36C78619B0020-0001005.pdf
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- Attached to
- 819IC3006 - IFB Renovate Site & Repair/Restore Historic Structures Philadelphia National Cemetery
- Solicitation number
- 36C78619B0020
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36C78619B0020 0001 819CM3006 Philadelphia Bid Set Book-05.pdf
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| 36C78619C0139-000.docx | DOCX document | |
| 36C78619B0020-0001006.pdf | ||
| 36C78619B0020-0001002.pdf | ||
| 36C78619B0020-0001001.pdf | ||
| 36C78619B0020-0001003.pdf | ||
| 36C78619B0020-0001004.pdf | ||
| 36C78619B0020-0001000.docx | DOCX document | |
| 36C78619B0020-017.pdf | ||
| 36C78619B0020-015.doc | DOC document | |
| 36C78619B0020-016.xlsx | XLSX spreadsheet | |
| 36C78619B0020-014.docx | DOCX document | |
| 36C78619B0020-000.docx | DOCX document |
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ELECTRICAL SYMBOL LEGEND
RECEPTACLE, DUPLEX WEATHERPROOF ('WHILE-IN-USE' TYPE)
SCALE: 1/2"= 1'-0"
ELECTRICAL FLOOR PLAN
GFI
WP
GFI
WP
CONDUIT FROM RECEPTACLE TO DISTRIBUTION PANEL IS TO BE REPLACED. NEW CONDUIT TO RUN CONCEALED UNDER
EXISTING BLUE STONE PAVERS (TO BE REMOVED BY OTHERS), VERTICALLY DOWN
THRU FILL TO BELOW ADJACENT GRADE AND THEN TO PANEL. NEW FLOORING TO BE PATCHED AND NEW PAVERS (SHALL BE
REPLACED BY OTHERS).
REUSE EXISTING ELECTRICAL PANEL
REPLACE EXISTING CIRCUIT AND CONDUIT WITH NEW WIRING FROM ELECTRICAL PANEL AS REQUIRED.
INSTALL NEW WEATHERPROOF RECEPTACLE IN EXISTING RECEPTACLE LOCATION.
FIELD VERIFY:
EXISTING ELECTRICAL EQUIPMENT WAS OBTAINED FROM SIMILAR BUILDING DRAWINGS AND
CURSORY FIELD OBSERVATION, HOWEVER, ACTUAL "ASBUILT" DRAWINGS WERE NOT AVAILABLE, CERTAIN INFORMATION CONCERNING THE LOCATION OF THE EXISTING ELECTRICAL WORK MUST
BE VERIFIED IN THE FIELD TO DETERMINE THE EXACT LOCATIONS, DEPTH, SIZE, ETC. PRIOR TO
STARTING CONSTRUCTION ANY CONFLICT BETWEEN THESE PLANS AND THE ACTUAL CONDITIONS
GENERAL NOTES:
1. PROVIDE WEATHERPROOF/TAMPER PROOF GFI RECEPTACLES WITH 'WHILE-IN-USE' WEATHERPROOF COVER. RECEPTACLE
BASIS OF DESIGN: 'LEVITON' #R92-GFWTZ-OKW.
INSTALL 2-#10, 1-#10 GND IN A 1"C.
NEW CONDUIT ROUTE BELOW BLUE STONE
PAVERS
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure Rostrum
STAMP Office of Construction and Facilities Management
BID SET 819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
317-348-1000
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR
412-321-6362 ROSTRUM
May 16, 2019
EARL W. BOULWARE
ENGINEER
PE074163
PROFESSIONAL
REGISTERED
AINAVLYSNNE
P
F O
HTLAEWNOM
M
O C
EWB ILP
EP-101
ELECTRICAL FLOOR PLAN
DET638
AutoCAD SHX Text
WP
AutoCAD SHX Text N
AutoCAD SHX Text
PLAN NOTES:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
REPAIR FINISH WITH GALCON PAINT.
AutoCAD SHX Text
TACK WELD ALL ANCHOR BOLT NUTS IN PLACE WHEN POLES ARE SET AND PLUMB.
AutoCAD SHX Text
AND CONNECT TO POLE WITH 1 #6 IN BONDED 1/2" CONDUIT
AutoCAD SHX Text
PROVIDE 3/4 X 10 COPPERWELD GROUND ROD AT EACH POLE (TOP AT 2' BELOW GRADE)
AutoCAD SHX Text
#4 AT 15" C/C
AutoCAD SHX Text
8 EA. #7 DIA.
AutoCAD SHX Text
18" ROUND
AutoCAD SHX Text 6'-0"
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HORIZONTAL STEEL "E"
AutoCAD SHX Text
VERTICAL STEEL "D"
AutoCAD SHX Text
DIM. "C"
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DIM. "B"
AutoCAD SHX Text
DIM. "C"
AutoCAD SHX Text 12"
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DIM. "A"
AutoCAD SHX Text 12"
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NOT TO SCALE
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LIGHT POLE FOUNDATION DETAIL
AutoCAD SHX Text
BACKFILL EXCAVATION W/ CONCRETE - REMOVE ALL SPOILS FROM SITE
AutoCAD SHX Text
DIM. "B"
AutoCAD SHX Text
TO BE FORMED
AutoCAD SHX Text
DIM. "A"
AutoCAD SHX Text
CHAMFER ALL EXPOSED EDGES
AutoCAD SHX Text
ANCHOR BOLTS BY POLE MFR.
AutoCAD SHX Text
ANODIZED ALUMINUM POLE 4" ROUND
AutoCAD SHX Text
SET POLES USING DOUBLE NUT CONSTRUCTION METHOD
AutoCAD SHX Text
GROUT UNDER BASE PLATES PROVIDE (4) CHANNELS AT EACH BASE
AutoCAD SHX Text
RUB & SEAL ALL EXPOSED CONCRETE
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
VERT. RE-STL. "D"
AutoCAD SHX Text
3" MIN. CONCRETE COVER OVER RE-STEEL
AutoCAD SHX Text
3000 PSI AIR ENTRAINED CONCRETE
AutoCAD SHX Text
HORIZ. RE-STL. TIES "E"
AutoCAD SHX Text
BRACKET BASIS OF DESIGN: ERCO #34955.000
AutoCAD SHX Text
BACKING BRACKET BASIS OF DESIGN: ERCO #34954.000
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text B2
AutoCAD SHX Text E101
AutoCAD SHX Text
FIXTURE AIMED AT FLAG
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text 2.
AutoCAD SHX Text 1.
AutoCAD SHX Text
PROVIDE POLE 4" ROUND: ANODIZED ALUMINUM LIGHT POLE, 4" DIAMETER WITH TOP CAP.
AutoCAD SHX Text 3.
AutoCAD SHX Text
COORDINATE POLE, LIGHT FIXTURE AND BRACKET COLOR WITH ARCHITECT AND OWNER.
SCALE: 1"= 40'-0"
ELECTRICAL SITE PLAN
EXISTING
ELECTRICAL PANEL
SEE SHEET E101 FOR
WORK IN THIS AREA
FLAG POLE
FH
EM
EB
EB
WV
CO CO
FH
CO
WV
EM
WV
WATER METERVAULT
TOP=271.68
INV=266.74
ANDREWS AVE
E. HAINES ST
LIM
EKILN
PIKE
WV
WV
CATCH BASIN
TOP=275.79
BOT=273.14
CATCH BASIN
TOP=274.63
BOT=271.38
CATCH BASIN
TOP=276.93
BOT=273.63
4" PIPE
4" PIPE
4" PIPE
8" TC
PIPE
4" PIPE
8" TC
PIPE
8" TC
PIPE
8" TC PIPE
8" TC PIPE
8" TCPIPE
8" TC PIPE
8" TC PIPE
8" TCPIPE
8" TC PIPE
8" TC PIPE
8"
TC
PIPE
15" TC
PIPE
12" T
C PIPE
8" TCPIPE
LP
CATCH BASIN
TOP=255.84
BOT=246.89
S57°25'58"W
N 32°19'02"W
50' WIDE R.O.W.
60' WIDE R.O.W.
60' W
ID
E R .O
.W
MON FND
GRANITE MON FNDCO
W O
O
LSTO
N
AVE
50.00' 60.00'
STONEPLAQUE
STONEPLAQUE
FLAG POLE PAD
SECTION
MARKER
SECTION
MARKER
SECTION
MARKER
PLAQUE
SPIGOT
SPIGOT
SPIGOT
SPIGOT
TRAFFIC
SIGNALPOLE
TRAFFIC
SIGNALPOLE
ROCK
1 STY BRICK
MAINTENANCE
BUILDING
1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)
FLAT GRAVE STONE (2' X 1') AREA
(TYP)
UPRIGHT GRAVE STONE AREA (TYP)
FLAT GRAVE STONE (2' X 1') AREA
(TYP)
UPRIGHT GRAVE STONE AREA (TYP)
DECIDUOUS
DBH=3.5' DIA
DRIPLINE=50' DIA
DECIDUOUS
DBH=6.6' DIA
DRIPLINE=60' DIA
DECIDUOUS
DBH=4.3' DIA
DRIPLINE=60' DIA
DECIDUOUS
DBH=2.6' DIA
DRIPLINE=30' DIA
DECIDUOUS
DBH=1.8' DIA
DRIPLINE=20' DIA
DECIDUOUS
DBH=2.3' DIA
DRIPLINE=20' DIA
DECIDUOUS
DBH=3.1' DIA
DRIPLINE=50' DIA
DECIDUOUS
DBH=2.9' DIA
DRIPLINE=25' DIA
DECIDUOUS
DBH=4.6' DIA
DRIPLINE=42' DIA
DECIDUOUS
DBH=3.8' DIA
DRIPLINE=47' DIA
DECIDUOUS
DBH=3.6' DIA
DRIPLINE=50' DIA
CONIFEROUS
DBH=1.9' DIA
DRIPLINE=25' DIA
CONIFEROUS
DBH=1.8' DIA
DRIPLINE=40' DIA
CONIFEROUS
DBH=2.4' DIA
DRIPLINE=43' DIA
DECIDUOUS
DBH=1.8' DIA
DRIPLINE=22' DIA
DECIDUOUS
DBH=2.8' DIA
DRIPLINE=20' DIA
DECIDUOUS
DBH=4.5' DIA
DRIPLINE=30' DIA
DECIDUOUS
DBH=1.8' DIA
DRIPLINE=20' DIA
DECIDUOUS
DBH=2.2' DIA
DRIPLINE=30' DIA
DECIDUOUS
DBH=3.0' DIA
DRIPLINE=60' DIA
DECIDUOUS
DBH=5.2' DIA
DRIPLINE=60' DIA
DECIDUOUS
DBH=4.3' DIA
DRIPLINE=50' DIA
DECIDUOUS
DBH=4.1' DIA
DRIPLINE=50' DIA
SECTION
MARKER
MONUMENT
967.23'
568.94'
S28°47'44"E
N59°24'29"E
1002.62'
602.27'
DECIDUOUS
DBH=1.5' DIA
DRIPLINE=22' DIA
DECIDUOUS
DBH=3.9' DIA
DRIPLINE=50' DIA
SECTION
MARKER
S57°25'58"W
60.00'
8.97' 9.36'
MACADAM
M
AC
AD
AM
M
AC
AD
AM
MACADAM
M
AC
AD
AM
MACADAM
MACADAM MACADAM
MACADAM
MACADAM
MACADAM
CONCRETE
3220.00CPS
3400.00CPS
3410.00CPS
3590.00MNS
290 29 0 290 290
285 285285
290290
N57°25'58"E 55.12'
N59°24'29"E 55.03'
UP# PECO 76804A
DECIDUOUS
DBH=2.1' DIA
DRIPLINE=20' DIA
DECIDUOUS
DBH=2.5' DIA
DRIPLINE=20' DIA
STONE WALL
WITH METAL FENCE
UP NO #
DECIDUOUS
DBH=2.8' DIA
DRIPLINE=40' DIA
DECIDUOUS
DBH=5.0' DIA
DRIPLINE=60' DIA
STONE WALL
WITH METAL FENCE
SECTION
MARKER
UP# PECO 16934
DECIDUOUS
DBH=1.8' DIA
DRIPLINE=30' DIA
UP# PECO 16933
UP# PECO 46315
DECIDUOUS
DBH=3.2' DIA
DRIPLINE=30' DIA
DECIDUOUS
DBH=3.5' DIA
DRIPLINE=30' DIA
UPRIGHT GRAVE
STONE AREA (TYP)
DECIDUOUS
DBH=1.3' DIA
DRIPLINE=60' DIA
UP# 16935
DECIDUOUS
DBH=3.2' DIA
DRIPLINE=60' DIA
DECIDUOUS
DBH=1.1' DIA
DRIPLINE=20' DIA
DECIDUOUS
DBH=1.5' DIA
DRIPLINE=60' DIA
UP# PHL ELEC CO. 16939
G-25-5-10
DECIDUOUS
DBH=4.4' DIA
DRIPLINE=60' DIA
DECIDUOUS
DBH=2.0' DIA
DRIPLINE=30' DIA
DECIDUOUS
DBH=1.3' DIA
DRIPLINE=30' DIA
UP# 46314B
OVERFLOW
DRAIN
CONIFEROUS
DBH=2.1' DIA
DRIPLINE=26' DIACONIFEROUS
DBH=2.1' DIA
DRIPLINE=28' DIA
CONIFEROUS
DBH=3.5' DIA
DRIPLINE=30' DIA
DECIDUOUS
DBH=2.8' DIA
DRIPLINE=50' DIA
DECIDUOUS
DBH=3.0' DIA
DRIPLINE=50' DIA
DECIDUOUS
DBH=5.0' DIA
DRIPLINE=50' DIA
STONE WALL
WITH METAL FENCE
DECIDUOUS
DBH=5.2' DIA
DRIPLINE=50' DIA
STONE WALL
WITH METAL FENCE
OVERFLOW
DRAIN
CONIFEROUS
DBH=3.8' DIA
DRIPLINE=14' DIA
SECTION
MARKER
SECTION
MARKER
SECTION
MARKER
UP# 22455C
DECIDUOUS
DBH=3.0' DIA
DRIPLINE=30' DIA
UP# 40764D
SECTION
MARKER
SECTION
MARKER
CONCRETE SIDEWALK
PROPERTY CORNER
IRON PIN W/ CAP SET
N:
274375.8645
2694561.0914
PROPERTY CORNER
IRON PIN W/ CAP SET
N:
274884.8394
E:
2694239.1166
IRON PIN W/ CAP SET
N:E:
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
PROPERTY CORNER
MAGNAIL SET
N:
274896.5116
E:
2695376.2348
P.O.B.
SECTION
MARKER
UP# PECO 24588
UP# 76399A UP# 75150A
SECTION
MARKER
CATCH BASIN
TOP=259.58
BOT=256.63
CATCH BASIN
TOP=258.99
BOT=255.89
8" TC PIPE
8" TC PIPE
CATCH BASIN
TOP=255.55
BOT=251.45
CATCH BASIN
TOP=255.36
BOT=250.51
8" TC PIPE
CATCH BASIN
TOP=256.09
BOT=253.59
CATCH BASIN
TOP=255.96
BOT=253.41
SECTION
MARKER
8" TC PIPE
8" TC PIPE
CATCH BASIN
TOP=257.55
BOT=255.25
1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)
UP# PECO 76802A
SSMH "A"
RIM=292.88
INV=COULD NOT OPEN
DECIDUOUS
DBH=3.6' DIA
DRIPLINE=70' DIA
266 267
257 258 25
276 277 278
283284
284284
286286
287287
288288288
289289289
292293 293
SECTION
MARKER
CATCH BASIN
TOP=266.31
BOT=263.41
CATCH BASIN
TOP=265.29
BOT=262.59
8" TC PIPE
12" TC PIPE
CATCH BASIN
TOP=253.76
BOT=249.56
CATCH BASIN
TOP=254.61
BOT=248.71
CATCH BASIN
TOP=270.23
BOT=268.03
CATCH BASIN
TOP=268.90
BOT=INVERT UNKNOWN
CATCH BASIN
TOP=267.88
BOT=264.98
CATCH BASIN
TOP=260.56
BOT=COULD NOT MEASURE
CATCH BASIN
TOP=260.57
BOT=COULD NOT MEASURE
CATCH BASIN
TOP=279.36
BOT=277.06
CATCH BASIN
TOP=278.21
BOT=275.41
CATCH BASIN
TOP=279.49
BOT=276.79
SSMH "B"
RIM=289.54
INV=COULD NOT OPEN
TO RODNEY STREET
CATCH BASIN
TOP=268.12
BOT=COULD NOT MEASURE
CATCH BASIN
TOP=266.56
BOT=264.16
CATCH BASIN
TOP=265.88
BOT=263.38
CATCH BASIN
TOP=270.35
BOT=267.65
CATCH BASIN
TOP=257.19
BOT=255.04
CATCH BASIN
TOP=NOT LOCATED
BOT=TOP-2.80'
CATCH BASIN
TOP=260.95
BOT=257.25
CATCH BASIN
TOP=261.69
BOT=257.54
CATCH BASIN
TOP=259.71
BOT=256.76
CATCH BASIN
TOP=NOT LOCATED
BOT=TOP-1.75'
CATCH BASIN
TOP=264.65
BOT=261.15
CATCH BASIN
TOP=264.42
BOT=261.52
CATCH BASIN
TOP=263.24
BOT=258.94
CATCH BASIN
TOP=263.16
BOT=259.26
8" TC PIPE
FLAT GRAVESTONE
AREA (TYP)
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
NOT SUPPRESSED
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
321 4 5 6 7 8 9 10
Project Number
Building Number/ Name
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORDCONSULTANTS
Project Director
Date:
Location:
Renovate Site & Repair/Restore Historic Structure Rostrum
STAMP Office of Construction and Facilities Management
BID SET 819CM3006
Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138
CIVIL ENGINEER
KCI Technologies INC.
317-348-1000
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR
412-321-6362 ROSTRUM
May 16, 2019
EARL W. BOULWARE
ENGINEER
PE074163
PROFESSIONAL
REGISTERED
AINAVLYSNNE
P
F O
HTLAEWNOM
M
O C
EWB ILP
ES-101
ELECTRICAL SITE PLAN
PLAN NOTES:
REMOVE EXISTING LIGHT POLES BASE AND FLOOD LIGHTS, (TYPICAL OF 3). EXISTING MAIN BRANCH CIRCUIT SHALL REMAIN TO
FEED NEW FLOOD LIGHTS.
EXTEND EXISTING FEEDER FROM EXISTING POLE LIGHTS FEED TO NEW POLE MOUNTED FLOOD LIGHTS FROM NEW IN-GROUND MOUNTED RECESSED PULL BOX. PULL BOX BASIS OF DESIGN IS HUBBLE PC0608DA06 WITH HUBBLE PC0608HG00
LID. INSTALL 2-#10, 1-#10 GND IN A 1"C BETWEEN EACH NEW POLE MOUNTED FLOODLIGHT.
PROVIDE POLE MOUNTED PHOTOCELL FOR CONTROL OF FLOODLIGHTS. MOUNT PHOTOCELL IN WEATHERPROOF BOX.
PHOTOCELL BASIS OF DESIGN IS 'TORK' #2001.
NEW POLE MOUNTED LIGHT FIXTURE; TYPICAL OF 3. SET BASES AND POLES IN EXISTING BASE/POLE LOCATIONS. SEE DETAIL
B2 ON SHEET E101.
PROVIDE WEATHERPROOF DUPLEX RECEPTACLE AT BASE OF EACH NEW LIGHT POLE.
FIELD VERIFY:
EXISTING ELECTRICAL EQUIPMENT WAS OBTAINED FROM SIMILAR BUILDING DRAWINGS AND
CURSORY FIELD OBSERVATION, HOWEVER, ACTUAL "ASBUILT" DRAWINGS WERE NOT AVAILABLE, CERTAIN INFORMATION CONCERNING THE LOCATION OF THE EXISTING ELECTRICAL WORK MUST
BE VERIFIED IN THE FIELD TO DETERMINE THE EXACT LOCATIONS, DEPTH, SIZE, ETC. PRIOR TO
STARTING CONSTRUCTION ANY CONFLICT BETWEEN THESE PLANS AND THE ACTUAL CONDITIONS
GENERAL NOTES:
PROVIDE WEATHERPROOF/TAMPER PROOF GFI RECEPTACLES WITH 'WHILE-IN-USE' WEATHERPROOF COVER. RECEPTACLE
BASIS OF DESIGN: 'LEVITON' #R92-GFWTZ-OKW.
TYPE 'A' (BASIS OF DESIGN)
1.
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 'A'
AutoCAD SHX Text 'A'
AutoCAD SHX Text 'A'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
| Sheets and Views |
| X-001 Cover Sheet - Drawing Index |
| Base Combined |
| X-002 General Phasing Plan |
| B-101 Existing Conditions Plan |
| D-101 Site Demolition Plan |
| Tree Protection Fence |
| L-101 Erosion and Sedimentation Control Plan |
| L-102 Erosion and Sedimentation Control Details |
| L-201 Site Plan |
| L-202 Grading plan |
| L-203 Site Layout Plan |
| L-204 Planting Plan |
| L-205 Planting Plan Enlargments |
| L-301 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-302 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-303 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-304 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-305 Wall and Fence Elevations - Interior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-306 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-307 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-308 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-309 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-310 Wall and Fence Elevations - Exterior |
| Wall Elevations 3 |
| Wall Elevations Exterior |
| L-311 Wall and Fence Elevations Notes |
| Wall Elevations Exterior |
| L-312 Wall and Fence Sections and Details |
| Wall Elevations Exterior |
| WALL AND FENCE EXISTING CONDITIONS - STATION 0+00 TO 9+88 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 14+90 TO 24+96 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 24+96 TO 29+80 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 8+92 TO 14+90 |
| Wall Rebuild Detail Station 7+55 |
| Wall Rebuild Detail Station 9+90 |
| Wall Rebuild Detail Station 17+74 |
| Wall Rebuild Detail Station 21+60 |
| Wall Rebuild Detail Station 24+96 |
| Wall Rebuild Detail Station 9+80 to 10+05 |
| Wall and Fence Repair detail(2) |
| STONE CAP JOINT AND FLASHING DETAIL |
| L-313 Wall and Fence Sections and Details |
| Wall Elevations Exterior |
| WALL AND FENCE EXISTING CONDITIONS - STATION 0+00 TO 9+88 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 14+90 TO 24+96 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 24+96 TO 29+80 |
| WALL AND FENCE EXISTING CONDITIONS - STATION 8+92 TO 14+90 |
| Wall Rebuild Detail Station 7+55 |
| Wall Rebuild Detail Station 9+90 |
| Wall Rebuild Detail Station 17+74 |
| Wall Rebuild Detail Station 21+60 |
| Wall Rebuild Detail Station 24+96 |
| Wall Rebuild Detail Station 9+80 to 10+05 |
| Wall and Fence Repair detail(2) |
| STONE CAP JOINT AND FLASHING DETAIL |
| L-314 Gate Area Plan, Elevation, Section, Details |
| Wall Elevations Exterior |
| Main Gate Elevations 2 |
| Main Gate Elevations 2(2) |
| Iron Fence to Stone Attchment |
| Main Gate to Stone Attchment |
| Gate Pivot Point |
| Gate Pivot Concrete Replacement |
| L-402 Roadway Details |
| L-403 Roadway Details |
| L-500 Demoliton Site Utilities Plan |
| L-501 Site Utilities Plan |
| L-502 Site Utilities Profiles |
| L-503 Site Utilities Details |
| A-100 Architectural Symbols, Abbreviations and Notes |
| S-101 Scaffolding Plan |
| S-102 Scaffolding Section |
| DA-101 Existing Foundation and Floor Plan & Demolition Notes |
| DA-102 Existing Roof and Ceiling Plan & Demolition Notes |
| DA-201 Existing South and North Elevation & Demolition Notes |
| DA-202 Existing West, East, Interior Elevation & Demolition Notes |
| DA-301 Existing Rostrum Section & Demolition Notes |
| A-101 Foundation and Floor Plan |
| A-102 Roof and Ceiling Plan |
| A-201 South & North Elevations |
| A-202 West, East and Interior Elevations |
| A-301 Section |
| EP-101 Electrical Floor Plan |
| ES-101 Electrical Site Plan |
File details come from the government source that posted it.