HomeMy WebLinkAboutSW6111205_APPROVED PLANS_20120221STORMWATER DIVISION CODING SHEET
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APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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DESIGNED BY:
DATE:
U. S. ARMY ENGINEER DISTRICT
23 sEPT>=MBAR zo11
DWN BY: CKD BY:
SOLICITATION NO.:
CORPS OF ENGINEERS
w912HN-11 B-0003
SAVANNAH DISTRICT
SUBMITTED BY:
CONTRACT NO.:
W912HN-11-C Od13
FILE NAME:
CATEGORY CODE:
$$FILE NAME$$
141-85 14
SIZE: D PLOT SCALE:
PLOT DATE.
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FORT BRAGG, NORTH CAROLINA
c..-`OVER SHEET
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BARRACKS COMPLEX, 3RD BRIGADE, PHASE 3 & 4 1
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SOIL TEST BORING
LOCATION PLAN
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DESIGNED BY:
DATE:
U, S. ARMY ENGINEER DISTRICT
23 SEPTEMBER 2011
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CORPS OF ENGINEERS
DWN BY: CKD BY:
SOLICITATION NO.:
--
SAVANNAH DISTRICT
---
SUBMITTED BY:
W912HN 11-B-0003
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CONTRACT NO.:
--
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W912HN-11-C-0013
FILE NAME:
CATEGORY CODE:
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$$FILE NAME$$
141-85-14
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SYMBOL
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INDEX OF DRAWINGS
5
PLATE NO.
SHEET NO.
DGN FILE
TITLE
PLATE NO.
SHEET NO.
DGN FILE
TITLE
B-339
58
b6wb-339td
LABORATORY SOIL TEST DATA
40
59
b6wb-340td
NEW AND HISTORICAL LABORATORY SOIL TEST DATA _
VOLUME 1
B-34
59A
b6wb-340atd
HISTORICAL LABORATORY SOIL TEST DATA
B-340B
596
b6wb-340btd
HISTORICAL LABORATORY SOIL TEST DATA
G-001
1
b6w -001cs
COVER SHEET - VOLUME 1
G-002
2
b6w -002ix
INDEX OF DRAWINGS
H-101
b6wh-101
BUILDING C-8246 - ASBESTOS SAMPLE LOCATIONS
G-003
3
b6w -003ix
INDEX OF DRAWINGS
H-102
590
b6wh-102
BUILDING C-8246 - ASBESTOS SAMPLE LOCATIONS
4
4
b6w -004ix
INDEX OF DRAWINGS
H-103
59E
b6wh-103
BUILDING C-8344 - ASBESTOS SAMPLE LOCATIONS _
G-005
5
b6w -005ix
INDEX OF DRAWINGS
H-104
59F
h-104
BUILDING C-8442 - ASBESTOS SAMPLE LOCATIONS
G1001
b6w i001
LOCATION PLAN
H-105
59G
b6w 05
BUILDING C-8448 - ASBESTOS SAMPLE LOCATIONS _
G1002
7
2
LEGENDS
H-106
59H
b6wh-lN
BUILDING C-8541 - ASBESTOS SAMPLE LOCATIONS
G1003
8
b6w i003 ffirftftERAL
NOTES
H-107
591
b6wh-107
UILDING C-8548 - ASBESTOS SAMPLE LOCATIONS
G1003A
8A
b6w i003a
GENE ES
H-108
59J
b6wh-108
B ING C-8640 - ASBESTOS SAMPLE LOCATIONS
H-109
59K
b6wh-109
BUILD C-8750 - ASBESTOS SAMPLE LOCATIONS
VF100
9
b6wvf100
OVERALL EXISTING TOPO
H-110
59L
b6wh-110
BUILDING 948 - ASBESTOS SAMPLE LOCATIONS Ile_
VF101
10
b6wvf 10 1 tp
EXISTING TOPOGRAPHY P
H-111
59M
b6wh-111
BUILDING C-9 - ASBESTOS SAMPLE LOCATIONS
VF102
11
b6wvf I 02tp
EXISTING TOPO PLAN B
_
VF103
12
b6wvf103t
EXIS OGRAPHY PLAN C
C-101
60
b6wc-101k
OVERALL PHASING A EY PLAN
VF104
13
b6wvf104
STING TOPOGRAPHY PLAN D
C-101A
60A
b6wc-101a
OVERALL SITE PLAN PHA -
SECTION SYMBOLS
VF105
14
5t
EXISTING TOPOGRAPHY PLAN E
C-101B
60B
b6wc-101b
OVERALL SITE PLAN PHASE 2
VF106
b6wvf106t
EXISTING TOPOGRAPHY PLAN F
C-101C
60C
b6wc-101c
OVERALL SITE PLAN PHASE 3
VIEW
VF107
16
b6wvflO7tp
EXISTING TOPOGRAPHY PLAN G
C-101D
60D
b6wc-101d
OVERALL SITE PLAN PHASE 4
SECTION
SECTION OR DETAIL i-
3 IDENTIFICATION NUMBER
3
VIEW I A4 AS SECTIONORNUMBER AILISDWHICH Aa AS
SECTION SECTION OR DETAIL IS DRAWN
SECTION OR DPLATE E AI WHICH
CONDITION IS TAKEN
08
17
b6wvflO8tp
EXISTING TOPOGRAPHY PLAN H
C-102
61
b6wc-102tf 1
TEMPORARY FENCING P - PHASE 1 &
C-103
62
b6wc-103tf 2
TEMPORARY FENCIN LAN -PHASE 3 & 4
B-101
18
b6wb-101 b1 a
SOIL TEST BORING LOCATION PLAN
CD 100
63
b6wcd100d
REMOVAL PHAS1 EY PLAN _
B-301
B-302
21
b6wb-3021b
AND N
HARTS
SOIL TEST BORING LOGS
CD101
64
b6wcd101s
STRUCTURE VEGETATIVE REMOVAL PLAN A
CD102
65
b6wcd102s
STRUCTU AND VEGETATIVE REMOVAL PLAN B
CD103
66
b6wcdlO3sp
STRU RE AND VEGETATIVE REMOVAL PLAN C
B-303
22
b6wb-3031b
SOIL TEST BORING LOGS
CD104
67
b6wcdlO4sp
SIROCTURE AND VEGETATIVE REMOVEL PLAN D
B-304
23
b6wb-3041b
SOIL TEST BORING LOGS
CD105
68
b6wcdlO5sp
oo0§TRUCTURE AND VEGETATIVE REMOVAL PLAN E
SYMBOL WHERE SECTION IS TAKEN
s
SECTION/DETAIL Aa A8
TITLE WHERE SECTION IS DRAWN
A IDENTIFICATION LETTER WHERE
A4 AS ELEVATION 15 TAKEN
A TITLE WHERE
ELEVATION Aa AS ELEVATION IS SHOWN
ELEVATION SYMBOL
B-305
24
b6wb-3051b
SOIL TEST BORING LOGS
CD106
69
b6wcd I 06K
STRUCTURE AND VEGETATIVE REMOVAL PLAN F
B-306
25
b6wb-3061b
SOIL TEST BORING LOGS
CD107
70
b6wcOo67sp
STRUCTURE AND VEGETATIVE REMOVAL PLAN G
B-307
26
b6wb-3071b
SOIL TEST BORING LOGS
CD108
71
cd 1 08sp
STRUCTURE AND VEGETATIVE REMOVAL PLAN H
B-308
27
b6wb-3081b
SOIL TEST BORING LOGS
CD109
72
Oob6wcd109s
UTILITY REMOVAL PLAN A
B-309
28
b6wb-3091b
SOIL TEST BORING LOGS
CD110
73
b6wcdllOsp
UTILITY REMOVAL PLAN B
B-310
29
b6wb-3101b
SOIL TEST BORING LOGS
CD111
b6wcd111s
UTILITY REMOVAL PLAN C
B-311
30
b6wb-3111b
SOIL TEST BORING LOGS
CD112
75
b6wcdll2sp
UTILITY REMOVAL PLAN D
B-312
31
b6wb-3121b
SOIL TEST BORING LOGS
CD113 oje
76
b6wcdll 3sp
UTILITY REMOVAL PLAN E
B-313
32
b6wb-313Ib
SOIL TEST BORING LOGS
CDIA<
77
b6wcdll4sp
UTILITY REMOVAL PLAN F
B-314
33
b6wb-3141b
SOIL TEST BORING LOGS
115
78
b6wcd115s
UTILITY REMOVAL PLAN G
B-314A
33A
b6wb-314alb
SOIL TEST BORING LOGS
CD116
79
6wcd 11 6sp
UTILITY REMOVAL PLAN H
B-314B
33B
b6wb-314bib
SOIL TEST BORING LOGS
CS100
80
b6wcs100
OVERALL SITE LAYOUT PLAN
B-315
34
b6wb-3151b
SOIL TEST BORING LOGS
CS101
81
b6wcs101 s
SITE LAYOUT PLAN A
B-316
35
b6wb-3161b
_
SOIL TEST BORING LOGS
CS102
82
b6wcs102s
SITE LAYOUT PLAN B
B-317
36
b6wb-3171b
SOIL TEST BORING LOGS
CS103
83
b6wcslO3sp
SITE LAYOUT PLAN C
B-318
37
b6wb-3181b
SOIL TEST BORING LOGS
CS104
84
b6wcs1045
SITE LAYOUT PLAN D v
B-319
38
b6wb-3191b
SOIL TEST BORING LOGS
CS105
85
b6wcslO5sp
SITE LAYOUT PLAN E
B-320
39
b6wb-3201b
SOIL TEST BORING LOGS
CS106
86 ; b6wcsl 06sp
SITE LAYOUT PLAN F
MATERIAL INDICATIONS
B-321
40
b6wb-321lb
SOIL TEST BORING LOGS
CS107
87 b6wcs107s p
SITE LAYOUT PLAN G
B-321A
40A
b6wb-321alb
SOIL TEST BORING LOGS
CS108
88 b6wcs108s p
SITE LAYOUT PLAN H
B-321B
40B
b6wb-321blb
SOIL TEST BORING LOGS
89 bw cs501
DUMPSTER AND MISCELLANEOUS DETAILS
EARTH (ORIGINAL GRADE)
B-322
41
b6wb-3221b
HISTORICAL SOIL TEST BORING LOGS
CS502
b6wcs502dt
PHYSICAL FITNESS EQUIPMENT DETAILS ,��
B-323
42
b6wb-3231b
HISTORICAL SOIL TEST BORING LOGS
CS503
91 b
PHYSICAL FITNESS EQUIPMENT DETAILS
B-324
43
b6wb-3241b
HISTORICAL SOIL TEST BORING LOGS
CS504
92
I b6wcs504dt
P DETAILS
EARTH (COMPACTED FILL)
B
44
b6wb-3251b
CPT SOUNDING LOGS
CS505
93
b6wcs505dt
UNIVERSAL C-1 TAILS
° o °.'b° ° aoo �; GRAVEL
CONCRETE
MORTAR - CEMENT - PLASTER - STUCCO
CONCRETE MASONRY UNITS C.M.U.,
S SMALLI SCALE -PLAN)
CONCRETE MASONRY UNITS (C.M.U„ LARGE
SCALE -SECTION)
B-326
b6wb-3261b
HISTORICAL CPT SOUNDINGS
CS506
94
b6wcs506dt
UNIVERSAL C-1301 C-17 DET
B-327
46
b-327td
LABORATORY SOIL TEST DATA
CS507
95
b6wcs507
CONCRETE J S
B-328
47
b6wb-
LABORATORY SOIL TEST DATA
CS508
96
b6wcs508
ILS
B-329
48
b6wb-329td
LA Y SOIL TEST DATA
CS509
97
FENCE DETAIL
B-330
49
b6wb-330td
LABORATORY T DATA
CS510
b6wcs510
FENCE DETAILS
B-331
50
b6wb-331td
LABORATORY SOIL TEST
99
b6wcs511
PAVEMENT MARKING DETAILS
8-332
51
b6wb-332td
LABORATORY SOIL TES
CG101
100
b6wc 101s
GRADING AND DRAINAGE PLAN A
B-333
52
b6wb-333td
R
LABORATOST DATA
CG102
101
b6wc 102s
GRADING AND DRAINAGE PLAN B
B-334
53
b6wb-334td
L ORY SOIL TEST DATA
CG103
102
b6wcqlO3sp
GRADING AND DRAINAGE PLAN C
B-335
54
b6w -
LABORATORY SOIL TEST DATA
CG104
_
103
GRADING AND DRAINAGE PLAN D _
CONCRETE MASONRY UNITS OR HOLLOW
TILE (SMALL SCALE - SECTION)
B-336
55
6wb-336td
LABORATORY SOIL TEST DATA
CG105
___----b6wcqlO4sp
104
b6wcqlO5sp
GRADING AND DRAINAGE PLAN E
B-337wmv
56
b6wb-337td
LABORATORY SOIL TEST DATA
CG106
105
�b6wc 106s
GRADING AND DRAINAGE PLAN F
METAL (ELEVATION)
STEEL
-
57
b6wb-338td
LABORATORY SOIL TEST DATA
CG107
106
b6wc 107s
GRADING AND DRAINAGE PLAN G
STANDARD ABBREVIATIONS
(CROSS SECTION)
INSULATION (RIGID)
A CKT. CIRCUIT E.F. EACH FACE H L O.C. ON CENTER REG, REGISTER TEL. TELEPHCW:
A.C. AIR CONDITIONED (L CENTER LINE ELEG. ELECTRIC H. HIGH LB..# POUND OL. OVERLOAD REINF. REINFORCING TEMP. TEMPERATURE
A D. AREA DRAIN CEIL. CEILING EQUIP. EQUIPMENT H.B. HOSE BIBB LG. LCNG OPNG, OPENING REQ REQUIRED THK. THICKNESS
A F,F. ABOVE FINISHED FLOOR CL, CLOSET E.W. EACH WAY H.C. HOLLOW CORE L.L.V. LONG LEG VERTICAL OPP. OPPOSITE RET. RETURN THD THRESHOLD
A.H.U. AIR HANDLING UNIT CLR, CLEAR E W,,'I ELECTRIC WATER COOLER HT. HEIGHT L.P LIGHTING PANE' O.S.D. OPEN SIGHT DRAIN R.G. RETURN GRILLE T,O,C. T 0 P CF C0NORE i E
ALT. ALTERNATE C.M.U. CONCRETE MASONRY UNIT EXH EXHAUST HORIZ. HORIZONTAL LTG, LIGHTING RM. ROOM T.O.F. TOP OF FCOTINC
ALUM. ALUMINUM C.O. CLEAN OUT EXP. JT. EXPANSION JOINT H.M. HOLLOW METAL P R.P.M. REVOLUTION/MINUTE TOIL. TOILET
AMP A. AMPERES COL. COLUMN EXT, EXTERIOR H.P. HORSE POWER NiP. PAPER TYP. TYPICAL
A,0 ACCESS OPENING CONC. CONCRETL EXIST EXISTING HR. HOUR
APPROX. APPROXIMATELY CCND. CON'DENSATE HTG. HEATING M. hr10TOR PART. PARTITION U
ARCH, ARCHITECTURAL CONK. CONNEC? 1CN �4AiNT. MAl€NTENAN"': PER. PERIMETER V. VOLT
F HTR, HEATER MAX. MAXIMUM P.J.F. PREPORMEED JOINT FILLER S. SUPPLY V.A T, VINYL ASBESTOS TILE
A.T ASPHALT TILE CONST. ^ONSTRUCTICN FA. FIRE ALARM H &V. HEATING AND VENTILATING _ _
ai.�.N. -z��"IvN �VENT.
A. T ,G ACOUSTIC TILE CEILING CONT, CONTINUOUS F.C. FLEXIBLE CONNECTION HW, HARDWARE GiA;i� ui-nUPANEL r-. PL. PLATE S.ASUPPLY AIR MECH. MECHANICAL PLBG. PLUMBING SCH. SCHEDULE VERT. VERTICAL
CONTR. JT. CONTRACTION JOINT F.D. FLOOR DRAIN HYD, HYDRANT MTL METAL PLYW'D PLYWOOD SECT. SECTION VTR VENT THRL' ROOF
3 C.S.C. COLOR SYMBOL CODE F.E.C. FIRE EXTINGUISHER CABINET f,"If . i;'I !'f.' PNL. PANEL SFRV, SERVICE
0. T. CERAMIC TILE
BAL. BALANCE FIN. FINISH 1 MISC. MISCELLANEOUS PRESS. PRESSURE SHT. SHEET
BD. BOARD C.T.B. CERAMIC TILE BASE FL. FLOOR I.D. INSIDE DIAMETER N1.0. MASONRY CPEf,I^,G PSF POUNDS;'SQUARE FOOT S.J. SAWED JOINT
BLDG. BUILDING C. TO C. CENTER TO CENTER FT. FOOT, FEET W
I.C. INVERT ELEVATION Nl.T. I:1.TA'. THRESH. '..D PSI POUNDS/SQUARE INCH SP=C. SPECIFICAT''ONS W. 0iATT
BILK. BLANK FTG. FOOTING IN, INCHES MTD MOUNTED PSIG POUNDS/SQUARE INCH GAGE SO. FT. SQUARE FEET
p WJ 4"JlTH
BM. BEAM INCAND. INCANDESCENT MTG. MOUNTING PT. POINT ST. STEEL WC JAIN, T N'
SOT. BOTTOM DET. DETAIL ' crC , ^
G INSUL. INSULATION M.V. MECHANICAL VENTILATION PTD. PAINTED STOR. STORAGE �,n, Cn
SRG. BEARING ID, A, 71-�,':'E? =R GA. GAGE INT. INTERIOR h.'.G.T. :';'r.T �� __ S� .LC. S
f P.T.U,H, BRITISH THERMO UNITIHOUR CIFF. FUSER GAL GALLON TRUETUR.'.L
DIM. DIMENSION S SUSPENDED W.D. J^JhN"i D -1 N�Cv
GAL%. GALVANIZED C .! SWITCH b°dF v'v'Is:�, L~� �
DISC. DISCONNECT QTR. QUARTER 'PI.G V ATER GADE
G.F.E. GOVERNMENT FURNISHED
O.J. DIJIMMY JOINT , QUAN. QUANTITY WP. �,V ATHE =R00r
C EQUIP(vfENT - ,r
DN. DOWN J.B, JUNCTION BOX N A NO T r _ICr L= VVTR NA I E=c
CAB. CABINET GL. GLASS _
r JOT. JUNCTION N 1.E. NOT I T Wif;.F. 4^J L^=L' :r'�E=rERIC�q�
DR. DRAIN
CAP. CAPACITY CND. GROUND T JOINT \^ T01LCT
CiE CIRCUIT BREAKER D.S. DO.b'^1 SPC�i'T CCV" GOVERNPv�ENT � �� -
C.D. CEILING DIFFUSER DWG.(S) DRA4^dINGI,S) G.P.H. GALLONS/HOUR R. RISER
CE':1. CEMENT G.P.M. GALLONSWINUTE R A. RETURN AIR
CEr: R. CERAMIC E GR. GRILLE K C RAD. RADIUS
C.F M CUBIC FEET/MINUTE EA. G.LN.E. GYPSUM WALL BC4RD KVA KILOVOLT AMPERE ROUND
I j INSULATION (LOOSE OR BATT)
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PRE -DEVELOPED COMPOSITE CURVE NUMBER CALCULATIONS
PROJECT DATA:
NAME:
FORT BRAGG 3 BDG HQ, BN, COF
PROJECT NUMBER.
53555/57317
SUB BASIN# 1
SOIL NAME AND
HYDROLOGIC
COVER AND DESCRIPTION CN
AREA(AC)' CN X AREA
GROUP
WAGRAM-B
ASPHALT 98
209
204.82
WAGRAM-B
CONCRETE 98
6.01
588.98
WAGRAM-B
BUILDINGS 98
3.76
368.48
WAGRAM-B
GRASSED AREA 61
13.33
813.13
TOTALS
25.19
1975,41
COMPOSITE CN,
78
SUB BASIN# 2
SOIL NAME AND
HYDROLOGIC
COVER AND DESCRIPTION CN
AREA(AC)CN
X AREA
GROUP
WAGRAM-B
ASPHALT 98
0.31
30.38
WAGRAM-B
BUILDINGS 98
0.144
14112
WAGRAM-B
CONCRETE 98
0136.
13 328
WAGRAM-B
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