34-034 File # 17
APPLICANT/CONTACT PERSON:ALLEN, REBECCA&OUELLETTE, ROLAND
120 PROSPECT ST ACTON, MA 01720
PROPERTY LOCATION 332 TURKEY HILL RD
MAP:LOT 34-034-001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Building Permit Filled out
Fee Paid $30.00
Type of Construction: ZPA -CONSTRUCT 2 FAMILY HOME
New Construction
Non Structural Renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION_ PRESENTED:
Approved Additional permits required(see below) �r
PLANNING BOARD PERMIT REQUIRED UNDER:§ 4 s2� 1O 5
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR X Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
XPermit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission X Permit DPW Storm Water Management
Demolition Delay
. i . IT° 3 3 d3
Sid ature of Building Official Date
Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Depar ent
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office o
Planning&Development for more information.
r
i ,
['SIG° PCB File No. /
ZONING PERMIT APPLICATION (§i o.2)
Please type or print all information and return this form to the Building
Inspector's Office with the $30 filing fee (check or money order)payable to the
City of Northampton
1. Name of Applicant: Roland Ouellette and Rebecca Allen
Address:_120 Prospect St,Acton MA 01720 Telephone: 603-801-6853
2. Owner of Property: Roland Ouellette and Rebecca Allen
Address: 120 Prospect St,Acton MA 01720 Telephone:
3. Status of Applicant: Owner X Contract Purchaser Lessee Other (explain)
4. Job Location: 332 Turkey Hill Road
Parcel Id: Zoning Map# Parcel# District(s):
In Elm Street District In Central Business District
(TO BE FILLED IN BY THE BUILDING DEPARTMENT)
5. Existing Use of Structure/Property: Wooded with a previously approved gravel/stone driveway
6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary):
Driveway maintenance with surface and drainage improvement. Construction of a 12,000+/- residential
two family home within property setbacks.
7. Attached Plans: Sketch Plan Site Plan X Engineered/Surveyed Plans X
8. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO DON'T KNOW YES X IF YES, date issued: 2007
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW YES Y
IF YES: enter Book 08681 Page 303 and/or Document#
9.Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES Y
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained X Obtained , date issued:
(Form Continues On Other Side)
W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004
` ', - '" p ii- e $y,�1= 3'`r > ��f..a:3 E e i ,�y A;
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10. Do any signs exist on the property? YES NO X
IF YES, describe size, type and location:
Are there any proposed changes to or additions of signs intended for the property? YES NO
IF YES, describe size, type and location:
11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common
plan of development that will disturb over 1 acre? YES X NO
IF YES, hen a Northampton Storm Water Management Permit from the DPW is required. ftvc
12. ALL INFORMATION MUST BE COMPLETED, or/PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION
This column reserved
for use by the Building
Department
EXISTING PROPOSED REQUIRED BY
ZONING
Lot Size
574,149 574,149
Frontage
51 51
Setbacks Front >$0, >$0'
Side L: >40' R: >40' L: .40' R: >40' L: R:
Rear .100' >100'
Building Height
Building Square Footage
0 12,000+/-
%Open Space: (lot area
minus building a paved 100% >85%
parking
#of Parking Spaces
0 4
#of Loading Docks
0 0
Fill:
(volume a location)
13. Certification: I hereby certify that the information containe herein-is n.caccurate to the best of
my knowledge. /
Date: H I" i /29")�S Applicant's Signature,
NOTE:Issuance of a zoning permit does not retie an applicant's burden to comply with all zoning
requirements and obtain all required permits from the Board of Health,Conservation Commission,
Historic and Architectural Boards,Department of Public Works and other applicable permit granting
authorities.
8/4/20�
W:\Documents\FORMS\originallIIuilding-Inspectot077.oning-Permit-Application-passive.doc
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Site Development Plan
Allen/Ouellette Residence
332 Turkey Hill Road, Northampton, MA
Rebecca Allen
Roland Ouellette
DRAWING INDEX
120 Prospect Street
SHEET NO. SHEET NAME ISSUE REVISION
DATE DATE
Acton MA 01720 TITLE SHEET 3/6/23
Dial BeforeYou Dig 2 COTIRC ON 3/6/23
3 CONSTRUCTION NOTES 3/6/23
4 IAYOUT AND MATERLAIB PLAN 3/6/23
Gas, electric, telephone and cable television ; '
companies have underground 5 GRADING AND UTILITIES PLAN 3/6/23
g piper and
cab/es in places you'd least expect 6 SEPTIC SYSTEM DESIGN PLAN 3/6/23
7 CONSTRUCTION DETAILS 3/6/23
So it's a good idea for anyone who does any S CONSTRUCTION DETAILS 3/6/23
excavating to check beforehand to make sure
there is no danger of damaging these facilities.
/n fact, state lows in Mossochusetts New Ir.. v 71e
Hampshire, Rhode Island and Vermont make it
mandatory for anyone doing excavating work ,tPRQECT COCAR[:WI
to notify utility companies well ahead of time.
(Rhode Island and Vermont require fB hours w
prior notice and the other two states require
72 hours) _
The utility companies hove simplified this
notification process by providing a toll-free
number. One call to this Dig Safe'line «.,
satisfies the/ow and enables al/of the
utilities to receive the information.
In Massachusetts the number is 811 • -
/n Maine New Hampshire, Vermont and -- - •-"*^"`'� _ ^' - _ -+���+
Rhode Is/and the number is 811 SOURCE: USG`.
/f there ore underground fealties in your MARCH, 2023
area, the utility company will identify their
location for you. This will eliminate the
possibility of damage and save you the
expense of costly repairs
So be on the safe side and dial before
you start to dig.
BY
DIG SAFE T Reynolds Engineering
Civil Engineers
Planning,Design,and Permitting Services
ph:413 387-8078
email: terry@treynoldsengineering.com
www.tteynoldsengineering.com
152 Maplewood Terrace PRELIMINARY, NOT
Florence MA 01062
FOR CONSTRUCTION
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WA 7ER PRIVATE /y / - .___ 2. THE PREMISES SHOWN HEREON ARE THE www.tressioldsengineering.com
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// ,/ ,/ /' // / 9 N.
\c \ THIS DOCUMENT IS A VIOLATION OF
-,.'/, /, / / /// • ! ,' V• F: \\\b \+ b n
tFe MASSACHUSETTS STATE LAW
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b0, lC� 2e -. PROJECT N0:21-1102-
/r ,'/! i ar 1067'3 ' '�•1i'+: ` 11RAWINO:Eng Plen.davg
•' �,5 82'17'p9 " - -' PRELIMINARY, NOT FOR i.�
\ \' \ \ DATE:3 6 23
(J SCALE:
SHEET NO.
CONSTRUCTION 2 8
OP
EROSION & SEDIMENT CONTROL NOTES GENERAL CONSTRUCTION NOTES LAYOUT NOTES SITE UTILITY NOTES T Reynolds Engineering
MANAGEMENT STRATEGIES I. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR INS AUTHORIZED 1. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCAAOVS AND GENERAL:
REPRESENTAME SHALL CONVENE A PRE-CONSTRUCTION CONFERENCE BETWEEN THE D/MEN4OVS OF VESTIBULES,SLOPE PAVING SIDEWALKS£eT PORCHES PRECISE BUILDING I ALL FILL MATERIAL/S TO BE/N PLACE AND COMPACTED BEFORE INSTALLAROV Or PROPOSED UTILITIES
1. CONSTRUCT/ON TRAFFIC SHALL BE WITTED TO THE CONSTRUCTION ENTRANCE. C/TY/TOW01 REPRES£NTA RL£S CONSULTING ENGINEER/LANDSCAPE ARCHITECTUTILITY DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS Civil Engineers
COVPANY REPRESENTATIVES AND ANY OTHER AFFECTED PARTIES 2. TOPS OF EXISTING MANHOLES SHALL BE SET EQUAL TO FINUSN GRADE.IN GRASSED LANDSCAPED AREAS Plm."sg,D...ign,and P.mmimng Senwe.
2. CONSTRUCTION SEQUENCE SHALL BE PHASED TO AVOIDLEAVING LARGE AREAS 2.ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE NI ACCORDANCE MART WATER TENT LIDS.
-3477
EXPOSED FOR LONG PERIODS OF TIME. 2. THE OWNER AND T REYNOLDS ENG/NEER/NG AND/d4 THEIR REPRESENTATIVES/N WTH THE CITY/TOM STANDARD SECIRCA TIOVSphi n gereyn Has:AU I2Ting.c
PREPARING THESE PLANS HAIL ATTEMPTED TO LOCATE ALL EXISTING URURES IN ME J ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A M/N/MUM 28 DAY COMPRESSION STRENGTH AT 3000 email:urty�oeynoldsengineering.com
J.STABILIZATION MEASURES SHALL BE/N/T/ATED AS SOON AS PRACTICABLE IN PROECT AREA HOWEVER, THERE MAY BE UTILITIES THAT SERE NOT OR COULD NOT 3./N PE EVENT OF DISCREPANCIES BETWEEN LOCAL S C1F7CA RCVS AND SITE SPECIFICA RCVS THE PSL www.weynoldsengineenng.com
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES ARE TEMPORARILY OR BE LOCATED. UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE IN APPROXIMATE MORE STRINGENT REO IREMENT SHALL GOVERN 4.ORAWWGS DO NOT PURPORT TO SHOW ALL EX/STI G UTILITIES
PERMANENTLY CEASED,BUT IN NO CASE MORE THAN 14 LAYS AFTER THELOCA RCVS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND - 152 Maplewood Terrace
CONSTRUCTION ACTMTY IN TINT PORTER OF THE SITE ILLS TEMPORARILY OR ELEVA RCVS OF ALL EX/SING URURES BEFORE COMMENCING WOK.. ME CONTRACTOR 4. SITE CONTRACTOR SHALL REFER TO ARCHITECTURAL DETAILS AND SPECIFICATIONS FOR Florence,MA 01062
PERMANENTLY CFASFO.EXCEPTIONS TO THE STABILIZATION SCHEDULE ARE. SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES THE MAN/CITY FOR LOCATIONS OFREQUIREMENTS OF CONSTRUCTION AND JOINT SPACING OF SIDEWALKS RAMPS,AND CURBING 5 EXISTING URU7)ES SHALL BE VERIFIED N fEID PR/OR lO INSTALLATION OF ANY NEW LINES
THEIR UTILITIES AT LEAST 48 HOURS BEFORE COMMENCING EXCAVATION CONTRACTOR SHALL ADJACENT 10 BUILDING. 6.PRIOR TO CYAVSIRUCI7CV OF UTILITIES REFER TO ARCHITECTURAL INTERIOR PLUMBING DRAWINGS FOR ALL
1. WHERE THE IN/RATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTER ALSO OBTAIN A VALID CGSAFE NUMBER PRIOR TO ANY EXCA VA ROV WORK./N THE EVENT 77E-GINS
CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES IS PRECLUDED MAT A UTILITY l5 SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEED AS SHOWN ON 5.SITE CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTA ROW AND SHALL
BY SNOW COVER, STABILIZATION MEASURES SHALL BE IN/F/AlED AS SOON AS THE PLANS THE PROECT ENGINEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED REPLACE OR REPAIR,AT HIS OMR EXPENSE,BENCHMARKS ANT MOCUMENTATION DISTURBED 7 SITE/GENERAL CONTRACTOR IS RESPONSIBLE FOR COILPC Y/NG TO THE S'EC/f7C,1 ROWS OF THE LOCAL
/MMEOA TEL Y. DURING CONSTRUCTION.
PRACTICABLE. AUTHOP/77E5 AT THE CITY WM REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEDER
I TIE SE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES MINCN OCCUR 6.97E CONTRACTOR SHALL PANT ALL UGYT POLE BASES CURBS FME HYDRANTS PIPE BOLLARDS`
2. WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE DUE TO HIS FAILURE 70 LOCATE AND PRESERVE ANY AND ALL URL/TIES SIGN BASES AND OTHER SITE AND UTILITY APPURTENANCES CONTRACTOR SHALL PAINT OR
WITHIN 11 LAYS FROM WHEN ACTIVITIES CEASED, (E.G., DE TOTAL TIME PERIOD B. ME CONTRACTOR/5 SPECIFICALLY CAUTIONED THAT THE COCA TTOV AND/OR ELEVATION OF EXISTINGfIRE LANES WHERE REWIRED BY LOCAL CODE. U7Y/77C5 AS SHOWN OV THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UPUTY COMPANIES
THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS LESS RAN 21 GOYSJ. 4. CONTRACTOR SHALL PROVIDE TWO SOS OF AS-BOLT TALLER S.AS-BUILT DRAWNGS BY A AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. ONE INFORMATION/S NOT TO BE RELIED
REGISTERED LAND SURVEYOR SHALL NCLUDE ALL INSTALLED UPLIFTS WTH VERTICAL AND 7.ALL STRIPING,PAVEMENT MARKINGS AND TRAf77C 9OLAGE SHALL BE W AW NDANCE WM THE ON AS BEING EXACT OR CYANPCEME THE CON MAC TOR MUST CALL THE MATIONRIATE URL/TY
TEMPORARY STABILIZATION MEASURES SHALL INCLUDE SEEDING N71H A MIX OF HORIZONTAL LOCATIONS AND BE SATISFACTORY TO PE BU/LONG OFFICIAL FOR ISSUANCE OF MANUAL LW UNIFORM TRAFFIC CONTROL DEICES LATEST EDITION,UNLESS OTHERWSE NOTED ON COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVA TIUN TO REQUEST EXACT FIELD LOCATION OF
HINTER AND PERENNIAL RYE GRASS AND MULCHING WM HAY ORSTRAW. THESE A CERTIFICATE O"OCCUPANCY. ME PLANS. UTIURES.IT SHALL BE THE RESPOTSB/LITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UNITES
MEASURES INCLUDE STABILIZATION OF SOS STOCKPILES WITH GRASS.
5. ALL FILL WORK REWIRED TO BRING THE PROPOSED ROADWAY UP TO SUB-GRADE B ALL WORK SHALL COWL Y WTH FEDERAL,STATE AND LOCAL CODES AND ORDINANCES INCLUDING WHICH CONFLICT WM THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
PERMANENT STABILIZATION MEASURES SHALL INCLUDE SEEDING AND MULCHING LEVEL SHALL CONFORM 70 MINX SPECF7CAT1OVS SECTION 150. BUT NOT LAMED PT:A ASH TO OSHA,EPA,DEP,AND MASS HIGHWAY. THE GENERAL ACCORDING TO TO.PLAN.sw"TIR 1IO/,/S Iv/THLM_IA DAYS DE 51TP DF CONTRACTOR SHALL APPLY FOR ALL PERMITS AND SHALL PA ALL PERMIT RELATED FEES ALL 9 ALL NECESSARY INSPECTIONS AND/OR CERTIFICA RCVS REQUIRED BY CODES AND/OR URUTY SERVICE
CONSTRUCTION ACTIVITY AT ANY PORTION OF THE SE 6 CONSTRUCTER SHALL COMPLY WM ALL APPUCABLE GOVERNING CODES AND BE MIXSNART PEkr/IS SR START CY..,Ms. CO AANE4 cHAIL RF P,FRFTwMTn ROOF m ANNn ND NNE RUIONG POSSESSION AND THE FINAL
CONSTRUCTED TO SAME.NOTE THAT THE COVTRACCTOP/S RERESPONSIBLE FOR ONTA/NING A LCONNECTION Or SEANCE.
4. SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED CO.RAIJOUS(Y, TRENCHING PERMIT PROP 7O MAKING CONNECTIONS FOR DRAINAGE, WATER AND FIRE 9 ALL DIMENSIONS AND CONDITIONS SHORN ON THE DRAWINGS ARE TO BE VERIFIED BY 17E 10. CONTRACTOR SHALL COORDINATE WM ALL UTILITY COMPANIES FOR INSTALLATION REWIPEI/EN75 AND
ESPECIALLY FOLLOWNG STORM EVENTS TO LOCATE FA/LUNG CONTROL MEASURES SERVICES IN THE ROW CONTRACTOR./F FIELD CO/ID/TIONS VARY SIGNIFICANTLY ENOUGH TO REWIRE A CHANGE'TO THE
AND CONDUCT ROUTINE MAINTENANCE OPERATIONS. CONTRACT DOCUMENTS THE PROECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER SHALL SPECFICA MNS
7. ALL WORK N THE p7Y/TOMN RIGHT-OF-WAY AND EASEMENTS SHALL BE IN ACCORDANCE BE NOTIFIED/NAEDIA ILL Y. 11. CONTRACTOR SMALL COORDINATE INSPECTION OF UTILITY LINES WM APPROPRIATE AUTHOR/TIES PRIOR
5. ME CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON-SITE-WORKERS OF THE WTH THE CITY/TORN SPECIF7CATIONS AND MASSACHUSETTS DEPARTMENT OF TO BApffLL/NG TRENCHES
SEDIMENTATION CONTROL PROGRAM. TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 10. THE 97E/GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CONTACT THE OWNER AND
LATEST EDITION. LANDSCAPE ARCHITECT/ENGINEER SHOULD HE FIND ANY CONFLICT OR INCONSISTENCY BETWEEN 12 CONTRACTOR SHALL COI/PL Y WM THE LATEST OSHA STANDARDS OR DIRECTIVES OR ANY OTHER
VEGETATIVE CONTROL PRACTICES THE WORK SHOWY OV THE DRAWINGS AND NORMAL ACCEPTED CONSTRUCTION PRACTICES OR HE AGENCY HAVING JURISDICTION FOR EXCA YAWN AND TRENCHING PROCEDURES THE CONTRACTOR SHALL ^�
6 THE CONTRACTOR SHALL ORE THE CITY/TOWN A MINIMUM OF 48 HOURS NOTICE SHALL ASSUME RESPONSIBILITY FOR ALL CORRECTIONS BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OFALL SUPPORT SYSTEMS SLOPING,BENCHING. QV/
CONSTRUCTION.
1. TOPSOIL STOCKPILING: TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE DISTURBED BEFORE BEGINNING EACH PHASE OF IIO. 0 O k0
11.ANY CORRECTIONS REWIRED FOR REVISIONS TO THE CONTRACT DRAWNGS INITIATED BY THE AND OTHER MEANS OF PROTECTION. �J V 0
AND STOCKPILED FOR LATER USE.STOCKPILE LOCATION SHALL BE APPROVED BY 9, CONTRACTOR/5 RESPO S/BLE FOR REPAIRS O-DAMAGE TO ANY EXISTING GENERAL CONTRACTOR CUP SUBCONTRACTORS WTHOUT PRIOR APPROVAL OF THE OWNER AND Oh 0
^
THE OWNER AND ENGI EER/IANDSCAPE ARCHITECT AND BE WITHIN UM/T OF13. CONTRACTOR P SHALL ASSURE
COORDINATE PROPER
A REP OF UTILITIES WTH LOCAL ACTOR S TO OORD a--L
IMPROVEMENTS DURING CONSTRUCTION,SUCH AS BUT NOT UNITED Ta OPANAC THE LANDSCAPE ARCHITECT/ENGINEER SHALL BE ACCOMPLISHED AT THE CONTRACTORS R/S(. CONFLICTS ANp ICI ASSURE MAT PRO ER DEPTHS ARE ACHIEVED.CON7RACIOP SHALL COORDINATE
WORK URURES PAVEMENT SIR/PNG CURB,ETC REPAIRS SHALL BE EQUAL TO OR BETTER WTH LOCAL UTILITY COMPARES FLIP EXACT LOCATION AND SCHEDULING OF CONNECTIONS TO THEIR Z in THAN MAN EXISTING CONDITIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL&LEGAL DISPOSAL OF ALL FACILITIES Q SPA
1. TEMPORARY SEEDING. THE TEMPORARY SEDIMENT BASIN, TOPSOIL S/LLKPILE AND MATERIAL RE NECESSARY PREPARE ME SITE FOR E NEW CONSTRUCTION AS SHOWN ON TIE N `04
ROUGH GRADED AREAS SHALL BE SEEDED W YE WITH VANIER R AT A RATE OF 30 10.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WM THE CONDITIONS OF SITE DRAWNGS 14. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY DUE W (^
LBS.PER ACRE.ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR APPROVAL OUTLINED/N ALL STATE AND LOCAL PERMITS COPES OF THE CCNOTIONS TO THE LACK OF AVAILABLE DOCUMENTATION.ALL UTIIITES INCLUDING CURB BOXES MAY NOT BE
MORE THAN JO DAYS SHALL BE TEMPORARILY SEEDED. ARE INCLUDED WHIN ME PROJECTS TECHNICAL SPECTF1CA RODS. ME CONTRACTOR II REPAIR DAMAGED CITY/7ONN ROADS AND CURBS IN ALLOWANCE WM MASS HIGHWAY AND/OR SHOWN ON THESE OPAWNGS. THE CONTRACTOR SHALL CALL ME DIG SAFE CENTER'TO HAVE ALL ,O ,
SHALL BE RESPONSIBLE FOR REVIEWING THIS INFORMATION PR/OR TO CONSTRUCTION THE OTY/TOWN REGULATIONS UTLITES MARKED ON ME GROUND PROP 7O THE START OF CONSTRUCTION.
A SITE PREPARATION AND CONFORMING R7 THE CMNOTIOVS AS REQUIRED DURING CONSTRUCTION. -4-,
-COMPLETE ALL ROUGH GRADING ACrMTIES 14. COVIRACTCR SHALL SAWCUT PAVEMENT EDGE WHERE PAVEMENT TO REMAIN/S ADJACENT TO 15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UV 0
x 0-REMOVE ALL ROCKS AND DEBRIS LARGER THAN 3'IN DIAMETER FROM AREAS TO It THE GENERAL CONTRACTOR SHALL MANTAIN THE JOB CLEAR OF MASH AND DEBRIS PAVEMENT TO BE REMOVED. UTIJTiES THE CONTRACTOR SHALL SHALL BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WR/CI OCCUR BE TEMPORARILY SEEDED -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF 6.0. THE MORK AREAS ARE 70 BE PICKED UP AT THE END OF EACH WORK DAY DUE TO HIS FAILURE TO LOCA E AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES
-EVENLY APPLY 14 LBS OF 5-10-10 ANALYSIS FERTILIZER 70 A DEPTH OF 4' 15 CWTRACIOR SHALL PREPARE 97E AS NECESSARY FOR CCRSTRUCRON SHOWY ON TIE PLANS �„I VI5
I2 ANY TEMPORARY FACTURES FOR THE STORAGE OR PROTECTION OF TOILS EQUIPMENTA
USING 16.DO NOT INTERRUPT EXISTING UTILITIES WIHOUT AUTHORIZATION FROM THE OWNER, OWNERS OF -4--T
SUITABLE ECRUIPMFNT. OR MATERIALS SHALL CONFORM TO LOCAL REINTS DO AND SHALL BE THE GENERALSSA ADJACENT PROPERTIES AN7 THE CCRRESPONDNG UTL/TY OWNER. CONTRACTOR SALL ARRANGE TO O S"I
CONTRACTORS RESPONSIBILITY. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY SHUT Cl'! UTIURES AS REWIRED, WTH THE UTILITY OWNERS X \ .-1
-SEEDBED IS TO BE LEFT IN FIRM AND SMOOTH CONDITION. COMPONENTS FOR CWSTRUCTTON SAFETY.SAFETY.CARE OF ADJACENT PROPERTIES .�..AI
-THE UST TILLAGE OPERATION SHALL BE PERFORMED ACROSS THE SLOPE. DURING CONS IRA/CRO.N,AND COMPLIANCE WTH STATE AND FEDERAL REWLA!IONS !7. LTXXIXNATE UTILITY?EMANATION WTH UTILITY OWNERS.
!IONSj ►A CC��"
B. ESTABLISHMENTREGARDING SAFETY SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY.
-EVENLY APPLY SEED IN ACCORDANCE WITIH THE SPECIES AND RATE INDICATED /J. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL N9T THE SITE AND EARTHWORK NOTES
ABOVE BY MEANS OF BROADCASTING OR HYDROSEEDING. BECOME FAMILIAR WM ALL CONDITIONS PR/OP TO SUBMITTING HIS PROPOSAL.NO 0 Cn
CO
-UNLESS HYDROSEEDED, COVER SEED WITH 1/4'TO 1/2'OF TOPSOIL EXTRAS DUE TO UNFAMILIARITY WM THE EXISTING SITE OR NARKING CONDITIONS WLL 1. TIE CONTRACTOR/5 SPECIFICALLY CAUTIONED THAT THE LOCAROV AND/OR ELEVATION
-APPLY MULCH OR EROSION CONTROL BLANKET IMMEDIATELY FOLOWNG SEEDING. BE ALLOWED. OF EXISTING URURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
-VERIFY SEEDING D47E5 WITH ENGINEER/LANDSCAPE ARCHITECT IF VARIOUS UNITY COMPANIES,AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN ME FELD.
ENGINEER/LANDSCAPE ARCHITECT DETERMINES THAT SEED CANNOT BE APPLIED 14. CONTRACTOR SHALL BE REWIRED 7O PERFORM 1NAL CLEANUP C NSSITNG OF THE INFORMATION IS NOT TO RE RELIED ON AS BEING EXACT OR COMPLETE. THE
CLEANING THE PROPOSED DRAINAGE AND.SEWER SYSTEMS OF ALL DEBRIS PRIOR TO CONTRACTOR MUST CALL THE APPROPRIATE U7/LITY COMPANIES AT LEAST 72 HOURS
ND DUE TO CURATE TOPSOIL SHALL NOT BE SPREAD A MULCHING SHALL BE THE ACCEPTANCE BY THE OWNER.ADD/TIOWALL Y, ME PROPOSED ROADWAY SHALL BE
BEFORE ANY EXCA VATIOV TO REQUEST EXACT FIELD LOCA RCN OF URURES IT SHALL BE
APPLIED TO THE EXPOSED SURFACE TO STABILIZE SOILS UNTIL TIE NEXT LEANED AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE THE RESPONSBIUTY OF THE CONTRACTOR 1O RELOCATE ALL EXISTING UTILITIES WITCH
RECOMMENDED SEEDING PERIOD. CONFLICT WTH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
-PERMANENT SEEDING SHALL BE APPLIED BETWEEN APRIL IS AND SEPIEMBEA 30. 15 ALL EXCA VA DEN SHALL COMPLY WM OSHAS LATEST STANDARDS ALL
TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS OUTSIDE TINS /IL-OU/REMEN75 OF OSHA 5 EXCAVATION STANDARDS SHALL BE FRONDED BY 71E 2 ALL CUT OR WC SLOES SHALL BE J:1 OR FLATTER UNLESS OMERNSE NOTED
TIME FRAME, UPON APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. CONTRACTOR INCLUDING BUT NOT LIMITED ITS THE PROVISION FOR A COI/PE7EN7 3. STORM PIPE SHALL BE AS NOTED OV PLANS
C. MMN7ENAlNCE PERSON ON SITE MANAGER AND ANY REQUIRED DOCUMENTA1K,N THAT MAY REQUIRE
MULCHED AREAS SHALL BE INSPECTED REGULARLY 7D SEE THAT A �RFIC 1 RON BY A PROFESSIONAL ENGINEER. ME OWE?, THROUGH ITS ENONEER, 4. EXISTING DRAINAGE STRUCTURES 70 BE INSPECTED AND REPAIRED AS NEEDED AND
-ALL SEEDED
/ SHALL EXPRESSLY NOT PROVIDE ANY OF THE ABOVE REQUIREMENTS DESIGNATED BY
GOOD STAND IS MAINTAINED.AREAS SHALL BE REPAIRED AS NECESSARY. OSHA S D.EXCA VA DON STANDARD
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS
NONSTRUCTURAL CONTROL PRACTICES 16 THE CONTRACTOR SHALL BE SOLELY RESPOV9BLE FOR THE COST OF LAYING CUT ALL 5 EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS
/TENS OF TIE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK 6 PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS
I.SCARIFICATION EXPOSED SLOPES EXCEEDING 4:1 Nan BE SCARIFIED AT RIGHT SUPPLIED BY THE SURVEYOR or RECORD. ANY DISCREPANCIES SHALL BE
ANGLES TO ME SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING IMMEDIATELY REPORTED TO THE ENGINEER AND SURVEYOR. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT
EXPOSED PERIOD UNTIL VEGETATION IS ESTABLISHED. PROVIDE VEGETATIVE IZ THE CONTRACTOR SHALL PROVIDE ALL MAMMALS LABOR,EW/PMENT,PERMITS AND SHALL BE THE CONTRACTORS RESPONSIBILITY 70 REPAIR AND/OR REPLACE THE EXISTING
COVER AS SOON AS POSSIBLE. APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PROTECT AS INDICATED LW THE STRUCTURE AS NECESSARY TO RE77JRN IT 7D EXISTING COVD/BOYS OR BETTER.
2 STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN COM/UNCTI N WTH PLANS AND IN THESE SPECIFICATIONS B ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEATED 10 ASSURE CONNECTION AT
7EMPoRARY/PERMANEM SEEDING AND TO GRADED AREAS WHICH REMAIN 18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMNA ROV/N STRUCTURE IS WA7FRRG/T.
EXPOSED OUTSIDE OF RECOMMENDED SEEDING DATES MULCH SHALL BE ORDER TO PREPARE SITE FOR CONSTRUCTION.
APPLIED AT 90 LBS.PER 1000 SE CONTRACTOR SHALL PERIODICALLY INSPECT 9.ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET EQUAL TO TRASH
AND REAPPLY AS NECESSARY,PARTICULARLY FOLLOWING SIGNIFICANT STORM 19.ANY AND ALL DEMOLISHED TREES STRUCTURES AND OTHER RUBBLE MA AERIAL GRADES AND SHALL HAVE TRAFFIC BEARING RING&COVERS(H20)..LIDS SHALL BE
EVENTS. PERTAINING TO THIS PROECT SHALL BE DISPOSED OF BY THE CWIRACTOR OF-SITE LABELED 'STORM SEWER'.
3. TOPSOIL:DISTURBED AREAS SHALL BE TOPSDILED PR/OR TO SEED APPUCATION. AT HIS EXPENSE N ACCORDANCE NNNTH ALL N L CITY/TOW ORDINANCES AND ALL 11. CONTRACTOR SHALL ADJUST AND CUT EXISTING PAVEMENT AS NECESSARY TO
APPLICATION STANDARDS APPLICABLE SETAE AND FEDERAL ENMRCNMENTAL REGULATIONS ASSURE A SMOOTH FIT AND COVE OUS GRADE.
-REMOVE ALL ROCKS AND DEBRIS OVER I'-1 1/2'IN DIAMETER 2O ALL PAVEMENT DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE REPLACED
-SCARIFY SURFACE PRIOR TO SEED APPLICATION. N ACCORDANCE WTH THE SPECIF/CA ROWS AND AS SHOWN LW THE DRA NINGS 12. CONTRACTOR SHALL ASSURE P09771E DRAINAGE AWAY FROM BUILDINGS FOR ALL
-APPLY 6'DEPTH OF TOPSOIL.
NATURAL AND PAVED AREAS
17.ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT ONE END OF EACH II TOPOGRAPHIC/NFORAMA TIOV WAS OBTAINED BY HOLMBERG AND HONE IN THE SUMMER
4.SILT FENCE SILT'EWE SHALL BE INSTALLED AROUND THE PER/METER OF THE SITE, WORK/NC DAY BY BALWf7U/NC OR COVERING WM STEEL PLATES OF 202E IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE
AT CULVERT OUTLET LOCATIONS OR AS INDICATED ON THE DRAWINGS. SILT PLANS WMOUT EXCEPTION,HE SHALL HAVE MADE,AT HIS OPENS;A TOPOGRAPHIC
FENCE SHALL BE INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY FOLLOWING 22.ALL MATERIALS AND METHODS ARE TO COMPLY WM THE CITY/70/N DPW STANDARDS SURVEY BY A REGISTERED LAND SURVEYOR AND SUBIIT IT 10 THE OWNER FOR RENEW.
STORM EVENTS UNTIL APE SITE HAS BEEN STABILIZED(COVER> 70Z)BY OR MASSACHUSETTS HIGHWAY(WHERE APPLICABLE),UNLESS OMERWS'OREC7ED BY PREPARED FOR:
VEGETATION. ME ENGNEE/. 14.ALL UNSCREWED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES
Rebecca Allen
2J PERMITS MILL BE REWIRED BY CONTRACTOR WHEN WORKING WHIN OR OCCUPYING OFT TOPSOIL.CONTRACTOR SHALL GRASS STURBED ARE FABRIC CO ALL SLOPES 3TH 1V OR Roland Ouellette
STRUCTURAL CONTROL PRACNCfB SPECIFIC. CONTRACTOR SHALL DISTURBED AREAS ACCORDANCE WTH THE
PPUBLIC MT WAY. NRACTGR IS RESPONSIBLE FOR TS IN /1 ALL REWIRED WORK SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
I. RIP-RAP OUTLET PROTECTION:RIP-RAP SHALL BE PROVIDED AT ALL APE OUTLETS PRO.LC AND MAINTAININGA COPY A OF ALL PERMITS/N A )HREE RING BINDER OR 120 Prospect Street
1720
TO THE WETLAND. MATERIAL SHALL BE HARD.DURABLE RED OR QUARRY STONE PROECT BOOK AND ON-SITE AT ACC THEMES 15. CONSTRUCTION SHALL COMPLY WTH ALL APPLICABLE GOVERNING CAVES AND BE Acton MA 01720
WHICH IS ANGULAR AND RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR 24.BACKFILL MILL BE PLACED IN SUCCLS3I/E LAYERS NOT MOPE THAN 74EL IE INCHES IN CONSTRUCTED TO SAME.
WEATHERING. THICKNESS AND SHALL BE COMPACTED TO 95Z OF MAXIMUM DRY DENSITY DETERMINED BY 16.EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE REVISIONS: DATE:
2. CONSTRUCTION ENHANCE. CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN STANDARD PROCTOR TEST(AST/698)FOR ALL APPLICABLE TYPES OF BACKER(MATER/AL WTH ARCHITECTURAL BUILDING PLANS AND S PECYFSCA DONS
NO FROZEN MATERIAL SHALL BE USD AS BAE.KFFLL.IF,IN THE OPINION OF ME ENGINEER
ACCORDANCE WITH THE DRAWINGS OR THE DPW, THE EXCAVATED MATERIAL/S UNSUITABLE, THE ENTIRE MATERIAL FOP 17.IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS ME VERTICAL ELEVATIONS OF
BACKFILUNG SHALL CONSIST OF APPROVED GRAVEL OR APPROVED BORROW,AS DIRECTED. THE BENCHMARKS SHALL BE SET A MIN A TOLERANCE OF 0070 FT AIL FOOTINGS AND
J.SEDIMENT CONTROLS:MVN1EHANCE SLDNENTATIN CONTROL MEASURES SHALL BE AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILITY,A SIX-INCH LAYER OF FOUNDATIONS FOR PROPOSED STRUCTURES SHALL BE EXCAVATED TO NATIVE SUBGRADE
CHECKED WEDGY AND AFTER EACH SIGN/MART RAINFALL EVENT(0.5-INCH OR BACKFILL KILL BE THOROUGHLY COMPACTED AS FOLLOWS IF DRY,SHALL BE MOISTENED AND AND COl/PACFED PER ARCHITECTURAL SPECIFICATIONS
MORE). THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: THEN COMPACTED WTH MECHANICAL TAMPERS OR BY HAND TAMPERS HAVING A TAMPING
FACE NOT EXCEEDING 25 SCRAM-INCHES IN AREA THE FINAL TREL EE INCHES OF RILING 16 CONTRACTOR SHALL LEAVE GRACE BEHIND CURB IN ALL PUNTER AREAS A MINIMUM OF
A. RIP-RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT WILL,IN ALL CASES CONSST OF APPROVED GRAVEL THOROUGHLY TAMPED. 4'LOW FOR THE PLACEMENT OF SU/TABLE TOPSOIL OR PLANTING MIX.
ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP-RAP UNAUTHORIZED ALTERATION OF
25 CONTRACTOR SHALL PROVIDE FIELD COMPACTION VERIFICATION UTILIZING ASD/05795-02, THIS DOCUMENT IS A VIOLATION OP
SHALL BE REMOVED AND REPLACED. 19 CONTRACTOR TO SPREAD GIN-SITE STOCKPILE TO A 4'DEPTH OV ALL AREAS 70 BE SOD&ROOK IN-PLACE AT SITE DEPTHS BELOW MASSACHUSETTS STATE LAW
B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING ANO STANDARD TEST METHOD FOR DENSITY OF
THE SURFACE BY NUCLEAR METHODS AS REQUESTED BY THE ENGINEER. SGOED/SEEDED AS BROWN ON ORAWNGS SITE CONTRACTOR FINE GRADE OF INSTALLED
DETERIORATION.REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6 TOPSOIL PRIOR TO HYDROMULCH/NC BY LANDSCAPE SUB-CONTRACTOR. PROJECT NO:21-11(Y2
INCHES DEEP. 26. CONTRACTOR SHALL PROVIDE FIELD COMPACTION RESULTS TO ENGINEER WHIN
C. SE AUIS AM/AREASESHALL BE INSPECTED REGULNRED ASY SEA THAT A 24-HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER. PRELIMINARY, NOT FOR DE:DRAWING:6/23
GOOD STAND L ED L 96111 BE REPAIRED L TT)NECESSARY 27 ALL FILL TO BRING PROPOSED ROADWAY UP 10 THE SUB-GRADE LEVEL SHALL
4.EXISTING OUFFALL INSPECTIONS AND A4/NIENANCE ARE THE RESPONSIB/UTY OF THE EXTEND PAST THE EDGE OF THE RIGHT-OF-WAY AT A 21 SLOPE. THIS IS TO
CONTRACTOR. NO SEDIMENT MATERIAL IS TO GET TO EXISTING OUTLET. CONTRACTOR PROVIDE ADEQUATE SUPPORT FOR THE RIGHT-O'-WAY. SCALE: -
SALL DOCUMENT EX/STING CONDITION AT EXISTING OUTLET PRIOR TO CONSTRUCTION SHEET NO.
3 8
CONSTRUCTION.
OP
LAyDLIT NDTES
SITE/NFORMA Jt0N, Mop4ot 34-034 T Reynolds Engineering
\ 1. SITE CONTRACTOR SHALL REFER TO SHEET J,DETAIL SHEETS AND 1 t, �.
REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT. l • — —�_-_- / grfip ��j�OOjO�� O/��i.� ///O/// ./.��j�O�/4 Civil Engineers
2. IT SHALL BE THE SITE CONTRACTOR'S RESPONSIBILITY TO CROSS \, \ 4P..: �,�./ f :.1 ,/ — --- ZONE RURAL RES/OEN/7AL(RR)flag Lot Planning,Reign,and Permitting San±c,.
REFERENCE INFORMATION CONTAINED IN OTHER SHEETS MYTH SITE
1 WFORAIAT70N SHOWN HEREON. , \ Dao't`t?ie,.1 / } 1 j - ; SEAER PRIVATE pk 413 387-8078 fax:All 727-3477
sae.n '.1 / ,r _ SaUe.Mni U- WATER PR/YA/E t teny�;Am'no
' J. PROP TO SUBMITTING THEW B/D FOR CONSTRUCTION, THE SITE \ \ } / `;/ U.tt ta,_C•: .neyoaidseogr .comngineering wm
1 CONTRACTOR SHALL COMAIUN/G1TE ANY DISCREPANCIES BETWEEN THEy
PROPOSED DESIGN AND THE 54/D SPECe9CATIO S*RN THE PROJECT .\ / .`
\ PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER SHOULD 77E SITE -_ LS2 Maplewood Terrace
CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES,HE/SHE q�,Edy r.i°`meet\ \ ' S D•.,i AN/NF Florence,MA 01062
, SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID Te!ni>ot>- \ \ N. / ___- _.
' DISCREPANCY \ T)hun .,pH} r!t•:P-�' NC /IFM REPU/RED LUSTING
/ / a mimNUM LOT AREA 80000 SF. 574,149 SF.
f q
MINIMUM ROAD FRC4V 50' Se
\ / M/N/NUN LOT DEPTN 2010' 2.56.5'
--/ air ee ,en,�
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/! H ( < i MIN/MUM FRONT YARD SETBACK so' >BO
i N. M/N/MUM SIDE YARD SETBACK 40' >40'
'
'` • MINIMUM REAR YARD SETBACK 100' >100'
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MAXTAH/N BUILDING HEIGHT/STEW/ES ,ES. �`X.5
' e a 4 . { „, k` __ PROPOSED ID'WIDE PAVED DRIVEWAY` / (1,6001 LF)SEE DETAIL � OPEN SPACE BST J85X
= �� 7! _ .
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!n� / / . ALLEN AND ROLAND OUELLETTE BY S4LV/Nl •t--1 '� 0
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, .� `P 20 I , �`<'r:l 6, '� l Z�r t9't �.,-#T a4n.e o J'' 1201and Ou Street
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CW1 - S �2•t7�Q dU DOCUMENT SA VIOLJTIANP
`— Q THIS DOCUMENT IS A LAW
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f6) MASSACHUSETTS STATE LAW
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0 PROJECT NO:21-1102
DRAWING:Eng Plen.dwg
DATE:3/6/23
UU 1 50
PRELIMINARY, NOT FOR G 0 SHEET 4 8
CONSTRUCTION OF
' /<y \\ - ` , y - yRADING. AND DRAINAGE NOTES' ----
�' r Pa '_ r'4 OA," SITE CpJ1RACTpP SHALL REFER TO SHEETS x AND REA/AMMG PLAN SET FOR NFO?NAnQV T Reynolds Engineering
( {O ... `� --_—..- .._ REGARDING GRADING et DRAINAGE.
, 0 / (< ' \ - ^/ _ - 2. IT SHALL BE THE A7E CONTRACTORS RESPONSIBILITY 70 CROSS REFERENCE INFORMA nCW Civil Engineers
\ - �� ± =-t \ - .__ CONTAINED IN OTHER SHEETS WIN GRADING d•DRAINAGE INFORMATION SHOWN HEREON.
1.THE PREMISES AND EXISTING CONOTTONS P / �•` /:, - J. PRIOR TO SUBYITDVC A BID FOR COVSTRUCDON, DE SITE CCNIRACTO7 SHALL COMMUNICATE 1
SHOWN HEREON ARE COMPILED FROM A ` , l / /' \� \ ANY DISCREPANCIES BETWEEN THE PROPOSED DE57OV AND HE SAID-SP£DFICAnCVS WITH THE
TOPOGRAPHIC SURVEY FOR REBECL'A j / / / / PRO.ECT PROPONENT•ENGINEER.SHOULD THE THE SITE CONTRACTOR FAIL TO COVMUN/CA7E Ph:413387-8078fax:4ti 727-3477
ALLEN AND ROLAND OUELLE77E BY.S4L wN/ ` Doti t NT ee i •/ // I / 3 ANY DISCREPANCIES HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESUC TANG FROM SAID ',email:IeayCa aei dseng,neenng.eom
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ASSOCIATES INC DURING THE FALL OF Base \6,R '/i/ Easeme.
( ,, / ajna�C �`.CON7RACT1R TO VERIFY ALL UNUTY CONNECTIONS AND INVERTS FROM COSTING/PNLPOSED
2022. \ \\ �' _J .,i/ l/ / � UT - - ^h7/F/LT/NC nJ SERVICES IN STREET./F ANY OSCREPANOES D BETWEEN PLAN AND P
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\ // / / i /, , FDPNA77QV FOUND IN THE f7EZD.CONTACT ENGINEER AND LANDSCAPE ARCHITECT Flo.rnce,MA 01062
S OF ALL UTILIMES ,
Access Ea \ %1 1// t.,agetne:'-t 1 / b. NA7U "'� ELECTRICAL,ANDL TELECOMMUN
ICATIONS AOV RVICES SHOWN HEREON ARE
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Temporary a S AIATIC I ID DEPICT SHALL OF SAID UTILITIES E THE SUBJECT BUI771E J.
Temp \ \ 1
I / / /,/e// / e Easement D- RE) LEF49/Ecn K . PROVIDER SHALL BE RE9°OV57BLE FOR THE FINAL DESIGN ol'-THE
/ Dral // CON7 T R Hv;
\ / ' /j/ 7. ENCO(1 I�(�P SDU 0 '. 170N ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE
/ / /1 ! ENCOUNIEl1E"D DU CON TIOV.
/ 1• - /y gaM.ggp per, B 17/E CON7RAGFCRILL ATE MIN T REYNO DS ENGINEER/NG. (IRE)70 OBSERVE 7HE
•\ J,-'� !, '/- aGYlWUI.MeieR lnP1—.— __ - �// INSTALLA77OIC.•e ALA,ASPECTS• THE STORMWA7ER SYSTEMS. ONCE DRAINAGE SYSTEM IS
\ 0 N \ / / / INSTALLED A RNNy''71CNING THE:WNER/SITE CONTRACTOR SHALL COORDINATE MTH 777E 70
PRELIMINARY, NOT FOR a� `/ T F}EIEN D THEIneucTIDv AL M OF NNE DPNNALE SIGNED DURING ACTUALREAL-WORLD
STORM
/ / / ,� DZau.`agE ""' TO/ D 11Nf' NAe ��/TY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID
1 SYSTEM NOT F7AVCADN AS DESIGNED UNDER REAL-WT7RL0
\\ \\ \ � / I / CONORe 7RE`ALL'RECOMM D ADJUSTMENTS TO THE DRA/NAGS SYSTEM TO BE APPROVED
�/1 _ / y%\ \ BY DPW ND IMPLEMENTED: 7HE ONNER/SITE CONTRACTOR.
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'` / ' / / OI 9 '/ E RCEACY �� '// /' �MY, '' 1 `\ \ ;; FFSMr3Y9.o`�\\\ S9S\\ \ REVISIONS: DATE:
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► . a. \ \�• -. \','.\ \\ PROJECT N0:21-1102
•• • _ & 4'1 ��E, / //// ////i; // ��.,4E+ r \/�\ \\ \\\ ..\,\ — DRAWING:Eng Plan-dwg
\ —' / StbLLe�HeadwallJ% ./ // // `.' - i rs�ww �w ✓ \ Fi2W 11-77(Dry \`;\\�� \ ,\\-
/ / \' � � -\ h \ DATE:3/6/23
.� m�=549.53 ��� .;, // �': ' / /- ®'e /,, CV- �``.•'. 4..... T�......,,.../„. v v �c�'`V vA AA \ V ;\\‘..
�A' SCALE:1'640'
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8
SAS OBSERVA7KIN 4 OA T Reynolds Engineering
PROPOSED GRADE 596 J PROHDE RISER TO 1R/H/N 6" PERFORATED PVC PIPE W/SCREW
O'FIN/91 GRADE IF TAN(/S pRoyor RISER W7H/N 6"or CAP 3"BELOW CRAOE ARV STONE CgriI Engineers
9-OR MARE BELOW FW/SIN SOIL BELOW .. R
) F/N/SH GRADE/F 0-BOX/S 9" FILLED BED TO S PMsnmE,Dcr x•, d Pcrmmm Service.
GRADE(TOP) OR
OR MORE BELOW FAN/SN GRADE ys.} I4F`7'AT E Pa '7 � sA ph:413 387-8078 fax:413 727-3477
A MIN. Or 9'COVER TO BE /2•Y/N. ALAI. COVER TO IOW OF STOIC ----_ r y, email to I Wsen
-/ PROVIDED OVER SEPTIK TINY \ aq �� +;meenng_enm
aL Idle
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_� 7Br O 1.O.T "V 4'PVC SCR-J5, 4•PERE PVC.4Pt-35 B5'o aas-�. _ ` }EAz "{�+*: v+� .r .A.,. _.
Z00�0 GAUCN 9.5 O TOT II CONNECT END OF SERIAL [z '+��
V OUT 59377 74\_PI?ECAST LCWCRE7E C/AES lO/PEA/OlE t£NT SEPTIC TANK II (REVERSE SLOPE TO FEEV. ; � t,BOTTOM Q"BED MUST LE LEVEL BO ABOVE PIPE CROWN) s LcrH-4O ro sDR-Ss coax/NG pr�p " \ pr 1 ' INVERT s92.15 -- - -_ Y u IAN�'" "<, t(
INVERT BOX ELEV-59L0 .,,a
SO4 40 INLET!EL- O57 PR OSED UILDING i / y,. - • .d
TO EXTEND AMN 592.38
10"BELOW 120W / OCATION ( D .,, y.
INVERT/HART LINE INVERT OTT { PRE DST.BOX - \ `1/4n.74 '15
SEPTIC TANK SCH 40 OUTLET TEE TO SEPTIC ZANY INVERT OUT O59 BOX _ _ %N
59273 / -_- _ y
EXTEND MIN V"BELOW 1LOW 59248 59222 t. 6 3
PROPERTY LINE
6 LINE PROMO(ZABEL EFFLUENT 4"PVC SDR-Jrs _� 4-PVC OUTLETS i T L Y +*
ANTI-BUOYANCY ILE FILTER OR APPROWD 2'LEVEL OUT CF D-BOX 70 LEACH 0 yV F: ---
Al a I nz uMN armor In •�� SET LEVEL FOR FIRST t,__.... -_ 3 'F s 1 .4;: :"
fl a-';
LA/ERL LAZES �C) ni-4- E1r„ret1 of - --- - __ -
INVERT=592.15 } $
SEPTIC SYSTEM PROFILE 2 IN`�rPI PROPOSED SEPTIC PROPOSED WELL x
`.. ... *WHEAL TEE SYSTEM LOCATION LOCATION ., *5 ,,,
NOT TO SCALE - .. 'vt*% _ T'7T Ct
6 ION/MUM.SUMP µ PLI
RUFCO 4000E 40 MIL 0)
MONO-LAYER PE SHEETING OR DISTRIBUTION BOX DETAIL MAP 34, Lot 034 SOURCE: GOGGLE MAPS O
EQUAL
1/40
DISGUISE TYP(3)SIDES SCHEDULE 40 PERFORATED PIPE w/IH NOT TO SCALE OVERALL LOT PLAN °' a
Low VENT J is AWN HOLES Ar 7 s O'CLOCK •�
IN SHRUBS 5'AYH. FINISH GRADE(AM.2T SLOPE) NOT TO SCALE CA as O
GEOTEXTILE CLEAN FILL O
/' FCy
- ........
FABRIC PER DESIGN A - bn/ t /, �,J _- _ - _.__ -- - -- _----_ n/
A A W 592.l5 AMN - --
f
6• != 7 - _ _,..----- -- AFL SCALE.. �"
PLACE WASHED C-33 SAND C-JJ 'ND i' / I 7 -t0' - - -_ _-_ _ __ - - 0
GR F3FC
STOVE AROUND FILL OR PERVIOUS
A.OCCURRING CSC' EZJEN A42 MODULES 4.0• J' 3D ESTIMATED HIGH
/ �i / `' I_15'S, - _ _ _ ___ -__ O ELBOW P£RVIWS 1UTER/AL - -
',Zit - NATURAL OCCURRING 07C7UNDWA7ER / - S _- „ /! -, '� "-_! _ ___- _ __ - ___ (IN 1!QT`)__TER/,� 1'MW. SEE AUN INSTALLATION
DESIGN L - _ - - O (d
PERVIOUS S LAVER • /NSTACU7)fN ANNUAL v___���Illi __ = -- -_- _ -!6` ` 0 =y
RNERV10U5 DYER .-6•MN � +� __ }. � ----a ------ -,--
_ •t+iyi
LEACHING BED DETAIL _w �� im PREMlSE3 ANO EXlST7NG CONO77XhVS_ (� • , CN1 o
REMOTE VENTING . , ___. _ ® ; - -_ - --._ _ SMOwN HETPEOK SAE-COMPILED zRLTM A •,-4 •� M z
(NOT TO SOLE) NOT TO SCALE �� - / ��� 10PDGRAPH/C SJRIEK•FOR REHEGC4 },� Q� CO
. _ _- _.� _ /-- _ AL EN AND.ROC.Q 1/RI//FT T1/E FS4LL S4LV1N/__
_ -- .__. * �SOCw7EF INC-0UR/NC-AIFFeCL Z1c�
DEEP HOLE/1 DEEP HOLE/2 /• iV, -- _- - ---- II.- �4'4- •'12� -_ `'� W
LYIMSIRLUCR(IN NOIF£ I3-25' I 51 -/ /' / / / / / _ - �`
t ACC CHANGES 70 THIS PLAN MUST BE APPROVED BY WE LOCAL BOARD Or HEALTH AND ME DESIGNER. / / '/ /// - ' '/ - -. ... \� _
2 ALL WORK AND MATERIALS SHALL CONFORM TO THE REGN//RLllEN75 Or ME LYWMLWNEA(7H O'- �• 25 96 �, L3. / ng� / /" ! ,' /_/ j/�. ,' (.fJ.- .
MASSACHUSETTS 370 CAA?15:007 AND ANY APPLMAR/F LOCAL RULES AND REGULATIONS CZ/ LS
C h1 � / / ��11„ttLL��YY -` \
J. 7TE SEPTIC TAN(SHALL HAVE PVC SCHEDULE 40 INLET TEE'AND QUIET TEES FOR 77/E 20100 GAL.(5 FT. r I /,'' / / // - _ • _ -_ .t�
DEEP)TANK, THE INLET TEES SHALL EXTEND A MINIMUM Or 10 INCHES'BELOW 714E INLET FLOW OWE. THE , I_I / � F - / R..
OUllET TEE SHALL EXTEND 19 INCHES BErow THE OUTLET FLOW UNE. 771E TOPS Cr BOTH TEES SHALL BE ,4'
0 ' } 1 •�• �\-
O EN AND THERE.SHALL BE A THREE(3)INCH AIR SPACE BEMEEN THE TEE-TOP AND THE INSIDE Cr THE / '' / .�� '- / / _
4. SUBSURFACE COMPONENTS Cr A SYSTEM SHALL NOT BE BACKF7LLED OR 071ERWSE CONCEALED FROM MEW DEFT HOLE/3 DEEP NOTE/4 •- / /// ///// .5'�/� / }T1 }Y / __ . �tj - `
UNTIL INSPECTION HAS BEEN CONDUCT➢BY THE APPROVING AUTHORITY AND PERMISSION HAS BEEN - yw --t
CHANTED BY THE APPROVING AUTHORITY TO BADOXL THE SYSTEM. THE DES/GIVE?SHALL INSPECT THE 0-4 47 L 0-5 'A - L // ' / 4� Uy� PROPOSED
COVSTRUCRCN AFTER THE INITIAL EXCAVATION,PRIOR 70 BACXI7LL vc,,AND DURING BACKF/LLING IN I �' •/ / // / /iI _ 7-CY/AYBER 00D \ �' - -- -- -- -
2 r
ADDITION, THE FINAL INSPECTION Or TIME SYSTEM SHALL BE CONDUCTED BY THE APPROVING AUIHO/TY; THE 4-28"I /il SA 5-26• SL / i ///i // •'CAC SEPTIC TANK - .--_�L \_ -
SYSTEM INSTALLER AND THE DESIGNER PRIOR TO THE ISSUANCE L1r A CEOTF/CATE Cr COMPLIANCE �/' :. ': { ... \ _._. _ _...._-_ _
BOON REQUIREMENT
SHALL QIE AN ADVANCED NOOX Cr 24 HOURS OR MORE FOR INSPECTION PURPOSES PER V ✓j/ - /
B.O.H REQUIREMENT 771E DESIGNER IWU COLLECT A SQL SAMPLE OF TITE 5 FILL. THE COST OF THE SOT "'/// - - _ -
TESTING HILL BE THE RESPONDdL/TY Cr TIE CONTRACTOR. 4 ��// � BARREEA,3-SIOESS' .) l•}21' ! -'_�i•' _ - __ -`;� \
5 ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTIOV OFFER/NC FROM THOSE SHORN HEREON.SHALL BE 28-96" ��. is 28 06". LS BREAKOUT •�F / ! •� ! .5 / _ A ` ``
REPORTED TO THE DESIGNER BEFORE COVSTRUCOTV CONTINUES ELEV=59?.65 M/N W / ® .• // ...3
6. NO DOVESIIC HELLS SHALL EXIST IMMIN 100 FEET O-THE PROPOSED LEACHING FACILITY. // .I/it1/ ;Y'1 w ,� r.' - i! --_ 600
7 WATER LINE SHALL BE A MINIMUM OF TEN(1D)FEET FROM ANY PART Or THE SEPTIC SYSTEM Y ,.' �� :/AY- / / _. _gr a -
B THE DESIGNER IS NOT RESPOVSNLE FOR 771E FAILURE Or THE CONTRACTOR OR OWNER TO NOTIFY THE TOWN '''' `t- r-• •' / `'-; -_ - \,
AND/OP TINE DESIGNER FOP PROPER/NSPECRCWS DURING CCWSTRUCRCW. / / /' io.%. %//�
9. ALL ELEVATICWS ARE BASED OVA TEMPORARY BENCH MARK SHORN ON THE FLAN. / / S ///fff///
10. PROPOSED GRADES ARE TO BE FOLLOWED AS SHOW ON PLAN DEWATIOVS SHALL BE APPROVED BY THE / .. // / � OSTINBUTICW _ !•/_ -- - - '
DES/OVER. PERC TEST DATA FOR HOLE 111/y PERC TEST DATA FOR HOLE /3/4 / - // �/ ' - -'BOX 1 _ !
H. ANY FUTURE SHAMMING POOL OR FOUNDS RCVS S7/ALL BEAMINIMUM Or 20 FEET FRO4 THE SQL �� /� - / -'�
ABSOPPTIOV SYSTEM. ..585.5 GROUND EVEN. 597.2 = GROUND ELEV. / / PROPOSED EZ.C/V GSF �@
5785_ Spno4 OF TEST Plr ELLv. .`�68 - BOTrON Oi TEST Plf EIEV. ' �`✓ ' '•SQL ABSYVPPnOV -
N0 OBSERVED GROUND WATER ELEV. . OBSERVED GROUND WATER ELEV. ,/ .% / t .� / SYSTEM(EOSIN B5'r ' JI •/ _ LOGA7IN' 1
58t 75 = PERC TEST ELEV. - SY3 7 = PERC TEST ELEV. / ! i ' / -.14' / //-__ -�., _ _ PREPARED FOR
CONTRACTOR NO1ES - ESIHNTED HIGH WATER ELEV. ... ESTIMATED 111G11 WATER ELEV. // /. - i i / / I (/ -- -
1 Rebecca Allen
1. PROVIDE FIRM FIFE BEDDING'OF CLEAN,COMPACTED SAND AND GRAVEL,FREE FROM STOVES AND / ! / i '/,/1 .D / -_ -_.-_ -_. --_ , '
DELETERIOUS MATERIAL. DATE: 2/2Nf3//23 , // / FPr.SF/OPAAE OMR BED SMALL Bf �� • - Roland Ouellette
Z PLACE SERAIL TANK QV 6•OF CRUSHED STCWE AND DIS778BUI7OV BOX ON FIRM COMPACTED SAND/DRAWL. �' T RaYnolde P.E. / ` �� / PITCHED A OVE B ZR M/N. �t'I I _
WITNESS: Chart.Kameckt DOH • 9 .SAS YNN/YUV ELEVA7/CN CAN DOWN _ �/-.-_._- -_.. IZO Prospect Street
3 5777/P AND STOLWPILf TOP SQL ON-SITE FOR REUSE OUR/NG FINAL GRADING PERC HATE: 22 41N.lINCH FOR HOLE t3/4 / /. OBSERVATION OPALME/VT AND SHALL 594.0 M'N. / Acton MA 01720
4. EXCAVATE OVER BURDEN Cr TOPSOIL AND ALL TO WHATEVER DEPTHS ENCOUNItHtU TO REMOVE A"and USE PERC RATE OF 25 MIN./INCH ' yI -- _ /c
R"SOIL CLASIFlCA 77 N LAYERS MATERIALS PREPARE SUBSTRATA OF BED 70 RECE7IE TIRE V SAND BY - / - PIPE( / LI \
LIGHTLY SCARIFYING. EXCAVATION EQUIPMENT SHALL NOT BE ALLOWED 70 TRAVEL OSIER THE PREPARED ,Or Sf /' I / I - ... --
SEPRC SYSTEM DESIGN CRITERIA / / / ' J N REVISIONS: DATE:
SUBSTRATA. PIPE AND STAVE BED // / / / / // 'I 610.0 V \ • - - T i
5. SPREAD MINIMUM FOUR(4)/NQi LAYER Or LOAMY TOP SOIL OVER ALL AREAS DISTURBED BY _- - _ ;' / ,� '� ,' / / ' ;.:/ .�OL.-'� ......__ - �� r�i;
CONSTRUCTION ACONITES COVIRACTCR SHALL PROVIDE AOXTIOVAL TOP SOIL AS NECESSARY MULCH TOP TYPE O"ESYABISHMENT 7 3EOPOOI/RES0EN1AL IKwE / I !` •:� / i
SOIL 1N7H HAY OR STRAW TO PRESENT EROSQV. OWNER RT BE RESPONSIBLE FOE SEED,FERRUZER AND GARBAGE DISPOSAL: NO / / /'' t iSO9•U' --- �� .
WATER. DESILN HOw710 GAL/BEDROQt//7 B6AR00VS=77T GAL/DAY REMOTE // , S \ _ \ _. 1 •'
TENT' 3-SrORj'RE0AEKAV-\BLDO,
6. OBTAIN A DIG-SAFE NUMBER BY CALLING 1-888-344-723T PRIOR 70 ANY EXCAVATION. SEPTIC TANK CAPACITY RECUIRED 770 GAL.•200E=L540 GAL /- /' 12 OiGOe. \ -' "-
7 TO LOCATE COMPONENTS Or THE SAS PROMLE REBARS(2-0"LC.)AT THE SEPTIC TANK INLET/0072E1; SEPTIC TANK CAPAOTY PRONGED:ZOO2 GAL. / LOUATTON / -'C ,',\ _ - _'
D-BOX OBSERVATION PIPES AND BOTH ENDS Or ALL OSIRFBURCW LATERALS REBARS TO BE SET 4" DESIGN PERCOLATION RAIL- 25 MIN INCH - / / / \ �s
BELOW GRADE. SOY DASSITTCA lKAV. Gloss// ! ' ' \ \_ -' - - -�..
EFFLUENT LOADING PAIR: 0.40 GAL/DAY/SF. / \. -- L / -/` UNAUTHORIZED ALTERATION OF
EFFECTIVE LEACHING AREA REWIRED 1.155 SF. / / / / /" F`' '� _ - - ' THIS DOCUMENT IS A VIOLATION OP
NOTE EFFECTIVE LEACHING AREA FRONDED: I.190 sF. `_
I. PROPERTY LINE PLAN IS B4SED OFF Or AVAILABLE PURL/C PLANS AND MASS G/S INFORMATION / E ) / !\ �' !�%/ �O/ MASSACHUSETTS STATE LAW
2 EXISTING CONORONS SHOWN HEREON ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED BY SALYIN/ CALCULATIONS / ',/ \ .` \ PROJECT NO 21-I102
ASSOOA ITS INC DURING THE FALL Or 2022,BASED UPON AN NAV83 DATUM. (BASED UPON RR£5-Roo GAL/DAY/SF.FOE LIAR) / ,�.ILyi_� _
3 TEMPORARY BENCH MARK SHALL BE SET AT TIME OF CONSTRUCTION BY PIE SURVEYOR Or RECORD BENCH FL.EN eFOGv M/M1'IAI 7 REDR(XW/RFSTLL'/li/AL THOSE / ,I- /O7'MLZL OFFSET` V \1"•" �"�- DRAWING:Eng Plen.dwg
MARK SHALL BE LOCATED WITHIN 50-70 S757Eu. USING A42 UNITS 7 BEDROOM PEOU/RE=4155 SF._>BJ MODULES UNITS
_ "t
4. T REMOLDS ENG/NEER/NG SHALL NOT BE HELD RESPOVSBLE FUR ERRORS AND/OR OM/SS/ORS/N ! - G3Ff�- \ `\ DATE:3/6/23
INFORMATION PIRONDED BY OUTSIDE PARTIES USE J-ROWS=>6J/J•4jUNIT=B!'+15AND AT EAO=Br LONG L .- _
BED WDIH=1155 SF/65'=136"_>/4'DICE ' - =l. \
5. THE SEPTIC SYSTEM IS BASED ON OTK7AL PERCYXATIO4 TEST AND DEEP HOLE OBSERVA ROW/NFLRMATIOV / ♦ / _ -„�` \ • SCALE: 1•=20
FRONDED BY THE OWNERS USE LEApAWG BED MAT IS I4TY X 652 l / - ,.' +.i-'' - -
\ \ SHEET NO.
DESIGN EFFECTIVE LEAOWG AREA=14'X 85'=1,190 SF. / I • � ^ - '\:-
T Reynolds Engineering
Civil Engineers
STAPLENUAC BLANKET IN ACCORDANCE PRELIMINARY NOT FOR Planning,❑eekv.and Pe^P'P'PR tie^'°°"
IN7HN MANUFAC7LAPERS SPEL]H7CA110N5 ph 413 387-8078 fax:413 727-3477
EROSION CLW7ROY FABRIC EQUAL 7O SILT FENCE cmaLterryGirty.wldeengineering.com
.oeynoldxngineering.com
4 NOR S150 A SPECIAN GREEN SC750 OR F'� CONSTRUCTION � d Terrace
OR 0 TI SPIEGDIR ON PLAN SHEETSFlorence,MA OR O7NERNISE DIRECTED BY ETKINLDP/
062
LANDSCAPE ARCH/TECT - -
EX57MlG GRADEPROPOSED GRADE
MOW
ANCHOR BLANKET IN A TRENCH A
ALONG THE TOP OP SLOPE f
BACKFILL A COMPACT 2( ) 2-O'
COMPLETELY BURY
- FILTER FABRIC/N
TRENCH
-SLOPE AS INDICATED
PREPARE SCOPE BEFORE staioN ON PLAN
MA 4'LLOAM BORROW& 4 SEDIMENT BARRIER-SILT FENCE 1 1/2'TYPE- ASPHALT CONCRETE TOP COURSE
HYDROSEED 2 1/?'TYPE-1 ASPHALT CONCRETE BINDER COURSE ._
NO SCALE
3 SLOPE PROTECTION MATERIAL INSTALLATION =::::..:.::::..::...!c......:.ir.i...e•.�......:..
_ NO SCALE 12'DIA FILTER SOCK BY FIE TREXX.(OR EX/AL) • r•.:.....z.... {r..�. .i:.�w •
INSTALL PER MANUFACTURERS SPEOF7CA TIONS \\'\V\'\\ "\PIPS\\\\"\�"J R� \\\\ \\
WORK AREA FABRIC MESH TUBE \����\\��O��O��O��O��O��O��O��O��\\��\\-p� '\-STAANDADARD DUTY\'AREA, Tz'GRAVEL 845E (t 0 0 'O
WOOD-CHIP& COURSE MA COT M1.03.1(COMPACTED TO -4—I O f 0
Sbatp-FCOMPOST MIX 95X STANDARD PROCTOR) V .•O 1-1
TS
T ^ PROTECTED AREA Q CA
FENFENCEFILTER FABRIC " EMS'AAC OgAq-r-_ O
STAKED HAY IN SWALES OR AREAS OF
• BALES CYWCONTRATED RUNOFF ADD SORM MAY BE STACKED TO _ 5 PARKING BITUMINOUS PAVEMENT DETAIL a) .--,
r_ CtIVPOST/74000-CHIP MIX FORM SEDIMENT BASINS OF Q 4.A r-I
�5_\` (!(A PROPOSED GRADE PSIOoE CLELW DAMS _ NO SCALE ••••l 4••I ~
GRADEEXISTING �`I`I\I M.,nnow. SIDE �") y ^ O
Isfpr
` ' `* % I``�' '\'X TYPICAL FILTER SOCK INSTAL/A nON O
2•-S r•� (((���
f7L TER COVP[EY
ABRI IN TRENCH r .4
6 SEDIMENT BARRIER ALTERNATIVE a) r-1 t
R. MzsEcnav - NO SCALE (LtXNTRACTO46 OPn 0 cw) (, R. co)
EROSION CONTROL,DOUBLE BARRIER
_ NO SCALE (FOR INSTALLATION NOTES.SEE SHEET C-1)
DRAINAGE SWAGE'AS REOWRED
0.5'HIGH RIP RAP CHECK DAMS TO
F BE INSTALLED AT 100'INTERVALS
I SEE PLAN FOR LOCA770N
10' WIDE]RAVELED WAY
WITH 2'GRAVEL SHOULDER EACH SIDE
SLOPED AWAY 0 3X
2 SLOPE=10K 7YP 2 1
2'
I': 1---
2.1 MA --...-..'''''',..2 1 MAX
1--- i EX/S11NG 6'LOW& 1 >
1 PAVEMENTSEED 11PACAL L COMPACTED \_SWALE SIDE SLOPE
SUBGRAOE 3"LEVELING GRAVEL OVER
EXISTING STONE DRIVE J1 7YPICAI,21 MAX
B GRADE TO PREVENT RUNOFF _12'COMPACTED 1'TYPE 1 ASPHALT CONCRETE TOP COURSE OVER
PALE FROM LEAVING SITEGRAVEL, 4'LIFTS MHO SPEC. 2'HYPE l ASPHALT CONCRETE BINDER COURSE
w1.030 TYPE B/N ALL NEWLY
EXISTING GROUND GRADED AREAS.
Fitimi02°.
DRIVEWAY I CROSS—SECTION
EX/SnNG N.T.S
PAVEMENT
NON-WOVEN0 GEOTEXTTLE ORQUAL) FABRIC _.__ PREPARED(NAARebecca Allen
TOPPED W//H STONE
NOTES Roland Ouellette
SEEPLAN NEW
120 Prospect Street
1.' STONE SIZE-USE 2-4'MP RAP, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. Acton MA 01720
1. LENGTH-AS REQUIRED.
.1 THICKNESS-NOT LESS THAN B"
REVISIONS: DATE:
4. WIDTH-NO LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS
5. PUCE CEOIEX/IE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE _
6. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A COND/770N*NCH WILL PREVENT TRACKING
OP FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLLANOUT OF ANY MEASURES USED TO 777AP SEDIMENT ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNAUTHORIZED ALTERATION OP
PUBLIC RIGHT-OF-WAY MUST 8E REMOVED IMMEDIATELY. THIS DOCUMENT IS A VIOLATION OF
MASSACHUSETTS STATE LAW
7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT NO:21-1102
3 STABILIZED CONSTRUCTION ENTRANCE DETAIL D T lan.drrg
DAATE:TE/3/:Eng 6/23
NO SCALE
SCALP: NTS
SHEET NO.
7 8
OP
T Reynolds Engineering
Civil Engineen
Manna,Dni0n,and Po-mining timieie
HOPE FLARED END SECTION ph:413 387-8078 fax:413 727-3477
email:
�;�
2 mailenyreynoldaengineering.com
�4_ 7 (D/2)♦2' (0/2)42' www.treynoldsengineering.com
•
152 Maplewood Terrace
_x NON-MOLEN 17onmce,MA 01062
GLOIEXTHE
FABRIC
12-COMPACTED •
�D►CTIVA:�_\_i CAA LEL BASE
�
/ 18"RAP RAP STOVE 50 LBS MIN
SLOPED 125 LBS MAX. WIG4T AS PER
MASS D.P.W.SPECS M 202.3
5, FN'WT SECON
ANNITUAI
PRELIMINARY, NOT FOR PlAtUffir
Sten'1. IMAX. .. -
CONSTRUCTION a- ,-HOPE FLARED END SECTION
�'V - 18"RIP RAP STOVE
50 LB MIN/125 LB MAX
STONE HEIGHT
Sy O
COMPACTED CRAWL Ex1E/OS- ---. 4-•4 N Ix O
UNDER END SECTION
NON-W7l£N GEO7EX7715 FABRIC I NOTES ' 1 ' 0 0
(TYPAR 130 OR EOUAL) 1.FLARED END SECTION PIPE.RANT SHALL BE 1--1
WJF SFC7KY1 SIMILAR TO THE MAIN RUN Cr P/PE JOINTS F+r I24 �'•�
6 STANDARD RIP RAP APRON 0 y .~•
NO SCALE
(1)PVC RISER W/Fl
GRATED INLET C..) r'a3 PI
W.
TT/M 5925 0
'+
I. WHERE ULTIMATE DISCHARGE FROM THE RAIN GARDEN AREA IS BY ieb.� mill��j PLWO/NG O - CNI 0
IN/IL IRA DON INTO DIE SUBSOIL, THE PRESERVATION OF INFILTRATION (// w►
FUNCTION OF UNDERLYING SO'LS REOU/RES CAREFUL CONS/DERA DOV l r :. i,r.1, ¢ Z
DURING CONSTRUCTION TO PREVENT DEGRADATION OF INFILTRATION #• 2'O"FILTER MEDIA EXTENDING U
FUNCTION ::'S y'S'-`.. 70 TOW OF SLOPE N/THNN
•DO NOT DISCHARGE SEDIMENT-LAOW WATERS FROM CONSTRUCTION '.> BASIN SEE NOTES FOR SOIL
' PARAAEIFRS
ACDNTAR(NAREA• WATER ARCM EXCAVA DONS)TO FULLY EXCAVATED r }A SY,', 515'R/P RAP SPLASH
RAIN GARDEN AREA DURING ANY STAGE OF COVSRUCTTON.RAIN GARDEN I PAD 12"MIN. 1N/pCNE55
AREA MAY BE USED FOP TEMPORARY SEIN IENTATTOV BY EXCATNG DIE I S i �• --r 2-3"PEA STOVE CHOKER 70 LB STOVE M/N. SHALE
BASIN ONLY ENOUGH 70 MAINTAIN A Al/N/MUM 1-FOOT SEPARA DON TO • COURSE(/B OR/89)
FINAL EXCAVATED GRADE. ;
6"LAYER 3/4'-I 1/2"
•DO NOT TRAFFIC EXPOSED SOIL SURFACE W7F/CDNSIRUCDOV - B"GRAVEL WASHED STONE CAP ON
EQUIPMENT.IF FEASIBLE,PERFORM EXCAVATIONS WTH EQUIPMENT POSITIONED OUTSIDE THE LN7/IS OF DIE INFO IRA IIOV COMPONENTS OF /6 G1U7LET 17.SLOPE: �� vp�!��AIC Ji`i/` UYER TOP Cr(EWE UP
THE SYSTEM. lL — — -4.*Ze //*,01:,
�11.W/
2 ALL DRAINAGE AREAS TO A RAIN GARDEN FACILITY ARE 70 BE STABILIZED - FILTER FABRIC
PR/OR TO WSTALLA MN OF AMENDED SOILS NULON OR PLANTINGS a • 0 •
UNDE77ORA/N AROUND EX/STING GROUND LY?AA
I AMENDED SOIL MILL ONLY BE PERMITTED WDH A VALID SOIL ANALYSIS 6"DIAMETER PERFORATED CRAWL BED UNDERDRA/N •
UNDISTURBED •
REPORT UNDERDRA/N PIPE-PVC (/57 WASHED GRAIEL BED SURFACE •••' !� a a •
(PER AASPHTO 1.1252)OR STOWED. CRAWL (00770M AND •�:-
4. INSTALL MIRE SCREENING AROUND ALL OUTLET OPENINGS TO PREVENT HOPE MIDI SMOOTH INNER SHALL EXTEND SIDES(TYN)
LOSS OF MULCH. WALL SEF PLAN FOR MEDIA AA FILTER 4-0" I',
ACTUAL LAYOUT. MEDIA
DIA
5. NRAP PERFORATED UNDEROPAIN Will FILTER FABRIC PROP TO BACKF SECTION A-A 7LLWG SOD(REQUIRED FOR
6. UNDERDRAAV PIPE SHOULD HAW3/8'PERFORA DONS SPACED AT 6" 40} FIRST PLANTING YEAR)
110FEES M CENTHOLES FEW ROW. MAX SPAC/ W NG Or UNDEROPA PIPE/5 �o�, Q LEVEL SPREADER SEC77ON
7 PLANT MATERIAL SHALL BE TOLERANT OF INUNDA77OV AND DROUGHT N.T.S
CONDITIONS NATIVE PLANT MATERIALS ARE RECOMMENDED. BOTTOM/Or SPREADER
CHANNEL OX GRADIENT
8./7L IER MEDIA SHALL BE AS FOLLOWS.
THE SOIL MIX FOR RAIN GARDEN AREAS SHOULD BE A MIXTURE Or SAND •••• ••••••••• • •• . .•• •. .'•• STORE BLEEDER PER 1 I
COMPOST AND SOD. • • • • • • • STD.MASS HIGHWAY
-40 3 SAND, , ::. ' • FILL ICATDOVS 1'WOE 5:r5'RP-RAP
-20-30X TOPSOIL,AND • 'n4. )F $I ,* * • FULL DEPTH OF BERM SPLASH PAD
-30-40X COMPOST. • •vim •
ME SOIL MIX MUST BE UNIFORM,FREL O`STOVES STUMPS,ROOTS OR `M' a`yi'00 • *- • •
SIMILAR O9 CIS LARGER THAN 2 INCHES CLAY CONTENT SHOULD NOT * '.* ��� r�� • TOP OF SPREADER BERM 4 PREPARED FOR
EXCEED 5l • �• 1'
Rebecca Allen
SOIL PH SHOULD GENERALLY BE BEIMEEN 55-6.5•ARANBE THAT/S • i l��11 #ii��~ O P.2 • 4' . Roland Ouellette
CPTMAL FOR MICROBIAL ACTWTY AND AOSCRPDON OF NURTA.ON, +� 4 -
PHOSPHORUS AND OTHER POLLUTANTS '.'. ^ •,i!1I111
• • o ` I '�I--111. 1 Acto
n MA01720 Street
t
USE SOILS SNTHAL
1.5X TO 3T ORGANIC CONTENT AND MAXIMUM 500-PPM A 'w,� '
SOLUBLE SAL 7S ' • • • •' oit..ill • • • 114 • • • " �, REVISIONS: DATE:
THE SAND COMPONENT SHOULD BE GRAtWTLY SAND THAT MEETS AVM O 1
422 SEW SIZE'ERCc/IT R.I LS/NC: • • I
PERCENT BY ME/G7JT PASSING /-
611 Q LEVEL SPREADER PLAN
-I//NO STANDARD S IFIE AIOYCATED �' N.T S
T-ICH 100
NCH PLAN
-
40 15-40
UNAUTHORIZED ALTERATION O
200 0-3 THIS B LEVEL SPREADER DETAIL IS DOCUMENT IS A VIOLATION OP
THE OM L COMPONENT SHALL BE A SANDY LOAM,LOAMY SAND OR LOAM 7 RAIN GARDEN"I"DETAIL _ NO SCALE
MASSACHUSETTS STATE LA
_ PROTECT NO:21-1102
THE COMPOST COMPONENT MUST BE PROCESSED FROM YARD WASTE IN - NO SCALE
DRAWING:Eng Plan.dwg
ACCORDANCENTH MASSOEP GUIDELINES(SEE
HTTP.-//WWWAIASSGOV/DEP/RECYLYE/REDUCE/LEAFOF/ODOC). THE DATE:3/6/23
COMPOST SHALL NOT CONTAIN Li,OSO/OS
SCALE: NTS
SHEET NO.
8 8
OF