALL BE DETERMINED BY
MANUFACTURER. GATE IS NOT REQUIRED TO BE RATED FOR FORCE AND PENETRATION.
2. MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF THE GATE INCLUDING, BUT NOT LIMITED TO, SUPPORTS,
FOUNDATIONS, HINGES, AND FRAME. THE ARM SHALL NOT SAG GREATER THAN 1" OVER ITS LENGTH.
3. SHOP DRAWINGS SHALL BE SUBMITTED TO FORT BRAGG FIRE DEPT AND PROVOST FOR REVIEW AND APPROVAL.
A SECURITY SWING GATE
NOT TO SCALE
EXPANSION
JOINTS
NOT TO SCALE
� QA
PSe�P�
6" DOME
FILL POST
WITH CONC.
2-180'
COMMERCIAL
HINGES
6" DIAMETER-
-SCHEDULE 40
ALUMINUM
PIPE
GRADE
CONCRETE
24" DIA. (MIN.)�
NEW 6" CURB
a�
A.1--
PLAN
EZ-SET 15'0t' Radius
E;L1'4`1310 (BRICK RED)
FZNNrI5`I'I' t F.L.LOW)
L-:%NvI5C-C1 (CHARCOAL CiRFY)
O,ZI,I.
P
� Y e
i
111�faiimen mp-Oied a'. rim al 1he FI Q-.f sytlr�ts-
-Forx Head Scrers holler
. ,Ufa prr panc lj ..__
],d�l�lrrE)�poli+��
TAPPED
8s
IOKI
€�fil'.Ijcl
1.37 I .Sil
I
hroc ArOor
E7-SET Detectable WaTninK Prinels
C;uathty dtith Ce'eiea.tl de�t�l�[inria.
a
d e
Uj
a. a
d
a
a
to
x
a
��
d
cn'n
,
5X MAX.
LONGITUDINAL
I .°
I
e
ba
a
I eC to
I o
e° 5,% MAX
1 LONGITUNNAL
MR
NU
SLOPE
N.
dor
° 2% MA y
IdNU
SLa
SLOPE.
I
e
.d .-a-
e d
° w
CL
0
°
.
O
m
2% MAX
J CROSS SLOPE
6'
64
1 -
e
/\\j 4 - 4 a e
t\/AA//
;vim//v//vv�w \
w//v�//v�//v�'��
SECTION A —A
CONCRETE FLUME DETAIL
NOT TO SCALE
(D
E -SET Detcetable'4i►'arniing Panels
In I.iITc I'dtt�rn tis illi Imulia.in itco H IS" i'Amcnc
+ ; c'
L1
L10
. l % CCd!
./ \ _ V
-�
}
V
Wt.
- `-41
T�
�
'Q
'4Lro0
�
e1
...
�1
�'
�d ��
M'
i
• l
. I
4'�1 i
J ,.-�, {
_ y� f�Cs2� lit
�,
0
47
U-0 OD
• c'
c
Ole
Q
ce
00
@
0, iI
!
ci
(ED
l
IDprrj%Inr9C'
*tt)rx. Ilcad Screw�
ESET
E:I2R1' (BRICK RED)
FZ2YP (YELLOW)
FZ2C:0 )C'ITARCOAL OREV)
4 Typically 0.5"
A
1, t f
+
4.
.�
71t� Ft�lerscrs iElthi g.� halt talk! CI,i� lr ytisl�ta,
TQrx 11vad Stror Folenrr
Opmgng
'I'AIPPE0
,..-�3i�-ICI
1.3ft
11, a Tcrl4t;t id
Suimloo' "T"I W,
IEZr-SET Delectable WirnInR Psneh
v"jiltly with fcdieral reguintkms.
TAPER CURB FROM HEIGHT OF 6"
TO 0" OVER A DISTANCE OF 2'
EZ-SET Detectable Warning Panels
In• Liric Pnalcrn wills Iocmlivn of $ THS' I" astimca
NOTES:
1. CONTRACTOR TO UTILIZE THIS TYPE OR APPROVED EQUIVALENT.
2. CONTRACTOR TO INSTALL IAW W/ MANUFACTURER'S SPECIFICATIONS.
3. CONTRACTOR TO UTILIZE DIFFERENT SIZES/SHAPES PROVIDED BY MANUFACTURER TO ACCOMMODATE
FIELD CONDITIONS,
DETECTABLE WARNING PANELS
NOT TO SCALE
*Tor,-( Bead. Scrm I
ISSUED FOR CONSTRUCTION SITE STRUCTURAL 01 FEB 2012
,,`tttUnntlt�tyie
0.
I
OL
M. _
y ? I'
/ rVV7
qN
vo-"
SEAL
F
N
N
zz Obi
Co
a
wOHO�©
Fm
w
Co W�z
z
�0
�jz
cli
=
ZLd
Ld
Jm
Zm
C)
OAS
Lt W
w
r
o
tiico 2 W
0
h�
or
Za
Z
U
}
0-0
Ww
co
❑�
W
J
zp
U
z
-0
W (D
F-
�i 5
M a
>
0
Nz
❑❑
❑a
u,a
a
tna
U)
>z
W
Z U
CU W U
uZi Z
°'
J
lL Z'
O ❑
`"
to ai v
Cn Z O
0 (D
�� acnZ
❑
1L
a' H Z
U
U00
:: �� 0ZN
Z
U JJ
� c8i� w
a N
}
yz
7 W
7
W M Q
Co Ix Ca
�'
rrr ap C7 J N U
!Ir
Li
J
II�
to
U
W
LL
fY
O_
U
�
U
�
a
C5
U}
0
z
to
Cl)
a
�
2
O
O
U-
—.1
Z_c
W
❑
C
❑
J_
Q
L
0
U
SHEET
IDENTIFICATION
C622

1
3 4
5
C,
12
C
NEW
BUILDING
r
A'
0
U
U
0
E
0
0
USF 669 RING AND K>_ COVER OR
APPROVED EQUIVALENT.
RIM= (SEE PLAN)
FINISHED GRADE
d
° a
„A„
a
a_ q
E (D
IE=(SEE PLAN} L- I O
SUMP/SEDIMENT d SECTION m SECTION A
RETENTION
(SEE F/631)
a d a NEW PIPE L--------�J
SEE PLAN �
6" GRAVEL BASE 6" THICK REINFORCED CONCRETE
WITH #4 ® 6" O.C.E.W. FOR BRICK
OR CAST —IN —PLACE CONSTRUCTION
SEE NOTE 1.
SECTION A -A PLAN
NOTES:
1. FOR CONSTRUCTION OF THE STORM DRAINAGE MANHOLE WALLS EITHER CONCRETE MASONRY, CAST —IN —PLACE CONCRETE, OR PRECAST CONCRETE MAY BE USED. FOR
CONCRETE MASONRY THE WALLS SHALL BE 8" THICK. FOR CAST—i'J—PLACE CONCRETE THE WALLS SHALL BE MIN. 6" THICK WITH REINFORCING STEEL #4's 0 6" O.C.E.W,
FOR PRECAST CONSTRUCTION THE WALLS SHALL BE DESIGNED BY MANUFACTURER FOR SOIL LOADING AND HS 20 TRAFFIC LOADING.
2. IF STRUCTURE DEPTH EXCEEDS 4', METAL STEPS ARE TO BE PLACED ON WALL SPACED 16" O.C.
3. TOP SLAB SHALL BE PRECAST DESIGNED BY MANUFACTURER FOR HS-20 TRAFFIC LOADING.
4. "A" & "B" DIMENSIONS ARE MINIMUM REQUIRED MEASUREMENTS.
5. WHERE "A" & "B" DIMENSIONS VARY, THE LARGER DIMENSIONS SHALL BE THE WALL OF STRUCTURE WHERE LARGEST PIPE DIAMETER PENETRATES.
Jg A JUNCTION BOX DETAIL
NOT TO SCALE
JUNCTION BOX STRUCTURE TABLE
STRUCTURE
')A,.
IN
„Br,
IN
„0pr
IN
LOAD RATING*
JB A2**
48
48
6
HEAVY DUTY
JB A413
48
48
6
HEAVY DUTY
JB B1
48
48
6
HEAVY DUTY
JB B3
48
48
6
HEAVY DUTY
JB B4
48
48
6
HEAVY DUTY
*"HEAVY DUTY" LOAD RATING AS DEFINED BY US FOUNDRY IS SUITABLE FOR
AASHTO H-20/HS-20 TRAFFIC LOADINGS.
**CONTRACTOR TO VERIFY FXISTING PIPE BFFORE DETERMINED NEW BOX SIZE
PIPE SIZE VARIES
„C„ "A" C„
m
r- FLAN
NOT TO SCALE
SECTION
NOT TO SCALE
g SPLASH PAD DETAIL
NOT TO SCALE
Bc + 24"
12"
FINAL BACKFILL
MIN'
/
-N
V
\\\j
4" GRANULAR 0.5 Bc
MATERIAL BEDDING
&aBE TRENCH DETAIL
NOT TO SCALE
SEE
TEE
NOTE
"B"— INSIDF WALL DIMENSION,
ChOTE
1
SEE SCHEDULE
US FOUNDRY 4138
FRAME & 6235
GRATE OR
APPROVED
EQUIVALENT
I
i
Ld
ill U) Z
d
e v
E
a
d d
a
z
d
I'
da
0 An°
4.
- d
n
a
a
J W
¢
Li Li
0 W
d
n 4
l _. ....
z ---
—
e
d
Li Lu
W O-
°
q
d
d
a
v 4
dd
PLAN. VIEW — TYPE 2 CATCH BASIN
FINISHED GRADE, PAVING, OR TURF NOT SHOWN THIS VIEW
SEE "B"---- INSIDE WALL SEE
NOTE DIMENSION, NOTE
SEE SCHEDULE 1
US FOUNDRY 4138
FRAME & 6235
GRATE OR APPROVED
EQUIVALENT
CATCH BASIN STRUCTURE TABLE
#
A
IN
B
IN
TYPE*
LOAD RATING**
B A4A
36
36
TYPE 2
HEAVY DUTY
CB A5
36
36
TYPE 2
HEAVY DUTY
CB A6
36
24
TYPE 2
HEAVY DUTY
CB A7
36
24
TYPE 2
HEAVY DUTY
CB A8
36
24
TYPE 2
HEAVY DUTY
CB A9
24
24
TYPE 1
HEAVY DUTY
CB A10
24
24
TYPE 1
HEAVY DUTY
CB A11
24
24
TYPE 1
HEAVY DUTY
B Al2
24
1 24
TYPE 1
HEAVY DUTY
B A 1,31
24
1 24
TYPE 1
HEAVY DUTY
CB E32
1 48
j.. 48
TYPE 2
HEAVY DUTY
RIM=SEE PLANS
GROUT BED, TYP
SEE NOTE 3
PIPE SIZE
VARIES TYP,
SEE PLANS
IE=SEE PLANS
SUMP/SEDIMENT RETE
(SEE F/C631)
SEE NOTE 6�
FINISHED GRADE
a
d
a
q. d
PIPE SIZE
VARIES, TYP
6" GRAVEL BASE, REFER
TO SPECIFICATIONS
SECTION VIEW TYPE 2 CATCH BASIN
RIM=SEE PLANS
GROUT BED, TYP
PIPE SIZE
VARIES TYP,
SEE PLANS
IE=SEE PLANS
FINISHED GRADE
SUMP/SEDIMENT RETENTIONLi i
(SEE F/C631)
SEE NOTE 6 4 d
c d
*SELECTED GRATE TO BE USED OR APPROVED EQUIVALENT,
**"HEAVY DUTY" LOAD RATING AS DEFINED BY US FOUNDRY IS SUITABLE FOR
AASHTO H-20/HS-20 TRAFFIC LOADINGS,
NOTES:
1. FOR CONSTRUCTION OF THE CATCH BASIN AND JUNCTION BOX WALLS EITHER SOLID CONCRETE
MASONRY, CAST —IN —PLACE CONCRETE, OR PRECAST CONCRETE MAY BE USED. FOR CONCRETE
MASONRY THE WALLS SHALL BE MIN 8" THICK. FOR CAST —IN —PLACE CONCRETE THE WALLS SHALL BE
MIN 6" THICK WITH REINFORCING STEEL #4's 0 6" O.C.E.W.. FOR PRECAST CONSTRUCTION THE WALLS
SHALL BE DESIGNED BY MANUFACTURER FOR SOIL LOADING AND HS 20 TRAFFIC LOADING.
2. IF STRUCTURE DEPTH EXCEEDS 4', METAL STEPS ARE TO BE PLACED ON WALL SPACED 16" O.C.
3. TOP SLABSHALL BE PRECAST DESIGNED BY MANUFACTURER FOR HS-20 TRAFFIC LOADING.
4. A' & B' DIMENSIONS ARE MINIMUM REQUIRED MEASUREMENTS.
5. WHERE "A" & "B" DIMENSIONS VARY, THE LARGER DIMENSIONS TYPICALLY APPLIES THE WALL OF
STRUCTURE WHERE LARGEST PIPE DIAMETER OR SHARPER PIPE ANGLE PENETRATES.
6. FOR MASONRY OR CAST —IN —PLACE CONSTRUCTION, BOTTOM SLAB SHALL BE MIN. 8" THICK WITH
#4'S 0 6" O.C.E.W. FOR PRECAST BOTTOM SHALL BE DESIGNED BY MANUFACTURER HS-20 LOADING.
7. REFER TO PIPE AND STRUCTURE TABLES FOR FRAME AND INVERT ELEVATIONS.
Ce CATCH BASIN DETAILS
NOT TO SCALE
ISSUED FOR CO
PIPE SIZE
I VARIES, TYP
6" GRAVEL BASE, REFER
TO SPECIFICATIONS
SECTION VIEW TYP E 1--.-CATCH BASIN
RECESSED PVC C.O. PLUG
3" BELOW GRADE
IN SIDEWALK
1% MINIMUM SLOPE
CAST IRON CLEANOUT
FRAME & COVER
6" OR 8" PVC SWEEP
OR 2 45' BENDS
IN PAVED AREA
RECESSED PVC C.O. PLUG CAST IRON CLEANOUT
3" BELOW GRADE FRAME & COVER
FINISH GRADE
12%12"x6"
CONCRETE
COLLAR
#4 EACH SIDE
1 % MINIMUM SLOPE
6"
OR
8"
PVC SWEEP
OR
IN LAN DSCAPEO_ AREA
2
45'
BENDS
E r♦ v y r
NSTRUCTION SITE S
NOT TO SCALE
TRUCTURAL 01 FEB 2012
SEAL
N
co
N z p BLS
w pX zo cKz
w rn F CSww
�p Ur 07,J
p F— Jam' � LL
W UN �N zfe
f— Jr zr W�—
0 C) LL w
co
W
Y O T Z Z
U r ap wW
m B 6i lL LL
W� } 6
o u m$ � o N ❑
Z Y `^ O
N
00 ¢ c(n< a Ina
U)
w
Lu
Z U
U
Z Z w p
LL. Z J N
U) 0
O � 0 cn rn
� Z �O Goo
O Z - �3 rnw
w CLw �¢
z
0
U
�
z
O
Q
Q
z
m
U~}
0
o
U
F--
z
W
p
J
j
LL
O
U
U)
SHEET
IDENTIFICATION
C630
J

1
2
3
4
5
\ V;
10
TOP ELEV. = 241.0
PLAN
GRATE
Il
EXST 36" RCP
II
REINFORCED
CONCRETE
WALLS &
FLOORS
SEC110N
A'
P
U
U
U
O
Q
0
C
a
100 YR. ELEV. = 239_.6
10 YE, ELEV. _ 39.02.
B
C631 1
TOP = 239.1
EL= 2 8.0
2 YE, ELEV. = 237.05 3
1 YR. ELEV. = 236.21 \\\ ,::� �.: \\\\\
FISA ELEV. = 235.04 BTTM ELEV = 235.0
4" SAND CLEAN BED ACROSS ENTIRE BOTTOM
A INFILTRATION BASIN A SECTION
NOT TO SCALE
\//\ EXST 36" RCP
NOTES:
1. CONTRACTOR SHALL REMOVE ANY AND ALL
ENCOUNTERED RESTRICTIVE SOIL LAYERS
WITHIN THE LIMITS OF THE POND TO
ENSURE PROPER INFILTRATION.
GALVANIZED STEEL
EXPANDED METAL
GRATE CAPABLE OF
SUPPORTING 150
LBS/SF ATTACHED
WITH EXPANSION
ANCHORS.
8" 3'
GRATE
NOTE: SEE DETAIL D/C720 FOR TEMP.
SLEEVE FOR SKIMMER. SEAL COMPLETELY
AFTER REMOVAL OF SKIMMER.
II
I I EXST 36" RCP
II
II
#4 0 8" B.W.
WALLS &
FLOOR
ECCENTRIC RI
(IF RE(
SEE PLANS
FOR MATERIAL
AND SLOPE
I
1 I
L-----------J
T CONTROL STRUCTUR
NOT TO SCALE
DRAINTECH/ADS 12" SQUARE GRATE
AND RISER (NON -TRAFFIC RATED) OR
APPROVED EQUAL
TT P1 I Gf\ I I V I 1 f ALJ lI� I LI\J
LAWN INLEFul T DETAIL
NOT TO SCALE
R
VARIES
o DOWNSPOUT
w (SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS)
0
RECTANGULAR CAST IRON DOWNSPOUT
3 SHOE WITH ONE COAT OF RUST
INHIBITED PRIMER (MATCH DOWNSPOUT
z DIMENSIONS)
+1.5'1 MIN.m FINISHED GRADE
(SEE PLAN FOR SIZE
REQUIREMENTS)
�- HDPE OR PVC PIPE ® 0.5% MIN SLOPE
(SEE PLAN FOR SIZE)
HDPE OR PVC WYE
HDPE OR PVC ROOF DRAIN
® 0.5% MIN SLOPE
(SEE PLANS FOR SIZE)
b• ►►►1:1:1411111 :rr m r
a
D 12436
24 x36 CURB INLET
WITH CAST IRON FRAME
GRATE, AND HOOD
UP TO 6'-0" INSIDE
DEPTH, OPTIONAL
RISERS AVAILABLE
CAST IRON HOOD,
FRAM_ AND VEII�
GRATE 3295 z-,-
APPROX V'd-iG'- is
510 LBS.
OUTSIDE I
HEIGHT B
OF BOX 1
31" POUND TI-IIN
WALL KNOCKOUTS.
SLEDGE OUT AS
REQUIRED. (TYP.
2 PLACES)
BOX DESIGN LOAD: H-20
FULL TRAFFIC
FOR COMPLETE DES'GH
AND PRODUCT INFORVATION,
CONTACT J=NSFrJ-IPFCAST_
4'-0-
OPTIONAL
EXTENSION C
HEIGHT
EXTENSION
MODEL NO.
C
WEIGHT
PS243606
6"
450 LBS.
RS243612
12"
90C LBS.
9JEUMSEJI
0124M4-v1,dwg
02001
DD1 Jensen Precast PREE49T,
OR APPROVED EQUAL
18"x31" THIN
WALL KNOCKOUTS.
SLEDGE OUT AS
REQUIRED. (TYP.
2 PLACES)
PIPE TABLE
FROM
STRUCTURE
CB A4A
CB A5
TO
STRUCTURE
OUT A4
JB A413
UPSTREAM
ELEVATfON
238.20
239.50
DOWNSTREAM
STRUCTURE
237.30
239.30
MATERIAL
RCP
RCP
LENGTH (FT)
80'
39'
DIAMETER
24
24
SLOPE
0.51 %
CB A6
CB A5
239.80
239.50
RCP
72
24
0.42%
CB A7
CB A6
240.95
240.55
RCP
80'
18
0.50%
CB A8
CB A9
C8 A7
CB A8
241.35
241.90
240.95
241.60
RCP
RCP
80'
52'
18
15
0.50%
0,57%
CB A10
CB A9
242.30
241.90
RCP
81'
15
0.50%
CB Al
CB Al2
CB A13
C8 A10
CB Al
CB Al2
242.70
245.10
245.50
242.30
244.70
245.10
RCP
RCP
RCP
74'
73'
80'
15
15
15
0.54%
0.55%
0.50%
CB B2
JB B1
243,60
243.30
RCP
87'
36
0.35%
:_XST DI 18
OUT A3A
238.40
237.80
RCP
34'
18
1.74%
HCI 83A
JB B3
249.00
247.00
RCP
69'
15
2.89%
IN B1 B
JB B1 A
246.10
246.00
RCP
8'
15
1,26%
JB A4B
CB A4A
238.96
238.20
RCP
76'
24
1.01 %
JB B1A
JB B1
244.00
243.00
RCP
245'
15
0,41%
JB 33
CB 32
244.10
243,60
RCP
111'
36
0.45%
JB 84
JB B3
250.50
249,50
RCP
73'
36
1.35%
LI Al2A
CB Al2
245.30
245,10
PVC
21'
12
0,96%
F:11 A14
CB A13
247.00
246.80
PVC
25`
12
0.79%
STRUCTURE TABLE
STRUCTURE NAME:
TOP OF
GRATF/
GUTTER ELEV
BOTTOM
ELEV
SUMP
DEPTH
CB A4A
241.50
237.70
0.50
CB A5
249.50
239.00
0.50
CB A6
249.80
239.30
0.50
CB A7
249.80
240.45
0.50
C8 A8
249.80
240.85
0.50
CB A9
250.50
241.40
0.50
CB A10
248.00
241.80
0.50
CB A11
249.00
242.20
0.50
CB Al2
249.50
244.60
0.50
CB A13
251.00
245.00
0.50
CB 32
248.00
242.60
1.00
CS A3
239.10
235.10
0.50
HCI B3A
256,00
248,50
0.50
JB A4B
244,80
238.46
0,50
JB B1
248.62
241.00
1.00
JB E31 A
249.00
243.50
0.50
JB 33
254.50
243.10
1.00
JB 34
257.00
249.50
1.00
LI Al2A
250.50
245.30
0.00
LI A14
250.50
247.00
0.00
r
PIPE AND STRUCTURE TABLE
CORRECTED FINAL SITE/STRUCTURAL 07 MAR 2012
SEAL J
EL
N_
N
a
N
Q
N
w
cC
Q
h
M
z
w
2
0
U
0o
o
o
F-
0
DZ
U
a
0-1U
r
�
co
cn
z
w
a
w
❑
U
❑
w
0
�
w
w
�
w
a
4t
J
-
d'
a
Y
or
a
N
sb
Z� Oa O
ZX zo �Z
0rn F-6 mw
W V N z N Z w
J Z r W �_
O O� 0 tLw
wp
1- N
COY ❑a�2
Aw 02 5z
U U } d o w W
i- CO J J
CCI LLI U- LL
❑ w J
a�
Z` } � U
�� moo cn ❑
Z t ~O co w �
W N �y ?� a J CO NZ
no oa v)¢ a¢ cn¢
rn
l.0
111
Z U
U
UZ.1 � Z p1
LL Z J N
C] U
O O co
a O (D ~❑ UUO
0 (D "o oz�
�� 0YW
z ¢c a
-� of
OCR JNU
J
U
W
U
a
U
Z_
z
O
z
o
0
z
j
Lmcot
a
�
1
U)
O
U-
J
U
Q
-
I-
Z
Lu
2
O
0
.j
Q
O
U
SHEET
IDENTIFICATION
C631

1
2
K
0
5
0
A
IV
2
A'
0
STORM WATER POLLUTION PREVENTION PLAN NOTES
1. STORM WATER POLLUTION PREVENTION PLAN SWPPP CONSTITUENTS INCLUDE:
A. APPROVED DRAWINGS
B. (NOI) NOTICE OF INTENT
C. (CGP) NORTH CAROLINA NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES
D. CGP COVERAGE LETTER FROM NCDENR
E. NCDENR OR LOCAL APPROVAL OF SEDIMENT AND EROSION PLANS
F. GRADING PLANS OR STORM WATER MANAGEMENT PLANS
2. OPERATOR OF DAY TO DAY SITE ACTIVITIES ODSA
A. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ODSA RESPONSIBILITIES IDENTIFIED HEREIN AND AS
IDENTIFIED IN THE CGP.
3. MAINTAIN SWPPP ON SITE
A. THE CONTRACTOR SHALL MAINTAIN THE SWPPP ON SITE AND ALL CONSTITUENTS AT ALL TIMES FOR USE OF ALL THOSE
IDENTIFIED AS HAVING RESPONSIBILITY UNDER THE SWPPP WHENEVER THEY ARE ON THE CONSTRUCTION SITE AND FOR
USE BY INSPECTING OFFICIALS.
4. SWPPP DURATION
A. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE SWPPP AS WRITTEN FROM THE COMMENCEMENT OF THE
CONSTRUCTION ACTIVITY UNTIL FINAL STABILIZATION IS COMPLETE.
5. SWPPP AREA OF COVERAGE
A. TOTAL PROJECT (LEED LIMITS) AREA 4.4 ACRES
B. TOTAL DISTURBED AREA 4.0 ACRES
C. THIS SWPPP APPLIES AND IS LIMITED TO AREAS OF CONSTRUCTION IDENTIFIED IN THE APPROVED DRAWINGS.
6. PRE CONSTRUCTION CONFERENCE
A. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE & ORGANIZE AN ON -SITE
PRE -CONSTRUCTION CONFERENCE. THE CONTRACTOR SHALL ENSURE THAT ALL PERSONS THAT WILL BE CONDUCTING
LAND DISTURBING ACTIVITY ARE IN ATTENDANCE.
B. THE CONTRACTOR SHALL SUBMIT INSPECTION REPORTS AS REQUIRED BY NCDENR.
C. THE CONTRACTOR WILL PREPARE MINUTES OF THE SWPPP PRE -CONSTRUCTION CONFERENCE AND WILL PROVIDE
THOSE TO THE CONTRACTING OFFICER WITHIN 7 DAYS OF THE SWPPP PRE -CONSTRUCTION CONFERENCE.
7. CONTRACTOR CERTIFICATIONS (ALL PROJECTS)
A. ON BEHALF OF THE OWNER AND BEFORE ANY LAND DISTURBANCE ACTIVITIES CAN BEGIN, THE CONTRACTOR SHALL
ENSURE THAT ALL CONTRACTORS, SUBCONTRACTORS AND OTHER PERSONS THAT WILL BE ENGAGED IN LAND
DISTURBANCE ACTIVITIES SIGN A CO-PERMITTEE AND ATTEND A SWPPP PRE -CONSTRUCTION CONFERENCE.
B. THE CONTRACTOR SHALL INSURE THAT COPIES OF ALL CERTIFICATIONS ARE MAINTAINED ON -SITE WITH THE SWPPP.
C. CONTRACTORS AND SUBCONTRACTORS ELECTING OR CONTRACTED TO BE CO-PERMITTEES SHALL SIGN A
CERTIFICATION STATEMENT AS FOLLOWS:
a. CO-PERMITTEE CERTIFICATION :
"I CERTIFY BY MY SIGNATURE BELOW THAT I PARTICIPATED IN A PRE -CONSTRUCTION CONFERENCE ONSITE OR,
WHEN ALLOWED, OFFSITE WITH THE INDIVIDUAL WHO IS RESPONSIBLE FOR THE OPERATIONAL CONTROL OF THE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND I ACCEPT THE TERMS AND CONDITIONS OF SWPPP AS
REQUIRED BY THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PERMIT NUMBER NCR
010000) ISSUED TO THE OWNERIOPERATOR OF THE CONSTRUCTION ACTIVITY FOR WHICH I HAVE BEEN CONTRACTED
TO PERFORM CONSTRUCTION RELATED PROFESSIONAL SERVICES. FURTHER, BY MY SIGNATURE BELOW, I CERTIFY
UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF TFIE
STATE OF NORTH CAROLINA GENERIC PERMIT FOR STORMWATER DISCHikRGE FROM LARGE AND SMALL
CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER."
COMPANY NAME:
PRINTED NAME OF PERSON: TITLE
SIGNATURE:
DATE:
STREET ADDRESS:
CITY, STATE, ZIP:
PHONE: (DAY)
8. ALLOWABLE NON STORM WATER DISCHARGES
A. THE CONTRACTOR IS AUTHORIZED FOR THE FOLLOWING NON -STORM WATER DISCHARGES, PROVIDED THE NON -STORM
WATER COMPONENT OF THE DISCHARGE IS IN COMPLIANCE WITH THE CGP.
a. DISCHARGES FROM FIRE FIGHTING ACTIVITIES.
b. FIRE HYDRANT FLUSHINGS.
c. WATER USED TO WASH VEHICLES WHERE DETERGENTS ARE NOT USED.
d. WATER USED TO CONTROL DUST IN ACCORDANCE WITH THE CGP.
e. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS.
f. ROUTINE EXTERNAL BUILDING WASH DOWN THAT DOES NOT USE DETERGENTS.
g. PAVEMENT WASH WATERS WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED AND
WHERE DETERGENTS ARE NOT USED.
h, UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE.
L UNCONTAMINATED GROUND WATER OR SPRING WATER
j. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS
SOLVENTS.
k. UNCONTAMINATED EXCAVATION DEWATERING.
9. CONSTRUCTION WASTE MATERIALS
A. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF ALL BUILDINGICONSTRUCTION MATERIALS OR OTHER SIMILAR
MATERIALS TO SURFACE WATERS OF THE STATE THROUGH THE USE OR ROLL -OFF CONTAINERS INTENDED FOR THE
COLLECTION OF SUCH MATERIALS. ANY OTHER MEANS SHALL BE SUBMITTED BY THE OPERATOR AS AN AMENDMENT TO
THE SWPPP AND APPROVED BY FDEP PRIOR TO INITIATION.
10. SANITARY FACILITIES
A. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR
SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE
CONSTRUCTION PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND WILL BE SERVICED BY A
COMMERCIAL OPERATOR.
11. CONCRETE WASTE FROM CONCRETE READY -MIX TRUCKS
A. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS WILL TYPICALLY NOT BE
ALLOWED ON THE CONSTRUCTION SITE UNLESS PROPER MEASURES ARE TAKEN TO ENSURE A SPECIFIED AREA IS
PERIODICALLY CLEANED AND ALL WASTE MATERIAL IS COMPLETELY REMOVED AT THE END OF CONSTRUCTION. PRIOR
APPROVAL MAY BE REQUIRED.
12. FUEL TANKS
A. TEMPORARY ON -SITE FUEL TANKS FOR CONSTRUCTION VEHICLES SHALL MEET ALL STATE AND FEDERAL REGULATIONS.
TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE REGULATIONS.
THE TANKS SHALL BE IN SOUND CONDITION FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE
CONTAINMENT. FUEL STORAGE AREAS WILL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS FOR
SIGNAGE, FIRE EXTINGUISHER, ETC. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE
SHALL BE MAINTAINED IN PROPER WORKING CONDITION AT ALL TIMES.
B. A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVE GROUND OIL
STORAGE CAPACITY AT THE CONSTRUCTION SIE EXCEEDS 1,320-GALLONS. CONTAINERS WITH A STORAGE CAPACITY OF
55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE CAPACITY. THE GENERAL CONTRACTOR
SHALL WORK WITH THE ENGINEER TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL POLLUTION
PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112,(40 CFR 112).
13. HAZARDOUS MATERIAL MANAGEMENT AND SPILL REPORTING PLAN
A. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE WILL BE
HANDLED PROPERLY IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER POLLUTION. ALL MATERIALS USED ON
THIS CONSTRUCTION SITE WILL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL
APPLICABLE LABEL DIRECTIONS. MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION WILL BE KEPT ON SITE FOR ANY
AND ALL APPLICABLE MATERIALS.
B. IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION WILL BE UNDERTAKEN BY THE GENERAL CONTRACTOR TO
CONTAIN AND REMOVE THE SPILLED MATERIAL. ALL HAZARDOUS MATERIALS WILL BE DISPOSED OF BY THE
CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER
OF SUCH PRODUCTS. AS SOON AS POSSIBLE, THE SPILL WILL BE REPORTED TO THE APPROPRIATE AGENCIES. AS
REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE
UNITED STATES WILL BE PROPERLY REPORTED, THE GENERAL CONTRACTOR WILL PREPARE A WRITTEN RECORD OF
ANY SPILL OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN OWNER WITHIN 24-HOURS OF THE OCCURRENCE
OF THE SPILL. A SPILL REPORT FORM IS LOCATED IN APPENDIX F.
C. ANY SPILLS OF PETROLEUM
PROD HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED
BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL
RESPONSE CENTER (1-800-424-8802). THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR
302.
a. IN ORDER TO MINIMIZE THE POI ENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME
IN CONTACT WITH STORM WATER, THE FOLLOWING STEPS WILL BE IMPLEMENTED.
b. ALL MATERIALS WITH HAZARDOUS PROPERTIES WILL BE STORED IN A SECURE LOCATION, UNDER COVER, WHEN NOT
IN USE.
G. THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS WILL BE KEPT ON THE JOB SITE AND SCHEDULED FOR
DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL.
d. A SPILL CONTROL AND CONTAINMENT KIT WILL BE PROVIDED AT THE STORAGE SITE.
e. ALL OF THE PRODUCT IN A CONTAINER WILL BE USED BEFORE THE CONTAINER IS DISPOSED OF. ALL SUCH
CONTAINERS WILL BE TRIPLE RINSED, WITH WATER PRIOR TO DISPOSAL. THE RINSE WATER USED IN THESE
CONTAINERS WILL BE DISPOSED OF IN A MANNER IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS AND WILL
NOT BE ALLOWED TO MIX WITH STORM WATER DISCHARGES.
f. ALL PRODUCTS WILL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL.
g. ALL PRODUCTS WILL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL.
h. THE DISPOSAL OF EXCESS OR USE 3D PRODUCTS WILL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE
PRODUCTS LABEL.
14. BEST MANAGEMENT PRACTICE (BMA MAINTENANCE
A. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE NOT OPERATING EFFECTIVELY, THE CONTRACTOR SHALL CONDUCT
MAINTENANCE AS SOON AS PRACTICAL AND BEFORE THE NEXT STORM EVENT.
B. IF SITE INSPECTIONS IDENTIFY A NEED, THE CONTRACTOR SHALL MODIFY BMP'S OR PROVIDE ADDITIONAL BMP'S AS
NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR FDEP'S STANDARDS. IMPLEMENTATION
SHALL BE BEFORE THE NEXT STORM EVENT WHERE PRACTICAL. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT
IS IMPRACTICAL, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BR'P'S MUST BE IMPLEMENTED
AS SOON AS PRACTICAL.
15. INSPECTIONS
A. RESPONSIBILITY -THE CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS.
B. CONTRACTOR SHALL INSTALL A RAIN GAUGE ONSITE AND SHALL RECORD DAILY RAINFALL AMOUNTS.
C. INSPECTION INTERVALS
a. RAIN EVENT - THE CONTRACTOR SHALL INSPECT THE SIZE AND ALL BMP'S AFTER EVERY RAIN EVENT EXCEEDING 0.5
INCHES.
b. WEEKLY - AFTER CONSTRUCTION BEGINS, THE CONTRACTOR SHALL INSPECT THE SITE AND ALL BMP'S AT LEAST ONCE
EVERY 7 DAYS.
c. MONTHLY -AFTER TEMPORARY STABILIZATION IS COMPLETE, THE CONTRACTOR SHALL INSPECT THE SITE AND ALL
BMP'S AT LEAST ONCE PER MONTH.
C. INSPECTION AREAS - INSPECTIONS SHALL INCLUDE:
a. ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION ACTIVITY
b. ALL AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.
D. INSPECTOR QUALIFICATION - INSPECTORS SHALL BE:
a. A QUALIFIED INSPECTOR CERTIFIED THROUGH A CONSTRUCTION SITE INSPECTOR COURSE APPROVED BY NCDENR.
b. AN INDIVIDUAL WITH REGISTRATION EQUIVALENT TO THE SWPPP PREPA^ER.
E. INSPECTORS SHALL INSPECT FOR:
a. EVIDENCE/POTENTIAL OF POLLUTANTS ENTERING THE STORM WATER SYSTEM.
b. PROPER OPERATION OF SEDIMENTATION AND EROSION CONTROL MEASURES BEST MANAGEMENT PRACTICES (BMP'S)
c. DISCHARGE LOCATIONS TO MEASURE EFFECTIVENESS OF EROSION CONTROL MEASURES
d. CONSTRUCTION ENTRANCES FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING
16. INSPECTION REPORTS
A. WEEKLY INSPECTION REPORTS - THE CONTRACTOR SHALL DOCUMENT ALL INSPECTIONS WITH A REPORT.
a. WEEKLY INSPECTION REPORT CONTENTS -
• INSPECTION DATE
• INSPECTOR NAME
• INSPECTOR TITLE
• INSPECTOR QUALIFICATION
• WEATHER INFORMATION SINCE LAST INSPECTION OR SINCE CONSTRUCTION ACTIVITY STARTED:
o ESTIMATED START TIME OF EACH STORM EVENT
o ESTIMATED DURATION OF EACH STORM EVENT
o ESTIMATED RAINFALL AMOUNT IN INCHES OF EACH STORM EVENT
o DESCRIPTION OF DISCHARGES KNOWN TO OCCUR
• DESCRIPTION OF DISCHARGES OCCURRING AT TIME OF INSPECTION
• LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE
• LOCATION(S) OF BMP'S THAT NEED MAINTENANCE
• LOCATION(S) OF BMP'S THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR
LOCATION.
• LOCATION(S) WHERE ADDITIONAL BMP'S ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION.
• CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE C"VPPP NECESSARY AND IMPLEMENTATION
DATES.
B. MONTHLY SITE INSPECTION REPORT
a. MONTHLY SITE INSPECTION REPORT CONTENTS-
• SUMMARY OF WEEKLY INSPECTION REPORTS FOR THE MONTH.
• LISTING ALL DEFICIENCIES WITH:
o DATE OF DISCOVERY
o NAME, ADDRESS, TELEPHONE NUMBER OF PARTY RESPONSIBLE FOR CORRECTIVE ACTION
o STATEMENT WHETHER THIS DEFICIENCY WAS PREVIOUSLY LISTED IN A MONTHLY REPORT
o LISTING OF CORRECTIVE ACTIONS TAKEN WITH DATE.
o STATEMENT ON WHETHER SWPPP WAS UPDATED TO DEAL WITH DEFICIENCIES
o COPY OF EACH INSPECTION REPORT CONDUCTED THAT MONTH AS AN APPENDIX.
o CO-PERMITTEE AND NON-CO-PERMITTEE CERTIFICATIONS AS APPENDICES (ONE ORIGINAL AND ONE COPY)
• THE CONTRACTOR SHALL PREPARE AND SUBMIT MONTHLY REPORTS (ORIGINAL & ONE COPY) TO FDEP AND, IF
APPLICABLE, THE APPROPRIATE MS4 ON OR BEFORE THE 28TH DAY OF THE MONTH FOLLOWING THE REPORTING
PERIOD.
• THE CONTRACTOR SHALL SUBMIT THE FIRST MONTHLY REPORT TO DHEC AFTER CONSTRUCTION BEGINS ON THE
FACILITY AND SHALL INCLUDE THE ORIGINAL AND ONE COPY OF ALL CO-PERMITTEE AND NON-CO-PERMITTEE
CERTIFICATIONS.
• THE CONTRACTOR SHALL INCLUDE IN SUBSEQUENT MONTHLY REPORTS ADDED CO-PERMITTEE CERTIFICATIONS
SINCE THE FIRST MONTHLY REPORT.
• THE CONTRACTOR MAY ESTABLISH ELECTRONIC METHODS OF MONTHLY REPORTING WITH FDEP AS APPROVED BY
FDEP ON A CASE BY CASE BASIS.
• UNTIL CONSTRUCTION STARTS, THE CONTRACTOR SHALL REPORT THAT CONSTRUCTION ACTIVITY HAS NOT
STARTED.
• THE CONTRACTOR SHALL SUBMIT MONTHLY REPORTS UNTIL THE NOTICE OF TERMINATION IS SUBMITTED TO FDEP.
C. INSPECTION REPORT RECORDS
a. ALL INSPECTION REPORTS SHALL BE ADDED TO THE SWPPP AND MAINTAINED IN ACCORDANCE WITH RECORD
REQUIREMENTS.
b. ONCE A DEFINABLE AREA HAS BEEN FINALLY STABILIZED, THE CONTRACTOR SHALL MARK THIS ON THE SWPPP AND NO
FURTHER SWPPP OR INSPECTION REQUIREMENTS APPLY TO THAT PART OF THE SITE.
17. ACTIVITY LOG
A. THE CONTRACTOR SHALL RECORD AND MAINTAIN WITH THE SWPPP AN ACTIVITY LOG OF THE FOLLOWING:
a. START DATES OF MAJOR GRADING ACTIVITIES
b. TEMPORARY CEASE DATES OF PORTIONS OF THE SITE WHERE CONSTRUCTION HAS STOPPED FOR MORE THAN 14
DAYS.
c. START DATES WHEN STABILIZATION MEASURES ARE INITIATED.
18. RECORDS
A. AFTER RECEIVING FINAL APPROVAL AND AFTER FINAL STABILIZATION IS COMPLETE, THE CONTRACTOR SHALL SUPPLY
THE OWNER/OPERATOR WITH ALL SWPPP DOCUMENTATION.
B. THE OWNER/OPERATOR SHALL MAINTAIN ALL SWPPP DOCUMENTATION FOR A PERIOD OF 3 YEARS FOLLOWING FINAL
STABILIZATION.
19. SWPPP AMENDMENTS
A. THE CONTRACTOR SHALL AMEND THE SWPPP IN ACCORDANCE WITH THE REQUIREMENTS OF THE CGP WHEN:
a. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE AT THE CONSTRUCTION SITE THAT
WILL CAUSE OR HAVE THE POTENTIAL TO CAUSE OR CONTRIBUTE TO VIOLATIONS TO FDEP'S WATER QUALITY
STANDARCS.
b. INSPECTIONS BY SITE OR REGULATORY STAFF DETERMINE THAT THE SWPPP IS INEFFECTIVE.
c. INSPECTIONS REQUIRED MODIFIED OR ADDITIONAL BMP'S.
d. ALL SWPPP AMENDMENTS MUST BE IAW THE CGP AND COMPLETE WITH 7 CALENDAR DAYS OF INSPECTION.
B, ALL AMENDMENTS TO THE SWPPP MUST BE ACKNOWLEDGED BY CONTRACTORS AND SUBCONTRACTORS.
20. ADDITIONAL SWPPPS
A. FOR ANY STORM DRAINAGE OR OTHER DISCHARGE NOT SPECIFICALLY INCLUDED IN THIS SWPPP, THE CONTRACTOR
SHALL PREPARE, SUBMIT AND OBTAIN APPROVAL FOR A SEPARATE SWPPP TO COVER THE PROPOSED ACTIVITY PRIOR
TO ENGAGING IN THE PROPOSED ACTIVITY. THESE ACTIVITIES MAY INCLUDE BUT ARE NOT LIMITED TO DEDICATED
ASPHALT PLANTS, DEDICATED CONCRETE PLANTS, ETC.
B. THE CONTRACTOR SHALL ENSURE THAT ANY ADDITIONAL SWPPP'S DO NOT COMPROMISE OTHER RELATED SWPPP'S FOR
THE PROJECT.
21. INDUSTRIAL DISCHARGES
A. THIS SWPPP DOES NOT IN ANY WAY AUTHORIZE STORMWATER DISCHARGES FROM INDUSTRIAL ACTIVITY.
22. NOTICE OF TERMINATION NOT
A. WITHIN 30 DAYS OF ACHIEVING FINAL STABILIZATION OF THE ENTIRE SITE, THE CONTRACTOR SHALL SUBMIT A NOTICE OF
TERMINATION IAW THE CGP REQUIREMENTS. FINAL STABILIZATION IS DEFINED AS A MINIMUM OF 70% PERMANENT COVER
ON 100% OF THE SITE.
ISSUED FOR CONSTRUCTION SITE STRUCTURAL 01 FEB 2012
rem �~
1 1 1 E llllli'
SEAL
a
n.
w
r
0
z
0
a_
U
ul
Y
(V
U-)co
N zz 0 p
m z`n oP°z
w UX z0 af w ww
�o U� m_j
x �x Z�
U r
}- _lam Z� w�
0 co o� o� LLw
w
a
m °`— 22
Y OJ zz
C) ? do ww
m J J
m ❑ w wLL
❑ w ¢
U
cl)
cn cn m a ~ w in
N
00 ❑a' r°na z
a cn¢
w
w
Z U
U
z m o
L
❑ w c)
O z O co ¢cnz
o
O Jozo
Z m.` z � �/j `l w
w Of
w aY¢
�� "'max
Cf Co NNu� cgs
J
U
U)
Q
w
w
ri)
O
z
Z
O
F
U
J
O
z
w
(
I—
CL
O
co
Z
O
ti
O
z
0)
ca
a
(0
It
o
0
U)
z_
W
C
❑
IL
U)
o
U)
SHEET
IDENTIFICATION
C730

1
2
Ell
5
i
DEWATERING NOTES
1. THE DESIGN, ADEQUACY AND OPERATION OF ANY AND ALL DEWATERING ACTIVITIES IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
2. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES, RIGHTS OF WAYS, NATURAL AREAS AND EXISTING UTILITY
SYSTEMS FROM EROSION AND SEDIMENTATION ASSOCIATED WITH DEWATERING ACTIVITIES.
3. DEWATERING DISCHARGES SHALL ALWAYS BE DIRECTED THROUGH SUITABLE BEST MANAGEMENT PRACTICE (BMP) SUCH
AS SEDIMENT TRAPPING DEWATERING BAG.
STANDARD NOTES
1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE
COMPLETED WITHIN SEVEN (7) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES,
DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND FOURTEEN DAYS
(14) AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE.
A. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS
STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL.
B. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH -DISTURBING
ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED
ON THAT PORTION OF THE SITE.
2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS
IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON
AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE.
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING
UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING
IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY
SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL
DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM
CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
PAVEMENT, AS MAY BE REQUIRED.
6. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT
WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR STABLE
OUTLETS.
7. ALL WATERS OF THE STATE, INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FJELD. A
DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN
THE DISTURBED AREA AND ALL WATERS OF THE STATE. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST
ROW OF SILT FENCE AND ALL WATERS OF THE STATE.
8. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH
AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM
WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORNA WATER DISCHARGES.
PERMANENT STORMWATER MANAGEMENT MAINTENANCE PLAN
1. PRIOR TO FINAL ACCEPTANCE, MAINTENANCE OF ALL PERMANENT STORMWATEF. MANAGEMENT STRUCTURES IS THE
RESPONSIBILITY OF THE CONTRACTOR.
2. EXCEPT AS OTHERWISE CONTRACTED OR AS SPECIFIED FOR WARRANTY, MAINTENANCE OF ALL PERMANENT STORMWATER
MANAGEMENT STRUCTURES AFTER FINAL ACCEPTANCE IS THE RESPONSIBILITY OF THE OWNER.
3. IN ADDITION TO MAINTENANCE REQUIRED DURING CONSTRUCTION AS INDICATEDAND SPECIFIED ELSEWHERE, PERMANENT
STORMWATER MANAGEMENT STRUCTURE MAINTENANCE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS SO AS TO
PREVENT EROSION BY WIND OR PRECIPITATION:
A. VEGETATED AREAS (TURF/PLANTING BEDS/PLANTS/TREES/SHRUBBERY)
a. ALL VEGETATED AREAS SHALL BE PROPERLY MAINTAINED BY MOWING, PRUNING, WATERING, FERTILIZING AND AS
OTHERWISE REQUIRED TO MAINTAIN FULL AND HEALTHY VEGETATION.
b. ALL PLANTING BEDS WITH MULCH SHALL BE PROPERLY MAINTAINED BY THE REPLACEMENT OF MULCH AS
OTHERWISE REQUIRED TO MAINTAIN COMPLETE COVERAGE OF THE BED(S).
c. AREAS OF PLANTS THAT DIE OR SUBSIDE SHALL BE REPLACED AS NEEDED.
d. VEGETATED AREAS SHALL BE REGULARLY CLEANED OF LITTER, DEBRIS AND OTHER REFUSE THAT MAY POLLUTE
SURROUNDING PONDS, INFRASTRUCTURE OR NATURAL AREAS.
e. INSPECTION AND CLEANING INTERVALS SHALL MATCH MOWING INTERVALS BUT SHALL NOT EXCEED ONCE PER
MONTH.
B. PAVEMENTS/IMPERVIOUS SURFACES
a. ALL PAVEMENT DISTRESSES SUCH AS POTHOLES, CRACKING OR OTHER FAILURE SHALL BE PATCHED TO PREVENT
EROSION OF UNDERLYING SOILS.
b. EXCESSIVE PETROLEUM PRODUCE BUILDUP OR OTHER CHEMICAL BUILDUP OR SPILL SHALL BE CLEANED TO
PREVENT MIGRATION TO SURROUNDING WATER BODIES OR STORM DRAINAGE SYSTEMS.
c. PAVED AREAS SHALL BE REGULARLY CLEANED OF LITTER, DEBRIS AND OTHER REFUSE THAT MAY POLLUTE
SURROUND PONDS, INFRASTRUCTURE OR NATURAL AREAS.
d. INSPECTION AND CLEANING INTERVALS SHALL MATCH MOWING INTERVALS BUT SHALL NOT EXCEED ONCE PER
MONTH.
C. STORM DRAINAGE STRUCTURES & PIPING
a. ALL STORM DRAINAGE STRUCTURES (CATCH BASINS, CURB INLETS, MANHOLES, FLUMES, JUNCTION BOXES, ETC..)
AND PIPING SHALL BE VISUALLY INSPECTED REGULARLY CLEANED OF LITTER, DEBRIS, SEDIMENT AND OTHER
REFUSE THAT MAY POLLUTE SURROUND PONDS, INFRASTRUCTURE OR NATURAL AREAS. INSPECTION SHALL
INCLUDE BASIN OUTFALL STRUCTURE PIPING TO ENSURE IT IS CLEAR OF DEBRIS OR SEDIMENT AND FUNCTIONING
PROPERLY.
b. EXCESSIVE BUILDUP OF SEDIMENT OR NOTICEABLE DECREASE IN FLOW MAY INDICATE A BLOCKAGE OR PIPE
FAILURE. IN THIS CASE, INSPECT FULL LENGTHS OF PIPE RUNS FOR FAILURE OR BLOCKAGE AND CLEAN OR REPAIR
ACCORDINGLY.
c. INSPECTION AND CLEANING INTERVALS SHALL NOT EXCEED ONCE PER YEAR,
D. SLOPES
a. SLOPES OR BANKS SHALL BE INSPECTED, MAINTAINED AND REPAIRED AS NOTED FOR THE SURFACE TYPE NOTED
ABOVE.
E. INFILTRATION BASINS
a. OUTLET STRUCTURES AND PIES SHALL BE KEPT CLEAN, FREE FROM OBSTRUCTIONS AND IN GOOD WORKING
ORDER AT ALL TIMES.
b. REMOVE ALL LITTER AND DEBRIS AND OTHER REFUSE THAT MAY POLLUTE SURROUNDING PONDS,
INFRASTRUCTURE, OR NATURAL AREAS OR THAT MAY PREVENT OUTLET STRUCTURES FROM FUNCTIONING
PROPERLY.
c. MAINTAIN INFILTRATION BASIN PERIMETERS, INCLUDING SIDE SLOPES, BERMS AND SURROUNDING AREAS AS
SPECIFIED ABOVE FOR VEGETATED AREAS AND PAVEMENTS.
d. MAINTAIN BOTTOMS IN KEEPING WITH THE SAND MATERIAL SPECIFIED FOR THE INFILTRATION BASIN BOTTOMS.
e. REMOVE SEDIMENT BUILDUPS FORM INFILTRATION BASIN BOTTOMS AS NECESSARY.
f. INSPECTION AND CLEANING INTERVALS SHALL NOT EXCEED ONCE PER MONTH.
F. DISCHARGE POINTS & ENERGY DISSIPATERS
a. VEGETATED DISCHARGE LOCATIONS SHALL BE MAINTAINED WITH HEALTHY VEGETATION AS NOTED ABOVE FOR
TURF.
b. ENERGY DISSIPATERS SHALL BE REPAIRED WHEN NEEDED.
c. DISCHARGE POINTS AND ENERGY DISSIPATERS SHALL BE REGULARLY CLEANED OF LITTER, DEBRIS AND OTHER
REFUSE THAT MAY POLLUTE SURROUND PONDS, INFRASTRUCTURE OR NATURAL AREAS.
d. INSPECTION, CLEANING, AND REPAIR INTERVALS SHALL NOT EXCEED ONCE PER YEAR.
NCDNNR LAND QUALITY SELF -INSPECTION REQUIREMENTS
1. EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTION LAND -DISTURBING ACTIVITIES LARGER THAN 1 ACRE MUST
INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING.
2. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING SEDIMENTATION CONTROL BASINS,
SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS,
ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE
FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS MUST BE INSPECTED.
3, TEMPORARY OR PERMANENT GROUND COVER MUST BE PROVIDED ON EXPOSED GRADED SLOPES AND FILLS WITHIN
7 CALENDAR DAYS OF THE COMPLETION OF A PHASE OF GRADING. PERMANENT GROUND COVER MUST BE PROVIDED
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (60 DAYS IN HQW ZONES), WHICHEVER TERM IS SHORTER, UPON
THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
4. ACTUAL DIMENSIONS OF THE SEDIMENTATION CONTROL BASINS HAVE TO BE CHECKED, USUALLY WITH A TAPE
MEASURE, AND COMPARED TO THE DIMENSIONS OF THE APPROVED PLAN.
5. IF THE APPROVED EROSION AND SEDIMENTATION PLAN CANNOT BE FOLLOWED, A REVISED PLAN SHOULD BE
SUBMITTED FOR REVIEW. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF AN
EROSION OR SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED
6. SELF INSPECTION REPORTS
A. A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1" IS AVAILABLE
FOR USE AT:
http://www.dlr.enr.state.nc.us/pages/Sediment%20-%2OSelf-Inspection°/420201009101New%20Self%201nspection%20FAQ.pdf.
IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET.
B. AN ALTERNATE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. RULE 15A NCAC 04B.0131 STATES THAT 11...
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN
ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND
SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN."
C. REPORTS ARE TO BE COMPLETED AFTER EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS COMPLETE AS FOLLOWS:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
b'. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
c. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
d. INSTALLATION OF STORM DRAINAGE FACILITIES;
e. COMPLETION OF CONSTRUCTION OR DEVELOPMENT;
f. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
D. THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT THE SITE. ANY
DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON
THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE.
STORMWATER AS -BUILT REQUIREMENTS FORT BRAGG IDG
FORT BRAGG INSTALLATION DESIGN GUIDE - SECTION 3.1.16 MAPPING AND UTILITIES.
PLANS SHALL BE PREPARED ACCORDING TO THE FOLLOWING SPECIFICATsONS.
SPECIAL REQUIREMENTS FOR SITE WORK (DESIGN AND AS -BUILT PREPARATION):
a. A SINGLE MAP OF THE ENTIRE SITE SHALL BE PREPARED INDICATING THE EXISTING SITE CONDITIONS AND REQUIRED
DEMOLITIONS.
b. A SINGLE MAP INDICATING PROPOSED UTILITIES AND OTHER CONSTRUCTIONS TO INCLUDE THE FOOTPRINT OF
STRUCTURES, PAVING (INCLUDING CURBING), SIDEWALKS, AND OTHER RELEVANT PLANIMETRIC FEATURES.
c. THE MAP WILL BE REGISTERED TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM - ZONE 3200 - NAD83 -
U.S. SURVEY FEET. ELEVATION UNITS WILL BE MSL GRS80 U.S. SURVEY FEET.
d. DUE NORTH ON THE MAP WILL BE AS VIEWED FROM THE BOTTOM OF THE MAP. ROTATION AND TRANSLATION OF
COORDINATE SYSTEMS WILL NOT BE ALLOWED NOR WILL ORIENTATION TO MAGNETIC NORTH. THE MICROSTATION
VIEW MAY BE ROTATED FOR PLOTTING PURPOSES BUT THE ORIENTATION OF THE MAP MUST BE GEOGRAPHICALLY
CORRECT WHEN SELECTING'TOP VIEW' IN MICROSTATION.
e. THE MAP WILL CONTAIN A LABELED COORDINATE GRID WITH SPACING APPROPRIATE TO THE MAP EXTENTS. FOR
INSTANCE, A MAP SCALE OF 1"=30' WILL HAVE COORDINATES LABELED AT 100' INTERVALS NORTH/SOUTH AND
EAST/WEST.
f. ALL UTILITIES ON THE MAP WILL BE CLEARLY LABELED AS TO SIZE AND MATERIAL. WHERE UTILITIES ARE TO BE
ENCLOSED IN CONDUITS OR DUCT WORK, A SECTION OF THE DUCT WILL BE SHOWN CLEARLY INDICATING THE
DIMENSIONS AND MATERIAL OF THE DUCT, THE CONTENTS OF THE DUCT SUCH AS WIRE SIZE AND TYPE OF
CONDUCTOR, WHETHER CONDUCTOR IS PRIMARY OR NEUTRAL, NUMBER OF CONDUCTORS, HOT WATER SUPPLY OR
RETURN, PIPE SIZE, INSULATION TYPE AND THICKNESS, ETC.
g. THE MAP WILL SHOW THE INVERT AND RIM ELEVATION OF ALL MANHOLES AS WELL AS THE INVERT OF EACH PIPE
JOINING A MANHOLE AND THE INVERT AND CHARACTER OF ALL OUTFALLS.
NCDENR LAND QUALITY SECTION
EROSION AND SEDIMENTATION CONTROL PLAN APPLICATION CHECKLIST
EROSION & SEDIMENTATION CONTROL PLAN APPLICATION CHECKLIST
THE FOLLOWING ITEMS SHALL BE INCORPORATED WITH RESPECT TO SPECIFIC SITE CONDITIONS, IN AN EROSION & SEDIMENT CONTROL PLAN:
LOCATION INFORMATION
X PROJECT LOCATION (ROADS, STREETS, LANDMARKS)
X NORTH ARROW AND SCALE
GENERAL SITE FEATURES (PLAN ELEMENTS)
X LEGEND: NORTH ARROW, SCALE, ETC.
X PROPERTY LINES
X EXISTING CONTOURS (TOPOGRAPHIC LINES)
X PROPOSED CONTOURS
X LIMITS OF DISTURBED AREA (PROVIDE ACREAGE TOTAL, DELINEATE LIMITS, AND LABEL)
X PLANNED AND EXISTING BUILDING LOCATIONS AND ELEVATIONS
X PLANNED & EXISTING ROAD LOCATIONS & ELEVATIONS
X LOT AND/OR BUILDING NUMBERS
N A GEOLOGIC FEATURES: ROCK OUTCROPS, SEEPS, SPRINGS, WETLAND AND THEIR LIMITS, STREAMS, LAKES, PONDS, DAMS, ETC.
N A EASEMENTS AND DRAINAGEWAYS
N A PROFILES OF STREETS, UTILITIES, DITCHLINES, ETC.
A
a STOCKPILED TOPSOIL OR SUBSOIL LOCATIONS
IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW
OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND -DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS
REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. IF THE
LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL
BE CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THRU THE SEDIMENTATION POLLUTION
CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH THE MINING ACT.
STREAM DISTURBANCE OVER 150 LINEAR FEET MAY REQUIRE 401 WATER QUALITY CERTIFICATION VIA THE DIVISION OF WATER QUALITY
EROSION CONTROL MEASURES (ON PLAN)
X LEGEND
X LOCATION OF TEMPORARY MEASURES
X LOCATION OF PERMANENT MEASURES
_x_ CONSTRUCTION DRAWINGS AND DETAILS FOR TEMPORARY AND PERMANENT MEASURES
_x MAINTENANCE REQUIREMENTS OF MEASURES
CONTACT PERSON RESPONSIBLE FOR MAINTENANCE
SITE DRAINAGE FEATURES
X EXISTING AND PLANNED DRAINAGE PATTERNS (INCLUDE OFF -SITE AREAS THAT DRAIN THROUGH PROJECT)
METHOD OF DETERMINATION OF AND CALCULATIONS FOR ACREAGE OF LAND BEING DISTURBED
x SIZE AND LOCATION OF CULVERTS AND SEWERS
SOIL INFORMATION: TYPE, SPECIAL CHARACTERISTICS
SOIL INFORMATION BELOW CULVERT STORM OUTLETS
NAME AND CLASSIFICATION OF RECEIVING WATER COURSE OR NAME 01:: MUNICIPAL OPERATOR (ONLY WHERE STORMWATER DISCHARGES
ARE TO OCCUR)
UPDATED 8/04
STORMWATER CALCULATIONS
-
X PRE -CONSTRUCTION RUNOFF CALCULATIONS FOR EACH OUTLET FROM THE SITE (AT PEAK DISCHARGE POINTS)
X DESIGN CALCULATIONS FOR PEAK DISCHARGES OF RUNOFF (INCLUDING THE CONSTRUCTION PHASE & THE FINAL RUNOFF COEFFICIENTS
OF THE SITE)
X DESIGN CALCS OF CULVERTS AND STORM SEWERS
DISCHARGE AND VELOCITY CALCULATIONS FOR OPEN CHANNEL AND DITCH FLOWS (EASEMENT & RIGHT-OF-WAYS)
Q A DESIGN CALCS OF CROSS SECTIONS AND METHOD OF STABILIZATION CF EXISTING AND PLANNED CHANNELS (INCLUDE: TEMPORARY
LININGS)
X DESIGN CALCS AND CONSTRUCTION DETAILS OF ENERGY DISSIPATERS BELOW CULVERT AND STORM SEWER OUTLETS (DIAMETERS &
APRON DIMENSIONS)
X DESIGN CALCS AND DIMENSION OF SEDIMENT BASINS
X SURFACE AREA AND SETTLING EFFICIENCY INFORMATION FOR PROPOSED SEDIMENT TRAPS AND/OR BASINS
VEGETATIVE STABILIZATION
N A AREA & ACREAGE TO BE VEGETATIVELY STABILIZED
METHOD OF SOIL PREPARATION
SEED TYPE & RATES (TEMPORARY & PERMANENT)
FERTILIZER TYPE AND RATES
MULCH TYPE AND RATES
NOTE: PLAN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS
(WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL CONSTRUCTION
OR DEVELOPMENT
FINANCIAL RESPONSIBILITY;OWNERSHIP FORM
X COMPLETED, SIGNED & NOTARIZED FR/O FORM
X ACCURATE APPLICATION FEE ($50.00 PER ACRE ROUNDED UP THE NEXT ACRE WITH NO CEILING AMOUNT)
CERTIFICATE OF ASSUMED NAME, IF THE OWNER IS A PARTNERSHIP
NAME OF REGISTERED AGENT (IF APPLICABLE)
COPY OF THE MOST CURRENT DEED FOR THE SITE
NOTE: FOR THE EXPRESS PERMITTING OPTION, INQUIRE AT THE LOCAL REGIONAL OFFICE FOR AVAILABILITY.
NARRATIVE AND CONSTRUCTION SEQUENCE
X NARRATIVE DESCRIBING THE NATURE & PURPOSE OF THE CONSTRUCTION ACTIVITY
X CONSTRUCTION SEQUENCE RELATED TO EROSION AND SEDIMENT CONTROL (INCLUDING INSTALLATION OF CRITICAL MEASURES PRIOR TO
THE INITIATION OF THE LAND -DISTURBING ACTIVITY & REMOVAL OF MEASURES AFTER AREAS THEY SERVE ARE PERMANENTLY STABILIZED)
BID SPECIFICATIONS RELATED ONLY TO EROSION CONTROL
ISSUED FOR CONSTRUCTION SITE STRUCTURAL 01 FEB 2012
� s�ALJ
a
a
w
r
a
z
0
a
cc
U
co
w
dw
a
N Zii "O
ZT a
w px zo a°
Z
w m Fo ww
o rz 0�
U F
x �x zLu
Lu
F _,� z—w{—
Aoo) �w
or �2
ON Z
`V Z
J
0 a- C)
} ff1 � J
m w Luj
J
U
w
cz7 mod "'
z c C o wwN 7 Da J NZ
00 0¢ via a. Ina
w
w
Z U
0
Lu co a
O O
V) C6 C)
cn Z ¢c~nz
Z_ _ S0 Quo
Z Z� N`1cn
W
J 7 mw r,,InQ
Q000 J04U
J
L
w
H
O
Z
O_
z
Z
�
O
f
Z
Q
O
u)
z
m
a
O
O
U
O
w
_
d
o
a.
U
O
U)
SHEET
IDENTIFICATION
C731