SW6110103_Plansheet - Set_20110114

1
FOUO - FOR OFFICIAL USE ONLY
2 I
3
I
4
5
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PROJECT LIMITS/ LIMITS
OF DISTRUBANCE (TYP) i
2 FEATHER CURB (TYP)
CS101 C-508
c,
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4 NEW FULL DEPTH ASPHA_- ANG
CS101 C-507 PAVEMENT (TYP)
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OIES. TOANX
Ilk
0 CONC PAD FOR UTILITY
TRANSFORMER BY SUS (TY: 8)
(APPROX. 8'x9') (COORDINAT
EXACT LOCATION WITH ALL U J.T1
y u�
t, FER
TO FE-F�
FACE OF CURB
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.riQ4'ETtS
4 CONC PAD FOR
R =45' d
101 C-504 GENERATOR AND
GENERATOR FUEL
TANKS (TYP. 4)
t (50'xl4')
(SEE NOT *8) f x
4
1 V :• .oR U" �.
AHD L c ,V7T S�'FEf7 Ilr'1i1
iN' RU'NAP '
1 TAPER CURB HEIGHT Fs F
TO MEET EXISTING
CS101 C�08 Vnt
,NI UNITCURB HEIGHT (TYP.)
vAV 1 7ti0 -ffsfH
,-fiJC ./NJ( LIMIT
CONCRETE SIDEWALK
CS101 C-503 SEE NOTE 5
NOTES:
6
NEW ASPHALT OVERLAY
I.
ALL DIMENSIONS (EXCEPT SIDEWALKS) ARE MEASURED CS101
C�07 SURFACE (TYP)
TO FACE OF WALL, FACE OF CURB, ASPHALT SIDE OF
CONCRETE EDGE, OR BUILDING FACE UNLESS OTHERWISE
NOTED. SIDEWALKS ARE MEASURED FROM BACK OF CURB.
82'ATFP STANDOFF —�
2.
ALL RADII ARE 5' (MEASURED TO FACE
33' ATFP STANDOFF
OF CURB OR CONC. EDGE) UNLESS OTHERWISE NOTED.
3•
THREE NEW PARKING SPACES IN NEW LOT REPLACE
8 HANDICAP RAMP
THREE EXISTING SPACES ELIMINATED BY DEMOLITION
CS101
C-503
B
OF EXISTING ASPHALT PARKING AREAS.
4.
CONTRACTOR TO COORDINATE EXACT CONFIGURATION, LOCATION,
RETAINING WALL, SEE
AND SIZE OF MOUNTING POLE AND GATE WITH JSOC PRIOR TO
STRUCTURAL PLANS -�
INSTALLATION. CONTRACTOR TO SUPPLY AND INSTALL CONDUIT,
MOUNTING POLE AND GATE. JSOC TO SUPPLY AND INSTALL CARD
READER.
2 FEATHER CURB (TYP)
CS101
C-508
5.
ALL CONCRETE SIDEWALKS ARE 5' UNLESS
NOTED OTHERWISE.
RETAINING WALL, SEE
6.
SEE SHEET CS102 FOR COORDINATE TABLE.
STRUCTURAL PLANS
7.CONTRACTOR
TO COORDINATE ALL BOLLARD
LA
LA
INSTALLATION WITH SITE/ UTILITY EQUIPMENT 1 IN (3) PERMENANT >° x
INSTALLATION TO ENSURE PROPER PLACEMENT 1 CS10C-507 6" BOLLARDS TO PROTECT
OF BOLLARDS. SEWER GRINDER PUMP
B.CONTRACTOR TO COORDINATE EQUIPMENT PAD
LL SIZES AND LOCATIONS WITH MECHANICAL AND 4 RECYCLED PLASTIC
ELECTRICAL UTILITY CONTRACTORS PRIOR TO CS101 C-501 WHEEL STOP (TYP OF 6)
INSTALLING CONCRETE PADS.
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Sf I RETAINING WALL. SEE ITYP) L,1
NpSEI� STRUCTURAL PLANS Ln R o
NEW C4 BUILDING N' •.D D '
a CONCRETE STAIRS
SEE ARCH. PLANS (TYP) t3a ' i9 ip
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-
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W ALI<
INSTALL
(TYP. 2)
CURB & GU
TE FLUME
FEATHER CURB (TYP.)
1 INSTALL (6) PERMANENT
13S101 JC-507 6' BOLLARDS a 7.5' O.C.
TO PROTECT SWITCHGEAR
4 CONC PAD FOR 00
CS101 C--d04 ELECTRICAL SWITCHGEAR
(15'-6'x41'-4') (SEE NOTE *8)
1 INSTALL (2) PERMANENT 6' BOLLARDS
CS101 C-507 TO PROTECT MECHANICAL EQUIPMENT
INSTALL (4) REMOVABLE
CS101 �C-507 BOLLARDS a 4' O.C.
3 SECURITY GATE'oFEss�°y 9�
CS101 C-507 (SWING GATE) _ 'Q� SEAL 9r"'
ti; . 'vLti�'fC tr ,nlC W/ f�( 1')�t' S ��d' ;,) " S��rlSjirs�s\\\\
RETAINING WALL, SEE
STRUCTURAL PLANS
a
_ s - - r`Il?it'll vltltd6' Wr-// 7 BIKE RACK (TYP. 3) 1
CS101 C-507 LOCATED AT MAIN
ENTRANCE (COORDINATE
-. wa EXACT LOCATION)
R =20'
CONC PAD FOR UTILITY
SWITCHGEAR BY SUS (TYPO 6)
(APPROX. 8'x8') (COORDINATE
EXACT LOCATION WITH
ALL UTILITIES)
INSTALL CONCRETE PARKING
5 i INSTALL GRAVEL PERIMETER
C817 ROAD CONNECTION TO
v� PAVEMENT
SEE NOTE 3 i €
seia�Plt-
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's' , �'GgO. ),eet #.._.... __ %D/- - ".wino" 0",. L`f LO/ /
1 INSTALL (21) PERMANENT
CS101 G507 6' BOLLARDS a 7.5' O.C.
l , TO PROTECT GENERATORS
`5
(
TY LIFT GATE WITH CARD READER -
*BB IOM HIGH SECURITY BEAM BARRIER�BY
SCIENTIFIC OR EQUAL. AS APPROVED
)C SECURITY. SEE NOTE 4. PLAN NORTH
40 0 40 80 120
LC-407 REMOVABLE BOLLARDS a
4' O.C.
(3 TO THE WEST AND 2 TO THE GRAPHIC SCALE
EAST OF THE LIFT GATE)
FOLIO - FOR OFFICIAL USE ONLY I
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
CS101
`SHEET 023

1 I 2
FOLIO FOR OFFICIAL USE ONLY l
!j' ,1j�/ FO Gbi'C L�:x x y-,•i,Y.� ' �`, '-(h.�"-,
zt
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I 1
SHEET NOTES: r10 \
=c \
D I. SEE NOTES 5A & 5B ON SHEET G-006. r;=• F
2. A Y BENCH MARKS WITHIN
PROJECT LIMIT (THIS SHEET)
BENCH MARK NUMBERS:
6326 (B);\��\
10380 (C);
6325 (D) PROJECT LIMITS/ LIMfi� v s \ \
OF DISTURBANCE
3. PROJECT LIMITS AREA = 208,120 SQ. FT., 4.78 ACRES. \
4. NO LAND DISTURBANCE IS TO TAKE PLACE UNTIL \
;,V'J F l QlM
SEDIMENT AND EROSION CONTROL MEASURES ARE v
IN PLACE, INSPECTED AND APPROVED BY WMB AND ?;✓`�
NCDENR. �=� ' /� CA''
5.CONTRACTOR TO REMOVE STUMPS AND ROOTMAT.CONTRACTOR `� T
TO REPLACE TREES PER FT.BRAGG REPLACEMENT SCHEDULE,
SEE LANDSCAPE PLANS. f
6. ALL EXISTING JERSEY BARRIERS NOTED AS TO BE REMOVED
SHALL BE TURNED OVER TO THE GOVERNMENT WITHIN THE
JSOC COMPOUND AS APPROVED BY THE CONTRACTING OFFICER.
C CONTRACTOR TO REMOVE JERSEY "`t
BARRIERS TO NEAREST JOINT ± 25 LF
CONTRACTOR SHALL MILL 2' DEPTH.�
EXISTING ROAD j ��1��� i L?�` f
CONTRACTOR SHALL ENSURE THAT THE MONITORING
WELL REMAINS PROTECTED AND UNDISTURBED _
CONTRACTOR TO REMOVE
SIGN POST
CONTRACTOR SHALL MILL 2' DEPTH 1??
IN EXISTING PARKING LOT (SEE
BOXED NOTE THIS SHEET FOR BID ,
OPTION 4)
I 3 I
CONTRACTOR TO REMOVE
..
FULL DEPTH AS HAT '
l I
OA I a 1
<j. \ \t7yyjl\`
�nl FNSRT
f:, •;
N C � (y V _ ''^'1 r A lMJR I'•-' `IllJY=➢41
ONTRACTOR TO REMOVEr �S�r �I -� rr� ' v'_
a• GNLNNIi d \\ . f
,� ±28 LF JERSEY BARRIERS , \
:�� �1 El
✓ �, :! ✓ V�5�
LiNv' Sl€ €i-..i
W
�I:
1 Ily
I A r
/G ,�
�tf
n .# \• �)r �IGI' ('Mlf uA �'. �' �j- - .�E� wcco:o �� �Ir. ' .: itr l�ir� � ly
\ � .. - ,� f;„ /,Jr .;•iP, ll 1 JCS_ P�
� n
j �... 6,
,f, gam, , 't'ER
`T. 1 (7 , C-- G �� A
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F�IV1 (.r Q J Cu,I - �1 Ty`'
1 i(
A✓C UNIT UNIT
CONTRACTOR TO CLOSE AND ABANDON t' yry ,'!1 r.-sG6' . �50
'.
IN PLACE MONITORING WELL AND T�It I"'
CONCRETE PAD PER APPLICABLE r
' t � 1FhNi B D1 (7JJARDS Ire . Ja6.Z'„
STATE REGULATIONS AND LAWS GAS MARKED�
CONTRACTOR TO REMOVE
B
FULL DEPTH ASPHALT ROAD
y
INV ✓C
T{
CONTRACTOR TO REMOVE
'
CURB & GUTTER
CONTRACTOR SHALL MILL 2' DEPTH
N 5 z ' - ,
EXISTING ROAD
vCS-CSl
6.—�
l'r4C 70.7
CONTRACTOR TO VERIFY EXISTING INLET IS
30 LARD,
TRAFFIC BEARING IN ACCORDANCE WITH NCDOT
TALL
4
STANDARDS AND SPECIFICATIONS. IF NOT THEN
zs'FORME,r �
REMOVE EXISTING INLET AND INSTALL A NEW
r
TRAFFIC BEARING INLET. CONTRACTOR TO
o
RAISE EX. DROP INLET *1 RIM TO MATCH FINAL
ELEVATION. SEE GRADING PLAN.
1
CONTRACTOR TO CONVERT EX.
DROP INLET *2 TO MANHOLE
AND RAISE RIM TO MATCH
FINAL ELEVATION. SEE
GRADING PLAN.
PROJECT LIMITS/
LIMITS OF DISTURBANCE—`
BID OPTION 4: OMIT 2' DEPTH MILLING
IN EXISTING PARKING LOT TO
THE LIMITS SHOWN. COORDINATE
WITH SHEET CSIOIA.
E.
t
v=N)
4
,i,
1 5
>URVEY CONTROL POINT SCHEDULE (BENCH MARK INFORMATION)
40035
6325
12259
40d NAIL
SURVEY CONTROL MONUMENT
40d NAIL
0
N= 514496.38'
FD N= 514627.53'
N= 514892.50'
E=1998701.02
E=1998953.03
E=1998731.24'
EL= 256.82'
EL= 249.28'
EL= 270.33'
6326
SURVEY CONTROL
12866
MONUMENT 40d NAIL
12374
40d NAIL
©
N= 514579.61'
E=1998648.05
© N= 514501.03' IQ
N= 514553.56'
EL= 263.82'
E=1999023.41'
E=1999042.34'
EL= 246.86'
EL= 256.41'
10380
40d NAIL
©
N= 514597.80'
E=1998907.28'
EL= 250.65'
ELECTRIC POLES (6) AND OVERHEAD ELECTRIC
LINES TO BE REMOVED AND REPLACED WITH
UNDER GROUND ELECTRIC LINES BY SUS. (TYP)
z?' u(A, 6, )t AfifIS,
4,3' AFAR l
CONTRACTOR TO REMOVE ±150' JERSEY
BARRIERS TO NEAREST JOINT. SEE NOTE 6.
EXISTING LIGHTS TO BE RELOCATED
BY JSOC ALONG SECURITY FENCE
U
f,
= X/ TREE REMOVAL
AREA✓/SEE-I ✓ f
�IELiA NOTIf 5I
� r � -
j un 7
i CDNITRAC OR TO REWOV
— ±85 LF JERSEY BRIEFS. s An<
� S�EEINOTE G.
THE -REMOVAL c�?
AW A S E 9'� -
,E2 AHD WVASNL?D C?�lT —� i t
..� NOTE.
T r
'?"Ru KEN CONCRETE -
'I REMOVE (5) TREES -BY CONTRACTOR (' 1 NOTE/5)
21N
SAWCUT & REMOVE CONCRETE SIDEWALK.
REPLACE IN KIND WHEN UTILITY CONSTRUCTION
IS COMPLETE (BY ONUS)
ONUS TO REMOVE AND OR ABANDON IN PLACE
EXISTING SEWER AS REQUIRED TO INSTALL
NEW SEWER LINE
ELECTRIC POLES AND OVERHEAD ELECTRIC
LINES TO BE REMOVED AND REPLACED WITH
UNDER GROUND ELECTRIC LINES BY SUS.
j 5
7tCOIN RACTOR TOR OCATE/
1 W
-R00 DRAINI AS RE UI9���� l
1 ` \ FOR INSTALLATION OF THE
L„ NEW RETAINING WA L v' I
i
I � 1
65
Q
\ J
G•
s
I 3_1649
BAG•
CONTRACTOR TO REMOVE ±371LF JERSEY
W (l1L B�_RRIIRS TO NEAREST JOINT. SEE NOTE 6.
"-
PROJECT LIMITS/ LIMITS
OF DISTURBANCE (TYP)
' CONTRACTOR TO REMOVE UNPAVED
} ROAD TO 8' DEPTH.
RELOCATE LIGHT (BY SUS) SEE
ELECTRICAL PLANS
0\O���N�CARO�/ice
QES3
NC'f ;�i�/ 1✓lnl ;C'V `,t tb SUr, c, /oy9,�
;a
SEAL =
� " • <} v _
1 TEMPORARY BENCHMARK2177
(TYP). SEE NOTE 2. 1NE��'�Q���C
CONTRACTOR TO SAWCUT &
REMOVE ASPHALT
JERSEY BA RIE� � 0VA1_L
it
?r
' k CONTRACTOR TO VERIFY EXISTING INLET IS TRAFFIC
BEARING IN ACCORDANCE WITH NCDOT STANDARDS
AND SPECIFICATIONS. IF NOT THEN REMOVE EXISTING
t tT" 0 INLET AND INSTALL A NEW TRAFFIC BEARING INLET.
-_ Br, required oy �rn ws,n �.d koih carolire
rules require 3ior—,a Sys rP02^si,Cyneir
�,' V �, °_�)" Ci J--1 inspect dunngconstr r r c f. onf rmrvwithYho
Ians andspecs; anr4ry it,I !,Ie
5( I -/0 (; ormwaterrues.i!: uubilii
fjJ ^\\\ r'i �t,z\) (j/ ✓�1, '� :init# iu/6_//O/O_3 Date/
wd
vv
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CONTRACTOR TO CLEAN OUT
AND REMOVE MATERIAL
FROM BURIED HEADWALL
�� zw CONTRACTOR TO REMOVE EXISTING
STORM DRAIN PIPE. REPLACE AND
RESTORE GRAVEL ROAD AND
'�' �,_ f ' p° n ,a zf `` SECURITY FENCE TO MATCH
s N EXISTING CONDITIONS AFTER NEW
STORM DRAIN PIPE AND RIP RAP
SAWCUT & REMOVE CONCRETE SIDEWALK.
REPLACE IN KIND WHEN UTILITY CONSTRUCTION
IS COMPLETE (BY ONUS)
1 EXISTING SITE /DEMOLITION PLAN
CD101 1'=40'
PLAN NORTH ARE INSTALLED.
40 0 40 80 120
GRAPHIC SCALE
FOLIO - FOR OFFICIAL USE ONLY I
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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r PLATE
REFERENCE
NUMBER
CD101
`SHEET 022

1
2
3
4
A
C
C
0
N
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FOUO - FOR OFFICIAL USE ONLY
NOTE:
• THE LAMONT ROAD BORROW PIT MAY NOT BE IN OPERATION
DURING THE ENTIRE CONSTRUCTION PHASE OF THIS PROJECT
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FILL
MATERIAL AS REQUIRED TO COMPLETE THIS PROJECT
INCLUDING TIMES WHEN FILL MATERIAL IS NOT AVAILABLE
FROM THE LAMONT ROAD BORROW PIT.
LANDFILL DISPOSAL REQUIREMENTS
I. FORT BRAGG HAS THREE NON -HAZARDOUS SOLID WASTE DISPOSAL SITES, WHICH ARE PERMITTED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR).THEY ARE LOCATED
OFF LAMONT ROAD WEST OF FORT BRAGG'S CANTONMENT AREA, BETWEEN LONGSTREET AND MCKELLAR
ROADS. TWO OF THE SOLID WASTE SITES ARE PERMITTED LANDFILLS WHICH ACCEPT WASTE FROM FORT BRAGG
AND POPE AIR FORCE BASE. THESE LANDFILLS ARE FOR CONSTRUCTION AND DEMOLITION DEBRIS, (C&D) AND
LAND CLEARING AND INERT DEBRIS (LCID). THE OTHER PERMITTED SITE IS THE MUNICIPAL SOLID WASTE
TRANSFER STATION (WTS) FOR TRANSFERRING THE MUNICIPAL SOLID WASTE (MSW) OFF FORT BRAGG TO AN
APPROVED AND PERMITTED LANDFILL.
JtND:
LAND CLEARING
:ID & INERT DEBRIS
MAJOR ROADS
STREETS
++-+ RAILROADS
INSTALLATION BOUNDARIES
INTERSTATE ROUTE
U. S. ROUTE
4r_r10:z m14
LAKES
HAUL ROUTE
RALIE
2
6
64
WTLSON
ASHEBORO
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SANFORD
SM IELD
2
GOLOSBORD
BISCOE
7
i
DUN
70
FORT BRAGG
a
, MT. OLIVE
2
F
LLE 40
N
5
CLIN
74
0l
0
ROCKING
01
95
11
LAU NBU
87
e
74
WALLACE
15
\ 0
LUMBERTON
ELIZABETHTOW
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2
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ARLIN
1
9
76 74
4
HITEVILLE
76
0
WILMINGTON
VICINITY MAP
N.T.S.
LANDFILL DISPOSAL REQUIREMENTS CONT.
3. THE LAND CLEARING AND INERT DEBRIS (LCID) LANDFILL IS NEXT TO THE C&D LANDFILL AND IS PERMITTED TO
ACCEPT YARD WASTE, TREES CUT IN MANAGEABLE LENGTHS (61, STUMPS, LIMBS (6' LENGTHS),UN-PAINTED AND
NON -TREATED WOOD, SOIL GENERATED FROM LAND CLEARING WITH ASPHALT, BRICKS, AND CONCRETE.
4. THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND HOUSEHOLD
WASTE FROM SUPPORT ACTIVITIES, 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.
5. CONCRETE AND ASPHALT SHOULD NOT BE MIXED WITH DEBRIS AND SHALL BE STOCKPILED AT THE
DESIGNATED RECYCLING SITE AT THE LANDFILL.
6. TIRES ARE PROHIBITED FROM BEING DISPOSED INTO THE LCID AND C&D LANDFILLS AND FROM THE WTS.
7. HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED INTO THE LCID AND
C&D LANDFILLS AND THE WTS.
8. APPLIANCES/ WHITE GOODS WHICH INCLUDE ITEMS SUCH AS; WASHERS, DRYERS, REFRIGERATORS, AND AIR
CONDITIONERS ARE BANNED FROM THE LCID AND C&D LANDFILLS AND THE WTS AND SHALL BE DISPOSED
THROUGH THE PRIME CONTRACTOR WITH AN OFF -POST SALVAGE COMPANY OR THROUGH DEFENSE REUTILIZATION
AND MARKETING OFFICE (DRMO).
9. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE C&D, LCID, WTS AND
RECYCLABLE AREAS. ALL LANDFILL USERS WILL RECYCLE TO THE MAXIMUM EXTENT POSSIBLE. FORT BRAGG'S LANDFILL
PERMITS AND THE NORTH CAROLINA REGULATIONS REQUIRE A MINIMUM OF 40% DIVERSION ANNUALLY.
10. A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT THROUGH YOUR
GOVERNMENT REPRESENTATIVE APPROVAL AND ISSUED BY THE SOLID WASTE MANAGER FROM THE DIRECTORATE
OF PUBLIC WORKS , ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), PHONE NUMBER [phone].
11. STATE LAW AND POST REGULATIONS REQUIRE COVERING OF LOADS TO PREVENT LITTER. 15A
NORTH CAROLINA ADMINISTRATIVE CODE 13B.105(D) STATES: 'VEHICLES TRANSPORTING WASTE SHALL BE LOADED
AND MOVED IN SUCH A MANNER THAT THE CONTENTS WILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED WREN
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.
12. PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORTED TO TH�°
LANDFILLS AND SHALL COMPLY WITH, ALL GUIDANCE WITHIN THIS DOCUMENT AND OTHER FORT BRAGG REGULATIONS<
AND POLICIES. THE LOADS COMING INTO THE LCID AND C&D LANDFILLS AND WTS ARE SUBJECT TO INSPECTION
AND SCREENING BY THE LANDFILL OPERATORS AND/ OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL
TO BE SURE COMPLIANCE IS BEING MAINTAINED. NON -COMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP AND
THE VEHICLES MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION.
2. THE C&D LANDFILL IS PERMITTED TO RECEIVE CONSTRUCTION AND DEMOLITION DEBRIS AND ASBESTOS GENERATED
ON FORT BRAGG. THIS INCLUDES NON -HAZARDOUS WASTE NORMALLY GENERATED AT A CONSTRUCTION SITE SUCH AS
PAINTED AND TREATED WOOD, INCREMENTALS RAP METALS TREATED WOOD, PACKAGING,
LING, INSULATION, SHINGLES,
EMPTY METAL CANS, AND WALL BOARD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITHIN THE C&D LANDFILL BY THE
LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR CONTAINED AND WITH MANIFEST DOCUMENTS
BEFORE THE WASTE IS ACCEPTED AND PLACED INTO THE C&D LANDFILL. YARD WASTE IS NOT ALLOWED IN THE C&D LANDFILL.
CARdl�ii�
K`-- :t. vothCarolira�0 2'.9
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FOUO - FOR OFFICIAL USE ONLY
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE -
REFERENCE
NUMBER
G-005
SHEET 005

1 I 2 3 4 ( 5
INDEX OF DRAWINGS
PLATE NO. SHEET NO. DGN FILE TITLE PLATE NO. SHEET NO. DGN FILE TITLE US ARMY CORPS
G-001 001 B9UG-001 CS COVER SHEET - VOLUME I STRUCTURAL OF ENGINEERS
G-002 002 B9UG-0021NX INDEX SHEET S-001 061 B9TS-001 STRUCTURAL CRITERIA AND LOADING SAVANNAH
G-003 003 B9UG-0031NX INDEX SHEET S-002 062 BSITS-002 GENERAL STRUCTURAL NOTES
G-004 004 B9UG-004HR CONTRACTOR HAUL ROUTE S-101 063 B9TS-101 BASEMENT FOUNDATION PLAN - AREA A
G-005 005 B9UG-005MAP VICINITY MAP AND PROJECT LOCATION MAP I S-102 064 B9TS-102 BASEMENT FOUNDATION PLAN - AREA B
G-006 006 B9UG-006NOT LEGEND AND GENERAL NOTES S-103 065 B9TS-103 LEVEL IFLOOR FRAMING PLAN - AREA A
G-007 007 B9UG-007UTIL UTILITY COORDINATION SHEET S-104 066 B9TS-104 LEVEL I FLOOR FRAMING PLAN - AREA B
D S-105 067 B9TS-105 LEVEL 2 FLOOR FRAMING PLAN - AREA A
BORINGS S-106 068 B9TS-106 LEVEL 2 FLOOR FRAMING PLAN - AREA B
B-101 008 B9UB-IOILB SOIL TEST BORING PERCOLATION AND TEST PIT LOCATIONS S-107 069 B9TS-107 LEVEL 3 FLOOR FRAMING PLAN - AREA A
B-301 009 B9UB-301LB SOIL TEST BORING LOG CLASSIFICATION CHART AND NOTES S-108 070 B9TS-108 LEVEL 3 FLOOR FRAMING PLAN - AREA B
B-302 010 B9UB-302LB SOIL TEST BORING LOGS S-109 071 B9TS-109 ROOF FRAMING PLAN - AREA A
B-303 011 B9UB-303TP SOIL TEST BORING LOGS S-110 072 B9TS-110 ROOF FRAM - AREA
B-304 012 B9UB-304LB CPT SOUNDING LOGS S-III 073 B9TS-III COOLING TOWER SUPPORTS AND STAIR ROOF FRAMING
B-305 013 B9UB-305LB CPT SOUNDING LOGS S-201 074 B9TS-201 BRACED FRAME ELEVATIONS
B-306 014 B9UB-306TD LABORATORY SOIL TEST DATA S-202 075 B9TS-202 BRACED FRAME ELEVATIONS
B-307 015 B9UB-307TD LABORATORY SOIL TEST DATA S-203 076 B9TS-203 BRACED FRAME DETAILS
B-308 016 B9UB-308TD LABORATORY SOIL TEST DATA S-204 077 B9TS-204 RETAINING WALL ELEVATIONS AND CONCRETE WALL SCHEDULE
B-309 017 B9UB-309TD LABORATORY SOIL TEST DATA S-205 078 B9TS-205 SITE WALL ELEVATIONS AND SECTIONS SECTION SYMBOLS
B-310 018 B9UB-31OTD LABORATORY SOIL TEST DATA S-301 079 B9TS-301 LOWER LEVEL SECTIONS
B-311 019 B9UB-311TD LABORATORY SOIL TEST DATA S-302 080 B9TS-302 STAIR SECTIONS AND DETAILS VIEW
S-303 081 B9TS-303 STAIR SECTIONS AND DETAILS SECTION
CIVIL S-304 082 B9TS-304 PANEL BRACE DETAILS AND STRUCTURAL SECTIONS SECTION OR DETAIL
C-101 020 B9UC-IOISGN SIGNAGE AND PAVMENT MARKING PLAN DE"FIOATION NUMBER5-401 083 89TS-401 COLUMN SCHEDULE 3 3
C-102 021 B9UC-102FENC CONSTRUCTION FENCING PLAN S-402 084 89TS-402 COLUMN SCHEDULE AND DETAILS VIEW A + AB PLATE NUMBER ON WHICH + All
CDI01 022 B9UCDIOIEX EXISTING SITE/ DEMOLITION PLAN 5-501 085 B9TS-501 TYPICAL FOUNDATION AND SLAB DETAILS SECTION I SECTION OR DETAIL IS DRAWN
PER WHI
ON
CSI01 023 B9UCSIOISP SITE LAYOUT PLAN S-502 086 89TS-502 TYPICAL FOUNDATION DETAILS SEEACTTIION OR DETAILCH
CSIOIA 024 B9UCSIOIASP SITE LAYOUT PLAN WITH BID OPTIONS 3 & 4 S-503 087 89TS-503 TYPICAL FOUNDATION DETAILS CONDITION IS TAKEN
CS102 025 B9UCSIO2SP SITE COORDINATE PLAN S-504 088 B9TS-504 EXTERIOR COLUMN BASE SECTIONS AND DETAILS
CS103 026 B9UCS103SP CONCRETE PAVEMENT JOINTING PLAN S-505 089 B9TS-505 ELEVATOR AND STAIR WELL DETAILS SYMBOL WHERE SECTION IS TAKEN
CGI01 027 B9UCGIOIECP EROSION AND SEDIMENT CONTROL NOTES S-521 090 B9TS-521 SECTIONS AND DETAILS
CG102 028 BSUCGI02ECP EROSION AND SEDIMENT CONTROL PLAN - PHASE I (SHEET I OF 2) S-522 091 BEITS-522 SECTIONS AND DETAILS
CG103 029 B9UCG103ECP EROSION AND SEDIMENT CONTROL PLAN - PHASE IAND PHASE 2 (SHEET 2 OF 2) S-523 092 B9TS-523 SECTIONS AND DETAILS 3
CG104 030 B9UCG104ECP EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 (SHEET I OF 2) SECTIONDETAIL p4 AB
CGI05 1 031 B9UCGIO5GP SITE GRADING AND DRAINAGE PLAN ARCHITECTURAL
CG106 032 B9UCGI06GP ENLARGED SITE GRADING AND DRAINAGE PLAN A-001 093 B9TA-001 ABBREVIATIONS & SYMBOLS TITLE WHERE SECTION IS DRAWN
CUI01 033 B9UCUIOIUTL SITE UTILITY PLAN A-002 094 B9TA-002 LIFE SAFETY PLAN - BASEMENT
CU102 034 B9UCU102UTL ENLARGED SITE UTILITY PLAN A-003 095 B9TA-003 LIFE SAFETY PLAN - LEVEL I
CU301 035 B9UCU301PR DOMESTIC WATER LINE PLANS AND PROFILES A-004 096 B9TA-004 LIFE SAFETY PLAN - LEVEL 2
CU302 036 B9UCU302PR SANITARY SEWER PLAN AND PROFILE A-005 097 B9TA-005 LIFE SAFETY PLAN - LEVEL 3 A IDENTIFICATION LETTER WHERE
CU303 037 B9UCU303PR STORM LINE PROFILES A-010 098 B9TA-010 SLAB EDGE PLAN - BASEMENT
A4 AS ELEVATION IS TAKEN
CU304 038 B9UCU304PR STORM LINE PROFILES A-011 099 B9TA-011 SLAB EDGE PLAN - LEVEL I
C-501 039 B9UC-5OIDET SITE DETAILS A-012 100 B9TA-012 SLAB EDGE PLAN - LEVEL 2 P
TITLE WHERE
C-502 040 B9UC-502DET SITE DETAILS A-013 101 B9TA-013 SLAB EDGE PLAN - LEVEL 3 ELEVATION ELEVATION IS SHOWN
C-504
042
B9UC-504DET
SITE
DETAILS
A-101
103
B9TA-101
OVERALL FLOOR PLAN - LEVEL I
ELEVATION SYMBOL
C-505
043
B9UC-505DET
SITE DETAILS
A-102
104
89TA-102
OVERALL FLOOR PLAN - LEVEL 2
C-506
044
B9UC-506DET
SITE
DETAILS
A-103
105
B9TA-103
OVERALL FLOOR PLAN - LEVEL 3
C-507
045
B9UC-507DET
SITE
DETAILS
A-104
106
89TA-104
OVERALL ROOF PLAN
MATERIAL INDICATIONS
C-508
046
B9UC-508DET
SITE DETAILS
A-IIOA
107
B9TA-IIOA
BASEMENT FLOOR PLAN - AREA 'A'
C-509
047
B9UC-509DET
SITE DETAILS
A-IIOB
108
B9TA-IIOB
BASEMENT FLOOR PLAN - AREA 'B'
EARTH (ORIGINAL GRADE)
C-510
048
B9UC-51ODET
SITE DETAILS
A-IIIA
109
B9TA-IIIA
LEVEL I FLOOR PLAN - AREA "Al
C-511
049
B9UC-511DET
SITE
DETAILS
A-IIIB
110
89TA-1118
LEVEL I FLOOR PLAN - AREA 'B'
C-512
050
B9UC-512DET
SITE
DETAILS
A-112A
III
B9TA-112A
LEVEL 2 FLOOR PLAN - AREA 'A'
®
EARTH (COMPACTED FILL)
C-513
051
BSUC-513DET
SITE DETAILS
A-112B
112
BSTA-112B
LEVEL 2 FLOOR PLAN - AREA 'B'
C-514
052
B9UC-514DET
SITE
DETAILS
A-113A
113
B9TA-113A
LEVEL 3 FLOOR PLAN - AREA 'A'
: , o,, o,I
GRAVEL
C-515
053
B9UC-515DET
SITE DETAILS
A-113B
114
BSTA-113B
LEVEL 3 FLOOR PLAN - AREA 'B'
B
C-516
054
B9UC-516DET
SITE
DETAILS
- A
D5
B9TA-114A
ROOF PLAN - AREA A
' '
�' `�� �' �• �'^� � •� •�• CONCRETE
MORTAR - CEMENT - PLASTER - STUCCO
CONCRETE MASONRY UNITS (C.M.U.,
SMALLO SCALE - PLAN)
C-517
055
B9UC-517DET
SITE DETAILS
A-114B
116
--n'Tr-114B
ROOF PLAN - AREA 88'
C-518
056
139UC-518DET
SITE DETAILS
A-120A
117
BSTA-120A
BASEMENT REFLECTED CEILING PLAN - AREA 'A'
C-519
057
B91JIC-519DET
SITE DETAILS
A-120B
118
B9TA-120B
BASEMENT REFLECTED CEILING PLAN - AREA 'B'
C-520
058
B9UC-519DET
SITE DETAILS
A-121A
119
B9TA-121A
LEVEL I REFLECTED CEILING PLAN - AREA 'A'
A-121B
120
89TA-121B
LEVEL I REFLECTED CEILING PLAN -
AREA 'B'
CONCRETE MASONRY UNITS (C.M.U., LARGE
SCALE - SECTION)
CONCRETE MASONRY UNITS OR HOLLOW
TILE (SMALL SCALE - SECTION) ,
—A-122A
121
B9TA-122A
LEVEL 2 REFLECTED CEILING PLAN - AREA 'A'
LANDSCAPE
A-122B
122
B9TA-122B
LEVEL 2 REFLECTED CEILING PLAN - AREA 'B'
LPI01
059
B9ULPI01
LANDSCAPE PLAN 11
A-123A
123
B9TA-123A
LEVEL 3 REFLECTED CEILING PLAN - AREA 'A'
LP501
060
B9ULP501
LANDSCAPE DETAILS
ll
A-123B
124
B9TA-123B
LEVEL 3 REFLECTED CEILING PLAN
- AREA 'B'
® METAL (ELEVATION)
11
A-201
125
89TA-201
BUILDING NORTH ELEVATION
STANDARD
CIVIL
ABBREVIATIONS
STEEL (CROSS SECTION)
INSULATION (RIGID)
® INSULATION (LOOSE OR BATT)
® BRICK
O.D. OUTSIDE DIAMETER
N L.P. LIGHTING PANEL THK. THICKNESS
A CKT. CIRCUIT EL. ELEVATION REG. REGISTER THO. THRESHOLD
LTG. LIGHTING OH. OVERHEAD
A.C. AIR CONDITIONED @ CENTER LINE ELEC. ELECTRIC H. HIGH REIF. REINFORCING A.D. AREA DRAIN CEIL. CEILINGL.F. LINEAR FEET OL. OVERLOAD
CEILING E.T.C. ET CETERA H.B. HOSE BIBB RED. REQUIRED TOIL. TOILET
A.H.U. AIR HANDLING UNIT CL. CLOSET EQUIP. EQUIPMENT H.C. HOLLOW CORE M ONUS. OLD NORTH UTILITY SERVICE RET. RETURN TYP. TYPICAL
mm�o
IIIIIII�
IIIIIII�
d
Z
Z
°
a
3
�N
N
=
w
a�
��
o
8
Y3
Q
og
w
w
ww
w
F
S2
rn
m
�
w
ELM
al
U
W
N
CO
O!
owl
is��
LU Z
z OLU
O
L
W°Z
w
u'
a ALT. ALTERNATE C.M.U. CONCRETE MASONRY UNIT E.W.C. ELECTRIC WATER COOLER HT. HEIGHT M. MOTOR OPNG. OPENING R.G. RETURN GRILLE y
z ALUM. ALUMINUM C.O. CLEAN OUT EXH. EXHAUST N.M. HOLLOW METAL MAINT. MAINTENANCE DPP. OPPOSITE RM. ROOM V. VOLT ® WOOD (BLOCKING)
AMP., A. AMPERES COL. COLUMN EXP. JT. EXPANSION JOINT H.P. HORSE POWER MAX. MAXIMUM O.S.D. OPEN SIGHT DRAIN R.P.M. REVOLUTION/MINUTE
o V.A.T. VINYL ASEESTOS TILE
A.O. ACCESS OPENING CONC. CONCRETE EXT. EXTERIOR HR. HOUR M.D.P. MAIN DISTRIBUTION PANEL P R.P.Z. REDUCED PRESSURE ZONE VENT. VENTILATKN ® WOOD (FINISH)
APPROX. APPROXIMATELY COND. CONDENSATE EX. /EXIST. EXISTING HTG. HEATING MECH. MECHANICAL P. PAPER $ VERT. VERTICAL
m ARCH. ARCHITECTURAL CONN. CONNECTION HTR. HEATER MTL. METAL PART. PARTITION
IFS. SUPPLY VTR W tj THRJ ROOF
a A.T. ASPHALT TILE CONST. CONSTRUCTION HAV. HEATING AND VENTILATING MIN. MINIMUM PER. PERIMETER z
F.A. FIRE ALARM S.A. SUPPLY AIR
A.T.C. ACOUSTIC TILE CEILING CONT. CONTINUOUS HW. HARDWARE MISC. MISCELLANEOUS P.I.V. POST INDICATOR VALVE
A.T.F.P. ANTI -TERRORISM FORCE PROTECTION CONTR. JT. CONTRACTION JOINT F.C. FLEXIBLE CONNECTION HYD. HYDRANT IL, PL. PLATE SCH. SCHEDULE O
M.O. MASONRY OPENING
o A.W.G. AMERICAN WIRE GAGE CDR CONTRACTING OFFICERS F.D. FLOOR DRAIN PLBG. PLUMBING SECT. SECTION w
M.T. METAL THRESHOLD
A.W.W.A. AMERICAN WATER WORKS ASSOCIATION REPRESENTATIVE F.D.C. FIRE DEPARTMENT CONNECTION I PLYW'D PLYWOOD SERV. SERVICE W.
U
MTD. MOUNTED = O
o C.S.C. COLOR SYMBOL CODE F.E.C. FIRE EXTINGUISHER CABINET I.D. INSIDE DIAMETER MTG. MOUNTING PNL. PANEL SHT. SHEET W/ WITH U >
B C.T. CERAMIC TILE F.E.S. FLARED END SECTION I.E. INVERT ELEVATION M.U.T.C.D MANUAL ON UNIFORM PRESS. PRESSURE S.J. SLIP JOINT WC WAINSCOATING ¢ 0
o BAL. BALANCE C.T.B. CERAMIC TILE BASE FIN. FINISH IN. INCHES PSF POUNDS/SQUARE FOOT SPEC. SPECIFICATIONS WO. WOOD LL Z w
$ 8D. BOARD FL. FLOOR TRAFFIC CONTROL DEVICES SO. FT. SQUARE FEET C� _
C. TO C. CENTER TO CENTER INCAND. INCANDESCENT PSI POUNDS/SQUARE INCH W.D. WINDOW DIMENSION
BLDG. BUILDING C.Y. CUBIC YARD FT. FOOT,FEET INSUL. INSULATION M.V. MECHANICAL VENTILATION PSIG POUNDS/SQUARE INCH GAGE ST. STEEL WF WIDE FLANGE p c0 rn
Pi BLK. BLANK FTG. FOOTING M.G.T. MATT GLAZE TILE STA. STATION docu n°n'.� _
BM. BEAM D INT. INTERIOR PT. POINT W.G. WATER GAGE
STD. STANDARD �� t= 1 r a
DET. DETAIL INV. INVERT N PTD. FAINTED WMB. WATER MANAGEMENT BRANCH iclndr 00
STOR. STORAGE =' =t z
T BOT. BOTTOM G P.V.C. POLYVINYL CHLORIDE PIPE WP. WEATHERPROOF pats v
DIA. DIAMETER NCDENR NORTH CAROLINA DEPARTMENT STRUC. STRUCTURAL
o BRIG. BEARING GA. GAGE �: tn�r t,r O
DIFF. DIFFUSER J OF NATURAL RESOURCES 0 SUSP. SUSPENDED W.W. WATER U.
> B.T.U.H. BRITISH THERMO UNIT/HOUR GAL. GALLON SW // O/ O
pf RpNSp�gTp W.W.F. WELDED MIRE FABRIC 3 t , 2 / /
s C D.I.P. DUCTILE IRON PIPE GALV. GALVANIZED JTT. JOINT ION N.A. NOT APPLICABLE ?/J J lzoll
DIM. DIMENSION J.B. JUNCTION BOX NORTH CAROLINA
CAB. CABINET DISC. DISCONNECT G.F.E. GOVERNMENT FURNISHED N.I.C..O.T. %TTIN &C0A%jtTIDEPARTMENT QTR. QUARTER SW. SWITCH
QPL. QUALITY PRODUCTS LIST SUS. SANDHILLS UTK.ITY SERVICE y
CAP. CAPACITY D.J. DUMMY JOINT EQUIPMENT QUAN. QUANTITY SWM. STORMWATER MANAGEMENT
C/B CIRCUIT BREAKER ON. DOWN GL. GLASS K NO. NUMBER R
Ln C.D. CEILING DIFFUSER DR. DRAIN GND. GROUND
o KVA KILOVOLT AMPERE NOM. NOMINAL R.A. RETURN AIR T PLATE
o CEM. CEMENT D.S. DOWN SPOUT GOV T GOVERNMENT KW KILOWATT N.A. NOT APPLICABLE R/ PAD. RADIUS T. TOILET
CEP. CERAMIC DWG.(S) DRAWINGS) G.P.H. GALLONS/HOUR N.T.S. NOT TO SCALE RCP. REINFORCED CONCRETE PIPE TEL. TELEPHONE REFERENCE
C.F.M. CUBIC FEET/MINUTE E G.P.M. GALLONS/MINUTE L RD. ROUND TEMP. TEMPERATURE NUMBER
CIRC. CIRCULATING GR. GRILLE LB.,* POUND 0 REC'D. RECESSED �+
N C.J. CONTROL JOINT EC. EMPTY CONDUIT G.W.B. GYPSUM WALL BOARD LG. LONG O.A. OUTDOOR AIR RECIRC. RECIRCULATING G-002
s CK'D CHECKERED E.F. EXHAUST FAN GYP. GYPSUM O.C. ON CENTER SHEET 002
RECP. RECEPTACLE

lil
C
p
1
FOLIO - FOR OFFICIAL USE ONLY
PROPOSED STORM SEWER INVERT & PIPE SCHEDULE
EXISTING STORM SEWER INVERT SCHEDULE
O
INV 15' RCP
TOP= 247.7'
INV
18' RCP
N=244.5'
N & -
258.4'
O7 INV
36' RCP
S=243.3'
TOP= 263.0'
INV
30' RCP
E=244.0'
Q
INV 15' RCP
NW=259.2'
INV
8' VCP
W=244.9'
INV 18' RCP
S=259.2'
TOP=249.7'
TOP=264.0'
® INV
18' RCP
W=246.1'
O
INV 12' RCP
SW=259.0'
INV
18' RCP
S= 246.1'
INV 18' RCP
N=256.3'
INV IS' RCP
E=256.3'
TOP=257.0'
®
INV 18' RCP
W=255.1'
INV 18' RCP
E=255.0'
TOP=254.7'
INV IS' RCP
W=251.7'
O
INV 18' RCP
E=251.6'
INV 8' VCP
NW=252.3'
INV 8' VCP
NW=252.3'
TOP=250.4'
©
INV 8' VCP
W & E=248.9'
BOTTOM OF
STRUCTURE=244.9'
SHEET NOTE:
I. ALL DROP INLETS WILL BE IN ACCORDANCE W/
NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE.
ALL DROP INLETS AND MANHOLE STRUCTURES IN PAVEMENT
OR CONCRETE AREAS SHALL BE TRAFFIC BEARING PER
NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE.
2. ROOF LEADERS TIE TO CLOSED STORM DRAIN SYSTEM.
3. FFE IS ELEVATION OF RAISED FLOOR AT THE LEVEL I
AND BASEMENT.
4. REFER TO SHEET CG106 FOR ADDITIONAL GRADING
SPOT ELEVATIONS.
2 3 4 5
NV F JW C%vt�?57.G v cr FLi.Ak\ F %5 \ , 3
r p-i 5' - INSTALL CLASS I RIP RAP OUTLET PROTECTION (TYP. 2)
CG105 C-502 CONCRETE FLUME La=5', W=5',d 0.83', d=1.25'
\\ 1 \ v 50=
LJ
'•.. " � 1 C C', ,-�6T c ICI -- O ;A � -" LJ, 1 �
7 !Nv
�
L L✓iJ L'NEv-r`��5..5' lvt��
,N
lCi' dJ.� 1� , �t F t /y�N✓ PAR .' , /r ( i \ ` l'1� e
ttN[- 9. �, / 6 FOOTING DRAIN CONNECT TO
CLEANOUT #I. SEE STRUCTURAL DRAWINGS
N� ' �''�� �' F CONTINUATION AROUND BUILDING
_ ��9� � % - OR
i x \ i INV. 248.67'
s
3 GRASS SWALE #I
J �;GbNr Tnn "�° / !
co rlaxw �/ f ( ° CG105 C-518 (TYP)
.�"
N
»_
INE
f<. 0-
G105 G517 (TYP U (DI 22) RAI ,� •>
/ h (T INCH (DI 22) D ? `;
STORM CLEAN OUT \
pL� 2
4' I Cyr A A $ p lCG105 Cr518 (TYP) f SYSTEM
X ( � , � \ �� � � ROOF DRAIN COLLECTION
A7 L lNF f RO,ITH CLEANOUT (TYP)
G(
DROP INLET (TYP)
( ti - CG105 C605
-! r p� �� D N S+0 5
�1 �F� �� n N N • t� R
3 GRASS SWALE #2
6A
CG 18 (TYP)
105 C-5
=�- 251.5 1 ��ou� RETAINING WALL SEE
STRUCTURAL PLANS
� ' " ✓� j � 1 UNDERGROUND STORM WATER
NEW C4 BUILDING 251.0 . CG105 C-506 MANAGEMENT INFILTRATION TRENCH #I
ri O'
c4 d ( LEVEL I FFE=268.5 \ }
BASEMENT FFE=253.0' �� C-518
< IN A• Otlr •P56.6' rnu ?f C % )'?, (0
• n�0 N� �s `v E (SEE NOTE 3) 251.0 1 o' a % 2 STORMWATER TREATMENT
r a-27o2' r
27MV 15' RCP 2603�� `, 6' FOOTING DRAIN CONNECT TO SYSTEM (TYP. 2)
=261W 6 Pc TOWARDS &roc �6 3' a L� \ INLET #3.SEE STRUCTURAL DRAWINGS R� CG105 C-519
-26INV 6° DIP TaGARDS BL�.�,z,66Z ` ' D I FOR CONTINUATION AROUND BUILDING ��t `L \ � , �' 2 MANHOLE (TYP)
-GAS ULPICF£I d)l1MrSvA�}uY""- ul s A� - �'• 1
, !
x ; - �`�, ��� CG105 C-505
.: ns� INV. 248.67
PROJECT LIMITS/ f - ° , 3
z - LIMITS OF '' zcl
gd !jJjp 268.50 �5
DISTURBANCE - i 25 1
� 3 INSTALL CLASS A
cS 253.0 RIP RAP OUTLET
c'CONTRACTOR TO VERIFY G,_ �' . 0
CG105 C-502
EXISTING INLET IS TRAFFIC ` t''� 051 268.35 253.0 i s PROTECTION
15
rnr EX SRT!NG ING BNLETETOAFINAL GRA `( ! �.2 /v N d5o=0.33', d=0.50'
v sh \ p c� %
RETAINING WALL. SEE 2 FLARED END
\\' STRUCTURAL PLANS ��T y �-�..' ,_ ,� 60 2
3. ?� a h'` CG105 C-519 SECTION (TYP)
ruP Z56z ,.� Mv
1, 3 DROP INLET _ 4 j} r r
��,�.,,,. • .. _> 1 (I : "...-,r.,;:, _ , `_, i" _ _ ---_ l2ul` /E
CG105 C-505 TRAFFIC BEARING (TYP) � ��. �. � /r ; ( � - � y
CONTRACTOR TO VERIFYS ;1
EXISTING INLET IS TRAFFIC-
NrC. �!� ` BEARING f\
;: 3 INSTALL CLASS
PAD l 'p �1+ 8-INCH DRAIN }, }
,�, .,, . . . -r, �, ,�� C = TJ,` - i -i" I .•-�-"'""'.,. --'"x; 'i-;�= , RIP RAP OUTLET
BASIN (TYP 5)
p- CG105 C-517 \}`
�. � , . � � P.
co �w � 2�,7�3' C-502
c�, l � ' = � (( , , • ' PROTECTION
tai % r (D21, DI 7, DI 6, ?, , I Imo; t ne \ ,
i = _
}'-
- -I 25
2
# 3_ ��� La 15 W 3
vc, nrsr s Yy RETAINING WALL. SEE nn y
TqF„a. ,' n STRUCTURAL PLANS
sEb i EXISTING DI #7
9t,£34 : TOP OF WALL ELEV=256.75
69 LINEAR FEET =` ( I i r, t r r
` i
'(. lV"A r.F�', � � / a ., � e _ >, v. � - a„w , �: t� t c ;.s. '- ,... 5,,•�.
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5.SEE ARCH PLANS FOR DOWN SPOUT CONNECTION
AT DSIAND PLUMBING PLANS FOR ROOF CLEANOUT
CONTINUATION AT RCOI, RCO2, AND RC03.
( 1 F- SITE GRADING AND DRAINAGE PLAN
CG105 ICGiOS I'=40'
re,+giro= !r, • ,mwa s, s,rn+ s, , CAR p�//j�
au� 1 �:,rr ,.., , rc n,ifnri b41I'tt l�`9 ���0Iz-
`5wG//o/o3 , ; Z�/fzoiF :�� SEAL
PLAN NORTH
40 0 40 80 120
sommuSaffiffiffiffil
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US ARMY CORPS
OF ENGINEERS
SAVANNAH
1111/119
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REFERENCE
NUMBER
CG105
SHEET 031
r

IC
C
2 3 4 I 5
FOLIO FOR OFFICIAL USE ONLY
j.
GRASS SWALE *1
>
6*FOOTING DRAIN
SEE STRUCTURAL DRAWINGS (TYP)
(00
71 A STORM CLEAN OUT
ROOF DRAIN COLLECTION SYSTEM
- ---------- (TYP) 5F,-JiL�,
WITH CLEANOUT (TYP)
x
v I A
v
2 /11-\Vl-
.......... U
268.20 269.50
HP pv DROP INLET (TYP)
7
F\J
269.25
TIE TO EXISTING
GRADE (TYP)
GRASS SWALE *2
268 (TYP)
!69.40
256.90
67
RETAINING WALL (TYP.)
251.5
755.45
68.5 251.4
268.25 2
lilt
81 INLINE DRAIN
(TYP) 251.0 r UNDERGROUND STORM
WATER MANAGEMENT
INFILTRATION TRENCH *1
250.9
41-
J-1
'(0
//VV--<)5
251.0
STORMWATER TREATMENT
NEW C4 BUILDING SYSTEM (TYP.2)
250.6
LEVEL I FFE=268.5'
BASEMENT FFE=253.0'
\v
-J 251.0
V
250.4
-26 .50• MANHOLE (TYP)
6' FOOTING DRAIN
75
SEE STRUCTURAL DRAWINGS 250.20
BU
253.0
25 5
'i-v 268.50 cb 250.0 0
67-711 1
2 I. J/
8' DRAIN 15 253.0 250.80(
BASIN (TYP.) 252,8
51.7 51.7
252. '0
253.0 4:
TCP 2 HP 68.35
AA
F" fNV 01\j 251.35 1 1
-267. 1 2 i2.L
68.50 //vv 01Z
A
a H I b 1' 250 170
�q vv
5 H
,
/1
265.70 52A66A
I T
(W0 SZ24 9. O\
cn
2505
�711 TIE TO EXISTING�;e
GRADE (TYP.)
CD
65.8 It
4'
-fo U ;04q-Rr.
N V'\
)G!
[i
DROP INLET -GRADE DUMPST
r-AIJ 10 DRAIN
TRAFFIC BEARING (TYP)
EXISTING INL
7� 25250
r
249.70
(EXISTING)
M by W-'stj' �mwitpr, , I No th Caroltra 4kZ TIE TO EXISTING Jr EAL
74, quir a that the storm% i' das,�ne� S
+ ith tho -�)nfomiw, w
GRADE (TYP.) r, r,inng construciiar: cc
L)l ons; and cp.rtly(
PLAN NORTH it 5A NCA--
o D2
20 0 20 40 so/ems
";/ v -S
?
ENLARGED SITE GRADING AND DRAINAGE PLAN I I
C6106LCG106 11=20' GRAPHIC SCALE FOLIO FOR OFFICIAL USE ONLY
US ARMY CORPS
OF ENGINEERS
SAVANNAH
.40
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PLATE
REFERENCE
NUMBER
CG106
SHEET 032

1
E
3
S
L]
C
1.1
FOLIO - FOR OFFICIAL USE ONLY
FORT BRAGG SEEDING SPECIFICATION:
I. AREA WILL BE TILLED TO 4' DEPTH
2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OF 1.5 TONS PER ACRE.
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OF 20 POUNDS
PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER SLOW TIME RELEASE OR
APPLIED IN TWO APPLICATIONS, HALF AT A 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:
MIN.14 GAUGE
WIRE FENCE
PERMANENT SEEDING
COOL SEASON
SPECIES
RATE
(LB/ACRE)
I SEPT AND FEB 28
SOFT RED WINTER WHEAT (TRITICUM SPELTA). NO RYE GRASS
50
COMMON BERMUDAGRASS (CYNODON DACTYLON),HULLED
25
COMMON BERMUDAGRASS (CYNODON DACTYLON)UNHULLED
25
WARM SEASON
I MARCH AND 31 AUGUST
GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA)
50
OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
COMMON BERMUDAGRASS (CYNODON DACTYLON),HULLED
50
TEMPORARY SEEDING
COOL SEASON
SPECIES
RATE
(LB/ACRE)
I SEPT AND 28 FEB
SOFT RED WINTER WHEAT (TRITICUM SPELTA)
120
WARM SEASON
I MARCH AND 31 AUGUST
GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA)
65
OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
STRAW MULCH:
4,000 POUNDS PER ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOT
LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL
BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
HYDROSEEDING:
HYDROSEEDING SHALL ONLY BE ALLOWED ON SLOPES STEEPER THAN (HORIZONTAL TO IVERTICAL.
STEPS (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 OF THE MANUFACTURER'S RECOMMENDATION, WHICHEVER
IS HIGHER.
UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER MANAGEMENT BRANCH SHALL
BE NOTIFIED TO INSPECT THE PROJECT. POC MR. JACK WILSON AT 910-396-2301, EXTENSION 224 .
ALL DISTURBED AREAS AND PARTICULARLY GROUNDCOVER ON EXPOSED SLOPES SHALL BE STABILIZED,
SEEDED, FERTILIZED, AND MULCHED WITHIN 21 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
8' W/STANDARD
FABRIC WITH
WIRE FENCE
6' W/HIGH
STRENGTH
FABRIC WITHOUT
WIRE FENCE
N
5' LONG STEEL POST
2'-6' MIN. WIDTH
FILTER FABRIC
FILL SLOPE
io —
GROUND LINE
COMPACTED FILL (8' MIN.)
ANCHOR FILTER
►� 4� MIN' FABRIC MIN. 8" DEEP
AND KEY IT IN 4'
HORIZONTALLY
ii ii SECTION
ELEVATION
NOTES:
I. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS
OR PLOYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF ERECTED USABLE
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120' F.
2. WIRE FENCE SHALL BE MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF
6 INCHES.
3. FILTER FABRIC SHALL BE A MINIMUM OF 30" IN WIDTH AND SHALL BE
FASTENED SECURELY TO THE WIRE.
4. STEEL POSTS SHALL BE 5'-0' MIN. IN HEIGHT, 1.33 LB/LINEAR FT STEEL,
AND SHALL HAVE PROJECTIONS TO FACILITATE FASTENING TO FABRIC.
5. CONTRACTOR SHALL PERIODICALLY REMOVE ACCUMULATED SEDIMENT, AS
REQUIRED.
6. SEDIMENT MUST BE REMOVED WHERE ACCUMULATIONS REACH %Z' ABOVE
GROUND HEIGHT AT SEDIMENT FENCING.
7. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE
REPLACED IMMEDIATELY.
8. SEDIMENT FENCE TO BE REMOVED WHEN FINAL SITE STABILIZATION IS ACHIEVED
AS DETERMINED BY THE PROJECT INSPECTOR.
MAINTENANCE:
I. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
YDn000^DnO0oy
Dt /0 v v ` -� -� — ��—UU O � a
0
O o�N
ROADWAY 0 0 2'-3' WASHED STONE o w
w �
900o000 00000 0000 LLJ
0 __
00 000 00 000 r00 c w
n�flO/10n�1O/10n� X 1� N�30
PLAN
EXISTING NEW CONSTRUCTION
ROADWAY 1 50' MIN. 1
6' MIN. O Oo O Oo O 2Q-p O Oo O I
FABRIC UNDER STONE x>���j�\�f�� /\
CROSS SECTION
NOTES:
1.IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT
REMOVED BY THE CONSTRUCTION ENTRANCE, TIRES OF THE
VEHICLES MUST BE WASHED BEFORE LEAVING THE SITE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH 2-INCH 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.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE /EXIT DETAIL
CG103�501 N.T.S.
C A,
° SEAL �'•
32177
yGINE��'�Q��~
91V S fill i S�5\ \\\
all
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. NOTES:
I. CONSTRUCT THE SUBGRADE TO THE ELEVATIONS SHOWN ON
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR THE PLANS. REMOVE ALL UNSUITABLE MATERIAL AND REPLACE
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. THEM WITH STABLE MATERIALS. COMPACT THE SUBGRADE
THOROUGHLY AND SHAPE IT TO A SMOOTH, UNIFORM SURFACE.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE KEEP THE SUBGRADE MOIST AT THE TIME CONCRETE IS POURED.
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE ON FILL SLOPES, ENSURE THAT THE SOIL ADJACENT TO THE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. CHUTE FOR AT LEAST 3 FEET IS WELL -COMPACTED.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND 2. PLACE CONCRETE FOR THE FLUME TO THE THICKNESS SHOWN
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DAMAGE ov ON THE PLANS AND FINISH IT IN A WORKMAN -LIKE MANNER.
AREA HAS BEEN PROPERLY STABILIZED. 3'" A
3. FORM, REINFORCE, AND POUR TOGETHER CUTOFF WALLS,
2 SEDIMENT FENCE ? ANCHOR LUGS, AND CHANNEL LININGS.
CG102 C-501 N.T.S. A A.
CG104 4. TAKE ADEQUATE PRECAUTIONS TO PROTECT FRESHLY
11/2'
EDGE OF CONCRETE
1 SEEDING SCHEDULES 53C40
/-
C-501 C-501 N.T.S. CONCRETE PARKING SURFACE
-- 6' LONG RECYCLED PLASTIC WHEEL STOP
CENTFRFD ON PARKING SPACE
6'
•
a
a
a
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'D
D
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.
,
,
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A
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C
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(2) 5/8 'DOWEL PINS 18' LONG; 9
LOCATED PER MANUFACTURER'S
STANDARD.
RECYCLED PLASTIC WHEEL STOP
N.T.S.
FLUSH CONCRETE SIDEWALK
OR GRASS. SEE SITE PLAN
CS1
POURED CONCRETE FROM EXTREME TEMPERATURES TO
ENSURE PROPER CURING. ,.
o
5. PROVIDE TRANSVERSE (CONTRACTION) JOINTS TO CONTROL
R=2'-6' CRACKING AT APPROXIMATELY 20-FEET INTERVALS. JOINTS _
FACE OF CURB MAY BE FORMED BY USING A 1/8-INCH THICK REMOVABLE
TEMPLATE OR BY SAWING TO A DEPTH OF AT LEAST IINCH.
EDGE OF PAVEMENT
6. IN VERY LONG FLUMES, INSTALL EXPANSION JOINTS AT
TYPICAL CONCRETE FLUME DETAIL INTERVALS NOT TO EXCEED 50 FEET.
N.T.S. 7. PLACE FILTERS AND FOUNDATION DRAINS, WHEN REQUIRED,
IN THE MANNER SPECIFIED, AND PROTECT THEM FROM
CURB CONTAMINATION WHEN POURING THE CRETE FLUME.''.'t,
,,Jong'.". �,,rt?P iaf011f'8
5 5 requs < �t m designer e
8. PROPERLY STABILIZE ALL DISTURB p f `tyw
10� AFTER CONSTRUCTION. f � 1hj e
��3 . 2 Y 1P u
JrltJ //OIU�—Dats
' ry,:�-, p vision ut W3t5ta1et!!"3
MAINTENANCE:
4' INSPECT FLUMES AFTER EACH RAINFALL UNTIL ALL AREAS ADJOINING
THE FLUME ARE PERMANENTLY STABILIZED. REPAIR ALL DAMAGE
s FLUME SECTION A —A NOTED IN INSPECTIONS IMMEDIATELY. AFTER THE SLOPES ARE
CS101 G-501 N.T.S. STABILIZED, FLUMES NEED ONLY PERIODIC INSPECTION, AND
CS101A INSPECTION AFTER MAJOR STORM EVENTS.
FOLIO - FOR OFFICIAL USE ONLY
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
C-501
`SHEET 039
V
V
V
,

FOLIO - FOR OFFICIAL USE ONLY
1 I 2 ) 3
4
5
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0
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C -H USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
N Z
9 co O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
r" o O O ACCORDANCE WITH AASHTO M199.
O -(
ll. Z -4 = > ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
= O D D -1 FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
z 9 WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
Z =r -o O T THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
O O H-� OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
-4 ZD LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
D D BOTTOM SLAB.
fA ~ V THE MIN. SLAB THICKNESS 'T' IS THE DIMENSIN OF THE
O THINNEST PORTION OF THE TOP/BOTTOM SLAB.
z
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
m'D' + 2 'W'
m
co) MIN. ADDITIONAL
#4 REBA
co)
CLR. ri
m
Z "
G) .T1 I 1MIN. USE MIN. AREA OF STEEL IN TOP
r- CLR. SLAB OF #4'S @ 8" CTS.
Z H EACHWAY/EACH FACE *.
ro C = FLAT TOP SLAB
o'
°
I
1" MIN.
CLR.(TYP)
.`o
0
o
4x4 W4xW4
WWF (LAP
.o
WWF 6" ON-
TO FABRIC)
o
GENERAL NOTES: z
oy
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: y
6"
°
61,
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
840.35, 840.36 AND 840.41.
Q a
z F- _ '
„
1 MIN.
CLR. (TYP)
*
INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE
►• o V
LL O �--�
SECTION VIEWS
WITH NCDOT STANDARD SPECIFICATION SECTION 840.
-1
00�=z
*
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
OC
OPTIONAL
JOINT DETAILS
*
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185
F V <O�
WELDED WIRE FABRIC (WWF).
I.-Z
#5 REBARS @ 12"
*
LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0".
_
W
coC O
CENTERS (HORIZ.
*
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
Q
& VERT.)
1926.704.
O O 2
(USE WITH
*
ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED
Z H
4' X 4' & LARGER
UNLESS ALLOWED BY DETAIL IN PLANS.
�H>•4
DRAINAGE STRUCTURES
*
PRECAST ALL ELEMENTS TO MEET ASTM C913.
,
IlJ
TYPICAL) - 'L' BARS WITH
*
FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
V-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
MIN.
MIN.
THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
'
STANDARD SPECIFICATIONS.
#4 REBARSA
a
* LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
#4 REBARS @
;s
6" CENTER
c0
TO 6'-0" X 6'-0".
lEACHEWAYRS
-°EACH
WAY
r
* THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
LL
a
W
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVERLOCATED
Ci
0
IN
CENTER THIRD
TYPICAL PRECAST
IS GREATER.
*
Z
IW
OF WALL
ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
rzH
RISER SECTION
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
3
d
DWG. 840.34 FOR MANHOLE INSTALLATION.
CC
O Z
PRECAST RISER PLANa Mco)
2 #5 BARS EACH SIDE 0 a W
OF OPENING FULL SPAN _ H 6" L' 6" Z {:l
co
1" MIN. CLEAR iO MIN. MIN. H m a
cn =
- 'L' OR 'W' + 2 WALLS 1" MIN. CLR. = N I"I
STEPS 2i �' •p. N {L,
1 - #4 REBARS m 4x4 W4xw4 ° c '•o• • •-o• • CJ7 G
r 3 x s 6 CENTERS a• WWF (LAP WWF m v' p' •:: �' V z a
6" ONTO FABRIC) ° 0.o '•''o'' . •o '•''p','. 0'.o W
2 #5 BARS @
_ _ _ _ _ - -I OPENING 1" #5 REBARS 12"
CLEAR (SEE NOTES) CENTERS ° 0• `p" . 0 `o" . �• .• '
V' V•'
LOCATE OPENING z p v
AS REQUIRED TYPICAL SECTION p.
61, (SEE NOTES) 6„ TOP SLAB TYPICAL SECTION �D 2 • O SHEET 1 OF 1
MIN. PLAN TOP SLAB MIN_ OF BASE UNIT ISOMETRIC 1840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
N.T.S.
r
In
m
a
=
ADDITIONAL #4 EACH
C
v
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE
37
PLACE BARS DIAGNAL
DO
tl1
v
TO CORNERS (TYP.)
ALTERNATE CONE SECTION
D W T As Z
O O
N
INTEflNAL MIN. MIN. MIN. CIRCUMFERENTIAL !- Q
DIAMETER WALL TOP/BOTTOM AREA OF STEEL ¢
(FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. o-Z•a ¢ U
(IN.) (IN.) (SO. IN.) O O = Z
cc W Qz U-3
4 4 6 0.12
5 5 8 0.15 F-=~zW
6 8 6 0.18 OZOa
2
F- >
zW o
GRADE RING o
o a. MIN. AREA OF STEEL
IS 0.07 in.2
ECCENTRIC GONE 'D W
6" MAX. SPACING W
LOCATE WALL REINFORCEMENT a: OF CIRCUM. R/F 71
IN MIDDLE THIRD OF WALL v
ADDITIONAL #4 EACH
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE)
o _
~ Z - - FRAME & GNAT
m v N
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840.52
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840.28
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1
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IN BASE SLAB OF
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GENERAL NOTES:
Q�
2" WEEP HOLES
CLASS "B" CONCRETE TO BE USED THROUGHOUT
H >-
Y�� 3"
i
3r
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
a
IF
#4 BAR DOWELS AT 12" CENTER, AS DIRECTED BY ENGINEER.
z 2 V
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TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE ENGINEER.
LLO JO a = Z
it
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
O
X
ITORBASEOASESHOWNCONTE PIPE SET IN840.00. BASE BLAB OF BOX,
Lu LL
Q U R O o
ADDSTANDARDS
I—= ~ Z
A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE
CO
CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT EACH
WEEP ROLE.
O a
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O BE PROVIDED WITH
ILETS OVER 3'-6"ISHALLTBE TIN
Z
STEPSLV-2" ONN CENTERS. STEPS ACCORDANCE WITH
CL
STD. 840.66.
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LU
10-318 DIA. WELDED STUD
Y ' ANCHORS 8" LONG (4" + 4" 1
PLAN ANCHORS PIGGYBACK - 8") PLAN
WITH GRATE & FRAME REMOVED SHOWING POSITION OF BOLTS
4'-Orr
3'-0"
3"Sr, 3" 3rr
-I F
? STD. 840.18 FRAME
- �- & GRATE a+
8„ A e,r
I
m� I
rc SEE NOTE SECTION X - X DOWEL
DIMENSIONS AND QUANTITIES FOR DROP INLET
DIMENSIONS
OF BOX & PIPE
CUBIC YARDS
IN BOX
..�....DEDUCTIONS
ro,041m`
FOR
ONE PIPE
PIPE
SPAN
WIDTH
MEIOHT
D
A
B
H
FLOOR &
COPING
WALL /
FT. H
CU. YOS.
MIN. H
C.M.
R.C.
12"
3'-0"
2'.0"
2'-8"
0.282
0.222
0.855
0.015
0.024
15"
3`-0"
0.929
0.023
0.036
18"
3`-b"
1.021
0.033
0.049
24"
4'-0"
1.151
0.059
0.086
30"
3'-0"
2'-0"
4'-3"
0.262
0.222
1 1.207
0.092
0.127
15'
OUTLET
PIPE
PLASTIC WALL
ANCHOR
(6 PLACES) -
#4 BAR
DIA. X S" LG. WELDED iv
PIGGYBACK STUD ANCHORS
DOWEL
DIMENSIONS FOR CHANNELS
CHANNELS
NO. SIZE LENGTH TOTAL L-F.
2
3"X4.1#
4'•0"
8'-0"
2
1 3"X4.1#
�3-1 CONCRETE DROP INLET
N.T.S.
OVERFLOW
ORIFICES -i
24'.
%N HOLES
r.
23'
O 0
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Y4' HOLES
ALUMINUM FLAT WASHER
(6 PLACES)
1.75 INx .25 IN
STAINLESS STEEL SCREW
(6 PLACES)
(J
DETAIL BASED ON PRODUCT BY ACF ENVIRONMENTAL.
ANY EQUIVALENT PRODUCT IS ACCEPTABLE
NOTE:
INSTALL TRASHGUARD OR EQUAL OVER STORM DRAIN OUTLET
PIPE TO STORMWATER MANAGEMENT INFILTRATION TRENCH #1
AT INLETS #30,#40, #50 AND #61.
23" TRASH GUARD DETAIL
(STANDARD DETAIL FOR FLAT-BOTTON CATCH BASINS)
C-505 N.T.S.
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PLATE
REFERENCE
NUMBER
C-505
SHEET 043

6
2
3
4 I 5
MODULE DATA (TRIPLE)
0
FOUO - FOR OFFICIAL USE ONLY
27"
PLAN VIEW
971
Ln
SIDE VIEW
MODULAR TANK UNITS
SCALE: N.T.S.
MAINTENANCE PORT
THIS PORT IS USED TO PUMP WATER
INTO THE SYSTEM AND RE -SUSPEND
ACCUMULATED SEDIMENT SO THAT IT
MAY BE PUMPED OUT.FLUSH AS NEEDED.
OBSERVATION WELL
PVC PIPE WITH PERFORATIONS USED
TO VISUALLY MONITOR THE SYSTEM,
CHECKING TO MEASURE ACCUMULATED
SEDIMENT AND ENSURE WATER IS EXITING
THE SYSTEM PROPERLY.
SYSTEM MAINTENANCE
THE DRAINAGE AREA OF THE INFILTRATION
TRENCH WILL BE CAREFULLY MANAGED TO
REDUCE THE SEDIMENT LOAD TO THE SAND
FILTER.
THE WATER LEVEL IN THE MAINTENANCE
PORT/ OBSERVATION WELL WILL BE
RECORDED ONCE A MONTH AND AFTER
EVERY STORM EVENT GREATER THAN
1.0 INCHES (OR 1.5 INCHES IF IN A
COASTAL COUNTY).
THE INFILTRATION TRENCH WILL BE
INSPECTED ONCE A QUARTER AND
WITHIN 24 HOURS AFTER EVERY STORM
EVENT GREATER THAN 1.0 INCHES (OR
1.5 INCHES IF IN A COASTAL COUNTY.
RECORDS OF OPERATION AND MAINTENANCE
WILL BE KEPT IN A KNOWN SET LOCATION
AND WILL BE AVAILABLE UPON REQUEST.
16'
in
Lo
FRONT VIEW
DIMENSIONS SHOWN
ARE NOMINAL, REFER
TO MODULE DATA
WATER QUALITY DRAINAGE AREA=1.95 ACRES TO TRENCH #1
VOLUME REQUIRED = 4,750 FT3 0.54 ACRES BYPASS TRENCH #1
VOLUME PROVIDED = 6,991 FT3 a ELEV. 246.65'
WATER QUALITY VOLUME OF STORAGE FOR 85% TSS REMOVAL
BASED ON I' STORM EVENT.
TSS=TOTAL SUSPENDED SOLIDS
WATER QUANTITY
POST -DEVELOPMENT
ROUTED BYPASS
DESIGN
PRE -DEVELOPMENT
FLOW RATE
WATER SURFACE
+ TRENCH
STORM (YR)
FLOW RATE (CFS)
OUT OF TRENCH (CFS)
ELEVATION (FT)
OUTFLOW (CFS)
1
1.75
0.00
246.33
0.15
2
2.65
0.16
246.82
0.29
10
6.30
3.26
247.65
3.79
25
8.30
5.66
248.03
6.61
50
9.74
7.19
248.25
8.54
100
11.84
9.06
248.53
10.94
6'-10' NOTCHES CUT IN
SHADED AREAS
PIPE NOTCHING PATTERN
12' DIA. PVC 24' FRAME AND
MAINTENANCE COVER
BACKFILL COMPACTED PORT REINFORCED
TO 95% MODIFIED CONCRETE COLLAR
PROCTOR DENSITY � WHERE REQUIREDPAVED
GEOGRID
24' TYP. 4 TENSAR TRIAX
18' MIN. �TX160 (OR EQUAL)
NOTE:
CONTRACTOR SHALL ADHERE TO MANUFACTURE'S COVER
REQUIREMENTS SPECIFICALLY DURING INSTALLATION AND
BACKFILL OPERATIONS. COVER REQUIREMENTS VARY DEPENDING
ON TYPE OF PARKING LOT SURFACE MATERIAL.
NON -CORROSIVE HOSE
12' CLAMP
�GEOTEXTILE
1\V 1 Vl l UV 1 1 VIVI VI 1 11 G
PLASTIC, SLATE SEE PIPE NOTCHING PATTERN
OR EQUIVALENT DETAIL THIS SHEET
2 MAINTENANCE PORT
C-518 C-506 N.T.S.
WOVEN GEOTEXTILE
PROPEX GEOTEX
IIIF (OR EQUAL)
OVER STONE
DROP INLET
DRAINING INTO
RAINTANKTM
SYSTEM
END VIEW OF PIPE/FABRIC
CONNECTION. CUT AN 'X' IN
THE FABRIC SLIGHTLY LARGER
THAN PIPE, PULL THE FABRIC
AROUND THE PIPE TO CREATE
THE 'BOOT' AND THEN SECURE
WITH A HOSE -CLAMP.
'X' CUT IN THE FABRIC TO
ALLOW PIPE/TANK INTERFACE
INLET/OUTLET
PIPE
FABRIC
BACKFILL COMPACTED
TO 95% MODIFIED
PROCTOR DENSITY -
UTILITY MARKERS
AT CORNERS (TYP.) -
15' RCP INLET '
PIPE (TYP) -
TRIPLE MODULE RAINTANKTM
UNITS WRAPPED IN WOVEN
GEOTEXTILE PROPEX GEOTEX IIIF
(OR EQUAL)
LOAD RATING: 34 PSI (MODULE
ONLY)
H-20 (WITH ACF EVIRONMENTAL
COVER SYSTEM)
GEOMETRY: LOAD RATING: 34 PSI, (MODULE ONLY)
LENGTH = 26.97 IN. (685 MM) H-20, (WITH ACF
WIDTH = 16.06 IN. (408 MM) ENVIRONMENTAL COVER
HEIGHT = 51.57 IN. (1310 MM) SYSTEM)
STORAGE VOLUME = 12.28 CF
(348 L) MATERIAL: 85% RECYCLED
VOID INTERNAL VOLUME: 95% POLYPROPYLENE
VOID SURFACE AREA: 90%
NUMBER: 2961 SINGLE UNITS=
987 TRIPLE UNITS
TOTAL STORAGE VOLUME PROVIDED= 12,560 CF
(INCLUDES VOID VOLUME FOR 4' #57 STONE)
TANK INLET / OUTLET
GEOGRID TENSAR
TRIAX TX160 (OR EQUAL)
PAVED
SURFACE 36° MIN
(V �
J
NON -CORROSIVE HOSE
CLAMP OR TAPE USED
TO FASTEN LINER TO
PIPES TO PREVENT
BACKFILL FROM
ENTERING STRUCTURE
GEOTEXTILE
FABRIC OVER
RAINTANKTM
IC A RO �f�i
Q SEAL r•
2177
S\\
=248.63'
OM
=244.33'
BOTTOM OF STONE
11=III=III-III=III=III=11=244.0'
� I III III -III III -III III -III III I I -III- I -III -I III III -III -III III -III III I �
- I 1I1=1I I -I 11=1I I I_I I IHEI I lEi III I I -III I I I_I I III III -III -III -I I I_I11=1I I -III- BOTTOM OF SAND
I III III-IIIIII -I III -III III -III 111 1-111-I':El II_III III-III-III=III=III-L=243.67
I I -I 11=1 11=1 11=1 I I I-III-J I-1 11=1 1=1 I I I=1_I 1=1 11=1 11=1 11=1 11=1 11=1 1=1 1I-
I-I I I -I I I -I I I- I I-111-III-111-I 11 111-I 1--111-111-11 I-111-111-111-111-11
;III=IIL,; III=11,;,III=11I; III=III-11 ,III=11=111w111 ;III-111,;,111-111,;,111-111 ,,111- SHWT (SEASONAL HIGH
EXCAVATION WATER TABLE)
LINE
I' MIN. UNDISTURBED SANDY SOIL FREE DRAINING AWr,, -,i J .,'.a ,eno
IN -SITU SOIL FREE OF CLAY SUITABLE g�sy h.�°��a a
STRUCTURAL BACKFILL , es rer( ,w =ystam designee
4' MIN CLEAN SAND UNLESS COMPACTED TO 95% MODIFIEk�ansen so ,.nu` e`t.yc yin °Wtht withth
THE NATIVE SOIL IS EQUILIVANT PROCTOR DENSITY ' a oni;;
' r�'f- �SWG�to d3 ease ?�- !/2�QL1
(1-2% FINES OR LESS) 4' #57 STONE °Y ��/ z,vlsi°nu;'VUa+eriavOly
It
SCHEMATIC SECTION - H2 OADS
SCALE: N.T.S.
UNDERGROUND STORMWATER
MANAGEMENT INFILTRATION TRENCH #1
CG105 112-506 N.T.S.
NOTE: DETAILS BASED ON
ATLANTIS RAINTANK PRODUCT
BY ACF ENVIRONMENTAL. ANY
EQUIVALENT SYSTEM IS
ACCEPTABLE
FOLIO - FOR OFFICIAL USE ONLY
US ARMY CORPS
OF ENGINEERS
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REFERENCE
NUMBER
C-506
`SHEET 044
o

1
FOUO - FOR OFFICIAL USE ONLY
2
3
4
5
A
C
NEW C4 BUILDING
STORMWATER TREATMENT
SYSTEM (USED FOR
PRETREATMENT)SEE
GRADING PLAN
0
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117321-09
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•
• i
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PLAN NORTH
G?,4PWIC SCALE
-_-
GRASS SWALE #I TO INLET (TYP)
(USED FOR PRETREATMENT)
SEE GRADING PLAN
4 CONTRACTOR TO INSTALL
C-518 C-505 OVER STORM DRAIN OUT[
6' WATER LINE
BY ONUS
STORM DRAIN PIPE (TYP.)
(SEE GRADING PLAN)
GRASS SWALE #2 TO INLET (TYP)
(USED FOR PRETREATMENT)
SEE GRADING PLAN
CONCRETE PAD, 2'-0'+
x 6' THICK W/ 2 -
*3 HOOPS (TYP)
I' a FIN GRADE,
FLUSH a FIN CONC
450 BEND
REFER TO CG105 FOR 450 BEND
SIZE AND LOCATION---,
IRON BODY FERRULE W/
BRASS SCREW PLUG
SLOPE CONC. 1/2'
D 2 STORM CLEAN OUT
.4) CG105 C-518 N.T.S.
VARIES
CONTRACTOR TO INSTALL
CONSTRUCTION SPECIFICATIONS:
3' GAS LINE
ELECTRIC SERVICE BY SANDHILLS
TO MAXIMIZE THE INFILTRATION CAPACITY OF THE SWALE,
UTILITY SERVICE (SUS) TYP.
COMPACTION OF THE SOIL UNDERLAYING THE SWALE
SHALL BE AVOIDED.
TOP OF TRENCH
BEFORE VEGETATION IS ESTABLISHED IN A SWALE, THE
UNDERGROUND STORM WATER
SWALE IS PARTICULARLY VULNERABLE TO SCOUR AND EROSION.
MANAGEMENT INFILTRATION TRENCH #1
THEREFORE, PROTECTING THE SEEDBED WITH A TEMPORARY
6" DIA. SOLID
EXCAVATION AND STONE BEDDING SURFACE
EROSION -RESISTANT LINING IS NECESSARY.
PVC PIPE
AREA=110'x32'
RAINTANK UNITS BOTTOM SURFACE
SWALES SHALL BE CONSTRUCTED AND VEGETATED EARLY
AREA=106'x28'
IN THE CONSTRUCTION SCHEDULE, PREFERABLY BEFORE
AREA GRADING AND PAVING INCREASE THE RUNOFF RATE.
TEMPORARY EROSION - RESISTANT CHANNEL LININGS
SHALL BE USED TO STABILIZE THE SWALE UNTIL THE
VEGETATION BECOMES ESTABLISHED.
4 6' DIA OBSERVATION
C-518
C-518 WELL (TYP. 1)
MAINTENANCE:
6" DIA.
MAINTENANCE OF GRASSED SWALES INVOLVE GROOMING THE
PERFORATED
VEGETATION AND OCCASIONALLY REMOVING TRASH. IF NATIVE
PVC PIPE J
VEGETATION IS USED INSTEAD OF TURF, VEGETATION HAS TO
BE MOWED TO RELOAD THE GROWTH OF WOODY VEGETATION.
ROUTINE MOWING IS REQUIRED IF TURF GRASSES ARE USED.
GRASS SHALL BE CUT NO LOWER THAN 5 INCHES. SEDIMENT
SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 4' OR
WHEN IT COVERS THE GRASS.
THE DRAINAGE AREA OF THE GRASSED SWALE SHALL BE
CAREFULLY MANAGED TO REDUCE THE SEDIMENT LOAD
TO THE GRASSED SWALE. THE GRASSED SWALE WILL BE
INSPECTED ONCE A QUARTER. AFTER THE FIRST- TIME
NON-CORROSVE
1 ENLARGED STORM WATER MANAGEMENT PLAN
C-518 I'=20'
IRON BODY FERRULE
W/BRASS SCREW PLUG
IN CONCRETE PAD (SEE
STORM CLEAN OUT DETAIL
THIS SHEET FOR CONCRETE
PAD REINFORCEMENT AND
DIMENSIONS)
NON -CORROSIVE HOSE
CLAMP
.Q� SEAL 9.
217�
FERTILIZATION TO ESTABLISH THE GRASS IN THE SWALE, SOLID PLATE ;' ixa;
PLASTIC. SLATE rtywnhtP
FERTILIZER WILL NOT BE APPLIED TO THE GRASSED SWALE.
OR EQUIVALENT u,;t
:57
n 'wat."ScwAvi
3 GRASS SWALE (#1 &
CG105 C-518 N.T.S.
DETAIL
OBSERVATION WELL
C-51`8 C-518 N.T.S.
v
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US ARMY CORPS
OF ENGINEERS
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PLATE
REFERENCE
NUMBER
C-518
`SHEET 056

FOLIO - FOR OFFICIAL USE ONLY
1 1 2 1 3
E
0
C
L'
ALUMINUM SWIRL
CHAMBER —\
10'-0'
SEALANT
-EXTRUDED BUNA N SEAL
6' CONCRETE TYP
< ' 1'-10' 1'-6' 2'-0'
OUTLET VARIES,
SEE NOTE 9
A A
`$0e `` I � •j � ORIFICE <o
INLET VARIES, SEE NOTES 8 & 9. 4
INLET PIPE MUST BE A CORNER INLET
TO INTRODUCE FLOW TANGENTIALLY SEALANT BAFFLE WALL FLOW CONTROL WALL
TO THE SWIRL CHAMBER.
PLAN VIEW B - B
CONCRETE REINFORCED RIM ELEVATIONS TO
FOR HS20 LOADING MATCH FINISHED GRADE
4' RISERS BY OTHERS
TOP AND SIDES
SEALED TO
B VAULT B
w
BUTYL WEIR 3
AND
RUBBERZO 4
11 >_ SEALANT ORIFICE �_
LO PLATES EE
INLET INVERT OUTLET INVERT
C <
ii
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M H ti II t M
II MH
II
4
o�ppQ oO�oO MINIMUM Opoo a'oQ �Oa� �uQ pp op OoQ o��p Ou�oQOo Oo�oOoo OoQ 00Q0 Or,�pOo� OoQ pOao OeO ppoo Oo
6
COMPACTED
GRAVEL
SECTION A - A
NOTES:
I. STORMWATER TREATMENT SYSTEM (SWTS)SHALL HAVE: 7. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE
PEAK TREATMENT CAPACITY:2.8 CFS ACCESS
SEDIMENT STORAGE:1.2 CU YD
SEDIMENT CHAMBER DIA: 4' MIN 8. INLET PIPE MUST BE PERPENDICULAR TO THE STRUCTURE
2. SWTS SHALL BE CONTAINED IN ONE RECTANGULAR STRUCTURE 9. PIPE ORIENTATION MAY VARY; SEE SITE PLAN FOR SIZE AND LOCATION
3. SWTS REMOVAL EFFICIENCY SHALL BE DOCUMENTED BASED ON PARTICLE 10.PURCHASER SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF UNIT
SIZE
II. MANHOLE FRAMES AND PERFORATED COVERS SUPPLIED WITH SYSTEM, NOT
4. SWTS SHALL RETAIN FLOATABLES AND TRAPPED SEDIMENT UP TO AND INSTALLED
INCLUDING PEAK TREATMENT CAPACITY
12. PURCHASER TO PREPARE EXCAVATION AND PROVIDE CRANE FOR OFF-LOADING
5. SWTS INVERTS IN AND OUT ARE TYPICALLY AT THE SAME ELEVATION AND SETTING AT TIME OF DELIVERY
6. SWTS SHALL NOT BE COMPROMISED BY EFFECTS OF DOWNSTREAM 13.VORTECHS SYSTEMS BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR
TAILWATER [phone]; SCARBOROUGH, ME [phone]; LINTHICUM, MD [phone].
NOTE: DETAILS BASED ON PRODUCT BY VORTECHS SYSTEMS.
ANY EQUIVALENT PRODUCT IS ACCEPTABLE.
STORMWATER TREATMENT SYSTEM
N.T.S.
9
SPIGOT END ON INLET END SECTIONS
HUB END ON OUTLET END SECTIONS
A A
�- - --- /--- E�
PLAN
BAR OR STEEL FABRIC
REINFORCING
SECTION A -A
END SECTION DIMENSIONS
DIA
A
B
C
D
E
12'
4'
2'-0'
2'-0'
4'-04
2'-0'
15'
6'
2'-3'
1'-9'
4'-0'
2'-6'
18,
9'
2'-3'
1'-9'
4'-0'
3'-0'
24'
9 1/2'
3'-7'
2'-6'
6'-I'
4'-0'
30'
1'-0'
4'-6'
1'-7 3/4'
6'-13/4'
5'-0'
36'
1'-3'
5'-3'
2'-10 3/4'
8'-13/4'
6'-0'
42'
1'-94
5'-3'
2'-111
8'-2'
6'-6'
48'
2'-C'
6'-0'
2'-2'
8'-2'
7'-0'
54'
2'-3'1
5'-5'
2'-9 1/4'
8'-2 1/4'
7'-6'
60'
2'-11'1
5'-0'1
3'-3'
1 8'-3'1
8'-0'
2 ) FLARED END SECTION DETAIL
T519 N.T.S.
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