SW6120106_APPROVED PLANS_20120302

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW49�9&
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

FORT, BRAGG NORTH CAROLINA
CONTRACT No. W912HNm07vmDm0003
'TASK ORDER NO. 0013
INDEX OF DRAWINGS STANDARD ABBREVIATIONS
SHECT TITLE
NUMBER
1 G-000 COVER SHEET INDEX _
2 G-001 VICINITY MAP rn
3 C-00 EXISTING CONDITIONS A
CU. Ff.,CF. CUBIC FEET H
4 C-002 DEMOLITION PLAN A.C. AIR CONDITIONED D H. HIGH
A.C.M. ASBESTOS CONTAINING MATERIAL H.B. HOSE BIBB
C-100 SITE PLAN T
A.D. AREA DRAIN DE. DETAIL
C-101 LANDSCAPE PLANBOVE FINISH FLOOR DIA. DIAMETER H.C. HOLLOW CORE
A.F.F.AFr
7 C-200 EROSION CONTROL PLAN A.H.U. folk HANDLING UNIT DIFF. DIFFUSER HT. HEIGHT
8 C-300 GRADING PLAN ALT, k'_TERNATE DIM. DIMENSION H.M. HOLLOW METAL
9 C-301 PERMANENT BASIN ENLARGEMENT ALUM. r.LUMINUM DISC. DISCONNECT H.P. HORSE POWER
AMP,A ,.`a 'EKES HR. HOUR
AMP.
,A C-302 FIELD CROSS SECTION DN. DOWN
11 C-303 STORM PROFILE AA, PCCESS OPENING DR. DOOR HTG. HEATING
12 C-400 UTILITY PLAN APPROX. kPPROXIMATELY D.S. DOWNSPOUT HTR. HEATER
13 C-500 SITE DETAILS ARCH. ARCHITECTURAL DWG. (S) DRAWING (S) HVAC HEATING, VENTILK ON & AIR CONDITIONING
14 C-501 EROSION CONTROL DETAILS A. T. `LCOUSTICAL TILE CEILING DSB DOUBLE STRENGTH "B" GLASS HW., HDWE. HARDWARE
15 C-502 STORM DETAILS A.B. ANCHOR BOLT HYD. HYDRANT
16 C-503 STORM DETAILS E B a EACH HORIZ. HORIZONTAL
17 C-504 SYNTHETIC FIELD DETAILS BAL. BALANCE 1E.C. EMPTY CONDUIT I
18 C-505 MISCELLANEOUS CIVIL DETAILS BD. BOARD E.F. EXHAUST FAN I.D. INSIDE DIAMETER
19 C-506 FITNESS EQUIPMENT DETAILS BLDG, Fii�IDlNG EL., ELEV. ELEVATION I.E. INVERT
0 20 C-507 EROSION CONTROL BASIN MAP BLK. BLOCK ELEC. ELECTRIC IN. INCHES
21 C-508 PRE —DEVELOPMENT BASIN MAP BM, B EQUIP. EQUIPMENT INCAND. INCANDESCENT
CD 22 C-509 POST —DEVELOPMENT BASIN MAP BOT. BOTTaM INSUL. INSULATION
E.W. EACH WAY
00 BRG. :SEARING W.C. ELECTRIC WATER COOLER INT. INTERIOR
In
I2 B.T.U.H. BRITISH THERMO U'NTf/HR. XH. EXHAUST J
P. JT. EXPANSION JOINT J.B. JUNCTION BOX
~ CAB. CABINET XT, EXTERIOR JCT. JUNCTION
Z - CAP. CAPACITY EXIST. EXISTING JT. JOINT
0 C/B CIRCUIT BREAKER K
co F
0 C.D. CEILING DIFFUSER F FIRE ALARM KVA KILOVOLT AMPERE
CEM. CEMENT F FLEXIBLE CONNECTION KW. KILOWATT
CER. vERAM IC
F,D. FLOOR DRAIN
C.F.M. CUBIC FEET/MINUTE L
o FIRE EXTINGUISHER
CIRC, CIRCULATING LB. POUND
C.J. CONTROL JOINT F. C. FIRE EXTINGUISHER CABINET LG. LONG
FI . FINISH
CK'D CHECKERED L.P. LIGHTING PANEL
o F FLOOR
CKT. CIRCUIT FRAME LTG. LIGHTING
0
C.L. CENTER LINE FT FOOT —FEET LAV. LAVATORY
0
0 CIEL.,CLG. CEILING
FT . FOOTING
CLO. CLOSET
N. FOUNDATIONmD
C.M.U. CONCRETE MASONRY UNIT G .
M. MOTOR
cn C.O. CLEAN OUT GA. GAGE MAfNT. MAINTENANCE
COL, COLUMN GAL, GALLON MAX. MAXIMUM
~ CONC. CONCRETE GALV. GALVANIZED M.D.P. MAIN DISTRIBUTION PANEL
COND. CONDENSATE MECH. MECHANICAL
.� G.F.E. GOVERNMENT FURNISHED EQUIPMENT MTL. METAL
aCONN. CONNECTION
GL. GLASS
MIN. MINIMUM
CONST. CONSTRUCTION
GND. GROUND
a MISC. MISCELLANEOUS
CONT. CONTINUOUS
GOV'T GOVERNMENT
CONT'R. CONTRACTOR M.O. MASONRY OPENING
L CID TRUST- INTEGRITY- QUALITY G.P.H. GALLONS/HOUR M.T. METAL THRESHOLD
CONTR. JT. CONTRACTION JOINT G.P.M. GALLONS/MINUTE
L MTD. MOUNTED
`` 6302 FAIRVIEW ROAD #600 PHONE: [phone] C.T. CERAMIC TILE GR. GRILLE MTG. MOUNTING
CHARLOTTE, NC 28210 FAX: [phone] C.F.B. CERAMIC TILE BASE G.W.B. GYPSUM WALL BOARD M.V. MECHANICAL VENTILATION
a E—MAIL: [e-mail] WEB SITE: WWW.ZAPATAINC.COM C. TO C. CENTER TO CENTER GYP. GYPSUM
M.G.T.
MATTE GLAZE TILE
S
N
S.
SUPPLY
N.A.
NOT APPLICABLE
S.A.
SUPPLY AIR
N.I.C.
NOT IN CONTRACT
SCH.
SCHEDULE
NO., #
NUMBER
SECT.
SECTION
SERV.
SERVICE
0
SHT.
SHEET
D.A.
OUTDOOR AIR
S.J.
SLIP JOINT
O.C.
ON CENTER
SPEC.
SPECIFICATIONS
O.D.
OUTSIDE DIAMETER
SQ. FT., SF
SQUARE FEET
O.H.
OVERHEAD
STL.
STEEL
OL.
OVERLOAD
STOR.
STORAGE
OPNG,
OPENING
STRUC.
STRUCTURAL
OPP.
OPPOSITE
SUSP.
SUSPENDED
O.S.D.
OPEN SIGHT DRAIN
SW.
SWITCH
P
STD.
STANDARD
P.
PAPER
T
PART'N.
PARTITION
T., TOIL.
TOILET
PER.
PERIMETER
TEL,
TELEPHONE
PL.
PLATE
TEMP.
TEMPERATURE
PLBG.
PLUMBING
THK.
THICKNESS
PLYD.
PLYWOOD
THD.
THRESHOLD
PNL.
PANEL
TYP.
TYPICAL
PRESS.
PRESSURE
T.T.D.
TOILET TISSUE DISPENSER
PSF
POUNDS / SQUARE FOOT
T.O.S.
TOP OF STEEL
PSI
POUNDS / SQUARE INCH
T & G
TONGUE & GROOVE
PSIG
POUNDS / SQUARE INCH GAGE
TR.
TREAD
PT.
POINT
PTD.
PAINTED
U
P.T.D.
PAPER TOWEL DISPENSER
U.O.N.
UNLESS OTHERWISE NOTED
Q
QTR.
QUARTER
V
QUAN.
QUANTITY
V.
VOLT
R
V.C.T.
VINYL COMPOSITION TILE
R.
RISER
VENT.
VENTILATION
R.A.
RETURN AIR
VERT.
VERTICAL
RAD.
RADIUS
VTR.
VENT THRU ROOF
RD.
ROUND
REC'D.
RECESSED
W
RECIRC.
RECIRCULATING
W.
WATT
RECP.
RECEPTACLE
W/
WITH
REG.
REGISTER
WD.
WOOD
REINF.
REINFORCING
W.G.
WATER GAGE
REQ'D.
REQUIRED
WP.
WEATHERPROOF
RET.
RETURN
WTR.
WATER
R.G.
RETURN GRILLE
W.W.F.
WELDED WIRE FABRIC
RM.
ROOM
W.C.
WATER CLOSET
R.O.
ROUGH OPENING
W.H.
WATER HEATER
R.P.M. REVOLUTIONS / MINUTE
1. COVE
CHIEF, CONSTI
CHIEF ENVIRC
CHIEF, FACILIT
CHIEF. FIRE PH

LANDFILL DISPOSAL INSTRUCTIONS
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---------- INSTALLATION BOUNDARIES 0 0 0 0 0 APPROVED HAUL ROUTE
2500 0 2500 5000
APPROXIMATE SCALE 1 "=2500'
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1. FORT BRAGG HAS TWO NON -HAZARDOUS SOLID WASTE FACILITIES, WHICH ARE PERMITTED BY THE NOR
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). A CONSTRUCTION AND DEMOLITION L
LANDFILL, PERMIT NO. 26-08 AND A MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION, PERMIT N0, 26-
TRANSFER OF MSW OFF FORT BRAGG TO A PERMITTED LANDFILL. THE PERMITTED FACILITIES ARE LOCATE[
ROAD, BETWEEN LONGSTREET AND MCKELLAR ROADS, WITHIN FORT BRAGG'S CANTONMENT AREA. ENTRANCI
IS LOCATED ON LONGSTREET ROAD BEFORE THE ACCESS CONTROL POINT. THE SOLID WASTE FACILITIES A{
FORT BRAGG, POPE AIR FORCE BASE, AND CAMP MACKALL.
2. THE C&D LANDFILL IS PERMITTED TO RECEIVE LAND CLEARING DEBRIS, CONSTRUCTION AND DEMOLITIOP
ASBESTOS CONTAINING MATERIALS (ACM) GENERATED ON FORT BRAGG, THIS INCLUDES NON -HAZARDOUS 1
GENERATED AT LAND CLEARING SITES AND CONSTRUCTION SITES SUCH AS, DIRT CLEARED FROM LAND CLEF
BRICKS, AND CONCRETE, PAINTED AND TREATED WOOD, INCIDENTAL SCRAP METALS, TREATED WOOD, PACKk
SHINGLES, EMPTY METAL CANS, AND WALL BOARD. ACM IS DISPOSED IN A DESIGNATED CELL WITHIN THE C
LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR CONTAINED AND WITH MANY
BEFORE ACCEPTANCE THE WASTE BEFORE PLACING INTO THE C&D LANDFILL. YARD WASTE IS NOT ALLOWE
LANDFILL.
3. THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW, WHICH INCLUDES; GARBAGE, PAPER, PLASTIC AND
FROM SUPPORT ACTIVITIES, TROOP BARRACKS AND MOTOR POOLS AND FAMILY HOUSING. THE MSW IS PRE
SHIPMENT AND IS TRANSPORTED TO AN APPROVED AND PERMITTED LANDFILL OFF FORT BRAGG. YARD WA!
IN THE WTS.
4. CONCRETE AND ASPHALT SHALL NOT BE MIXED WITH DEBRIS AND BE FREE OF ASBESTOS AND LEAD E
SHALL BE CUT CLOSE TO THE CONCRETE. DIRT SHOULD BE MINIMAL WITH -IN THE CONCRETE AND ASPHAI
ASPHALT SHALL BE STOCKPILED AT THE DESIGNATED RECYCLING SITE AT THE LANDFILL FACILITY.
5. TREE AND YARD WASTE SHALL NOT BE MIXED TOGETHER, TREE AND YARD WASTE SHALL BE FREE OF
(BAGS, BOTTLES, CANS, PLASTIC, PAPER, ETC.). TREE WASTE WHICH INCLUDES, TREES, LIMBS, AND STUMPS
BE CUT IN MANAGEABLE LENGTHS (6'), STUMPS (TREE CUT LOW TO THE BASE), AND LARGE DIAMETER THE
IN 3 FOOT PIECES. TREE WASTE SHALL BE STOCKPILED AT THE DESIGNATED RECYCLING SITE AT THE LANDI
WASTE WHICH INCLUDES PINE NEEDLES, PINE CONES, LEAVES, AND GRASS CLIPPINGS SHALL BE PLACED X
RECYCLING SITE AT THE LANDFILL FACILITY.
6. TIRES ARE PROHIBITED FROM BEING DISPOSED OF IN THE C&D LANDFILL AND IN THE WTS.
7. PALLETS ARE PROHIBITED FROM BEING DISPOSED OF IN THE C&D LANDFILL AND IN THE WTS. PALLET
RECYCLED OR RE -USED. PALLETS CAN BE PLACED AT THE DESIGNATED RECYCLING SITE AT THE LANDFILL
8. HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED OF IN THE C&D LANDF
9. APPLIANCES/WHITE GOODS, WHICH INCLUDE ITEMS SUCH AS; WASHERS, DRYERS, REFRIGERATORS, AND
ARE BANNED FROM THE C&D LANDFILLS AND THE WTS AND SHALL BE DISPOSED THROUGH THE PRIME COI
OFF -POST SALVAGE COMPANY OR THROUGH DEFENSE REUTILIZATION AND MARKETING OFFICE (DRMO). FREO
CONTAINING ITEMS" SHALL BE REMOVED BY CERTIFIED PERSONNEL AND DOCUMENTED.
10. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE C&D LANDFILL,
AREAS. ALL LANDFILL USERS WILL RECYCLE TO THE MAXIMUM EXTENT POSSIBLE. FORT BRAGG'S LANDFILL
NC REGULATIONS REQUIRE A MINIMUM OF 40% DIVERSION ANNUALLY.
11. A "LANDFILL USAGE CODE" IS REQUIRED TO ENTER THE LANDFILL. OBTAIN AN "APPLICATION FOR LAN
PERMi"'' THROUGH YOUR GOVERNMENT REPRESENTATIVE. APPROVAL AND ISSUED OF THE PERMIT IS FROM
WASTE/RECYCLING SECTION OF THE DIRECTORATE OF PUBLIC WORKS ENVIRONMENTAL DIVISION PHONE NUMI
396--3372/396-5323. VISIT THE ENVIRONMENTAL WEB SITE, WWW.BRAGG.ARMY.MIL/ENVBR, SOLID WASTE P
GUIDANCE AND TO VIEW THE "SOLID WASTE TRAINING FOR FORT BRAGG LANDFILL USERS" POWER POINT PR
12. STATE LAW AND POST REGULATIONS REQUIRE COVERING OF LOADS TO PREVENT LITTER. 15A NORTH
ADMINISTRATIVE CODE 13B.0105(D) STATES: "VEHICLES TRANSPORTING WASTE SHALL BE LOADED AND MOVE[
MANNER THAT THE CONTENTS WILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED WHEN NECESSARY
BLOWING MATERIAL." IF A SPILL OCCURS, THE TRANSPORTER SHALL PICK UP THE MATERIAL IMMEDIATELY,
VEHICLE AND THE AREA PROPERLY CLEANED -UP."
13. PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORT
LANDFILLS, AND SHALL COMPLY WITH ALL GUIDANCE WITHIN THIS DOCUMENT AND OTHER APPLICABLE FORT
AND POLICIES. THE LOADS COMING INTO THE C&D LANDFILL AND WTS ARE SUBJECT TO INSPECTION AND
LANDFILL OPERATORS AND/OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL TO ENSURE COMPLIAI
MAINTAINED. NON -COMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP AND THE VEHICLES MAY BE QUARAI
TO STATE NOTIFICATION.
Z PATA
TRUST- INTEGRITY- QUALITY
6302 FAIRVIEW ROAD #600 PHONE: [phone]
CHARLOTTE, NC 28210 FAX: [phone]
E-MAIL: ZAPATAOZAPATAINC.COM WEB SITE: WWW.ZAPATAINC.COM
I
3
G i
r
�d6�Eliltl:4e.
VICINITY MAP
1 01/03/12 REVISION PER DP'
REVISION DATE DESCRIPTION
DIRECTORATE OF PUBLIC'
PROJECT MANAGEMENT BRr
FORT BRAGG, NORTH CARC
SCOPE
RENOVATE TOWLE STA
TRACK AND FIELD
WORK REQUEST NO.4283
FORT BRAGG NORTH CAROLIP
VICINITY MAP
SCALE: AS SHOWN DRAWN BY: RSW SPEC. NO.
SHEET NUMBER DRAWING NUMBI
G-001 DPW 70
FILENAME:1358 G001 VICM.dwg
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1'1
EL \
CT.
B
O \ \ \ \\ \ \\ \ 11
BOX
FH\ \
ELECT. \ \ 1
RP MH=31D.5� ` BOX \ \
\ \
IN1 k- 308.10 \ \ \ \
�, \\ \\ \ \1
\1 Irl\1'1�\ INV.DUTr3T8. P \ , \\ \\\\ ` _ TOP DI=307.15' \ \\\
\\ \ 1 1 + \ Qi 18 R 181 \ \ 18 RCP OUT 301.45'
TOP D1=319.79 \ \
307.09 \ \ 1 \ \ \ 1 ` + \\ \ 1\ \ \ 1
T P I=30\7.2�?
\o\\
\ \ 1
\GV
\ SP \\
r I r TOP DI=320.36' / ', / . . \ \ \ \
1 I I I - / - , / OCONG \\ \ `\ `\ \ \ \\ \ \ \ 1 >y _a --.
OUT36"= 3t5.5fi' / / !/�� r= �'' ,'/ 3s"MCP
if i / i i / / I I /`^ ,' �/ --�.� \ ` \\ \\\\\'\\\\ `\ \II\ r \ EXISTING
SD 1 \ \\1 1\ \ J
1 \ \ \ \ \ 1 , I \ \ PARK NG,LOT
5o_� O \\\ \1 `\ 1 \\ `\\\
TOP+ D�=319.30' r ! ! i 1 r r '\ +1 `\, '\\\\\ '1 i v> _-\ Elm o
r r \\\ \ 1 1 ECT T.
t \ \ 1 \ + TOP "=j 319.99' + I 1 ! 1 \ �1 v% \ \ \ \ \ \ 1 \ r+ / \ GV�
TOP DI=319.85 \ + \ \ \ \ \ \ \ \ \ ' \ , ` \ `
IN36 =� 315.89 i I r r I ! \ f 1 \ \ \ \ \ \ \ \ \ ` r
" � r I OUT 36 = 314.05' \ \ \ \ \ \ \ F, , -� � EXISTING PA
1 !! r OUT36 = 315.89 ` I I I I �`\
o \ 1\ t\+yy� + y y iI \\\ r �� �\
+ + TOP MH=31:
"
1 1 1 1 1 \ 1 \y + ! yy y + I+ + y + yy yy y \4 I f I + \\ \\ '1 \\\\ `\`\\1 \\\', `\ / / - `\ ♦�_
� + 1 1 1 � \ 1 \ � 1 \ ► ti y \ 1 + � y y \ r � I I r \ \ \ \ \ \ \ \ \ 1 1 ! - - � � � \ - „ 6 0 p 298.6
6' ,
v) ---- OUT60 = 298.56
`\
'\
9-1\ 1 \ + \ 1 1 11 1 'y 1 y ` , 1 \ 11 1 11 1 l 1 ly \y \ \\ 1+ ` 1 \ 1 \ \ \ `\\\'1 \\1
`�\'\\'1'\\\ \
100 \ \ 1\ \ \ \ E (_IG CONCRETE \ \ \ \ \ \ \ \ r ! l \ r \
\\\ \\ \\ \\ \\ \\\ EXISTING FITNESS 1/ 'ST1 `\ '\
EQUIPMENT LOCATION 11 \\ `\ ,\\\\\\ \\\
\\\\
1\` V
14 y \\\ 1 1 \-
\\ 1\ \\'\ 1\'y % \ y'\ \ \\\ \%%r111111 \\\\ \ \\ \,1 \'1 \ \�; EA �I, \ \ \ \\\\
+\ CN1 +1 \ \\ \\\\\ \ \\ \I\`\ \ \\ , \ \ \ \ \ `\ \ \ \\ \\ \ \ \\ '\ TOP D1=320.13' - uS�_--_-
OUT36"= 306.93' \ \ \ \ \ \ � _ � � _ TOP MH=323.41
\ __ EkISTING TEMPORARY �\` \ �\ INV= 313.91'
`\ \\\\I\\\\\\ /'� STRU RE "
\\\\\\ \ \ , \ \ , 1\\\\\\\ ,' - / ` \\\\\IN15317.01' /-
\�' ,\ OUT60=
TAP MN�47,
TOP `=347.40 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ f ` \ \ 1 \ \ \ / \ / , / TOP D�.40 /
'\ 12" •RCP OUT 310.90'
EXISTING FTTNI'SS
EQUIPMENT LOCATION r
\\ \ \\ \ \ + \I + II y + 1 \ , y r
TOP MH=348.13' J �Z 4 \ \`\ \ \ \ `\ 1 \ y \\ \\,\ , yl l \\\, \ \ \ \\ \ \+ 11 + y^. \ \r--------
INI r l'/-,-
\ \ \ \ 1 J L \ \ \ \ \ \ \ \ \ \ \ t l r I --\ V T=319,3$' r ► 1 r
IN36"= 338.73' \ \ \ \ I �f� \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ y \ \ 1 + �,� + r y us /Jr!
c" \ r I I r .\\ \ \ \ \ \ \ \ \ \ \ \ \ + I i II \ ? /
OUT36 = 338.73' / \ 1 r 1 \--" \
INV.OUT=319.38 -�- 1
O / ^T �' / �. IN'4.OL T=320-31 r I 15'
\
\ \ 1 1 \ \ \ \ \ \ ♦ / ! j 1 _ __ \
\\ \ \ \ \ / _
ELECT. r 1 ! \ /\ v
E PANEL / _ --- _ —_♦ .2 r—= cam / 1 \ \ \ \a / \ \
\ 1 \ \ \ \ \ \ \ \ \ 1 \ \ X
TOP DI=320.03 � r / / ' ' r i /� i / r � � � -�� -�� � \ � ♦ �����y``��` 1 / / - � � ,/ � /'- y
__ ELECT.
\ \ \ \ ' \ \ 1 \ \ \ ` \ \ \ ` < OUT36 = 315.33 / �� �� / , , ,_ / - _ `�� �\ �`�,� �O ! ! / , , / _ y
\ \\ 1'\ \\ 1 \ `\ \\ 1 \ \ `\ \ \ 1\ 1 1 , • - �� / r / r �/ / r r / r / /� / / '~- �! � � �17
-� \ \ \�U \ ` / / -- l 1 f��Ecx
1 /
\\ \\ \\ \ \ \, TON DI-321.'�5'
\ \ \ \ `\ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ OUT36N= 317.35'
\ \ \ \ \ \ \ \ \ \ \
[1 I \ \\\\ \ \ \ \
TOP MH=\ 28.81'
I \ \ \ \ \ \ .
\
\\ \ \\ \ \ \ \0 T36 31 .61
(n \ \\ \\ \ \\\ \ \\�\\ \ \ \ \ \ \\ \ \ �`�1 �• — �- �r r� 9 � / �-� �// �,�//r r /,//'rr-` ��' / //',','// _ /,/ �r ter' � / 1 1 I /
M
TOP MH=35 O, `,_. \\\\` ` \'\!,\�
BOX j
(DUMIRTER5032
I
TOP DI=352.74 co`\\��
TOP MH=353.49' \` Sip \ J QP_Wf� M r75
IN12" 348.49'
OUT15n = 348.39
/ 1 \
' PR
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LEGEND
® TELEPHONE
� POWER PO
LIGHT POL1
- TOWER LIG
GUY WIRE
(D TELEPHONE
® DROP INLET
® CATCH BAS
)0r FH FIRE HYDRA
® WATER VAL
® STORM SD
® SANITARY S
• POLE
O POST
SIGN, B1LLB(
SIGN
Ira GV GAS VALVE
UNDERGROU
- FENCE LINE
— — — — INDEX CONT
INTERMEDIAT
�-- OVERHEAD E
18' CONIFEROUS
08 DECIDUOUS
TREE LINE
P-65 SPOT ELEVA
GPS CONTRC
EXISTING
CONDITIONS NOTES
1.
THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL ON -THE -GROUND
INSTRUMENT SURVEY PERFORMED BY NOVA PHOTOGRAMMETRIC MAPPING, SURVEYING, GPS AND GIS
SERVICES, FEBRUARY 23-26, 2010.
2,
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD
OBSERVATION DESIGNATIONS AND INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE
EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES
ARE SHOWN ON THIS PLAN.
3.
HORIZONTAL DATUM: NAD-83; VERTICAL DATUM: NAVD-88
4.
ELEVATIONS HEREON ARE IN FEET, BASED ON NORTH CAROLINA STATE PLANE COORDINATES,
5,
INFORMATION REGARDING THE REPUTED PRESENCE, SIZE, CHARACTER AND LOCATION OF EXISTING
r
UTILITIES AND STRUCTURES WAS OBTAINED FROM LOCAL UTILITY COMPANIES AND AVAILABLE
DRAWINGS SUPPLIED BY THE OWNER AND IS SHOWN HEREON. THERE IS NO CERTAINTY OF THE
ACCURACY OF THIS INFORMATION AND IT SHALL BE CONSIDERED IN THAT LIGHT BY THOSE USING
THIS DRAWING, HOWEVER, THE ENGINEER HAS NO NOTICE OR KNOWLEDGE OF ANY FACTS THAT
WOULD LEAD US TO CONCLUDE THAT THE INFORMATION IS NOT ACCURATE. BUT UTILITIES AND
STRUCTURES NOT SHOWN MAY BE ENCOUNTERED, THE OWNER, HIS EMPLOYEES, HIS CONSULTANTS,
HIS ASSIGNS AND HIS CONTRACTORS SHALL HEREBY DISTINCTLY UNDERSTAND THAT THE ENGINEER
IS NOT RESPONSIBLE FOR THE CORRECTNESS OR SUFFICIENCY OF THE UNDERGROUND INFORMATION,
INFORMATION WITH RESPECT TO ABOVE GROUND MONUMENTS OF SUCH UTILITIES IS BASED UPON
ACTUAL FIELD MEASUREMENTS AND OBSERVATIONS, AND IS SHOWN HEREON.
6.
CONTRACTOR TO USE CAUTION WHEN EXCAVATING ON SITE. ALL UTILITY LOCATIONS ARE
APPROXIMATE AND SHOULD BE VERIFIED. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL
OBTAIN A DIGGING PERMIT.
7.
EXACT LOCATION, SIZE AND OTHER LIMITATIONS ASSOCIATED WITH THE CONTRACTOR'S LAYDOWN
AREA SHALL BE COORDINATED WITH FORT BRAGG DPW.
0 20' 40' 80'
SCALE: 1 "=40'
1
0 T60, D1=354.9k ED I LAPATA/�pC,�F
OUT12"= 351.48' `,\ !, �p�`� R) TRUsr� INTEGRITY- OUAL>TY
6302 FAIRVIEW ROAD #600 PHONE: [phone]
CHARLOTTE, NC 28210 FAX: [phone]
E-MAIL: ZAPATA®ZAPATAINC.COM WEB SITE: WWW.ZAPATAiNC.COM
1 l
TOP Di=355.13' 1\ l / CABL P 6LE
OP M13� ATV
36"
0 36' _ .09' a .
I (_I_-) 01103112 - REVISION PER DPW
REVISION I DATE I DESCRIPTION
SCOPE
DIRECTORATE OF PUBLIC WORKS
PROJECT MANAGEMENT BRANCH
FORT BRAGG, NORTH CAROLINA
RENOVATE TOWLE STADIUM
TRACK AND FIELD
WORK REQUEST NO.4283
FORT BRAGG NORTH CAROLINA
DATE:
EXISTING CONDITIONS 07
SCALE: AS SHOWN DRAWN BY: RSW i SPEC. NO,
SHEET NUMBER
C-DO 1
FILENAME:1358 COO EXCO.dwg
DRAWING NUMBER
DPW 7082 SHEET
G

1
OEL
B�
1
EL
GENERAL NOTES:
1. INFORMATION REGARDING THE REPUTED PRESENCE, SIZE, CHARACTER AND LOCATION OF EXISTING
UTILITIES AND STRUCTURES WAS OBTAINED FROM LOCAL UTILITY COMPANIES AND AVAILABLE
DRAWINGS SUPPLIED BY THE OWNER AND IS SHOWN HEREON. THERE IS NO CERTAINTY OF THE
ACCURACY OF THIS INFORMATION AND IT SHALL BE CONSIDERED IN THAT LIGHT BY THOSE USING
THIS DRAWING, HOWEVER, THE ENGINEER HAS NO NOTICE OR KNOWLEDGE OF ANY FACTS THAT
WOULD LEAD US TO CONCLUDE THAT THE INFORMATION IS NOT ACCURATE. BUT UTILITIES AND
STRUCTURES NOT SHOWN MAY BE ENCOUNTERED, THE OWNER, HIS EMPLOYEES, HIS CONSULTANTS,
HIS ASSIGNS AND HIS CONTRACTORS SHALL HEREBY DISTINCTLY UNDERSTAND THAT THE ENGINEER
IS NOT RESPONSIBLE FOR THE CORRECTNESS OR SUFFICIENCY OF THE UNDERGROUND
INFORMATION, INFORMATION WITH RESPECT TO ABOVE GROUND MONUMENTS OF SUCH UTILITIES IS
BASED UPON ACTUAL FIELD MEASUREMENTS AND OBSERVATIONS, AND IS SHOWN HEREON.
2. CONTRACTOR TO USE CAUTION WHEN EXCAVATING ON SITE. ALL UTILITY LOCATIONS ARE
APPROXIMATE AND SHOULD BE VERIFIED. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL
OBTAIN A DIGGING PERMIT.
3. EXACT LOCATION, SIZE AND OTHER LIMITATIONS ASSOCIATED WITH THE CONTRACTOR'S LAYDOWN
AREA SHALL BE COORDINATED WITH FORT BRAGG DPW.
DEMOLITION NOTES
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
LIMIT OF WORK, INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES,
UTILITY POLES, SIGNS, ETC., UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND
DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A
DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT, INCLUDING EXTERIOR
COLUMNS.
2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH
LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE
CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
REPRESENTATIVES.
3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS.
4. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FORM LOCAL AND STATE
AUTHORITIES TO COMPLETE THE WORK.
5. THE DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND
CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF
DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO
CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR
LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTIOv OF THE
WORK.
6. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE
ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE
PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC
WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR
ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE
OF HAZARDOUS MATERIAL, AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE
ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL
HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR
AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL
OF ASBESTOS OR OTHER HAZARDOUS MATERIALS.
7. DEMOLITION IN THE SCOPE OF THIS PROJECT INCLUDES REMOVAL OF ALL OBSTRUCTIONS
ENCOUNTERED THAT INTERFERE WITH INSTALLATION OF THE BUILDING SUBSTRUCTURE.
8. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OR INSTALLATION WORK ALONG ALL ROADS WITH
THE FORT BRAGG CONTRACTING OFFICER. REQUIREMENT OF A PRE -DEMOLITION CONFERENCE IS AT
THE DISCRETION OF THE CONTRACTING OFFICER.
9. REPAIR OR REPLACE ANY ADJACENT CONCRETE CURBING AND/OR SIDEWALK DAMAGED AS PART OF
/ DEMOLITION PROCESS.
— --- -- — 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FEATURES TO REMAIN, INCLUDING
TREES, ROADS, UTILITIES, PAVING AND SIMILAR ITEMS NOT IN THE CONTRACT WORK LIMITS. WHICH,
IF DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED IN KIND AT NO COST TO THE
GOVERNMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE DEMOLITION, INCLUDING REMOVAL AND
DEMOLITION OF EXISTING PAVEMENT AND UTILITIES. THERE IS NO KNOWN REGULATED HAZARDOUS
MATERIAL REMOVAL REQUIRED FOR THIS SITE. UTILITY LINES ENCOUNTERED THAT ARE NOT
INDICATED IN THE INSTALLATION UTILITY MAPS SHALL BE REPORTED TO THE CONTRACTING OFFICER
PRIOR TO FURTHER WORK IN THE AREA. DEMOLITION SHALL INCLUDE REMOVAL OF ALL
OBSTRUCTIONS THAT INTERFERE WITH INSTALLATION OF THE BUILDING STRUCTURE AND
UNDERGROUND CONSTRUCTION.
{ - 12. SALVAGEABLE MATERIAL: FIELD LIGHTS AND ASSEMBLIES ARE TO BE SALVAGED AND DELIVERED TO
MWR YARD FOR REUSE.
11 ALL EROSION CONTROL DEVICES WILL BE IN PLACE PRIOR TO COMMENCEMENT OF DEMC!.ITION
ACTIVITIES.
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT
EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY
TO ENSURE SAFETY TO THE PUBLIC. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH
THE FORT BRAGG IDG TRAFFIC CONTROL POLICY, MUTCD AND NCDOT TRAFFIC CONTROL STANDARD
DRAWINGS.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND FORT BRAGG SPECIFICATIONS.
4, SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, OR AS
AMENDED.
KEY NOTES
OEXISTING STRIPING AND PAVEMENT TO BE REMOVED
O EXISTING LIGHT POLES AND ELECTRICAL WIRE TO BE REMOVED (BY OTHERS)
O EXISTING EXERCISE EQUIPMENT TO BE REMOVED
® EXISTING FIELD ITEMS TO BE REMOVED
O EXISTING STRUCTURES TO BE REMOVED (BY OTHERS)
® EXISTING STAIR TREADS, RISERS, POSTS AND HANDRAILS, TO BE REMOVED
O STORM INLET AND PIPE ETR
® EXISTING CONCRETE DITCHES TO BE REMOVED
® EXISTING STORM DRAINAGE INLET TO BE CAPPED. STORM PIPE TO REMAIN FUNCTIONAL
10 EXISTING DRIVEWAY/ PARKING AREA TO BE REMOVED
11 EXISTING CONCRETE/ASPHALT PADS TO BE REMOVED
12 EXISTING FENCE TO BE REPAIRED AND/ OR REMOVED AS NEEDED
13 EXISTING ENTRANCE, CURB, GUTTER AND SIDEWALK TO BE REPLACED
14 APPROXIMATELY 100' OF RETAINING WALL TO REPAIR (IF BID OPTION 1 IS NOT EXECUTED).
15 ELECTRICAL DEMOLITION. SEE ELECTRICAL DRAWINGS.
1 EXISTING STORM WATER CONVEYANCE TO REMAIN INTACT AND FUNCTIONING. REPAIR AS NEEDED
1T REPAIR MASONRY RETAINING WALL. SEE DETAIL C509.
�$ EXISTING ELECTRICAL TO BE RELOCATED. RELOCATE EX. LIGHT POLE, CONDUIT AND WIRING 5.
BEHIND SIDEWALK AND OUTSIDE OF CURB RADIUS. (BY OTHERS)
19 EXISTING CMP TO BE REMOVED
20 EXISTING TELEPHONE LINES AND STRUCTURES ETR. (COORDINATE WITH UTILITY)
21 EXISTING CONCRETE POSTS TO BE REMOVED
v "I
22 EXISTING STORM STRUCTURE AND 18" RCP TO BE REMOVED AT TIME OF CONVERSION FROM
TEMPORARY SEDWENT BASIN TO FINAL SAND FILTER.
OUGT TO BE RE-ROUTED AS NECESSARY AROUND PROPOSED TEMPORARY SEDIMENT BASIN AND
23 FINAL SAND FILTER.
24 CONTRACTOR TO FIELD VERIFY PRECISE LOCATION OF EXISTING STORM PIPES.
25 SECTION OF RETAINING WALL TO BE REMOVED AND RE -INSTALLED TO ALLOW FOR TRACK
INSTALLATION.
0 20' 40' 80'
SCALE: 1 "=40'
AV ALIL
LAW .PAIA
TRUST- INTEGRITY- QUALITY
6302 FMRVIEW ROAD #600 PHONE: [phone]
CHARLOTTE, NC 28210 FAX: [phone]
E-MAIL: ZAPATAOZAPATAINC.COM WEB SITE: WWW.ZAPATAINC.COM
LEGEND
®
TELEPHONE PEDESTAL
POWER POLE
LIGHT POLE
TOWER LIGHTS
}-
GUY WIRE
0
TELEPHONE MANHOLE
®
DROP INLET
®
CATCH BASIN
FH
FIRE HYDRANT
®
WATER VALVE
®
STORM SEWER MH
®
SANITARY SEWER MH
•
POLE
O
POST
9r9f'
SIGN, BILLBOARD
_w
SIGN
>< GV
GAS VALVE
—�—
EXISTING ELECTRIC
*
FENCE LINE
— — — —
INDEX CONTOUR
INTERMEDIATE CONTOUR
--�--
OVERHEAD ELECTRIC
18'
CONIFEROUS TREE & SIZI
8'
DECIDUOUS TREE & SIZE
TREE LINE
�M65
SPOT ELEVATION
&
GPS CONTROL POINT
(_j_D 01103/12 REVISION PER DPW
REVISION DATE DESCRIPTION
DIRECTORATE OF PUBLIC WORKS
PROJECT MANAGEMENT BRANCH
FORT BRAGG, NORTH CAROLINA
RENOVATE TOWLE STADIUM
TRACK AND FIELD
WORK REQUEST NO.4283
FORT BRAGG NORTH CAROLINA
SCOPE
' 03:3DEMOLITION PLAN
Lv.
SCALE: AS SHOWN DRAWN BY: RSW SPEC. NO.
SHEET NUMBER DRAWING NUMBER
C-002 DPW 7082
FILENAME:1358 C002 DEMO.dwg
07-27-10
SHEET T OF 21

GENERAL NOTES
1. CONTRACTOR SHALL NOTIFY NC FBNC UTILITIES AT LEAST 72 HOURS BEFORE
EXCAVATING, CONTRACTOR TO NOTIFY UTILITY LOCATOR SERVICES FIVE (5) DAYS
PRIOR TO EXCAVATION. THE CONTRACTOR SHALL OUTLINE THE LIMITS OF
EXCAVATION WITH WHITE PAINT PRIOR TO THE ARRIVAL OF THE UTILITY LOCATOR.
2. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH A
CONTRACTING REPRESENTATIVE PRIOR TO BEGINNING PAINT MARKING ACTIVITIES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.
CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS,
LOCAL REQUIREMENTS AND GOVERNMENT REQUIREMENTS.
4. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL
BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH
iWbiuTIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS
(WHICHEVER ARE MORE STRINGENT).
5. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS
SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE SIX INCHES OF
TOPSOIL AND SHALL BE SODDED, UNLESS OTHERWISE NOTED.
6. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL
PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.
7. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH THE FORT BRAGG IDG
TRAFFIC CONTROL POLICY, MUTCD AND NCDOT TRAFFIC CONTROL STANDARD
DRAWINGS.
8. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY
CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS,
PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE
DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT
CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS WITHOUT
APPROPRIATE PERMITS OR GOVERNMENT APPROVAL,
9. ALL PAVEMENT MARKINGS SHALL USE THERMOPLASTIC PAVEMENT MARKINGS PER
NCDOT STANARDS. MANUFACTURER AND PRODUCT SHALL BE ON QPL. ALL
SIGNAGE SHALL USE HIGH DENSITY SIGN SHEETING.
10. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE
CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR
ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SOON AS PRACTICABLE.
11. IN THE EVENT THAT SUSPECTED CONTAMINATED SOILS ARE ENCOUNTERED DURING
EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR
OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE
SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL
NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND
SUBSEQUENT ACTION CAN BE TAKEN.
0
12. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE
SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE
ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF DEBRIS IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS,
ORDINANCES, AND STATUTES.
13. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO GOVERNMENT.
14. CONTRACTOR SHALL CONTROL STQRMWATER RUNOFF DURING CONSTRUCTION TO
PREVENT ADVERSE IMPACTS TO OFF S1TE AREAS, AND SHALL BE RESPONSIBLE TO
REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO GOVERNMENT. ALL
PAVEMENT, DITCHES, CURB AND GUTTER, UTILITIES, DRIVEWAfS, SIDEWALKS, SIGNS,
FENCES, ETC. DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AND/OR
RESTORED TO THE SATISFACTION OF THE GOVERNMENT.
15, ALL ON SITE VEHICLE TRANSPORTATION ROUTES SHALL BE TEMPORARILY
STABILIZED WITH STONE IMMEDIATELY AFTER GRADING TO PROVIDE READY ACCESS
FOR EMERGENCY VEHICLES TO TRAVEL THROUGH AND AROUND THE
CONSTRUCTION SITE DURING BOTH DRY AND WET WEATHER.
16, LANDSCAPING AND SITE IMPROVEMENTS SHALL BE INSTALLED AND MAINTAINED SO
AS NOT TO INTERFERE WITH SITE DISTANCE NEEDS OF DRIVERS WITHIN PARKING
AREA AND IN ENTRANCE AND EXIT AREAS.
17. EXCESS EXCAVATION MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE BY
THE CONTRACTOR OR IN ON SITE AREAS APPROVED BY THE GOVERNMENT. NO
SPOILS SHALL BE STORED ON SITE BEYOND SUBSTANTIAL COMPLETION,
18. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY, INCLUDING, BUT NOT
LIMITED TO, THE EXISTING DRAINAGE STRUCTURES AND UTILITY TRENCHING.
19, CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF
DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.
CONTRACTOR IS TO OBTAIN ALL PERMITS.
20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION
WITH APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER, TELEPHONE,
WATER, SEWER, ETC.
21. EQUIPMENT OPERATION, ACTIVITIES, OR PROCESSES PERFORMED BY THE
CONTRACTOR SHALL BE IN ACCORDANCE WITH ALL FEDERAL AND STATE AIR
EMISSION AND PERFORMANCE LAWS AND STANDARDS.
22. INSTALL 6' CHAIN LINK FENCE AROUND PERIMETER OF PROJECT DURING
DEMOLITION AND CONSTRUCTION ---COORDINATE WITH CONTRACTING OFFICER.
23. SAW -CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND GUTTER
BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS.
24. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION
PER WORK AREA TRAFFIC CONTROL HANDBOOK STANDARDS. (W.A.T.C.H.)
25. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED
IN WRITING BY THE CONTRACTING OFFICER. THE SPECIFIC TIME, LOCATION AND
MANNER OF BURNING SHALL BE SUBJECT TO APPROVAL.
26. SOLID WASTES (EXCLUDING CLEARING DEBRIS) SHALL BE PLACED IN
CONTAINERS WHICH ARE EMPTIED ON A REGULAR SCHEDULE. HANDLING, STORAGE,
AND DISPOSAL SHALL BE CONDUCTED TO PREVENT CONTAMINATION, SEGREGATION
MEASURES SHALL BE EMPLOYED SO THAT NO HAZARDOUS OR TOXIC WASTE WILL
BECOME CO --MINGLED WITH SOLID WASTE. THE CONTRACTOR SHALL TRANSPORT
SOLID WASTE OFF GOVERNMENT PROPERTY AND DISPOSE OF IT IN COMPLIANCE WITH
FEDERAL, STATE AND LOCAL REQUIREMENTS FOR SOLID WASTE DISPOSAL. A
SUBTITLE D RCRA PERMITTED LANDFILL SHALL BE THE MINIMUM ACCEPTABLE
OFF -SITE SOLID WASTE DISPOSAL OPTION. THE CONTRACTOR SHALL VERIFY THAT
THE SELECTED TRANSPORTERS AND DISPOSAL FACILITIES HAVE THE NECESSARY
PERMITS AND LICENSES TO OPERATE. THE CONTRACTOR SHALL COMPLY WITH
FEDERAL, STAT AND LOCAL LAWS AND REGULATIONS PERTAINING TO THE USE OF
LANDFILL AREAS.
27. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL
MARK THE AREAS THAT NEED NOT BE DISTURBED UNDER THIS CONTRACT. ISOLATED
AREAS WITHIN THE GENERAL WORK AREA WHICH ARE NOT TO BE DISTURBED SHALL
BE MARKED OR FENCED. MONUMENTS AND MARKERS SHALL BE PROTECTED BEFORE
CONSTRUCTION OPERATIONS COMMENCE.
28. THE CONTRACTOR SHALL MONITOR CONSTRUCTION ACTIVITIES TO PREVENT
POLLUTION OF SURFACE AND GROUND WATERS AND SHALL COMPLY WITH THE CLEAN
WATER ACT SECTION 404 REGULATIONS.
29. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
30, ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
31. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.O.B) AND
STAKE SITE AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT
OF CONSTRUCTION, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY
DISCREPANCIES.
32. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR CENTERLINE
UNLESS OTHERWISE NOTED.
33. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH
SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
34. ALL RADII SHALL BE 5' (B.A.C.) UNLESS OTHERWISE NOTED.
35. ALL STOP SIGNS SHALL BE R1-1 30"x3O" AND USE HIGH DENSITY SIGN SHEETING
PER NCDOT.
36. PARKING SHALL FOLLOW REQUIREMENTS SET FORTH IN THE FORT BRAGG IDG.
LAYOUT AND MATERIALS NOTES
1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL,
AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.
2. CURB RADII ARE 5 FEET TO FACE OF CURB, UNLESS OTHERWISE NOTED.
3. CURBING SHALL BE WITHIN THE SITE, UNLESS OTHERWISE NOTED ON THE PLANS.
4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS
CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING
ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS,
COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. AREAS WITHIN 5 FEET OF
THE BUILDING EXTERIOR SHOULD BE CONSTRUCTED PER THE ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND PLUMBING PLANS (UNLESS OTHERWISE NOTED).
5. F iUm' i G 5TA i OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING
PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSE[' PAVEMENTS AND EXISTING
GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER
TRANSITIONS BETWEEN EXISTING AND PROPOSED FAC-11TIES.
6. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS
AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS
ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET
DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS, AND FIELD
MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,
SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT
SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER
COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF
THE CONTRACT DOCUMENTS.
8. PER ADA ACCESSIBILITY REQUIREMENTS, ALL ACCESSIBLE ROUTES SHALL NOT
EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE.
9. ALL SITE CONCRETE SHALL BE CLASS A (4,000 PSI) AIR ENTRAINED CONCRETE
WITH SYNTHETIC STRAND FIBER REINFORCING AND A MAXIMUM FOUR (4) INCH
SLUMP, UNLESS OTHERWISE NOTED ON THE PLANS.
10. ALL WALKWAY EDGE INTERSECTIONS SHALL HAVE A MINIMUM OF 1 FOOT RADIUS.
NO ANGLE POINTS IN CONCRETE FLATWORK WILL BE ALLOWED WITHOUT PRIOR
APPROVAL OF THE OWNER.
BEFORE YOU DIG
CALL US FIRST
1-910-396-0325
DIRECTORATE OF PUBLIC WORKS
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT
EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY
TO ENSURE SAFETY TO THE PUBLIC. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH
THE FORT BRAGG IDG TRAFFIC CONTROL POLICY, MUTCD AND NCDOT TRAFFIC CONTROL STANDARD
DRAWINGS.
3, ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND FORT BRAGG SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, OR AS
AMENDED.
0 20' 40' 80'
SCALE: 1 "=40'
LEGEND
KEY NOTES
OARTIFICIAL TURF, AS MANUFACTURED BY FIELD TURF
TYPE, MONUFILMENT DURASPINE PRO.
ORUNNING SURFACE - ASPHALT BASE WITH A POLYURETHANE
SURFACE, POLY 1000 MAT, OR EQUAL.
O3 NOT USED
® NOT USED
O5 NOT USED
© REPAIR CONCRETE DITCH LINE
7 NOT USED
® 30"00" STOP SIGN
PARKING DATA
51 CAR SPACES
5 MOTORCYCLE SPACES
zimfT1►m, 69J.1.11�IItIe]' I ►Irk
BID OPTION 1: INCLUDES THE COMPLETE REMOVAL OF
ALL RETAINING WALL STRUCTURES CURRENTLY ON SITE.
THESE SHALL BE REPLACED WITH THE TIERED
RETAINING WALL SHOWN IN THE DRAWING SET.
BID OPTION 2: THIS OPTION INCLUDES THE REPAIR
OF THE EXISTING RETAINING WALL. THIS REPAIR WILL
BE COMPLETED WITHIN AREA SHOWN ON THE
DRAWINGS AS IN NEED OF REPAIR. REPAIR WILL BE IN
KIND MATERIAL. SURFACE OF ENTIRE RETAINING WALL
SYSTEM WILL BE PAINTED PER FORT BRAGG IDG.
01/03112 REVISION PER DPW
REVISION DATE DESCRIPTION
DIRECTORATE OF PUBLIC WORKS
PROJECT MANAGEMENT BRANCH
FORT BRAGG, NORTH CAROLINA
SCOPE
RENOVATE TOWLE STADIUM
TRACK AND FIELD
WORK REQUEST NO.4283
FORT BRAGG NORTH CAROLINA
SITE PLAN
CWU
BY
DATE:
07-27-10
SCALE: AS SHOWN DRAWN BY: RSW SPEC. NO,
SHEET NUMBER DRAWING NUMBER
C-100 DPW 7082 SHEET 5 OF 22
FILENAME:1358 C100 SITE. dwg

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BEFORE YOU DIG
CALL US FIRST
1-910-396-0325
DIRECTORATE OF PUBLIC WORKS
I. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT
EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY
TO ENSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND FORT BRAGG SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, OR AS
AMENDED.
0 20' 40' 80'
SCALE: 1 "=40'
1 r-^rA I n
GRADING NOTES:
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL EXISTING
UNDERGROUND UTILITIES.
2. ALL GRADES SHOWN ON PLANS TO BE FIELD -VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION. SHOULD ANY DISCREPANCIES EXIST, NOTIFY THE A/E PRIOR TO
CONSTRUCTION.
3. ALL HARD SURFACES SHALL HAVE A SLOPE AS INDICATED ON DRAWINGS.
4. ALL EROSION CONTROL STRUCTURES TO BE INSTALLED PRIOR TO CONSTRUCTION.
5. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
6. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC,
7. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND FORT
BRAGG SPECIFICATIONS.
B. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926, SUBPART
P, OR AS AMENDED.
FILENAME:1358 C3O0 GRAD.dwg

/j (2) CLEANOUT
1
\ ' OVERFLOW WEIR FROM SEDIMENT BASIN TO SAND FILTER.
35' LONG ® INV. 309.50 WITH SIDE SLOPE
0 3:1.
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FLOW SPUTTER
SEE DETAILS 2-4/C-503
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(2) 4" MINIMUM 0.50% SLOPE UNDERDRAINS TIE
INTO PROPOSED 15" OUTFALL PIPE® INV. 301.45
SEE DETAIL 2/C-502
so' 0\5"
RCP 0 5.92%
SEDIMENT BASIN:
TOP OF BANK EL: 310.00
BOTTOM EL: 305.00
SLOPE: 3:1
SAND FILTER:
TOP OF BANK EL: 310.00
BOTTOM EL: 304.50
SLOPE: 3:1
FLOW SPUTTER:
WEIR LENGTH: 2.00 FT
WEIR EL: 309.50 (MODIFIED NCDOT
ENDWALL WITH CONCRETE WEIR, SEE
SHEET C-503
l','I�I:iyliPL�q �]I!�1q►1■:��9l►liC�>�y V
FILTER:
WEIR LENGTH: 15.00 FT
WEIR EL: 309.00
SIDE SLOPE: 3:1 (CLASS B RIPRAP)
WEIR FROM SAND FILTER TO OFFSITE:
WEIR LENGTH: 8.00 FT
WEIR EL: 308.50
SIDE SLOPE: 3:1 (CLASS B RIPRAP)
1. CONTRACTOR 1S FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT
EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY
TO ENSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND FORT BRAGG SPECIFICATIONS.
4, SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, OR AS
AMENDED.
0 5' 10' 20'
SCALE: 1 "=10'
STORM DRAIN
EXISTING STORM DRAIN
EXISTING CONTOURS
NEW CONTOURS
C B CATCH BASIN
OSTORM DRAINAGE MANHOLE
EXISTING TREE
GENERIC TREE
FS FLOW SPLrTTER
N P NYLOPLAST
~ FLOW ARROW
GRADING NOTES:
1, GENERAL CONTRACTOR TO MONITOR STORM WATER RUNOFF DURING AND AFTER
CONSTRUCTION TO ENSURE PROPER DRAINAGE AWAY FROM PROPOSED BUILDING AND
DRIVE.
2. ALL GRADES SHOWN ON PLANS TO BE FIELD —VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION. SHOULD ANY DISCREPANCIES EXIST, NOTIFY THE A/E PRIOR TO
CONSTRUCTION.
3. ALL HARD SURFACES SHALL HAVE A SLOPE AS INDICATED ON DRAWINGS.
4. ALL EROSION CONTROL STRUCTURES TO BE INSTALLED PRIOR TO CONSTRUCTION.
5. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
6. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
7. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND FORT
BRAGG SPECIFICATIONS.
8. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926, SUBPART
P, OR AS AMENDED.
9. PROJECT LOCATION: LATITUDE: 35'08'09.02"N LONGITUDE: 79'01'36.330W
FILENAME:1358 C300 GRAD.dwg

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FILENAME:1358 C302 SECT.dwg

RECOMMENDED MINIMUM TRENCH WIDTHS
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MIN. COVER TO
RIGID PAVEMENT, H
MIN. COVER TO
FLEXIBLE PAVEMENT, H
BACKFILL
SPRINGLINEAc
` A
� � � � :� �•� .;:� k HAUNCH
BEDDING
4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE SUITABLE
MIN. TRENCH WIDTH
-� FOUNDATION
NOTES: (SEE TABLE)
1, ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE
FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS", LATEST ADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,
WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm)
FOR 30"-60" (750mm-900mm).
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,
LATEST EDITION.
6. MINIMUM COVER MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS)
IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO
PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE
AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
PAVEMENT OR TO TOP OF RIGID PAVEMENT.
1 STORM TRENCH DETAIL
Scale: NTS
�. f I,
p p'
b
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EXISTIN( ­'C®NCRETE ' 'C"WANNEL
P
. I:
PIPE DIAM.
MIN. TRENCH WIDTH
4"
21"
6"
23"
8"
26"
10"
28"
12"
30"
15"
34"
18"
39"
24"
48"
30"
56"
36"
64"
42"
72"
48"
80"
54"
88"
60"
96"
MINIMUM RECOMMENDED COVER BASED ON
VECHICLE LOADING CONDITIONS
SURFACE LIVE LOADING CONDITION
PIPE DIAM.
H-25
HEAVY CONSTRUCTION
(75T AXLE LOAD)
12" - 48"
12"
48"
54" - 60"
24"
60"
* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
PRE -CAST SLAB TOP CONCRETE CATCH BASIN
Scale: NTS
PIPE DIAM.
COOPER
E-80**
UP TO 24"
24"
30"-36"
Je
42"-60"
48"
** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM
OF RAILWAY TIE.
*** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE
TO ASTM F 2306 PIPE.
STEPS AT 12" IF DEPTH IS
GREATER THAN 4'-0
CONCRETE APRON
BED PERIMETER
7
DERDRAINS
OUTLET CONTROL
STRUCTURE
1
AASHTO M2
NON-WOVEP
4x
STONE
DRAINAGE PIPE (PER DESIGN)
SECTION A -A
STORMTECH CHAMBER
AASHTO M288 CLASS-2-'
NON -WOVEN GEOTEXTILE
STONE BEDDING UN,
DRAINAGE PIPE
SECTION B_B
2 STORM UNDERDRAIN DETAIL
Scale: NTS
APPROX. DRAIN AREA - 194.60 SO IN
APPROX. WEIGHT WITH FRAME - 124.00 19S
1.50
3.04
- 1.25
a
0
0
d
o
DUCTIUE IRON
0
ALL DIMENSIONS IN INCHES UNLESS NOTLD OTHERWISL
GRATE MEETS H-20 LOAD RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM 4536 GRADE 70-50-05
24" STANDARD GRATE ASSEMBLY DETAIL
Scale: NTS
FINISHED
GRADE
Cf7
LLJ
CONTROL
URE
PERFORATED
UNDERDRAIN PIPE
1�O 2 INTEGRATED DUCTILE IRON
f-r-) j 0A Tr Tn
INVERT ACC
PLANS/1
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MAIERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL F
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCL WTH ASTM D2321.
FRAM E AN D
COVER
WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
D
A
B
4"
15.00"
$,,...
15.001,
10"
15 dd"
12"
15.00"
15"
18"
15 00"
100011
24"
10 25"
LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
SFS ONLY.
Q) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
� AVAILABLL: 4" — '24" FOR GOftR'uOAFED HDPL
(ADS N-12, ADS SINGLE WALL, RANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
4A
i
(3 WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
Of�
- GRATES/SOLID COVERS SHALL HE DUCTILF IRON PER ASTM A536 GRADE 70-50--05
a - FRAMES SHALL. BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
Q - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
24" INLINE DRAIN INSTALLATION DETAIL
1"
GROUT
• 00 • #4 AT 12" O.C. EW
MIDDLE OF SLAB
• 00 •
6» ROUNDED
ENTRANCE
8" . 3'-0" SQUARE
A STEP AT
16" O.C.
INV ELEV OF CB IS INV
ELEV OF OUTLET —`
rn • • • •A •
• '
6" #4 AT 12" O.C. EW
WATERSTOP MIDDLE OF SLAB
CONTINUOUS
6 CATCH BASIN
Scale: NTS
STORM DRAIN PIPE
FLOW
2" X 4"
KEY JT.
#4 DOWELS TO MATCH
WALL REINFORCEMENT
Scale: NTS
SEE �___„�•�-_ '�3
GENERAL NOTES:
1. YARD INLET DESIGN SPECIFICATIONS CONFORM TO LATEST ASTM C913 SPECIFICATIONS FOR "PRECAST
CONCRETE WATER AND WASTEWATER STRUCTURES", NCDOT AND CITY OF GREENSBORO STANDARDS.
2. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM.
3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF ASTM C890 SPECIFICATIONS FOR
"STRUCTURAL DESIGN LOADING FOR WATERAND WASTEWATER STRUCTURES" AND SHALL UTILIZE GRADE
60 RE -BARS CONFORMING TO THE REQUIREMENTS OF ASTM A615 OR WVVF CONFORMING TO THE
REQUIREMENTS OF ASTM A185 OR BOTH.
4, ADDITIONAL REINFORCING AT OPENINGS.
5. DESIGNED FOR H-20-44 LOADING.
6. STEPS REQUIRED ON YARD INLETS OVER X-6" IN DEPTH. STEPS SHALL BE STEEL REINFORCED
COPOLYMER POLYPROPYLENE PLASTIC AND MEET THE REQUIREMENTS OF ASTM C478.
7. TOTAL HEIGHT PER J013 SPECIFICATIONS.
8. PIPE PENETRATION TO BE AS PER JOB REQUIREMENTS, PIPE TO BE INSTALLED BY CONTRACTOR AS PER
NCDOT REQUIREMENTS FOR MORTAR JOINT CONNECTIONS.
9, CAST -IN RING AND COVER PER GREENSBORO STANDARD DETAIL #411. SUPPLIED BY EITHER C.P.C. OR
CUSTOMER.
10. JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT CONFORMING TO THE REQUIREMENTS OF
ASTM C990, OR MORTAR AS PER INC DOT REQUIREMENTS, OR BOTH.
11. 6" TO 8" WEIR TYPICAL ON 1 TO 4 SIDES AS PER JOB REQUIREMENTS.
7 YARD INLET DETAIL
Scale: NTS
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IMIPATA
TRUST- INTEGRITY- QUALITY
6302 FAIRVIEW ROAD 1600 PHONE: [phone]
CHARLOTTE, NC 28210 FAX: [phone]
E—MAIL: ZAPATAOZAPATAINC.COM WEB SITE: WWW.ZAPATAINC.COM
OC3=Y i"
1 01I03l12 REVISION PER DPW
REVISION DATE DESCRIPTION
DIRECTORATE OF PUBLIC WORKS
PROJECT MANAGEMENT BRANCH
FORT BRAGG, NORTH CAROLINA
RENOVATE TOWLE STADIUM
TRACK AND FIELD
WORK REQUEST NO.4283
FORT BRAGG NORTH CAROLINA
SCOPE STORM DETAILS DATE:
SCALE: AS SHOWN DRAWN BY: RSW SPEC. NO.
SHEET NUMBER DRAWING NUMBER
CWU
BY
C-502 DPW 7os2 SHEET 15 OF 22
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FILENAME; Pre Drainage Basins.dwg

1-1
0 20' 40' 80,
SCALE: 1 "=40'
Z .w
A PATA
TRUST- INTEGRITY- QUALITY
6302 FAIRVIEW ROAD #600 PHONE: [phone]
CHARLOTTE, NC 28210 FAX: (704) 358W-8342
E—MAIL: [e-mail] WEB SITE: WWW.ZAPATAINC.COM
f
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FOREBAY:
LENGTH: 61.00 FT
WIDTH: 48.00 FT
DEPTH: 5.00 FT
Ni llUm
LENGTH: 153.00 FT
WIDTH: 40.00 FT
DEPTH: 6.50 FT
LEGEND
BASIN LIMITS � �
OUTFALL NODE ZA
DRAINAGE BASIN BASIN
1
TIME OF CONCENTRATION
1 01/03112 REVISION PER DPW CWU
REVISION DATE DESCRIPTION BY
DIRECTORATE OF PUBLIC WORKS
PROJECT MANAGEMENT BRANCH
FORT BRAGG, NORTH CAROLINA
RENOVATE TOWLE STADIUM
TRACK AND FIELD
WORK REQUEST NO.4283
FORT BRAGG NORTH CAROLINA
SCOPE
POST -DEVELOPMENT BASIN MAP
SCALE: AS SHOWN DRAWN BY: RSW SPEC. NO.
SHEET NUMBER DRAWING NUMBER
C-509 DPW 7082
DATE:
07-27- 0
SHEET 22 OF 22
t=
FILENAME: Post Drainage Basins.dwg