S02 VA813-028 IGNC Phase 5 Drawing_Sheets 97-123.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JCH WCS

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

# Revisions Date

Sprinkler Status

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.aeworks.com

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

AL

TE

RN

AT

E

® CJ501

SWM DETAILS

IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM

1. STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.

2. STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.

STORMTECH RECOMMENDS 3 BACKFILL METHODS:

· STONESHOOTER LOCATED OFF THE CHAMBER BED.

· BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.

· BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.

4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.

5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.

6. MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS.

7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).

8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER.

9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE

RUNOFF.

NOTES FOR CONSTRUCTION EQUIPMENT

1. STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:

· NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.

· NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION

GUIDE".

· WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.

USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE

"DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY.

CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.

SC-310 STORMTECH CHAMBER SPECIFICATIONS

1. CHAMBERS SHALL BE STORMTECH SC-310 OR EQUIVALENT.

2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE OR POLYETHYLENE COPOLYMERS.

3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION

CHAMBERS".

4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.

5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT

AND MULTIPLE VEHICLE PRESENCES.

6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.

7. REQUIREMENTS FOR HANDLING AND INSTALLATION:

· TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.

· TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.

· TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. THE ASC IS DEFINED IN SECTION

6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE

GOLD OR YELLOW COLORS.

8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:

· THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.

· THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM

F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.

· THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2922 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.

9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.

6" (150 mm)

NOTES

· MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE.

· DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD

COMPONENTS IN THE FIELD.

· THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.

· THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE

SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED.

· THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY.

INSPECTION PORT (TYP 2 PLACES)

ISOLATOR ROW PLUS

(SEE DETAIL / TYP 2 PLACES)

OUTLET STRUCTURE (OS-8) PER PLAN

MAXIMUM OUTLET FLOW 11.0 CFS

PLACE MINIMUM 12.5' OF ADSPLUS125 WOVEN GEOTEXTILE

OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET

FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS

12" PREFABRICATED END CAP, PART# SC310EPE12B

TYP OF ALL SC-310 12" BOTTOM CONNECTIONS

PROPOSED LAYOUT

120 STORMTECH SC-310 CHAMBERS

24 STORMTECH SC-310 END CAPS

14 STONE ABOVE (in) 6 STONE BELOW (in)

40 % STONE VOID

5,257 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)

3,495 SYSTEM AREA (ft²) 251 SYSTEM PERIMETER (ft)

PROPOSED ELEVATIONS

511.33 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)

505.33 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)

504.83 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)

504.83 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)

504.83 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)

504.50 TOP OF STONE

503.33 TOP OF SC-310 CHAMBER

502.08 30" X 12" CROWN MATCHING MANIFOLD INVERT (12" PIPE)

502.08 18" X 12" CROWN MATCHING MANIFOLD INVERT (12" PIPE)

502.08 12" ISOLATOR ROW PLUS CONNECTION INVERT

502.00 BOTTOM OF SC-310 CHAMBER

501.58 18" X 12" CROWN MATCHING MANIFOLD INVERT (18" PIPE)

501.50 BOTTOM OF STONE

500.59 30" X 12" CROWN MATCHING MANIFOLD INVERT (30" PIPE)

12" PREFABRICATED END CAP, PART# SC310EPE12BR

TYP OF ALL SC-310 12" ISOLATOR ROW PLUS CONNECTIONS

30" X 12" ADS N-12 CROWN MATCHING REDUCING MANIFOLD

12" INVERT 0.9" ABOVE CHAMBER BASE

30" INVERT 16.95" BELOW CHAMBER BASE

18" X 12" ADS N-12 CROWN MATCHING REDUCING MANIFOLD

12" INVERT 0.9" ABOVE CHAMBER BASE

18" INVERT 5.0" BELOW CHAMBER BASE

MAXIMUM INLET FLOW 13.0 CFS

STRUCTURE PER

PLAN W/WEIR

STRUCTURE PER

PLAN W/WEIR

84.21'

72.37'

.5

0'

.5

0'

SUMP DEPTH TBD BY

SITE DESIGN ENGINEER

(24" [600 mm] MIN RECOMMENDED)

CATCH BASIN

OR MANHOLE

SC-310 ISOLATOR ROW PLUS DETAIL

NTS

OPTIONAL INSPECTION PORT

SC-310 END CAP

COVER ENTIRE ISOLATOR ROW PLUS WITH ADS

GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE

5' (1.5 m) MIN WIDE

SC-310 CHAMBERSTORMTECH HIGHLY RECOMMENDS

FLEXSTORM INSERTS IN ANY UPSTREAM

STRUCTURES WITH OPEN GRATES

ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN

FOUNDATION STONE AND CHAMBERS

4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS

12" (300 mm) HDPE ACCESS PIPE REQUIRED

USE FACTORY PRE-FABRICATED END CAP

WITH FLAMP PART #: SC310EPE12BR

WEIR

WEIR HEIGHT TBD BY

SITE DESIGN ENGINEER

ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS

PLEASE NOTE:

1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".

2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.

3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR

COMPACTION REQUIREMENTS.

4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.

NOTES:

1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION

CHAMBERS".

2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION

CHAMBERS".

3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH

CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.

4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.

5. REQUIREMENTS FOR HANDLING AND INSTALLATION:

· TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.

· TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.

· TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400

LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR

YELLOW COLORS.

MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL

CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT

D

FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF

THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR

UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE

MAY BE PART OF THE 'D' LAYER.

ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.

CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A

PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED

INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND

PREPARATION REQUIREMENTS.

C

INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP

OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE

TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A

PART OF THE 'C' LAYER.

GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR

PROCESSED AGGREGATE.

MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS

LAYER.

AASHTO M145¹

A-1, A-2-4, A-3

OR

AASHTO M43¹

3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10

BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER

THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN

6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR

WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR

PROCESSED AGGREGATE MATERIALS. ROLLER GROSS

VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC

FORCE NOT TO EXCEED 20,000 lbs (89 kN).

B

EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE

FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹

3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.

A

FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE

UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹

3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3

D C

B

A

18" (450 mm) MIN*

8' (2.4 m)

MAX

6" (150 mm)

MIN

12" (300 mm) MIN 12" (300 mm) MIN34" (864 mm)6" (150 mm) MIN

ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND

CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS

*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED

INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY

OCCUR, INCREASE COVER TO 24" (600 mm).

PERIMETER STONE

(SEE NOTE 4)

EXCAVATION WALL

(CAN BE SLOPED OR VERTICAL)

SC-310

END CAP SUBGRADE SOILS

(SEE NOTE 3)

PAVEMENT LAYER (DESIGNED

BY SITE DESIGN ENGINEER)

DEPTH OF STONE TO BE DETERMINED

BY SITE DESIGN ENGINEER 6" (150 mm) MIN

16" (406 mm)

INSPECTION & MAINTENANCE

STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT

A. INSPECTION PORTS (IF PRESENT)

A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN

A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED

A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.

B. ALL ISOLATOR PLUS ROWS

B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS

B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE

i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY

ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE

B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.

STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS

A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED

B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN

C. VACUUM STRUCTURE SUMP AS REQUIRED

STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.

STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.

NOTES

1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS

OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.

2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.

NOTE:

INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST.

STORMTECH CHAMBER

CONCRETE COLLAR

PAVEMENT

12" (300 mm) MIN WIDTH

CONCRETE SLAB

6" (150 mm) MIN THICKNESS

4" PVC INSPECTION PORT DETAIL

(SC SERIES CHAMBER)

NTS

8" NYLOPLAST INSPECTION PORT

BODY (PART# 2708AG4IPKIT) OR

TRAFFIC RATED BOX W/SOLID

LOCKING COVER

CONCRETE COLLAR NOT REQUIRED

FOR UNPAVED APPLICATIONS

4" (100 mm)

SDR 35 PIPE

4" (100 mm) INSERTA TEE

TO BE CENTERED ON

CORRUGATION CREST

NOMINAL CHAMBER SPECIFICATIONS

SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE* 31.0 CUBIC FEET (0.88 m³) WEIGHT 35.0 lbs. (16.8 kg)

*ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS

BUILD ROW IN THIS DIRECTION

SC-310 TECHNICAL SPECIFICATION

NTS

OVERLAP NEXT CHAMBER HERE

(OVER SMALL CORRUGATION)

START END

34.0" (864 mm)

16.0" (406 mm)

90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH

A A

B C

9.9" (251 mm)

15.6" (396 mm)

PART # STUB A B C

SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm)

5.8" (147 mm) --- SC310EPE06B / SC310EPE06BPC --- 0.5" (13 mm) SC310EPE08T / SC310EPE08TPC 8" (200 mm) 11.9" (302 mm)

3.5" (89 mm) --- SC310EPE08B / SC310EPE08BPC --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm)

1.4" (36 mm) --- SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm)

SC310EPE12B 12" (300 mm) 13.5" (343 mm) --- 0.9" (23 mm) SC310EPE12BR 12" (300 mm) 13.5" (343 mm) --- 0.9" (23 mm)

ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694.

* FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm).

BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.

NOTE: ALL DIMENSIONS ARE NOMINAL

PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR"

PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"

PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"

PRE CORED END CAPS END WITH "PC"

OS-8 WEIR PLATE DETAIL

NOT TO SCALE5

1.25' (15")

1.9 2'

(2 3"

5'

TOP ELEVATION = 504.25

ELEVATION = 502.33

BOTTOM ELEVATION = 501.50

NOTE: THE FOLLOWING DETAILS ARE FOR ADD ALTERNATE 4: HONOR GUARD REPLACEMENT

DWG 97 of 302

A

7'-2"' MIN.

5'' -0

LIFTING LUG (TYP.)

3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4 RISERS PER

CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER CRYPT TOTAL

(TYP.); SHOW ON SHOP DWGS.

2"' MIN.2"' MIN.

INNER SHELF EDGE

7'-6"'

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

" M

IN

. C

LE

AR

H T.

FR

OM

LO

W

ES

T

PA

RT

OF

IN

NE

R

SH

EL

F

TO

TO

P

OF

C

AS

KE

T

RI

SE

RS

" M

IN

. C

LE

AR

H T.

FR

OM

H

IG

HE

ST

P

AR

T

OF

IN

NE

R

SH

EL

F

TO

UN

DE

RS

ID

E

OF

C

RY

PT

LI

D

CRYPT LID

4'- 51 2"'

2"' MIN. 2"' MIN.

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

2'-6"' MIN.

4'- 5"

5'' -0

2'-10"'

INNER SHELF EDGE

3"

31 2"'

CRYPT LID

NOTE: SIDE STIFFENING RIBS NOT SHOWN (REQUIRED

FOR PERIMETER CRYPTS)

3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4 RISERS PER

CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER CRYPT TOTAL

(TYP.); SHOW ON SHOP DWGS.

LIFTING LUG (TYP.)

CRYPT END VIEW

SECTION A-ACRYPT SIDE VIEW

GR

AV

ES

IT

E

GR

ID

LI

NE

(A

S

SH

OW

N

ON

P

LA

NS

CRYPT SHALL BE CENTERED (IN BOTH DIRECTIONS)

BETWEEN GRID LINES (MEASURED AT TOP OF CRYPT)

SIDE VIEW

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS:

7'-6"L X 2'-10"W

EQ.

7'- 2"

M

IN

7'-

4" M

AX

" M

IN

(2 2"

M

AX

6'

8'-0" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

2" MIN. SEPARATION FROM CRYPT;

1" MIN. FROM GRID MONUMENT

36'

END VIEW

36' (TYP.

GRAVE/PLOT)

MEASURED

HORIZONTALLY

AT TOP OF CRYPT

GRAVESITE GRID MONUMENT

NEW IRRIGATION LINE 12" MIN. BELOW TOP OF

CRYPT LID

IRRIGATION AISLE: BACKFILL WITH COMPACTED

APPROVED GENERAL FILL

FINISH GRADE

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH

APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND

ALLOWED)

" M

IN

(2 2"

M

AX

FINISH GRADE

6'

STONE DRAINAGE LAYER

TOP OF CRYPT LID

ELEVATION (TL)

FINISHED GRADE ELEVATION

(FG)

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)EQ.

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

' M

IN

SA

ND

D

EP

TH

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; (SEE DETAIL)

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH APPROVED

3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND ALLOWED)

COMPACTED DRAINAGE & LEVELING STONE

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

PERFORATED HDPE UNDERDRAIN (HOLES DOWN, NO FILTER FABRIC

WRAP) SURROUNDED BY DRAINAGE STONE; REFER TO GRADING &

DRAINAGE PLANS FOR SIZE, ORIENTATION, & SPACING (TYP.)

LID LIFTING LUG IN RECESS W/ CAP; (SEE DETAIL)

PERIMETER CRYPT WITH BUMP OUT

GR

AV

ES

IT

E

GR

ID

LI

NE

(A

S

SH

OW

N

ON

P

LA

NS

STANDARD. LAWN

CRYPT

PERIMETER LAWN

CRYPT

NOTES:

1. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND

METHODS (AS APPROVED BY THE R.E./C.O.R.) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE R.E./C.O.R.) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

2. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATIONS WITH GRADING AND DRAINAGE PLANS.

PERFORATED HDPE UNDERDRAIN (HOLES DOWN, NO FILTER FABRIC

WRAP) SURROUNDED BY DRAINAGE STONE; REFER TO GRADING &

DRAINAGE PLANS FOR SIZE, ORIENTATION, & SPACING (TYP.)

GRID LINES (TYP.); 3'-0"x8'-0" BURIAL PLOT

AREA (TYP.)

GRAVESITE GRID MONUMENT; REFER TO

GRAVESITE LAYOUT PLANS FOR LOCATIONAL

DATA

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS THE INSIDE CRYPT

WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT BOTH SETS OF THE

NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE

R.E./C.O.R.; OTHERWISE, NUMBERS MUST BE STENCILED.

EQ.

EQ

PERIMETER CRYPT (TYP.); PERIMETER CRYPTS ARE THOSE THAT SEPARATE

ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER

OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS. PERIMETER

CRYPTS ARE WIDER THAN PLOT WIDTH. CRYPT BUMP OUT EXTENDS

OUTSIDE PLOT LINE AS SHOWN IN CRYPT INSTALLATION END VIEW.

INTERIOR CRYPT, TYP.

PLAN VIEW

NOTES:

1. LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA PROVIDED FOR THE GRAVESITE MONUMENTS. REFER TO PLAN VIEW ABOVE FOR

ADDITIONAL CRYPT LAYOUT INFORMATION.

2. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS. PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT PRIOR TO BACKFILL BEING PLACED BETWEEN

CRYPTS.

3. CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR

REMOVING LIDS DURING CONSTRUCTION.

4. NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS.

FRONT SIDE OF

BURIAL SECTION

TY

P.

96" (TYP.)

PRE-CAST CONCRETE LAWN CRYPT CENTERED

(LATERALLY & LONGITUDINALLY) BETWEEN GRID LINES

(MEASURED AT TOP OF CRYPT); MAX. DEVIATION 1/4"

(TYP.)

EQ

EQ

EQ

IRRIGATION AISLE (3'-0" WIDTH): BACKFILL WITH

COMPACTED APPROVED GENERAL FILL

EQ.

1'

(TYP.)

4" (T

YP

2" (T

YP

PRE-PLACED CRYPT CONCRETE LID

DB-52 MB DOGBONE 1-1.3T H.D.G.

ANCHOR HEAD MARK 1.3S

FILL BOWL WITH 3/8" STONES (STONES USED AS

FILL BETWEEN SMALL GAP IN CRYPTS)

2.5'

1'

EQ.EQ.

6"

MIN.

CAST IRON CLEANOUT FRAME & COVER, FLUSH WITH FINISHED GRADE

RECESSED 4" PVC CLEANOUT WITH PLUG

SAND CUSHION

6" PVC ENCASEMENT PIPE

CAST IN PLACE CONCRETE COLLAR

4" PVC RISER

4" MI

N.

3" M

AX

1" M

AX

NOTES:

1. CONTRACTOR TO COORDINATE CLEANOUT

LOCATION WITH GRADING AND

STORMWATER AND DRAINAGE PLANS.

MI

N.

6" TOPSOIL

COMPACTED, APPROVED GENERAL FILL

(CONTRACTOR TO ASSUME THIS MATERIAL WILL

BE IMPORTED)

4" SAND DEPTH

PRE-CAST CONCRETE LAWN CRYPT

COMPACTED DRAINAGE &

LEVELING STONE

COMPACTED SUBGRADE

GEOTEXTILE

PERIMETER UNDERDRAIN (TYP.)

12'MIN.

AS

R

EQ

UI

RE

D

NOTES:

1. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATION WITH GRADING AND DRAINAGE PLANS.

STIFFENING RIBS AS REQUIRED

FOR PERIMETER CRYPTS

MI

N.

12'

MIN.

6" TOPSOIL

COMPACTED, APPROVED GENERAL FILL

(CONTRACTOR TO ASSUME THIS MATERIAL WILL

BE IMPORTED)

4" SAND DEPTH

PRE-CAST CONCRETE LAWN CRYPT

COMPACTED DRAINAGE &

LEVELING STONE

COMPACTED SUBGRADE

GEOTEXTILE

FINISH GRADE

PERIMETER UNDERDRAIN (HOLES DOWN, NO FILTER

FABRIC WRAP) SURROUNDED BY DRAINAGE STONE;

PIPE SIZE & SPACING AS SHOWN ON GRADING &

DRAINAGE PLANS;

PITCH12

MI

N.

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

AL

TE

RN

AT

E

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

PRE-PLACED CRYPT DETAILS

DT500

NOT TO SCALE

DOUBLE-DEPTH LAWN CRYPT INSTALLATION1

NOT TO SCALE

GENERIC INTERIOR DOUBLE-DEPTH LAWN CRYPT VAULT (STANDARD) CONFIGURATION DETAIL2

NOT TO SCALE

CRYPT UNDERDRAIN CLEANOUT DETAIL3

NOT TO SCALE

CRYPT PERIMETER UNDERDRAIN DETAIL4 NOT TO SCALE

LIFTING LUG DETAIL5

N/ A

DWG 98 of 302

AE WORKS®

7'-10"' MIN.

5'' -0

LIFTING LUG (TYP.)

2"' MIN.21

2"' MIN.

8'-3"'

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

" M

IN

. C

LE

AR

H T.

FR

OM

LO

W

ES

T

PA

RT

OF

IN

NE

R

SH

EL

F

TO

TO

P

OF

C

AS

KE

T

RI

SE

RS

" M

IN

. C

LE

AR

H T.

FR

OM

H

IG

HE

ST

P

AR

T

OF

IN

NE

R

SH

EL

F

TO

UN

DE

RS

ID

E

OF

C

RY

PT

LI

D

4'- 51 2"'

2"' MIN. 21

2"' MIN.

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

3'-6"' MIN.

3'-11"'

INNER SHELF EDGE

CRYPT LID

NOTE: SIDE STIFFENING RIBS

NOT SHOWN (REQUIRED FOR

PERIMETER CRYPTS)

3/4" MIN. HT. CASKET RISERS (TYP.);

MIN. 4 RISERS PER CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE;

MIN. 2 HOLES PER CRYPT TOTAL (TYP.);

SHOW ON SHOP DWGS.

LIFTING LUG (TYP.)

CRYPT END VIEW

SECTION A-ACRYPT SIDE VIEW

5'' -0

4'- 51 2"'

3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4 RISERS PER

CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER CRYPT TOTAL

(TYP.); SHOW ON SHOP DWGS.

INNER SHELF EDGE

CRYPT LID

GR

AV

ES

IT

E

GR

ID

LI

NE

(A

S

SH

OW

N

ON

P

LA

NS

CRYPT SHALL BE CENTERED (IN BOTH DIRECTIONS)

BETWEEN GRID LINES (MEASURED AT TOP OF CRYPT)

SIDE VIEW

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS:

7'-6"L X 2'-10"W

EQ.

7'- 3"

" M

IN

(2 2"

M

AX

6'

10'-0" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

2" MIN. SEPARATION FROM CRYPT;

1" MIN. FROM GRID MONUMENT

48"

END VIEW

48" (TYP.

GRAVE/PLOT)

MEASURED

HORIZONTALLY

AT TOP OF CRYPT

GRAVESITE GRID MONUMENT

NEW IRRIGATION LINE 12" MIN. BELOW TOP OF

CRYPT LID

IRRIGATION AISLE: BACKFILL WITH COMPACTED

APPROVED GENERAL FILL

FINISH GRADE

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH

APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND

ALLOWED)

" M

IN

(2 2"

M

AX

FINISH GRADE

6'

STONE DRAINAGE LAYER

TOP OF CRYPT LID

ELEVATION (TL)

FINISHED GRADE ELEVATION

(FG)

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)EQ.

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

' M

IN

SA

ND

D

EP

TH

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; (SEE DETAIL)

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH APPROVED

3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND ALLOWED)

COMPACTED DRAINAGE & LEVELING STONE

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

PERFORATED HDPE UNDERDRAIN (HOLES DOWN, NO FILTER FABRIC

WRAP) SURROUNDED BY DRAINAGE STONE; REFER TO GRADING &

DRAINAGE PLANS FOR SIZE, ORIENTATION, & SPACING (TYP.)

LID LIFTING LUG IN RECESS W/ CAP; (SEE DETAIL)

PERIMETER CRYPT WITH BUMP OUT

GR

AV

ES

IT

E

GR

ID

LI

NE

(A

S

SH

OW

N

ON

P

LA

NS

STANDARD. LAWN

CRYPT

PERIMETER LAWN

CRYPT

NOTES:

1. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND

METHODS (AS APPROVED BY THE R.E./C.O.R.) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE R.E./C.O.R.) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

2. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATIONS WITH GRADING AND DRAINAGE PLANS.

PERFORATED HDPE UNDERDRAIN (HOLES DOWN, NO FILTER FABRIC

WRAP) SURROUNDED BY DRAINAGE STONE; REFER TO GRADING &

DRAINAGE PLANS FOR SIZE, ORIENTATION, & SPACING (TYP.)

GRID LINES (TYP.); 4'-0"x10'-0" BURIAL PLOT

AREA (TYP.)

GRAVESITE GRID MONUMENT; REFER TO

GRAVESITE LAYOUT PLANS FOR LOCATIONAL

DATA

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS THE INSIDE CRYPT

WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT BOTH SETS OF THE

NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE

R.E./C.O.R.; OTHERWISE, NUMBERS MUST BE STENCILED.

EQ.

EQ

PERIMETER CRYPT (TYP.); PERIMETER CRYPTS ARE THOSE THAT SEPARATE

ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER

OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS. PERIMETER

CRYPTS ARE WIDER THAN PLOT WIDTH. CRYPT BUMP OUT EXTENDS

OUTSIDE PLOT LINE AS SHOWN IN CRYPT INSTALLATION END VIEW.

INTERIOR CRYPT, TYP.

PLAN VIEW

NOTES:

1. LAYOUT OF OVERSIZED DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATION DATA PROVIDED FOR THE GRAVE SITE MONUMENTS. REFER TO PLAN VIEW

ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION.

2. THE ACTUAL PLACEMENT OF THE GRAVE SITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS. PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT PRIOR TO BACKFILL BEING PLACED BETWEEN

CRYPTS.

3. CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR

REMOVING LIDS DURING CONSTRUCTION.

4. NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS.

FRONT SIDE OF

BURIAL SECTION

TY

P.

120" (TYP.)

OVERSIZED PRE-CAST CONCRETE LAWN CRYPT

CENTERED (LATERALLY & LONGITUDINALLY) BETWEEN

GRID LINES (MEASURED AT TOP OF CRYPT); MAX.

DEVIATION 1/4" (TYP.)

EQ

EQ

EQ

IRRIGATION AISLE (4'-0" WIDTH): BACKFILL WITH

COMPACTED APPROVED GENERAL FILL

EQ.

1'-9"

(TYP.)

1" (T

YP

1" (T

YP

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

AL

TE

RN

AT

E

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

PRE-PLACED CRYPT DETAILS

DT501

NOT TO SCALE

OVERSIZED DOUBLE-DEPTH LAWN CRYPT INSTALLATION1

NOT TO SCALE

GENERIC OVERSIZED INTERIOR DOUBLE-DEPTH LAWN CRYPT VAULT (STANDARD) CONFIGURATION DETAIL2

N/ A

DWG 99 of 302

4'- 0"

NOTES:

1. MATCH EXISTING SECTION MARKERS. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.

2. ALL CORNERS AND EDGES INCLUDING 2" BELOW GROUND LEVEL SHALL BE ROUNDED TO 3/8" RADIUS

5- 3/1

6"

1'-0"1'-0"

2"

10 3/8"

4-1/2"

3"

SEC

3" HT. ENGRAVED NUMBER

AS SHOWN ON PLANS.

FONT AND SIZE TO MATCH

EXISTING. VERIFY IN FIELD.GROUND LEVEL

ROCK FACE FINISH SIDES

ONLY (MATCH EXISTING)

THERMAL FINISH, MATCH

EXISTING, TYP.

POST SETTINGALL SURFACES, CORNERS

AND EDGES TO MATCH

EXISTING; INCLUDING 2"

BELOW GROUND LEVEL.

BACKFILL (SEE SPEC)

COMPACTED

SUBGRADE

COMPACTED

STONE BASE

FINISHED GRADE

WOOD BURY GRANITE

(MATCH EXISTING)

6"

MIN.

POST (ISOMETRIC VIEW) POST SETTING (SECTION)

6"

2"

4'- 0"

MI

N.

D

EP

TH

NOTES:

1. ALL LAWNS AND IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED AND ACCEPTED PRIOR TO MONUMENT-BASE

PLACEMENT; ALL LAWNS DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2. AT THE CONTRACTOR'S OPTION, GRAVESITE GRID MONUMENTS MAY BE PROVIDED AS CAST IN-PLACE UNITS. PROVIDE SHOP DRAWINGS

AND METHOD OF INSTALLATION FOR APPROVAL.

3. FINISH GRADE IS TOP OF DECOMPOSED GRANITE.

3"

MONUMENT MARKER (PROTECT VISIBLE SURFACES DURING PLACEMENT INTO CONCRETE)

3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM

AND INTEGRAL LOCATION MAGNET EMBEDDED

SET TOP OF MONUMENT 1/2" ABOVE FINISHED GRADE

GAP AROUND CYLINDER & SURROUNDING EARTH SHALL BE FILLED W/ CONCRETE OR REDI-CRETE

(WETTED AFTER PLACEMENT) TO WITHIN 4" OF FINISH GRADE

8"Ø CONCRETE MONUMENT BASE; 3,500 PSI @ 28 DAYS

COMPACTED APPROVED FILL OR NATIVE EARTH

SMOOTH-TROWEL FINISH TOP SURFACE, ENSURING POSITIVE DRAINAGE.

G R

A V

ES

I T E GR I D MONUM

EN

T

N A

T I O NA L C EMET ERY

PLAN VIEW

MONUMENT MARKER (SEE DETAIL)

G

RA

VES I TE GR I D MONUM

EN

T

N A

T

I ONA L CE MET ERY

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

AL

TE

RN

AT

E

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

SITE DETAILS

DT502

NOT TO SCALE

BURIAL SECTION MARKER DETAIL1

NOT TO SCALE

GRAVESITE GRID MONUMENT DETAIL2

NOT TO SCALE

MONUMENT MARKER DETAIL3

NOTES:

1. SOILS TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION BASED ON CBR OF REQUIRED

PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.

2. ALL BASE AND SUBGRADE MATERIAL SHALL BE COMPACTED TO 98% THEORETICAL MAXIMUM DRY DENSITY AS

DETERMINED BY AASHTO T99 METHOD C, WITHIN 2% OF OPTIMUM MOISTURE CONTENT.

3" PENNDOT SUPERPAVE HMA 19.0MM

BASE

2" PENNDOT SUPERPAVE HMA 9.5MM

SURFACE

SUBBASE, 8" THICK, PENNDOT 2A

STABLE AND NON-YIELDING

SUBGRADE

ASPHALT PAVEMENT

STABLE AND NON-YIELDING

SUBGRADE

GRAVEL PAVEMENT

SUBBASE, 8" THICK, PENNDOT 2A

2' 1' 1'

2%

6"

PENNDOT 2A

CLASS "B" CONCRETE

ASPHALT

PAVEMENT

SECTION

1/4" R

10" R

10" R

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

2' 1' 1'

2%

6"

CLASS "B" CONCRETE

ASPHALT

PAVEMENT

SECTION

10" R

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

EXPANSION

JOINT

HEAVY DUTY CONCRETE

PAVEMENT SECTION

FINISHED

GRADE

4" CLASS 'B' CONCRETE

1/2" WIDE EXPANSION JOINT WITH PREMOLDED ASPHALTIC JOINT FILLER & SEALANT, FILLER &

SEALANT TO EXTEND TO FULL DEPTH OF CONCRETE

8" PENNDOT 2A

6"x6" GALVANIZED W2.9xW2.9 WWF

PLACED AT 1/2 CONCRETE PAVEMENT THICKNESS,

TO BE SUPPORTED BY PLASTIC CHAIRS

SIDEWALK NOTES:

1. 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.

3. CONCRETE TO HAVE BROOM FINISH WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

#3 REBAR (3/8"Ø) 8" LONG, EPOXY COATED STEEL

DOWELS 18" O.C. (GREASED ON ONE END)

NEW TO OLD JOINTS

3/8" JOINT FILLER & SEALANT EXTENDS FULL DEPTH OF EX.

PAVEMENT; COLOR TO MATCH CONCRETE (NOT REQ'D WHEN

EXISTING SURFACE COURSE IS ASPHALT)

#3 REBAR (3/8"Ø) 8" LONG EPOXY

COATED, STEEL DOWELS 18" O.C.

(GREASED ON ONE END)

ROUGH UP EDGE OF EX.

CONCRETE PAVEMENT

CONTRACTION JOINTS

EX. CONCRETE PAVEMENT

ADJACENT FINISHED GRADE 1/2"

BELOW WALK ELEVATION - SEE

PLAN FOR MATERIAL

1/8" RADIUS AT ALL

EXPOSED EDGES

1/4" RADIUS AT SLAB

EDGES

1/8" RADIUS AT SLAB

EDGES

SIDEWALK NOTES:

1. 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.

3. CONCRETE TO HAVE BROOM FINISH WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

6" CLASS 'B' CONCRETE

1/2" WIDE EXPANSION JOINT WITH PREMOLDED ASPHALTIC JOINT FILLER & SEALANT, FILLER &

SEALANT TO EXTEND TO FULL DEPTH OF CONCRETE

8" PENNDOT 2A

6"x6" GALVANIZED W2.9xW2.9 WWF

PLACED AT 1/2 CONCRETE PAVEMENT THICKNESS,

TO BE SUPPORTED BY PLASTIC CHAIRS.

#3 REBAR (3/8"Ø) 8" LONG, EPOXY COATED STEEL

DOWELS 18" O.C. (GREASED ON ONE END)

ADJACENT FINISHED GRADE 1/2"

BELOW WALK ELEVATION - SEE

PLAN FOR MATERIAL

1/8" RADIUS AT ALL

EXPOSED EDGES

1/8" RADIUS AT SLAB

EDGES

1/4" RADIUS AT SLAB

EDGES

TOOLED

CONTRACTION

JOINTS 1/8" WIDE

MAXIMUM 1/4

PAVEMENT DEPTH

DEEP

1/4" RADIUS AT SLAB

EDGES

TOOLED

CONTRACTION

JOINTS 1/8" WIDE

MAXIMUM 1/4

PAVEMENT DEPTH

DEEP

1/4" R

FINISHED MATERIAL VARIES

FOR EXISTING EXPANSION

JOINT REPLACEMENT;

EXISTING JOINT MATERIAL TO

BE REMOVED PRIOR TO

INSTALLATION OF NEW JOINT

FILLER

COMPRESSIBLE JOINT FILLER

TO BOTTOM OF SLAB

ROUNDED BACKER ROD WITH

NO BOND TO SEALANT

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"

CAULK TO ROUNDED BACKER ROD

CONCRETE PAVEMENT EXPANSION JOINT

CONCRETE CURB EXPANSION JOINT

EXISTING CURB

NEW CURB

DRILL HOLE 6" DEEP INTO

EXISTING CURB FOR #4 REBAR

(TYP.)

SAWCUT AND INSTALL 1/2"

EXPANSION JOINT WITH

COMPRESSIBLE JOINT FILLER

TO BOTTOM OF SLAB AND

ENSURE FILLER DOES NOT

SETTLE

6" OF #4 REBAR CENTERED 3"

BELOW CENTER OF GUTTER

PAN

6" OF #4 REBAR

CENTERED 3" BELOW

CENTER OF CURB

BITUMINOUS TACK COAT, 0.04 GAL./SY

BITUMINOUS PRIME COAT, 0.04 GAL./SY

NOTES:

1. SOILS TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION BASED ON CBR OF REQUIRED

PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.

2. ALL BASE AND SUBGRADE MATERIAL SHALL BE COMPACTED TO 98% THEORETICAL MAXIMUM DRY DENSITY AS

DETERMINED BY AASHTO T99 METHOD C, WITHIN 2% OF OPTIMUM MOISTURE CONTENT.

3/8" JOINT FILLER & SEALANT EXTENDS FULL DEPTH OF EX.

PAVEMENT; COLOR TO MATCH CONCRETE (NOT REQ'D WHEN

EXISTING SURFACE COURSE IS ASPHALT)

#3 REBAR (3/8"Ø) 8" LONG, EPOXY

COATED, STEEL DOWELS 18" O.C.

(GREASED ON ONE END)

ROUGH UP EDGE OF EX.

CONCRETE PAVEMENT

EX. CONCRETE PAVEMENT

1/8" RADIUS AT SLAB

EDGES

NOT TO SCALE

CURB AND GUTTER TRANSITION DETAILS4

NOT TO SCALE

MOUNTABLE CURB AND GUTTER DETAIL9NOT TO SCALE

VALLEY GUTTER DETAIL8NOT TO SCALE

FLUSH CURB AND GUTTER DETAIL7NOT TO SCALE

GRAVEL PAVEMENT SECTION6NOT TO SCALE

STANDARD DUTY ASPHALT PAVEMENT SECTION5

NOT TO SCALE

STANDARD DUTY CONCRETE PAVEMENT SECTION10 NOT TO SCALE

HEAVY DUTY CONCRETE PAVEMENT SECTION11

NOT TO SCALE

CAULK EXPANSION JOINT NEW/REPLACEMENT DETAIL12

2' 1' 1'

2%

6"

CLASS "B" CONCRETE

ASPHALT

PAVEMENT

SECTION

10" R

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

EXPANSION

JOINT

HEAVY DUTY CONCRETE

PAVEMENT SECTION

FINISHED

GRADE 1/4" R

DT506

REFER TO REPLACEMENT

PAVEMENT PATCHING DETAIL

WHEN ADJACENT TO EXISTING

ASPHALT

NOTES:

1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB

CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.

2. CONCRETE SHALL BE GRADE A 3,000 PSI.

3. CONSTRUCTION OF CONCRETE CURBING SHALL BE BY THE "SEPARATE METHOD" WHEN SAWED JOINTS

ARE CONSTRUCTED IN THE PAVEMENT.

4. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

5. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE BARS OR TIE

BOLT ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.

NOTES:

1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB

CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.

2. CONCRETE SHALL BE GRADE A 3,000 PSI.

3. CONSTRUCTION OF CONCRETE CURBING SHALL BE BY THE "SEPARATE METHOD" WHEN SAWED JOINTS

ARE CONSTRUCTED IN THE PAVEMENT.

4. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

5. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE BARS OR TIE

BOLT ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.

NOTES:

1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB

CONSISTENT WITH PAVEMENT TYPICAL SECTIONS.

2. CONCRETE SHALL BE GRADE A 3,000 PSI.

3. CONSTRUCTION OF CONCRETE CURBING SHALL BE BY THE "SEPARATE METHOD" WHEN SAWED JOINTS

ARE CONSTRUCTED IN THE PAVEMENT.

4. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

5. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE BARS OR TIE

BOLT ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.

4" 4"

#3 REBAR (3/8"Ø) 8" LONG, EPOXY COATED STEEL

DOWELS 18" O.C. (GREASED ON ONE END)

#3 REBAR (3/8"Ø) 8" LONG,

EPOXY COATED STEEL

DOWELS 18" O.C.

(GREASED ON ONE END)

PENNDOT 2A

4" 4"

#3 REBAR (3/8"Ø) 8" LONG,

EPOXY COATED STEEL

DOWELS 18" O.C.

(GREASED ON ONE END)

PENNDOT 2A

NOT TO SCALE

CONCRETE CURB CONNECTION TO EXISTING CURB DETAIL13

DT506

REFER TO ASPHALT PAVEMENT

KEY DETAIL FOR EXISTING AND

PROPOSED ASPHALT

CONNECTIONS

6" CURB & GUTTER

MOUNTABLE CURB

AND GUTTER

CENTER TRANSITION

ON FLOW PATH

6" CURB & GUTTER

FLUSH CURB

SIDEWALK

STD. 6" CURB AND MOUNTABLE CURB

TRANSITION

STD. 6" CURB TO FLUSH CURB

TRANSITION

CURB TAPER

TRANSITION

NOT TO SCALE

ASPHALT GRAVEL TRANSITION13

PAVEMENT

SURFACE OR CURB

4"1

4"

6"

1 4"

EDGE TO BE PAINTED WITH

BITUMINOUS MATERIAL

NOTES:

1. CONCRETE SHALL BE GRADE A 3,000 PSI.

2. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

PROPOSED CURB

FLUSH CONCRETE CURB

6" #4 REBAR (TYP.) CENTERED

7" BELOW CENTER OF CURB6" #4 REBAR (TYP.) CENTERED

3" BELOW CENTER OF CURB

FLUSH CONCRETE CURB

N/ A

DWG 100 of 302

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

AL

TE

RN

AT

E

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

SITE DETAILS

DT503

NOT TO SCALE

MOUNTABLE CURB INLET DETAIL2

NOT TO SCALE

STANDARD INLET BOX DETAIL1

NOT TO SCALE

CLEANOUT DETAILS8

NOT TO SCALE

STRUCTURE RUNG/STEPS DETAIL6

NOT TO SCALE

AREA DRAIN TYPE E DETAIL3 NOT TO SCALE

INLET GRADE ADJUSTMENT RING DETAIL5

NOT TO SCALE

FORCEMAIN TAPPING SADDLE DETAIL4

NOTE: MATERIAL SHALL BE PE100 WITH WELDING CAP TYPE 'A'.

LAYOUT POINT LOCATED AT

CENTER OF STRUCTURE, REFER

TO COORDINATE TABLE FOR

LOCATIONS

LAYOUT POINT LOCATED AT CENTER OF STRUCTURE,

REFER TO COORDINATE TABLE FOR LOCATIONS

LAYOUT POINT LOCATED AT CENTER OF STRUCTURE, REFER

TO COORDINATE TABLE FOR LOCATIONS (TYP.)

N/ A

NOT TO SCALE

CONCRETE END SECTION7

DWG 101 of 302

NOTE:

1. COMPOST FILTER SOCK SHALL

BE PLACED AT LEVEL EXISTING

GRADE. BOTH ENDS OF THE

SOCK SHALL BE EXTENDED AT

LEAST 8 FEET UP SLOPE AT 45

DEGREES TO THE MAIN SOCK

ALIGNMENT.

2. COMPOST FILTER SOCK TO BE

REPLACED EVERY 30 DAYS.

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

AL

TE

RN

AT

E

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

SITE DETAILS

DT504

NOT TO SCALE

FLAG POLE SLEEVE DETAIL2

NOT TO SCALE

INSERTA TEE DETAIL6

NOT TO SCALE

GRINDER PUMP DETAIL5

NOT TO SCALE

EXISTING ASPHALT WALKWAY WIDENING DETAIL1

NOT TO SCALE

CONCRETE SIDEWALK BUILDING ENTRY SLAB/APRON DETAIL3

NOT TO SCALE

COMPOST FILTER SOCK4

NOT TO SCALE

STAINLESS SHUT-OFF AND CHECK VALVE ASSEMBLY8

LID SHALL BE MARKED SEWER. CONTRACTOR

SHALL INSTALL A HIGH VISIBILITY GUARD POST

IDENTIFIER ADJACENT TO LID (9/DT504).

CURB STOP STYLE BOX WITH

· CAST IRON WITH PENTAGON BRASS PLUG OR ROPE THREAD (1” AND 11/4”)

· TYPE B — CAST IRON WITH TWO 1/2” HOLES FOR OPERATING WITH A STRADDLE

WRENCH (1”ONLY)

· STEEL PIPE SHAFT IS AVAILABLE IN 1” OR 11/4” AND IS ADJUSTABLE AND HELD IN

PLACE BY A BRASS RING

· THE PERMANENT STEEL ROD IS FORGED AT THE TOP END TO RECEIVE A SHORT

CUT-OFF WRENCH AND WELDED TO THE CUT-OFF KEY AT THE BOTTOM

· STRAIGHT ROD WITH CENTERING RING (4901-R) OR CURVED ROD (4901-RS)

· COMPLETE ECLIPSE BOX CONSISTS OF LID (TYPE A OR TYPE B), TOP, BOTTOM

(STANDARD OR WITH ENLARGED BOTTOM – FIG NO. E-100EB), AND ROD

ASSEMBLY (ROD, RING AND PIN)

· NO. 4980EC ENLARGED BASE CAN BE USED WITH COMPLETE ECLIPSE BOX FOR

CURB STOPS UP TO 2” AND INCREASES BOX LENGTH BY 6 INCHES ALL ECLIPSE

BOXES HAVE 12” RANGE OF EXTENSION

· WHEN ORDERING SPECIFY: FIG. NO., SIZE NO., LID MARKED SEWER

NOT TO SCALE

1-1/4" CURB BOX DETAIL7

SE

E

DE

TA

IL

7/D

T5

F

OR

CU

RB

B

OX

D

ET

AI

L

NOT TO SCALE

IN-GROUND FLEXIBLE DELINEATOR POST9

THE CONTRACTOR IS REQUIRED TO PROVIDE

SHOP DRAWINGS FOR ALL TAP AND SERVICE

CONNECTION HARDWARE TO THE TOWNSHIP

ENGINEER FOR REVIEW AND APPROVAL AT

LEAST 14 DAYS IN ADVANCE OF ORDERING

ANY MATERIALS. A NOTICE OF THE FIELD

TAPPING PROCEDURE SCHEDULE SHALL BE

PROVIDED TO THE TOWNSHIP ENGINEER AT

LEAST 3 WORKING DAYS IN ADVANCE. THE TAP

MUST BE OBSERVED BY A TOWNSHIP

ENGINEER REPRESENTATIVE.

LAYOUT POINT LOCATED AT

CENTER OF STRUCTURE, REFER

TO COORDINATE TABLE FOR

LOCATIONS (TYP.)

N/ A

6"

2"

9"

DWG 102 of 302

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

AL

TE

RN

AT

E

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

SITE DETAILS

DT505

NOT TO SCALE

VEHICULAR GUIDE RAIL DETAIL1

NOT TO SCALE

SWING GATE DETAIL2

NOT TO SCALE

CHAIN GATE DETAIL3

2'

1' 6"

2'-5"

2'-5"

6" HDPE CLOG AND PEST

PREVENTION

SCREENING

6" PVC LOW-FLOW PIPE

SLOPEWALL FOR

UNDERDRAIN

6" HDPE

SLOPEWALL FOR

UNDERDRAIN

CLOG AND PEST

PREVENTION

SCREENING

NOT TO SCALE

UNDERDRAIN CONCRETE COLLAR DETAIL4

NOTES:

1. L1 DIMENSION IS FOR THE STANDARD

(NORMAL LENGTH) TYPE FERRULE.

2. SEE DETAIL 6/DT505 FOR FERRULE

DIMENSIONS.

3. CABLE GLANDS ARE NOT PROVIDED FOR

CFMUS APPROVED TYPE.

4. 1 INCH = 25.4 MM

5. CONTRACTOR TO ENSURE UNIT IS IPX8

IMMERSION RATED.

METER SIZE

(INCH)

JOINT SIZE

(ISO2852)

L1

(INCH)

D1

(INCH)

D2

(INCH)

WEIGHT

(LBS)

1 2 S 6.16 1.00 3.11 APPR. 13.2

NOT TO SCALE

SANITARY ELECTROMAGNETIC FLOWMETER5

NOT TO SCALE

SANITARY FLOWMETER - FERRULE DIMENSIONS6

LAYOUT POINT LOCATED INVERT OUT OF

UNDER DRAIN, REFER TO COORDINATE

TABLE FOR LOCATIONS

NOT TO SCALE

CONCRETE ENCASEMENT DETAIL7

1' 5'

5'X5' RIP-RAP

PAD

15'-0" MIN.

CL

SWING DIRECTION

PER PLAN

PLAN VIEW

NOT TO SCALE

15'-0" MIN.

SIGN SIGN

PADLOCK & CHAIN

(SEE NOTE)

MATERIAL

6" STD. WT. STEEL PIPE1

5" STD. WT. STEEL PIPE2

3" STD. WT. STEEL PIPE3

6" MIN. CLEAR

15'-0" MIN.15'-0" MIN.

5'- 0"

3" 3'-

8" 3"

1'-6" 1'-6"

6" 2"

3'- 0"

NOTES:

1. GATE TO SWING AWAY FROM ACCESS ROAD. EXACT

LOCATION TO BE DETERMINED IN FIELD. WORK

SHALL BE COORDINATED WITH VA RE/COR.

2. PROTECTIVE FINISH SHALL BE HOT-DIPPED,

GALVANIZED GRAY.

3. CONTRACTOR SHALL INSTALL TYPE III REFLECTIVE

STRIPING ON BOTH SIDES OF THE GATE. STRIPING

SHALL BE ALTERNATING RED/WHITE STRIPES, 6"

WIDE AND AT 45° ANGLE.

4. CONCRETE SHALL BE MIN. 3,000 PSI.

5. CONTRACTOR SHALL VERIFY PADLOCK & CHAIN

TYPE WITH OWNER PRIOR TO INSTALLATION.

6. PAINT PER SPECIFICATIONS. CONTRACTOR SHALL

INSTALL SIGNAGE, AS REQUIRED.

7. CONTRACTOR TO INSTALL REFLECTORIZED

MARKERS AND TIE-BACK POST TO PREVENT

UNCONTROLLED GATE SWING.

FRONT VIEW

NOT TO SCALE

PADLOCK & CHAIN

(SEE NOTE)

PIPE BRACING (TYP.)5'-

0"

1'-6"

6" 2"

3'- 0"

TIE-BACK POST

NOT TO SCALE

2" THICK STEEL ROD

2 3

FINISHED GRADE

GREASE ZERK FITTINGS (TYP.)

(3 LOCATIONS)

STEEL POSTS TO BE SET IN 18" MIN. DIA.

(R…