06_76-90_851PC2048_HNC_BD_Plans.pdf
PDF 16 MB Posted
- Solicitation number
- 36C10F20R0055
About this file
This federal contract solicitation seeks proposals for the Phase 5 expansion of the Houston National Cemetery. The Department of Veterans Affairs will procure construction services valued between $20-50 million to develop approximately 50 additional acres with 14,000 pre-placed crypt gravesites, 350 oversize crypt sites, 2,000 traditional in-ground cremains sites, and 8,000 columbarium niches. The expansion also includes a 300-site hybrid natural burial memorial wall and ossuary, new entrance, roads, parking, utilities, irrigation system, drainage improvements, and site furnishings. Offerors must be verified as a Service-Disabled Veteran-Owned Small Business. Proposals are due August 10, 2020. The contractor must complete all work within 730 calendar days of the notice to proceed.
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Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
NOT TO SCALE
4' HT. ORNAMENTAL METAL FENCE
SITE DETAILS
DT502
NOT TO SCALE
CHAIN LINK FENCE
NOT TO SCALE
SAFETY END TREATMENT WITH FLARED WINGS
NOT TO SCALE
REINFORCED GRASSED SPILLWAY ARMORING
AutoCAD SHX Text
REINFORCED GRASSED SPILLWAY ARMORING (FLEXAMAT OR APPROVED EQUAL)
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OUTSIDE EDGES TO BE GRADED HIGHER THAN THE CENTER OF CHANNEL (TYP.)
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SOD
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SOD
AutoCAD SHX Text IF THE EDGE OF REINFORCED GRASSED SPILLWAY ARMORING IS EXPOSED TO SHEET FLOW, RECESS THE OUTSIDE TWO ROWS OF BLOCKS
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OVER LAP IS 3 BLOCKS IN LENGTH (18") AND 2.5" DEEP
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INFILL OVERLAPPED MAT WITH TOP SOIL
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18", #3 REBAR
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FLOW
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ROLL WIDTH LONGER THAN 50'
AutoCAD SHX Text NOTES: 1. FENCE GRAPHICS FOR GUIDANCE ONLY, FENCE GRAPHICS FOR GUIDANCE ONLY, ALUMINUM FENCE TO MATCH EXISTING. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO RE/COR FOR APPROVAL. 2. CONTRACTOR TO PROVIDE MANUFACTURERS CONTRACTOR TO PROVIDE MANUFACTURERS INSTALLATION SPECIFICATIONS WITH SHOP DRAWINGS TO THE RE/COR FOR APPROVAL. 3. HORIZONTAL RAILS - 4' HT.=2 RAIL FENCE; HORIZONTAL RAILS - 4' HT.=2 RAIL FENCE; 5' HT.=1 BOTTOM RAIL, 2 TOP RAIL FENCE. 4. HORIZONTAL RAIL SIZE - 1-1/4 INCH HORIZONTAL RAIL SIZE - 1-1/4 INCH SQUARE. 5. VERTICAL PICKET SIZE - 3/4 INCH SQUARE. VERTICAL PICKET SIZE - 3/4 INCH SQUARE. 6. VERTICAL PICKET SPACING - 3-7/8 INCHES. VERTICAL PICKET SPACING - 3-7/8 INCHES. 7. LINE POST - 2.5"X2.5" LINE POST - 2.5"X2.5" 8. END AND CORNER POSTS - 2.5"X2.5". END AND CORNER POSTS - 2.5"X2.5". 9. BRACKETS AND FASTENERS TO MATCH BRACKETS AND FASTENERS TO MATCH EXISTING. 10. ALL FENCE COMPONENTS TO HAVE ALL FENCE COMPONENTS TO HAVE COMMERCIAL GRADE BLACK STAIN ADONIZED FINISH. 11. SEE DETAIL 2/L-503 FOR FENCE POST SEE DETAIL 2/L-503 FOR FENCE POST INSTALLATION AT COLUMN.
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CONCRETE FOOTING PER MANUFACTURER
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4" DEPTH X 1'-0" WIDE GRAVEL MOW STRIP; PROVIDE 1/4" PER FOOT SLOPE ACROSS TOP
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FINISHED GRADE
AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL CHAIN LINK FENCES AND THEIR COMPONENTS. 2. ALL FENCE POSTS TO BE SET IN CONCRETE PER THE MANUFACTURERS SPECIFICATIONS. 3. FENCES TO HAVE TOP AND BOTTOM RAIL. 4. GATES: 4.1. WIDTH OF GATES AS NOTED WITHIN THE KEY NOTE (SEE PLAN). 4.2. ALL GATES TO BE LOCKABLE. 5. THE FOLLOWING ELEMENTS ARE AS NOTED IN THE KEY NOTE (SEE PLAN). 5.1. FENCE HEIGHT 5.2. REQUIREMENT FOR PRIVACY SLATS 6. ALL CHAIN LINK FENCES TO HAVE GRAVEL MOW STRIP 6.1. 4" DEPTH X 1'-0" WIDE GRAVEL MOW STRIP 6.2. PROVIDE 1/4" PER FOOT SLOPE ACROSS TOP. 6.3. PROVIDE RUBBER EDGE WEED GUARD AROUND GRAVEL MOW STRIP.
30'30'
RIDGE LINE AS SHOWN ON
CG105 AND CG108
CONTRACTOR TO PROVIDE
30' TRANSITION CURVE ALONG
RIDGE LINE
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
NOT TO SCALE
CAULK EXPANSION JOINT NEW/REPLACEMENT DETAIL
NOT TO SCALE
TACTILE WARNING SURFACE PLACEMENT DETAIL
NOT TO SCALE
HEAVY DUTY CONCRETE
NOT TO SCALE
LIGHT DUTY CONCRETE
NOT TO SCALE
ASPAHLT PAVEMENT SECTION
NOT TO SCALE
GRAVEL SECTION
NOT TO SCALE
ASPHALT PAVEMENT MILL AND OVERLAY DETAIL
NOT TO SCALE
ASPHALT PAVEMENT KEY DETAIL
NOT TO SCALE
MOUNTABLE CURB AND GUTTER
SITE DETAILS
DT503
NOT TO SCALE
CONCRETE VALLEY GUTTER
TAPER VARIES, EXTEND TO
NEAREST JOINT
(3' MIN.)
DEPRESSED CURB
AND GUTTER
(SEE PLAN FOR LIMITS)
TAPER VARIES, EXTEND
TO NEAREST JOINT
(3' MIN.)
GUTTER PAN
PLAN
PAVED SURFACE
STD. CURB
(PER SITE PLAN)
TAPER VARIES, EXTEND
TO NEAREST JOINT
(3' MIN.)
DEPRESSED CURB
AND GUTTER
(SEE PLAN FOR LIMITS)
TAPER VARIES, EXTEND
TO NEAREST JOINT
(3' MIN.)
ELEVATION
STD. CURB (PER SITE PLAN)
1" RADIUS
NOT TO SCALE
CURB TAPER DETAIL (FULL HT. TO DEPRESSED)
NOT TO SCALE
DEPRESSED CURB AND GUTTER DETAIL
NOT TO SCALE
NEW CURB AND EXISTING INLET CONNECTION
NOT TO SCALE
PIPE BEDDING DETAILS
NOT TO SCALE
TYPICAL PIPE TRENCH DETAIL FOR PAVED AREAS
NOT TO SCALE
TYPICAL PIPE TRENCH DETAIL FOR UNPAVED AREAS
NOT TO SCALE
CRYPT RIDGELINE GRADING DETAIL
NOT TO SCALE
CURB REPLACMENT PAVEMENT PATCHING DETAIL
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4.5" HOT MIX ASPHALT BINDER COURSE
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2" HOT MIX ASPHALT SURFACE COURSE
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6" LIME-FLY STABILIZED SUBGRADE
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GEOTEXTILE SEPARATOR
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COMPACTED SUBGRADE (PER GEOTECH)
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DT503
AutoCAD SHX Text REFER TO ASPHALT PAVEMENT KEY DETAIL FOR EXISTING AND PROPOSED ASPHALT CONNECTIONS
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6.5" CRUSHED AGGREGATE SURFACE COURSE
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GEOTEXTILE SEPARATOR
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COMPACTED SUBGRADE (PER GEOTECH)
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6" LIME-FLY ASH STABILIZED SUBGRADE
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ASPHALT PAVING
AutoCAD SHX Text 2" MIN. MILL/DEEP KEY INTO EXISTING PAVEMENT WITH NEW HOT MIX ASPHALT TACK COAT TACK COAT
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EXISTING PAVEMENT
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SAW CUT. KEYED PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT
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EXISTING SUBBASE
AutoCAD SHX Text
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DT503
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MILL EXISTING ASPHALT PAVEMENT TO A MINIMUM DEPTH OF 2"
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EXISTING HOT MIX ASPHALT BINDER COURSE TO REMAIN
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NEW 2" (MIN.) HOT MIX ASPHALT WEARING COURSE TO BRING FINISHED SURFACE TO GRADE
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NEW HOT MIX ASPHALT TACK COAT
AutoCAD SHX Text NOTES: 1. CONTRACTOR TO COORDINATE WITH RESIDENT ENGINEER TO INSPECT MILLED SURFACE PRIOR TO OVERLAY TO DETERMINE IF ADDITIONAL BASE REPAIR IS NECESSARY. 2. CONTRACTOR TO APPLY TACK COAT BY HAND ADJACENT TO EXISTING CURB TO ENSURE IT IS NOT DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES.
AutoCAD SHX Text 10"R
AutoCAD SHX Text 1"
AutoCAD SHX Text 10"R
AutoCAD SHX Text
FOC
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GUTTER
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MATCH ASPHALT PAVEMENT SUBBASE PER DETAIL 5/DT503
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#4 BAR CONTINUOUS EXCEPT AT EXPANSION JOINTS (TYP.)
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STANDARD CURB AND GUTTER
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2% MIN.
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MATCH ASPHALT PAVEMENT SUBBASE PER DETAIL 5/DT503
AutoCAD SHX Text
#4 BAR CONTINUOUS EXCEPT AT EXPANSION JOINTS
AutoCAD SHX Text 10"R
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 10"R
AutoCAD SHX Text
FOC
AutoCAD SHX Text
GUTTER
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MATCH ASPHALT PAVEMENT SUBBASE PER DETAIL 5/DT503
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#4 BAR CONTINUOUS EXCEPT AT EXPANSION JOINTS (TYP.)
AutoCAD SHX Text
REVERSE CURB AND GUTTER
AutoCAD SHX Text 2%
AutoCAD SHX Text
ROUNDED BACKER ROD WITH NO BOND TO SEALANT
AutoCAD SHX Text SEALANT WIDTH = A - NOT TO EXCEED 1/2" SEALANT DEPTH = B IF A = 3/4", THEN B = 3/8" IF A = 1/2", THEN B = 1/4"
AutoCAD SHX Text
CONCRETE SIDEWALK RAMP SLAB
AutoCAD SHX Text
CURB
AutoCAD SHX Text
2' MIN.
AutoCAD SHX Text 1/4" R
AutoCAD SHX Text TRUNCATED DOME CAST IN PLACE PANEL (TYP) DETECTABLE WARNING STRIP; DARK GREY (G) PER FEDERAL STANDARD 595B TABLE IV, COLOR NO. 36118.
AutoCAD SHX Text
5" PORTLAND CEMENT CONCRETE 4,000 PSI
AutoCAD SHX Text 3/8" WIDE EXPANSION JOINT WITH PREMOLDED ASPHALTIC JOINT FILLER & SEALANT, FILLER & SEALANT TO EXTEND TO FULL DEPTH OF CONCRETE
AutoCAD SHX Text
6" LIME-FLY ASH STABILIZED SUBGRADE
AutoCAD SHX Text 6"x6" GALVANIZED W2.9xW2.9 WWF PLACED AT 1/2 CONCRETE PAVEMENT THICKNESS
AutoCAD SHX Text SIDEWALK NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. JOINT SPACING AS SHOWN ON PLANS OR REQUIRED IN SPECIFICATION. JOINT SPACING AS SHOWN ON PLANS OR REQUIRED IN SPECIFICATION. 3. CONCRETE TO HAVE BROOM FINISH WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.CONCRETE TO HAVE BROOM FINISH WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR (3/8" ) 8" LONG STEELDOWELS 18" O.C. (GREASED ON ONE END)
AutoCAD SHX Text
%%UNEW TO OLD JOINTS
AutoCAD SHX Text 3/8" JOINT FILLER & SEALANT EXTENDS FULL DEPTH OF EX. PAVEMENT; COLOR TO MATCH CONCRETE (NOT REQ'D WHEN EXISTING SURFACE COURSE IS ASPHALT)
AutoCAD SHX Text
#3 REBAR (3/8" ) 8" LONGSTEEL DOWELS 18" O.C. (GREASED ON ONE END)
AutoCAD SHX Text
ROUGH UP EDGE OF EX. CONCRETE PAVEMENT
AutoCAD SHX Text 1/8"x 1/4 DEPTH OF SLAB SAW CUT JOINT WITH 1/8" RADIUS AT EDGES
AutoCAD SHX Text
%%UCONTRACTION JOINTS
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text NOTE: ADJUST SLOPE FROM 1/4"/FT MINIMUM TO THE SLOPE OF THE SIDE STREET. GENERAL NOTES: 1. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROJECT MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT. 2. CONCRETE FOR THE VALLEY GUTTER SHALL BE 4,000 PSI MINIMUM. CONCRETE FOR THE VALLEY GUTTER SHALL BE 4,000 PSI MINIMUM. 3. THE UPSTREAM CURB MID POINT MUST BE AT OR LOWER THAN THE BEGINNING P.C. AND THE UPSTREAM CURB MID POINT MUST BE AT OR LOWER THAN THE BEGINNING P.C. AND 0.5% MINIMUM HIGHER THAN THE OPPOSING MID POINT.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
#4 BARS PLACE ON CHAIRS AT MID DEPTH OF SLAB
AutoCAD SHX Text
COMPACTED BASE
AutoCAD SHX Text
HOT MIX ASPHALT CONCRETE
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
#4 BAR PLACED 18" O.C.
AutoCAD SHX Text
SEE NOTE BELOW
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3/4"/FT. MIN.
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AutoCAD SHX Text
DT503
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AutoCAD SHX Text
DT503
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TAPER VARIES EXTEND TO NEAREST JOINT (MIN 3')
AutoCAD SHX Text
CURB TO MATCH EX. INLET HEIGHT
AutoCAD SHX Text
HATCH = NEW CURB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ADJACENT FINISHED GRADE 1/2" BELOW WALK ELEVATION - SEE PLAN FOR MATERIAL
AutoCAD SHX Text
1/8" RADIUS AT ALL EXPOSED EDGES
AutoCAD SHX Text
1/8" RADIUS AT SLAB EDGES
AutoCAD SHX Text SIDEWALK NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. JOINT SPACING AS SHOWN ON PLANS OR REQUIRED IN SPECIFICATION. JOINT SPACING AS SHOWN ON PLANS OR REQUIRED IN SPECIFICATION. 3. CONCRETE TO HAVE BROOM FINISH WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.CONCRETE TO HAVE BROOM FINISH WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.
AutoCAD SHX Text
6" PORTLAND CEMENT CONCRETE 4,000 PSI
AutoCAD SHX Text 3/8" WIDE EXPANSION JOINT WITH PREMOLDED ASPHALTIC JOINT FILLER & SEALANT, FILLER & SEALANT TO EXTEND TO FULL DEPTH OF CONCRETE
AutoCAD SHX Text
6" LIME-FLY ASH STABILIZED SUBGRADE
AutoCAD SHX Text 6"x6" GALVANIZED W2.9xW2.9 WWF PLACED AT 1/2 CONCRETE PAVEMENT THICKNESS
AutoCAD SHX Text
#3 REBAR (3/8" ) 8" LONG STEELDOWELS 18" O.C. (GREASED ON ONE END)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ADJACENT FINISHED GRADE 1/2" BELOW WALK ELEVATION - SEE PLAN FOR MATERIAL
AutoCAD SHX Text
1/8" RADIUS AT ALL EXPOSED EDGES
AutoCAD SHX Text
1/8" RADIUS AT SLAB EDGES
AutoCAD SHX Text
CAULK TO ROUNDED BACKER ROD
AutoCAD SHX Text
AutoCAD SHX Text
DT503
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1/8" RADIUS AT SLAB EDGES
AutoCAD SHX Text
TRUNCATED DOME CAST IN PLACE PANEL STANDARD SIZE: 24" X 36"
AutoCAD SHX Text CONCRETE TREATED BACKFILL ALL AROUND PIPE. PROVIDE AND PLACE CONCRETE TREATED BACKFILL
AutoCAD SHX Text
CONCRETE PAVEMENT EXPANSION JOINT
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CONCRETE CURB EXPANSION JOINT
AutoCAD SHX Text
EXISTING CURB
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NEW CURB
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DRILL HOLE 6" DEEP INTO EXISTING CURB FOR #4 REBAR (TYP.)
AutoCAD SHX Text SAWCUT AND INSTALL 1/2" EXPANSION JOINT WITH COMPRESSIBLE JOINT FILLER TO BOTTOM OF SLAB AND ENSURE FILLER DOES NOT SETTLE
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6" OF #4 REBAR CENTERED 3" BELOW CENTER OF GUTTER PAN
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6" OF #4 REBAR CENTERED 3" BELOW CENTER OF CURB
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CURB REPAIR/REPLACEMENT
AutoCAD SHX Text FULL DEPTH PAVEMENT PATCH SHALL BE FLUSH WITH EXISTING PAVEMENT (MATCH EXISTING PAVEMENT SECTION)
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EXISTING PAVEMENT
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SAW CUT EXISTING PAVEMENT. SEAL COAT ONCE ASPHALT PAVEMENT PATCH IS COMPLETE
AutoCAD SHX Text
EXISTING SUBBASE
MATCH EXISTING CROSS SLOPE
REV E7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN & INLINE DRAIN
NON TRAFFIC INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
9-30-99DATE
CJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST
HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF
THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE
OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED
HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE
DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC
WRITTEN PERMISSION FROM NYLOPLAST. 03-11-16
NMH
DRAIN BASIN INLINE DRAIN
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
NON TRAFFIC INSTALLATION
TOP SOIL
GRATE/COVER
TOP SOIL
GRATE/COVER
©2011 NYLOPLAST
4" MIN ON 8" - 24"
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
NTS
TYPE A INLET GRATE AND FRAME
NTS
TYPE BB INLET
NTS
MANHOLE FRAME AND COVER
NTS
CONCRETE HEADWALLS WITH FLARED WINGS
NTS
TYPE A INLET
NTS
TYPE B INLET RELOCATION
SITE DETAILS
DT504
NTS
AREA DRAIN DETAIL
NTS
DRAIN BASIN AND INLINE DRAIN NON-TRAFFIC INSTALLATION
NTS
FLOATABLES COLLECTION SCREEN
NTS
SECTION
A
NTS
SECTION
B
NTS
SECTION
C
AutoCAD SHX Text
FINISHED GRADE
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FRAME AND REMOVABLE BRONZE GRATE FLUSH WITH FINISHED GRADE
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6" MIN. SUMP
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6" MIN.
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COMPACTED SUBGRADE
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CRUSHED STONE
AutoCAD SHX Text 12"
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MIN.
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PVC INLET DRAIN
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NOTE:
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1. ALL AREA DRAINS SHALL HAVE
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PEDESTRIAN STYLE GRATES.
AutoCAD SHX Text
AutoCAD SHX Text
DT502
REFER TO SAFETY END TREATMENTS WITH FLARED WINGS FOR STRUCTURES HW6 AND HW7 WHICH ARE LOCATED WITHIN THE HARRIS COUNTY RIGHT OF WAY
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
NOT TO SCALE
INLET TYPE D-1
SITE DETAILS
DT505
NOT TO SCALE
RESIDENT ENGINEER TRAILER DETAIL
SCALE: 1"= 1'
CONCRETE PAD (PLAN VIEW)
NOT TO SCALE
8 INCH SOLID COVER ASSEMBLY
NOT TO SCALE
8 INCH X 8 INCH TEE
NOT TO SCALE
8 INCH 45 DEGREE ELBOW
NOT TO SCALE
8 INCH X 8 INCH WYE
NOT TO SCALE
RIP-RAP OUTLET PROTECTION
REV A0893AGDWG NO.1 OF 1SHEET1:6SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
PVC
8 X 8 ADS N-12 / HANCOR DUAL WALL WYE
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
8-30-06DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST
HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF
THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE
OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED
HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE
DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC
WRITTEN PERMISSION FROM NYLOPLAST. 8-30-06
CJA
18.001 1
4.00
1 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 &
HANCOR DUAL WALL BELL INFORMATION
2 - SEE DRAWING NO. 7003-110-031 FOR WATER TIGHT
SWAGE JOINT DETAIL
3 - DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
4 - DIMENSIONS ARE IN INCHES
12.00
REV A0845AGDWG NO.1 OF 1SHEET1:4SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
PVC
8 IN ADS N-12 / HANCOR DUAL WALL ELBOW - 45 DEGREE
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
5-16-06DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST
HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF
THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE
OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED
HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE
DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC
WRITTEN PERMISSION FROM NYLOPLAST. 5-16-06
CJA
1 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 &
HANCOR DUAL WALL BELL INFORMATION
2 - DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
3 - DIMENSIONS ARE IN INCHES
6.75
6.75
REV A0883AGDWG NO.1 OF 1SHEET1:6SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
PVC
8 X 8 ADS N-12 / HANCOR DUAL WALL TEE
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
8-30-06DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST
HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF
THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE
OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED
HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE
DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC
WRITTEN PERMISSION FROM NYLOPLAST. 8-30-06
CJA
17.751 1
5.75
1 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 &
HANCOR DUAL WALL BELL INFORMATION
2 - SEE DRAWING NO. 7003-110-031 FOR WATER TIGHT
SWAGE JOINT DETAIL
3 - DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
4 - DIMENSIONS ARE IN INCHES
REV B7001-110-195DWG NO.1 OF 1SHEET1:4SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN SOLID COVER ASSEMBLY
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
3-3-06DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST
HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF
THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE
OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED
HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE
DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC
WRITTEN PERMISSION FROM NYLOPLAST. 3-13-10
EBC
0899CGC
DUCTILE IRON
Ø 8.06
8" SOLID COVER
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
COVER HAS LIGHT DUTY RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-036
APPROX. WEIGHT = 3.38 LBS
D
TSALPOLYN
U C T I L E I R O N
©2010 NYLOPLAST
8" INLINE DRAIN OR
8" DRAIN BASIN BODY TOP
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
HW1
AutoCAD SHX Text 3 Do (FT)
AutoCAD SHX Text 3Do
AutoCAD SHX Text Do
AutoCAD SHX Text 3Do
AutoCAD SHX Text
%%UMAXIMUM TAILWATER CONDITION
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%%UMINIMUM TAILWATER CONDITION
AutoCAD SHX Text Do
AutoCAD SHX Text W=Do+La
AutoCAD SHX Text La
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DIAMETER
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PIPE
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OUTLET
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AutoCAD SHX Text W=Do+0.4La
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OUTLET
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PIPE
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DIAMETER
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STR. NO.
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PIPE DIAMETER (IN)
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Q (CFS) PIPE
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VELOCITY (FPS)
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TW DEPTH > 1/2 DIA. PIPE
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TAILWATER CONDITION
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CRUSHED STONES
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CLASS
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TYP. DIA.
AutoCAD SHX Text APRON LENGTH (La) MINIMUM (FT)
AutoCAD SHX Text
APRON WIDTH (W) MINIMUM (FT)
AutoCAD SHX Text 6.76
AutoCAD SHX Text 4.71
AutoCAD SHX Text
FILTER CLOTH
AutoCAD SHX Text 0%%%
AutoCAD SHX Text d
AutoCAD SHX Text
KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
AutoCAD SHX Text La
AutoCAD SHX Text
AutoCAD SHX Text
12.0 FT
AutoCAD SHX Text
7.5 FT
AutoCAD SHX Text
7.5 FT
AutoCAD SHX Text NOTE: CONCRETE PAD TO BE INSTALLED PER PLANS FOR THE PROPOSED BENCHES. REFER TO SITE AMENITY DETAILS FOR BENCH PLACEMENT WITHIN CONCRETE PAD.
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MIN
AutoCAD SHX Text
NO
AutoCAD SHX Text
HW2
AutoCAD SHX Text 11.70
AutoCAD SHX Text 5.58
AutoCAD SHX Text
AutoCAD SHX Text
13.0 FT
AutoCAD SHX Text
15.0 FT
AutoCAD SHX Text
6.0 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MIN
AutoCAD SHX Text
NO
AutoCAD SHX Text
HW3
AutoCAD SHX Text 1.72
AutoCAD SHX Text 4.32
AutoCAD SHX Text
AutoCAD SHX Text
8.0 FT
AutoCAD SHX Text
9.3 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
HW4
AutoCAD SHX Text 1.95
AutoCAD SHX Text 3.05
AutoCAD SHX Text
AutoCAD SHX Text
6.0 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MIN
AutoCAD SHX Text
NO
AutoCAD SHX Text
HW5
AutoCAD SHX Text 9.45
AutoCAD SHX Text 6.03
AutoCAD SHX Text
AutoCAD SHX Text
13.0 FT
AutoCAD SHX Text
15.0 FT
AutoCAD SHX Text
6.0 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
HW6
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
7.0 FT
AutoCAD SHX Text
4.5 FT
AutoCAD SHX Text
4.5 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
HW7
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
7.0 FT
AutoCAD SHX Text
4.5 FT
AutoCAD SHX Text
4.5 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
HW8
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
9.0 FT
AutoCAD SHX Text
6.0 FT
AutoCAD SHX Text
6.0 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MIN
AutoCAD SHX Text
NO
AutoCAD SHX Text
HW9
AutoCAD SHX Text 4.07
AutoCAD SHX Text 5.33
AutoCAD SHX Text
AutoCAD SHX Text
8.0 FT
AutoCAD SHX Text
9.3 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
HW10
AutoCAD SHX Text 0.41
AutoCAD SHX Text 0.33
AutoCAD SHX Text
AutoCAD SHX Text
6.0 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
HW11
AutoCAD SHX Text 1.04
AutoCAD SHX Text 0.98
AutoCAD SHX Text
AutoCAD SHX Text
6.0 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text
3.8 FT
AutoCAD SHX Text
8-INCH CRYPT UNDERDRAIN OUTFALLS
AutoCAD SHX Text d50-3"
AutoCAD SHX Text I
AutoCAD SHX Text
MAX
AutoCAD SHX Text
YES
AutoCAD SHX Text
5.0 FT
AutoCAD SHX Text
5.0 FT
5.0 FT
MEN
S
TO
IL
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TO
OL
MANAGER
W
OMEN
S
TO
IL
ET
M
EN
S
LO
CKER
W
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EN
S
LO
CKER
HONOR
GUA
RD
TO
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T
KIT
CHEN
JA
NIT
OR
MEN
S
SH
OW
ER
BREA
KROOM
UPUP
RECEPTION
ELECTRICAL
MENS
WOMENS
JANITOR
MECH.
KIOSK
CLOSET
BREEZEWAY
ASSISTANT
DIRECTOR
DIRECTOR
LOBBY
NEW
OFFICE
CORRIDOR
PROGRAM
ASSISTANT
PROGRAM
CLERK
JANITOR
MENS
RESTROOM
CORRIDOR
WOMENS
RESTROOM
WORKSTATION
WORKSTATION
WORKSTATION
OPERATIONS
CENTER
MECHANICAL
ROOM
MULTIPURPOSE
ROOM
HONOR
GUARD
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
AREA 1 AREA 2
AREA 3 AREA 4
CI100
OVERALL EXISTING SIGNAGE
INVENTORY AND SCHEDULE
EXISTING SIGN SCHEDULE FOOT NOTES:
[1] CONTRACTOR TO SOD DISTURBED AREAS AROUND SIGNS AND SECTION MARKERS AFTER WORK IS COMPLETED.
[2] REFER TO SECTION MARKER AND SECTION MARKER PLAQUE DETAILS ON SHEET CI830 FOR SECTION MARKER PANELS NOTED TO BE REPLACED.
[3] REFER TO SECTION MARKER COLLAR DETAIL ON SHEET CI830 FOR ALL SECTION MARKER COLLARS NOTED TO BE REPLACED.
[4] REFER TO SECTION MARKER DETAIL ON SHEETCI830 AND RESET POST TO BE VERTICAL FOR ALL SECTION MARKERS NOTED TO BE RESET.
[5] REFER TO SHEET CI200 FOR NEW SECTION MARKER LOCATIONS
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
EM
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18" HDPE (NFV)
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STD HW INV.=95.00
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4" HDPE (NFV)
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MH
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MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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MH
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EXISTING STORM SEWER OUTFALL HC PROJECT# 2008130
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90.90' FL 15" CPP
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15" CPP
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CURB INLET 96.81' TOP 91.32' (S) FL 15" CPP 91.34' (N) FL 12" CPP
AutoCAD SHX Text
DROP INLET RIM ELEVATION 96.21' 92.8' OUT (S) FL 18" R.C.P.
AutoCAD SHX Text
GRAPHICAL SCALE: 1" = 500'
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SEE DRAWING CI101
AutoCAD SHX Text
SEE DRAWING CI102
AutoCAD SHX Text
SEE DRAWING CI103
AutoCAD SHX Text
SEE DRAWING CI104
AutoCAD SHX Text Existing Sign Schedule [1]
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
TEXT
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text B4.1
AutoCAD SHX Text
COLUMBARIUM SECTION C2 C4
AutoCAD SHX Text B5.1
AutoCAD SHX Text
COLUMBARIUM SECTION C1
AutoCAD SHX Text B4.2
AutoCAD SHX Text
COLUMBARIUM SECTION C3 - C5
AutoCAD SHX Text B1.1
AutoCAD SHX Text
EXIT
AutoCAD SHX Text B4.3
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COLUMBARIUM SECTION C8 C9
AutoCAD SHX Text B4.4
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COLUMBARIUM SECTION C10 C11
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CHAPEL
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ON LAKESIDE
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WEST END OF MILITARY
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MIDDLE OF MILITARY
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EAST END OF MILITARY
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ON OAK
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NORTH END OF WOODLAWN
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MIDDLE OF WOODLAWN
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TYPE A - TRAFFIC AND REGULATORY SIGNS
AutoCAD SHX Text B2
AutoCAD SHX Text
EXIT
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ON WOODLAWN
AutoCAD SHX Text B1.3
AutoCAD SHX Text
EXIT
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AT MEMORIAL & PATRIOT
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TYPE B - DIRECTIONAL SIGNS
AutoCAD SHX Text A2.1
AutoCAD SHX Text
SPEED LIMIT
AutoCAD SHX Text
WEST END OF MILITARY
AutoCAD SHX Text A2.2
AutoCAD SHX Text
SPEED LIMIT
AutoCAD SHX Text A1.1
AutoCAD SHX Text
STOP
AutoCAD SHX Text A4.2
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text A1.2
AutoCAD SHX Text
STOP
AutoCAD SHX Text A1.3
AutoCAD SHX Text
EMPLOYEE PARKING
AutoCAD SHX Text A1.4
AutoCAD SHX Text
STOP
AutoCAD SHX Text A1.5
AutoCAD SHX Text
STOP
AutoCAD SHX Text A1.6
AutoCAD SHX Text
STOP
AutoCAD SHX Text A1.7
AutoCAD SHX Text
YIELD
AutoCAD SHX Text A2.3
AutoCAD SHX Text
SPEED LIMIT
AutoCAD SHX Text A1.8
AutoCAD SHX Text
STOP
AutoCAD SHX Text A1.9
AutoCAD SHX Text
STOP
AutoCAD SHX Text A2.4
AutoCAD SHX Text
SPEED LIMIT
AutoCAD SHX Text A1.10
AutoCAD SHX Text
STOP
AutoCAD SHX Text A2.5
AutoCAD SHX Text
SPEED LIMIT
AutoCAD SHX Text A4.6
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text A1.16
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STOP
AutoCAD SHX Text A1.17
AutoCAD SHX Text
STOP
AutoCAD SHX Text A4.9
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ONE WAY
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EAST END OF MEMORIAL
AutoCAD SHX Text A1.14
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STOP
AutoCAD SHX Text A4.8
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text A1.11
AutoCAD SHX Text
STOP
AutoCAD SHX Text A1.12
AutoCAD SHX Text
STOP
AutoCAD SHX Text A1.13
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STOP
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EAST END OF MEMORIAL
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SOUTH END OF EXPANSION AREA
AutoCAD SHX Text
SOUTH END OF EXPANSION AREA
AutoCAD SHX Text
SOUTH END OF EXPANSION AREA
AutoCAD SHX Text
MIDDLE OF MILITARY
AutoCAD SHX Text
MIDDLE OF MILITARY
AutoCAD SHX Text
INTERSECT OF MILITARY & LAKESIDE
AutoCAD SHX Text
INTERSECT OF MILITARY AND OAK
AutoCAD SHX Text
MIDDLE OF MILITARY
AutoCAD SHX Text
MIDDLE OF MILITARY
AutoCAD SHX Text
NORTH VETERANS CIRCLE
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MEMORIAL
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MILITARY
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MILITARY
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MILITARY
AutoCAD SHX Text
INTERSECT OF MILITARY & OAK
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ON OAK
AutoCAD SHX Text
ON OAK
AutoCAD SHX Text
INTERSECT OF WOODLAWN & OAK
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INTERSECT OF WOODLAWN & OAK
AutoCAD SHX Text
ON PINE
AutoCAD SHX Text
ON PINE
AutoCAD SHX Text
INTERSECT OF WOODLAWN & MEMORIAL
AutoCAD SHX Text
INTERSECT OF WOODLAWN & MEMORIAL
AutoCAD SHX Text
NORTH END OF WOODLAWN
AutoCAD SHX Text A3
AutoCAD SHX Text
STAFF ONLY
AutoCAD SHX Text
EAST END OF MEMORIAL
AutoCAD SHX Text
STOP
AutoCAD SHX Text A8
AutoCAD SHX Text A1.18
AutoCAD SHX Text
STOP
AutoCAD SHX Text A7.1
AutoCAD SHX Text
CEMETERY VEHICLES ONLY
AutoCAD SHX Text
ON LAKESIDE
AutoCAD SHX Text A10
AutoCAD SHX Text
WRONG WAY
AutoCAD SHX Text
ON MEMORIAL
AutoCAD SHX Text A10.1
AutoCAD SHX Text
WRONG WAY
AutoCAD SHX Text
ON VETERANS CIRCLE
AutoCAD SHX Text
ON VETERANS CIRCLE
AutoCAD SHX Text A4.11
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text A9
AutoCAD SHX Text
ADA PARKING
AutoCAD SHX Text
THOMAS CIRCLE PARKING
AutoCAD SHX Text A9.1
AutoCAD SHX Text
ADA PARKING
AutoCAD SHX Text
THOMAS CIRCLE PARKING
AutoCAD SHX Text A9.2
AutoCAD SHX Text
ADA PARKING
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THOMAS CIRCLE PARKING
AutoCAD SHX Text A9.3
AutoCAD SHX Text
ADA PARKING
AutoCAD SHX Text
THOMAS CIRCLE PARKING
AutoCAD SHX Text A2.6
AutoCAD SHX Text
SPEED LIMIT
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ON MILITARY
AutoCAD SHX Text A2.7
AutoCAD SHX Text
SPEED LIMIT
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VETERANS CIRCLE
AutoCAD SHX Text A10.2
AutoCAD SHX Text
WRONG WAY - BLANK
AutoCAD SHX Text
ON VETERANS CIRCLE
AutoCAD SHX Text A10.3
AutoCAD SHX Text
WRONG WAY
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ON VETERANS CIRCLE
AutoCAD SHX Text A2.8
AutoCAD SHX Text
SPEED LIMIT
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VETERANS CIRCLE
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ON VETERANS CIRCLE
AutoCAD SHX Text A4.12
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text
INTERSECT OF WOODLAWN & MEMORIAL
AutoCAD SHX Text A1.19
AutoCAD SHX Text
STOP
AutoCAD SHX Text B2.1
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
AT WOODLAWN + MEMORIAL
AutoCAD SHX Text
INTERSECT OF WOODLAWN & MEMORIAL
AutoCAD SHX Text A1.20
AutoCAD SHX Text
STOP
AutoCAD SHX Text
ON MEMORIAL BLVD
AutoCAD SHX Text A4.13
AutoCAD SHX Text
ONE WAY
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TYPE
AutoCAD SHX Text
TEXT
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LOCATION
AutoCAD SHX Text D1.34
AutoCAD SHX Text
SEC L & K
AutoCAD SHX Text D1.35
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SEC L
AutoCAD SHX Text D1.36
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SEC D
AutoCAD SHX Text D1.37
AutoCAD SHX Text
SEC O
AutoCAD SHX Text D1.38
AutoCAD SHX Text
SEC F & E
AutoCAD SHX Text D1.39
AutoCAD SHX Text
SEC O
AutoCAD SHX Text D1.04
AutoCAD SHX Text
SEC S1
AutoCAD SHX Text D1.40
AutoCAD SHX Text
SEC P
AutoCAD SHX Text D1.41
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SEC P
AutoCAD SHX Text D1.42
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SEC I
AutoCAD SHX Text D1.43
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SEC N3
AutoCAD SHX Text D1.44
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SEC N3
AutoCAD SHX Text D1.45
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SEC N1
AutoCAD SHX Text D1.46
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SEC N2
AutoCAD SHX Text D1.47
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SEC N1
AutoCAD SHX Text D1.48
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SEC M1
AutoCAD SHX Text D1.49
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SEC M1
AutoCAD SHX Text D1.05
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SEC S2
AutoCAD SHX Text D1.50
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SEC L
AutoCAD SHX Text D1.51
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SEC M2
AutoCAD SHX Text D1.52
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SEC K2
AutoCAD SHX Text D1.53
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SEC K2
AutoCAD SHX Text D1.54
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SEC K1
AutoCAD SHX Text D1.55
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SEC G2
AutoCAD SHX Text D1.56
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SEC K1
AutoCAD SHX Text D1.57
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SEC G2
AutoCAD SHX Text D1.58
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SEC G3
AutoCAD SHX Text D1.59
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SEC G1
AutoCAD SHX Text D1.06
AutoCAD SHX Text
SEC S3
AutoCAD SHX Text D1.60
AutoCAD SHX Text
SEC G1
AutoCAD SHX Text D1.62
AutoCAD SHX Text
SEC G
AutoCAD SHX Text D1.63
AutoCAD SHX Text
SEC J
AutoCAD SHX Text D1.64
AutoCAD SHX Text
SEC B
AutoCAD SHX Text D1.65
AutoCAD SHX Text
SEC A
AutoCAD SHX Text D1.66
AutoCAD SHX Text
SEC MA
AutoCAD SHX Text D1.07
AutoCAD SHX Text
SEC S3
AutoCAD SHX Text D1.08
AutoCAD SHX Text
SEC B
AutoCAD SHX Text D1.09
AutoCAD SHX Text
SEC B
AutoCAD SHX Text D1.67
AutoCAD SHX Text
SEC V
AutoCAD SHX Text D1.68
AutoCAD SHX Text
SEC V1
AutoCAD SHX Text D1.69
AutoCAD SHX Text
SEC W
AutoCAD SHX Text D1.70
AutoCAD SHX Text
SEC W1
AutoCAD SHX Text D1.74
AutoCAD SHX Text
SEC Y1
AutoCAD SHX Text
SEC V
AutoCAD SHX Text
SEC V1
AutoCAD SHX Text
SEC W
AutoCAD SHX Text
SEC W1
AutoCAD SHX Text
SEC Y1
AutoCAD SHX Text
SEC L & K
AutoCAD SHX Text
SEC L
AutoCAD SHX Text
SEC D
AutoCAD SHX Text
SEC O
AutoCAD SHX Text
SEC F & E
AutoCAD SHX Text
SEC O
AutoCAD SHX Text
SEC S1
AutoCAD SHX Text
SEC P
AutoCAD SHX Text
SEC P
AutoCAD SHX Text
SEC I
AutoCAD SHX Text
SEC N3
AutoCAD SHX Text
SEC N3
AutoCAD SHX Text
SEC N1
AutoCAD SHX Text
SEC N2
AutoCAD SHX Text
SEC N1
AutoCAD SHX Text
SEC M1
AutoCAD SHX Text
SEC M1
AutoCAD SHX Text
SEC S2
AutoCAD SHX Text
SEC L
AutoCAD SHX Text
SEC M2
AutoCAD SHX Text
SEC K2
AutoCAD SHX Text
SEC K2
AutoCAD SHX Text
SEC K1
AutoCAD SHX Text
SEC G2
AutoCAD SHX Text
SEC K1
AutoCAD SHX Text
SEC G2
AutoCAD SHX Text
SEC G3
AutoCAD SHX Text
SEC G1
AutoCAD SHX Text
SEC S3
AutoCAD SHX Text
SEC G1
AutoCAD SHX Text
SEC G
AutoCAD SHX Text
SEC J
AutoCAD SHX Text
SEC B
AutoCAD SHX Text
SEC A
AutoCAD SHX Text
SEC MA
AutoCAD SHX Text
SEC S3
AutoCAD SHX Text
SEC B
AutoCAD SHX Text
SEC B
AutoCAD SHX Text D1.77
AutoCAD SHX Text
SEC R
AutoCAD SHX Text
SEC R
AutoCAD SHX Text D1.78
AutoCAD SHX Text
SEC R1
AutoCAD SHX Text
SEC R1
AutoCAD SHX Text D1.79
AutoCAD SHX Text
SEC R1
AutoCAD SHX Text
SEC R1
AutoCAD SHX Text D1.80
AutoCAD SHX Text
SEC P
AutoCAD SHX Text
SEC P
AutoCAD SHX Text D1.81
AutoCAD SHX Text
SEC I
AutoCAD SHX Text
SEC I
AutoCAD SHX Text D1.82
AutoCAD SHX Text
SEC BLANK
AutoCAD SHX Text
SEC BLANK
AutoCAD SHX Text D1.83
AutoCAD SHX Text
SEC BLANK
AutoCAD SHX Text
SEC BLANK
AutoCAD SHX Text D1.84
AutoCAD SHX Text
SEC C + D
AutoCAD SHX Text
SEC C + D
AutoCAD SHX Text D1.85
AutoCAD SHX Text
SEC T
AutoCAD SHX Text
SEC T
AutoCAD SHX Text D1.86
AutoCAD SHX Text
SEC T1
AutoCAD SHX Text
SEC T1
AutoCAD SHX Text D1.87
AutoCAD SHX Text
SEC T1
AutoCAD SHX Text
SEC T1
AutoCAD SHX Text D1.88
AutoCAD SHX Text
SEC M2
AutoCAD SHX Text
SEC M2
AutoCAD SHX Text D1.89
AutoCAD SHX Text
SEC N2
AutoCAD SHX Text
SEC N2
AutoCAD SHX Text D1.90
AutoCAD SHX Text
SEC N4
AutoCAD SHX Text
SEC N4
AutoCAD SHX Text D1.91
AutoCAD SHX Text
SEC N5
AutoCAD SHX Text
SEC N5
AutoCAD SHX Text D1.92
AutoCAD SHX Text
SEC N5
AutoCAD SHX Text
SEC N5
AutoCAD SHX Text D1.93
AutoCAD SHX Text
SEC Z
AutoCAD SHX Text
SEC Z
AutoCAD SHX Text D1.94
AutoCAD SHX Text
SEC N4
AutoCAD SHX Text
SEC N4
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
TEXT
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
TYPE D - SECTION MARKER SIGNS
AutoCAD SHX Text F1.01
AutoCAD SHX Text
MILITARY & OAK
AutoCAD SHX Text F1.10
AutoCAD SHX Text
MEMORIAL & WOODLAWN
AutoCAD SHX Text F1.11
AutoCAD SHX Text
WOODLAWN & PINE
AutoCAD SHX Text F1.12
AutoCAD SHX Text
LAKESIDE + MILITARY
AutoCAD SHX Text F1.2
AutoCAD SHX Text
VETERANS CIRCLE (DOUBLE FACE)
AutoCAD SHX Text F1.3
AutoCAD SHX Text
THOMAS CIRCLE (DOUBLE FACE)
AutoCAD SHX Text F1.4
AutoCAD SHX Text
MILITARY (DOUBLE FACE)
AutoCAD SHX Text F1.5
AutoCAD SHX Text
MILITARY & VETERANS CIRCLE
AutoCAD SHX Text F1.6
AutoCAD SHX Text
WOODLAWN & OAK
AutoCAD SHX Text F1.7
AutoCAD SHX Text
VETERANS CIRCLE & PINE
AutoCAD SHX Text F1.8
AutoCAD SHX Text
VETERANS CIRCLE & MEMORIAL
AutoCAD SHX Text F1.9
AutoCAD SHX Text
VETERANS CIRCLE (DOUBLE FACE)
AutoCAD SHX Text E2.8
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.9
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.10
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.11
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.2
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.3
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.4
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.6
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text E2.7
AutoCAD SHX Text
FLORAL REGULATIONS
AutoCAD SHX Text F1.13
AutoCAD SHX Text
PATRIOT (DOUBLE FACE)
AutoCAD SHX Text F1.14
AutoCAD SHX Text
FREEDOM DRIVE (DOUBLE FACE)
AutoCAD SHX Text
NORTH END OF EXPANSION AREA
AutoCAD SHX Text
SOUTH END OF EXPANSION AREA
AutoCAD SHX Text
INTERSECT OF MILITARY & LAKESIDE
AutoCAD SHX Text
MIDDLE OF MILITARY
AutoCAD SHX Text
NORTH VETERANS CIRCLE
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MEMORIAL
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MEMORIAL
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MILITARY
AutoCAD SHX Text
INTERSECT VETERANS CIRCLE & MILITARY
AutoCAD SHX Text
INTERSECT OF MILITARY & THOMAS CIRCLE
AutoCAD SHX Text
INTERSECT OF MILITARY & THOMAS CIRCLE
AutoCAD SHX Text
MIDDLE OF MILITARY
AutoCAD SHX Text
INTERSECT OF MILITARY & OAK
AutoCAD SHX Text
INTERSECT OF MILITARY & OAK
AutoCAD SHX Text
INTERSECT OF WOODLAWN & OAK
AutoCAD SHX Text
WEST END OF WOODLAWN
AutoCAD SHX Text
ON PINE
AutoCAD SHX Text
ON PINE
AutoCAD SHX Text
NORTH END OF WOODLAWN
AutoCAD SHX Text
INTERSECT OF WOODLAWN & MEMORIAL
AutoCAD SHX Text
INTERSECT OF WOODLAWN & MEMORIAL
AutoCAD SHX Text
NORTH END OF WOODLAWN
AutoCAD SHX Text
SOUTH END OF WOODLAWN
AutoCAD SHX Text
TYPE E - PROHIBITION SIGNS
AutoCAD SHX Text E3.1
AutoCAD SHX Text
WETLAND DESCRIPTION
AutoCAD SHX Text E3.2
AutoCAD SHX Text
WETLAND DESCRIPTION
AutoCAD SHX Text E3.3
AutoCAD SHX Text
WETLAND DESCRIPTION
AutoCAD SHX Text E3.4
AutoCAD SHX Text
WETLAND DESCRIPTION
AutoCAD SHX Text
INTERSECT OF MILITARY & OAK
AutoCAD SHX Text
NORTH END OF WOODLAWN
AutoCAD SHX Text
ON LAKESIDE
AutoCAD SHX Text
MIDDLE OF WOODLAWN
AutoCAD SHX Text
TYPE F - STREET SIGNS
AutoCAD SHX Text F2.0
AutoCAD SHX Text F2.2
AutoCAD SHX Text
FREEDOM + WOODLAWN
AutoCAD SHX Text
INTERSECT FREEDOM + WOODLAWN
AutoCAD SHX Text
FREEDOM + WOODLAWN
AutoCAD SHX Text
INTERSECT FREEDOM + WOODLAWN
AutoCAD SHX Text E4
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON MILITARY
AutoCAD SHX Text E4.1
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON MILITARY
AutoCAD SHX Text G1
AutoCAD SHX Text
CONGRESSMAN ALBERT THOMAS SIGN
AutoCAD SHX Text G2
AutoCAD SHX Text
FLOWER REMOVAL SIGN
AutoCAD SHX Text G2.1
AutoCAD SHX Text
FLOWER REMOVAL SIGN
AutoCAD SHX Text
THOMAS CIRCLE
AutoCAD SHX Text
MEMORIAL
AutoCAD SHX Text
MEMORIAL
AutoCAD SHX Text
TYPE G - INFORMATIONAL SIGNS
AutoCAD SHX Text E4.2
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON MILITARY
AutoCAD SHX Text E4.3
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON VETERANS CIRCLE
AutoCAD SHX Text E4.4
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON WOODLAWN
AutoCAD SHX Text E4.5
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON WOODLAWN
AutoCAD SHX Text E5
AutoCAD SHX Text
NO FISHING
AutoCAD SHX Text
ON WOODLAWN
AutoCAD SHX Text E5.1
AutoCAD SHX Text
NO FISHING/GOVERNMENT VEHICLES
AutoCAD SHX Text
ON WOODLAWN
AutoCAD SHX Text D1.95
AutoCAD SHX Text
SEC U2
AutoCAD SHX Text
SEC U2
AutoCAD SHX Text E4.6
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON PATRIOT
AutoCAD SHX Text D1.96
AutoCAD SHX Text
SEC U2
AutoCAD SHX Text
SEC U2
AutoCAD SHX Text D1.97
AutoCAD SHX Text
SEC U1
AutoCAD SHX Text
SEC U1
AutoCAD SHX Text D1.98
AutoCAD SHX Text
SEC U1
AutoCAD SHX Text
SEC U1
AutoCAD SHX Text D1.99
AutoCAD SHX Text
SEC U
AutoCAD SHX Text
SEC U
AutoCAD SHX Text D1.100
AutoCAD SHX Text
SEC U
AutoCAD SHX Text
SEC U
AutoCAD SHX Text E5.2
AutoCAD SHX Text
NO FISHING
AutoCAD SHX Text
ON FREEDOM
AutoCAD SHX Text D1.101
AutoCAD SHX Text
SEC 2
AutoCAD SHX Text
SEC 2
AutoCAD SHX Text D1.102
AutoCAD SHX Text
SEC 2
AutoCAD SHX Text
SEC 2
AutoCAD SHX Text D1.103
AutoCAD SHX Text
SEC 1
AutoCAD SHX Text
SEC 1
AutoCAD SHX Text D1.104
AutoCAD SHX Text
SEC 1
AutoCAD SHX Text
SEC 1
AutoCAD SHX Text D1.105
AutoCAD SHX Text
SEC G4
AutoCAD SHX Text
SEC G4
AutoCAD SHX Text D1.106
AutoCAD SHX Text
SEC G4
AutoCAD SHX Text
SEC G4
AutoCAD SHX Text E4.7
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON FREEDOM
AutoCAD SHX Text D1.107
AutoCAD SHX Text
SEC T
AutoCAD SHX Text
SEC T
AutoCAD SHX Text D1.108
AutoCAD SHX Text
SEC G2
AutoCAD SHX Text
SEC G2
AutoCAD SHX Text D1.109
AutoCAD SHX Text
SEC G1
AutoCAD SHX Text
SEC G1
AutoCAD SHX Text D1.110
AutoCAD SHX Text
SEC G
AutoCAD SHX Text
SEC G
AutoCAD SHX Text E4.8
AutoCAD SHX Text
ATTACHMENTS PROHIBITED SIGN
AutoCAD SHX Text
ON MEMORIAL BLVD
AutoCAD SHX Text D1.111
AutoCAD SHX Text
SEC MEM
AutoCAD SHX Text
SEC MEM
AutoCAD SHX Text D1.112
AutoCAD SHX Text
SEC B
AutoCAD SHX Text
SEC B
AutoCAD SHX Text G3
AutoCAD SHX Text
SHERIFF SIGN
AutoCAD SHX Text
MEMORIAL
AutoCAD SHX Text G1.1
AutoCAD SHX Text
MEDAL OF HONOR MCNERNEY
AutoCAD SHX Text G1.2
AutoCAD SHX Text
MEDAL OF HONOR KNIGHT
AutoCAD SHX Text
THOMAS CIRCLE
AutoCAD SHX Text
THOMAS CIRCLE
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
REPLACE COLLAR AND RESET [3][4]
AutoCAD SHX Text
TYPE C - IDENTIFICATION SIGNS
AutoCAD SHX Text C1.1
AutoCAD SHX Text
COMMITTAL SHELTER A
AutoCAD SHX Text C2.1
AutoCAD SHX Text
EMPLOYEE PARKING
AutoCAD SHX Text C2.2
AutoCAD SHX Text
VISITOR PARKING
AutoCAD SHX Text C1.2
AutoCAD SHX Text
COMMITTAL SHELTER B
AutoCAD SHX Text C1.3
AutoCAD SHX Text
COMMITTAL SHELTER C
AutoCAD SHX Text C3
AutoCAD SHX Text
VISITOR INFORMATION
AutoCAD SHX Text C4
AutoCAD SHX Text
CEMETERY OFFICE
AutoCAD SHX Text C2.3
AutoCAD SHX Text
VISITOR PARKING
AutoCAD SHX Text C5
AutoCAD SHX Text
CHAPEL
AutoCAD SHX Text C2.4
AutoCAD SHX Text
VISITOR PARKING
AutoCAD SHX Text
ON LAKESIDE
AutoCAD SHX Text
NORTH THOMAS CIRCLE
AutoCAD SHX Text
INTERSECT OF MILITARY & OAK
AutoCAD SHX Text
INTERSECT OF MILITARY & OAK
AutoCAD SHX Text
ON OAK
AutoCAD SHX Text
ON OAK
AutoCAD SHX Text
SOUTH THOMAS CIRCLE
AutoCAD SHX Text
EAST THOMAS CIRCLE
AutoCAD SHX Text
NORTH END OF WOODLAWN
AutoCAD SHX Text
MIDDLE OF WOODLAWN
AutoCAD SHX Text C6
AutoCAD SHX Text
FUNERAL LANES
AutoCAD SHX Text
THOMAS CIRCLE
AutoCAD SHX Text C6.1
AutoCAD SHX Text
FUNERAL LANES
AutoCAD SHX Text
MEMORIAL BLVD
AutoCAD SHX Text C1.5
AutoCAD SHX Text
COMMITTAL SHELTER D
AutoCAD SHX Text
PATRIOT DRIVE
AutoCAD SHX Text C2.5
AutoCAD SHX Text
VISITOR PARKING
AutoCAD SHX Text
ON OAK
AutoCAD SHX Text D1.32
AutoCAD SHX Text
SEC K
AutoCAD SHX Text D1.33
AutoCAD SHX Text
SEC D
AutoCAD SHX Text
SEC K
AutoCAD SHX Text
SEC D
AutoCAD SHX Text D1.01
AutoCAD SHX Text
SEC S1
AutoCAD SHX Text D1.10
AutoCAD SHX Text
SEC C
AutoCAD SHX Text D1.11
AutoCAD SHX Text
SEC C
AutoCAD SHX Text D1.12
AutoCAD SHX Text
SEC HB
AutoCAD SHX Text D1.13
AutoCAD SHX Text
SEC D & C
AutoCAD SHX Text D1.14
AutoCAD SHX Text
SEC D
AutoCAD SHX Text D1.15
AutoCAD SHX Text
SEC F
AutoCAD SHX Text D1.17
AutoCAD SHX Text
SEC HA
AutoCAD SHX Text D1.18
AutoCAD SHX Text
SEC E
AutoCAD SHX Text D1.19
AutoCAD SHX Text
SEC E
AutoCAD SHX Text D1.02
AutoCAD SHX Text
SEC R
AutoCAD SHX Text D1.20
AutoCAD SHX Text
SEC I
AutoCAD SHX Text D1.21
AutoCAD SHX Text
SEC R1
AutoCAD SHX Text D1.22
AutoCAD SHX Text
SEC Q
AutoCAD SHX Text D1.23
AutoCAD SHX Text
SEC Q
AutoCAD SHX Text D1.24
AutoCAD SHX Text
SEC A
AutoCAD SHX Text D1.25
AutoCAD SHX Text
SEC A
AutoCAD SHX Text D1.26
AutoCAD SHX Text
SEC A
AutoCAD SHX Text D1.29
AutoCAD SHX Text
SEC B
AutoCAD SHX Text D1.03
AutoCAD SHX Text
SEC S1
AutoCAD SHX Text D1.30
AutoCAD SHX Text
SEC J
AutoCAD SHX Text
SEC E
AutoCAD SHX Text
SEC E
AutoCAD SHX Text
SEC R
AutoCAD SHX Text
SEC I
AutoCAD SHX Text
SEC R1
AutoCAD SHX Text
SEC Q
AutoCAD SHX Text
SEC Q
AutoCAD SHX Text
SEC A
AutoCAD SHX Text
SEC A
AutoCAD SHX Text
SEC A
AutoCAD SHX Text
SEC B
AutoCAD SHX Text
SEC S1
AutoCAD SHX Text
SEC J
AutoCAD SHX Text
SEC S1
AutoCAD SHX Text
SEC C
AutoCAD SHX Text
SEC C
AutoCAD SHX Text
SEC HB
AutoCAD SHX Text
SEC D & C
AutoCAD SHX Text
SEC D
AutoCAD SHX Text
SEC F
AutoCAD SHX Text
SEC HA
AutoCAD SHX Text
TYPE D - SECTION MARKER SIGNS
AutoCAD SHX Text B8
AutoCAD SHX Text
COLUMBARIUM C14 - C17
AutoCAD SHX Text
MIDDLE OF PATRIOT
AutoCAD SHX Text B9
AutoCAD SHX Text
COLUMBARIUM C14, C15 - C17
AutoCAD SHX Text
MIDDLE OF PATRIOT
AutoCAD SHX Text B10
AutoCAD SHX Text
SECTION 1 & 2
AutoCAD SHX Text
ON FREEDOM
AutoCAD SHX Text B10.1
AutoCAD SHX Text
SECTION 1 & 2
AutoCAD SHX Text
ON FREEDOM
AutoCAD SHX Text B11.1
AutoCAD SHX Text
PIC & RESTROOMS
AutoCAD SHX Text
ON OAK
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
TEXT
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
TYPE B - DIRECTIONAL SIGNS
AutoCAD SHX Text
TYPE A - TRAFFIC AND REGULATORY SIGNS
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
REPLACE PANEL AND COLLAR [2][3]
AutoCAD SHX Text
REPLACE PANEL, FIX COLLAR [2][3]
AutoCAD SHX Text
REPLACE PANEL AND COLLAR [2][3]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REMOVE [5]
AutoCAD SHX Text
REPLACE PANEL AND COLLAR [2][3]
AutoCAD SHX Text
BLANK POST
AutoCAD SHX Text
NON-STANDARD METAL SIGN
AutoCAD SHX Text
LEANING + FAR FROM ROAD
AutoCAD SHX Text
BLANK POST
AutoCAD SHX Text
REPLACE MISSING COLLAR
AutoCAD SHX Text
REPLACE BOLTS
AutoCAD SHX Text
REPLACE COLLAR
AutoCAD SHX Text
EMPLOYEE PARKING ONLY
AutoCAD SHX Text
STAINED - REPLACE POST
AutoCAD SHX Text
DAMAGED - REPLACE SIGN
AutoCAD SHX Text
CHIPPED COLLAR
AutoCAD SHX Text
CHIPPED COLLAR
AutoCAD SHX Text
REMOVE SIGN
AutoCAD SHX Text
RELOCATE SIGN PANEL
AutoCAD SHX Text
NON-STANDARD METAL SIGN
AutoCAD SHX Text
NON-STANDARD METAL SIGN
AutoCAD SHX Text
SLIGHT LEAN
AutoCAD SHX Text
REPLACE SIGN PANEL
AutoCAD SHX Text
NON STANDARD, REPLACE
AutoCAD SHX Text
GRANITE - REMOVE [5]
AutoCAD SHX Text
REPLACE PANEL AND BOLTS
AutoCAD SHX Text
REPLACE BOTTOM BOAT
AutoCAD SHX Text
REPLACE BOLT
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
REPLACE BOTTOM MOUNT
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
SIGN TO BE REMOVED
AutoCAD SHX Text
STAINING REPLACE SIGN
AutoCAD SHX Text
REPLACE COLLAR
AutoCAD SHX Text
STAINING ON COLLAR
AutoCAD SHX Text
REPLACE COLLAR
AutoCAD SHX Text Existing Sign Schedule [1]
AutoCAD SHX Text Existing Sign Schedule [1]
AutoCAD SHX Text Existing Sign Schedule [1]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD SHX Text
REPLACE PANEL [2}]
AutoCAD…
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