SW6121201_APPROVED PLANS_20130205 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW-&ZA4&
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

1
FOLIO - FOR OFFICIAL USE ONLY
2
3
0
5
IN
US Army Corps
of Engineers
Savannah District
C-130 FLIGHT SIMULATOR FACILITY
POPE
WUN
NC
INDEX OF DRAWINGS
PLATE NO.
SHEET NO.
TITLE
G-001
1
COVER SHEET AND INDEX OF DRAWINGS
G-101
2
ACCESS PLAN
CF-101
3
EXISTING TOPOGRAPHIC SURVEY
CD-101
4
DEMOLITION PLAN
CG-101
5
SITE AND GRADING PLAN
CG-102
6
STORMWATER MANAGEMENT DRAINAGE AREA MAPS
CG-103
7
STORMWATER MANAGEMENT PLAN
CG-104
8
STORMWATER MANAGEMENT NOTES AND DETAILS
CG-105
9
EROSION AND SEDIMENT CONTROL PLAN
CG-106
10
EROSION AND SEDIMENT CONTROL DRAINAGE AREA MAP
CG-501
11
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
CP-101
12
PAVING, STRIPING, AND SIGNAGE PLAN
CP-501
13
SITE DETAILS
CP-502
14
SITE DETAILS
CS-101
15
GEOMETRY PLAN
CU-101
16
UTILITY PLAN
CU-301
17
UTILITY PROFILES
ES-101
ELECTRICAL SITE PLAN
TS-101
SITE COMMUNICATION PLAN
STRUCTURAL
S-001
STRUCTURAL NOTES,SYMBOLS, AND ABBREVIATIONS
S-101
FOOTING PLAN
S-102
SLAB PLAN
S-401
TYPICAL SLAB & FOOTING DETAILS
S-501
SLAB & FOOTING SECTIONS
100% CORRECTED FINAL CIVIL /FOUNDATION / SWPPP
SOLICITATION NO.:— W912HN-09-X-5617
FORT BRAGG
NORTH CAROLINA
FEBRUARY 1, 2013
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G-001
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4 COVER SHEET AND INDEX OF DRAWINGS
LANDFILL DISPOSAL REQUIREMENTS
0
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NON -POTABLE
WATER SOURCE
N.C. AREA OFFICE U.S. ARMY
CORPS ENGINEER BUILDING
3-1933
• ••
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POPE AIR FORCE BASE •.
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ACCESS PLAN
101 SCALE 1" = 3000'
PROJECT SITE
C-130 FLIGHT SIMULATOR
DIRECTORATE OF PUBLIC
WORKS BUILDING 3-1631
DIRECTORATE OF CONTRACTING
BUILDING 1-1333
BUtNER RD ......... .....
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2. THE LAMONT ROAD LANDFILL IS OPEN FOR OPERATION BETWEEN THE HOURS OF 7:30 AM AND 3:00 PM,
MONDAY THROUGH FRIDAY EXCEPT FOR THE HOLIDAYS LISTED. THE LANDFILL IS CLOSED ON NEW YEAR'S
DAY, INDEPENDENCE DAY, THANKSGIVING DAY, AND CHRISTMAS DAY.
3. THE CONSTRUCTION AND DEMOLITION LANDFILL IS PERMITTED FOR DISPOSAL OF CONSTRUCTION AND
RENOVATION DEBRIS: PLYWOOD, FIXTURES, ELECTRICAL MATERIALS, DOORS, PAINTED WOOD,
NON -RECYCLABLE CONCRETE, WINDOWS, DRYWALL, SHINGLES, VINYL SIDING, PLUMBING MATERIALS, AND
TREATED WOOD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITHIN THE C&D LANDFILL BY THE LANDFILL
OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR OBTAINED AND WITH MANIFEST
DOCUMENTS BEFORE ACCEPTANCE FOR THE WASTE BEFORE PLACING INTO THE C&D LANDFILL.
CONTRACTOR SHALL NOTIFY LANDFILL 24 HOURS IN ADVANCE OF ASBESTOS DISPOSAL AT 910-396-6873. YARD
WASTE IS NOT ALLOWED IN THE C&D LANDFILL.
4. THE TREE AND YARD WASTE RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT YARD WASTE, TREES
5. THE CARDBOARD RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT ANY TYPE OF CORRUGATED
CARDBOARD, WITH THE FOLLOWINGS EXCEPTIONS: NO PAPERBOARD, FOODBOARD, AND NO WAXED
CARDBOARD. ANY CARDBOARD CONTAMINATED WITH FOOD SHALL NOT BE DISPOSED OF IN THE CARDBOARD
RECYCLING COLLECTION AREA.
6. THE CONCRETE RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CLEAN CONCRETE BRICKS, AND ASPHALT
DEBRIS. CLEAN CONCRETE MUST BE SEGREGATED FROM OTHER WASTE FOR RECYCLING- CLEAN CONCRETE
SHALL BE FREE OF ASBESTOS, FREE OF LEAD -BASED PAINTS, AND FREE OF HAZARDOUS MATERIALS/WASTES.
NO MASTIC AND NO TILES ARE ALLOWED IN CONCRETE RECYCLING AREA.
7. THE PALLET RECYCLING AREA IS PERMITTED FOR DISPOSAL OF WOOD AND METAL PALLETS. PALLETS MUST
BE STACKED NEATLY IN DESIGNATED AREA.
8. THE METAL RECYCLING AREA IS PERMITTED FOR DISPOSAL OF ANY SCRAP METAL GENERATED FROM THE
CONSTRUCTION SITE. SCRAP METAL SHALL BE SEGREGATED BY ALUMINUM, BRASS, COPPER, AND STEEL AND
PLACED IN THE APPROPRIATE CONTAINERS. CONTRACTOR SHALL REMOVE ALL TYPES OF MATERIALS
ATTACHED AS MUCH AS POSSIBLE.
9. THE CONCERTINA RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CONCERTINA WIRE. CONTRACTOR SHALL
10. THE WASTE TRANSFER STATION (WTS)) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND
HOUSEHOLD WASTE FROM SUPPORT RCTIVITIES, TROOP BARRACKS AND MOTOR POOLS AND FORT BRAGG'S
FAMILY HOUSING. THE MSW IS PREPARED FOR SHIPMENT AND IS TRANSPORTED TO AN APPROVED AND
PERMITTED LANDFILL OFF FORT BRAGG.
11.TIRES ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS.
12.HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS.
13. APPLIANCES/WHITE GOODS WHICH INCLUDE ITEMS SUCH AS; WASHERS, DRYERS, REFRIGERATORS, AND AIR
14. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE LAMONT LANDFILL. ALL
LANDFILL USERS WILL RECYCLE TO THE MAXIMUM EXTENT POSSIBLE.
15.A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT BY
COORDINATING THRU THE CONTRACTING OFFICER REPRESENTATIVE AND APPROVAL AND ISSUED BY THE
SOLID WASTE MANAGEMENT FROM THE PUBLIC WORKS BUSINESS CENTER (PWBC), ENVIRONMENTAL
SUSTAINMENT DIVISION (ESD), PHONE NUMBER [phone].
16.STATE LAW AND POST REGULATIONS REQUIRE COVERING OF LOADS TO PREVENT LITTER, 15A NORTH
CAROLINA ADMINISTRATIVE CODE 13B.0105(D) STATES: "VEHICLES TRANSPORTING WASTE SHALL BE LOADED
AND MOVED IN SUCH A MATTER THAT THE CONTENTS WILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED
WHEN NECESSARY TO PREVENT BLOWING MATERIAL. IF A SPILL OCCURS, THE TRANSPORTER SHALL PICK UP
THE MATERIAL IMMEDIATELY, RETURNED TO THE VEHICLE AND THE AREA PROPERLY CLEANED -UP."
17.PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORTED
TO THE LANDFILLS AND SHALL COMPLY WITH ALL GUIDANCE WITHIN THE PROJECT DOCUMENTS. THE LOADS
COMING INTO THE RECYCLING AREA AND C&D LANDFILLS AND WTS ARE SUBJECT TO INSPECTION AND
SCREENING BY THE LANDFILL OPERATORS AND/OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL
TO ENSURE COMPLIANCE IS BEING MAINTAINED. NON -COMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP AND
THE VEHICLES MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION. CONTRACTOR SHOULD VISIT
WWW.BRAGG.ARMY.MIUDIRECTORATES/DPW/ENVDIV/PAGES/SOLIDWASTE.ASPX FOR ADDITIONAL LANDFILL
►. ►� = ROAD CLOSED WITH GATES OR BARRIERS
POST ACCESS CONTROL POINT (ACP) PLAN
ACP NUMBERS 1, 5, 8, 4, 13, 11 OPERATES 24HRS/ 7 DAYS A WEEK, ALL PROCESSING ACP NUMBERS 3, 9, 10
OPERATES 24HRS/ 7 DAYS A WEEK, DECALS ONLY ACP NUMBERS 6, 2, 7, 8A, 12 OPERATES 16HRS/ 5 DAYS A
WEEK. DECALS ONLY TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK. TRUCK INSPECTION PLAZA.
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A DECAL, HAVE A
TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL OR PRIVATELY OWNED VEHICLES
REQUIRE REGISTRATION. VEHICLE REGISTRATION IS REQUIRED.
LEGEND
ROADS
STREETS
,—j-1 ;4 RAILROADS
INSTALLATION BOUNDARIES
INTERSTATE ROUTE
U. S. ROUTE
STATE ROUTE
LAKES
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EXISTING TOPOGRAPHIC SURVEY
101
SCALE 1" = 30'-0"
GENERAL NOTES:
1. SITE SS007 JET FUEL PLUME IS AN APPROXIMATE LOCATION PROVIDED BY FORT BRAGG DPW, IRP/CC
PROGRAM SUPPORT, ENVIRONMENTAL COMPLIANCE BRANCH. EXACT BOUNDARY LIMITS SHALL BE
PROVIDED BY THE GOVERNMENT PRIOR TO CONSTRUCTION.
2. WETLAND BOUNDARY SHOWN IS AN APPROXIMATE LOCATION PROVIDED BY FORT BRAGG DPW GIB
INFORMATION.
3. EXISTING WATER AND SANITARY SEWER LOCATION WAS DETERMINED BY FORT BRAGG DPW CIS
INFORMATION. EXACT LOCATION AND SIZE SHALL BE VERIFIED BY ONUS.
4. EXISTING SANITARY SERVICE IS A 6" SERVICE NO LONGER IN USE.
SURVEY NOTES:
1. THE BASIS OF THE MERIDIANS AND COORDINATES FOR THIS SURVEY IS THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM (NAD-1983). ELEVATIONS ARE BASED ON NAVD-1988, USING GEOID 2009 FOR
ORTHOMETRIC HEIGHT DETERMINATION. GEODETIC COORDINATES DETERMINED BY STATIC GPS
OBSERVATION ON 8-1-12
2. ABOVE GRADE AND UNDERGROUND UTILITIES SHOWN WERE TAKEN FROM FIELD LOCATED VISIBLE
APPURTENANCES, ATLAS MAPS AS MAY BE AVAILABLE FROM MUNICIPALITIES OR UTILITY COMPANIES, AND
A OTHER DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH
HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION CONSULTED.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. AVAILABILITY AND COST OF
SERVICE SHOULD BE CONFIRMED WITH THE APPROPRIATE UTILITY COMPANY. TO AVOID ANY POSSIBLE
HAZARD OR CONFLICT, IT IS A REQUIREMENT OF THE UNDERGROUND UTILITY DAMAGE PREVENTION ACT, FOR
ANYONE WHO ENGAGES IN EXCAVATION TO NOTIFY ALL KNOWN UTILITY OWNERS NO LESS THAN THREE (3)
OR MORE THAN TEN (10) WORKING DAYS PRIOR TO THE DATE OF THEIR INTENT TO EXCAVATE. CALL NORTH
CAROLINA ONE CALL AT 811.
3. CONTOUR INTERVAL ONE -FOOT, CONTOURS WERE INTERPOLATED FROM RANDOM SHOTS TAKEN ON A
50-FOOT INTERVAL.
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"' 4. FIELD SURVEY COMPLETED BY KCI ASSOCIATES OF NC AUGUST 1-3, 2012. NON -GRAVITY UNDERGROUND
a z UTILITIES SHOWN AS WELL AS TREES AND WETLAND LINE WERE TAKEN FROM PREVIOUS SURVEY
z w PERFORMED BY BARGE, WAGGONER, SUMNER, & CANNON, INC.
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FIE r n.�' - 1 1 1 1 1 III11
15„�
�I1111111111j111 � ` ` A `♦ v`
�y1ry1'11p�E+ y ♦ t `S` v ♦`v `�
REMOVE EXISTING
CURB AND GUTTER , , / / ,/ /' �' � .�� ?�;r '� 15•• ,N�_, \` REMOVE 24" PINE \\ \\ \\ \\ \ \ 11111111\'IIIII` \IIIII II i \✓, �,', ``\�\\\t-``� `��```` EXISTING ABANDONED TELEPHONE
A 1 1 / ♦ ♦ v v
, ,'' , ' ��'�� i / �- \ \ \ \ \ � \ \\ \ 11 I 1 I , , , � ♦ta , \ \ \� � �\\ �`\ PEDESTAL. REMOVE PEDESTAL
y \\\\ AND UNDERGROUND CABLING TO
> 7 xx `\ \ ♦ u 1; ,', \ u `a sa, \`\\ PROJECT LIMITS. CAP CABLING AS
' ' ' ' X y REMOVE EXISTING \ \ _ EQUIRED
'' ' /'� 1 / /.. ♦ \\ \\ \\ 1 / i EX. TREAM \\ \
EXISTING WOODS TO BE � / / ��''/ � _ $ v v v v I I n / v v v
^ I
CLEARED (TYP.) , ,/ , , � ,� TREES � v vv vv vvv v / / , TOpvOF BANK
r ' / / /' /' / /' /' / / � / < , v ♦ vv vVAVAVAAAV� AAA /p! V ♦ -♦A VA VAA VI
r� 1 �INE/ AAA♦\v
EWEL E G
REMOVE EXISTING ROTECTED
EXISTING 24" RCP ASPHALT AND BASE01 11 1 4
TO REMAIN 12; INE' / -/ ' COURSE \> \\♦`\\�`-_;,\ \
` ` ♦" - A: ` REMOVE ]STING CATCH
TPED ♦ \ .. � � \ \
,/ , TPED ` �� `\`-___::::` . \ \ \ ///� / II BASIN AND12"RCP
- / -�15' M v _v♦v ♦v � v AAV v\ vv i// 1 / II
_ 1
REMOVE EXISTING
CURB AND GUTTER
1 ' i
I /
EXISTING ABANDONED TELEPHONE / 7 - STORM MANHOLE'
PEDESTAL. REMOVE PEDESTAL
AND UNDERGROUND CABLING TO F. ' 2aiCPUALv�as_.' __--- x
PROJECT LIMITS. CAP CABLING AS ' - _PLC, , _RCP MAP '�18 PINE
REQUIRED
c h 1 rn
r
CONSTRUCTION / / �, �� ',< '' ♦ ' ,-' `�
LIMITS ------------------
a ar_ arr ar uw-tea /ih-arr ar- '' / \ \- -`--� - \ pA-ar av-ar ar-wr an-an-axr plr-qn-pll-dn� -
10 ELM
8" FRUIT
24. PfNE
_ CABLE
PED
_-_ --
W. -- _W Wx Wx '-x_-- _Y1 --_ W -------- Wi_-w W'x -._- -._Wx �W--Qt`rawbiWAw W __ W
_ _ --- 4 PVC DRAIN_
----- EXISTING ELECTRIC REMOVE EXISTING 188.60
CONSTRUCTION----189 - EXISTING 6" XTIMA ft- ---- SURVEYOR STREET MANHOLE TO BE ASPHALT AND BASE 4"PV_C DRAIN_ REMOVE EXISTING CURB
LIMITS - MAIN (APPROX�7A _ AND GUTTER
--�� LOCATION) REMOVED BY COURSE 188.78
- - - ` __ --- -- _--- -- - -- - - -- _ 1 SANDHILLS ---190_-,
CONCRETE
CONC. SIDEWALK ,:__\ - - CONC. SIDEWALK _ --- - ----�'-�'- - _ _
_------ -_ - _ - -. - - - __
CURB
9a�`- GRATE188.59 `_/ __` \ \\\\ i /� CONC. SIDEWALK ,�'-- ' 191- _-_-
--'r - -f 1 24" RCP __ __-__ 15'RCP 586 2" GAS \fit 1 - / �` `_______
'--C12
STORM MANHOLE - 15" RCP /' 15" RCP -RCP f2" RCP
---� - -
�♦` ` \ II\ EXIST] POLE AND
\ ,' I
\\J` ` f
\ ♦l \` ♦ ♦` " \ rn OVERHE WIRES TO BE
REMOVED Y SANDHILLS
PRE
`\\
I II�♦\\\\\\\\ \�\♦ �\`\` INV 36"CMP
1 \ ` \\ `♦ \\ \I
\ \ \ \ \ \ \ \ � \" 1 1 r' 134.54
If
`♦` `�\ \♦�\ �6/ \
ROq
YARD INLET
1---- __--GRATE-176.09
`� ♦\\\\ \ \\\
/ I
36"RCP-164.84
GP RIM-191.20 >
SAW CUT AND 15"RCP IN-184.23 c CURB INLET_ _ STO M MANHOLE APPROXIMATE LOCATION)N-185 15 EXISTING 6" AC WATER IN E SSW OE
vAAT ENLE_7 REMOVE EXISTING �g
B 24"RCP 191.58 _ SIDEWALK 18"RCP IN-182.65 > GRATE-18945 CURB INLET CURB INLET RIM-18941 - ( S\j
24"RCP OUT-179. 24"RCP IN-177.58 In 15"RCP IN-184.65 GRATE-188.89 GRATE-188.72
24"RCP OUT-179.69 24"RCP OUT-177.50 15"RCP OUT-184.63 12"RCP IN-184.94 12"RCP IN-185.22 12" R POUT-185.23
REMOVE EXISTING 15"RCP OUT-184.89 12°RCP OUT-185.13 EXISTING GAS MAIN ONE STORY BUILDING
CURB AND GUTTER (APPROXIMATE
SIZE = 6")
C� DEMOLITION PLAN
101 SCALE 1" = 30'-0"
GENERAL NOTES:
1. SITE SS007 JET FUEL PLUME IS AN APPROXIMATE LOCATION PROVIDED BY FORT
BRAGG DPW, IRP/CC PROGRAM SUPPORT, ENVIRONMENTAL COMPLIANCE BRANCH.
EXACT BOUNDARY LIMITS SHALL BE PROVIDED BY THE GOVERNMENT PRIOR TO
CONSTRUCTION.
2. WETLAND BOUNDARY SHOWN IS AN APPROXIMATE LOCATION PROVIDED BY FORT
BRAGG DPW GIS INFORMATION.
3. ALL UNDERGROUND UTILITIES SHOULD BE MARKED PRIOR TO BEGINNING OF
DEMOLITION ACTIVITY.
4. ALL DEBRIS FROM DEMOLITION SHALL BE HAULED TO THE C&D LANDFILL ON BASE.
5. EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO DEMOLITION ACTIVITY.
6. EXISTING ELECTRICAL AND COMMUNICATIONS BEING RELOCATED IS SHOWN ON
SHEET E-101.
7. ALL EXISTING MONITORING WELLS ARE TO BE MAINTAINED DURING
A CONSTRUCTION ACTIVITY.
8. REMOVAL OF ASPHALT AND CONCRETE PAVEMENT SHALL INCLUDE THE REMOVAL
OF ALL SURFACE, BASE AND SUBBASE MATERIALS.
9. THE CONTRACTOR SHALL HAND -DIG TEST PITS AT ALL UTILITY CROSSINGS TO
DETERMINE THE EXACT LOCATION AND DEPTH OF ALL UTILITIES WELL IN ADVANCE
OF DEMOLITION WORK AND PRIOR TO ORDERING PIPE MATERIAL AND STRUCTURE.
UTILITIES FOUND DURING DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE
THE SOLE RESPONSIBILITY OF ANY CONTRACTOR ENGAGED IN EXCAVATION AT
THIS SITE. THE PROJECT MANAGER SHALL BE NOTIFIED IMMEDIATELY OF ANY
UTILITY FINDINGS WHICH DEVIATE FROM THE CONDITIONS SHOWN.
10. NOTE PROXIMITY OF ADJACENT STRUCTURES AND UTILITY LINES AND MAINTAIN
a z CONTINUED SERVICE DURING CONSTRUCTION. COORDINATE WITH RESPECTIVE
F z UTILITY COMPANIES AND ENGINEER SHOULD RELOCATION OF SERVICE BE
Z } REQUIRED.
0 N
N3 cH cn
va cn w
CABLE PEDESTAL
TO REMAIN
O SAW CUT AND
-�-- - REMOVE EXISTING
CONSTRUCTION SIDEWALK
LIMITS
LEGEND:
EDGE OF PAVEMENT
PAVEMENT MARKING
E I;!
UNDERGROUND ELECTRIC
C!-
UNDERGROUND TELEPHONE
r.-3�
UNDERGROUND GAS
- sa SD--
STORM DRAIN MAIN
CONSTRUCTION LIMITS/
LEED PROJECT BOUNDARY
- -
TREE LINE
WETLAND BOUNDARY
TREE LINE TO BE REMOVED
i
TO BE DEMOLISHED
XTREES
TO BE DEMOLISHED
W�-w�-
WATER MAIN
- ee ee.
SANITARY SEWER MAIN
JET FUEL PLUME
®
MONITORING WELL
B-3
SOIL BORING
NAIL A
SURVEY NAIL
0 PTP
POWER POLE
d PTLP
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r
GUY WIRE
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TELEPHONE MANHOLE
®
DROP INLET
®
CATCH BASIN
'O' FH
FIRE HYDRANT
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STORM SEWER MH
Da GV
GAS VALVE
EXISTING PINE
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SHEET
IDENTIFICATION
CD-101
SHEET 4 OF 17

1
2
3
12
5
I
C
0
0
FOLIO - FOR OFFICIAL USE ONLY ---- TOP\JF BANK �� 1
EX.VSTREAM
PROPOSED TREE LINE I v 36" PMP
- 1
- -,7
VEGETATED \
i
18"FINE r,i!r
/ / ♦ // �� I I - �80LPRE-ENGINEEREDSEGMENTAL ENGLOBLOCKRE RETAINING
N
�WALL DESIGN LED BY
MNUACTUER/ STALR)
18'YPINE-'
1gj W=186.10 �� V �', 1111�1�11�I�1, �� }��� A `v v�
. . . . . . . '� 1, ��III'Il'h,. �\ EX.STJ2EAM \
15 PINE��i �' ii �-_���� � � �' I', I;� ���, ,,�,�,.II � V �� �fiQPOF�ANK �
/ // ♦ . 188.30
.gym H 18 0 GRASS
�I [7AD PAVERS +�
CONSTRUCTION LINE 88.60
♦ 1, ss,10
188.70 188.60 y
188.90 18 .90 188.7
+ �� "V`„ "' i
/ TW=1W 02
/ BW=184.50
189.00 1 8.80
/ / ♦ i/ > 1 .90 \ 30' VEGETATED
PINE/ 189.00 189.00 \. -�- EX MONITORING
/ ♦ / a L � - WELL TO BE (BUFFER
MAINTAINED TYP 1 ,
/ i ♦ 188.9 RE NT�q �.
E _
PRY 2' PIN R i 0 189.00 CONCRETE 1 0 1
♦ SIDEWALK L00
24,'PINE � _ /..189.00
W � ,
/ PROPOSED BUILDING 189.00
FFE-189.00
PROPOSED TREE LINE�
12 PINE'_* /� ROOF DRAIN
/ 8 .50 NCDOT CLASS B
---- /� CONNECTION (TYP.) RIP RAP PER NCDOT 188.90 �'e A 1 ��
/ - _ A i 1 , �: �`. 164 54 CMPN�\
--- '" _ I� STD 87602 '� \ ��.�..� . ?� � I
�x ,s oRM MANHOLE - I HANDICAP �2
Rlro rases /
RC2JN-IN�RAMP TYPEACURB24
24RCP OUT-17243
�
189.00 a
aaaa-rra as r---rraa� aar��-aiaara� a 189.00
189.00�o --
B 5 ,
m 188.50 88.90 �188.90
_ _♦ - 185.20 w h 88. 188.9}-(j) a /
♦ --
so 0 / + ----- s so s / ASPHALT
-/// / ♦1 �.85.2 12� � 188.90 g„PVC � ! ��;;� �✓
/ �♦ 18 �- 3 Pt
��
. r--i"-�-% 0K 88.45 188 17 188.67 187.22/ �s,
18, OAK, / ♦ a 188. 7 88.14 oA
♦ 186.7 R
10"ELM ,f.. 1 1 .7
185.25 a 18 .981 8.0 188.07 187.12 L
8" FRUIT _ �_ �0 ��� WOO)5 f /
88.00 `. SHE
CONCRETE FLUME
-'-1z'4AK -" (NOSE DOWN CURB 2'
CABLE
FROM FLUME)
CONCRETE CURB & a
___
ED
q87
87
$
GUTTER
NOSE DOWN CURB
CONG. SIDEWALK
0
1 5
as
as
188.50
18
0
50
----arras
188
188.72
MATCH EXISTING SIDEWALK
w. a a a- a a a a a
a 1
♦
4 PVC DRAIN
FOR LINE AND GRADE
- as --
-
♦
18860
---STREET
4°PVC DRAIN
-JRVEYOR
----- /
18838
.__
CONC. SIDEWALK ._ �
CONCRETE
CONC SIDEWALK
�-�_
-._--___----
_- i ---__
-
-
--_-_---;
/✓ //
VGµ,RATE
18859 ��-�� �
I �
/ _
CONC. SIDEWALK
- ----
24 CP-- -.
-_
- -___
- - _
RCP OUT-185.86# / i� 0-....__....,
15"RCP N �-R�44"12"RCP N
S
STORM MANHOLE
15"RCP
#
FUE�P`UM
GQ
RIM-191 20
YARD INLET`
GRATE-191.58
e
RCPI
15RCPIN-184.23
CURB INLET cuRe wL ET
CURB INLET
STD
STORM MANHOLE
MATCH EXISTING SIDEWALK
SS001
$\��
24'RCP
HANDICAP RAMP
18"RCP IN-182.65
za°RGP IN-m sa
GRATE-189A5 GRATE-188.89
15"RCP
GRATE-188.72
RIM-189.41
2 RCP our-1as.z3
FOR LINE AND GRADE
-
OUT-1 9
24"RCP OUT-179.69
24"RCP OUT-177.SC
OUT-184 12"RCP OUT-184
15"RCP OUT-184.63 15"RCP OUT-184.89
12"RCP OUT-185
12"RGP OUT-185.13
ONE STORY
BUILDING
MATCH EXISTING SIDEWALK
FOR LINE AND GRADE
GENERAL NOTES:
1. ADJUST TOP OF CURB GRADES TO SMOOTH TRANSITION.
2. SAWCUT EXISTING PAVING AS NEEDED TO INSTALL NEW CONSTRUCTION.
3. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION
SPECIFICALLY ANY WORK WHICH WOULD NORMALLY BE REQUIRED TO
COMPLETE THIS PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS
RESPONSIBILITY TO COMPLETE SUCH WORK.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER OF ANY DEVIATION FROM THIS PLAN PRIOR TO ANY CHANGE BEING
MADE. ANY DEVIATION FROM THIS PLAN WITHOUT WRITTEN AUTHORIZATION
FROM THE ENGINEER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5. SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES BETWEEN THE PLANS
AND FIELD CONDITIONS, THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY TO
RESOLVE THE SITUATION. SHOULD THE CONTRACTOR MAKE FIELD
CORRECTIONS OR ADJUSTMENTS WITHOUT NOTIFYING THE ENGINEER, THEN
THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THOSE CHANGES.
6. THE CONTRACTOR SHALL NOTE THAT IN CASE OF ANY DISCREPANCY BETWEEN
THE SCALED AND FIGURED DIMENSIONS SHOWN ON THESE PLANS THE FIGURED
DIMENSIONS SHALL GOVERN.
7. FILL IN STRUCTURAL AND PAVEMENT AREAS SHALL BE PLACED IN HORIZONTAL,
EIGHT -INCH MAXIMUM LOOSE LIFTS AND COMPACTED TO AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY PER ASTM D-698. IN BUILDING. AREAS FILL
SHALL EXTEND A MINIMUM OF 10 FEET BEYOND THE BUILDING LIMITS AND FILL
SLOPES NO STEEPER THAN 2:1 SHALL BE USED. SEE THE PROJECT
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST
ACOE STANDARD DETAILS AND SPECIFICATIONS AND ALL REVISIONS THERETO,
UNLESS OTHERWISE NOTED.
9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE TO SWALES AND/OR
STORM DRAIN SYSTEMS AT ALL TIMES.
CG SITE AND GRADING PLAN
101 SCALE 1" = 30'-0"
SITE INFORMATION:
1. TOTAL DISTURBED AREA = 2.08 ACRES.
2 PARKING
T= FARKING SPACES PROVIDED = 85 SPACES
HANDICAP SPACES REQUIRED = 4 SPACES
HANDICAP SPACES PROVIDED = 4 SPACES
VAN ACCESSIBLE SPACES REQUIRED = 1 SPACE
VAN ACCESSIBLE SPACES PROVIDED = 2 SPACES
3 THE EXISTING STREAM LOCATED ADJACENT TO THE WETLAND BOUNDARY
ALONG THE NORTH OF THE EXISTING PARKING SHALL MAINTAIN A 25'
VEGETATED BUFFER. THE STREAM CENTERLINE IS NOT SHOWN AND SHOULD BE
FIELD VERIFIED PRIOR TO BEGINNING CONSTRUCTION.
4 WETLAND BOUNDARY SHOWN IS AN APPROXIMATE LOCATION PROVIDED BY
FORT BRAGG DPW GIS INFORMATION.
5. THE SITE LIES WITHIN FEMA ZONE X (AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON F.I.R.M. NO. 3710959100J,
DATED JANUARY 5, 2007.
_YARD INLET
GRATE-176.0f
36"RCP-164.8
191 \-MATCH EXISTING
® SIDEWALK
FOR LINE AND
GRADE
HANDICAP RAMP
LEGEND:
®
MONITORING WELL
SOIL BORING
NAIL
SURVEY NAIL
0 PTP
POWER POLE
$
LIGHT/POWER POLE
# PTLP
>_
GUY WIRE
OO
TELEPHONE MANHOLE
in
DROP INLET
®
CATCH BASIN
)�)' FH
FIRE HYDRANT
STORM SEWER MH
I>< GV
GAS VALVE
EDGE OF PAVEMENT
PAVEMENT MARKING
165
CONTOUR
INTERMEDIATE CONTOUR
- -
EXISTING TREE LINE
- -
PROPOSED TREE LINE
SD.
STORM DRAIN MAIN
WETLAND BOUNDARY
CONSTRUCTION LIMITS/
----------�
LEED PROJECT BOUNDARY
JET FUEL PLUME
STORMWATER TREATMENT AREA
EXISTING PINE
-- -
EXISTING OAK
w rr by ..
-
aea
I
Dr- 6!a er
•JIt ��:
- r D�21'Lol
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1" = 30 GRAPHIC SCALE
NORTH FOLIO - FOR OFFICIAL USE ONLY
Q
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SHEET
IDENTIFICATION
CG-101
` SHEET 5 OF 17
$$DGNSPEC$$
$$SYSTIME$$
$$USERNAME$$

1
2
3
12
5
FOUO - FOR OFFICIAL USE ONLY
/
_
• �' �' �- _�' i'/// "////// ___ �_---- \! X \ BOWER
D /////�' �¢yME//'/�/NE /f, �f ice' _�`��, \` \\\�\\\\\ Ilr/I' /
A.
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/ \ \
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/ / / / / r!, \ \ 1\111111111
/' '//' /'/rr/4 }5 PINE
E%\STREAM
PINF /�' , `\ y\\d\\\ anrvrc \ 21 \\\\ 1� / r rr / \ \ \ \ \\\ \\�\\ ♦ 1 \ \\ 130- •$INS /\ / '/ / / BUFFS VEGETATED
�iNR
// / / f / • / ��\C\`\\\\\\ �\ 1`\ \1\ 11 BUFFER
/ / /
PRY/ Y / / 1]y PINE/.,���11
�r / / / / *l-•i\\\� _ \.•.\\r I 1
-PI
' �y� ��% s�9�/ r �'•'� i % /' / %� _ ,♦ \\\\ - \\\°\\\ \\\\\\`\\\\ �-,(b/ fit III
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--2aa�a v�o�ulr'X+�iz6aa '/ // �y i= ,a�Ne�,SII //\MINIX\\\�\�\I_IPwE / 1 I
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wE
/,� _--'/i--_ i/ / • i1 • 1 ��""/`� //'G. N• '_-cRnrEN. os
ARowLeT
/ L >
,fi ELMS
8 FRUIT // j�///%////// /- w \\\\\ \\ a "k l'llll
Ta � / � �/ /��� / ���� � _ tv�� `v� �� vv ..�"°�•i lS! lil
z'•n�E.' Nei / ./ //�/ �/ //! �� / /" �/ � �
//
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060
SURVEYOR ET • fee Ta NRAK • G e, , �- \
EXISTING CONSTRUCTION LIMITS 1, ; �a -_- --�Y -- --- �� -_-- '�-_ _-__' - oNe soEmn --
.. •�^-y`- CONIALTE ,_ coN s ENALrc ___ �� �__ + t - —�\ -_____
TOTAL AREA = 90,387 S.F. OR 2.08 ACRES ` - ~ / 1, 2<•RCP` - GNRAE"a s9 G \ / \\1 - GONE SIDEWALK - ~a __ '® • r+if- i
--- '/ POUT- 1" _ _ , ; �CfYV
--- - - -
24-POP - a • -. •- L/_- .w ♦'� t -, .MRCP ]\' 151ROP +ahcS _M. ! I __ 1\/�® • /
858fi ,t �/
STORM MANHOLE yl'L"RGP -Y ��� I ♦ ,•� r \ a _- ---------- It
-.. - ta. , r • __._--'r'1
IMPERVIOUS AREA = 42,689 S.F. OR 0.98 ACRES 0 4-, OPIS 15POP N°,0515
TARTART 9 se :RCP IN40c9 URA LET STORM MANHOLE
PERVIOUS AREA=47,698S.F. OR1.10ACRES "R°PN,1e1 IRCPIN177RE AE 1a 5 REALE1URT GNRAN T_ R'M-'�°"
2c'HC O 11 EY 2 RCP IN-i T/50 ; C -18c fi5 GR 1e8.ftB GRA E-- - RIM 189IT OUT-18523
20 RCP OUT 1T1, 50 •v RCPOUT-180fi3 .2XCPIN'PIN4 2RCPN-185.22 12
'5-RCPOUT-1lUIM 12RCPOUTT8S13 ONE STORY BUILDING
EXISTING CONDITIONS DRAINAGE AREA MAP
SCALE 1" = 50'-0"
--- �I
EX REAM 1� 1' • A
- Tn FBA \v � J11 �1ivN
f n5crae -
Ov -
_ VVEGlATEqBUIEFE
/ v
v
6 SB r
B / w PMF , "� / �� �� � wU �
"/ / -. ` ` �v II li -��v
/ GRASS 9� v `t__ `� . .
PAVERS V v l/�'I lI�>jl n� wv
PROPOSED BIORETENTION / / �' 1 �i 41 i ^It. ` Yp o�a Marc
FACILITY SEE DETAIL / / - "/ mI,I ���}{.,. .,
SHEET CG-103 / , /' // '��'� rA i � 'L'i A/� \
j/ �.,//
/
' i • Pln,� - > T� - A ER WELL TOTE N% O A BUFFER
EGETATED
/ n I' A V AA WELL BE �lA T BUFFER
/ / 4r I MA NTAwEC rY� I , N I
/ 188.90 31 �1 vA
/ ^ PIdE �,. , /
DRAINAGE AREA TO j •ce - , _ /dz irr/ / // v �I
BIORETENTION FACILITY •�!� =��F 1� I ��� II II
1,
v, i /- I�
I I `
I � l �
- v v �°`
- � sM CMP\� ppAO
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CONSTRUCTION u.... - , ' / e % v� vvv \Vv�"ti• ` o NovF`
LIMITS - � i / 3n
/ I� B �88.90 //•\ may\ \�a>o-/ /j,
/ + 1 /
m •
�. 1 }D 188.9 �. 0 BG + {A� _� ASPHALT YARD "
;. e 1s"P�G c BB.90 e P 3 5 e ET
AT, • GRATE�1i6 a3
n� �.'q sR 11P .:= q -moo + _:d •M H� 88 y- 1 3s'RCP-1Aana
8]
712
.12
DRAINAGE AREA TOIN
aF
x\+
2 r-
F
E
u 1S+ >
/
BIORETENTION FACILITYUI, 4.„�� ° .,''���t /, ���, `✓/,/,i/% �'i; /'''•
TOTAL AREA = 33,715 S.F. OR 0.774 ACRESTLx
_
t' •:�' ; '1 k [, _. �, P - x_uR'S-� J. 1 /��j�
IMPERVIOUS AREA FF 26,746 S.F. OR 0.614 ACRES /L -1� ��� eai.,ie-- .... _. rum
no� s�R�EvoRsiaEEt .1
A PERVIOUS AREA= 6,969 S_F. OR 0.16 ACRES �� ;B9 a IF-- v im'® � / '` �Y jr -�✓
" BS - • + `/-RV1 On/RLET • • 10URA'N • �.� \\
PROPOSED CONSTRUCTION LIMITS ;,�, -- ---st #.,_R �� 1887B---��.- --- -- -- ./,
/, / so,
TOTAL AREA = 90,387 S.F. OR 2.08 ACRES - -• _ _ _ / - - - - -•-' i ° -- 191 p�• (�
�J
• LOM1C 5'ICEYJALK • •
\ " •• • • a r PI.VN%L 1 R,o \� _ 1s RCP aiacP ✓ty�z'Rcr ,�a �• , w� a C_._ •... -._ t lit
__-- �_ •Q-©
IMPERVIOUS AREA = 45,302 S.F. OR 1.04 ACRES
fiAN E
N Fr -H1; n IT LRE \ ET L :ikl F1, VI- F L1 112 , PTI-T 1-Yj
PERVIOUS AREA= 45,085 S.F. OR 1.04 ACRES r III % ISPUT N F r 5 '; :.1 I F N 1852L
' 'S'R PUT ITT 4 fi, ( F 111T 1y11, 11 1,11 ,1,1 V513 ONESTORY
BOILMNG
04
0W< w PROPOSED CONDITIONS DRAINAGE AREA MAP
�
z
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Z BID W
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LEGEND:
®
MONITORING WELL
SOIL BORING
SURVEY NAIL
NAIL
0
POWER POLE
PTP
PTLP
LIGHT/POWER POLE
r
GUY WIRE
OO
TELEPHONE MANHOLE
®
DROP INLET
®
CATCH BASIN
)�)/FH
FIRE HYDRANT
OO
STORM SEWER MH
>a GV
GAS VALVE
EDGE OF PAVEMENT
-E!
UNDERGROUND ELECTRIC
'C@
UNDERGROUND TELEPHONE
-G)
UNDERGROUND GAS
165
CONTOUR
_ TREE LINE
INTERMEDIATE CONTOUR
SD STORM DRAIN MAIN
Wes— WATER MAIN
ss, SANITARY SEWER MAIN
WETLAND BOUNDARY
CONSTRUCTION LIMITS/
LEED PROJECT BOUNDARY
DRAINAGE AREA TO FACILITY
IMPERVIOUS AREA WITHIN
CONSTRUCTION LIMITS
IMPERVIOUS AREA TO SWM FACILITY
STORMWATER TREATMENT AREA
RIP RAP AREA
FOLIO - FOR OFFICIAL USE ONLY
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SHEET
IDENTIFICATION
CG-102
SHEET B OF 17

1
FOLIO - FOR OFFICIAL USE ONLY
/ EX EX. STORM MANHOLE
H. RIM-185.82
EX. 24"RCP IN-173.46
— — — , EX. 24"RCP OUT=172-4�3-- --
--
15"PVC IN-179.00 (NE)
15"PVC IN-180.00 I
N
PROP.
GRADE
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wi:zix
CD
FLOW
2 I 3
BIORETENTION
FACILITY
All
185
1■■■■■■■■■■■■■fit■ 7��■■■■■■■■■�
186.2 i1
3' WIDE
CONCRETE FLUME
T WIDE CURB
X OPENING
1 YEAR W.S.E. ELEV.=185.05
SOD
186.75
SOD FACILITY USING
FESCUE/BLUE
GRASS MIX
STORMWATER MANAGEMENT PLAN
SCALE 1" = 1U-0"
�7fyl�Npj]
27" OF PLANTING
MEDIA MIX
__ __ ..-_ _ _... ____ ____ ____ _- - --------- .____ ____
. _ ._.. -_____ ___ _____ ___ =3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
-IIItl�lt 1 —III ,71III -III I 1 III III III —III —III —1 III III-1 —III III I 1—III =
INV.=180.18
INV.=179.83 #57 STONE
'SHW APPROXIMATE ELEVATION IS BELOW 178'.
SOD
181.75
181.42
180.75
6"PERFORATED
PVC UNDERDRAIN
(INV. VARIES)
114 L.F. 6" PVC
(PERFORATED)@ 0.50%
BIORETENTION FACILITY SECTION A -A
BIORETENTION FACILITY SECTION B-B
1' MINIMUM
CONCRETE FLUME DETAIL
FILTER
FABRIC
CO
RIP -RAP -J
T WIDE
CONCRETE
FLOW
12" TYPE'D' RIP RAP
(6"-12" STONE SIZE)
18" PLANTING MEDIA MIX
4" OF PEA GRAVEL
8" OF #57 STONE
6" CAP INV.180.83
PLAN VIEW
E ETE
rd
I
I
TYPED' RIP RAP
I� (6"-12" SIZE STONE)
so
3' WIDE CURB
OPENING
NOTE
PROPOSED
BUILDING
So 8" PVC S° So
a
J
THE 6" PERFORATED UNDERDRAIN SHALL HAVE
A MINIMUM OF 4 ROWS OF 3/8" DIAMETER
PERFORATIONS PROVIDED EVENLY AROUND THE
PIPE AND PLACED 6" ON CENTER WITHIN EACH
ROW FOR THE ENTIRE LENGTH OF THE PIPE.
SOD I fJ 18" /
� FLOW
LEGEND:
®
MONITORING WELL
B-1 Q�
SOIL BORING
NAIL A
SURVEY NAIL
0 PTP
POWER POLE
PTLP
LIGHT/POWER POLE
r
GUY WIRE
0
TELEPHONE MANHOLE
®
DROP INLET
®
CATCH BASIN
@o
STORM SEWER MH
I>< GV
GAS VALVE
EDGE OF PAVEMENT
PAVEMENT MARKING
186
CONTOUR
INTERMEDIATE CONTOUR
SDx
STORM DRAIN MAIN
WETLAND BOUNDARY
SOD AREA
RIP -RAP AREA
CONCRETE FLUME
12" TYPE'D' RIP RAP
(6"-12" STONE SIZE)
FILTER r Cl,'`
FABRIC r;; h t"
18" PLANTING MEDIA MIX 5ti/6I Z, 12 %r� 3
_i�%G(r-103 Z ! 13
4" OF PEA GRAVEL
0 0 0 8" OF #57 STONE
0 0 0 LA
CAP
15' �� 0 10 20
f 1
SECTION V = 10' GRAPHIC SCALE
FOREBAY DETAIL
NORTH FOLIO - FOR OFFICIAL USE ONLY
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SHEET
IDENTIFICATION
CG-103
SHEET 7 OF 17

1
FOUO - FOR OFFICIAL USE ONLY
2
3
0
5
C
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0
OPERATION AND MAINTENANCE PROVISIONS FOR SIORETENTION FACILITY
BMP ELEMENT:
POTENTIAL PROBLEMS:
HOW TO REMEDIATE THE PROBLEMS:
THE ENTIRE BMP
TRASH / DEBRIS IS PRESENT.
REMOVE THE TRASH / DEBRIS.
THE PERIMETER OF THE
AREAS OF BARE SOIL AND/ OR
REGRADE THE SOIL IF NECESSARY TO
BIRETENTION CELL
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN PLANT A
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
THE INLET DEVICE: PIPE,
THE PIPE IS CLOGGED.
UNCLOG THE PIPE. DISPOSE OF THE
STONE VERGE OR SWALE
SEDIMENT OFF -SITE.
THE PIPE IS CRACKED OR
REPLACE THE PIPE.
OTHERWISE DAMAGED.
EROSION IS OCCURRING IN THE
REGRADE THE SWALE IF NECESSARY TO
SWALE.
SMOOTH IT OVER AND PROVIDE EROSION
CONTROL DEVICES SUCH AS REINFORCED
TURF MATTING OR RIPRAP TO AVOID
FUTURE PROBLEMS WITH EROSION.
STONE VERGE IS CLOGGED OR
REMOVE SEDIMENT AND CLOGGED
COVERED IN SEDIMENT.
STONE AND REPLACE WITH CLEAN STONE.
THE PRETREATMENT
FLOW IS BYPASSING
REGRADE IF NECESSARY TO ROUTE ALL
AREA
PRETREATMENT AREA AND/OR
FLOW TO THE PRETREATMENT AREA.
GULLIES HAVE FORMED.
RESTABILIZE THE AREA AFTER GRADING.
SEDIMENT HAS ACCUMULATED
SEARCH FOR THE SOURCE OF THE
TO A DEPTH GREATER THAN
SEDIMENT AND REMEDY THE PROBLEM
THREE INCHES.
IF POSSIBLE. REMOVE THE SEDIMENT
AND RESTABILIZE AND PRETREATMENT
AREA.
EROSION HAS OCCURRED.
PROVIDE ADDITIONAL EROSION
PROTECTION SUCH AS REINFORCED TURF
MATTING OR RIPRAP IF NEEDED TO
PREVENT FUTURE EROSION PROBLEMS.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND.
THE BIORETENTION CELL:
BEST PROFESSIONAL PRACTICES
PRUNE ACCORDING TO BEST
VEGETATION
SHOW THAT PRUNING IS NEEDED
PROFESSIONAL PRACTICES.
TO MAINTAIN OPTIMAL PLANT
HEALTH.
PLANTS ARE DEAD, DISEASED OR
DETERMINE THE SOURCE OF THE
DYING.
PROBLEMS: SOILS, HYDROLOGY, DISEASE,
ETC. REMEDY THE PROBLEM AND REPLACE
PLANTS. PROVIDE A ONE-TIME FERTILIZER
APPLICATION TO ESTABLISH THE GROUND
COVER IF A SOIL TEST INDICATES IT IS
NECESSARY, IF SOD WAS USED, CHECK TO
SEE THAT IT WAS NOT GROWN ON CLAY OR
IMPERMEABLE SOILS. REPLACE SOD IF
NECESSARY.
TREE STAKES/WIRES ARE
REMOVE TREE STAKE/WIRES (WHICH CAN
PRESENT SIX MONTHS AFTER
KILL THE TREE IF NOT REMOVED).
PLANTING.
THE BIORETENTION CELL:
MULCH IS BREAKING DOWN OR
SPOT MULCH IF THERE ARE ONLY RANDOM
SOIL AND MULCH
HAS FLOATED AWAY.
VOID AREAS. REPLACE WHOLE MULCH
LAYER IF NECESSARY. REMOVE THE
REMAINING MULCH AND REPLACE WITH
TRIPLE SHREDDED HARD WOOD MULCH AT
A MAXIMUM DEPTH OF THREE INCHES.
SOIL AND/OR MULCH ARE
DETERMINE THE EXTENT OF THE
CLOGGED WITH SEDIMENT.
CLOGGING - REMOVE AND REPLACE
EITHER JUST THE TOP LAYERS OR THE
ENTIRE MEDIA AS NEEDED. DISPOSE OF
THE SPOIL IN AN APPROPRIATE OFF -SITE
LOCATION. USE TRIPLE SHREDDED HARD
WOOD MULCH AT A MAXIMUM DEPTH OF
THREE INCHES. SEARCH FOR THE SOURCE
OF THE SEDIMENT AND REMEDY THE
PROBLEM IF POSSIBLE.
AN ANNUAL SOIL TESTS SHOWS
DOLOMITIC LIME SHALL BE APPLIED AS
THE pH HAS DROPPED OR HEAVY
METALS HAVE ACCUMULATED IN
RECOMMENDED PER THE SOIL TEST AND
TOXIC SOILS SHALL BE REMOVED, DISPOSE
THE SOIL MEDIA.
OF PROPERLY AND REPLACED WITH NEW
PLANTING MEDIA.
THE UNDERDRAIN
CLOGGING HAS OCCURRED.
WASH OUT THE UNDERDRAIN SYSTEM,
SYSTEM
THE DROP INLET
CLOGGING HAS OCCURRED
CLEAN OUT THE DROP INLET. DIPOSE OF
THE SEDIMENT OFF -SITE.
THE DROP INLET IS DAMAGED.
REPAIR OR REPLACE THE DROP INLET.
THE RECEIVING WATER
EROSION OR OTHER SIGNS OF
CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE
QUALITY 401 OVERSIGHT UNIT AT
OUTLET.
919-733-1786.
PIPE TYPES / SIZE �,-
SPECIFY
LOCATION
SPECIFY
LOCATION
i
SPECIFY
i
LOCATION -
-- BASIN SIZE —!
i
1
UP TO 6 OUTLETS AVAILABLE
-- BASIN HEIGHT -- ---I
i
----INVERT HEIGHT- —I MINIMIIMSIIRIO
BASIN 517E
STANDARD
MINIMUM
HEIGHT
SUMP
8"
18'•
6"
10"
20"
6"
3pX
6..
6'
24"
38'•
8"
30"
48"
IV
36"
54"
14"
INVERT HEIGHT Grata Options
INVERT HEIGHT H-20 H-20 Rated Heaey Duty
Pod H-10 Pe mstnan (8" -2X' only)
Drop H-10 Pedestrian Drop In (6'- 30")
AVAILABLE PIPE TYPES
SWR-G
Sever Gasketed
SWRS
Sewer SWS
IPS
Iran Pipe Size
CIOD
Cast Iron OD
UCR
Upra - Core
UPS
Line - Rib
VYL
Vylon
PERM
Penna-Loc
PRO
Pro -21
ACO
A2000 / F-949
HAN
Hancor
ADS
N-12
Solid Solid Grate (12" - 36" only) &15" Basins are constructed to ASTM D3034
Domed Domed Grate (8" 8 10•' only) 18-36" Basins are constructed to ASTM F679
I
O
���
PA. Box 10335
— 1
r8ii1'��
The Harrington Cor orafion
Lynchburg, VA 24501
434) 845-7094
TYPICAL DRAIN BASIN
oWG� 00-000 RA
SCALE DNS 10-29-02
J
E=L_EASED
10/29/02
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DLJCRP TON
DATE
AFPRD�'ED
SIZE
A
SHEET
1 OF 1
BIORETENTION GENERAL NOTES:
1. PLANTING MEDIA SOIL MIX SHALL BE UNIFORM AND FREE
OF STONES, STUMPS, ROOTS AND/OR OTHER SIMILAR
MATERIAL GREATER THAN 2 INCHES.
2. PLANTING MEDIA SOIL MIX SHALL BE A HOMOGENOUS SOIL
MIX OF 85-88 PERCENT BY VOLUME WASHED SAND AND
FUSDA SOIL TEXTURAL CLASSIFICATION 8 TO 12 PERCENT
INES (SILT AND CLAY), AND 3 TO 5 PERCENT ORGANIC
MATTER (SUCH AS PEAT MOSS) SHALL BE USED.
3. THE P-INDEX FOR PLANTING MEDIA SOIL MIX SHALL BE
BETWEEN 10 TO 30.
MAINTENANCE PROCEDURES:
1. IMMEDIATELY AFTER THE BIORETENTION CELL IS
ESTABLISHED, THE GRASS SHALL BE WATERED TWICE
WEEKLY IF NEEDED UNTIL THE GRASS BECOMES
ESTABLISHED (COMMONLY SIX WEEKS).
2. SNOW, MULCH OR ANY OTHER MATERIAL SHALL NEVER
BE PILED ON THE SURFACE OF THE BIORETENTION
CELL.
3. HEAVY EQUIPMENT SHALL NEVER BE DRIVEN OVER THE
BIORETENTION CELL.
4. SPECIAL CARE SHALL BE TAKEN TO PREVENT SEDIMENT
FROM ENTERING THE BIORETENTION CELL.
5. ONCE A YEAR, A SOIL TEST OF THE SOIL MEDIA SHALL
BE CONDUCTED.
AFTER THE BIORETENTION CELL IS ESTABLISHED, THE
OWNER SHALL INSPECT IT ONCE A MONTH AND WITHIN 24
HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0
INCHES. RECORDS OF OPERATION AND MAINTENANCE SHALL
BE KEPT IN A KNOWN SET LOCATION AND WILL BE AVAILABLE
UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS INDICATED
IN THE "OPERATION AND MAINTENANCE PROVISIONS FOR
BIORETENTION FACILITY" TABLE. ANY PROBLEMS THAT ARE
FOUND SHALL BE REPAIRED IMMEDIATELY.
SIN
• •
J�766g�7*1����r1
E
3• T
4
14"
PEDESTRIAN
APPROX. DRAIN AREA = 47 SO, IN.
APPROX. WEIGHT = 80.7 LBS.
,
LOCKING
OPTIONAL LOCKING
FEATURE
4., T 4
14"
NDARD
APPROX. DRAIN AREA = 37.5 SQ. IN.
APPROX. WEIGHT=82.7 LBS.
FREEDOM PLASTICS GRATES/COVERS
STANDARD GRATE HAS H-25 HEAVY DUTY RATING
SOLID COVER HAS H-25 HEAVY DUTY RATING
PEDESTRIAN HAS H-10 MEDIUM DUTY RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM
A536 GRADE 7050-05 8 A48-CLASS 30B
MATERIAL: DUCTILE IRON GRATE W/ DUCTILE IRON FRAME
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE: 3/8" X 2" FHCS - USE 7/32 ALLEN WRENCH
PRICE INCLUDES FRAME 8 GRATE/COVER
i- fi�:%�
T 18•—I
3. T 34:
4
1a•
SOLID
APPROX. WEIGHT=98.2 LBS.
LOCKING
NOTES
1. USE NCDOT CLASS "B" RIP -RAP.
2. A FILTER BLANKET OR FILTER FABRIC
SHOULD BE INSTALLED BETWEEN THE
RIP -RAP AND SOIL FOUNDATION.
CONSTRUCTION SPECIFICATION
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND
GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF
THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL
MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE
PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS
SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF
THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY
WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF RIPRAP
AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY
STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE
UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES
6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING).
1217.0/ ZlS�
3
MAINTENANCE
C6: -ioit i)3
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE.
31
C®5b1
RIP -RAP OUTLET PROTECTION
NTS
FOUO - FOR OFFICIAL USE ONLY
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IDENTIFICATION
CG-104
SHEET 8 OF 17

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IN 182.65 D 89A5 ,'CURB INLET '`_CURB INLET - RIM-139.41
U
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24'RCP OUT-175 69
24"RCP OUT-- 7 15"RCP OUT-1.65 GRATE-188.89 GRATE- 88.72
24"RCP OUT-17Z5G 15"RCP OUT-184.68 12"RCP IN-184 94 12"RCP IN-185.22 12" RCP OUT-185.23
15"RCP OUT-184.89 12"RCP OUT-185.13
c� EROSION AND SEDIMENT CONTROL
PLAN
GENERAL NOTES:
1. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AS NEEDED TO LIMIT ACCESS TO CONSTRUCTION
AREAS. TEMPORARY FENCING TO BE REMOVED AT COMPLETION OF PROJECT. ALL LAY DOWN AREAS SHALL
BE CLEANED OF CONSTRUCTION DEBRIS.
2. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL DISTURBED AREAS SHALL BE SEEDED,
FERTILIZED, AND MULCHED (OR LANDSCAPED) AS DIRECTED BY THE APPROVED EROSION CONTROL PLAN OR
THE CONTRACTING OFFICER. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING
CONSTRUCTION. WATER SHALL NOT BE ALLOWED TO POND.
3. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN
FOURTEEN (14) DAYS AFTER WORK HAS CEASED BEEN COMPLETED..
4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY (7) DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED.
5. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS FROM SITE.
6. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AREAS TO BE GRADED AND STOCKPILED. REDISTRIBUTE
TOPSOIL EVENLY OVER THE NEW LAWN AREAS UPON THE COMPLETION OF DEMOLITION WORK.
7. CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS TO MAINTAIN A VIABLE TRENCH SAFETY
SYSTEM AT ALL TIMES (IN ACCORDANCE WITH "OSHA" 29 CFR PART 1926).
8. ALL AREAS DISTURBED DURING THE PERFORMANCE OF THE WORK SHALL BE COMPACTED, BACKFILLED,
GRADED TOP -SOILED PERMANENTLY STABILIZED EXISTING GRASSTO REMAIN DURING DEMOLITIN WORK
AND WILL BE REVIEWED AT THE COMPLETION OF THE SITE GRADING TO DETERMINE EXTENT OF SEEDING
REQUIRED TO ESTABLISH PERMANENT GROUND COVER.
SCALE 1" = 30'-0"
4 AREA
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STABILIZED J
CONSTRUCTION
790. ENTRANCE
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SELF -INSPECTION REPORT FOR LAND DISTURBING
SELF -INSPECTION REPORT FOR LAND DISTURBING
ACTIVITY AS REQUIRED BY NCGS 113A-54.1
ACTIVITY AS REQUIRED BY NCGS 113A-54.1 (CONT.)
15ANCAC 04B.0131 SELF -INSPECTIONS
Where inspections are required by G. S. 113A-54.1(e), the following apply:
(1) The person who performs the inspection shall make a record of the site inspection by documenting the following items:
(2) The documentation, whether on a copy of the approved erosion and sedimentation control plan or an inspection report,
(a) all of the erosion and sedimentation control measures, practices and devices, as called or in a construction
shall include the name, address, affiliation, telephone number, and signature of the person conducting the inspection and the
sequence consistent with the approved erosion and sedimentation control plan, includL^g but not limited to
date of the inspection. Any relevant licenses and certifications may also be included Any documentation of inspections
sedimentation control basins, sedimentation traps, sedimentation ponds, rock dams. temporary diversions,
that occur on a copy of the approved erosion and sedimentation control plan shall occur on a single copy of the plan and
temporary slope drains, rock check dams, sediment fence or barriers, all forms of inlet protection, storm drainage
that plan shall be made available on the site. Any inspection reports shall also be made available on the site.
facilities, energy dissipaters, and stabilization methods of open channels, have initially been installed and do not
(3) The inspection shall be performed during or after each of the following phases of a plan:
significantly deviate (as defined in Sub -item (1)(e) of this Rule) from the locations, dimensions and relative
(a) installation of perimeter erosion and sediment control measures;
elevations shown on the approved erosion and sedimentation plan. Such documentation shaL be accomplished by
(b) clearing and grubbing of existing ground cover;
initialing and dating each measure or practice shown on a copy of the approved erosion and sedimentation control
(c) completion of any phase of grading of slopes or fills that requires provision of temporary or permanent ground
plan or by completing, dating and signing an inspection report that lists each measure, practice or device shown on
cover pursuant to G.S. 113A-57(2),
the approved erosion and sedimentation control plan. This documentation is required only upon the initial
(d) completion of storm drainage facilities;
installation of the erosion and sedimentation control measures, practices and devices as set forth by the approved
(e) completion of construction or development; and
erosion and sedimentation control plan or if the measures, practices and devices are modified after initial
(f) quarterly until the establishment of permanent ground cover sufficient to restrain erosion or until the financially
installation;
responsible party has conveyed ownership or control of the tract of land for which the erosion and sedimentation
(b) the completion of any phase of grading for all graded slopes and fills shown on the approved erosion and
control plan has been approved and the agency that approved the plan has been notified. If the financially
sedimentation control plan, specifically noting the location and condition of the graded slopes and fills. Such
responsible party has conveyed ownership or control of the tract of land for which the erosion and sedimentation
documentation shall be accomplished by initialing and dating a copy of the approved eroslcn and sedimentation
control plan has been approved, the new owner or person in control shall conduct and document inspections
control plan or by completing, dating and signing an inspection report,
quarterly until the establishment of permanent ground cover sufficient to restrain erosion.
(c) the location of temporary or permanent ground cover, and that the installation of the Lround cover does not
significantly deviate (as defined in Sub -item (1)(e) of this Rule) from the approved erosion and sedimentation
control plan. Such documentation shall be accomplished by initialing and dating a coPe of he approved erosion
and sedimentation control plan or by completing, dating and signing an inspection report;
(d) that maintenance and repair requirements for all temporary and permanent erosion and sedimentation control
measures, practices and devices have been performed. Such documentation shall be accomal shed by completing,
dating and signing an inspection report (the general storm water permit monitoring form ma} be used to verify the
maintenance and repair requirements); and
(e) any significant deviations from the approved erosion and sedimentation control plan, corrective actions required
to correct the deviation and completion of the corrective actions. Such documentation . accomplished b p shall be accomp y
initialing and dating a copy of the approved erosion and sedimentation control plan or by completing, dating and
signing an inspection report. A significant deviation means an omission, alteration or relocation of an erosion or
sedimentation control measure that prevents the measure from performing as intended.
LEGEND: lJ
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® OF ENGINEERS
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CG-105
SHEET 9 OF 17

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Table 6.62b Specifications For Sediment Fence Fabric
Temporary Silt Fence Material Property Requirements
Supported
Unsupported' Type of
Test Material Units Silt Fence
Silt Fence Value
Grab Strength ASTM D4632 Nobs)
Machine Direction 400
550 MARV
1
(90)
X-Mai Direction 400
450 MARV
(90)
(90)
Permittivity- ASTM D4491 sec-1 0.05
0.05 MARV
Apparent Opening Sae ASTM D4751 ram 0,60
0.60 Max. ARV-
(US sieve#) Pot
(30)
i
ltrevelet
UStability ASTM D4355 Retained 500of hof after exposure
500h of hot after
exposure Typical
Strengm
Silt Fence support shall consist of 14 gage steel wife with a mesh epecing 0! 150 ram (6 inches),
or prefabricated poytmer mesh of
cquvolent strength.
These default values are based on empirical evidence with a variety of sediment For environmentally
sensitive areas. a reviery of
Previous experience and/or site or regionally spectre geotextio tests in accordance with Test Method
D 5141 should be performed
by the agency to confirm sMabiluy of theca requirements.
As measured in accordance wth Test Ntothod O 4632.
SILT FENCE DETAIL
CG-105 NTS
CONSTRUCTION SEQUENCE
1. CONDUCT PRE -CONSTRUCTION CONFERENCE WITH FT BRAGG DWQ STAFF PRIOR TO
BEGINNING LAND DISTURBING ACTIVITIES.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCES.
3. INSTALL SILT FENCE AND INLET PROTECTION AT DESIGNATED LOCATIONS, INCLUDING
STOCK PILE AREA.
* NOTE THAT SILT FENCE PROVIDES A BUFFER BETWEEN THE PROJECT AREA AND ADJACENT
WETLAND AND STREAM AREAS. IT IS VERY IMPORTANT THAT THE SILT FENCE IS
MAINTAINED THROUGHOUT CONSTRUCTION.
4. INSTALL TREE PROTECTION FENCE AT TREES DESIGNATED TO REMAIN.
5. CLEAR, GRUB, DEMOLISH, AND REMOVE EXISTING IMPROVEMENTS ON SITE.
6. INSTALL STORM DRAINAGE PIPING, INLET STRUCTURES, AND UNDERGROUND UTILITIES,
EXCEPT 12" PIPE FROM DB-1 TO ES-2. BLOCK OUTLET IN DB-1. INSTALL INLET PROTECTION
ON ALL INLET STRUCTURES IMMEDIATELY AFTER INSTALLATION.
7. CONCURRENT WITH STORM DRAINAGE PIPING INSTALLATION, REMOVE SILT FENCE NEAR
ENERGY DISSIPATOR AND INSTALL ENERGY DISSIPATOR. AFTER ENERGY DISSIPATOR IS
INSTALLED, TIE SILT FENCE INTO HEADWALL ON BOTH SIDES OF THE PIPE.
8. CONCURRENTLY ROUGH GRADE SITE, BIORETENTION FACILITY, AND BUILDING PAD, BEGIN
BUILDING CONSTRUCTION,
9. CONCURRENT WITH BUILDING CONSTRUCTION, INSTALL CONCRETE SIDEWALK AND CURB
AND GUTTER.
10. INSTALL CHECK DAMS AT CURB OPENINGS TO BIORETENTION AREA.
11. INSTALL UNDERGROUND UTILITIES TO NEW STRUCTURE, AND PIPE BETWEEN DB-1 AND
ES-2.
12. REMOVE BLOCKING IN DB-1.
13. REMOVE TEMPORARY CONSTRUCTION ENTRANCES.
14. INSTALL PAVEMENT SUBGRADE AND BASE COURSE.
15. CONSTRUCT STORMWATER MANAGEMENT FACILITY. BIORETENTION MEDIA SHALL NOT BE
INSTALLED UNTIL THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
16. FINE GRADE AND INSTALL TEMPORARY GROUND COVER AROUND BUILDING PAD.
17. MAINTAIN SILT FENCE AND INLET PROTECTION, DURING BUILDING CONSTRUCTION.
18, REMOVE AND REPLACE CONCRETE WALKS, INSTALL NEW GRASS PAVERS, FINE GRADE AND
STABILIZE ALL DISTURBED AREAS. CALL FOR INSPECTION,
19. IF APPROVED, PROCEED TO REMOVE INLET PROTECTION, TREE PROTECTION FENCE, SILT
FENCE, AND CHECK DAMS. ESTABLISH PERMANENT GROUND COVER. REPAIR ANY BARE
AREAS.
i•
Construction MATERIALS
Specifications I, Use a synthetic filter fabric of at least 95% by weight of polyolefins or
polyester, which is certified by the manufacturer or supplier as confonaing to
the requirements in AST I'd D 6401, which is shown in part in Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120' F.
2 Lusure that posts for sediment fences are 1.33 lb/linear ft steel with
a nnninntm length of 5 feet. Make sure that steel posts have projections to
facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a
niiuinnun 14 gauge and it utaximmni mesh spacing of inches.
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics-
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground s11i (Higher fences may impound volumes of water
sufficient to cause failure of the structure.)
3. Construct the filter fabric front a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten tie filter
cloth only at a support post with 4 feet minimum overlap to the next post
4. Support standard strengnh filter fabric by wire mesh fastened securely to
the upslope side of the posts. Extend the wine mesh support to the bottom of
the trench. Fasten the wire reinforcement. then fabric on the upslope side of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
strength_
e. When a vire mesh support fence is used space posts a
11 • P P s, naaxinnun of 8 feet
apart. Support posts should be driven securely into the ground a miniutun of
24 ruches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten die filter fabric chrectly to posts. Wire or
plastic zip ties should have nlininnint 50 pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line of posts and upslope from the barrier (Figure 6.62a).
8. Place 12 inches of the fabric along flue bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the baekfill is critical to silt fence perfomtance.
10. Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
Instead of excavating a wench placing fabric and then bac 'lit , p b left 1 ng trench,
sediment fence may be installed using specially designed equipment that
inserts the fabric into a cut sliced in the ground with a disc (Figure 6.62b).
Installation
I. The base of both end posts should be at least one foot higher than the
Specifications
nuiuldle of the fence. Check with level if necessary.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard
applications.
3. Install posts 2 feet deep on die downstreann side of the silt fence, and
as close as possible to the fabric, enabling posts to support the fabric from
upstream water pressure.
4 Install posts with the nipples facing away from the silt fabric.
5. Anach the fabric to each post with three ties, all spaced within the top 8
inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,
with each puncture at least t inch vertically apart. Also, each tie should be
positioned to hart on et i t w l v• s a a
I g a po. u 1 pie hen tightener to prevent .ag�uh�,.
6. Wrap approximately 6 inches of fabric around the end posts and secure
with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground
level.
8. The installation should be checked and corrected fix any deviations before
compaction
9. Compaction is vitally important for effective results. Compact the soil
inunediuteiv next to the silt fence fabric with the front wheel of the tractor,
skid stacr, or roller exerting at least 60 pounds per square inch. Compact the
11p5ticain side first, and then G'aeh side twice for it total of 4 trips.
Maintenance
y. _ _
h»I-+,�fseilunentfenasatleast once aweek and after each rainfall. Make any
required repairs immediately.
Should file fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary, to provide adequate storage voluune
for fhc next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
Properly stabilized.
1 SILT FENCE NOTES
CG-105 NTS
3
a
NCDOT #5 or #57
washed stone -
Ni #5 or #57
washed stone -
Figure 6.61a Hardware cloth and gravel inlet protection
F1
/ (IT mesh openings)
Construction
'.Uniformly grade a shallow depression approaching the inlet.
Specifications
2• Drive 5-foot steel posts 2 feet into the ground surrounding the inlet.
Space posts evenly around the perimeter of the inlet, a maximum of 4 feet
apart.
3. Surround the posts with wire mesh hardware cloth. Secure the wire
mesh to the steel posts at the top, middle, and bottom. Placing a 2-foot flap
of the wire mesh under the gravel for anchoring is recommended.
4. Place clean gravel (NC DOT ft5 or #57 stone) on a 2:1 slope with a
height of 16 inches around the wire, and smooth to an even grade.
5. Once the contributing drainage area has been stabilized, remove
accumulated sediment, and establish final grading elevations.
6. Compact the area property and stabilized it with groundcover.
Maintenance
Inspect inlets at least weekly and after each significant i inch or greater)
rainfall event. Clear the mesh wire of any debris or other objects to provide
adequate flow for subsequent rains. Take care not to damage or undercut the
wire mesh during sediment removal. Replace stone as needed.
References
Inlet Protection
6.52, Block and Gravel Inlet Protection
6.54, Rock Doughnut Inlet Protection
North Casdina Department of Rawportation
Standard Specifications for Roads and Structures
INLET PROTECTION
n FILTER FABRIC INSTALLATION DETAIL
NTS
Definition A graveled area or pad located at points where vehicles enter and leave a
construction site.
Purpose
To provide a buffer area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads, to control erosion from surface runoff,
and to help control dust.
Conditions Where
Wherever traffic will be leaving a construction site and moving directly onto a
P raetiee Appl ies
public road or other paved off -site area. Construction plans should limit traffic
to properly constructed entrances.
Design Criteria
Aggregate Size -Use 2-3 inch washed stone.
Dimensions of gravel pad -
Thickness: 6 inches truninum
Width: 12-feet minimum or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50-feet minimum
Location Locate construction entrances and exits to limit sediment from
leaving the site and to provide for maximum utility by all construction velicles
(Figure 6.06a). Avoid steep grades, and entrances at curves in public roads.
2-3 "
coarse aggregate
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site (modified from Via SWCC1.
5
9" min
rarer a torn
Plan View
12" of Nii #5 or #57
washed stone 15'
?1
Class B Riprap
li
77b-
ti
1
2' max, at
center
4' to 6'
Cross -Section View
Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the
dam,
Maintenance inspect check dams and channels at least weekly and after eachsignificant(U2
inch or greater) rainfall event and repair immediately. Clean out sediment,
straw, limbs, or other debris that could clog the channel when needed.
Anticipate submergence and deposition above the check dam and erosion from
P � P
high flows around the edges of the dam_ Correct all damage immediately If
significant erosion occurs between dams, additional measures can be taken
such as, installing a protective riprap liner in that portion of the channel
(Practice 6.31, Riprap-line and Paved Channels).
Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the charnel to drain through the stone check dam,
and prevent large flows from carrying sediment over the than. Add stones to
dams as needed to maintain design height and cross section.
References Runoff Conveyance Afeasures
6.30, Grass -lined Channels
6.31, Riprap-lined and Paved Channels
No7 th Carolina Department ofTranspmtatiun
Standard Specifications for Roads and Structures
JIl CHECK DAM
CG-105 NTS
Washirl -If conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires Should be
unshed. �L'ashirlg should be done on an area stabilized with crushed stone
that drains into a sediment
ed meat trap or other suitable disposal area t1 washrack
may also be used to make washing more convenient and effective.
Construction 1. Clear the entrance and exit area of all vegetation, roots, and other
objectionable rnatetial and properly grade ii.
Specifications
2. Place the gravel to the specific grade and dimensions shown on the plans,
and smooth it.
3. Provide carry trap drainage to ca ' water to a sediment or g p ether suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance Maintain the gravel pad in a condition to prevent mud or sediment from
o
leaven fire construction site. This may require periodic to -
b y p p pdressillg with �.
itch Stone. After each .rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
References Runoff ComteyancenAfeaswvs
6.30, Grass -lined Channels
Sediment `Traps and I3ci
6.60, Temporary Sedim ent Trap
TEMPORARY CONSTRUCTION ENTRANCE
i-1051 NTS
FOUO - FOR OFFICIAL USE ONLY
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IDENTIFICATION
CG-501
` SHEET 11 OF 17 J

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1
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FORT BRAGG SEEDING SPECIFICATION
(RV. 3 MAY 2012)
5
FOLIO - FOR OFFICIAL USE ONLY
TOP OF FILL —
GROUND
O.D. r_6r
O.D.124 LE LESS Yxx. O.U./12 I
NOT TWJI 3" NOT LESS
NORMAL EARTH FOUNDATION
u
GO
C
TOP OF FILL
TOP OF
SECOND LINE H
GRgMO LMG
_TL
o. D. nx.
NOT LEW T.3"
O.D. z•
NORMAL EARTH FOUNDATION
0.0./2a Yxx.
NOT LEM lXN
ROCI(
AS DIRECTED I
UNSUITABLE MATERIAL FOUNDATION
TOP OF FILL
YIN. O.D. - x YIN. 0.0.
GROUND LINE
—
rrr_rr
o.0.n2 Ylx.
-nor LEW IN B^
`-NOOK 0.0./za YIx.J „ -„ --, - - LAs DIRECTED
NOT LE$$ 1.3" YIN. D.O. 0.0. YIN. O.D. BY ENGINEER
ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION
PIPE ABOVE GROUND
ROCK FOUNDATION
PIPE IN TRENCH
TOP OF FILL
GENERAL NOTES:
"PROVED WITIBLK E LOCAL MATERIAL OR SELECT MATERIAL FOR FUMDATION CONDITIONING
AS DIRECTED BY THE ENGINEER.
1.0. = THE W32MAI HWIZONTK INSIDE DIMENSION.
APPROVED BACNFILL OR SELECT SACN£ILL MATERIAL. MEN W IS GREATER TXµ 30'.
WE SELECT MATERIAL OF ME WPROPRIATE CLASS AS FOLLOWS:
O.D. = THE I4][I. HORIXONTK WISIOE DIYERIFON.
�
UNDISTURBED EJVTH MATERIAL
H =TIE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT MATERIAL 'w
ALONG THE PIPE FROM ME TOP OF THE PIPE TO TIE TOP
CLASS IV OVER 50 FEET
OF TIE EMBµMENT AT THAT POINT.
CLASS III OVER W FEET THROWN 50 FEET
CLASS II OVER 30 FEET THROWN 40 FEET
THE CLASS OF SELECT WTERIK USED FOR IWIVIDWL PIPE INSTALLATION IS
SHOWED ON THE MAXIMUM W MICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS
LWSELY PLACED APPROVED SUITPBLE L01%,L BSTERIK OR SELECT IATERIK
SELECT WTERIK, NOT TO EXCEED CLASS IV, MY BE WED IN LIEU OF CLASS II OR III.
FOR FWNOATION CgIDITImm AS DIRECTED BY THE ENGINEER.(STORE
SELECT WTERIK MILL NOT BE REWIRED AROUND THOSE PORTIONS OFµ TDIVIWK
MILL NOT BE KLOMEE)
PIPE INSTALLATION LOCATED UNDER I. PRAT OF THE FILL WERE 'H' IS 30 FEET OR LEW
DO HOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAB
BEEN PROPERLY BACKFILLED µD COVERED WITH AT LEAST 3 FEET OF APPROVED WTTAIK.
PIPE INSTALLATION DETAIL
-1011 NTS
PAVING
112 " SMOOTH STEEL DOWEL BITUMINOUS SEAL
BAR SPACED AT 12" C/C EXPANSION SLEEVE
- W6X6-
#6/6 WWM
M
a ° .1/4" R 1/4" R e
p° DO 00 2' 3„ 1„ Oo040
oo�o ° 2„ 2„ �00
0 00o 000
I=1 I— I I I —I 11=
III—I11 9"1
91, -III-III
COMPACTED SUBGRADE �3/4 " PREMOULDED
EXPANSION JOINT
NOTE: MATERIAL
1. SMOOTH DOWELS SHALL BE PAINTED WITH APPROVED RED LEAD BEFORE DELIVERY
AND FREE END SHALL BE GREASED BEFORE INSTALLATION.
TIE-IN FOR PAVING AND
TIE-IN AT EXPANSION JOINT
CP-101 NTS
B I h4" XX 3' DOWNSPOUT
6" SCH. 40 PVC
(UNLESS NOTED OTHERWISE)
45° BEND (SCH 40 PVC)
F.1,
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STAINLESS STEEL WIRE SCREEN FOR RODENTS, 1/4"
MESH, 16 GAUGE. MAXIMUM GAP BETWEEN
DOWNSPOUT AND PIPE TO BE 1/4"
GROUND SURFACE VARIES
BY LOCATION. SURFACES THAT
12" WILL BE ENCOUNTERED INCLUDE
MAX CONCRETE PAVEMENT AND
DIRT/GRASS
;HEDULE 40 PVC
2/
SEE NOTE#2
NOTE #1
WATERTIGHT CONNECTION
1% MINIMUM SLOPE
1) FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE
SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO(2)
FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR
ALLOWABLE PIPE TYPES.
2) A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY
TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE,
3) THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE
THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND
INCLUDING THE RODENT SCREEN BUILDING CONTRACTOR SHALL BE
RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT
SCREEN.
DOWNSPOUT COLLECTOR DETAIL
NTS
1. APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL ANALYSIS OF SOILS AT THE JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS,
APPLY SOIL AMENDMENTS AT THE RATES INDICATED IN STEPS 2 AND 3.
1. AREA WILL BE TILLED TO 4" DEPTH
2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER ACRE
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER SLOW TIME
RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.
4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL PRIOR TO SEEDING.
5. SEED MIX AND RATE:
PERMANENT SEEDING
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
50 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA). NO RYE GRASS.
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 POUNDS PER ACRE GERMAN (SETARIA ITALICA) , BROWN TOP (SETARIA ITALICA), OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
50 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
TEMPORARY SEEDING
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
120 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA)
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
FOR PROJECTS IN THE VICINITY OF POPE ARMY AIRFIELD, MACKALL ARMY AIRFIELD OR SIMMONS ARMY AIRFIELD
PERMANENT SEEDING
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCAARUNDINACEA)
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCAARUNDINACEA)
50 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
TEMPORARY SEEDING
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCAARUNDINACEA)
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCAARUNDINACEA)
STRAW MULCH: APPLY AT 4,000 POUNDS PER ACRE; LEAVING NO BARE SPOT LARGER THAN A QUARTER. STRAW MUST BE STABILIZED BY EITHER USE OF
EMULSIFIED ASPHALT OR BY CRIMPING THE STRAW INTO THE GROUND.
EMULSIFIED ASPHALT: EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR; WITH
PARTICULAR ATTENTION PAID TO THE EDGES OF AREAS, CRESTS OF RIDGES, AND BANKS TO PREVENT WIND DAMAGE..
CRIMPING: STRAW MAY BE CRIMPED WITH A MULCH ANCHORING TOOL OR A WHEEL DISK WITH DULL BLADES SET NEARLY STRAIGHT MAY BE USED AS A l^i
MULCH ANCHORING TOOL. CRIMPING IS NOT PERMITTED ON SLOPES STEEPER THAN 3:1. i.�
HYDROSEEDING: HYDROSEEDING SHALL ONLYBEALLOWABLE ON SLOPES STEEPER THAN 1 HORIZONTAL TO 1 VERTICAL. STEPS 1 THROUGH 4 MUST BE
COMPLETED PRIOR TO HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 1/3 OF THE
MULCH AND 2/3 OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF 2/3 OF THE MULCH AND 1/3 OF THE SEED. THE MULCH WILL INCLUDE A
TACKIFIER AND WILL BE APPLIED AT A RATE OF 2,000 POUNDS PER ACRE OR THE MANUFACTURER'S RECOMMENDATION, WHICHEVER IS HIGHER. /A
6. EXEMPTIONS: SPECIAL USE AREAS, SUCH AS AIRFIELDS, HELIPADS, GENERAL OFFICER QUARTERS AND THE HISTORIC DISTRICT. CONTACT THE FORT V\, o
BRAGG WATER MANAGEMENT BRANCH (WMB) AT 910-396-2301/2823/2897 WHEN SEEDING THESE AREAS. o
0
7. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE PROJECT. PO
C o 0o 0
MR. JACK WILSON AT 396-2301/2823/2897, EXTENSION 224. O p x z 0 U
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NOTE: G.S. 113A-57 NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE SHALL BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE FOLLOWING IMMMMM m = �_ w
W m
W TUN HN
MANDATORY REQUIREMENTS: �
(1) PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) 0 �� ¢ z
FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT (FINAL GRADE).
(2) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER Z N
m Qul
om o
ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY = 0 0,LL a
-I o
YLi� 'z 1n
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT O r w a
TO RESTRAIN EROSION. m m u U.
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ALL PERIMETER DIKES, DITCHES, SWALES, PERIMETER SLOPES OR SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS. \ w Z m Z
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MAINTENANCE DURING ESTABLISHMENT PERIOD J co
w ¢ I� II III'
NIPPON z II�� Itl�l MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING EMBANKMENTS AND DITCHES FROM SURFACE EROSION; MAINTAINING EROSION w J
CONTROL MATERIALS AND MULCH; PROTECTING INSTALLED AREAS FROM TRAFFIC; MOWING; WATERING; AND POST -FERTILIZATION. Uln
z
MOWING ~ ¢ I I.nII1L
A. TURF AREAS: TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH HEIGHT WHEN THE TURF IS A MAXIMUM 4 INCHES HIGH. CLIPPINGS SHALL BE w 0E U djPH)IIIIII
REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND SURFACE. U- QII���IIIII
B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE MOWED TO A MINIMUM 4 INCH HEIGHT WHEN THE PLANTS ARE A MAXIMUM 8 INCHES w = O IIIIuI�� 1I w
HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND SURFACE. a ¢ y
Q 0-1
(D 8i z POST -FERTILIZATION O Z C9
AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN THE DATES OF APRIL 15 AND OCTOBER 15, APPLY 425 POUNDS OF FERTILIZER PER 0 > (D I I o
ACRE. Z 2 ¢ W
REPAIR OR REINSTALL MENNEN 0-_U) to
LL ¢ dI. UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE REPAIRED OR REINSTALLED, AND ERODED AREAS SHALL BE REPAIRED UNTIL A
SATISFACTORY STAND OF GRASS RESULTS. Q '...
SAW CUT
TACK ANd
SEAL JOINT
/8iN RAD. Ott g,t 34 RAD.
ch /8" RAD. EX. PAVING
N
L I PROP. PAVING (SEE PAVING
r P' PLAN FOR DETAILS)
N . p
T ° 'o • :o•' SAWCUT &REMOVE EX. PAVING
o AS REQUIRED (TYPICAL)
13/4 rr RAD' 1 t sn MILL 1-1/2" & OVERLAY WITH
1 r-6rr CURB AND GUTTER 1-1/2"-9.5mm PG 64-22 LEVEL 1
NCDOT STD. 846.01 TACK COAT
7 18" CURB AND GUTTER B PAVING TIE-IN DETAIL
101 NTS CP-101 NTS
REINFORCED CONCRETE PAVING
SEE DETAIL THIS SHEET
AVING SECTION S.H.A. MIX No. 2 CONC.
EE DETAIL THIS No. 6 REBAR
HEET W6X6-#6/6 WWM
D D V
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COMPACTED
SUBGRADE
NOTE: MINIMUM 28 DAY COMPRESSION STRENGTH 4000psi.
TIE-IN FOR PAVING AND
REINFORCED CONCRETE PAVING
NTS
ASPHALT SURFACE COURSE
2" SUPERPAVE S-9.56 OR TYPE CM
2"
COMPACTED SUBGRADE
REGULAR DUTY ASPHALT PAVEMENT
POV PARKING BITUMINOUS CONCRETE NTS
PAVEMENT SECTION DETAIL
1"ASPHALT SURFACE
(NCDOT SF-9.5A)
TACK COAT
3" ASPHALT +BINDER
(NCDOT 1-19.OB)
iV
I I II I I I I IIIIII—I I I—
8" CRUSHED AGGREGATE BASE
COURSE (NCDOT CABC TYPE 1
TYPE 2)
COMPACTED SUBGRADE
HEAVY DUTY ASPHALT PAVEMENT
NTS
Site Area
,stahiliaation
Stahiliratian Time
M¢ cri rfiun
Time Franw
Flame Face rtianll,
WM Pctirncicrdikcs,
shales. ditelK:s
7 dais
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Ifaolu�ur In -or
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not At�clT.r thin ?: I.
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lada%s
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in knout
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pith slopes flatter
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3,MH>Lil oi,Iloidic m odlH alc�yt,n ffk-culN.iaa+n' I!r❑ vr.ILc ..yv}*t i:urc•
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SHEET
IDENTIFICATION
CP-501
SHEET 13 OF 17

0
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1 1
FOLIO - FOR OFFICIAL USE ONLY
_OPENINGS FOR STEEL PINS 1, 0„ -14„
4500 PSI CONCRETE
2 1/2"
1 ' 3 -#5 BARS
6„- 1 '
T-8" 1'-0" V-8" 1'-0" 1'-8" 31/2"
► T-O" 10"
ELEVATION SECTION
9 WHEEL STOP
CP401 NTS
7" THK., 4000 PSI CONC W/
BROOM FINISH #4 BAR @ 12" O/C,EAN
SEE PLAN FOR DIMENSION
1" 7"
X X X X
CRUSHED AGGREGATE
BASE COURSE (NCDOT
CABC TYPE 1 OR TYPE 2) FINISHED GRADE, SLOPE
AWAY FROM SIDEWALK (TYP.)
COMPACTED EARTH
,2 CONCRETE PAVING DETAIL
CP 101 NTS
NOTE: JOINTS SHALL BE PLACED @ 15FT O.C. IN PAVEMENT
OSHA GUARDRAIL
OSHA SUGGESTED DESIGN SPECIFICATIONS
1. Guardrails shall be the product of a company normally engaged in the
manufacture of pipe railing. Railing shall be shop assembled in lengths not to exceed
24 feet for field erection.
2. The guardrail shall be made of pipes joined together with component fittings. Samples of
all components, bases, pipe shall be submitted for approval at the request
of the engineer. Components that are pop -riveted or glued at the joints will not be
acceptable. All components must be mechanically fastened with stainless steel hardware.
3. Railings shall be 1 1/2" Schedule 40 galvanized steel pipe.
Posts shall be 1 1/2" Schedule 40 galvanized steel pipe of the same alloy.
Post spacing shall be a maximum of 6-0".
4. Guardrails shall be designed to withstand a 200 lb concentrated load applied
in any direction and at any point on the top rail.
5. The manufacturer shall submit calculations for approval at the request of the Engineer.
6. Posts shall not interrupt the continuation of the top rail at any point along the railing,
including corners and end terminations (OSHA 1910.23). The top surface of the top
railing shall be smooth and shall not be interrupted by projected fittings.
7. The mid -rail at a corner return shall be able to withstand a 200 lb load without
loosening. The manufacturer is to determine this dimension for their system and provide
physical laboratory tests to confirm compliance.
8. Concrete anchors shall be stainless steel type 303 or 304 and shall be furnished by the
handrail manufacturer. The anchor design shall include the appropriate reduction factors
for spacing and edge distances in accordance with the manufacturer's published data.
9. NOT USED
0. Openings in the railing shall be guarded by a self -closing gate (OSHA 1910.23). Safety
chains shall not be used unless specifically shown on the drawings.
1. Steel surfaces in contact with concrete, grout or dissimilar metals will be protected
with a coat of bituminous paint, mylar isolators or other approved material.
# Concrete anchor diameter, edge distances, embedment,
as well as post spacings,
to be determined upon anchor selection.
6'-O.:
TYPICAL OSHA GUARDRAIL
GUARDRAILS SHALL B; TOP -MOUNTED
11 HAND RAIL DETAIL
CP 101 NTS
2
20'
5'
a
q (n BROOM FINISH.
.ad `n Q Z - - CONCRETE 8.
d e
O
CONTROL JOINT,
1/zEXPANSION JOINTS 1 Yz DEEP SCORING
20'-0" O.C. (1/2"X 4" PRE- @ 5'-0" O.C.
MOULDED EXPANSION JOINT (25 30 SQ. FT.)
AASHTO M213)
PLAN
CONCRETE WALK
3500 PSI CONCRETE
SLOPE WALK 1/16" PER 1'-0"
FINISH GRADE —'/2M
COMPACTED EARTH
SECTION
13 CONCRETE WALK DETAIL
CP-101 NTS
GALVANIZED STEEL
BASE FLANGE WITH
FOUR (4) 3/8"
STAINLESS STEEL ANCHORS
12" CONCRETE FOOTER
TYPICAL TOP MOUNT CONNECTION
TO CONCRETE BASE
@ TOP OF RETAINING WALL
QFC
3
PAVEMENT
SURFACE
1/8" RAD. LONGITUDINAL TIE
311 DEVICE AT 4' C.C.
2"
REINFORCED
1 3/4' CONCRETE PAVING
RAD.<
CO d
- a<
° •
d
F�►-I
911x 18" CURB TIE INTO
HEAVY DUTY CONCRETE
9„
1"
TYPE W MODIFIED LONGITUDINAL TIE
DEVICE AT 4'-0" C.C. D
D D
° d
70- O 0
oCP�o 0 0.
VA\YA\Yl
REINFORCED
CONCRETE
PAVING
10 TYPE 'A' CURB
CP-101 NTS
'B' AND'C .1 DIM (POST AND CABLE CENTER TO CENTER DIM)
24" 'A'CLEAR OPENING
t2
LATCH PIN ASSEMBLY
(STK No.7026-01)
I - -
OUTLINE OF REBAR
PASSIVE LATCH
PLAN VIEW
IT
HINGE END TOP PLATE
(STK No. 1902-00)
r'i 1
85° ARC,SW.ING
I I
z
55 a O
01, d
aI?
a wG a
z -- CURB&GUTTER v1io
�`� 2'
~_ ROADWAYS �
-
1 - ♦ 1 i
ELEVATION VIEW A
1 1 I1 NOTES:
1. LATCH POST EQUIPPED WITH MANUAL
LATCH PIN. PADLOCK BY CUSTOMER.
2. THE MINIMUM DIMENSION MUST BE
I I I I HELD INCLUDING ANY CURBS OR
r - POST FLANGES CAN OTHER OBSTRUCTIONS IN THE AREA
1 1 I !' SIT ON OPTION MUD OF THE COUNTERWEIGHTS SWING.
_ _ SLABS (TYP EITHER
j SIDE)
CONCRETE
e e
ABOUT 24"
/ CLEARANCE
REQUIRED
2
PLAN
50 CM (19.7'
GRASSPAVE2 SQUARES
ADJACENT GRASSPAVE2 SQUARES
SEE ENLARGEMENT BELOW
HYDROGROW MIX BELOW RING
SUPPLIED FREE BY MANUFACTURER
RINGS FILLED WITH CONCRETE SAND
(CLEAN, SHARP SAND)
8.3 CM (3 3")
2.3 s CM (2 a' j0 9)
COMPACTED SANDY GRAVEL ROAD
BASE 95% MODIFIED PROCTOR DENSITY
0o
6 INCHES TO 12 INCHES (DEPTH OF
BASE COURSE TO E DETERMINED BY
ON SITE ENGINEER)
COMPACTED SUBGRADE,
TOP OF GRASS ROOT MASS 6 MM
SECTION
(1/4") ABOVE TOP OF RING
,�,
GRASSPAVE2 ATTACH WITH
�4
SNAP -FIT FASTENERS
ROOT MASS TO FILL
GRASSPAVE2
COMPACTED SANDY GRAVEL
BASE COURSE
ENLARGEMENT
NOTE:
GRASS/PLANT TYPES SHALL
BE SPECIFIED BY A LANDSCAPE
ARCHITECT OR LANDSCAPE DESIGNER. THIS DETAIL IS
SCHEMATIC IN NATURE.
DESIGNER SHALL SPECIFY SPACING
AND DESIGN OF EDGE TREATMENTS. SPACING WILL VARY WITH
TURF TYPE, SLOPE, FIRE DEPARTMENT REQUIREMENTS, ETC.
LANDSCAPE DESIGNER
METAL EDGE
STRIP (TYP.)
oil
SPECIFICATIONS
UNIT SIZE - 50 CM X 50 CM X 2.5 CM
(20" X 20" X 1")
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT - 510 GRAMS (18 OZ.)
"C
STRENGTH - 402 KG/CM (5720 PSI)
,....::;;`.�:'::.'..:'::';.'-;.:;•..`
COLOR - BLACK(STANDARD)
RESIN - HDPE (WITH SOME POST -CONSUMER
COMPACTED SANDY
OR 2 0 KG 14 5 POUNDS)
5
NOTE:
STEEL PIPE SHALL BE PAINTED SAFETY YELLOW
& HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.
ROUND CONIC.
TOP
6"0 STEEL PIPE
FILLED W/CONCRETE
0
D•
BITUMINOUS JOINT
FILLER (CONC.
8" -6...8"r PAVEMENT ONLY)
oao 8 °�°" FINISHED GRADE
OR PAVEMENT
CONCRETE
I FOUNDATION
15 BOLLARD DETAIL
CP 101 NTS
DIRECTION OF LOAD
APPLICATION
BASE POST
(INSIDE)
3/8" HEAVY DUTY _
\ WASHER / U SIGN POST
US ARMY CORPS
OF ENGINEERS
w
0
z
0
a
Of
0
0
0
GRAVELROADBASE RECYCLED CONTENT) � ��—�� Ta.
�III��WIII IIIJ��� } 5/8" a.
16 GSPACER THICKNESS a
RASS PAVE DETAIL
Y
(STACKED STEELED WASHERS MAY BE
CP-101 NTS 3/8" STEEL SUBSTITUTED FOR THE SPACER)
LOCK WASHER /A
ITEM
REQ'D
DESCRIPTION / MATERIAL
REF. No.
1
1
HINGE POST ASSEMBLY
7713-00
2
1
LATCH POST ASSEMBLY
7698-00
3
1
YOKE ASSEMBLY
7304-00
4
1
CRASH CABLE ASSEMBLY C' LENGTH
8395-C'
5
1
-CRASH-TUBE, 3 5"x0 083" WALL,'D' = LENGTH
1900'D'
6
'E'
COUNTERWEIGHT, 35 POUNDS
1907-06
7
4
COUNTERWEIGHT BOLT SET
3484-T
8
1
CABLE EYE CUSHION
5385 00
9
'G'
RED REFLECTIVE TAPE, 3"x20"
2565-109
10
2
PILLOW BLOCK BEARING
1900-10
ri
I�
4
/- #4 BARS AND TIES
L
1
I
BOTH SIDES 18" AND
I
1
I I-
12 CENTERS
i-
DROP ARM CRASH GATE DETAIL
NTS
30"
VIEW 'A -A'
o
TYPICAL POST SPLICE SECTION Z
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,4 SIGN INSTALLATION DETAIL
NTS
FOUO - FOR OFFICIAL USE ONLY
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C 140�001\01
SHEET
IDENTIFICATION
CP-502
SHEET 14 OF 17

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1
FOLIO - FOR OFFICIAL USE ONLY
is
3
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5
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C.
wE%
u
EX.\STREAM
TOP eF BANK
3" DOMESTIC WATER DESIGN %N
AND INSTALLATION BY ONUS IN
6" FIRE SERVICE DESIGN AND
�NSTALLATION TABY ONUS
1 1
INV 36" q MP
156.48
/
i
­_--lL30'VEGETATED
/ BUFFER
E— E— E— E— E
_cw c— Wc�f•
I
1 INV 36" CM
\, 158.65
�\ ES
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CO o\\�
2 \ \
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♦ I DB\\
♦ N
STORM MANHOLECS ♦ 2
6" SANITARY SEWER. DESIGN
AND INSTALLATION BY ONUS
6" STORM CONNECTION
SEE PLUMBING PLANS FOR
MORE INFORMATION
PROPOSED BUILDING
FFE=189.00
RIM-185 82 ♦ �,
Po 24"RCP w-173, 6 1 o ROOF DRAIN o
° 24'RCP ou 72 43 CO O CONNECTION (TYP.) a
r 1 a -
I EX DB
1 #I MH SO SO 81, PVC D SD �— So 4
75"PVC pV0 DB /
1 NJ o 1h SOP ,
s
6" PERFORATED Oj
UNDERDRAIN
GAS SERVICE LINE TO BE DESIGNED AND
8" SANITARY SEWER. DESIGN �� (4) 4" CONDUITS SEE INSTALLED BY PIEDMONT NATURAL GAS
CABL L AND INSTALLATION BY ONUS TELECOM PLANS SHEET
Pc D TS-101 FOR MORE POST INDICATOR VALVE
a° Gas INFORMATION DESIGN AND INSTALLATION BY ONUS
Y SITE LIGHTING EX. FIRE
- -- - BY SANDHILLS HYDRANT
CONC SIDEWALK 0 (TYP.) TO REMAIN
4" GAS
�8860 DRAIN
RV OR STREET 4.PDRAIN
VC
, APPROXIMATE LOCATION TO 188 7E
♦ CONNECT TO EXISTING SANITARY
SEWER SYSTEM DESIGN AND
CONc. .,It)EWALK
CONCGFTC cONC. SIDEWALK
, e" ♦ INSTALLATION BY ONUS
GV uF : NLET
v R 1s13s9
_
- - - - ',.
♦
CONC. SIDEWALK EX. FIRE
HYDRANT
=�
24" RCP oui-.tss Pe
2"GAS
- - _ _
•1
TO REMAIN
° JP
N
-" RCP RC12 RCP
STO FUJ MANHOLE
G D
GQ R P 8'. r
m
B
YARD I.LT
GR T c c ,.
,��� 5RCP !L 'S =
i5 RCP �r 2; G) CURB WLET
CURB IN( ET STORM MANHOLE
CURB
�i
18 RCP N e 6`1 GR TE-'89 45
GRATE-188.89 RIN1 189.41
188J2
2-1 RCP IN
24 RCP OUT= y�63
_
24 RCP IN ' SN ; 5 RGP IN-184 (>5
24 RCS' S
OU 1715:
12"RCP IN-184 94 12 RCP OUT-�85 23
12"RCP
12"RCP
15'RCP OUT-181.63
15'RGP OU I-184.89 12"RCP OUT-185 13
OUT-185
ONE STORY
BUILDING
0
GENERAL NOTES:
1. WATER SERVICE OUTSIDE 5' FROM THE BUILDING TO BE PROVIDED BY ONUS.
2. SEWER SERVICE OUTSIDE 10' FROM THE BUILDING TO BE PROVIDED BY ONUS.
3. WATER METER SHALL BE LOCATED OUTSIDE THE BUILDING AND PROVIDED BY ONUS.
4. A FIRE SERVICE BACKFLOW PREVENTER SHALL BE LOCATED INSIDE OF BUILDING.
5, A DOMESTIC BACKFLOW PREVENTER SHALL BE LOCATED OUTSIDE OF BUILDING AND PROVIDED
BY ONUS.
6. THE EXISTING STREAM LOCATED ADJACENT TO THE WETLAND BOUNDARY ALONG THE NORTH OF
THE EXISTING PARKING SHALL MAINTAIN A 25' VEGETATED BUFFER. THE STREAM CENTERLINE IS
NOT SHOWN AND SHOULD BE FIELD VERIFIED PRIOR TO BEGINNING CONSTRUCTION.
7, WETLAND BOUNDARY SHOWN IS AN APPROXIMATE LOCATION PROVIDED BY FORT BRAGG DPW GIS
INFORMATION.
8, SEE MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR CONTINUATION OF UTILITY
CONNECTIONS TO BUILDING.
9. SEE MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOP GAS, ELECTRIC, AND UTILITIES
LOCATED WITHIN 5' OF THE BUILDING FOOTPRINT.
10. CONTRACTOR SHALL CONNECT ALL ON -SITE UTILITIES TO T-1E PROPOSED BUILDING
CONNECTIONS AS REQUIRED.
cu UTILITY PLAN
101 SCALE 1" = 30'-0"
sa
TED
oe ASPHALT YARD INLET
'4'pA GRATE-176.09
/ 36"RCP-164.84
� BOA
Woot
® Gp,S....''SHED
NLK
OV, STR�
i
WATER
VAULT
LED
HOTBOX
1
STORM DRAIN STRUCTURE SCHEDULE
NO.
DESCRIPTION
REMARKS
COORDINATES
NORTHING
EASTING
1-1
CONCRETE CATCH BASIN
NCDOT STD. 840.02
518,259.4542
1,993,129.2005
1-2
CONCRETE CATCH BASIN
NCDOT STD. 840.02
518,619.9146
1,993,391.1792
1-3
CONCRETE CATCH BASIN
NCDOT STD. 840.02
518,539.7060
1,993,378.6651
ES-1
PRECAST CONCRETE ENDWALL
NCDOT STD. 838.80
518,633.5379
1,993,339.1240
CS-1
15" HARCO DRAIN BASIN
SEE SHEET CG-104. PEDESTRIAN GRATE
518,417.2563
1,993,247,0753
DB-1
18" HARCO DRAIN BASIN
SEE SHEET CG-104. PEDESTRIAN GRATE
518,447.2646
1,993,260.5600
DB-2
12" HARCO DRAIN BASIN
SEE SHEET CG-104. PEDESTRIAN GRATE
518,471.8666
1,993,232.9240
DB-3
12" HARCO DRAIN BASIN
SEE SHEET CG-104. PEDESTRIAN GRATE
518,513.1372
1,993,199,5980
DB-4
12" HARCO DRAIN BASIN
SEE SHEET CG-104. PEDESTRIAN GRATE
518,555.3186
1,993,356.7513
ES-2
12" MITERED END SECTION
518,424.9819
1,993,249.8670
CO-1
CLEAN OUT
518,411.6404
1,993,242.0430
CO-2
CLEAN OUT
518,586.5698
1,993,321.6462
' SEE SHEET CU-301 FOR TOP AND INVERT INFORMATION
CONCRETE PAD, HOT BOX AND BACKFLOW
PREVENTER TO BE PROVIDED BY ONUS.
ELECTRICAL CONTRACTOR SHALL PROVIDE
CIRCUIT FOR HEAT TAPE AND CONDUIT/VVIRINC
FOR BFP TAMPER SWITCHES TO FACP.
LEGEND:
0
MONITORING WELL
IL
SURVEY NAIL
NAIL
0 PTP
POWER POLE
?PTLP
LIGHT/POWER POLE
GUY WIRE
OO
TELEPHONE MANHOLE
®
DROP INLET
®
CATCH BASIN
YY FH
FIRE HYDRANT
0-0
SITE LIGHTING
STORM SEWER MH
ca GV
GAS VALVE
DB
1
STRUCTURE NAME
EDGE OF PAVEMENT
E V
UNDERGROUND ELECTRIC
Cam—
UNDERGROUND TELEPHONE
Gx
UNDERGROUND GAS
SD„
STORM DRAIN MAIN
w�
WATER MAIN
SS
SANITARY SEWER MAIN
WETLAND BOUNDARY
CONSTRUCTION LIMITS
STORMWATER TREATMENT AREA
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SHEET
IDENTIFICATION
CU-101
SHEET 16 OF 17

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