definitive cluster subdivision plan...5. the infiltration basin. including the rip-rap pad...

DRAIN MANHOLE

CATCH BASIN

DRAIN LINE

FLARED-END SECTION

CONTOUR

WATER LINE

HYDRANT

GATE VALVE

GAS UNE

GAS GATE

OVERHEAD WIRE

UNDERGROUND ELECTRIC -

ELECTRIC VAULT

UTILITY POLE

ELECTRIC MANHOLE

LIGHT POLE

SIGN

GUARDRAIL

FENCE

CONCRETE BOUND

WALKING TRAIL

"(RECLINE

PROPERTY UNE

EASEMENT

LEGEND DESCRIPTION PROPOSED

4i)

PREPARED FOR:

EXISTING

A'

MONOMOY PROPERTIES LLC79 COVE ROADSOUTH DENNIS, MA 02660

DEFINITIVE CLUSTER SUBDIVISION PLAN

ATKINS ROADSANDWICH, MASSACHUSETTS

APRIL 5, 2017REVISED: MAY 15, 2017

SCALE: 1- 500'±

ISSUED FOR PERMITTINGNOT FOR CONSTRUCTION

INDEX OF DRAWINGSTITLE SHEETGENERAL NOTESEXISTING CONDITIONS PLAN

4-6 LOTTING PLAN7 SITE PLAN8-9 PLAN & PROFILES10 LANDSCAPE PLAN11 EROSION & SEDIMENT

CONTROL PLAN12-14 DETAILS

PREPARED BY:

BSC GROUP349 Route 28, Unit DW. Yarmouth, Massachusetts02673

11 508 778 8919

JOB NO: 4-9675.00 SHEET 1 OF 14

EROSION CONTROL NOTES:

1. THE PROPOSED PROJECT REQUIRES A NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT

(NPDES) FROM THE UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY (EPA) A STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) WILL BE

PREPARED AS A CONDITION OF THE NPDES PERMIT.

THE SITE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING

THE CONDITIONS OF THE NPDES PERMIT AND SY/PPP.

2. THE SITE CONTRACTOR IS RESPONSIBLE FOR

ESTABLISHING AND MAINTAINING SUITABLE EROSION AND

SEDIMENTATION CONTROL DEVICES ON SITE DURING

CONSTRUCTION AS REQUIRED TO PREVENT SILT FROM

LEAVING THE SITE INCLUDING CONSTRUCTING

ENTRANCES AND PERIMETER SEDIMENT CONTROLS. SILT

WILL NOT BE ALLOWED BEYOND CONSTRUCTION LIMITS.

3. EROSION CONTROL SHALL, AT MINIMUM. BE INSTALLED

IN THE LOCATIONS SHOWN ON THE PLANS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO INSTALL

ADDITIONAL EROSION CONTROLS AS NECESSARY.

CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS

FOR ALL GRADING AND OTHER LAND DISTURBING

ACTIVITIES PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEANUP

AND REMOVAL OF ANY BUILDUP OF SEDIMENT WHICH

ESCAPES FROM THE SITE.

6. CONTRACTOR IS RESPONSIBLE FOR CLEANING SILT AND

DEBRIS OUT OF ALL STORM DRAINAGE STRUCTURES

UPON THE COMPLETION OF CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL

TEMPORARY EROSION CONTROL MEASURES AFTER

CONSTRUCTION IS COMPLETE AND ALL DISTURBED

AREAS HAVE BEEN STABILIZED.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS

ASSOCIATED WITH ANY FINES LEVIED AGAINST THE SITE

FOR VIOLATIONS OF EROSION CONTROL REGULATIONS.

9. CONTRACTOR SHALL PROVIDE TEMPORARY GROUND

COVER FOR ALL AREAS 'MTH EXPOSED SOIL WHICH WILL

NOT BE DISTURBED BY GRADING OPERATIONS FOR A

PERIOD OF 14 DAYS OR MORE.

10. IF WORK ON THIS PROJECT IS SUSPENDED FOR ANY

REASON, THE CONTRACTOR SHALL MAINTAIN THE SOIL

EROSION AND SEDIMENTATION CONTROL FACILITIES IN

GOOD CONDITION DURING THE SUSPENSION OF WORK.

11. SPRINKLE OR APPLY DUST SUPPRESSORS TO KEEP

DUST WITHIN TOLERABLE LIMITS AT THE CONSTRUCTION

SITE.

12. FILTER FABRIC SHALL BE INSTALLED IN ALL CATCH

BASINS, WITH PERIODIC CLEANING AND/OR REPLACING

OF THE FILTER FABRIC, WHEN NECESSARY, THROUGHOUT

THE DURATION OF THE CONSTRUCTION.

13. CONTRACTOR RESPONSIBLE FOR PROTECTINGSTORMWATER MANAGEMENT AREAS FROM EROSION AND

SEDIMENT DURING CONSTRUCTION.

14. CONSTRUCTION ENTRANCES SHOULD BE INSPECTED

WEEKLY AND AFTER HEAVY RAINS OR HEAVY USE. THE

CONSTRUCTION ENTRANCE SHOULD BE TOPDRESSED

WITH NEW STONE ONCE THE ENTRANCE BECOMES

COMPLETELY CLOGGED WITH MUD AND SOIL PARTICLES.

15. SEDIMENT BEHIND PERIMETER SEDIMENT CONTROLS

MUST BE REMOVED ONCE SEDIMENT REACHES A LEVEL

OF DEPOSITION EQUAL TO HALF THE HEIGHT OF THE

BARRIER.

CONSTRUCTION NOTES:

IN GENERAL. THE PLANS ARE DIAGRAMMATIC AND ARE

NOT INTENDED TO SHOW EVERY FITTING, CHANGE IN

DIRECTION OR DETAIL OF CONSTRUCTION.

2. THE CONTRACTOR SHALL GIVE ALL NOTICES. COMPLY

WITH ALL LAWS ANO REGULATIONS, OBTAIN ALL PERMITS

NECESSARY. AND PAY ALL FEES ASSOCIATED WITH THE

INSTALLATION OF THE WORK.

THE CONTRACTOR SHALL PROVIDE ALL MATERIALS.

LABOR. SUPERVISION. TOOLS. EQUIPMENT, FUEL, POWER.

SANITARY FACILITIES AND INCIDENTALS NECESSARY FOR

THE FURNISHING, PERFORMANCE, TESTING, START-UP

AND COMPLETION OF THIS WORK.

THE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONS FOR THE SAFETY OF PERSONNEL AND

PROTECTION OF PROPERTY AT THE SITE ADJACENT

THERETO INCLUDING TREES, SHRUBS, LAWNS.

PAVEmENTS, ROADWAYS. STRUCTURES AND

UNDERGROUND UTILITIES NOT DESIGNED FOR REMOVAL.

RELOCATION, OR REPLACEMENT.

5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

THE MEANS. METHODS. TECHNIQUES. SEQUENCES. AND

PROCEDURES OF CONSTRUCTION REQUIRED FOR THE

INSTALLATION OF THIS WORK.

ALL MATERIALS SHALL BE NEW AND FREE FROM

DEFECTS AND OF GOOD QUALITY.

7. THE CONTRACTOR SHALL KEEP THE PREMISES FREE

FROM THE ACCUMULATION OF WASTE MATERIAL AND

OTHER DEBRIS RESULTING FROM THIS WORK.

ALL PAVEMENT MARKINGS, IF ANY, DISTURBED BY

CONSTRUCTION SHALL BE RESTORED AS PART OF THIS

WORK.

THE CONTRACTOR SHALL INSTITUTE ALL SAFETY

MEASURES NECESSARY TO PROTECT THE PUBLIC

SAFETY. THIS SHALL INCLUDE, BUT NOT LIMITED TO,

BARRICADES, SIGNS. LIGHTING, FENCES, POLICE DETAILS.

AND ANY OTHER MEANS AS DIRECTED. NO TRENCHES

ARE TO REMAIN OPEN OVERNIGHT.

10. THE CONTRACTOR SHALL NOTIFY DIG SAFE PRIOR TO

ANY EXCAVATION.

11. ALL METHODS AND MATERIALS SHALL CONFORM WITH

THE MASSACHUSETTS HIGHWAY DEPARTMENT

STANDARDS, TOWN OF SANDWICH D.P.W. STANDARDS,

AND TOWN OF SANDWICH PLANNING BOARD RULES ANO

REGULATIONS.

12. FINAL LAYOUT OF STOP SIGNS AND STREET SIGNS WILL

BE APPROVED BY THE SANDWICH DEPARTMENT OF

PUBLIC WORKS DURING CONSTRUCTION.

UTILITY NOTES:

PRIOR TO REcElviNG AUTHORIZATION TO CONSTRUCT.

ALL MATERIALS SHALL MEET THE STANDARDS AND

RECEIVE SHOP DRAWING APPROVAL. BASED ON

MANUFACTURERS DRAWINGS AND OTHER DATA.

ALL PROPOSED STRUCTURES. PIPES OR UTILITIES

CONNECTING TO EXISTING STRUCTURES, PIPES OR

UTILITIES SHALL BE VERIFIED FOR LOCATION AND

ELEVATION BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. ANY DISCREPANCIES NOTED SHALL BE

REPORTED TO THE ENGINEER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING ADEQUATE RECORDS OF THE LOCATION

AND ELEVATION OF ALL WORK INSTALLED. THE

CONTRACTOR SHALL PROVIDE THIS INFORMATION TO

THE ENGINEER FOR USE IN PREPARING AS-BUILTS.

UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN

THE SPECIFICATIONS. ALL PROPOSED DRAINAGE PIPES

SHALL BE RCP PIPE.

5. ALL DRAIN MANHOLES SHALL BE 4, DIAMETER UNLESS

OTHERWISE NOTED.

6. UNLESS OTHERWISE NOTED, ALL EXISTING UTILITIES

THAT SERVE EXISTING USES/BUILDINGS, INCLUDING

BUT NOT LIMITED TO, DRAIN, TELEPHONE. CABLE AND

ELECTRIC SHALL BE PROTECTED. THESE UTILITIES

AND OTHERS THAT SERVE ADJACENT PROPERTIES

SHALL REMAIN IN SERVICE THROUGHOUT

CONSTRUCTION.

7. ELECTRIC, TELEPHONE, CABLE AND APPURTENANCES

SHALL BE INSTALLED IN ACCORDANCE WITH

REQUIREMENTS OF THE APPROPRIATE UTILITY

COMPANIES.

R. THIS PLAN HAS BEEN PREPARED AS A SCHEMATIC

REPRESENTATION OF THE PROPOSED ELECTRIC,

TELEPHONE AND WATER SYSTEMS. IT IS NOT THE

INTENTION OF THIS DRAWING THAT EVERY DETAIL,

DEVICE, ITEM OR PIECE OF EQUIPMENT BE SHOWN.

FINAL DESIGN AND APPROVAL MUST BE OBTAINED

FROM THE RESPECTIVE UTILITY COMPANIES FOR

LOCATION OF TRANSFORMERS, CONDUITS, AND

CONNECTIONS TO BUILDINGS.

9. AT THE COMPLETION OF OPERATIONS, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING

ALL NEW AND EXISTING DRAINAGE STRUCTURES OF

SAND, SOIL OR OTHER DEBRIS.

10. INSTALLATION AND TESTING OF THE WATER MAINS,

SERVICE CONNECTIONS, HYDRANTS AND FITTINGS

SHALL CONFORM TO THE TOWN OF SANDWICH

REQUIREMENTS.

OPERATION AND MAINTENANCE

PLAN:

THE PROJECT INCLUDES AN OPERATION AND MAINTENANCE

PLAN REGARDING THE PROPOSED DEVELOPMENT TO MINIMIZE

IMPACTS TO ENVIRONMENTAL RESOURCES DURING AND

FOLLOWING CONSTRUCTION. THE PLAN INCORPORATES THE

USE OF SILT FENCE/HAYBALES WHERE NECESSARY AND

STORM DRAIN INLET PROTECTION DURING CONSTRUCTION.

DUE TO THE FACT THAT ALL OF THE PROPOSED

CONSTRUCTION TAKES PLACE OUTSIDE OF ONE-HUNDRED

FEET OF WETLANDS RESOURCES. LOCATIONS OF SILT FENCE

AND HAYBALES ARE NOT SHOWN ON THE PLANS. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR. UNDER THE

SWPPP, TO INSTALL SILT FENCE/HAYBALES WHEN

NECESSARY. MORE SPECIFICALLY. THE FOLLOWING

ACTIVITIES SHOULD TAKE PLACE BOTH DURING AND

FOLLOWING CONSTRUCTION, DURING CONSTRUCTION, IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE

PROJECTS DRAINAGE SYSTEM. FOLLOWING CONSTRUCTION,

IT WILL BECOME THE RESPONSIBILITY OF THE HOMEOWNER'S

ASSOCIATION TO MAINTAIN THE DRAINAGE SYSTEMS.

DURING CONSTRUCTION

1, THE CONTRACTOR SHALL INSPECT THE SITE A MINIMUM

OF ONCE A WEEK AND WITHIN 24 HOURS OF A

1/2-INCH OR GREATER RAIN STORM EVENT TO ENSURE

THAT EROSION OF SLOPES, STOCKPILES, ETC, IS NOT

OCCURRING. IN INSTANCES WHERE EROSION IS

OBSERVED, SILT FENCE/HAYBALES SHOULD BE

INSTALLED DOWN GRADIENT OF ERODING AREAS.

APPROPRIATE REPAIRS TO THE SEDIMENT CONTROLS

WILL BE MADE AS NECESSARY.

2. INSTALL FILTER FABRIC UNDER ALL CATCH BASIN RIMS.

FABRIC SHOULD BE INSPECTED ONCE A WEEK AND

WITHIN 24 HOURS OF A 1/2-INCH OR GREATER RAIN

STORM EVENT TO INSURE THAT DAMAGE TO FILTER

FABRIC HAS NOT OCCURRED. APPROPRIATE REPAIRS

TO THE FILTER FABRIC WILL BE MADE AS NECESSARY.

3. PROTECT BIO-RETENTION AREAS FROM EROSION AND

SEDIMENT DURING CONSTRUCTION, INCLUDING STONE

TRENCH. IN THE EVENT THE STONE TRENCH BECOMES

CLOGGED WITH SEDIMENT DURING CONSTRUCTION,

STONE AND FILTER FABRIC TO BE REPLACED.

CONSTRUCTION ENTRANCES SHOULD BE INSPECTED

WEEKLY AND AFTER HEAVY RAINS OR HEAVY USE. THE

CONSTRUCTION ENTRANCE SHOULD BE TOPDRESSED

WITH NEW STONE ONCE THE ENTRANCE BECOMES

COMPLETELY CLOGGED WITH MUD AND SOIL PARTICLES.

5. SEDIMENT BEHIND PERIMETER SEDIMENT CONTROLS

MUST BE REMOVED ONCE SEDIMENT REACHES A LEVEL

OF DEPOSITION EOUAL TO HALF THE HEIGHT OF THE

BARRIER.

FOLLOWING CONSTRUCTION

1. CATCH BASINS SHOULD BE INSPECTED FOUR TIMES A

YEAR AND CLEANED TWICE PER YEAR (AT A MINIMUM).

CLEANING SHOULD OCCUR IN THE EARLY SPRING

FOLLOWING SNOWMELT.

2. THE VORTSENTRY WATER QUALITY UNIT SHOULD BE

INSPECTED FOUR TIMES A YEAR AND CLEANED TWICE

PER YEAR (AT A MINIMUM). CLEANING SHOULD OCCUR

IN THE EARLY SPRING FOLLOWING SNOW MELT.

3. THE VORTSENTRY WATER QUALITY UNIT SHOULD 8E

CLEANED IMMEDIATELY FOLLOWING ANY SPILL OF

HAZARDOUS MATERIALS.

CLEANING OF CATCH BASINS AND VORTSENTRY UNIT

SHOULD BE PERFORMED BY A VACUUM TRUCK AND

MATERIALS REMOVED AND DISPOSED OF INACCORDANCE WITH ALL LOCAL. STATE. AND FEDERAL

REGULATIONS.

5. THE INFILTRATION BASIN. INCLUDING THE RIP-RAP PAD

DISCHARGING TO THE BASIN. SHOULD BE INSPECTED

TWICE A YEAR. ROUTINE MAINTENANCE. INCLUDING

MOWING. SHOULD TAKE PLACE AT LEAST TWICE PER

YEAR AND AS NEEDED. DURING INSPECTIONS, THE

RIP-RAP PAD SHOULD BE INSPECTED FOR ANY

EROSION OR STABILIZATION ISSUES. TRASH AND

OTHER DEBRIS SHOULD BE REMOVED ON A REGULAR

BASIS.

ROADWAY MAINTENANCE PLAN:

STREET SWEEPING

THIS ROADWAY MAINTENANCE PLAN HAS BEEN DEVELOPED

AS A GUIDE FOR YEAR-ROUND MAINTENANCE OF THE

ROADWAYS IN THE PROPOSED SUBDIVISION.

STREET SWEEPING OF ROADWAYS IS THE RESPONSIBILITY OF

THE HOMEOWNER'S ASSOCIATION AND SHOULD BE

PERFORMED TWICE PER YEAR (IN THE SPRING AND FALL).

OR AS NEEDED, THERE ARE THREE TYPES OF SWEEPERS:

MECHANICAL: MECHANICAL SWEEPERS USE BROOMS

OR ROTARY BRUSHES TO SCOUR THE PAVEMENT.

ALTHOUGH MOST OF THE SWEEPERS CURRENTLY IN

USE IN MASSACHUSETTS. BUT IT SHOULD BE NOTED

THAT THEY ARE NOT EFFICIENT FOR PICKING UP

FINE PARTICLES (LESS THAN 100 MICRONS).

REGENERATIVE AIR: THESE SWEEPERS BLOW AIR

ONTO THE ROAD OR PARKING LOT SURFACE.

CAUSING FINES TO RISE WHERE THEY ARE

VACUUMED. REGENERATIVE AIR SWEEPERS MAY

BLOW FINES OFF THE VACUUMED PORTION OF THE

ROADWAY OR PARKING LOT. WHERE THEY

CONTAMINATE STORMWATER WHEN IT RAINS.

VACUUM FILTER: THESE SWEEPERS REMOVE FINES

ALONG ROADS. TWO GENERAL TYPES OF VACUUM

FILTER SWEEPERS ARE AVAILABLE - WET AND DRY.

THE DRY TYPE USES A BROOM IN COMBINATION

WITH THE VACUUM. THE WET TYPE USES WATER

FOR DUST SUPPRESSION. RESEARCH INDICATES

THAT VACUUM SWEEPERS ARE HIGHLY EFFECTIVE IN

REMOVING TOTAL SUSPENDED SOLIDS (TSS) IN

STORMWATER RUNOFF.

REGARDLESS OF THE TYPE CHOSEN, THE EFFICIENCY OF

STREET SWEEPING IS INCREASED WHEN SWEEPERS ARE

OPERATED IN TANDEM. ONCE THE SWEEPINGS HAVE BEEN

REMOVED FROM ROADWAY SURFACES, THEY SHALL BE

HANDLED AND DISPOSED OF PROPERLY IN ACCORDANCE

WITH ALL LOCAL, STATE. ANO FEDERAL REGULATIONS.

SNOW DISPOSAL, PLOWING AND PAVEMENT REPAIRS

PAVEMENT REPAIRS AND WINTER MAINTENANCE, INCLUDING

PLOWING OF EMERGENCY ACCESS ROADS IS THE

RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION, UNTIL

SUCH ROADS ARE ACCEPTED BY THE TOWN.

THE PURPOSE OF THE SNOW AND SNOWMELT MANAGEMENT

PLAN IS TO PROVIDE GUIDELINES REGARDING SNOW

DISPOSAL SITE SELECTION, SITE PREPARATION, AND

MAINTENANCE THAT ARE ACCEPTABLE TO THE

MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL

PROTECTION (MossDEP) BUREAU OF RESOURCE PROTECTION.

FOR THE AREAS THAT REQUIRE SNOW REMOVAL, SNOW

STORAGE ONSITE WILL LARGELY BE ACCOMPLISHED BY

USING PERVIOUS UPLAND AREAS AWAY FROM ANY

WETLANDS AND RESOURCE AREAS. FOR SMALL. MORE

FREQUENT SNOWFALL EVENTS. THERE ARE ADEQUATE SNOW

STORAGE AREAS LOCATED OFF OF EDGES OF PAVED AREAS

OUTSIDE OF WETLAND RESOURCE AREAS. FOR LARGER

INFREQUENT SNOWFALL EVENTS, OR FOR ADDITIONAL SNOW

STORAGE SPACE, SNOW WILL BE REQUIRED TO BE HAULED

OFFSITE TO A SNOW STOCKPILE AREA MEETING MossDEP

REQUIREMENTS.

THE KEY TO SELECTING EFFECTIVE SNOW DISPOSAL SITES IS

TO LOCATED THEM ADJACENT TO OR ON PERVIOUS

SURFACES IN UPLAND AREAS AWAY FROM WATER

RESOURCES. AT THESE LOCATIONS, THE SNOW MELT WATER

CAN FILTER INTO THE SOIL. LEAVING BEHIND SAND AND

DEBRIS. WHICH CAN BE REMOVED IN THE SPRINGTIME. THE

FOLLOWING AREAS SHOULD BE AVOIDED:

AVOID DUMPING SNOW INTO ANY WATER BODY.

INCLUDING RIVERS. PONDS. AND WETLANDS. IN

ADDITION TO WATER QUALITY IMPACTS AND

FLOODING. SNOW DISPOSED OF IN OPEN WATER CAN

CAUSE NAVIGATIONAL HAZARDS WHEN IT FREEZES

INTO ICE BLOCKS.AVOID DISPOSING OF SNOW ON TOP OF STORM

DRAIN CATCH BASINS OR IN STORMATER DRAINAGE

SWALES OR DITCHES. SNOW COMBINED PATH SAND

AND DEBRIS MAY BLOCK A STORM DRAINAGE

SYSTEM, CAUSING LOCALIZED FLOODING. A HIGH

VOLUME OF SAND, SEDIMENT, AND LITTER RELEASED

FROM MELTING SNOW ALSO MAY BE QUICKLY

TRANSPORTED THROUGH THE SYSTEM INTO SURFACE

WATER.

WINTER ROAD SALT AND/OR SAM) IISF AND STORAGE

RESTRICTIONS.

ROAD SALTS AND SAND SHALL NOT BE STORED ONSITE.

ANY DEICING AGENTS PROPOSED TO BE USED MUSTCOMPLY WITH THE REQUIREMENTS SET FORTH BY THE CAPE.

COD COMMISSION AND THE TOWN OF SANDWICH.

/ tNOf 4AYTit/. UM

'.,, ( ' N*f,

IS n

BRIAN G. YERGATIAN DATEPROFESSIONAL ENGINEER

RESIDENTIALCLUSTER

SUBDIVISION

A'rKINS ROAD

IN

SANDWICH

MASSACHUSETTS(BARNSTABLE COUNTY)

GENERAL NOTES

APRIL 5, 2017

RBISIONS-

NO.! DATE DESC.

1 :4/24/17 RESPONSE TO P.B. COMMENTS

2 15/15/17 CONDIDON5 OF APPROVAL


PREPARED FOR:

MONOMOY PROPERTIES LLC

79 COVE ROAD

SOUTH DENNIS, MA 02660

P.14111.

BSC GROUP349 Route 28. Unit D

W. Yarmouth. Massachusetts

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LOCUS INFORMATION

CURRENT OWNER: MONOMOY PROPERTIES LLC

TITLE REFERENCE: DEED BOOK 226134, PAGE 86

PLAN REFERENCE: MAN BOOK 292, PACE 89PLAN BOOK 299. PAGES 40-42

ASSESSORS MAP: MAP 34PARCELS: PAGES 5-13, 51-56. 67-64

N/FEDWARD G. Knue

34-020

CB/OR TM Jr HELDOT AT LOT CORNER)

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N/FMARK J. HANEY

34-019

N/FRONALD A ZEUSKI

34-066

CRESTVIEW DRIVE

TOWN or SANDWICH34-085

GENERAL NOTES

1. THE TOPOGRAPHIC iNFORTAATON SHOWN ON THIS PUNT WAS OBTATNED FROM A PLAN ENTITLED,EXISTING CONDITIONS PENT, PREPARED BY BAXTER NYE ENGINEERING & SURVEYING, DRAWN Al

A SCALE OF 1'4100% DATED JUNE 20. 2009.

2. THE ELEVATIONS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1968 (NAY° 86).

3. THE PROPERTY LINE INFORMATION SHOWN ON THIS PLAN IS BASED ON AN ON-THE-GROUNDSURVEY PERFORMED BY BSC GROL.P, INC.

4. THE LOCUS PROPER,' DOES NOT CONTAIN ANY WETLANDS RESOURCE AREAS.

5. THE LOCUS PROPERTY IS LOCATED WITHIN AN AREA OF ESTIMATED HAINTA7 or RARE WILDLIFEAS INDICATED BY THE NATURAL HERBAGE AND ENDANGERED SPECIES PROGRAM (NHESP) ONLINEMAPPING.

6. THE LOCUS PROPERTY IS LOCATED WITHIN A pR.oRnv HABITAT Dr RARE SPECIES. AS iNDICATEDE. THE NHESP ONLINE MAPPING.

7. THE SITE TS LOCATED IN A ZONE x AS SHOWN ON THE Flom INSURANCE RATE MAP25001C0527.7. EFFECTIVE DATE JULY 16, 2014.

C3/DH FND(HELD)

36,9'24

N/FFOX MEADOW CONDOMINIUM

34-050

CIT/DH ,ND(HELD)

1.L4.114

# CRAIGDA.

11135039 '

4, Vt<to-60,

CRAIG A. FIELD DATEPROFESSIONAL LAND SURVEYOR

RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICH


EXISTING CONDITIONSPLAN

APRIL 5, 2017

REVISIONS:

N DATE_ QESS,.„..,_


PREPARED FOR:


79 COVE ROAD


s ll

BSC GROUP349 Route 28, Unit D

W. Yarmouth, Massachusetts

02673

508 778 R9I9

Co 7017 BSC Grevu, inc.

SCALE 1" = 100'

0 50 100 200 TEr

T !LE. Projects-TAR \ C \ 0 \ 2017._ \4967500-EXCdwg

DWG. NO: 6439-01: SHZE1 3 OF 14

.,00. NC. 4-9675_00

CB/OH FNO 21 HELDOT AT LOT CORNER) ;5 36.2218- E 510.00

=2,n,

ZONING SUMMARY(TOWN OF SANDWICH. MASSACHUSETTS)

DIMENSIONAL REQUIREMENTS:

CLASSIFICATION: R-2 (RESIDENTIAL) REOLDRED/ALLOSSO

Minimum LOT AREA 60.000 5.F. -

MINI.. 1_00 FRONTAGE 200 FT.

MINIMUM FRONT 0000 SETBACK 15 FT.

1.18/.10. SIDE/REAR YARD SETBACK 12 FT.

50(9,11.1 LOT COVERAGE 255

MAXIMUM BUILDING HEIGHT 35

MAXIMUM SHAPE FACTOR 22

DIMENSIONAL REQUIREMENTS:

CLA5SF1CATION: CLUSTER OEMELOPMENT REQUIRED/ALLOWED PROMDEO

MINIMUMLOT AREA 5,000 5.F.

MAXIMUM LOT AREA 40.000 5.1.

MINIMUM L0T FRONTAM

A.7.-Aklmoki LOT- FRONTAGE

50 FT.*

75 FT

59.7t FT.

75-0-it

MINIMUMFRONT Y 0 15 FT. RID

WHIM UM 90E ANO REAR YARD i' F1. 7110

m xiMUM LOT COVERAGE

10.001 - xe.oDD 1 . Teo• NOT LESS MAN 150 rco- ir 0. AN ARTERIAL STREET (.07 KRPUCABLE)

1,91B/IND

N/F


1,607,817± S.F.

36.91± AC

RING OF STONES,HD (HELD)

21.02'5 33'41'52" IN

LOT 18

PRIVATE WAYSEE PLAN BOOK 424

PAGE 20

N 36'2248" E 1.357.70' (ROAD SIDELINE TO CO/04)

36'22'48' E 516.41

1,356.77'. (CB/011 TO C6/DH)

5

DRAINAGE EASEMENT

2,999±

N/FTOWN OF SANDvACH

34-084

GB/ YI FNO

NONBUILDABLE

LOT

CB/DH F80(MELO)

CO/ON END(NOT NEIL)

CLERK TO THE TOWN OF SANCWICH, MASSACHUSETTS.

HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE SANDWICH

PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE

OF APPEAL WAS RECEWED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT ANO

RECORDING OF SAID No-ncE

2EUSKI6

TOWN OFN S /FAN 04

34-085

CRESTVIEW DRIVE__

OPEN SPACE

NONBUILDABLELOT

20' WIDEACCESS EASEMENT3,207i S.F.

5.77/014 FNO(HELD)

/00 ENOHELD)

N/FPAUL R. PADDOCK

34-060

Gt1/12. END(HELD)

397 76'

m\—\

•

9/FFOX MEADOW CONDOMINIUM

34-050

APPROVED UNDER THESUBDIVISION CONTROL LAWBY THE TOWN OF SANDWICH

PLANNING BOARD

BATE APPROVED:

DATE 51GNE0(

SANOVACH PLANNING BOARD

O

,0

ORMNAGE EASEMENT15.0498 S.F.

01/ON FRO

(HELD)

LOCUS INFORMATION

CURRENT OWNER: MONOMOY PROPERTIES LLC

UT.( REFEITENCE: PLAN 8008 2268.. PAGE 86

PIAN REFERENCE: PLAN BOOK 292. PAGE B9PLAN BOOK 299. PAGES 00-02

ASSESSORS LAW: MAP 30PARCELS: PAGES 5-13. 51-56 h 67-01

FOR REGISTRY USE ONLYI CERTIFY TO THE BEST OF MY

PROFESSIONAL KNOWLEDGE. INFORMATION

AND BELIEF THAT THIS PLAN CONFORMSTO THE RULES AND REGULATIONS OFTHE REGISTRY '..,uo. 41,,,

sc,mvo REID

TAT 78089

A evreFT AA

15s.

" s--//s/..e ..7.• -7CRAIG A. FIELD DATE

PROFESSIONAL LAND SURVEYOR

RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICHMASSACHUSETTS(BARNSTABLE COUNTY)

OVERALLLOTTING PLAN

APRIL 5, 2017

REVISIONS;

NO. DATE DESC.

1 4/24/17 1 RESPONSE TO P.B. COMMENTS

2 5/15/17 i CONDITIONS OF APPROVAL

PREPARED FOR:

MONOMOY PROPERTIES LLC79 COVE ROAD

SOUTH DENNIS. MA 02660

BSC GROUP349 Route 28, Unit DW. Yarmouth, Massachusetts02673

508 778 8919

5.; .a:,:, OSC Cre.. .nc.

nczi.E. l - - 100'

0 50 ICO 200 )E.

(11i Projects-YAR \ 496M00 \ C \ 0 \ 20 I 7...

s wG. NO- 6439-01SHEL7 4 Ur 14

,T,S NO: 49675.CD


PLANNING BOARD

DATE AP

DATE 95NED,

SANDNICH PLANNING BOARD

20.38'

CB /D11 FNDN 3622'48' E 1,357.82.± (ROAD SIDELINE TO CB/DH)

•6"7C

tPP',4V

1.356.77'± (CB/DH TO CB/0

30' WIDEACCESS EASEMENT

7,985± S.F.

30' WIDEDRAINAGE EASEMENT4,634± S.F.

r. *N" L.-15.01'

'155e.

\

00

LOT 612,990± S.F.SH. FA. 17.2

OPEN SPACE14,323± S.F.

(NOT BUILDABLE)

DRAINAGE EASEMENT2.999± S.F.

PROPOSEDMDNUMENTATION I FGEND

D 55r5' REINFORCEDCONE,o, BOUND

8-58- ROWCONCRETE BOUND

0 ALUMINUM ROD wrrtiW,CNEDC CAP

LOT 713,046±sti. FA. 17.2

— —EASEMENT

LOT12,446± S.F.SH. FA. 17.4

EASEMENI

"k9

CLERK TO THE TOWN OF SANDWICH. MASSACHUSETTS,HEREBY CERTIFY THAT 111E NOTICE OF APPROVAL OF THIS PLAN BY THE SANDWICHPLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICEOF APPEAL WAS RECEIVED DURING T1 LE TWENTY DAYS NEXT AFTER SUCH RECEIPT ANDRECORDING OF SAID NOTICE.

8.2

SLOPEEASEMENT(TYP.)

CB/DI I FND(VELD)

5422'

SLOPE EASEMENT(TYP-)

I2)

LOT 2113,997± S.F.SH. FA. 19.1

LOT 513,666± S.F.SH. FA. 17.0

LOT 1713,221± S.F.SH. FA. 21.8

LOT 1613,288± S.F.SH. FA. 21.7

(11,907± S.F.)

LOT 2214,602± S.F.SH. FA. 18.5

N 321)8'47"

LOT 412,764± S.F.SH. FA. 17.3


(NOT.`1' BUILDABLE)

LOT 2313.242± S.F.SH. FA. 20.6

LOT 311,487± S.F.SH. FA. 17.9

LOT 1411,250± S.F.SH. FA. 21.4

LOT 213,218± S.F.SH. FA. 17.2

ny


(NOT BUILDABLE)

LOT 113,125± S.F.SH. FA. 17.3

SLOPE EASEMENT(TIP.)

CB/DH FND(HELD)

18

L-34.12'

°RAMAGE EASEMENT1a,0490 S.F.

FOR REGISTRY USE ONLY

I CERTIFY TO THE BEST OF MYPROFESSIONAL KNOWLEDGE, INFORMATIONAND BELIEF THAT THIS PLAN CONFORMSTO THE RULES AND REGULATIONS OFTHE REGISTRY - Sa_.W.: ,

-;,-oo.",,\,,,

T; co..3,A, ••,„

1 t.i..,...12 ).

tiensrl. fiAA. ‘.5... 1.

..c.-' -

_

3:// ..c/ .S. a 1 -7

CRAIG A. FIELD DATEPROFESSIONAL LAND SURVEYOR

RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICH


LOTTING PLAN

APRIL S, 2017

REVISIONS:___NO. DATE DESC.

1 4/24/17 RESPONSE TD P.B. COMMENTS

2 5/15/17 cottornoNs Of APPROVAL

PREPARED FOR:



el BSC Glick'',349 Route 28, Unit DW. Yarmouth, Massachusetts02673

508 778 8919

© 2017 BSC Croup. Inc.

SCALE: 1" - 40'

0 20 40 ao .:o

FILE: Projects-YAR \ 4967500 \ C \ D \ 2017...

DWG. N0: 6439-01SHEET 5 OF 14

JOB. NO: 49675.00

DRAINAGE EASEMENT2,999± S.F.

PROPOSEDMONUMENTATION I MEND

13 5.4' REINFORCEDCONCRETE BOUND

• 8546' REINFORCEDCONCRETE BOUND

O ALUMINUM ROD WITHMAGNETIC CV

LOT 713,046± S.F.SH. FA. 17.2

EASEM°41. N34,47"42TL-7.5o' woo

EASEMENT

797.73'

a, L-15.01

LOT 812,9901: S.F.SH. FA. 17.2

- 42 150.00

S3'47'4 ,6 '11-21

01.

R-

LOT 813,045± S.F.SH. FA. 17.2

N.

-°°

LOT 912,4461 S.F.511. FA. 17.4

?±-V 01-

d""-T.T

,,,6stV‘ •

-4311,3L089T±10s.F.

51-1. FA. 17.9 op •

4'17

EASEMENT

sr 8/ /


(NOT BUILDABLE)

4S'.%1

LOT 1911,318± S.F.SH. FA. 18.7

16'6\

., ./.,,,., 1%.O.-. N..-

..,4' 4 V,Z4-

0 /4,504,4„-- Isi-•

, • 45 LOT 11 .4:,.

/ 11,250 S.F.SH. FA. 18.0

EASEMENT

J

X6'0 "

AM

/

00•

S,711201181,1

• •JT

LOT 18▪ 11,430± S.F.

SH. FA. 19.6

LOT 2011,967± S.F.SH. FA. 19.9

SLOPEEASEMENTOTP.)

'

co\

-LOT 12 720.

8,950± S.F.SH. FA. 19.3

S 35-47.08. W

N/FTOM OF SANDWICH

34-084


PLANNING BOARD

DATE APPROVED:

DATE SIGNED:SANDWICH PLANNING BOARD

•EZsu

O4

g,

CD/DH FND(HELD)

.41

7'41'

11 ;5?

;71

LOT 2113,997± S.F.SH. FA. 19.1

DRAINAGE EASEMENT8.84-6± S.F.

341.83'

so

\ 4,

LOT 1713,221± S.F.SH. FA. 21.8

,sqly

p

OPEN SPACE''5,876± S.F.

..T; (NOT4 • BUILDABLE)

LOT 1613,288± S.F.SH. FA. 21.7

(11,907± S.F.)

570.0,

$

Pk

LOT 2214,602* S.F.SH. FA. 18.5

-g$

6s*

LOT 1511,250± S.F.SH. FA. 21.4

a.

LOT 2313.242± S.F.SH. FA. 20.6

41"

%.•A irk:

LOT 1411,250± S.F.SH. FA. 21.4

" LOT 1311,250± S.F.SH. FA. 21.4

S40-40.521,1 157.87'

ss,

2

197.•RI- 1I

o/i/

.;f? • -://2/44v.e

-a-

Ofr

LOT 213.218± S.F.SR. FA. 17.2

No•

4, 46

T&

%.

SLOPE EASEMENT(TYP.)

%..."f2.4-

AIL, (1)

0

-5;c3


(NOT BUILDABLE)

R-20.00'L•434.02'

1.187.77'

.360 00

5-41 0 0 0.

CB/DH FND(HELD NOT ATLOT CORNER)

S 35'02'12" W

N/FTOWN OF SANDWICH

34-085

23.32.

20' WIDEACCESS EASEMENT3.207± SF.

—

CB/DH END

)

5350212"W

CLERK TO THE TOM OF SANDWICH, MASSACHUSETTS,HEREBY CERTIFY 111AT THE NOTICE OF APPROVAL OF THIS PLAN BY THE SANDWICHPLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICEOF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFIER SUCH RECEIPT ANDRECORDING OF SAID NOTICE.

L•4307. 72

SLOPE EASEMENTTITP./

392.76'

0' t

CB/DH FND(HELD)

N/FJAMES P. KALWEIT

34-057

DRAINAGE EASEMENT18.1146± S.F.

0, 66

C13/D11 FND(11ELD)

CB /DI END(HELD)

S 3619'24- W

FOX MEADOW CONDOMINIUM34-050

FOR REGISTRY USE ONLY

I CERTIFY TO 111E BEST OF MYPROFESSIONAL KNOWLEDGE. INFORMATIONAND BELIEF THAT THIS PLAN CONFORMSTO THE RULES AND REGULATiONS OF11LE REGISTRY qr.

1.4.

-6? ---i-ii,...E

CFtNG A. FIELD DATEPROFESSIONAL LAND SURVEYOR

RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICH

MASSACHUSETTS

(BARNSTABLE COUNTY)

LOTTING PLAN II

APRIL 5, 2017

REVISIONS:

NO. DATE DESC.

1 4/24/17 RESPONSE To Pa commENTs

2 5/15/17 CONDTDONS OF APPROVAL

PREPARED FOR,

MONOMOY PROPERTIES LI_C

79 COVE ROAD


071 BSC GROUP349 Route 28, Unit D


02673

508 778 8919

0 2017 BSC Croup, Inc.

.._....______ ___.............„ .._. _______ El LE: Projects-YAR \ 4967500 \ C \ 0 \ 2017

DWG. NO. 6430-01SHEET 6 OF 14

JOB. NO: 49675.00

NATO:1.NC.. SLOPEEASEMENT

..(TYP)

mATON.INE

‘• cwai-4

1-(celeak.,33.62

KOLIT).129.95

‘R,140.50' •1=(IN)41.3E.1.5 •'(OYT).,.}31 25

R.137.-606

l".13253HYDRANT. (M.)

ENO OF WOODGUARDRAIL

5 0,..:iBID TH.,,DE _EP wivn,LTRA2noN11FIL

05

OLA S1ONE

EASEM

. (TYP.)

(1360 ORAPPUONED EOUR=1 .9.04 AL)

1=40'0265nI(OUT)12.9.47

Dta. wATER• U'6

(SIZETO BE DETERANNED BY.

muNK1PAuTY)'

OMH-7

1--DtD aL 5;0,u)- 131.47

egowomc OF• W000• GUARDRAIL

1E1' WIDE CRAvErL ACE.E.R.SAI:402,CH ,DEPT.NATURAL RESCuRCES

12- RCP1....4,S.245

NI ,.. .4',6,

V3327i°8°— '

R=137.20 /I

\i.ON).132.20I(OUT).-132.

sLoFE.EMENT

-

C8-17 V/CURB 1I4LET

R.4116.49N00.0-111.00

SLOPE EASEMENT(IVP.)

RCP. L- 24

D1,21-12.12- 16.24

I(

0P08-01%-0 E(''SWAL08PR ) 7

4:1106 6°';.KOUT),41:0.37

41.107.0

..”)...toi a

ArOP'

'`ON)-111 K°u ')-11 671

C8-IIR=I15.10(0011111.35

9223/19

CAP WATER UNE

DiCLWATER UNE (SZETO

BE DETERMINED BY..p

CONNECT A,NN.ECTm CAS TO EMS11NOAS .SIZE TO BEmeTER.

E0 BY GASco.,

DOUBLER-10,70

*1•10.10203

9-1.ox

:sr RCP&21'.

WOD -2 (436 ORAPPROVED DIR.107.50 UAL)1-(15;4.101.64KOLN",410.39

lr HDPES-1.ox

DAIN-4R.111.201.0N).100.731(OUT)-100.112

tr HOPEL=2..

vaNDERatsystnic_35a7,10) siNT.F1LRHimmAllc.ON

PCP Of STONE...105 35

BOTTOM (..1!AME1.92.104..3.5

BOTTOM OP- 40Arte.409760 6°

/P 223/1B

SAWCUTPAVEMENT

k4.4.4

E Z14- 4,4

, ENG4102, ,..!

Is tr ' ,,

t ,

F j $ ( 11(...-

BRIAN G. YERGATIAN DATE

PROFESSIONAL ENGINEER

RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICH

MASSACHI ISF.TFS(BARNSTABLE COUNTY)

SITE PLAN

APRIL 5, 2o17

_REYISIDDIS:___

No. DATE DESC.

1 4/24/17 RESPONSE 00 P.B. COMMENTS

2 5/15/17 CONDITIONS Or APPROVAL

_ .. ._.....

ISSUED FOR PERMITTING

NOT FOR CONSTRUCTION

PREPAREO FOR:


79 COVE ROAD


BSC GROUP349 Route 23. Unit DW. Yarmouth, Massachusetts

02673

508W§ 891,5 . .

© (017 PSC C,o..c. inc.

5CP.E: 1` = 40'

------2-a 20 10 Al .,

Fr..E:PM4967500\C\U\50...

t)50. NO: i

''''T 7 la

.OE. NO: 49675.00 1

-0-50 0+00 1+00

100-0-50 0

12' RCP5=1.001

21-100 , 3+00 4+00 I- I

PM STA: 2.59.00PM ELEV. 117.58

It 19.96LVC: 50.00 j

15" RCP DRAINTO FES-3

\ •142-4

A4\

R=140.60'

BODT).4231.25,

• 6'43+62,4

Ca-6R=I35.6004132.53

4; DEEP INFILTRATIONTRENCH FILLED INTR. 2 TO

5 INCH 91A. WASHEDCRUSHED STONE

T: • 7+36.61,•

S=2.0X

CB-5R=136.80

', 1=132.53

080-5R=13680

(OUT) 132.35'

ATKINS ROAD PROFILE

SCALE: 17 = 40' HORIZONTAL

= 4 VERTICAL

21.4(23.10,

6+00 7+,00 8+100

DM

1=1(0 0012 )=117.13"

4=117.03"

RCP. -2..

\)144, T.

,f(5ouiNr)):1),0%a6.

PM STA: itPM REV 1

IC 402LVC: 13

PIA STA. 8+01.92PIA ELEV. 141.57

R: 27.23INC: :150.00

12. RCP. I 5.40.5X

DIM-11R=115.30

1.4(IN)-111.271(OUT)=111.17

03-nnR=115.10

(OuT)=111.35

CB 12R=115.i001)=1

10-j-00 11+00

-1.00X

15' RCP. 5=0.50

12- RCP ORAINTO FES-2

DOUBLER=105.70l(OUT)=102.03

RCPS=1.0X

WOU-2 (0536 00APPRO9E0 EQUAL)8=109.501-(IN)=101.64I(OUT)=101.39

12' HOPE5=1.011

0M11-9R=111.20.00)=100.72g(OuT)=100.62

12' HOPE

UNOERCROUND INFILTRATIONSYSTEM - (4) STORMTECHMC-3500TOP OF STONE-105.55TOP OF CHAMBER=104.35SOTTO.. OF CHAMBER=100.00BOTTOM OF STONE=99.60

`p'~.1NOF m42

NxYW OSN. \N t 1:, a ...

,.f V•

• 1... ,...,

5115117

BRIAN C. YERCATIAN DATE


RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN


PLAN & PROFILEATKINS ROAD

APRIL 5, 2017

REASIONS-

NO. DATE OESC.1 4/2 4/1 7 RESPONSE TO P.B. COMMENTS

2-5/15/17 CONDITIONS OF APPROVAL


PREPARED FOR:


79 COVE ROAD


71 BSC GROUP349 Route 28, Unit DW. Yarmouth, Massachusetts02673

508 778 8919

(c._,., 2017 BSC Group, :no.

SCALE: 1 - = 40'

o 20 40 BO r.

f-ILE:PA\45675o0\C\D\SCE..

DWG_ NO:

JOB. NO: 4957S 00 1 S':EL

T 8 OF 14

10+00

CP

11+1 00 12-t00 I F I I

PM STA: 11+30.07PM ELEV: 138.27

IC: 40.20LVC: 130.00

I2- RCP5-2.00

C8-411=139.851.134.98

084.2W/CURIT INLET

11.1313.521=133.70

RCPL-4•, 5=2.05

0811-211=139.531-(10)=130.631(O0T)=.130.53

13+00I

C: 11+55,77

: 11+11.53

0108-1R=138:721.(C8181)=133.671=(IN)=13033.5

,1(01.11)=129.95

C8-.311=139.851=134.98

DART - 311.140.05ra(C836.0a130.99.1.O.YF131.001(OOnar130.9

OW-4R=140.601-(1.)4131:35i(OUT)=1.31.25

6+62.84

151-00 4.. 16 V)0

\2̀-t.

.0)•••,_

SCALE: 1" = 40' HORIZONTAL

- VERTICAL

0,11-1-7R=141.60 s,1.(IN)=131.571(:U1).131 47

PIA STA: 13+50.00PIA ELEV. 143.18

IC: 22.28LVC: 150.00

W014-1 (HS60 ORAPPROVED EOUAL)R.139.04r.(1N)=129,721(01.1T)=129.4`7,..„.

.114:1:5Z.352R .

5=2.0F

RD 4':3-)2:2°,,

*74r5+372:211.5+2687.94'

\\\

•I(OUT)=120.35RA125.00

/

1=DN)=12Q17

\\\144t

otrs\\\.4\

\s/

17-00 191-00

PH STA: 18+09.00Pm ELER 110.00

It 38.73LVC: 100.60

ea-4.50881.ER=105.42

/0.1).102.10BP: 0+00.PC: 0+12 09-s

4

12 RCP 00015TO 000-12

8223/19

21+00

VP

-150

-140

-130

223/18

t‘O '.•

Orakar Gi 11 IlcO41.

1v3 41',

,I., ,

' t s'

A 51,slo



RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICH


PLAN & PROFILEATKINS ROAD

APRIL 5, 2017

REVISIONS:

NO. DATE DESC.

I 4/24/17 RESPONSE TO P.B. C01.0.1EUTS

2 5/15/17 CONDITIONS OF APPROVAL


PREPARED FOR:


79 COVE ROAD


71 BSC GROUP349 Route 28, Unit D


02673

508 778 8919

co 7017 9!..0 Gra., :6.

SCALE: I - = 40'

0 20 40 80,...

FILE PA\ 4967500\C\D\SD...

2‘19---114L-- ---1 SHEET 9 0:" 14JOB. NO. 49675.00

DO NOT PRUNE TREE'S LEADER. NOPRUNING OR CUTTING OF THE TREESHALL BE DONE UNLESS DIRECTED BYTHE LANDSCAPE ARCHITECT

TRUNK FLARE JUNCTION, PLANT 2"-3"ABOVE FINISHED GRADE. TREE SHALLBE SET PLUMB. REMOVE EXTRA SOILFROM TRUNK FLARE AND TOP OFROOTBALL

MULCH 3" MIN. KEEP FROM DIRECTCONTACT WITH TRUNK

EDGE OF 3" HIGH WATERING SAUCER

— ADJACENT CONDITION VARIES SEE PLAN

COMPLETELY REMOVE WIRE BASKET ANDLACING. AND AT LEAST HALF BURLAPFROM THE ROOTBALL

PLANTING SOIL SEE PLANTING NOTES

ROOT BALL SHALL BE PLACED DIRECTLYON COMPACTED OR UNDISTURBEDSUBGRADE

TREE PLANTING

NOTES.

1. FENCE SHALL BE LOCATED IN FIELD AS NEEDEDTO PROTECT SIGNIFICANT VEGETATION, COORDINATEWITH OWNERS REPRESENTATIVE2. FENCE AND ALL POSTS SHALL BE REMOVEDCOMPLETELY UPON FINAL APPROVAL BY OWNERSREPRESENTATIVE

ORANGE PLASTIC SNOW FENCE

250. HARD WOOD FENCE POSTS 10'O.C.

EXISTING GRADE

1/3 BURIAL OF OVERALL POST 2' MIN

UNDISTURBED SUBGRADE

TREE PROTECTION DETAIL

PLANT SCHEDULESYMBOL 1 QUANTITY BOTANICAL NAME COMMON NAME SIZE NOTES

TREES

ACS 5 AMZIANCHIER CANADENSIS SERYKEBERRY 2.5"-3- CAL B&B

OBS 13 WERCUS BICOLOR AAUP OAK 2.5.-3- CAL B&8

GPO 18 DUMPS PAUJSTRIS PIN OAK 2.5"-3- CAL B&B

NOTE APPROMATEY 1700 OF ROAD FRONTAGE PROPOSED. 1 IEEE REAMED PER 50' OF FRONTAGE - 34 azuFs REGOR212. 36 DVS PRINDED.

1.223/1s

CLEARING UNIT, (TYR)

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IA 171

BRIAN G. YERGATIAN DATEPROFESSIONAL ENGINEER

RESIDENTIALCLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICH


LANDSCAPE PLAN

APRIL 5, 2017

itEvLS1ONS:._

NO. DATE DESC.

1 4/24/17 RESPONSE TO P.8. COMMENTS

2 5/15/17 C0J4BMONS Of APPROVAL


PREPARED P08.


79 COVE ROAD


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SUBDIVISION

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IN


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APRIL 5, 2017

NO. DATE OESC.1 4/24/17 RESPONSE TO P.D. COMMENTS2 5/15/17 CONDMONS OE APPROVAL


PREPARED FORMONOMOY PROPERTIES LLC

79 COVE ROADSOUTH DENNIS, MA 02660

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3. INSPECTION SHAT BE FREQUENT AND REPAIR OR REPLACEMENTSHALL BE mAL,E PAOLAPTLY AS NEEDED.

4. BALES SHALL BE REINWED AND REPLACED MHEN THEY BECOMEFILLED WTI SEDIMENT AND BLOCK OR IMPEDE STORM FLOW ORDRAINAGE

5. BALES SHALL BE REmOVED WHEN THE EMBANKMENTS STABILIZE

O. BALES II) BE TM1NE BOUND.

SILT FENCE WITH HAYBALES

NOTF'MIERIN THEBE PROTECTEDAND REPLACEMENT

CATCH BASIN

k' 'r?

BASKETS TO BE PROMDED TO ALL CATCH BASINSVICINITY Of NEW CONSTRUCTION. CATCH BASINS TO

AS SHOWN, 1MTH WEEKLY MAINTENANCEIF NECESSARY.

INLET PROTECTION

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BRIAN G. YERGADAN DATE


RESIDENTIAL

CLUSTERSUBDIVISION

ATKINS ROAD

IN

SANDWICH

MASSACHUSETTS(R, NSTABLECOUNTY)

DETAILS

APRIL 5, 2017

REASIONS:NO. DATE DESC.

1 4/24/17 RESPONSE TO P.B. COMMENTS

2 5/15/17 CONOMONS OF APPROVAL

ISSUED FOR PERMIFFINGNOT FOR CONSTRUCTION

PREPARED FOR:



BSC GROUP349 Route 28, Unit 1.)W. Yarmouth, Massachusetts02673

7780'1i)508 -Q 2017 BSC GODS, kW.

SCALE: NONE

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JOB. NO: 49675.00 SI IEET 12 OF 14

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I

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f

2. BEGIN AT THE TOP OF THE SLOPE Of ANCHORING THE BLANKET IN A 2 (15cm) DEEP X 0' (15crn) VIDE

ERVEN INTA APPRONUATIELY 5r Cr MARKET CaDRIECI BEYOND THE UP-S.CPC PORTION Or THE 'RENCK(San-11..5an)C.5? (3E.En). ........„, THE BLANKET NTH A IOW OP STAPLES/STARES APPROOMARELY le (XJs) APART IN DE BOLTON Of

VOST. GROUND-

100511NG1 PAVEMENT

MI•i•I‘L'I:...i.pj E484'.. -2 ..R THE TRENCH, DAWDLE ASO COMPACT 'HE IRENI AMER SEVERED APPLY SEM TD COMPACTED SO& AND FOLD

DEPT. STANDARDS

HYDRANT ID BE ADJUSTEDTO GRADE AS REQUIRED

FINISH GRADE

IIAnil

lif .

-

ROTATE HYDRANTAS REWIRED

2 OR 3 WAYAS REQUIRED)

OONNECITON

-ADJUST/OLE VALVE HOXPER L.& FIRE DEPT.STANDARDS

.'.. 1 . 9'111 1•---- 0 EP' 11.14.4,2. •=,• DCHAININD I V (....,,I ram.. Dr LEURILET e.m.x ovER sap MD COMPACTED Sac., SECUREDYER

8* 0 CC4APACTED SOIL MATH A ROW OF' STAPLES/STAKES SPACED APPROMMATELY 17 (30crn) APART ACROSS THE WIDTH

...- ....

r 0..

. . . '.

I,,,,,,,,,,,,,,,,,, I, e,•-,.......

• •. . ..

, , ,

( 5 cm)

OF THE BLANKET.

S. POLL THE BLANKETS As CONN OA 8. HORIZONTALLY Ac7TOSE. THE SLOPE. BLANKETS Till UNROLL. 84111( J ( )SC0,

...•."....m...22A.A•Al

i 1-1/2-11-

50'

CRUSHED STONE

11

A. A ..1>A6.\ ....,....,.

-- / . 3"

APPRENVELAIE 50E AGNNSE THE SUREAEE ALL BLANKETS MUST BE SECURUE1 FASTENED TO SOIL SURFACE

AY PLACING STA.PLES/SEAKES IN APPEN2PRIATE LOCATIONS AS S55.1411 IFI THE STAPLE PATTED/4 WOE WHEN USINGCP8ONAL 0115 STSTEEA . STAYLES/SIMES AMMO BE PEALED THROUGH L,CN OF 'ME CoLLENED DOTS

/ //'

/ 1-(7.-) CCRREEECNDENC TO THE APPROPRIATE STAPLE PATTERN,

• '5-/ /

e

S CF PARALLEL BLANKETS MUST BE STAPLED WITH APPROMMATELY 7-5" (Um-125cm) OVERLAPRE--- ._.,..

IIDEPENDING CH BLANKET TYPE TO ENSURE PROPER SEAM ALIGNMENT, PLACE ITIE ME Of 0,..M.APPING

ON TOP) EVEN WM THE COLORED SEAM STICH CR DIE PREVIOUSLY

i87

va AN,,

%

UNDISTURBED EARTH 4

CLASS 'C' CONE.BACKING AGAINST

/UNDESTURBED MATERIAL ,

,

*--4.4.

,

4

:

2 GEE VALVE

14,1 FITTINGS(17P.)

TEE

,/

WATER MAN

//

/ •

0

V

// /

NENES./..91/8.4NDLAN'SMTAKETEU.EDM4E(

BOLANL.KKETE_LBEING INSTALLED

vl

5. .n.l..,sr_cuTivE fitANSEIS SPLOED DONN 111E SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WM ANAPPROXLIATE r (7,99,) 0483LAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12 (30an) APARTACROSS ENTIRE BLANKET WEAN

0. T BE USED AU. SLOPES STEEPER THAN al. TO BE APPLIED CAL SLOPES WEN WILL NOT BE DISTURBEDFOR Of4 DAYS OR

ONOMRE.

, ........ F

..-. ''''': ': 1 ii '2

CONSTRUCTION NOTES:ERSE GROUND

1,./.....V.W.V.I...........

A V'

g`,6

63' (7.5 cm).---',----

...._

.

?'a

----1

STAPLE

..-..

A3E,

PATTERN

--4T---.3-

, . 0.6,0 h.....i1C.!-1.6

-•

s

GUIDE NOTES:

(7.5crn) *IN LOOSE SCRE CONDITIONS. THE USE Cf STAPLE ORSTAKE LENGTHS GREATER THAN 8' (15C21) MAY BE

(0.5m)

NECESSARY 10 PROPERLY CL.IRE 111E BLANKETS.

CRITICAL PONES

Sean" Stitch A. MERL...PS AID SEAMSB. PRO,ECTED VOTER LINEC. CHANNEL BOT134.4/90E SLOPE VERIICES

• NCEPTONTAL STAPLE SPACING SHOULD BE ALTERED IF

,

r.:

NOTE:1. PRCOOSED CRUSHED STONE TO BE SET LEVELSTU ENSENC PA,THENI2. EXSIDIC PALEMENT STALL BE VERT CLEANOF CRUSHED STWE ANL MUD MU VDIICLEPATES AS NEEDED /ARAM CONSTRUCTION.

TEMPORARY CONSTRUCTION ENTRANCE/EXIT

ocr=idiom

* owill sfitMills,

MAME 7 CU. R.4:.ie,

Illy

1/7" TO r CRUSHED „re, Or , ,. , , v, 7 .. • v\ K. v •STARE TO AT LEASTr ABOVE CANN NCLES

''' .0., SEE TYPICALTRENCH DETAIL CLASS "G" CONC. BACKING

ACARIM UNDIS-111RBEDer )5( PIPE MATERIAL

SLOPE STABILIZATION INSTALLATION 1-;t;;;;:;;fi

,

• it") I KOMAR.' TO ALLOW STAPLES TO SECURE THE CRITICALP00515ALLTNG DIE CHANNF.L. FHDFACE.

i BLANKETS WIN 111E OPTIONAL NORTH

STAKE LENTILS IN CRESS CE 8' 115 W) MAY BESTAKES/STAKES DiRCUCH EACH OF THE

NE

'0 PR:PEKE ANCHOR ntE BLANKETS.

',,,A.INORICAN GREEN DOT smiLM„PLACE 44. IN LOOSE SOIL CONDITIONS. TEE USE CC STAPLE OR

OREEN COLORED DOTS.1.10CAIVON or ._,1 SIITCH ALE MIT DEPENDING ONNORTH AMERICAN CREPE PRODUCE TYPE -APPROX. 5'

FIRE HYDRANT & VALVESCALE/ NONE (2.0 STAPLES PER SQ LI)

SEAM OVERLAP FOR BIONET EROSION CORNICE_ BLANKETSSC,I F. NONESCALE NONE

AS-4°

4 \1(PC.ASIAer 11

.... Ll ,fix .

.,...! A

.,IS n

•

BRAN G. VERGATIAN DATE


RESIDENTIAL

CLUSTER

SUBDIVISION

ATKINS ROAD

IN

SANDWICHMASSACHUSETTS(BAINSTABLE COUNTY)

DETAILS

APRIL. S, 2017

REVISIONS:

NO. DATE DESC.

1 4/24/17 RESPONSE TO P.B. commons

2 5/15/17 CONDMONS OF APPROVAL


PREPARED FOR:


79 COVE ROAD


BSC GROUP349 Route 28,Unit LT


02673

508 771.8711§

0 2017 BSC Croup. In<

SCALE NONE

FILE: PM4967500 \C \O \SD...

OM. NO: SHEET 13 OF 14

JOB. NO: 49675.00

1/r GALVANIZEDCARRIAGE RCVS,WASHERS Lk NUTS

JOINT - PLAN

NOELTOP CR POST 10 BE 2.--e ABOVE GUTTER GRADE.

SECTION

SINGLE.6 FACE WOOD GUARD RAIL

GUTTER UNE

7.-3" (13P.)

of o

o I o

0 I •

o i o

lb

1111

4 1.1-

RAILS TO in HALF LAPJCNNTED AI ALTERNATEPOSTS OR AS DIRECTED

1Fl14SNm GRADE

P' W'WW ' ‘'''W V-V.::‘ -V0, S. ,'WW*'''\ -'WW .'

ELEVATION - END TREATMENT

CONSTRUCTION NOTES-,. WOW RAILS AND POSTS TO BE SOUTHERN YEIIOWPINE STRUCRJRAL GRADE OR BETTER.

2. 71103CR PRESERVAIMS SHALL CONFCRM TO THEFLECORE1AENM a AASHTO 14-133 AND TIC AMERICANMOOD pRESEAMMS AtSOCiATION STANDARDS D. CZ ANDCD. ANY X1S MADE IN THE DELO SNALL. BE PWITEDTM TOO 00-00 COATS Cr WEAR pacmerAme.

SEE DETAIL A

DIA. STEEL POSTFILLED w/ CONCRETE

b

SER11001 A-A

DETAIL A

MIN

ROAD W.DTH 2'-0- NOT TO EXCEED 16'-0-

2- DIA. STEEL WOEDOME (11P.)

CI GUAR CONCRETEFCOTWC

3.000 P3130NMEIE (TYP.)

Fl FVATION

CRETE OWETO SHED WAID0

10/11,

3/0 STEELPLATE 11150 3/4-21 2-1/2' SLOT

r DIA_ POSTFILLED TWTHCONCRETE

SEE DETAIL

' DimETDiSPaL SLEEVE

STY DETAIL S

3. DIA STEELPOST FILLED Ye/CONCRETE

/8" STEEL CAP

CONC. OWE

DETAIL BDETAIL C

NOTES 1. STEEL USED IN THE MANUFACTURE OF THE UAW SHALL BE HOT DIPPED GALVANIZED.

2. ALL PIPE AND WELDS SHALL BE PAINTED ACCORDING TO MANUFACTURERS RECOMMENDADONS.

3. ALL WELDS SHALL BE 3/15' FILLETS ALL AROUND.

4. PIPE MATERIAL SHALL BE SCHEDULE 40 STEEL. DIAMETERS ARE NOMINAL PIPE SIZE.

5. CONTRACTOR SHALL INSTALL AN ADDITIONAL 3' DIA. POST WITH 3/0 DIA. STEEL BAR:LOCATED TO SECURE THE GATE IN AN OPEN POSITION 90 DEGREES FROM THAT SHOWN MOW.

ecYPLC,EAL ACCESS ROAD GATE S

CURETNO.

SAMEDIA (050)

FES-1 8' 0.5' 17,rFES-2 5' 6.3E O 3/4-

FES-3 0' Zr

L1

PIPE LOT

SAFETY BAR(S)DRILL .5 MORTAR HORIZONTALLYNO. 0 REBATE EQUALLY SPACEDO - 1 BAR

221. - 1 BAR33. - 2 OARS00. - 2 DABS

46- 3 TARS

NOTE:

SAFETY BARS TO BE OMITTEDWHERE INDICATED ON PLANS

COMPACTED SUBCRADE

X 2-

..1.... _SVO

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irierir ' IPTirPit 44.11P

APPROICMALEUNITS OF OW.RGYDISSIPATION BOW_

PLAN VIEW

1/2 X 1/2 x

FPPECAST

FLAREDP.•.10 SECTION

4:OPE 1:1 MAX.

*4414%i

"to1041111111, sia elIMpNN:tatweitarkaratio

talif

APRON EDC,E TO BE SETLEVEL WITH FLARED ENDINVERT ELEVATION (TIP.)

ENERGY DISSIPATION BOW_

RIPRAP SiDNE PROTECTION(SEE TABLE)

12 CRUSHEDFILTER FABRIC MIRAF1 1401. STONE BEDDINGCR APPROVED EQUIVALENT

SFCTION A-A

FLARED END SECTION W/ STONE PROTECTION (DISSIPATION BOWL) SCALE NONE

owonewsztoo omoo'rooltol leVANONNOINANINCWOoNVORPOOPFONUAtiENCONFROAO.0

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13iE CG.DRAD7rAl ISAGGIED 30 REVIEW VAXAVTAND 717A R,57N1.I-AEKRIINSTRUMIGNG 137VG,G 70 Ei7GROAND, 57DIER oltExLEiliON. CAL1.1.00-11•114110 ORVI34 WANOSTOINATEGN.com TO oscsevs ACCOr OF THE LATEST STCRWILQ11i09500

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S. EENtOPTIR STOta MAE AI/NO.0n BROM! UP MAST WITh LIAOPILL OF IS.D.PLOWslio STOW WET Wen POPIZONPLI, TO The SW-WATSON WALL Mt IKON3 DWG, LA GI.GRED GOEWALLS.

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2 ALL CCIIEOJAS4C FITVJGS SDTYR CHANOSit

TO GE Scavi:NtCEmENTRO.

STORMTECH MC-3500 INFILTRATION SYSTEM ,co p NONE

NOIANAL&N • 2 NCRMOOS 00.19NED

""'

CICTEO oGOSEWFN CAP

CONCRETE=LANFINISH

tiiiiiistii1111111Y11111 i it 11,....................

ADS WI OCA.v.ovorecoreTOUAL)

NSPECTIOsocos OFFAL.

POI GOURAG

10PLE

WiEaVenriftti0 NMIH.A 004.GDAWNEOOS

GOPECTION PORT00414encocrost

• 81511 GRADE

ELEV.-110.0

(-o• MIN.

ELEV. 4 123.0

SUBCRADE

INFILTRATION TRENCH Scat F. NONE

FINISH GRADESLOPE

STABILIZATION 3(TYP.

1F-

GEOItz HIE FILTER FABRICWRAPPED AROUND STONEON IDE SCES OF TRENCH

2.-5. WASTED CRUSTED STONE

WENT-1 S 3-

VORTSENTRY HS GENERAL INFORMATION

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120 222 I 202 7211 I 41 410 122 l 18/ i 2.1.o. AT 140

NM . GAR 15 R a l.. 1 I PA I 1 ..It 13-14 , 3133 3At '010

0 11 PI j9335 6ii 11 I N 1XG

SCEIO GCN/ER co MATE INLET PLAN VIEW B-B

SECTION A-A

VORTSENTRY WATER QUALITY UNITSCALE NONE

PfL.111DF ii0,810T.721•65C.3,4,37,77 ormos..0.01,8v.. omr

432 4,2.. tA,A3703,AREGGit,,,,,KonAr3AALI33737••7.1A/A5A CONDOE KatEA.fl LINO., ELI, PE1,,s3ilAro 00.-Et Km22277 l..M, n'•,7i 4A.A.,773,3,,P37. ,i,,,,,,.77,1tE,,,,3141063.73A DAN, IAD E,7CX, • ,

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RESIDENTIALCLUSTER

SUBDIVISION

ATKIN S ROAD

IN

SANDWICH

MASSACHUSETTS(RAINSTABLE COUNTY)

DETAILS

APRIL 5, 2017

R IONS.

NO. DATE DESC.

1 4/24/17 RESPONSE TO Pa RUAENTS

2 5/15/17 CONDMONS OF APPROVAL


PREPARED FOR:



BSC GROUP349 Route 28, Unit L)W. Yarmouth, Massachusetts02673

508 778 8914

© 2017 BSC Gap, Inc.

SCALE.: NONE

FiLE:PA\ 4967500 \C\D\SO...

DWG::NO:- SHEET 14 OF 14

JOB. NO: 4965.00

definitive cluster subdivision plan...5. the infiltration basin. including the rip-rap pad...

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