S02 - ATTACHMENT 14 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 6.pdf

MA # 53668

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

2 (TYP)

EROSION CONTROL FABRIC EQUAL TO

NORTH AMERICAN GREEN SC150 OR

S150 AS SPECIFIED ON PLAN SHEETS

OR OTHERWISE DIRECTED BY ENGINEER/

LANDSCAPE ARCHITECT

PREPARE SLOPE BEFORE APPLYING

SLOPE PROTECTION MATERIAL: 4" LOAM

BORROW & HYDROSEED

STAPLE OR PIN BLANKET IN ACCORDANCE WITH

MANUFACTURERS SPECIFICATIONS

ANCHOR BLANKET IN A

TRENCH ALONG THE TOP OF

SLOPE BACKFILL & COMPACT

EROSION CONTROL NOTES (DURING CONSTRUCTION)

1. THE CONTRACTOR MUST INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND IN THE DETAILS PRIOR TO STARTING ANY

OTHER WORK ON THE SITE. EROSION CONTROL MUST BE INSTALLED AT EVERY INLET STRUCTURE (EXISTING AND PROPOSED) AND

MAINTAINED FOR THE DURATION OF THE PROJECT.

2. EROSION CONTROLS AS SHOWN ON PLANS SHALL BE INSPECTED, REPAIRED AND/OR MAINTAINED BY THE CONTRACTOR WEEKLY AND

WITHIN 12 HOURS OF EACH STORM EVENT.

3. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH A DEPTH OF 6 INCHES OR PER MANUFACTURE RECOMMENDATION.

4. SEDIMENT SHALL BE CONTAINED WITHIN THE CONSTRUCTION SITE, AWAY FROM DRAINAGE STRUCTURES.

5. STABILIZE SLOPES STEEPER THAN 3:1 (HORIZONTAL TO VERTICAL) WITH SEED, SECURED GEOTEXTILE FABRIC, OR ROCK RIP-RAP AS

REQUIRED TO PREVENT EROSION DURING CONSTRUCTION.

6. CLEAN OUT CATCH BASINS, DRAIN MANHOLES AND STORM DRAIN PIPES AFTER COMPLETION OF CONSTRUCTION.

7. LOAM AND SEED ALL DISTURBED AREAS.

8. UPON ESTABLISHMENT OF PERMANENT VEGETATION OVER DISTURBED AREAS, REMOVE AND DISPOSE OF HAYBALES, STAKES AND SILT

SOCKS.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN AND SUPPLEMENT THE SPECIFIED SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT SEDIMENTATION OF OFF-SITE AREAS AND/OR ANY REGULATED RESOURCE AREAS. FAILURE BY THE CONTRACTOR TO CONTROL EROSION, POLLUTION AND/OR SILTATION SHALL BE CAUSE FOR THE OWNER TO EMPLOY OUTSIDE ASSISTANCE OR TO USE HIS OWN MEANS TO PROVIDE THE NECESSARY CORRECTIVE MEASURE. THE COST OF SUCH ASSISTANCE PLUS PROJECT ENGINEERING COSTS WILL BE THE CONTRACTOR'S RESPONSIBILITY.

10. EROSION CONTROLS ARE TO BE INSPECTED AND MAINTAINED ON A DAILY BASIS. UPON DISCOVERY OF SILT BUILD-UP IN ANY STRUCTURES

OR SOCK WILL BE CLEANED IMMEDIATELY.

11. ALL EXPOSED SOILS SHALL BE IMMEDIATELY STABILIZED WITH A LAYER OF MULCH HAY OR JUTE BLANKETS-AS NEEDED FOR SLOPES

STEEPER THAN 3:1.

10. THE CONTRACTOR SHALL CHECK THE CONDITION OF EROSION CONTROLS DAILY TO KEEP THEM IN GOOD OPERATING CONDITION.

EROSION CONTROLS SHALL ALSO BE INSPECTED, REPAIRED AND MAINTAINED BY THE CONTRACTOR WITHIN 12 HOURS OF ANY STORM EVENT PRODUCING 1/4 INCH OF RAINFALL OR MORE, EROSION CONTROLS SHALL BE REPLACED WHEN DETERIORATED, OR WHEN ORDERED BY THE COR. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH A DEPTH OF 6 INCHES.

11. IN ADDITION TO THOSE LOCATIONS SHOWN ON THE GRADING AND DRAINAGE PLANS, EROSION CONTROLS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: TOE OF SLOPE OF FENCE CONSTRUCTION, TOE OF TEMPORARY EARTHWORK STOCKPILES.

12. ALL CONCRETE WASH WATER MUST BE DISCHARGED IN DESIGNATED AREAS, AND WITHIN AREAS PER THE COMPOST SOCK WASHOUT

AREA DETAIL.

13. EROSION AND SEDIMENTATION CONTROL SHALL BE IN COMPLIANCE WITH MASSACHUSETTS STORMWATER POLICY..

POST

DRIP LINE

NOTES:

1. FENCING SHALL BE INSTALLED AT 5' OUTSIDE THE DRIPLINE OR 20' FROM THE TRUNK, WHICHEVER IS GREATER.

2. BOARDS SHALL NOT BE NAILED TO TREES DURING CONSTRUCTION.

3. FEEDER ROOTS SHALL NOT BE CUT IN AREA INSIDE THE DRIP LINE.

4. THE CONTRACTOR SHALL NOT ENCROACH ONTO AREAS DELINEATED AS TREE PROTECTION. THE STORAGE OF

EQUIPMENT OR MATERIALS IN THIS AREA IS STRICTLY FORBIDDEN. THE SILT FENCE ERECTED AT THE TREE PROTECTION LINE SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION PROCESS AND SHALL NOT

BE CROSSED.

5. REFER TO PLAN SHEETS FOR LOCATION OF WOODS AND TREES TO REMAIN. ALL TREES TO REMAIN WHICH ARE ADJACENT TO CONSTRUCTION AREAS SHALL BE PROTECTED IN ACCORDANCE WITH THIS DETAIL.

6. NO CLEARING, EARTHMOVING, OR CONSTRUCTION SHALL COMMENCE PRIOR TO INSTALLATION OF TREE

PROTECTION FENCES AROUND ALL EXISTING TREES.

7. A 48 INCH HIGH WOODEN OR CHAIN LINK FENCE WITH POSTS ON 8 FOOT CENTER TO CENTER (MAXIMUM) SHALL BE INSTALLED AROUND EACH EXISTING TREE PRIOR TO START OF CONSTRUCTION (TYPICAL FOR ALL TREES).

2"X2"X36" WOODEN STAKES

PLACED 5' O.C.

DIRECT CONCRETE WASHOUT WATER INTO

FILTER RING

24" DIAMETER COMPOST FILTER SOCK. 4' MIN.

OVERLAP ON UPSLOPE SIDE OF FILTER RING

PLAN

12" MIN.

2"X2"X36" WOODEN

STAKES PLACED 5' O.C.

MAXIMUM DEPTH OF CONCRETE WASHOUT

WATER IS 60% OF FILTER RING HEIGHT

24" DIAMETER

COMPOST FILTER

SOCK

SECTION

NOTES:

1. INSTALL ON FLAT GRADE FOR OPTIMUM

PERFORMANCE.

2. 18" DIAMETER FILTER SOCK MAY BE STACKED

ONTO DOUBLE 24" DIAMETER SOCKS IN

PYRAMIDAL CONFIGURATION FOR ADDED

HEIGHT.

A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE

WASHOUT PRIOR TO THE INSTALLING SOCKS.

SLOPE 5% MAX.

5% MAX.

EXISTING GRADE

5' MIN.(TYP.)

30'

SLOPE 5% MAX.

5% MAX.

30'

SILT FENCE OR

HAY BALE SILT

FILTER

SILT FENCE OR

HAYBALE SILT FILTER

NOTES:

1. PLACE STOCKPILES AT LOCATIONS SHOWN ON PLAN.

2. STOCKPILE TO BE SEEDED WITH A TEMPORARY SEED MIXTURE

IF PERIOD OF EXPOSURE IS EXPECTED TO EXCEED 20 DAYS.

3. SIDE SLOPES SHALL NOT EXCEED 1' VERTICAL TO 2' HORIZONTAL.

4. MAXIMUM TOPSOIL STOCKPILE HEIGHT NOT TO EXCEED 35'.

FL

OW

FLOW

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST

FILTER SOCK

2 IN. x 2 IN. WOODEN

STAKES

PLACED 10 FT ON

CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

SOCK FABRIC SHALL MEET STANDARDS OF THE MA DEP.

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE

SLOPE OF ITS TRIBUTARY AREA.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE

BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF

INSPECTION.

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS

AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS.

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE

MULCH SPREAD AS A SOIL SUPPLEMENT.

IN

MI

N.

NOTES:

1. THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS IN TABLE 4.2.

TABLE 4.2

Compost Standards

Organic Matter Content 25%-100% (dry weight basis) Organic Portion Fibrous and elongated pH 5.5-8.5 Moisture Content 30%-60%

Particle Size 30%-50% pass through 3/8" sieve Soluble Salt Conentration 5.0 dS/m (mmhos/cm) Maximum

TABLE 4.1

Compost Sock Fabric Minimum Specifications

Inner Containment Netting

Outer Filtration Mesh

Sock Fabrics composed of burlap may be used on projects lasting 6 months or less.

Two-ply systems

Material

Material Type

Sock

Characteristics

Diameters

Mesh opening Tensile

Strength Ultraviolet Stability% Original Strength

(ASTM G-155)

Miinimum Functional Longevity

Photo-

3 mil HDPE

12" degradable

18"

3/8"

23% at 1000 hr.

6 months

26 psi

Photo-

5 mil HDPE

18" degradable

24"

3/8"

23% at 1000 hr.

9 months

Bio-

5 mil HDPE degradable

3/8"

6 months

Photo-

Multi-Filament degradable

3/8"

100% at 1000 hr.

1 year

Photo-degradable

1/8"

100% at 1000 hr.

2 years

26 psi 44 psi 202 psi

12"

32"

18" 24"

12"

32"

18" 24"

12"

32"

18" 24"

12"

32"

Polypropylene

(MFPP)

Multi-Filament Polypropylene

(HDMFPP)

Heavy Duty

HDPE biaxial net Continuously wound

Fusion-welded junctures mechanically fused via needle punch) (Woven layer and non-woven fleece

Composite Polypropylene Fabric 3/4"X3/4" Max. aperture sixe

3/16" Max. aperture size

CANADA 1-800-448-2040

EVANSVILLE, IN 47725

14649 HIGHWAY 41 NORTH

www.nagreen.com

USA 1-800-772-2040

Staple Pattern Guide

INSTALL BEGINNING OF ROLL

IN 6" x 6" ANCHOR TRENCH, STAPLE, BACKFILL AND

COMPACT SOIL.

STARTING AT TOP OF SLOPE,

ROLL BLANKETS IN

DIRECTION OF WATER FLOW

BLANKET EDGES

OVERLAPPED 4"(MIN.)

AND STAPLED.

PREPARE SEED BED

(INCLUDING APPLICATION OF

LIME, FERTILIZER, & SEED)

PRIOR TO INSTALLATION OF

BLANKET.

REFER TO MANUFACTURER'S

RECOMMENDED STAPLING PATTERN

FOR STEEPNESS AND LENGTH OF SLOPE

BEING BLANKETED

OVERLAP BLANKET ENDS 6" (MIN.) WITH THE

UPSLOPE BLANKET OVERLAYING THE

DOWNSLOPE BLANKET (SHINGLE STYLE).

STAPLE SECURELY.

THE BLANKET SHOULD NOT BE STRETCHED;

IT MUST MAINTAIN GOOD SOIL CONTACT.

1. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET.

2. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.

3. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.

4. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND

STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

5. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS.

6. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A

MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR

REPLACED WITHIN 4 CALENDAR DAYS.

GENERAL NOTES

GENERAL NOTES

CONSTRUCTION ENTRANCE DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

COMPOST SOCK WASHOUT DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

COMPOST FILTER SOCK DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

TREE PROTECTION FENCE DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

TOPSOIL STOCKPILE DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

SLOPE PROTECTION MATERIAL INSTALLATION

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

PUMPED WATER FILTER BAG

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

CS501

Erosion + Sedimentation Detail Sheet 'A' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

10' 10'

NOTES:

1. OVER EXCAVATE SINKHOLE THROAT TO REMOVE ALL SOIL AND LOOSE ROCK.

2. SHOULD SINKHOLE THROAT OR FRACTURED BEDROCK BE ENCOUNTERED IN BOTTOM OF

EXCAVATION, HIGH SLUMP LEAN CONCRETE OR FLOWABLE FILL SHOULD BE PLACED IN HOLE

SUFFICIENT TO PLUG THROAT OR FRACTURES.

3. IF NO THROAT OR BEDROCK IS ENCOUNTERED EXCAVATE UNTIL FIRM SOIL IS ENCOUNTERED ON

ALL SIDES AND BOTTOM OF EXCAVATION.

4. AFTER LEAN CONCRETE OR GROUT CURES, PLACE BENTONITE CLAY/SOIL (1 TO 2 LBS./S.F., 8" LIFT, 95% MOD. PROCTOR). PLACE COMPACTED FINE-GRAINED NATIVE CLAY FILL (8" LIFTS, 95% MOD.

PROCTOR) EVERY OTHER LIFT TO 12" BELOW FINAL GRADE.

5. INSTALL BENTONITE CLAY/SOIL CAP 10' BEYOND THE EXCAVATION AS SHOWN.

6. GRADE NATIVE CLAY TO DRAIN AWAY FROM THE AREA.

7. PLACE 4" OF TOPSOIL, RESEED OR SOD TO STABILIZE.

8. ALL STABILIZATION WORK SHOULD BE DONE UNDER SUPERVISION OF A LICENSED PROFESSIONAL

GEOLOGIST OR PROFESSIONAL ENGINEER EXPERIENCED WITH KARST GEOLOGY AND FAMILIAR

WITH SITE AND FOUNDATION CONDITIONS.

SINKHOLE MITIGATION DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

SEDIMENT TUBE DITCH DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

NOTES:

1. DETAIL IS FOR PLACEMENT OF SEDIMENT TUBES WITHIN SWALES.

11. AN APPROVED EQUAL MAY BE USED.

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text *2"-5" (5cm-12.5cm)

AutoCAD SHX Text *2"-5" (5cm-12.5cm)

AutoCAD SHX Text through each of the BLUE colored dots.

AutoCAD SHX Text *Location of Seam Stitch will vary depending on North American Green product type:

AutoCAD SHX Text Green DOT System place staples/stakes

AutoCAD SHX Text For blankets with the optional North American

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(0.8 STAPLES PER SQ. M)

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0.7 STAPLES PER SQ. YD.

AutoCAD SHX Text 3.3' (1.0m)

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AutoCAD SHX Text *2"-5" (5cm-12.5cm)

AutoCAD SHX Text For blankets with the optional North American

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AutoCAD SHX Text through each of the WHITE colored dots.

AutoCAD SHX Text For blankets with the optional North American

AutoCAD SHX Text Green DOT System place staples/stakes

AutoCAD SHX Text through each of the RED colored dots.

AutoCAD SHX Text

(4.1 STAPLES PER SQ. M)

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3.4 STAPLES PER SQ. YD.

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1.15 STAPLES PER SQ. YD.

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AutoCAD SHX Text 2' (0.6m)

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AutoCAD SHX Text For blankets with the optional North American

AutoCAD SHX Text Green DOT System place staples/stakes

AutoCAD SHX Text through each of the YELLOW colored dots.

AutoCAD SHX Text For blankets with the optional North American

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AutoCAD SHX Text through each of the GREEN colored dots.

AutoCAD SHX Text Seam Stitch

AutoCAD SHX Text 10" (0.25m)

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(4.5 STAPLES PER SQ. M)

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1.7 STAPLES PER SQ. YD.

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(2.0 STAPLES PER SQ. M)

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AutoCAD SHX Text *2"-5" (5cm-12.5cm)

AutoCAD SHX Text Seam Stitch

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TM

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AMERICAN

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NORTH

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GREEN

AutoCAD SHX Text 2' (0.6m)

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

AutoCAD SHX Text 60 lb/in

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GRAB TENSILE

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ASTM D-4632

AutoCAD SHX Text 205 lb

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PUNCTURE

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ASTM D-4833

AutoCAD SHX Text 110 lb

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MULLEN BURST

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ASTM D-3786

AutoCAD SHX Text 350 psi

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UV RESISTANCE

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ASTM D-4355

AutoCAD SHX Text 70%

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AOS % RETAINED

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ASTM D-4751

AutoCAD SHX Text 80 Sieve

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%%U ELEVATION VIEW

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%%U PLAN VIEW

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WELL VEGETATED, GRASSY AREA

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FILTER BAG

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WELL VEGETATED, GRASSY AREA

AutoCAD SHX Text LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

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1. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTIING STRAPS ALREADY ATTACHED. 2. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. 3. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER ROCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE. 4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. 5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED. 6. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

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DISCHARGE HOSE

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CLAMPS (TYP)

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INTAKE HOSE

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PUMP

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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

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DISCHARGE HOSE

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CLAMPS (TYP)

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INTAKE HOSE

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PUMP

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FILTER BAG

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

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321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

OR STRING-TIED WITH THE BINDINGS

ORIENTED AROUND THE SIDES RATHER

THAN OVER AND UNDER THE BALES.

2. BALES SHALL BE PLACED LENGTHWISE

IN A SINGLE ROW SURROUNDING THE

INLET, WITH ENDS OF ADJACENT

BALES PRESSED TOGETHER.

3. THE BALE SHALL BE ENTRENCHED

AND BACKFILLED. A TRENCH SHALL

BE EXCAVATED AROUND THE INLET

THE WIDTH OF A BALE TO A MINIMUM

DEPTH OF 4 INCHES. AFTER THE

BALES ARE STAKED, THE EXCAVATED

SOIL SHALL BE BACKFILLED AND

COMPACTED AGAINST THE FILTER

4. EACH BALE SHALL BE SECURELY

ANCHORED AND HELD IN PLACE BY AT

LEAST TWO STAKES OR REBARS

DRIVEN THROUGH THE BALE.

5. LOOSE STRAW SHALL BE WEDGED

BETWEEN BALES TO PREVENT WATER

FROM ENTERING BETWEEN BALES.

BARRIER.

1. BALES SHALL BE EITHER WIRE-BOUND

GENERAL NOTES:

PLAN ELEVATION

2"x2"x4' WOODEN STAKE

STRAW BALE

(2 PER BALE)

COMPACTED SOIL

GRATED INLET 4"

BINDING WIRE

OR TWINE

STAKED STRAW BALE

GRATED INLET

STAKE

FABRIC

FABRIC EXTENDS 1' MIN.

2" X 4" WOOD FRAME

15"

18"

MIN.

MAX.

5' MIN.

(TYP.)

2" x 2" STAKE

3' MIN. WITH GRATE

DROP INLET

AT CORNERS

GATHER EXCESS

FRAME

1. MAXIMUM DRAINAGE AREA = 1 ACRE.

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP.

BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS NOT LOCATED AT A LOW POINT.

3. ROLLED EARTHEN BERM IN ROADWAY SHALL BE PROVIDED AND MAINTAINED IMMEDIATELY DOWN

GRADIENT OF THE PROTECTED INLET UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON

ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE

MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR TO REMAIN PERMANENTLY.

4. TOP OF BLOCK SHALL BE AT LEAST 6 INCHES BELOW ADJACENT ROADS IF PONDED WATER WOULD

POSE A SAFETY HAZARD TO TRAFFIC.

5. SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE HEIGHT OF THE STONE. DAMAGED OR

CLOGGED INSTALLATIONS SHALL BE REPAIRED OR REPLACED IMMEDIATELY.

6. FOR SYSTEMS DISCHARGING TO AN HQ OR EV SURFACE WATER, A 6 INCH THICK COMPOST LAYER SHALL BE SECURELY ANCHORED ON OUTSIDE AND OVER TOP OF STONE. COMPOST SHALL MEET THE

FOLLOWING STANDARDS:

FLOW BERM

3:1 3:1

A

A

INLET GRATE

CONCRETE BLOCK

AASHTO #57 STONE

DROP

INLET

CONCRETE BLOCK

2 MIN. :1

6" MIN. HEIGHT

WIRE MESH

GALVANIZED, 11 GAGE,

OR PLASTIC MESH

1/4" MAX. OPENING

General Notes:

FOAM

CURB INLET

1" REBAR FOR BAG

REMOVAL FROM INLET

(REBAR NOT INCLUDED)

DUMP LOOPS

(REBAR NOT INCLUDED)

OVERFLOW

EXPANSION

RESTRAINT

NOTES:

1. THIS TEMPORARY PROTECTION FOR CATCH BASIN INLETS (EXISTING AND PROPOSED)

SHALL BE MAINTAINED BY CONTRACTOR UNTIL COMPLETION OF WORK.

2. TEMPORARY PROTECTION SHALL BE REMOVED AT THE END OF THE WORK.

3. TEMPORARY PROTECTION SHALL BE SIZED TO FIT THE OPENINGS OF CATCH BASINS.

INSTALLATION DETAIL

SILTSACK

FILTER FABRIC

SILT FENCE

FLOW

BALES

STAKED HAY

PROPOSED GRADE

FILTER FABRIC IN TRENCH

COMPLETELY BURY

EXISTING

GRADE

SECTION (DOUBLE BARRIER)

2'-0"

EXISTING GRADE

FLOW

FILTER FABRIC

SILT FENCE

PROPOSED GRADE

COMPLETELY

BURY FILTER

FABRIC IN

TRENCH

SECTION (SINGLE BARRIER)

2'-0"

SEDIMENT BARRIER - SILT FENCE

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

STONE & CONCRETE BLOCK INLET PROTECTION

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

CATCH BASIN INLET PROTECTION DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

STRAW BALE INLET SEDIMENT FILTER

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

SILT FENCE INLET PROTECTION

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

CS502

Erosion + Sedimentation Detail Sheet 'B' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

WATERBARS SHOULD BE CONSTRUCTED AT A SLOPE OF 2% AND DISCHARGE TO A WELL-VEGETATED AREA ON THE DOWNSLOPE SIDE OF THE RIGHT-OF-WAY. THIS MAY INCLUDE WOODED AREAS IF THE RECOMMENDED SPACING PROVIDED IN TABLE 13.2 IS FOLLOWED. WATERBARS SHOULD NOT DISCHARGE INTO AN OPEN TRENCH.

OBSTRUCTIONS, SUCH AS STRAW BALES, SILT FENCE, ROCK FILTERS, COMPOST SOCKS ETC. SHOULD NOT BE PLACED IN ANY WATERBARS. WHERE NEEDED, THEY MAY BE LOCATED BELOW THE DISCHARGE END OF THE WATERBAR.

WATERBARS NEED NOT BE INSTALLED ON RESIDENTIAL LAWNS OR IN AGRICULTURAL FIELDS.

36 " MIN.AFTER COMPACTION

18" MIN.

AFTER

COMPACTION

FINISHED GRADE

SECTION A-A

N.T.S.

SKETCH

N.T.S.

SPACING OF WATERBARS

SEE TABLE 13.2 UTILITY LINE

RIGHT-OF-WAY

SLOPE BREAKER

SLOPE BREAKER

SLOPE BREAKER

SLOPE BREAKER

PIPELINE TRENCH

TRENCH SOIL

SLOPE 2% (TYP.)

WELL VEGETATED AREA

TYPICAL LOCATION OF

SEDIMENT BARRIER

(IF REQUIRED)

WATERBAR INSTALLATION ON A UTILITY LINE

NOT TO SCALE

SOURCE: DEP-ESPCP MANUAL - FIGURE 13.1

TOP OF EMBANKMENT

(DURING CONSTRUCTION

OR AT FINISH GRADE)

PLAN VIEW

METAL PIPEELBOW

METAL, FLEXIBLE RUBBER, OR

PLASTIC PIPE - FIRMLY

ANCHORED TO FILL SLOPE

(LENGTH VARIABLE)

OUTLET TO SEDIMENT BASIN,

TRAP, OR COLLECTION CHANNEL FILL

SLOPE

WATERTIGHT

CONNECTIONS

SLOPE PIPE WITH TRANSVERSE BERM

SLOPE

OUTLET TO SEDIMENT BASIN, TRAP, OR

COLLECTION CHANNEL

PROVIDE SUFFICIENT LENGTH (L)

OF TRANSVERSE BERM TO

DIRECT RUNOFF INTO TEMPORARY

SLOPE PIPE, WHEREVER TEMPORARY

SLOPE PIPE IS LOCATED AT LOW

POINT, NO TRAVERSE BERM IS

REQUIRED.

L DIRECTION OF FLOW

METAL OF END SECTION

ANGLE AS

REQUIRED

ANGLE AS

REQUIRED

SLOPE TO

DRAIN TOWARD

TOP OF FILL

TOP-OF-SLOPE

BERM (10' MIN.

WIDTH)

TOE-OF-SLOPE BERM (10'

MIN. WIDTH)

1:1

SLOPE

12 IN. MIN.

PLASTIC OR

METAL END

SECTION

TOE OF SLOPE

ELBOW OR

METAL PIPE

NOTES:

THE MAXIMUM DISTANCE BETWEEN ANCHOR STAKES SHALL BE 10 FEET.

TRANSVERSE BERM SHALL BE USED WHENEVER TEMPORARY SLOPE PIPE IS NOT LOCATED AT LOW POINT.

SLOPE PIPES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. ANY ACCUMULATED SEDIMENT SHALL

BE REMOVED FROM THE INLET IMMEDIATELY.

DAMAGED PIPE SECTIONS SHALL BE REPLACED WITHIN 24 HOURS. LEAKING CONNECTIONS SHALL BE REPAIRED

IMMEDIATELY.

TOP OF SLOPE BERM SHALL EXTEND

VERTICALLY ABOVE PIPE FOR 1/2 PIPE

DIAMETER OR 12 IN. WHICHEVER IS

GREATER.

TEMPORARY SLOPE PIPE

NOT TO SCALE

SOURCE: DEP-ESPCP MANUAL - STANDARD CONSTRUCTION DETAIL #6-5

STONE CHECK DAM

NOT TO SCALE

SOURCE: NORTH CAROLINA-DEQ, - EROSION & CONTROL MANUAL SECTION 6.83

12" No. 57 Stone

TEMPORARY ROCK SILT DITCH CHECK DAM

NOT TO SCALE

SOURCE: NCDOT - STANDARD DETAILS 1633.02

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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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

NOTE:

FIELD LEVEL DOME COVERAGE =

41 POINTS PER SQUARE INCH

INTERNAL EMBEDMENT FLANGE @ 3"

[76mm] C/C (SEE PLAN FOR ORIENTATION)

90° POINTS 0.045"

[1mm] HIGH

INTERNAL EMBEDMENT FLANGE @ 3"

[76MM] C/C (SEE PLAN FOR

ORIENTATION)

0.625"Ø HOLE THROUGH EMBEDMENT FLANGES

(3 PER FLANGE) AS SHOWN ON REFLECTED PLAN

0.625"[16mm]Ø HOLE

THROUGH EMBEDMENT

FLANGES (3 PER FLANGE)

INTERNAL

EMBEDMENT

FLANGE 7 PER

TILE

0.1875"Øx0.0625" DEEP [5mmØx1mm] DOME

UNDERSIDE OF TILE

SECTION B-B

SECTION A-A

DETAIL

PLAN - TILE

REFLECTED PLAN - TILE

3.125"3"

0.1875"

3.125"

0.1875"

0.2 0"

1.3

0.20" 0.20" 0.45" 0.45"

1.26" 1.67" 1.67"

24.625"

TILE FILLED WITH STRUCTURAL

POLYMER CONCRETE

0.625" [16mm]Ø HOLE

EMBEDMENT FLANGES AS

SHOWN IN PLAN

0.0 6"

0.2 5"

90° POINTS 0.045"

[1mm] HIGH0.20" 0.20" 0.45" 0.45"

1.26" 1.67" 1.67"

24.625"

0.1875"

0.1 5"

1.3

0.7 0"

0.2 7"

0.9 5"

1.6 7"

2.3 5"

0.40" 1.26"

0.0

8"

0.9 0"

0.4 0"

1.67"

0.0

8"

0.0

8"

0.0

8"

0.0625"

B B

A

A

1.26"1.26" 14 DOMES @ 1.67"

24.625"

1.2 6"

1.2 6"

D

OM

ES

1.

.62

5"

SEE DETAIL

RIGHT

1.26"3.125" 7 FLANGES @ 3"

24.625"

1.8

1.2

6" 8.0

0"

.62

5"

8.0 0"

0.7 5"

0.625"1.238"

DETECTABLE WARNING NOTES:

THE DETECTABLE WARNING STRIP MUST COVER THE

ENTIRE WIDTH OF THE RAMP OPENING, EXCLUDING THE

WINGS. ALL DOMES MUST BE ALIGNED IN THE DIRECTION

OF TRAVEL. ONE CORNER OF THE LEADING EDGE OF THE

DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM

THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB

RETURN, THE LEADING EDGE OF THE DETECTABLE

WARNING MAY BE DEIFNED BY THE CHORD DRAWN

BETWEEN THE LEADING EDGES OF THE RAMP OPENING.

VARIES PER PLANS 0' MIN.

TRUNCATED DOME TACTILE - WARNING STRIP

CURB ACCESS RAMP ALTERNATIVE - III

NOT TO SCALE

SOURCE: VA STANDARD DETAIL: SD32 0523-14 (MODIFIED)

CONCRETE SIDEWALK JOINT SPACING

NOT TO SCALE

SOURCE: VA STANDARD DETAIL: SD32 0523-18 (MODIFIED)

NOT TO SCALE

SOURCE: VA STANDARD DETAIL: SD32 0523-20 (MODIFIED)

CS503

Construction Detail Sheet 'A' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

CONCRETE SIDEWALK AT DOOR

STOP SIGN (R1-1)

NOT TO SCALE

SOURCE: MUTCD

RESERVED PARKING SIGN (R7-8)

NOT TO SCALE

SOURCE: MUTCD

VAN ACCESSIBLE SIGN (R7-8B)

NOT TO SCALE

SOURCE: MUTCD

MATERIALS:

1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM

EXTRUDED ALUMINUM WITH A MINIMUM 3.2 MM WALL

THICKNESS. THE SQUARE TUBES SHALL BE WELDED DIRECTLY

IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING

OR EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO

AGREE WITH STD. CORNER RADII OF 5/32" [4mm] TO 1/64" [.3mm].

2. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.

3. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM

A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A-165.

4. ALL CONCRETE SHALL BE 3,500 PSI.

NOTES:

1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4"

STARTER SIGN POST. STARTER SIGN POST SHALL BE REMOVED

AFTER CONCRETE HAS SET AND EXPOSED SQUARE TUBING

WRAPPED AND SEALED WITH DUCT TAPE.

2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT.

3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.

4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE PAVED

SURFACE.

5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED.

7/16" [10mm] HOLE DIAMETER SPACED AT 1" [25mm] 0.C.

EXPANSION

MATERIAL TYP.

IN CONCRETE

AREAS.

FINISH WITH

LANDSCAPE

MATERIAL.

FINISHED

GRADE

4" [100mm]

12" SQUARE

[300mm]

8" [20

0m m]

2 1 /2"

[63 mm

[50 mm

12" SQUARE

[300mm]

2 1 /2"

[63 mm

[10

0m m]

[30 5m m]

2'- 2 1

/2" [67

3m m]

2'- 8 1

/2" [82

6m m]

[15 2m m]

2"x2" [50x50mm]

PERFORATED POST

2 1/4"x2 1/4" [57x57mm]

PERFORATED POST

1 3/4"x1 3/4" [40x40mm]

PERFORATED POST

2'- 9"

[83 8m m]

8" SQUARE

[200mm]

[25 mm

] 1

[25 mm

SIGN POST DETAIL SQUARE TUBE FOUNDATION

NOT TO SCALE

SOURCE: VA STANDARD DETAIL NO.SD320523-19

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT

STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL

DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT

MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.

5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH

SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. TROWELLED FINISH AROUND EACH SIDEWALK PANEL TO MATCH ADJACENT EXISTING SIDEWALK.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

1" [25mm]

SCORED OR SAWCUT

CONTRACTION JOINT.

TOP OF CURB

1/4" [6mm] DEEP

SCORED JOINTS

CONCRETE

EXPANSION JOINT WITH 1/4" [6mm]

BITUMINOUS JOINT FILLER

EXPANSION AND SCORED JOINT DETAIL

[5m m]

3/1 6"

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

AN

S

P

ER

P

ER

PL

AN

S

PLAN1/4" [6mm] R.

(TYP.) FORMED

JOINTS ONLY

xx xx

6" CONCRETE

6" COMPACTED BASE

(GRAVEL BORROW TYPE "B)

EXISTING GROUND

xx

6X6-W2.0 X W2.0 WELDED WIRE FABRIC

AT MID DEPTH ON CHAIRS

x

BROOM FINISH

NOTES:

1. FOR JOINT SPACING REFER TO CONCRETE SIDEWALK JOINT SPACING DETAIL.

2. WHEN REPAIRING/REPLACING PORTIONS OF SIDEWALK, MATCH JOINT LOCATION & SPACING

WITH EXISTING JOINTS.

3" [76mm]

3" [76mm]

STOP REINF.

AT JOINT

CONCRETE DETAIL (SIDEWALK)

NOT TO SCALE

SOURCE: AAE DETAIL - 2017-USDVA-02

(2) #4 GREASED DOWEL BAR X 16"

LONG. PROVIDE 8" EMBEDMENT

INTO EXISTING CONCRETE

11' MIN. 10' MIN.

3353mm] [3048mm]

ACCESSIBILITY SIGNS CONCRETE WALK

4" [102mm] PAINTED

DIAGONAL LINES

5' [1524mm]

SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS.

SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE SPACE

QUANTITIES AND SIGNAGE.

ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5' [1524mm]

ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.

NOTE:

ACCESSIBLE SPACES

' M

AX

[60 mm M

AX

ACCESSIBILITY SYMBOL

CURB

PARKING STALL LAYOUT

NOT TO SCALE

SOURCE: VA STANDARD DETAIL: SD32 1723-01 (MODIFIED)

4. CURVED CURB SHALL BE PROVIDED FOR ALL CURB SET ON RADIUS OF 100 FT. OR LESS.

5. SEE STANDARD SPECIFICATIONS FOR CURB DIMENSIONS.

METHOD OF SETTING VERTICAL GRANITE CURB

NOT TO SCALE

SOURCE: MASSDOT CONSTRUCTION STANDARD DETAIL, DRAWING: E 106.3.0

EX. BIT. PAVEMENT

SAWCUT EXISTING BITUMINOUS

PAVEMENT IN A NEAT LINE.

CUT TO PASS THROUGH THE

ENTIRE DEPTH OF EXISTING

PAVEMENT.

APPLY MASSDOT APPROVED

JOINT SEALANT TO VERTICAL FACE

OF EXISTING PAVEMENT PRIOR

TO PLACEMENT OF NEW

BITUMINOUS PAVEMENT

NEW HMA TOP COURSE

NEW HMA BASE COURSE

RECLAIMED

BASE

MATERIAL

EX. GRAVEL

BASE

PAVEMENT NOTES

PROPOSED FULL DEPTH CONSTRUCTION

SURFACE: 5" HOT MIX ASPHALT

2" INCHES MODIFIED TOP COURSE MATERIAL

PLACED OVER 3" INCHES BASE COURSE

MATERIAL

SUBBASE: 12" GRAVEL BORROW TYPE "B"

PAVEMENT MATCH DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

EXISTING GROUND

2" - 3/8" CLEAN STONE

8" COMPACTED BASE

GRAVEL BORROW TYPE 'B'

COMPACTED IN 2 LIFTS

GRAVEL ROAD DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL

PARKING SIGN: PARKING STALL

DESIGNATION SIGN

NOT TO SCALE

SOURCE: VA SIGNAGE DESIGN GUIDE, SECTION 6

CONTRACTOR TO VERIFY SIGN VERBIAGE WITH COR BEFORE ORDERING.

PER PLAN

1/4" PER FOOT FINISHED FLOOR

6" CONCRETE

1" RIGID INSULATION

6" COMPACTED BASE (GRAVEL BORROW TYPE "B")

PREPARED SUBGRADE

NOTE: SIDEWALKS SHALL BE DOWELED INTO BUILDING FOUNDATION AT ENTRANCES.

3/4" DIA.x9" SLEEVE SMOOTH

SPEED DOWEL OR

EQUIVALENT @1'-0" O.C.

NOT TO SCALE

SOURCE: AAE DETAIL

WATER STOP FILLER AT

BUILDING

4" CONCRETE

4" COMPACTED BASE

(GRAVEL BORROW TYPE "B)

EXISTING GROUND

CONCRETE DETAIL (SPLASH BLOCK)

xx

6X6 -W2.0 XW2.0 WELDED WIRE FABRIC

AT MID DEPTH ON CHAIRS

x

BROOM FINISH

NOTES:

1. FOR JOINT SPACING REFER TO CONCRETE SPLASH BLOCK JOINT SPACING DETAIL.

2. WHEN REPAIRING/REPLACING PORTIONS OF SPLASH BLOCK, MATCH JOINT LOCATION &

SPACING WITH EXISTING JOINTS.

3" [76mm]

3" [76mm]

STOP REINF.

AT JOINT

NOT TO SCALE

SOURCE: AAE DETAIL

(2) #4 GREASED DOWEL BAR X 16"

LONG. PROVIDE 8" EMBEDMENT

INTO EXISTING CONCRETE

(2) #4 GREASED DOWEL BAR X 16"

LONG. PROVIDE 8" EMBEDMENT

INTO EXISTING CONCRETE

CONCRETE

WATER STOP MATERIAL

EXISTING

BUILDING

[5m m]

3/1 6"

SWELL TYPE WATER STOP

NOT TO SCALE

SOURCE: AAE DETAIL

(GRANITE)

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12:1 (MAX)

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1:50 (MAX)

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TRUNCATED DOMES DETECTIBLE WARNING STRIP

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CHORD

AutoCAD SHX Text NOTE: REFER TO VA STANDARD DETAIL 32 05 23-20 "TRUNCATED DOME TACTILE - WARNING STRIP" FOR ADDITIONAL INFORMATION.

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4' MIN.

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1% MIN. 2% MAX.

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TYPICAL SECTION

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1. 2. 3.

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EXISTING GROUND

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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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

CS504

Construction Detail Sheet 'B' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

PRECAST CONCRETE CATCH BASIN

NOT TO SCALE

SOURCE: AAE DETAIL - PREVIOUS PROJECT 17-USDVA-02

2'-0"

DIA.

FINISH GRADE

HEAVY DUTY CAST IRON FRAME

AND GRATE WITH MINIMUM

INSIDE CLEARANCE OF 24"

FRAME: LEBARON LF-248 OR

APPROVED EQUAL

GRATE: LEBARON 24SG17 OR

APPROVED EQUAL

CASTING TO BE SET ON

AND COVERED WITH A FULL

BED OF CEMENT MORTAR

ADJUST TO GRADE WITH

COURSES OF RED BRICK AND

MORTAR (2 COURSES

MIN., 4 COURSES MAX.)

FOR INVERT SEE GENERAL

PLANS

MORTAR FILL AROUND PIPE

REINFORCING SUFFICIENT TO

WITHSTAND H-20 LOADING

12" COMPACTED GRAVEL

COMPACTED SUBGRADE

8"

NOTE:

1. UPON FINAL PLACEMENT OF THE FRAME AND GRATE OR COVER AND CAST-IN-PLACE

CONCRETE COLLAR IN PREPARATION FOR FINAL PAVING, NO PORTION OF THE

CAST-IN-PLACE CONCRETE COLLAR SHALL EXTEND BEYOND THE EDGES OF THE

STRUCTURE.

2. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.

3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.

4. ALL CATCH BASINS SHALL HAVE FOUR (4') FOOT SUMP WITH HOOD, UNLESS NOTED ON THE

PLANS. HOOD SHALL BE AN APPROVED OIL & FLOATING DEBRIS TRAP. CONTRACTOR SHALL

SUBMIT MANUFACTURER SPECIFICATION FOR APPROVAL PRIOR TO INSTALLATION.

5. PRECAST CONCRETE STRUCTURES AND CASTINGS SHALL BE SUITABLE FOR HS20

LOADINGS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C-478.

HOOD

[610mm]

[127mm]

[203mm]

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02

"TYPE 2 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32

12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL

TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS

(E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR

ADDITIONAL INFORMATION.

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

ABC 100% MIN. COMPACTION

ASPHALTIC CONCRETE

SAW CUT EXISTING.

ASPHALT FULL DEPTH BOTH

SIDESTACK COAT (TYP.)

EXISTING PAVEMENT

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS

(E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA STANDARD DETAIL 32 12 16-01 "TYPE 1

UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32

12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL

TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR

ADDITIONAL INFORMATION.

TRENCH WIDTHS

GREATER THAN 4'-0"

[1219mm]

TRENCH

BACKFILL

SAW CUT EXISTING.

ASPHALT FULL DEPTH BOTH

SIDES

TACK COAT (TYP.)

EXISTING ASPHALT

CONCRETE PAVEMENT

PATCH WIDTH IN

ACCORDANCE WITH

AGENCY REQUIREMENTS

GRANULAR MATERIAL OR PCC

TYPE 1 UTILITY TRENCH PATCH

NOT TO SCALE

SOURCE: VA STANDARD DETAIL NOs. SD321216-02 & 03 (MODIFIED)

TYPE 2 UTILITY TRENCH PATCH

NOT TO SCALE

SOURCE: VA STANDARD DETAIL NOs. SD321216-02 & 03 (MODIFIED)

TYPICAL BUILDING DOWNSPOUT

NOT TO SCALE

SOURCE: AAE DETAIL

FINISH (GRADE ELEVATION VARIES)

FOUNDATION

EXTERIOR WALL

MI

N.

6" PVC SCH. 40

WYE

AND LATERAL

6" PVC SCH. 40 WHY

CLEAN OUT

NO HUB COUPLING

6" PVC SCH. 40 PIPE

(LENGTH VARIES)

SCH. 40

PVC 45°

BEND

CAST IRON DOWNSPOUT SHOE SHOP

PRIMED AND FIELD PAINTED TO MATCH

DOWNSPOUT COLOR NEENAH MFGR. OR

EQUIVALENT

WATERTIGHT

CONNECTION

6" PVC SCH. 40 45°

BEND

BRACKETS AT

4.0' O.C. VERTICALLY

DOWNSPOUT

(FIELD VERIFY)

OVERFLOW TEE

W/ SLOTTED CAP

6" PVC SCH. 40 PIPE

@ 0.5% MIN. SLOPE

(LENGTH VARIES)

PRECAST SANITARY MANHOLE

NOT TO SCALE

SOURCE: MASSDOT STANDARD CONSTRUCTION DETAIL - E 202.4.0

HORIZONTAL THRUST BLOCK

NOT TO SCALE

SOURCE: AAE DETAIL - SOUTH WHITEHALL TOWNSHIP STANDARDS

VERTICAL THRUST BLOCK

NOT TO SCALE

SOURCE: AAE DETAIL - SOUTH WHITEHALL TOWNSHIP STANDARDS

WATER VALVE BOX

NOT TO SCALE

SOURCE: AAE DETAIL - SOUTH WHITEHALL TOWNSHIP STANDARDS

SANITARY CLEANOUT DETAIL

NOT TO SCALE

SOURCE: AAE DETAIL

NON-SHRINK GROUT

3 COURSES OF BRICK

2'-6"

45° BEND

45° WYE

LATERAL

FLOW

CLASS "AA"-3300 PSI CEMENT CONCRETE PAD

(NOT REQUIRED IN LAWN AREAS)

FINAL GRADE OR PAVEMENT

CAST IRON FRAME &

COVER

RISER PIPE TO BE SAME

SIZE AND MATERIAL AS

SANITARY SEWER LATERAL

6" CONCRETE ENCASEMENT

AROUND WYE, BEND &

RISER REQUIRED WHEN

SUBJECT TO VEHICULAR

TRAFFIC LOADS

CLASS "AA"-3300 PSI CEMENT

CONCRETE PLACED ON

UNDISTURBED SOIL

NOTES:

1. VERTICAL PIPE OF CLEANOUT SHALL BE PLUGGED WITH APPROVED WATERTIGHT PLUG AS DIRECTED BY THE ENGINEER.

2. CLEANOUTS ARE REQUIRED EVERY 50 FT. FOR 4" LATERALS, EVERY 100 FT. FOR 6" LATERALS. CLEANOUTS SHALL BE INLSTALLED AT INTERVALS NOT EXCEEDING 100 FT. ON CONTINUOUS PIPE RUNS BETWEEN MANHOLE STRUCTURES.

7 1 /2"

DE

PT

H

VA

RI

ES

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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4' SUMP

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4' DIA.

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H=DESIGN REVEAL

AutoCAD SHX Text NOTES: 1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. 2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' [4572mm]. 3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm] INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS. THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE CURB OR CURB AND GUTTER. 5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR MAY BE SLIP FORMED. 6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS UNLESS A LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD DETAIL OR PROJECT PLANS. 7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm].

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TOP OF CURB

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ROADWAY & PAVEMENT WIDTH

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AutoCAD SHX Text [254mm] NOTE 8

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1:4 CURB

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BATTER

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PAVEMENT SURFACE

DESIGN END OF CURB

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

NOTES:

1. SIMILAR FOR BOTH ABOVE AND BELOW GRADE CONDITIONS NEAR EXISTING/NEW MANHOLES AS

SHOWN ON PLANS.

2. HAND DIGGING SHALL BE PERFORMED AT ALL ELECTRICAL CROSSINGS WITHIN 5' OF IDENTIFIED

SYSTEMS.

AREA FOR HAND DIGGING

± 10FT FROM EDGE OF

MANHOLE OR EQUIPMENT

EXISTING

MANHOLE

EXISTING

DUCTBANK,

TYPICAL

NEW DUCTBANK

PROTECTIVE

DISK

#5 THREADED DOWEL BAR INSERT

(LENTON BY ERICO OR EQUAL)

THREADED

DOWEL

#4 REBAR

CONTINUOUS

12" LAP (MINIMUM)

CLEAN BACKFILL, COMPACTED

(REFER TO PROJECT MANUAL

FOR % COMPACTION)

ORANGE DETECTABLE PLASTIC MARKER

TAPE WITH BLACK LETTERING PRINTED

ALONG LENGTH OF TAPE W/ "CAUTION:

COMMUNICATION LINE BURIED BELOW"

NO ROCK SHALL PROJECT INSIDE OF

TRENCH LIMITS

#4 REBAR

1'-6" ON

CENTER

FINISHED GRADE

LOAM AND SEED

3000 PSI CONCRETE ALL AROUND

(4) 4"Ø SCH 40 PVC POWER CONDUITS

TRENCH LIMITS

CROSS COUNTRYIN ROAD

CL

GRAVEL

SUBBASE

8-12" ℄ TO ℄MIN. SEPARATION

#4 REBAR

CONTINUOUS T&B

3" MIN. CLEAR TOP/SIDES.

3-1/2" CLR BOTTOM

MASONRY LEVELING BLOCKS

REFER TO DETAILS

AND PLANS FOR

QUANTITIES

GRAVEL BASE UNDER

ROADWAY/SIDEWALK SHALL BE PER

SPECIFICATIONS

#10 TRACER WIRE

REFER TO

SPECIFICATIONS

BOTTOM OF TRENCH SHALL BE CLEAN,

LEVEL AND COMPACTED PRIOR TO

INSTALLATION OF CONDUITS/CONCRETE

7-12" ℄ TO ℄

MIN. SEPARATION

PROVIDE #2/0AWG BARE COPPER GROUND LENGTH OF

TRENCH (TIE INTO GROUND GRIDS WITH EXOTHERMIC

CONNECTORS)

SIDEWALK OR PAVEMENT

TYPICAL FOR IN PAVEMENT

PVC CONDUIT

CONTINUED

6"

12"

MINIMUM

STEP

INSTALL #4

BARS W/

OVERLAP

NEXT DAY INSTALLATIONPREVIOUS DAY INSTALLATION

JOINT

(TYPICAL)

TYPICAL TRENCH NOTE:

1. WOODEN…