ASHLAND, MA ZONING CHARTTHE LOCUS IS LOCATED IN THE COMMERCIAL ADD "C° ZONE ANDIS LISTED AS ASSESSORS LOTS 20 & 21 ON MAP 14

ITEM REQUIREDUNDER ZONING PROPOSED

LOT AREA (~tIN.) 8,000 S.F. 16,736 S.F.

FRONTAGE 50 FT. 140.00 Ff.

FRONT SETBACK (MIN.) 0 FT. 9.5 Ff.

FRONT SETBACK (MAX.) 15 FT. 9.5 F7.

SIDE SETBACK 0 FT. 5.0 FT.

REAR SETBACK 12 FT. 26.7 FT.

F. A. R. 1.5 o.a~BUILDING HEIGHT 3 FLOORS 3 FLOORS(38' MAX.)

PARKING SPACES 21 21

PARKING SCHEDULEITEM REQUIRED PROPOSED

STANDARD PARKING8' x i 6' 20 20

HANDICAP PARKING 1 1

TOTAL PARKING 21 27

ENGINEER: BRUCE SALUK &ASSOCIATES, INC.CIVIL ENGINEERING &LAND SURVEYING576 BOSTON POST ROAD EASTMARLBOROUGH, MA 01752TEL: 508 485 1662FAX: 506 481 9929

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WPtER ~ SITELOCUS

pLEhSANT STREET ~,y

~~

COMMIffER Wyk

LOCUS PLANN. T. S.

APPLICANT: TRASK DEVELOPMENT, INC.30 TURNPIKE ROADSOUTHBOROUGH, MA 01772TEL: 508 485 0077FAX: 508 485 4879

SHEET INDEX DATE REVISEDEX: EXISTING CONDITIONS — NOVEMBER 1, 2013 MARCH 20, 2014

Cl: LAYOUT PLAN — — — DECEMBER 18, 2013 OCTOBER 8, 2014

C2: DRAINAGE, SEWER, WATER DECEMBER 18, 2013 OCTOBER 8, 2014& UTILITIES PLAN

C3: GRADING &EROSION DECEMBER 18, 2013 OCTOBER 8, 2014CONTROL PLAN

C4: PLANTING &LIGHTING— DECEMBER 18, 2013 OCTOBER 8, 2014

C5: DETAILS — — — — DECEMBER 18, 2013 FEBRUARY 24, 2014

C6: DETAILS — — — — — DECEMBER 18, 2013 MARCH 15, 2014

ARCHITECT: JANEZ DESIGN1253 WORCESTER ROAD, SUITE 101FRAMINGHAM, MA 01701TEL: 508 296 0952

NOTES:

7. THE LAND SHOWN IS LISTED AS ASSESSOR LOTS 20 & 21 ON MAP 14, AND IS LOCATED IN THE COMMERCIALASHLAND DOWNTOWN DISTRICT C".

2. THE ELEVATIONS SHOWN ARE 1929 N.G.V.D.

3. THE PROPERTY SHOWN IS OWNED BY CASEY JENKINS. THE PROPERTY DEED REFERENCE IS BK 60,660-- -/~~ ~ PG 374.

4. THE LOCUS PROPERTY AT 21 MAIN STREET IS LOCATED IN THE FEMA ZONE 'X' ACCORDING TO FI.R.M. PANEL 514N/F

OF 656, MAP N0. 25017C0514E, DATED JUNE 4, 2013.ROBERT D. & MARGARET C. 5. HOUSES SHOWN ON ABUTTING L0T5 WERE TAKEN FROM ASSESSOR MAPS AND ARE APPROXIMATE, ONLY.TOCE

NIF `~~ e ,~EDWARD L. & MICHELLE

MORRELL i

N/FGREGORY C. & LINDA A.

FAWKES

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MAIN STREETBess couNir ~.o. &

184 COUNN RELOCATIO )

N/FTHIRN–SEVEN MAIN, LLC B' x 16' Parking

Spaces (Typ.)

Provide 3'H black vinyl cladchoin link fence olong theproperty boundory betweenf/21 and X37 Main Streef.

? Set the fence 6" o// theproperty line on X21 MainStreet property.

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REMOVE 47' SECTION OF EXISTING ~CONCRETE SIDEWALK &VERTICALGRANITE CURB &REPLACE WITHPROPOSED DRIVEWAY &SIDEWALKiRANSRIONS. REMOVE OR PAINT OVER4 EXISTING PARKING SPACEMARKINGS AND ADD 7 PARKINGSPACE MARKINGS WHERE SHOWN ONTHE SOUTH SIDE OF THE PROPOSEDDRNE ENTRANCE.

20 0 10 20 40 80

GRAPHIC SCALE( 1N FEET

1 inch = 20 [t.

Dumpster (6' x 6') W/Wood 7'H StockadeEnclosure

H~

N/FGREGORY C. &LINDA A.

FAWKESCONCRETE PAVER PATIO

BENCH(1 OF 2J

26.7'

~~

NOTES:

1.) PARKING REOUIREMEMS:ZONE: COMMERCIAL ASHLAND DOWNTOWN DISTRICT 'C'USE: MIXEDREQUIRED PARKING:

APARTMEMS-9 AT 2 BEDROOMS EACH = 56.25%X2X9 =10.123.300 BUSINESS COMMERCIAL = Sfi.25RX3300~780 = 10.31

TOTAL PARKING SPACES REQUIRED=21

PROPOSED PARKIING= 27 SPACES

2.) THE NUMBERED PARKING SPACES SHOWN ARE RESIDEM DESIGNATED SPACES.

3.) THIS PROPERN IS NOT LOCATED WRHIN OR NEAR A WELLHEAD PROTECTIONZONE.

4.) IF ALLOWED BY THE TOWN TRASK DEVELOPMENT SHALL PROVIDE 3 NO PARKING SIGNS ASMIJNALLY AGREED BY THE OWNER OF 37 MAIN STREET AND TRASK DEVELOPMENT, INC.

5.) OFFSRE MRIGATION WRH NEIGHBORS AS AGREED BETWEEN THE RESPECTNE PARTIES AND ASSU&IECT TO SEPARATE AGREEMENT.

6.) REMOVE EXISTING CHAIN LINK FENCE AND REPLACE WITH 3' HIGH BLACK VINYL CLAD CLFALONG N37 MAIN ST. PROPERTY WHERE SHOWN.

7.) THE PAVERS SHALL COMPLY WITH ABB & ADA ACESSABILIN REQUIREMENTS.

`~5• ~

PETERNBAFRRESI5.0'(Min.) &KELLEY ENGLAND

~~~. PROPOSED W~ 3 STY ~

MIXED USE ~QBUILDING ~ s.o' ::,

tiFLAT CANOPYq SUPPORTED BY HANGER

ROD (7 OF 3)

9.5' TBM:5.3' N11~ ON FLANGE

SB

tA0A0' ~G.~' lI.P.((nd) (fnd) ELEV: ~195N21

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r—REMOVE 25' SECTION OF -~ -- MSIDEWALK &CURB & ~ V O& CONCRETE SIDEWALKC i PLANTER DETAIL ? °° NNPROVIDE PAVEMENT ~ ~ r ~` 00MARKINGS FOR f PARKING SCALE: i°=10' Z ~ ~ .–SPACE(9'X20') WHERE ~ ~ ° ~SHOWN ON THE NORTH B d p~ ~ ~ W NSIDE OF THE PROPOSED ~ O a o ro mDRIVE ENTRANCE. 14'S ~ W ~ _ ° ~ ~ II

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B 8 g6' CONC. SIDEWALK FILE: 2551C1.dwg

N/FEDWARD L. & MICHELLE

MORRELL

N/F~ ~~'~ ROBERT D. &MARGARET C.j ~ TOCE

. ~l~~ A

STONE AREA=14.5'W x 95'L x~~ 26 CHAMBERS (CULTEC 330KLH

TOP OF STONE=190.7BOTTOM OF STONE=187.12TOP OF CHAMBER=190.2

- BOTTOM OF CHAMBER=187.62~ T. INV(in)(Primary 107.90

~~ ~! INV(in)(Byposa)=187.62INV(out)=189.20'G

NOTES:1.) Materials and construction o/ the water and sewer piping 9,) the elevations shown ore based on Mean Sea Level datum

and associated work shall conlorm to Ashland DPW S ec-P (1929 N.V.D.)'ficofions. Refer to Bylaw Chapters 326 (sewers) and 334(water). For other site work, re/er to The Town of Ashland ~0.) High Density polyethylene corrugated pipe (HOPE) shall camp1y

test dimensions found in MSH70DPW Regulations and document entitled Standard Speci/ica- with methods, and markingsbons for Highways and Bridges, 1988 as amended. Said designations M252 and M294 with HDPE cell clossi/ication con-s eci/ications shall 6e considered orf o/ this deli n.P P 9

forming to ASTM D3350. The elostometnc gasket shall meet ASTMF477 requirements. Installation o/ the NDPE pipe shall /allow

2.) Storm Diain Manholes shall be reinforced pre cast concrete either MSH70, Section 30 methods or ASTM nstallafion practiceconforming to ASTM Speci/ication Section C478-70T. D2321. The pipe product shall meet or exceed type N-12 pipe

monu/octured by ADS Pipe, Hilliard, Ohio (800-827-6710).3.) Storm d~oin manhole homes and covers shall be Caf. No. ~ ~,~ The 6-inch gravity sewer main aM1all be Class 50 ductileLK 110 6y LeBaron, Brockton, MA, or equal. The word DRAIN yon conforming to Town o/ Ashland Bylaw Chapter 326.sAall 6e cast in 3-inch high letters on the covers. The fittings and accessories shall be ductile iron with4.) Provide pipe joint a maximum o! 3~ from manhole walls. mechanical joints monu(actured and lumished by the pipe

5.) Rein/arcing /or all pre cast units shall con/arm to ASTMmanufacturer, and hove bell and spigot connectionsidentical to that o/ the pipe.

Speci/ication Section A 785 and shall include rein/arcingin bell in spigot o/ riser sections. Reinforcing shall be ~ p,) Sewer cleanouts shall be provided /or each building con-ploced in accordance with MSHTO Designation N799. nection, as approved by the DPW Sewer Deportment.

6.) In the event that rock 's encountered, the contractor6-inch between the ~3.) All water and sewer motenol and construction shall con-shall maintain o minimum separation

the (arm to the Town o/ Aahlond Chapters 334 and 326.pipe and rock.

7.) Suitable back/ill matenol shall be select excavated material 14.) All wafer and sewer construction shall be inspected by/ram which /rozen material, humus, peat, roots, vegetation, the Town o/ Ashland 6elore being bock/filled.trash, rocks, and stones larger than 6-inches hove beenremoved. 75.) The sown shall be noti/ied at least 24 hours prior fo the

required inspections.8.) Utilities shown on this plan are portly /ram existing

municipal and utility Co. records information and are 16.) Roo/ Grains shall be 6~ diameter PVC (Sch 40), the DMH~1oppioximote, only. There may be existing lines other outlet pipe shall be DIP and all other drains shown shallthan those shown hereon. The contractor shall be be HDPE.required to contact the proper utility companies & dig-so(e poor to beginning any construction on the site. ~~,~ Town of Ashland Bylaw Chapter 326-77(B) requires oOur /firm does not warrant or guarantee the location ofany utilities hereon. backwater valve /or the sewer connection. The 6atkwofer

valve shall be installed between 2 sewer cleanouts posi-tioned on private property, adjacent fo the building, whereshown on the plan. Re/er to the standard detail on fileat the DPW office. Cleonout cover shall be Zurn 77440,HORIZ. 8" ORIFlCE BYPASS=788.53 or e uol.*~93p ~ INV(8°OUT)=188.00 GREGORY C/& LINDA A. Q

_ J ~8j CB~2 FAWKES 18.) The overhead primary power(OHP) line closest to the proposed•O building was located by instrument survey and shown on the- ~ ~ .ej RIM=19220 plan. The height of the pnmory power line was measured at.O% INV(8°)=188.20 /,~~.~ 40 FT above the sidewalk grade at pole x26/3, 38 FT above

l ro - ,~ ~ the sidewalk at pole~j'26/2 and 37 f7 above grade of theq`" ~ ~- point denoted on the plan as the OHP sag point.xx ~ ~~~ r

r,."~i A.D.

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+193A-

CB~1 ~

>~•~~~~•~ ~~`A~'~~~ -~~'RIM=192.20INV(B")=188.71

N/FPETER BARRESI~o ~ m

o &KELLEY ENGLAND#21

~ ~ ~ iNSPeciioH PoRi oa PROPOSED w ~~~~` ~~~"~ ~ (i of z) m 3 STY ~ ~:- ~~SZ~ ~ - MIXED USE

~- ~ ~ oMH _ ~~

BUILDING °Z '~ ~ RIM(=192J0 _ SLAB = 193.1

\~INV(o)-190.30 w FIRE CONNECTION 4

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1 J849 COUNtt RELOCATION) -,~-- - -- - - - - I ..

- _.. ~ --:, : .ran. curb__L

_ 7

tiN...

INV(B"DIP)=190.11

PROVIDE TAPPING SLEEVE &VALVE FOR THE FIRE CON-NECTION AND CORPORATIONFOR THE 1 7/2" DOMESTIC.USE PLOWABLE TILL FOR ALLSTREET TRENCH WORK

20 0 10 20 40 80

GRAPHIC SCALE( ix e~~r )

1 Inch 20 it.

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TBM:NUT ON fL4NGEOF HYDRANTELEV: 195.21

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CONNECT PROPOSED 6"DIP BUILDING SEWER TO EX. B" (AC) SEWER WITHCAST IRON SADDLE, USE STAINLESS STEEL STRAPS & BOLTS IN ACCORDANCEWRH CHAPTER 326 OR AS REQUIRED BY THE ASHLAND DPW. DETERMINEDEPTH OF EX. 12" WATER MNN PRIOR TO SEWER CONSTRUCTION. PROVIDE40' OF 6' SEWER ~ 2.00Y. MINIMUM SLOPE. PROVIDE 12" MIN. SEPARATIONBETWEEN E%. WATER MAIN &PROPOSED SEWER. LOCATE MID POIM OF FULLLENGTH OF SEWER PIPE AT WATER MAIN CROSSING.INV(EX 8")=185.87INV(6'7= 186.07

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MAIN STREET'.(lass couNiv ~.o. & )

1 J64 COUNN RELOCATION)

N/FTHIRN-SEVEN MAIN, LLC

AMI-TRACKING BERMSEE NOTE 1(c)

.. ~ ~o

/ N/F'-_ ROBERT D. & MARGARET C.

~ TOCE

N/FEDWARD L. & MICHELLE

MORRELL

-~ FlLTERMITTn

TEMPORARYSEDIMEMATION

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X92\ ~-3 STY

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SLAB = 193.1

FIRE CONNECTION

A

-- ~ ~~6'nUGE&T

LIGHT FIXTURE(NPJ

CONSTRUCTIONSTOCKPILE AREA N/F

GREGORY C. & LINDA A.FAWKES

PETERNBAFRRESI& KELLEY ENGLAND

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TBMNUT ON FLANGEOF HYDRANT

~ ELEV: 195.21

GRADING & EROSION CONTROL NOTES:

1.) Prior to commencing work, the contractor shall familiarize himself with thesoil types on the site, and provide the appropriate erosion control measures, osoutlined on this plan and Ashland Conservation Commission Storm water permitconditions. The contractor shall be responsible for providing erosion andtemporary storm runoff control measures that includes siltation fence, filtermitt,dams, ditches, temporary sediment basins, etc. oa necessary to contain soil andexcess runoff on the site. The Conservation Commissions Storm water permitshall 6e posted in the construction trailer and issued, by the constructionmanager to the earthwork subcontractor.

The general sequence of erosion control measures shall be as follows:

a) Install all siltation fencing and staked filtermitt, os shown on the plan.

b) Construct other temporary sedimentation traps) where required of thebeginning stage of earthwork. Retain storm water within the trop(s), andfilter the water using Silt bags, or other approved means prior to discharge.Periodically remove sediment at the bottom of the silt traps to allowfor natural infiltration.

c) Construct traffic berm at the site entrance consisting of a 3/4°-3"crushed stone 12"depth by 30' long times the width of the traveledconstruction access road. The stone shall project above grade to forma berm barrier that prevents sediment from washing into abutting properties.

2.) Siltation fencing and stoked filtermitt shall be installed prior to commencingwork of this site, and shall be maintained throughout the course ofconstruction until vegetation on the site has had a chance to fully establishitself.

3.) Soil stripping and removal of any one time shall be done 'n stages in orderto minimize the amount of exposed soil for the project. Soil stabilizationmeasures shall be implemented immediately after finish grading. Loom andseed shall be applied as soon os reasonably possible.

4.) All stock pile area shall not exceed 10 ft in height, otherwise safetyfencing shall be installed around stock pile areas.

5.) The groundwater recharge area shall not 6e installed until the site has beensufficiently established to prevent silt and sediment Isom entering thechamber system. the use of the chamber system to control runoff/ anderasion control during site conshuction is prohibited.

6.) Silt sacks shall 6e 'nstalled at the area drain and all CB's. Silt sacks shallbe cleaned and replaced throughout construction and until the site isstabilized and erosion /ree.

7.) Acceptable siltation /ence is Miro/i, Inc. Chairlotte, NC, Model 100x, orequal.

8.) Houses shown on abutting lots were taken from Assessor Maps and shouldbe considered approximate, only.

a ua owv sm~as

(z/i' xnai xoxM! WA41FR5)

BAG DETAILN. 7. 5. .es

INSTALLATION DETAILN. T. S. ,m

SILTSACK BY A7(ANTICCONSTRUCTION FABRICS, INC.OR APPROVED EQUAL.

SILTSACK DETAILN. T. S.

SEE (DETAIL)

72" SEDIMENTFILTERMITT

PROVIDE 30" STAKES~~ ON STEEP SLOPES OR

WHERE REQUIRED

~ _

NOTE: SEDIMENT FILTERMITT SHALL BEBY GROUNDSCAPES EXPRESS,WRENTHAM, MA

SEDIMENT FILTERMITTN. T. S. Sediment Filtermiti.dwg

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~~~ Ii ~ _ _f ep _ ww ~ ~i~

LWSO! NOOTS AT W1FR FDGEe Pl/~NT TOP Of OG fl001BALL

R~~'~ 3' IAYER OF 91REDDED 4ULp1.~~~ 1-2' IBOVE p0 NOT BURY $1F1A5 OR 1RUNKSUPoig1NqNG(#LADE ~ ~ FINISH GPAOE

=~~~'';''x'.. e~anu vnni rovsa~ mou%~;~~ HIXE A4END IF NECESSARY

IlNg5Nfi8E0 SUBGPADE. SETROOIB~W. ~IRECILY ON TOP

HqF 511IXM BE —~ ~ ~NOISNRBED $qL3 TYES AS MIOE AS

ROOIBALL POPE 9DE5

2 PIECES -NEW TREE TRUNK WRAPPED SHRUBREINFORCED RUBBER N77H STRIP BURLAPHOSE(LOOSE Fln ~~ OR OTHER APPROVED PLANTING DETAIL

MAIERIAI N. 7. S. .nNego,inyay

DOUBLE STRAND y12 CEDAR STAKES _

CUAGE GALVANIZED VhRE ~~ 8 - 0' LONGTWISTED TO TIGHTEN

3~ DIAM BY 3' DEEPBARKAIULCH AREA

ROOT -TOPSOIL BACKFlLL BALL

xeuorE eum.v art smTMCncxn~r6'

%~-%?, N/F5'-0' ~ ~~ ROBERT D. &MARGARET C.

OR 3xR00T ~ % TOCEBALL DIAM. ✓ ~

2 ICTREE STAKING DETAIL %/ 2 Ran

N. T. S. baabkFg.Eig EDWARD LN&F MICHELLE / 10HRFMORRELL

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~ ~ 3 RM~ 2 IC

~mm~e ❑ ~~' f 16 TO~ m~mmm J ~ ~ GREGOR

FA KES LINDA A.

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(SEE PLANTING NOTE (J6) ~ I _ ~ ~/ ~='~ ~ ~if~ ~'

~ "` ~ I ~~ eaeaea - , ~ ^~

N/F ~ - 7 TOTHIRTY-SEVEN MAIN, LLC `~ ~ A 3 PV ~w 3 RM

_.. N/~

m PETER BARRESI~~ 10 AW oo,. & KELLEY ENGLAND

~ '! PROPOSED~ \ iZ ~ ~ cF 3 STYQ ~ ~ MIXED —USE z aw~ ~ a w a a ~c BUILDINGQ .-~:~~ ~ 10 RF aw \ __ -- _ -_ g py A

e e ~ee ~~8 ~ a a e ~SBSB/DH SB DH(fnd) m r PAVERS ernd h ed ~ m mB 1 TC i (fntl)C) ~PP ) m m m 19U.L'e' a o I F (fnd) _

20 0 ~0 20 ao so

GRAPHIC SCALE( IN FEET

1 inch = 20 tt.

Luminaire Schedule

Symbol Oty Label Descriptions Arrongement

~q 2 A WALL MOUNT AREA LIGHTING SINGLE

• B 5 B BOLLARD LIGHTING SINGLE

• SEE LIGHTING NOTE $'4

2 RH2 IC1 RIA

PLANTING LEGEND

KEY ON BOTANICAL NAME COMMON NAME SIZE

TO 53 Thuja Occidentalis American Arborvitae B'-10'

CF 1 Cornus Florido Flowering Dogwood 3" Coliper

TC 2 Tilia Cordato (Greenspirc) Liltle Lea( Linden 3" Caliper(5' - 10')

IC 13 Ilex crenato 'Steeds Steeda Holiy 2'-3'

RM 16 Rhododendron Azalea Alother's Day 2'-3'

RH 3 Rhododendron x 'P.J.M.' P.J.M. Rhododendron 2~-3~

HI 10 q~nabelle~ Arborescens Hydrongea Incrediboll 2~-3~

W 19 Pennisetum Alopecuroides DwaA Fountoin Grass 30"

RF 20 Rud6eckio Fulgidia Block Eye Susan ---

pW 12 Spiraeo x bumoldaAnthony Woterer' Anthony Woterer Spires 2'-3'

~ SEE PLANTING NOTE ~p6

~Q

TBM:NUT ON FLANGEOF HYDRANTELEV: 195.21

`l

PLANTING NOTES:1.) FOR LOAM &SEED AREAS, PROVIDE 4" LOAM AND SEED MIXCOMPLYING WITH TOLERANCE FOR PURIM AND GERMINATION ESTABLISHEDBY OFFICIAL SEED ANALYSTS OF NORTH AMERICA.

2.) PROVIDE TREES, SHRUBS AND OTHER PLANTS OF SIZE, GENUS, SPECIESAND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK ANDCOMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1"AMERICAN STANDARD FOR NURSERY STOCK".

3.) FINAL PLANT LOCATIONS TO BE ADJUSTED IN FIELD AS NECESSARY TOPROVIDE REQUIRED OFFSETS TO CONSTRUCTION APPURTENANCES ANDUTILITIES, ETC.

4.) PLANTINGS ARE SUBJECT TO CHANGE DUE TO NURSERY STOCKAVAILABILITY, AS APPROVED.

5.) PLANTING AND WORKMANSHIP SHALL COMPLY WITH THE FOLLOWING:-TREES SHALL BE 3" CALIPER-STAKING MATERIALS TO BE REMOVED 1 YEAR AFTER PLANTING.-OWNER REPLACES TREES AND SHRUBS THAT DIE WITHIN 180 DAYS.

6.) PUNTING OF AMERICAN ARBORVffAE AT LEAST 10 Ff TALL ALONC THECOMMON PROPERN LINE WITH 15 PLEASANT STREET, WITH SPACINGOPTIMRED FOR PRNACY AND HEALTH OF THE VEGETATION.

LIGHTING NOTES:

1. LUMINAIRE &HARDWARE SHALL BE PROVIDED BY THE MANUFACNRERSPECIFICA710NS.

2. CONDUIT ALIGNMEM SHOWN ME SCHEMATIC ONLY. ALL MATERRLSWORKMANSHIP SHALL COMPLY WITH APPLICABLE LOCAL AND MASA1CHUSETTSSTATE ELECTRICAL CODE. IN THE EVEM OF CONFLICT BETWEEN DESIGNANO GOVERNING CODE OR ORDINANCE. THE MORE STRINGEM STANDARDSHALL MPLY. THE CONlRACiOR SHALL MAKE APPROPRIATE ADJUSTMENTSTO ACCOMMODATE LINDSCME FEATURES. AVOID UNNECESS4RY BENDS ALONGTHE CONDUR. CHANGES IN DIRECTIION EXCEEDING A TOTALOF TEN (10) DEGREE EITHER VERTICALLY OR HORIZONTALLY, SHALL INCLUDELONG SWEEP BENDS.

3. ALL UNDERGROUND WIRES SHALL TO BE IN WC SCH 80 CONDUIT

4. EXTERIOR LIGHTING SHALL BE THE SYlLE AND 4UALlIY MATCHING OR EXCEEDINGTHE LIGHTING AT THE ASHLINO TOWN HALL. LIGHTING MUST PRODUCEOOWNWAFD-FACING ILLUMINATION WITH NO DIRECT ILLUMINATION INFO THEABUTTING PROPERTIES. THE PMKING AREA SHOULD BE COMINUOUSLYILLUMINATED AT NIGHT. PERIMEfEft LIGHTING ON THE NORTH AND WEST SIDESOF THE BUILDING (WHERE THERE IS NO PARKING) SHOULD BE MOTION ACTIVATEDONLY(UNLESS ZONING OR BUILDING REQUIREMENTS STATE OTHERN75E) WttHUGHTS REMAINING ILLUMINATED FOR NO MORE THAN 5 MINUTES WITHOUTACTNATION.

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C4FILE: 2551C7

PROVIDE PAVEMENT OR GROUNDCOVER, AS REQUIRED

PROVIDE PAVEMENT OR GROUNDCOVER, AS REQUIRED PROVIDE PAVEMENT AS SHOWN OR~ ~

GROUND COVE AS REQUIRED

:_ : ~ . ~.•'- ~..:......~. ~..,'. ~ ~— SUBBASE OR TOPSOIL AND :_ : ~,_ ~,• "- ` ~ -:~ ~~~ ~ .- -~ r SUBBASE OR TOPSOIL ANDSUBSOIL, AS REQUIRED SUBSOIL, AS REQUIRED f— SUB&SE OR TOPSOIL AND

SUBSOIL, AS REQUIREDSUITABLE BACKFILL MATERIAL

VARIES SURABLE BACKFILL MATERIAL VARIES SUITABLE BACKFILL MATERIAL (COMPACTED)(COMPACTED) (COMPACTED) ~~ ~ gyp'^~ COMPACTED GRAVEL

72••EX. PIPE

72" MIN.(lYP) F.12"{miniyp.)'..;min f 18" LAIN.^~}2'/

~~~__v .~.~~, ~— 1/2" CRUSHED STONE

0~~.'~~~~1yJ 3' BEYOND BOTH SIDE

_ ..~.~, ~~'~~ COMPACTED GRAVEL .:...~~;~,•.~:

''~~ r- 3/4"' CRUSHED STONEPIPE

I OF EXISTING PIPE CROSSING,~~:. 12".~. '.~ ~~SS. SPEC. MI.03(NPE:"C")) _ .: ~.. 12°(min. tyV;).

NOTE: TRENCH WIDTH ("W°) ._-- -J NOTE: TRENCH WIDTH ("W')A 4~ +SHALL BE AIAX. OF 2PIPE O.D.

II SHALL BE A MAX. OF 36 FORNOTE: TRENCH WIDTH W~~ ) I I PIPES 15° DIA. OR LESS, ANDSHALL BE A MAX. OF 24° + W ~~--- W 24° +PIPE I.D. FOR PIPESPIPE O.D. GREATER THAN 15° DIA.

TRENCH SECTION FOR STORM DRAIN TRENCH SECTION FOR GRAVITY SANITARY SEWERN. T. S. lrencn2.awg N. T. S. 7rmchMaAborough.Awg

UTILITY CROSSING DETAILN. T. S.

~~m

STRAIGHT & VERTICAL SAW CUT WITH 1~-INCH CLASS 1 81TUMINOUS ~ ~SEALER (MASS. SPEC. M3.05.4~ CONCRETE TYPE I-1 (MODIFIED b ~ ~PROVIDE ASPHALT EMULSION BER4EEN TOP COURSE) ~ ~ aALl EDGES OF EXISTING PAVEMENT 3" TYPE I-1 BINDER COURSEAND WEARING COURSE. (2 COURSES ~ 1~ INCHES EACH)

EXISTING `PAVEMENT $

CONTROLLED DENSITY FILL

NOTE: TRENCH WIDTH ("W") 12• (SEE NOTE~t ). ~j,~~

SHALL BE A MAX. OF 36" FOR VARIES (MIN.) .? S ~PIPES 15" DIA. OR LESS, AND 24•• - ~`24" +PIPE I.D. FOR PIPESGREATER THAN 15" DIA. METALLIC WARNING TAPE

NOTES: WATER - COMPACTED GRAVEL I~ Y(MASS. SPEC M1.03, TYPE D) ~~ C j~SEWER - 3 4" CRUSHED STONE ~' ~~ v~~\1) PROVIDE USE CONTROLLED DENSITY ~ ~`' ~ i

FILL (TYPE 2E) IN ACCORDANCE WITH = - (MASS. SPEC. M2.01.4) ~ ~~~~,_~

SUBSTANCE M4.08.0 OF MASSDOT "k~o?SPECIFICATIONS b14.08.0 12.

2) DO NOT USE CONTROLLED DENSITY MIN. (MIN.)FILL WITHIN 6" OF GATE VALVES.

TRENCH SECTION IN MAIN STREETN. T. S TRENCH3_2005.DWG

GENERAL NOTES1. Rechorger°330 by CULTEC, INC. of Brookfield, CT.

All Rechorger°330 Chambers must 6e installed inaccordance with oll applicable local, staie and federal

1 2" EXPANSION JOINT MAX. 30~ O.C. regulations.NOTE: FOR AREAS OUTSIDE ~ ~ ) BOLT DOWN FRAME &COVER 2. Refer to monufocturer, CULTEC, INC.'s recommendedFOUNDA710N WAIL, ONLY TO BE JOINT FILLER N77H SEALANT AT SURFACE 6" SCH. 40 PVC 0 ~ COVER BY LeBARON FOUNDARY installation guidelines.SDR-35 PVC PIPE CATN LA80910 OR EQUAL. 3. All Recharger'"330HD H2O Heavy Duly units areRISER 24~ SQUARE

PROVIDE EXPANSION JOINT marked with a 4° stripe along the length of the chamber.1/8' CONTROL JOINT CLASS "C" CONCRETE 4. All soil in contact with the filter fabric from the to to bottomAT BUILDING WALL AND O 5' INTERVALS B~ P07HER STRUCNRES SURABLE BACKFILL b ~ FINISHED GRADE of stone shall be clean medium to coarse sand &gravel.3" ASPHALT

BROOM FINISHPERPENDICULAR TO w~~ ~ ~.Y C USHED

•STONEEDDIREC710N OF WALK ~~~~

~1 Vz "yyEARING COURSE ~ ~ 4~~~ ~~ 1 ~~~1 jZ~p. CULTEC 410 FILTER FABRICi

~ ~ w I. w ~-~- - -- - -~~ - -- - - "-~ CULTEC RECHARGER 330HD 52"~-2" BINDER COURSE s" coNC. ----- -------------~ 6 x 6 ~ 1.4x1.4 wwF ~ z ~ -- -- -- — HEAW DULY H-20 CHAMBER

~►— 12" SUBBASE ~20" MIN.

—'-- --___ ~~._2~.

WASHED. ---

CRUSHED STONE8" COMPACTED f- COMPACTED SUBGRADE e ., J~-." a

GRAVEL t

NPICAL CULTEC CHAMBER CULTEC No. 410 FlLTER FABRICINSPECTION PORT 6~ INTERNAL COUPLING SIDE & BOTfOAI

SOILS SHALL BE ~6SAND do GRAVEL

~~~2'c'(SEE NOTE ~J4) ~~_p•TYPICAL H2O INSPECTION PORT DETAIL T P se°~

PAVEMENT SECTIONN. T. $. poveaecl.dwq

95R COMPACTED FILL

CULTEC 410°FILTER FABRICTOP, SIDES ANDBOTTOM.

N

Y 6" STONE SEPARATION 6" STONE BASE

CONCRETE SIDEWALK PORT DETAIL FOR SUBSURFACE BETWEEN ROWS

N. T. S. Concsfdewalk.dwg DETENTION STRUCTURES IN PAVED AREAS TYPICAL CROSS SECTION RECHARGER 330HDN. T. S. INSPECTIONPORT7.DWG PAVED H-20 CULTEC CHAMBER SYSTEM

N. T. S 330HD H2O.dwg

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2° CLA55 I BITUMINOUS 4I ~ CONCRETE SIDEWALKCONCRETE TYPE I-1 ° y~j~ (SEE DETAIL) yC(MODIFIED TOP COURSE) QI~Q PROVIDE 1/4"TO 1/2" AS SHOWN ON PLANS

w a EXPANSION JOWT AT -3 4" ROUNDING 12• BUILDING WALL AND SA1007H MED./ MATERIAL CEMENT CONCRETE ~ ~~I 1.5~ SLOPE

OTHER STRUCNRES BROOM FINISH 6.. 1~4~~ MAX. LIPVARIES SAWCUT I ~ ~ 4" CONC WALK ~ PAVEMENT M

PAVEMENT AS EX. ROAD CEMENT "e ~, ° ~;~:~.~ °' CONC. 4500 PSI ---"-'~'- ~' 6~ V O6' 6" SPEgFIED CONC. 6. . _. ., ' - .. - i ~-i . ; ' ... Z m N

6x6 W1.4x7.4 - N- WIRE MESH ~ ~ ~ ~ 00

~ . ~ - _--__ Z ~GRAVEL - ~2~ TOOLED JOINT, I ~ ~ N ~ ~ O~ 2 ~{~° BINDER I ---- d o s^ ~ W ciTYPE I-1 3/4' DEEP. 3/4° WIDE a ~ ~ n

SEE PAVEMENT ~ a ° °° mDETAIL ~ W ~ = W ~~s° ~ TRANSITION p w Y

3/4" CHAMFER > w j ~p ~ UGRANITE CURB B~ aGRAVELAB SE SLOPE 8% MAX. ~ / W p a ~ a ~ DI ` ~ ' ~ UNDISTURBED s~ TYPE VA-4 ~ ~ Q Y rc m o ~ . W~~6: I SUBGRADE COMPACTED ~ ' d y F F~ W J6 SUBGRADE ~~

~~ o o w a a Va / d HM VIH 4 D (/1

CONCRETE CURBN. T. S.

COMPAClED~GRAVEL BASE

VERTICAL VA-4 GRANITE CURBING DETAILN. T. S.

CONCRETE SIDEWALK & CURBN. T. S.

PROPOSED BUILDING

HANDICAP RAMPN. T. S.

C5FILE: 25510ETAIL;

72" WIDE PAINTEDWHITE STRIPE

NOTEPAVEMENT MARKING COLOR &MATERIAL SHALL CONFORM TO2003 MUTCD MANUAL ONSECTIONS 3A.03-04.

STOP LINE DETAILN. T. S.

20 CATLH BASINAS SPECIFIE➢

SLOPE SLOPETRANSITION ~ ~ TRANSITIONS% (MAX.) ~ gIT. DRIVE - I 8% ~M~•~

/ ~ ~ ~

SIDEWALK ~~ // 2.00% (MAX. \\ ~~ SIDEWALKi ~ \\ ~~ ~~ ~/i~ LIP (7YP.) i~~ ~

~i o. ~

7' .-~-. 2a' (MAX) ~-~-. 7'(vcc TanNSmoN) (VGC TRANSRION)

PROPOSED SIDEWALK AT DRIVEWAY ENTRANCESHALL CONFORM TO ABB (CMR 521) REGULATIONS.

SIDEWALK THROUGH DRIVEWAYN. T. S. DRNESECTION(2).dwg

p-~ ~

~~22Ol1ARE) ~ ~ /~/ 8' PVC HOPE GRAIN

I8 I8 I8

6 "~" 8' CONC., U-1 GRRDE (ASTMSPE[. C-90) CaNSTRUCTEO TOVITXSTAND H-20. USE CLASS•A• VAN. ACCESS.°"`R"E. HANDICAP

AREA DRAIN ~ sN. T. S. gREA DRAIN.OWG

8~ I s~ l

NOlE: REFER TO TRENCH SERVICE OR FINISHED BLUE TRACER TAPEDETAIL FOR WATER SERVICE CURB BOX \ GRADE MARKED "CAUTION -FOUNDATION ~. WATER LINE BELOW"

,. MUST BE PLACED 7W0

n i .. GRADEENOHEIWATER PARKING STALLEX. 8" DIP SERVICE TRENCH TOCORPORATIONWATER MAIN CC THREAD 4~-6° EACH RESIDENCE AND D I M E N S I O N S

X FLARED (MIN.) TIED TO THE SERVICE

80X. N. T. S.

CAULKED NOTE:CURB STOP PIPE SLEEVE PROVIDE BALL VALVE

& METER, AS REQ'DPROPOSED 1~" WATER SERVICE BY THE WATER DEPT. NOTES:SERVICE MATERIAL SHALL BE AS i) VALUES IN TABLE ARE REQUIREDREQUIRED BY THE WATER DEPT. CONCR~ niRUSi BLOCK B~~Nc

MEA IN SgUARE FEET AGWNSfUNDISRIRBED SOIL.

2) USE PE RODS AND MEGA WGS FOR

WATER SERVICE CONNECTION ALL FffTINGS.

N. T. S.

75' z 15FILTER BAG

EXTEND CONCFEIE TO _~ ~~UNDISTURBED EARTH

CONCRETE THRUSTBLOCK (SEE SCHEDULE

nns sH.)

THRUST BLOCK DETAIL -TEE\ / \ N. 7. S.

WATERTIGHT HOSECOUPLING NOTES; ~..—_

WI~THNVALVE FILTER BAGS SHALL BE 15' x 15~ POLYPROPYLENEGEOTEXTILE DESIGNED TO ENACT OR EXCEED THE

-f ` ~— UNDISTURBED SOIL

PROPERTIES BELOW: ~ ~ CONCRETE THRUST~ -TENSILE STRENGTH, 205 Ibs (ASTM D-4632) _~~ BIOCI((SEE SCHEWLE

use Pusx a+~ TMs sH.J-ELONGATION ~ BREAK, 50 % (ASTM D-4632)-MULLEN BURST, 400 psi (ASTM D-3786)

~:P`uTRAINED r-

DEWATERING HOSE -PUNCTURE STRENGTH, 130 Ibs (ASTM D-4833) THRUST BLOCK DETAIL -PLUG-TRAPE201DAL TEAR, 85 Ibs (ASTM D-4533)-APPARENT OPENING SRE, 80 US Sieve (ASTM D-4751)-PERMITTIBIN, 1.40 Sec- (ASTM D-4491)-UV RESISTANCE, % RETAINED, 70 9 (ASTM D-4355)

DEWATERING FILTER BAG DETAIL -F~ow rtgTE, so qa~/min/sf (ASTM D-4491)

N. T. S. Filter8a dw BAGS SHALL BE US FILTER BAG BY US FABRICS,9~ 9 CINCINNATI, OHIO, OR APPROVED EQUAL.

N. i. s.

HANDICAP PARKINGSPECIAL PLATE

REQUIRED

UNAUTHORIZEDVEHICLES MAY

BE REMOVED ATOWNERS EXPENSE

HCVP

VERTICAL GRANITECURB(VGC)

NOTE:t.

SIGNAGE SHALL COMPLY WITH 527CMR 23.6. SUCH SIGN SHALL BEPERMANENTLY LOCATED AT A HEIGHT OF NOT 1E55 THAN FlVEFEET. NOR MORE THAN EIGHT FEET TO THE TOP OF THE SIGN.

2. SIGNS) SHALL HAVE A BLUE BLACKGROUND AND WHITECAPITAL LETTERS.

HANDICAP PARKING SIGNSN. T. S.

THRUST BLOCK SCHEDULEDWA. TEES k 4S 22 ~/~~

PLUGS

4' 4 SG 3 SF 3 SF

CONCRETE THRUST BLOCK~ (SEE SCHEDULE THIS SH.)

IX7EN~ GONC.TO UNgSNRBm ~/uaTx

~I~

STANDARD BEND

lTHRUST BLOCK DETAIL - STANDARD BEND

N. L 5. lhruatblock.dwg

ANCHOR RODS 1/2' RE-BAR AT76' LENGTH (MIN.)

CgJCREIE THRUST BLOCK

E EDULE IRIS SHEET)7 CY CONCRETE (MIN.)

THRUST BLOCK - VERTICAL BENDN. T. S.

8° BYPASS PIPE. USE 8" PVC(SCH 40) TEE W/CAP. 5~ '-HORIZONrAL OPENNMG 0.53 F~ABOVE THE WATER LEVEL TRIMTEE BRANCH TO MATCH REO'DORIFlCE ELEV. DO NOT GLUE 7HE~.

SEf 3 INLET PIPESTO IMTCH INVERTWITH TANK OUTLETINVERT (SEE PLAN)

BOLTED FRAME & COVERLeBARON CAT. N0. LT 705,OR EQUAL

~ L~ TOP OF BAFFLES

3^

PRECAST_qg^ BAFFLES

LIQUID42„ DEPTH SEDIMEM

COLLECTIONCHAMBER

900 GAL.(MIN.

6'-0"

6" CRUSHED STONE BASE

ADJUST TO GRADE WITH A MAX.4 COURSES OF BRICK MASONRY(RED) SEWER BRICK. SET FRAMEIN FULL BED OF MORTAR.

CONC. RINGS AS REQUIRED

T INVERTED 6" (SCH 40)PVC ELBOW Tb EXTEND36" BELOW WATER LEVEL

42"

OIL REAtOVAI CHAMBER

TANK SHALL BE CONSTRUCTED TOMEET H-20 LOADING REQUIREMENTS

3- COMPARTMENT 2,000 GAL.H-20 LOADING TANK

WATER QUALITY INLETN. T. S

FRAIAE k GRATE TO BE LeBARONCAT. N0. LF 248, OR APPROVED EQUAL

AQIUST FRAME TO GRADE WRH AMAX. OF 2 COURSES OF BRICKMASONRI' (USE HARD RED SEWERBRICK). SEf FRAME IN NLL BEDOF MORTAR.

W

a

46" MI PRECAST REINFORCED CONCRETERISER SECTIONS

~i01L TRAP USE 'SNOUT' OIL TRAP BY LeBARONS, FOUNDRY, INC. USE 'R' SERIES FOR

CIRUUR AND 'F' SERIES FOR NON-TT CIRCULAR CB S WRH WATER TIGHT

-4 Ff. MIN GASKET.

_ I ~_

72" MIN. GRAVEL

CATCH BASINN. T. S. CB7-Morlhorough.Owg

NOTES:1.) SEE GRADING k DRAINAGE PLAN FOR

ELEVATIONS AND LOCA710NS.2.) TANK SHALL BE SHEA CONCRETE, OR

APPROVED EQUAL.

Drainage\WQl.dwg

FRAME &COVER (Le BARONCAT. N0. LK110)

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24" MIN. 18°-24" PRECASTICONE SECTION ORCONCRETE BLOCKTAPERED IN 3 TO

4'-0" MIN. DIAM.4 COURSES M

OR AS SHOWN U O? ~ N

CONC. BLOCK ORW N

Z t ~ orPRECAST CONC. w y oSUFFICIENT TO

aWRHSTAND H-20 p~ ~ ~ W N~ O Q mLOADING pro~ W a = ° a ~ II

>wj~p W Uo wYOy~ ww ~ a ~ pK m O~

12" MIN. 1/2" TO 3/4" CRUSHED STONEQ Y Wd V1 ~ _ ~ ~Q F j W J

~MN ~d ~ D In

STORM DRAIN MANHOLEN. T. S. O~Hi

C6FILE: 2551 DEfAILS.dwg