Attachment 5 - Civil Set Final.pdf

PROPOSEDEXISTING

CONTOUR LINE

CATCH BASIN

SANITARY LINE

STORM LINE

WATER LINE

WATER VALVE

UTILITY MANHOLE

SPOT GRADE

ELECTRIC LINE

ROOF LEADER

LIGHTING FIXTURE

YARD DRAIN

SANITARY CLEANOUT

LIGHT BOLLARD

STORM CLEANOUT

thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t 6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S, I N C .

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

689-402

JUNE 7, 2019 RL FV

1, 2, 3, 42

Department of Veterans Affairs

MARTINEZ COUCH & ASSOCIATES, LLC

SKILLED PROFESSIONALS.

PRACTICAL SOLUTIONS.

1084 Cromwell Avenue, Suite A-2 Rocky Hill, CT 06067 Tel: 860-436-4364

MartinezCouch.com

MCA Consulting Engineers & Surveyors DBE/MBE Certified

Site/Civil Engineering | Land Surveying | Energy & Sustainability Wastewater Engineering | Mechanical/Electrical/Plumbing | GIS

CD101

DEMOLITION PLAN

PROTECT EXISTING CONCRETE PAD AND ELECTRIC TRANSFORMER

TO REMAIN. ANY DAMAGES TO THE PAD OR TRANSFORMER MUST

BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER'S

REPRESENTATIVE AND REPAIRED BY APPROVED METHODS AT THE

CONTRACTOR'S EXPENSE.

PROTECT EXISTING STAIRS TO REMAIN. ANY

DAMAGES TO THE STAIRS MUST BE IMMEDIATELY

REPORTED TO THE CONTRACTING OFFICER'S

REPRESENTATIVE AND REPAIRED BY APPROVED

METHODS AT THE CONTRACTOR'S EXPENSE.

PROTECT EXISTING WALL TO REMAIN. ANY

DAMAGES TO THE WALL MUST BE REPORTED

IMMEDIATELY TO THE CONTRACTING OFFICER'S

REPRESENTATIVE AND REPAIRED BY APPROVED

METHODS AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT

ALL DISCONNECTED UTILITIES THAT WILL REMAIN IN

USE WILL BE RECONNECTED OUTSIDE OF THE NEW

ADDITION FOOTPRINT. THIS INCLUDES, BUT NOT

LIMITED TO: STORM DRAINAGE, SANITARY SEWER,

WATER, GAS, ELECTRIC, COMMUNICATIONS, AND

OTHER.

REMOVE AND DISPOSE OFF SITE EXISTING

STORM CLEANOUT. VOID TO BE FILLED

WITH STRUCTURAL FILL AND COMPACTED

AS NECESSARY (TYP. FOR ALL ON SITE

STORM CLEANOUTS)

CLEAR AND GRUB EXISTING TREES (TYPICAL FOR ALL TREES WITHIN

THE HATCHED AREA). VOID TO BE FILLED WITH STRUCTURAL FILL

WITHIN PROPOSED ADDITION FOOTPRINT AND WITH COMMON FILL

WITHIN REMAINING AREA AND COMPACTED AS NECESSARY.

CONSTRUCTION LIMIT

(TYP.)

SAW CUT, DEMOLISH, AND DISPOSE OFF SITE EXISTING CONCRETE

WALKS, AND PADS (TYPICAL FOR ALL WALKS WITHIN THE HATCHED

AREA). VOID TO BE FILLED WITH STRUCTURAL FILL WITHIN PROPOSED

ADDITION FOOTPRINT AND WITH COMMON FILL WITHIN REMAINING

AREA AND COMPACTED AS NECESSARY.

CUT, REMOVE, AND DISPOSE OFF SITE 8" STORM PIPE SECTION.

VOID TO BE FILLED WITH STRUCTURAL FILL WITHIN PROPOSED

ADDITION FOOTPRINT AND WITH COMMON FILL WITHIN

REMAINING AREA AND COMPACTED AS NECESSARY.

CUT, REMOVE, AND DISPOSE OFF SITE 6" SANITARY PIPE

SECTION. PROTECT REMAINING PIPE SECTION FOR FUTURE

RECONNECTION. VOID TO BE FILLED WITH STRUCTURAL FILL

WITHIN PROPOSED ADDITION FOOTPRINT AND WITH COMMON

FILL WITHIN REMAINING AREA AND COMPACTED AS NECESSARY.

DISCONNECT EXISTING WATER SERVICE CONNECTION. THE

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE FOR UTILITY DISCONNECTIONS

METHODS PRIOR TO START OF DEMOLITION. THE CONTRACTOR

IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM

AUTHORITIES HAVING JURISDICTION AND PAYMENT OF ALL FEES

PRIOR TO ANY WORK. VOID TO BE FILLED WITH STRUCTURAL FILL

WITHIN PROPOSED ADDITION FOOTPRINT AND WITH COMMON

FILL WITHIN REMAINING AREA AND COMPACTED AS NECESSARY.

DEMOLISH AND DISPOSE OFF SITE EXISTING SEWER M.H.

VOID TO BE FILLED WITH STRUCTURAL FILL AND

COMPACTED AS NECESSARY.

REMOVE AND DISPOSE OFF SITE 12" STORM PIPE SECTION. CAP

REMAINING PIPE SECTION AND PROTECT FOR FUTURE

RECONNECTION. VOID TO BE FILLED WITH STRUCTURAL FILL

WITHIN PROPOSED ADDITION FOOTPRINT AND WITH COMMON

FILL WITHIN REMAINING AREA AND COMPACTED AS NECESSARY.

REMOVE AND DISPOSE OFF SITE CATCH BASIN AND ALL

SUPPORTING STRUCTURES. VOID TO BE FILLED WITH

STRUCTURAL FILL AND COMPACTED AS NECESSARY.

REMOVE AND DISPOSE OFF SITE EXISTING LIGHTING FOUNDATION AND

ELECTRIC CONDUIT (TYPICAL FOR ALL LIGHTING FOUNDATION AND

ELECTRIC CONDUIT WITHIN THE HATCHED AREA). VOID TO BE FILLED WITH

STRUCTURAL FILL WITHIN PROPOSED ADDITION FOOTPRINT AND WITH

COMMON FILL WITHIN REMAINING AREA AND COMPACTED AS NECESSARY.

REMOVE AND SALVAGE ALL SITE FEATURE WITHIN THE

HATCHED AREA (STEEL BENCHES, STEEL LITTER

RECEPTACLE, FOOT (SPOT) LIGHTING, AND LIGHT BOLLARDS)

PROTECT EXISTING ROUND CATCH BASIN TO

REMAIN.

REMOVE AND DISPOSE OFF SITE EXISTING WATER VALVE. VOID

TO BE FILLED WITH STRUCTURAL FILL AND COMPACTED AS

NECESSARY.

"TOPOGRAPHIC MAP" OF PROPERTY LOCATED AT 555 WILLARD AVENUE,

NEWINGTON, CONNECTICUT; PREPARED FOR OFFICE OF CONSTRUCTION

AND FACILITIES MANAGEMENT, DEPARTMENT OF VETERANS AFFAIRS;

PROJECT TITLE: VA CONNECTICUT HEALTHCARE SYSTEM FACILITIES

MANAGEMENT SERVICE PLANAMETRIC DIGITAL BASE MAP. PREPARED BY

LEWIS ASSOCIATES; DATED: 07/11/2012; SCALE: 1"=20'. SHEET: 1 OF 3.

2016 LATEST REVIEW.

1. THE TERM DEMOLISH SHALL MEAN TO REMOVE ALL COMPONENTS OF THE NOTED ITEM AND TO DISPOSE OF THEM OFF SITE IN A

MANNER CONSISTENT WITH LOCAL, STATE AND FEDERAL REGULATIONS.

2. BURYING OF ANY DEBRIS ON SITE IS NOT PERMITTED

3. BURNING ON SITE IS NOT PERMITTED.

4. CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" 1.800.922.4455 FOR MARK OUT 72 HOURS PRIOR TO ANY SITE EXCAVATION.

5. ALL UTILITY DISCONNECTION OR REMOVALS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND

APPROPRIATE UTILITY SERVICE PROVIDER.

6. CONTRACTOR IS REQUIRED TO DEMOLISH ALL FEATURES AS REQUIRED. THIS INCLUDES, BUT IS NOT LIMITED TO LANDSCAPING, CONCRETE SIDEWALKS, CONCRETE PADS, AND ABOVE GROUND STRUCTURES WHICH ARE WITHIN THE HATCHED AREA, UNLESS

SPECIFIED OTHERWISE.

7. ANY VOIDS REMAINING AFTER SITE DEMOLITION SHALL BE FILLED WITH STRUCTURAL FILL WITHIN PROPOSED ADDITION FOOTPRINT

AND WITH COMMON FILL WITHIN REMAINING AREA AND COMPACTED AS NECESSARY.

8. CONTRACTOR REQUIRED TO PERFORM EARTHWORK TO MEET ALL NEW GRADING REQUIRED WITHIN LIMIT OF WORK.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY AND EXPENSE FOR PROTECTING THE ACCESS DRIVEWAY, GRANITE CURBS, EXISTING

RETAINING WALL, EXISTING CONCRETE STAIRS, AND PUBLIC ACCESS SIDEWALK FROM DAMAGE AS A DIRECT RESULT OF PROPOSED BUILDING ADDITION CONSTRUCTION ACTIVITY. ANY DAMAGES TO BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE AND REPAIRED AS DIRECTED BY AND TO THE SATISFACTION OF THE VA OF NEWIGNTON OFFICIALS AT THE

CONTRACTOR'S EXPENSE. SEE SHEET CX103 FOR DETAILS.

10. ANY ABANDONED EXISTING UTILITY PIPES EXPOSED DURING CONSTRUCTION SHALL BE CUT AND REMOVED. THE REMAINDER OF THE PIPE SHALL BE PLUGGED AS NECESSARY, VOID TO BE FILLED WITH STRUCTURAL FILL WITHIN PROPOSED ADDITION FOOTPRINT AND

WITH COMMON FILL WITHIN REMAINING AREA AND COMPACTED AS NECESSARY

11. THE CONTRACTOR COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR UTILITY DISCONNECTIONS PRIOR TO START OF DEMOLITION. EXISTING SANITARY SEWER LATERALS SERVING BUILDINGS THAT ARE BEING DEMOLISHED AND NOT APPROVED FOR REUSE SHALL BE DISCONNECTED OR PLUGGED. NEW LATERAL CONNECTIONS WILL NOT BE ACCEPTED UNTIL THE OLD LATERALS ARE PLUGGED AND PROPERLY ABANDONED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM AUTHORITIES HAVING JURISDICTION AND PAYMENT OF ALL FEES PRIOR TO ANY WORK. VOID TO BE FILLED WITH STRUCTURAL FILL WITHIN PROPOSED ADDITION FOOTPRINT AND WITH COMMON FILL WITHIN REMAINING AREA AND COMPACTED AS NECESSARY. (TYP.)

PROTECT EXISTING SANITARY SEWER PIPE TO REMAIN. PIPE NOT FIELD

SURVEY LOCATED. TAKEN FROM DRAWING PL101

SAW CUT CONCRETE WALK AT

THE CONCRETE STEP JOINT.

STEEL PIPE NOT FIELD SURVEY LOCATED, LOCATION IS

APPROXIMATE. CONTRACTOR TO FIELD INVESTIGATE STEEL PIPE

PURPOSE AND CONNECTIONS AND PRESENT FINDINGS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE FOR FURTHER ACTION.

SAW CUT EDGES OF CONCRETE

WALK WHERE EXISTING MATERIAL

IS TO REMAIN.

REMOVE AND DISPOSE OFF SITE EXISTING STORM CLEANOUT.

VOID TO BE FILLED WITH STRUCTURAL FILL WITHIN PROPOSED

ADDITION FOOTPRINT AND WITH COMMON FILL WITHIN

REMAINING AREA AND COMPACTED AS NECESSARY.

(TYP. FOR ALL ON THE SITE STORM CLEANOUTS)

CUT, REMOVE, AND DISPOSE OFF SITE STORM PIPE SECTION. VOID TO BE FILLED WITH

SUITABLE FILL FOR INTENDED USE AND COMPACTED AS NECESSARY.

PROTECT EXISTING ROOF DRAIN LATERAL AT THE BUILDING, TO REMAIN. PIPE NOT FIELD

SURVEY LOCATED. TAKEN FROM DRAWING PL101

REMOVE AND DISPOSE OFF SITE STORM PIPE. VOID TO BE

FILLED WITH STRUCTURAL FILL AND COMPACTED AS

NECESSARY.

REMOVE AND DISPOSE OFF SITE STORM PIPE. VOID TO BE

FILLED WITH STRUCTURAL FILL AND COMPACTED AS

NECESSARY.

ELECTRIC LINE NOT FIELD SURVEY LOCATED, TAKEN FOR MAPPING AND LOCATION IS

APPROXIMATE. CONTRACTOR TO FIELD INVESTIGATE ELECTRIC LINE PURPOSE AND

CONNECTIONS AND PRESENT FINDINGS TO THE CONTRACTING OFFICER'S

REPRESENTATIVE FOR FURTHER ACTION.

IF FOUND TO BE ABANDONED, SEE SHEET EP101, NOTE 21.

CATCH BASIN

SANITARY LINE

STORM LINE

WATER LINE

WATER VALVE

UTILITY MANHOLE

SPOT GRADE

ELECTRIC LINE

ROOF LEADER

LIGHTING FIXTURE

YARD DRAIN

SANITARY CLEANOUT

LIGHT BOLLARD

STORM CLEANOUT

115.1

117.0117.0

117.0

115.1 115.1

117.3

114.9

115.2

117.0

114.8 114.9

114.8114.7 thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t 6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S, I N C .

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

689-402

JUNE 7, 2019 RL FV

1, 2, 3, 42

Department of Veterans Affairs

MARTINEZ COUCH & ASSOCIATES, LLC

SKILLED PROFESSIONALS.

PRACTICAL SOLUTIONS.

1084 Cromwell Avenue, Suite A-2 Rocky Hill, CT 06067 Tel: 860-436-4364

MartinezCouch.com

MCA Consulting Engineers & Surveyors DBE/MBE Certified

Site/Civil Engineering | Land Surveying | Energy & Sustainability Wastewater Engineering | Mechanical/Electrical/Plumbing | GIS

CG101

SITE GRADING AND

DRAINAGE PLAN

PROPOSED STM. CO.#1

TF=116.5'

INV.OUT=114.0'

PROPOSED 10± LF. - 12" HDPE PIPE.

@SLOPE=1.0%

PROPOSED 16± LF. - 12" HDPE

PIPE.

@SLOPE=1.9%

PROPOSED STM. CO.#4

TF=116.5'

INV.IN=114.0'(S)

INV.IN/OUT=113.6'

PROPOSED 38± LF. - 12" HDPE PIPE.

@0.5% MIN. SLOPE

PROPOSED STM. CO.#3

TF=116.5'

INV.IN/OUT=113.8'

PROPOSED 10± LF. - 12" HDPE PIPE.

@0.5% MIN. SLOPE

PROPOSED YARD DRAIN

TF=114.6'

INV.IN/OUT=112.6'

IT'S THE CONTRACTOR RESPONSIBILITY AND EXPENSE TO INVESTIGATE

EXISTING STORM DRAINAGE PIPE LOCATION AND ELEVATION PRIOR TO

ANY STORM WATER INSTALLATION. MATCH PROPOSED 12" HDPE PIPE

INVERTS ELEVATION WITH THE EXISTING 12". MIN. PIPE SLOPE=0.5% IF

THE MINIMUM SLOPE CAN NOT BE ACHIEVED, REPLACE ENTIRE EXISTING

12" PIPE SECTION BETWEEN PROPOSED YARD DRAIN AND EXISTING C.B.

#35 WITH NEW 12" HDPE PIPE AT MIN.S=0.5%

1. ALL AREAS ARE GRADED TO PROVIDE DRAINAGE AWAY FROM THE

PROPOSED ADDITION. PONDING ON ANY PAVEMENT SURFACES WILL BE

CAUSE FOR REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

2. ALL SLOPES ARE TO BE ADEQUATELY STABILIZED, BY METHODS DESCRIBED

ON SHEET CX101.

3. COMPACT FILL AS REQUIRED.

1. ALL PROPOSED STORM WATER PIPES TO BE HDPE ADS N-12 WITH SOIL TIGHT JOINTS OR

APPROVED EQUAL, UNLESS NOTED OTHERWISE ON THESE PLANS.

2. THE CONTRACTOR IS TO START ALL WORK AT THE LOWEST POINTS DOWNSTREAM AND WORK

UPSTREAM THROUGH THE SYSTEM. IT IS THE CONTRACTOR'S RESPONSIBILITY AND EXPENSE TO VERIFY IN THE FIELD THE INVERT ELEVATIONS OF EXISTING STORM STRUCTURES THAT PROPOSED

PIPE CONNECTIONS ARE TO BE MADE PRIOR TO STARTING ANY WORK.

3. REFER TO DRAWING SHEET CX102 FOR ALL PROPOSED STORM WATER STRUCTURE DETAILS AND

SECTIONS.

4. CLEAN ALL STRUCTURES INCLUDING SUMPS AND PIPES AT SUBSTANTIAL COMPLETION. STORM

PIPES AND STRUCTURES TO BE LEFT CLEAN AT COMPLETION OF CONSTRUCTION AT

CONTRACTOR'S EXPENSE. INDICATED UNDERGROUND UTILITIES ARE BASED ON INDICATED

MAP REFERENCES. THE LOCATIONS ARE TO BE CONSIDERED

APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR

ANY CONSTRUCTION THE CONTRACTOR SHALL CALL

1-800-922-4455 AND HAVE ALL UTILITIES MARKED ON THE

GROUND.

PROPOSED STM. CO.#2

TF=116.5'

INV.IN/OUT=113.9'

CX102

CX102

PROPOSED ROOF LEADER

CONNECTION WITH BOOT

PROPOSED

BUILDING ADDITION

FF=117.68'

CONSTRUCTION LIMIT (TYP.)

ADJUST EXISTING ROUND CATCH BASIN GRATE. TO

MATCH PROPOSED GRADE IF REQUIRED ADD RISERS

OR REPLACE WITH NEW GRATE. MATCH DIAMETER AS

REQUIRED. PROPOSED 12" HDPE PIPE(S) TO CONNECT

INTO THE 6" OR 8" OPENING BY MEANS OF A

REDUCER. OPENING NOT TO BE ALTERED.

TF=115.75'

"TOPOGRAPHIC MAP" OF PROPERTY LOCATED AT 555 WILLARD AVENUE, NEWINGTON,

CONNECTICUT; PREPARED FOR OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT,

DEPARTMENT OF VETERANS AFFAIRS; PROJECT TITLE: VA CONNECTICUT HEALTHCARE

SYSTEM FACILITIES MANAGEMENT SERVICE PLANAMETRIC DIGITAL BASE MAP. PREPARED BY

LEWIS ASSOCIATES; DATED: 07/11/2012; SCALE: 1"=20'. SHEET: 1 OF 3. 2016 LATEST REVIEW.

CX102

CX102

CX102

CX102

CX102

CX102

CX102

CX102

CX102

PROPOSED ROOF LEADER

CONNECTION WITH BOOT

CX102

PROPOSED ROOF LEADER

CONNECTION WITH BOOT

CX102

PROPOSED INTERNAL ROOF DISCHARGE.

SEE LATEST PLUMBING DRAWINGS

SHEET PL101.

PROPOSED 12± LF. - 12" HDPE PIPE.

@0.5% MIN. SLOPE

CX102

PROPOSED STM. CO.#5

TF=116.6'

INV.IN=MATCH EXISTING(E)

INV.IN/OUT=113.5'

CX102

PROPOSED 15± LF. - 12" HDPE PIPE.

@0.5% MIN. SLOPE. EXISTING PIPE

NOT FIELD LOCATED

CX102

CATCH BASIN

SANITARY LINE

STORM LINE

WATER LINE

WATER VALVE

UTILITY MANHOLE

SPOT GRADE

ELECTRIC LINE

ROOF LEADER

LIGHTING FIXTURE

YARD DRAIN

SANITARY CLEANOUT

LIGHT BOLLARD

STORM CLEANOUT

thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t 6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S, I N C .

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

689-402

JUNE 7, 2019 RL FV

1, 2, 3, 42

Department of Veterans Affairs

MARTINEZ COUCH & ASSOCIATES, LLC

SKILLED PROFESSIONALS.

PRACTICAL SOLUTIONS.

1084 Cromwell Avenue, Suite A-2 Rocky Hill, CT 06067 Tel: 860-436-4364

MartinezCouch.com

MCA Consulting Engineers & Surveyors DBE/MBE Certified

Site/Civil Engineering | Land Surveying | Energy & Sustainability Wastewater Engineering | Mechanical/Electrical/Plumbing | GIS

CU101

SITE UTILITIES PLAN

1. CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING UNDERGROUND UTILITIES LOCATIONS AND

ELEVATIONS WITHIN THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. ANY EXISTING

UNDERGROUND UTILITIES DISCOVERED DURING CONSTRUCTION THAT ARE IN CONFLICT WITH

THE PROPOSED UNDERGROUND UTILITIES ARE TO BE REPORTED TO THE CONTRACTING

OFFICER'S REPRESENTATIVE FOR FURTHER ACTION.

2. CONTRACTOR IS TO ENSURE CARE IS TAKEN TO PROTECT ANY UNDERGROUND UTILITIES. IF ANY UTILITIES BECOME DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR IS

RESPONSIBLE TO NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE FOR IMMEDIATE

REPAIR AT THE CONTRACTOR'S EXPENSE

3. THE PROPOSED UTILITIES THAT ARE NOT DEPENDENT UPON GRAVITY FLOW MUST BE INSTALLED TO AVOID CONFLICT. EACH CONTRACTOR MUST COORDINATE WITH EACH UTILITY THAT HAS BEEN INSTALLED AND THE UTILITIES THAT REMAIN TO BE INSTALLED. THIS INCLUDES THE NEED TO DETERMINE THE VERTICAL AND HORIZONTAL LOCATION OF OTHER UTILITIES AND TO ANTICIPATE THE RECT LOCATION FOR ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND ANY OTHER

FEATURES, WHILE MAINTAINING MINIMUM REQUIRED COVER AND VERTICAL SEPARATION

DISTANCES. NOT ALL POTENTIAL CONFLICTS HAVE BEEN NOTED ON THE DRAWINGS.

4. REFER TO DRAWING SHEET CX102 FOR PROPOSED UNDERGROUND UTILITY DETAILS

1. ALL PROPOSED WATER SERVICE PIPE SHALL HAVE A MINIMUM 1.5 FT. VERTICAL

SEPARATION DISTANCE BETWEEN ALL UNDERGROUND UTILITIES. IF THIS CANNOT

ACHIEVED THE PIPE TO BE ENCASED IN CONCRETE.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY AND EXPENSE TO PROVIDE THE NECESSARY

PROVISIONS REQUIRED TO ANY EXISTING UNDERGROUND UTILITIES TO CONSTRUCT

PROPOSED WATER SERVICE CONNECTION.

3. REFER TO DRAWING SHEETS CX102 FOR ALL PROPOSED WATER CONNECTION

DETAILS.

PROPOSED SAN. CO.#1

TF=116.7'

SEE LATEST PLUMBING

DRAWINGS SHEET PL101

PROPOSED 20± LF. - 3" INCH DIAMETER COPPER COLD

DRAWN OF SOFT ANNEALED SEAMLESS TYPE "K" (A.W.W.A.)

PIPE FOR DOMESTIC WATER SERVICE. MAINTAIN MINIMUM

4.5 FT. COVER OVER THE TOP OF THE PIPE. CONTRACTOR

SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 18

INCHES BETWEEN SANITARY SEWER AND WATER PIPE,

MEASURED FROM CROWN TO INVERT. IF THIS CANNOT BE

ACHIEVED THE PIPE TO BE ENCASED IN CONCRETE.

INSTALL 10± L.F. - 6" PVC SCH.40 SANITARY SEWER

PIPE @ 1.1% MIN. SLOPE. MAINTAIN 4 FEET COVER

OVER THE PIPE. IT IS THE CONTRACTOR'S

RESPONSIBILITY AND EXPENSE TO FIELD VERIFY

INVERT ELEVATIONS.

PROPOSED SAN. CO.#2

TF=116.3'

INV.IN/OUT=111.3'

CX102

CX102

CX102

CX102

PROPOSED BUILDING

ADDITION

FF=117.68'

INDICATED UNDERGROUND UTILITIES ARE BASED ON INDICATED

MAP REFERENCES. THE LOCATIONS ARE TO BE CONSIDERED

APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR

ANY CONSTRUCTION THE CONTRACTOR SHALL CALL

1-800-922-4455 AND HAVE ALL UTILITIES MARKED ON THE

GROUND.

CONSTRUCTION LIMIT (TYP.)

"TOPOGRAPHIC MAP" OF PROPERTY LOCATED AT 555 WILLARD AVENUE, NEWINGTON,

CONNECTICUT; PREPARED FOR OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT,

DEPARTMENT OF VETERANS AFFAIRS; PROJECT TITLE: VA CONNECTICUT HEALTHCARE

SYSTEM FACILITIES MANAGEMENT SERVICE PLANAMETRIC DIGITAL BASE MAP. PREPARED BY

LEWIS ASSOCIATES; DATED: 07/11/2012; SCALE: 1"=20'. SHEET: 1 OF 3. 2016 LATEST REVIEW.

CATCH BASIN

SANITARY LINE

STORM LINE

WATER LINE

WATER VALVE

UTILITY MANHOLE

SPOT GRADE

ELECTRIC LINE

ROOF LEADER

LIGHTING FIXTURE

YARD DRAIN

SANITARY CLEANOUT

LIGHT BOLLARD

STORM CLEANOUT

CE 20'

9' thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t 6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S, I N C .

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

689-402

JUNE 7, 2019 RL FV

1, 2, 3, 42

Department of Veterans Affairs

MARTINEZ COUCH & ASSOCIATES, LLC

SKILLED PROFESSIONALS.

PRACTICAL SOLUTIONS.

1084 Cromwell Avenue, Suite A-2 Rocky Hill, CT 06067 Tel: 860-436-4364

MartinezCouch.com

MCA Consulting Engineers & Surveyors DBE/MBE Certified

Site/Civil Engineering | Land Surveying | Energy & Sustainability Wastewater Engineering | Mechanical/Electrical/Plumbing | GIS

CJ101

SOIL EROSION AND

SEDIMENT CONTROL PLAN

1. SOIL AND EROSION CONTROLS MEASURES SHOULD BE INSTALLED IN PLACE PRIOR TO ANY DEMOLITION OR EXCAVATION OF THE SUBJECT PROPERTY AND THE CONTRACTING OFFICER'S REPRESENTATIVE MUST BE CONTACTED TO INSPECT THE INSTALLATION PRIOR TO ANY FURTHER WORK ACTIVITY ONSITE.

2. ALL STORM DRAINAGE STRUCTURES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS TO THE SILT SOCKS SHALL BE

MADE IMMEDIATELY. THE SILT SOCK SHALL BE REPLACED PROMPTLY, SHOULD THE FABRIC

DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE ESTABLISHMENT OF THE PERMANENT

VEGETATIVE COVER. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY REACH APPROXIMATELY A ONE-HALF DEPTH OF THE SILTSACK. AT THE END OF THE CONSTRUCTION, WHEN THE SITE IS STABLE AND PERMANENT COVER OF ALL DISTURBED SURFACES IS COMPLETED, REMOVE THE SILTSACKS.

"TOPOGRAPHIC MAP" OF PROPERTY LOCATED AT 555 WILLARD AVENUE, NEWINGTON,

CONNECTICUT; PREPARED FOR OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT, DEPARTMENT OF VETERANS AFFAIRS; PROJECT TITLE: VA

CONNECTICUT HEALTHCARE SYSTEM FACILITIES MANAGEMENT SERVICE

PLANAMETRIC DIGITAL BASE MAP. PREPARED BY LEWIS ASSOCIATES; DATED:

07/11/2012; SCALE: 1"=20'. SHEET: 1 OF 3. 2016 LATEST REVIEW.

INSTALL SILTSACK UNDER

EXISTING CATCH BASIN

GRATE (TYP. OF 2)

CX101

INSTALL SILTSACK UNDER

PROPOSED YARD DRAIN GRATE

CX101

SILT BOOM (TYP.)3

CX101

INSTALL SILTSACK UNDER

EXISTING ROUND CATCH

BASIN GRATE (TYP.)

CX101

INSTALL 9' X 20'

CONSTRUCTION ENTRANCE

ANTI-TRACKING PAD

CX101

AREAS TO BE TOPSOILED

AND SEEDED.(TYP.)

AREAS TO BE

TOPSOILED AND

SEEDED (TYP)

GENERAL SOIL EROSION AND SEDIMENT CONTROL NOTES

(A) THE SOIL EROSION AND SEDIMENT CONTROL CONTACT PERSON: THE GENERAL CONTRACTOR HAS THE RESPONSIBILITY FOR IMPLEMENTING THE SOIL EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY

INCLUDES:

- THE INSTALLATION AND MAINTENANCE OF THE REQUIRED CONTROL MEASURES

- INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF

THE SOIL EROSION AND SEDIMENT CONTROL PLAN.

(A) ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY DEMOLITION AND/OR EXCAVATION ACTIVITY, INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. MEASURES SHALL BE LEFT IN PLACE

AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND/OR AREA IS STABILIZED.

(B) ENTRANCES TO THE PROJECT SITE ARE TO BE PROTECTED BY STONE TRACKING PADS OF ASTM C-33, SIZE NO. 2 OR 3, OR 2" CRUSHED GRAVEL. THE STONE TRACKING PAD IS TO BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION

PERIOD.

(C) LAND DISTURBANCE WILL BE KEPT TO A MINIMUM AND RESTABILIZATION WILL BE SCHEDULED AS SOON AS

PRACTICAL.

(D) ALL SOIL EROSION AND SEDIMENT CONTROL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PLANS AND

DETAILS.

(E) ANY ADDITIONAL EROSION/SEDIMENTATION CONTROL DEEMED NECESSARY BY CONTRACTING OFFICER REPRESENTATIVE DURING CONSTRUCTION, SHALL BE INSTALLED BY THE CONTRACTOR. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR/REPLACEMENT/MAINTENANCE OF ALL EROSION CONTROL MEASURES UNTIL ALL DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF THE CONTRACTING OFFICER.

(F) IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION AS WELL AS DISTURBANCE OF THE SOIL IS TO BE KEPT TO AN ABSOLUTE MINIMUM WHILE ALLOWING PROPER DEVELOPMENT OF THE SITE. DURING CONSTRUCTION, EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE FOR AS SHORT A TIME AS POSSIBLE.

(G) SILT BOOM SHALL BE PLACED AS INDICATED. SEDIMENT DEPOSITS SHOULD BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDES OF SILT BOOM. SILT BOOM ARE TO BE REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. SILT BOOM ARE TO REMAIN IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL

COMPLETION ALL CONSTRUCTION WORKS.

(H) INLETS SHALL BE PROTECTED WITH SILTSOCKS THROUGHOUT CONSTRUCTION AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED. ALL STORM DRAINAGE STRUCTURES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS TO THE SILTSOCKS SHALL BE MADE IMMEDIATELY. THE SILTSOCKS SHALL BE REPLACED PROMPTLY, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE ESTABLISHMENT OF THE PERMANENT VEGETATIVE COVER. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY REACH APPROXIMATELY A ONE-HALF DEPTH OF THE SILTSOCK. AT THE END OF THE CONSTRUCTION, WHEN THE SITE IS STABLE AND PERMANENT COVER OF ALL DISTURBED SURFACES IS COMPLETED, REMOVE THE SILTSOCKS.

(I) ALL FILL AREAS SHALL BE COMPACTED SUFFICIENTLY FOR THEIR INTENDED PURPOSE AND AS REQUIRED TO REDUCE

SLIPPING, EROSION OR EXCESS SATURATION.

(J) TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR

SEEDING.

TEMPORARY VEGETATIVE COVER (TV):

TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL SOILS EXPOSED FOR PERIODS OF UP TO 3 MONTHS.

1. SITE PREPARATION:

(A) GRADE AREA AS NEEDED AND FEASIBLE TO PERMIT THE USE OF EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE PLANS

AND DETAILS.

(B) INSTALL NEEDED EROSION CONTROL MEASURES SUCH AS GRADE STABILIZATION STRUCTURES AND SEDIMENT

BASINS.

2. SEEDBED PREPARATION

(A) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY THE UNIVERSITY OF CT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 300 LBS. PER ACRE OR 7.5 LBS PER 1,000 SQ.FT. OF 10-10-10 OR EQUIVALENT. APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM

OXIDE) AS FOLLOWS:

SOIL TEXTURE TONS/ACRE LBS/1,000 SQ.FT.

CLAY, CLAY LOAM AND HIGH ORGANIC SOIL 3 135

SANDY LOAM, LOAM, SILT LOAM 2 90

LOAMY SAND, SAND 1 45

REFER TO HARTFORD COUNTY SOIL SURVEY REPORT FOR SOIL TEXTURES AT THE SITE.

(B) WHERE THE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN SOIL TO DEPTH OF 4 INCHES

BEFORE APPLYING FERTILIZER LIME AND SEED.

(C) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEDER (SLURRY INCLUDING SEED AND FERTILIZER). HYDROSEEDINGS, WHICH INCLUDE MULCH, MAY BE LEFT ON SOIL

SURFACE. SEEDING RATES MUST BE INCREASED 10% WHEN HYDROSEEDING.

3. MULCHING

(A) SEE GUIDELINES IN TEMPORARY MULCHING (MU) SECTION

PERMANENT VEGETATIVE COVER (PV):

PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL EXPOSED SOILS WHERE PERENNIAL VEGETATION IS

NEEDED FOR LONG TERM PROTECTION.

1. SITE PREPARATION: SEE SPECIFICATION 31 20 11

2. SEEDBED PREPARATION: SEE SPECIFICATION 31 20 11

3. SEEDING DATES

(A) SPRING SEEDINGS USUALLY GIVE THE BEST RESULTS. SPRING SEEDINGS OF ALL SEED MIXES WITH LEGUMES IS RECOMMENDED, HOWEVER LATE SUMMER SEEDINGS PRIOR TO SEPTEMBER 1 CAN BE MADE. WHEN CROWN VETCH IS SEEDED IN LATE SUMMER AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED (UNSCARIFIED). THE

RECOMMENDED SEEDING DATES ARE:

APRIL 15 THROUGH JUNE 15

AUGUST 15 THROUGH SEPTEMBER 1

4. SEEDING: SEE SPECIFICATION 31 20 11

MAINTENANCE

(D) LIME ACCORDING TO A SOIL TEST OR AT A MINIMUM OF EVERY FIVE YEARS USING A RATE OF TWO TONS PER ACRE

(100 POUNDS PER 1,000 SQUARE FEET).

(E) WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST BIENNIALLY, 300 POUNDS

OF 10-10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1,000 SQUARE FEET).

(F) WHERE LEGUMES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST EVERY THREE YEARS 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1,000 SQUARE FEET). SILT FENCES - INSTALLATION

REQUIREMENTS

5. SHEET FLOW APPLICATIONS ONLY

(A) SILTBOOM SHALL BE INSTALLED ACCORDING TO THE MANUFACTURE OR SUPPLIER.

(B) THE SILTBOOM SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE

UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.

6. MAINTENANCE

(A) SILTBOOM SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED

RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

(B) THE SILTBOOM SHALL BE REPLACED PROMPTLY, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR

TO THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.

(C) SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE

BARRIER.

(D) ANY SEDIMENT DEPOSIT REMAINING IN PLACE AFTER THE SILT BOOM IS NO LONGER REQUIRED SHALL BE DRESSED

TO CONFORM TO THE EXISTING GRADE PREPARED AND SEEDED.

TEMPORARY MULCHING (MU)

DEFINITION APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL

SURFACE.

1. INSTALLATION REQUIREMENTS

(A) AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHALL BE MULCHED

IMMEDIATELY FOLLOWING SEEDING. MULCH ANCHORING WILL BE USED ON SLOPES GREATER

THAN 3 PERCENT. AREAS WHICH CANNOT BE SEEDED WITHIN THE SEEDLING DATES SHOULD BE

MULCHED TO PROVIDE TEMPORARY PROTECTION TO THE SOIL SURFACE. AN ORGANIC MULCH

OTHER THAN WOOD FIBER ALONE SHALL BE USED, AND THE AREA SHALL BE SEEDED AS SOON

AS SEEDING DATES PERMIT. MULCH SHALL BE USED WHEN TREE, SHRUB, AND GROUND COVER

PLANTINGS DO NOT PROVIDE ADEQUATE EROSION PROTECTION.

2. ORGANIC MULCHES

(A) ORGANIC MULCHES MAY BE USED IN ANY AREA WHERE MULCH IS REQUIRED, SUBJECT TO THE

RESTRICTIONS NOTED IN THE STATE OF CT "GUIDELINES FOR SOIL EROSION & SEDIMENT

CONTROL". STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER SPREADING TO

PREVENT WIND BLOWNING. OTHER ORGANIC MULCHES DO NOT REQUIRE ANCHORING. THE

FOLLOWING METHODS OF ANCHORING STRAW OR HAY MAY BE USED.

(B) MULCH ANCHORING TOOL THIS IS A TRACTOR-DRAWN IMPLEMENT DESIGNED TO PUNCH

MULCH INTO THE SOIL SURFACE. THIS METHOD PROVIDES MAXIMUM EROSION CONTROL WITH

STRAW. IT IS LIMITED TO USE ON SLOPES NO STEEPER THAN 3 TO 1 (3 HORIZONTALLY TO 1

VERTICALLY), WHERE EQUIPMENT CAN OPERATE SAFELY. MACHINERY SHALL BE OPERATED ON

THE CONTOUR.

(C) TRACKING APPLY MULCH AND DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVER ENTIRE

SURFACE SO CLEAT MARKS ARE PARALLEL TO CONTOUR.

(D) LIQUID MULCH BINDERS APPLICATION OF LIQUID MULCH BINDERS AND TACKIFIERS SHOULD BE

HEAVIEST AT EDGES OF AREAS AND AT CRESTS OF RIDGES AND BANKS TO PREVENT WIND

BLOWING. THE REMAINDER OF THE AREA SHOULD HAVE BINDER APPLIED UNIFORMLY. BINDERS

MAY BE APPLIED AFTER MULCH IS SPREAD OR MAY BE SPRAYED INTO THE MULCH AS IT IS BEING

BLOWN ONTO THE SOIL. APPLYING STRAW AND BINDER TOGETHER IS THE MOST EFFECTIVE

METHOD. THE FOLLOWING TYPES OF BINDERS MAY BE USED:

SYNTHETIC BINDERS

CHEMICAL BINDERS SUCH AS PETROSET, TERRATACK, HYDRO MULCH, AND AEROSPRAY MAY BE USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH. THEY ARE USEFUL IN RESIDENTIAL

AREAS WHERE ASPHALT MAY BE A PROBLEM.

(A) MULCH NETTINGS INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

(B) PEG AND TWINE DRIVE 4-INCH TO 6-INCH WOODEN PEGS TO WITHIN 3 INCHES OF THE SOIL SURFACE EVERY 3 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER STRAW

IS SPREAD. SECURE MULCH BY STRETCHING TWINE BETWEEN PEGS IN A

CRISS-CROSS-WITHIN-A-SQUARE PATTERN. TURN TWINE 2 OR MORE TIMES AROUND EACH PEG.

3. CHEMICAL MULCHES

(A) CHEMICAL MULCHES MAY BE USED ALONE IN THE FOLLOWING SITUATIONS: FROM MAY 1 TO JUNE 15 AND SEPTEMBER 15 TO OCTOBER 15, PROVIDED THAT THEY ARE USED ON AREAS WITH

SLOPES NO STEEPER THAN 4 TO 1 (4 HORIZONTALLY TO 1 VERTICALLY), WHICH HAVE BEEN

ROUGHENED. IF EROSION STILL OCCURS, ANOTHER MULCH MATERIAL SHALL BE APPLIED

IMMEDIATELY.

NOTE: CHEMICAL MULCHES MAY BE USED TO BIND OTHER MULCHES OR WITH WOOD FIBER IN A

HYDROSEEDED SLURRY AT ANY TIME. MANUFACTURER'S RECOMMENDATIONS FOR APPLICATION

OF CHEMICAL MULCHES SHALL BE FOLLOWED.

4. MATS

(A) INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS

MAINTENANCE

ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAINSTORMS, TO CHECK FOR SOIL EROSION. WHERE EROSION IS OBSERVED, ADDITIONAL MULCH SHOULD BE APPLIED. NET SHOULD BE INSPECTED AFTER RAINSTORMS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, RE-INSTALL NET AS NECESSARY AFTER REPAIRING DAMAGE TO THE INSPECTIONS SHOULD TAKE PLACE UNTIL GRASSES ARE FIRMLY ESTABLISHED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL EROSION AND TO SURVIVE SEVERE WEATHER CONDITIONS. WHERE MULCH IS USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS, INSPECT PERIODICALLY THROUGHOUT THE YEAR TO DETERMINE IF MULCH IS MAINTAINING

COVERAGE OF THE SOIL SURFACE; REPAIR AS NEEDED.

5. DUST CONTROL MEASUREMENT AND RECOMMENDATIONS

CONSTRUCTION ACTIVITIES AT THE PROJECT SITE WILL RESULT IN EMISSIONS OF FUGITIVE DUST TO THE ATMOSPHERE. THE QUANTITY OF FUGITIVE DUST GENERATED WILL BE CONTROLLED BUT IS DEPENDENT UPON WEATHER CONDITIONS. FUGITIVE DUST PARTICLES HAVE A GREATER PROPENSITY TO BECOME AIRBORNE DURING DRY AND BREEZY METEOROLOGICAL CONDITIONS. CONSTRUCTION ACTIVITIES AT THE SITE WHICH WILL RESULT IN THE GENERATION OF FUGITIVE DUST INCLUDE GRADING, MATERIAL LOADING AND UNLOADING, MATERIAL STORAGE PILES AND CONSTRUCTION TRAFFIC. THE CONTRACTOR WILL IMPLEMENT THE FOLLOWING REASONABLE PRECAUTIONS DURING CONSTRUCTION TO MINIMIZE

THE GENERATION OF FUGITIVE DUST:

(A) USE WATER FOR DUST CONTROL OF ACTIVE CONSTRUCTION AREAS, ACTIVE UNPAVED ROADS, AND OTHER SURFACES WHICH CAN GIVE RISE TO AIRBORNE A TYPICAL PRACTICE TO BE

FOLLOWED DURING SITE GRADING WILL BE TO FOLLOW THE EARTH MOVING EQUIPMENT WITH A

WATER TRUCK TO IMMEDIATELY WET THE NEWLY DISTURBED AREA.

(B) APPLY THE BINDER COURSE OF PAVING MATERIAL TO SITE AS SOON AS FEASIBLE DURING

CONSTRUCTION.

(C) THE CONTRACTOR MUST CLEAN/SWEEP DAILY ALL ON-SITE PAVED ROADS AND THAT PORTION

OF THE EXISTING PAVED SURFACES ON AND OFFSITE THAT ARE USED FOR THE DURATION OF

THE PROJECT BY CONSTRUCTION TRAFFIC. INSTITUTE A MAXIMUM ON SITE SPEED LIMIT OF 15

MILES PER HOUR.

(D) THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL DURING THE CONSTRUCTION

PROCESS. THE CONTRACTOR SHALL INSPECT THE SITE TO ASSURE DUST IS ADEQUATELY

CONTROLLED. IF THE OWNERS REPRESENTATIVE DETERMINES DUST CONTROL MEASURES ARE

NOT ADEQUATE THE CONTRACTOR SHALL BE REQUIRED TO INCREASE THESE MEASURES AS

DIRECTED.

'SILT SACK' SEDIMENT CONTROL

DEVICE USE 1 14" SIZE CLEAN STONE

CHECK DAMS TO DIRECT WATER

INTO STRUCTURE

NOTE:

1.) IN UNPAVED AREAS, USE STONE CHECK DAMS TO GUIDE RUNOFF

INTO CATCH BASIN

2.) SILT SOCK TO REMAIN UNTIL DISTURBED AREAS ARE

COMPLETELY STABILIZED.

SUBBASE, WHERE REQUIRED

'CL' CATCH BASIN STRUCTURE

EXPANSION RESTRAINT

6 INCH.

SEE PLAN

PAVED ROADWAY

SEE PLAN

NTS

NTS

1.5" X 1.5" X 36" WOODEN

STAKES PLACED 10' O.C.

12" MIN

SILT BOOMBLOWN/PLACED FILTER

MEDIA™

AREA TO BE PROTECTED

WORK AREA

WORK AREA

AREA TO BE PROTECTED

1.5" X 1.5" X 36" WOODEN

STAKES PLACED 10' O.C.

SILT BOOM

WATER FLOW

PLAN VIEWSECTION

NTS

SEPARATION GEOTEXTILE

FILTER FABRIC TC MIRATI

140N OR APPROVED EQUAL

3/4" CLEAN CRUSHED STONE

thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t 6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S, I N C .

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

689-402

JUNE 7, 2019 RL FV

1, 2, 3, 42

Department of Veterans Affairs

MARTINEZ COUCH & ASSOCIATES, LLC

SKILLED PROFESSIONALS.

PRACTICAL SOLUTIONS.

1084 Cromwell Avenue, Suite A-2 Rocky Hill, CT 06067 Tel: 860-436-4364

MartinezCouch.com

MCA Consulting Engineers & Surveyors DBE/MBE Certified

Site/Civil Engineering | Land Surveying | Energy & Sustainability Wastewater Engineering | Mechanical/Electrical/Plumbing | GIS

CX101

EROSION & SEDIMENTATION

CONTROL NOTES AND DETAILS

2" (MIN.) CRUSHED STONE

thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t 6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S, I N C .

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

689-402

JUNE 7, 2019 RL FV

1, 2, 3, 42

Department of Veterans Affairs

MARTINEZ COUCH & ASSOCIATES, LLC

SKILLED PROFESSIONALS.

PRACTICAL SOLUTIONS.

1084 Cromwell Avenue, Suite A-2 Rocky Hill, CT 06067 Tel: 860-436-4364

MartinezCouch.com

MCA Consulting Engineers & Surveyors DBE/MBE Certified

Site/Civil Engineering | Land Surveying | Energy & Sustainability Wastewater Engineering | Mechanical/Electrical/Plumbing | GIS

CX102

DETAILS

PAVING AS REQUIRED

WARNING TAPE

2'-0" MIN.

(OVER PIPE)

WATER SERVICE

PIPE DIAMETER

MIN. MIN.

UTILITY WARNING TAPE TO

BE METALIZED PLASTIC,

BLUE IN COLOR, MINIMUM

3" MINIMUM (WIDE) WITH

"CAUTION- WATER LINE

BURIED BELOW"

IMPRINTED IN BLACK

LETTERS

SAND COMPACTED IN 12" LAYERS TO 2'

ABOVE TOP OF THE PIPE

4'

- 6

" M

IN

. C O

V E

R

- D

O M

E S

TI

C

W A

TE

R

S E

R V

IC

E

1'-6" 1'-6"

WATER SERVICE

PIPESECTION

4" FOR 12"-24" PIPE

6" FOR 30"-60" PIPE

6"

MIN. COVER TO

RIGID PAVEMENT, H

MIN. COVER TO

FLEXIBLE PAVEMENT, H

SPRINGLINE

12" 30"

PIPE DIAM. MIN. TRENCH WIDTH

RECOMMENDED MINIMUM TRENCH WIDTHS

INITIAL

BACKFILL(CLASS I)

CLASS I MATERIAL TO

SPRINGLINE OF PIPE

BEDDING 34" CLEAN

CRUSHED STONE

SUITABLE

FOUNDATION

12"12" - 48"

PIPE DIAM.

SURFACE LIVE LOADING CONDITION

MINIMUM RECOMMENDED COVER BASED ON

VEHICLE LOADING CONDITIONS

H-20

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC

PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE CONTRACTOR OFFICER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY CONTRACTOR OFFICER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE CONTRACTOR OFFICER

REPRESENTATIVE. THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE 34" CLEAN CRUSHED STONE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE CONTRACTOR OFFICER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 4"-24"; 6" FOR 30"-60".

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE.

ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.

MIN. TRENCH WIDTH

(SEE TABLE)

FLOOR BOX FRAME AND LID, W/S.S.

CAP SCREW LID CLOSURE. SUITABLE

FOR HS-20 LOADING

CLASS "F" CONCRETE

4,500 PSI

CLEAN-OUT W/ SCREW-IN PLUG

SCH.40 PVC PIPE AND FITTINGS.

(TYP.)

45° ELBOWWYE

45° ELBOW

FINISHED GRADE

CONC. 24" SQUARE

10 12"

9"

4"

10"

6"

2"

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE

OR OTHER GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN

ASTM D2321. BEDDING & BACKFILL FOR SURFACE

DRAINAGE INLETS SHALL BE PLACED & COMPACTED

UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

8" MINIMUM

6" MINIMUM- EARTH

12" MINIMUM- ROCK

S E

E P

LA

N

GRAY IRON FRAME AND GRATE SHALL MEET

HS-20 LOAD RATING REQUIREMENTS IN

TRAFFIC AREAS

COMPACTED/

UNDISTURBED EARTH

SECTION

FRAME AND GRATE

IN

LE

T

IN

C

H H

D P

E

24"

YARD DRAIN

UNIT

3" 1-1/2"

NYLOPLAST

DUCTILE IRON

DO

N

OT

P

OL

LU

TE

D

RA

IN

S

TO

W

AT

ER

W

AY

S

1-1/4"

28-1/2"

24-3/4"

2' MINIMUM

SUMP

O U

TL

E

T

IN

C

H

VARIES

SEE PLANS

1. COVER SHALL BE GRAY IRON CASTING PER ASTM A-48-86 CLASS 30B.

2. FRAMES SHALL BE GRAY IRON.

3. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR

CORRUGATED HDPE PIPES

4. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°

5. FRAME AND COVER SHALL MEET HS-20 LOAD RATING REQUIREMENT FOR TRAFFIC

AREAS.

24" DIAMETER GRAY IRON FRAME SOLID COVER, SEE

NOTE 1 AND 2

18" MIN.

8"

MIN.

12" HDPE CONTRACTING

CORRUGATED PIPE

SOIL TIGHT JOINT. SEE NOTE 4 BEDDING MATERIAL SHALL BE 6" THICK- 34" CLEAN

CRUSHED STONE

BACKFILL MATERIAL SHALL BE CRUSHED STONE OR

GRANULAR MATERIAL MEETING THE REQUIREMENTS

OF CLASS II MATERIAL AS DEFINED IN ASTM D2321.

BEDDING AND BACKFILL FOR SURFACE DRAINAGE

INLETS SHALL BE PLACED AND COMPACTED

UNIFORMLY IN ACCORDANCE WITH ASTM D2321

UNDISTURBED/ COMPACTED

EARTH

CONCRETE COLLAR

CLASS "F" 4,500 PSI

RISER HEIGHT

VARIES

NO

SUMP

REQUIRED

24 INCH DIAMETER PVC

JUNCTION UNIT

16"

28"

FRONT VIEW

4 14"

3 14"

TOP VIEW

ISOMETRIC VIEW

2"

Ø47 8"

SIDE VIEW TYPICAL MOUNTING DETAIL

CUSTOMIZABLE

FRONT PANEL

4"

INSIDE BODY:

3" X 4"

STAINLESS STEEL

TAMPER-PROOF

SCREW(2)

2 5

16" X 4" CLEANOUT

WITH NEOPRENE

GASKET

SHOWN WITH

RUBBER ADAPTOR

CONNECTION

DOWNSPOUT

BOOT

DOWNSPOUT

2.

FT

M

IN

CONCRETE COLLAR

CLASS "F" 4,500 PSI

NOTES:

1. ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND

DISPOSED.

2. BACKFILL MATERIAL SHALL BE APPROVED BACKFILL ASTM D2321 CLASS III

IN PAVED AREAS (INCLUDING DRIVEWAYS AND SIDEWALKS) OR COMMON

FILL IN UNPAVED AREAS.

3. TRENCH WIDTH VARIES BASED ON PIPE SIZE AND DEPTH.TRENCHES

LOCATED IN THE ROAD SHOULDER SHALL BE TREATED THE SAME AS

TRENCHES IN THE PAVED ROADWAY EXCEPT FOR PAVEMENT AND

SURFACE RESTORATION WORK.

4. PROVIDE IMPERVIOUS TRENCH DAM(S) IN BEDDING IF DIRECTED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

5. EXCAVATION TRENCH SHALL BE CONFORM TO SPECIFICATIONS

6. PVC SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS.

6" LOAM, FERTILIZE & SEED W/

GRASS, MULCH OR SOD

EXISTING GRASS AREA

UNDISTURBED MATERIAL

COMMON FILL SEE NOTES 1

AND 2

3" MINIMUM WIDE UNDERGROUND

WARNING TAPE (DETECTABLE)

GEOTEXTILE FABRIC WRAPPED

AROUND BEDDING W/ 12" MIN.

OVERLAP IN ALL DIRECTIONS

24"

SEWER PIPE

6" MIN. IN EARTH, 12" MIN. IN ROCK

PAVED UNPAVED

REFER TO PAVEMENT

RESTORATION DETAILS

EXISTING PAVEMENT

PROCESSED AGGREGATE BASE

BACKFILL ASTM D2321 CLASS III.

SEE NOTES 1 AND 2

SAND PLACED IN 12" LAYERS

CRUSHED STONE TO SPRINGLINE

OR TOP OF PIPE SEE NOTE 5

UNDISTURBED OR SUITABLE

COMPACTED MATERIAL

TRENCH WIDTH

VARIES SEE NOTE 3

12"

MIN

O.D. 12"

MIN

O.D.

BEDDING AND BACKFILL ASTM D2321

CLASS III.

IN PAVED

BACKFILL MATERIAL SHALL BE

GRANULAR FILL

IN GRASS

COMMON FILL

IN GRASSIN PAVED

18" 18"

13 3 4"

THE BEDDING MATERIAL SHALL BE 6

INCHES THICK OF 34" CLEAN CRUSHED

STONE

NOTE:

1. COVER MEETS H-20 LOAD RATING. COVER SHALL BE GRAY IRON CASTING PER ASTM

A-48-83 CLASS 30B.

2. CASTINGS ARE FURNISHED WITH A BLACK PAINT

3. LOCKING DEVICE AVAILABLE UPON REQUEST

4. APPROXIMATE WEIGHT WITH FRAME = 138 LBS

5. NYLOPLAST: 24"- 2499CGS OR APPROVED EQUAL

28-1/2"

24-3/4"

3" 1-1/2"

GREY IRON FRAMEGREY IRON COVER

FRAME AND SOLID COVER

COMMON FILL

BACKFILL ASTM D2321 CLASS III.

thr ee in ch es on e f oo t

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6"

6"

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A R C H I T E C T S, I N C .

EXPAND PRIMARY CARE -

NEWINGTON VAMC

NEWINGTON, CT

689-402

JUNE 7, 2019 RL FV

1, 2, 3, 42

Department of Veterans Affairs

MARTINEZ COUCH & ASSOCIATES, LLC

SKILLED PROFESSIONALS.

PRACTICAL SOLUTIONS.

1084 Cromwell Avenue, Suite A-2 Rocky Hill, CT 06067 Tel: 860-436-4364

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MCA Consulting Engineers & Surveyors DBE/MBE Certified

Site/Civil Engineering | Land Surveying | Energy & Sustainability Wastewater Engineering | Mechanical/Electrical/Plumbing | GIS

CX103

DETAILS

6" 9"

2% MAX.

NTS

CONCRETE WALK

CLASS "F" CONCRETE

4,500 PSI

FINISH GRADE

GRANITE CURB

CONCRETE FILL 2" BELOW FINISHED

ASPHALT GRADE AT JOINTS

FINISH GRADE

BITUMINOUS CONCRETE

COMPACTED 34" AGGREGATE BASE (SUBSTITUTE

CONCRETE AT JOINTS)

COMPACTED OR UNDISTURBED EARTH

PROCESSED AGGREGATE BASE

COURSE. MATCH EXISTING DEPTH

MATCH EXISTING WIDTH

NOTES:

1. ALL PIECES SHALL BE 6'-0" LONG EXCEPT FOR CLOSURES WHERE NO PIECE LESS THAN 4'-0" LONG SHALL BE

USED.

2. CURBS OF RADIUS LESS THAN 100' SHALL BE CUT OR CAST TO REQUIRED RADIUS AND LENGTH.

3. USE 1/2" PREFORMED EXPANSION JOINT FILLER SPACED NOT MORE THAN 20'-0" O.C. FOR PRECAST OR

CAST-IN-PLACE CONCRETE CURB.

4. JOINT BETWEEN GRANITE OR CONCRETE SECTIONS ARE NOT TO EXCEED 1/2".

5. MINIMUM WIDTH OF CURB AT BOTTOM SHALL BE 4" OR NO GREATER THAN 2/3 THE HEIGHT OF THE PIECE.

6. CLASS "C" (AE) CONCRETE TO BE PLACED AT JOINTS AS SHOWN IN GRANITE CURB DETAIL, AND ALONG

STREET TRENCH AS SHOWN IN DETAIL.

7. TO BE USED AS INDICATED ON THE SITE PLAN

MATERIALS:

1. STONE FOR GRANITE CURBING SHALL BE HARD AND DURABLE GRANITE OF LIGHT COLOR AND UNIFORM

TEXTURE, NEITHER STRATIFIED NOR LAMINATED. IT SHALL BE FREE FROM SEAMS AND EVIDENCE OF WEAKENING OR DISINTEGRATION AND SHALL HAVE GOOD, SMOOTH SPLIT FACES. MATCH EXISTING COLOR

AND TEXTURE.

2. THE TOP SURFACE SHALL BE POINTED, PEEN HAMMERED AND SAWED. THE TOP 8 INCHES OF THE FACE SHALL BE SMOOTH QUARRY SPLIT AND FREE FROM DRILL HOLES. THE ENDS OF ALL STONES SHALL BE SQUARE WITH THE PLANES OF THE TOP AND FACE, AND SO FINISHED THAT WHEN STONES ARE PLACED END TO END AS CLOSELY AS POSSIBLE, NO SPACE MORE THAN 1/2 INCH SHALL SHOW IN THE JOINT FOR THE FULL WIDTH OF THE TOP OR THE TOP 8 INCHES OF THE FACE. THE TOP STREET SIDE FACE OF THE CURB SHALL NOT HAVE

SHARP EDGES.

NTS

PARTIAL ELEVATION

PLAN

CROSS SECTION

6" 90°90°

1/2" MAX.

GROUND

90°

MAX.

8"6"

" T

O

9"

1'-0"

6"

8"

1'-0"

6"

CROSS SECTION

6"

ASPHALT

CONCRETE FILL 2" BELOW

FINISHED ASPHALT. CLASS "C"

3,300 PSI

COMPACTED OR

UNDISTURBED EARTH (TYP.)

PROCESSES AGGREGATE

BASE (SUBSTITUTE

CONCRETE AT JOINTS)

MORTAR (OMIT AT

EXPANSION JOINTS)

CLASS "C" 3,300 PSI

CONCRETE (AT JOINTS)

FACE

REVEAL

NO PROJECTION TO FALL

OUTSIDE PLANE OF

BATTER 4" IN 12"

SAWED, POINTED OR

PEEN HAMMERED

PAVEMENT SECTION

CLASS "C"

3,300 PSI CONCRETE

STABILIZED SUB BASE

EDGE TO BE SAW CUT SMOOTH

AND SEALED WITH RC-2

BITUMINOUS SEALER

CT DOT FORM 817

EXISTING PAVEMENT

HOT ASPHALT SEAL CT DOT FORM 817

2" BITUMINOUS CONCRETE

CLASS 2 CT DOT FORM 817

2" BITUMINOUS CONCRETE

CLASS 1 CT DOT FORM 817

12" COMPACTED PROCESSED

AGGREGATE BASE

TACK COAT- TYPICAL ALL

ABUTTING PAVEMENT

SURFACES CT DOT FORM 817

1'-0" MIN. TRENCH WIDTH

VARIES 1'-0" MIN.

PAVEMENT REMOVAL

AND REPLACEMENT

WIDTH

NTS

NTS

NOTES:

1. ANY PEDESTRIAN RAMPS THAT ARE DISTURBED SHALL BE REPLACED IN-KIND GRADE THEN 6" LOAM AND SEED OR SOD ALL

AREAS NOT COVERED BY SIDEWALK OR PAVEMENT THAT ARE DISTURBED DURING SIDEWALK REMOVAL AND REPLACEMENT

2. MATCH SLOPE OF EXISTING SIDEWALK OR PROVIDE MAXIMUM 2% SLOPE

EPOXY COATED 6"x6" #8

WELDED WIRE FABRIC

CLASS "F" 4,500 PSI

CONCRETESLOPE 2% MAX.

NOTE 4

LOAM AND SEED

OR SOD (TYP)

SEE NOTE 3

FINISHED GRADE

UNDISTURBED SOIL

PROCESSED

AGGREGATE BASE

COURSE

8" THICK SIDEWALK 5" THICK SIDEWALK

12"

8"

3"

WIDTH VARIES

3"

EPOXY COATED 6"x6" #8

WELDED WIRE FABRIC

CLASS "F" 4,500 PSI

CONCRETE

SLOPE

2% MAX.

NOTE 4

LOAM AND SEED

OR SOD (TYP)

SEE NOTE 3

FINISHED GRADE

UNDISTURBED SOIL

PROCESSED

AGGREGATE BASE

COURSE

12"

5"

3"

WIDTH VARIES

3"

IN CASE OF DAMAGE TO SIDEWALKS OR CURBS, REPAIRS ARE TO

BE MADE IN ACCORDANCE WITH DETAILS IN THIS SHEET

GENERAL NOTES:

CUT & PATCH EXISTING BITUMINOUS

CONCRETE PAVEMENT. CONTRACTOR TO

MATCH EXISTING BITUMINOUS PAVEMENT

DEPTH WITH BITUMINOUS CLASS 2.

CUT & PATCH EXISTING BITUMINOUS

CONCRETE PAVEMENT. CONTRACTOR TO

MATCH EXISTING BITUMINOUS PAVEMENT

DEPTH WITH BITUMINOUS CLASS 1.

SAWCUT IN EXISTING

PAVEMENT

8"

6"

1'-6"

18"24"

PROCESSES

AGGREGATE BASE