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BP-64261ISTING GROUND p 3" PVC SEWER FORCEMAIN I9+00 9+50 10+00 16.4 CULVERT CROSSING STA 9+32 HORIZONTAL SCALE: 1 "=4Q' VERTICAL SCALE: 1 "=4' ��AL,, •—' /Zil� CONCRETE HEADWALL J a� STEEL 5 " ADS PIP ao 1E POST INV.=19.25 JL / o Q •FM ' ; ,,� Li 0 22.1 — — - STEEL z ST PLAN VIEW INV.=19.56 HEADWALL 3 TO 5 x CONCRETE EA c� STAR OF T H E SEA DRIVE SCALE: 1 "=40' I INU 1 LJ: 1. THE LIMIT OF WETLAND SHOWN ON THIS PLAN IS BASED ON ,GIS DATA PROVIDED BY MICHAEL O'REILLY, TOWN OF DARTMOUTH ENVIRONMENTAL AFFAIRS COORDINATOR. 2. THE DEVELOPER WILL BE RESPONSIBLE FOR FILING AN "APPLICATION ' FOR INSPECTIONAL SERVICES" WITH THE D.D.P.W.; AND PAY THE REQUIRED FEES FOR THE D.D.P.W. TO INSPECT THE CONSTRUCTION OF THE DEVELOPMENT. 3. AN AS -BUILT PLAN FOR THE STREET AND ASSOCIATED UTILITIES IS REQUIRED AT THE COMPLETION OF THE PROJECT. THIS PLAN SHALL BE SUBMITTED TO THE D.D.P.W. FOR APPROVAL 4. ALL CONSTRUCTION WORK (INCLUDING UTILITIES) SHALL CONFORM TO ALL APPLICABLE DARTMOUTH D.P.W. AND UTILITY COMPANY, STANDARDS & SPECIFICATIONS. 5. THE LOW PRESSURE SEWER MAIN SHALL BE PVC SDR-21 PIPE. THE CONNECTION INTO THE PROPOSED SEWER MANHOLE SHALL BE DIRECTED INTO THE INVERT SO AS TO FLOW SMOOTHLY THROUGH THE MANHOLE. 6. ALL WATER SERVICES THAT CROSS OVER OR UNDER THE LOW PRESSURE SEWER MUST BE SLEEVED TO AT LEAST 10 FEET AWAY FROM THE SEWER MAIN. 7. ALL SEWER SERVICES THAT CROSS OVER OR UNDER THE WATER MAIN MUST BE SLEEVED TO AT LEAST 10' FEET AWAY FROM THE WATER MAIN. 8. AN EROSION CONTROL BARRIER (SEE DETAIL ON SHEET 3) SHALL BE INSTALLED AT THE CULVERT CROSSINGS. OF AEANl Hama SEWER PLAN STAR OF THE SEA ` DRIVE DARTMOUTH, MASSACHUSETTS •0 f AD A M _�R SCALE: 1 "=40' , DATE: SEPTEMBER 61 2011 40 0 20 40 80 SCALE 1N FEET PREPARED BY Boucher & Heureux Inc. CIVIL ENGINEERS LAND SURVEYORS 648 AMERICAN LEGION HIGHWAY, SUITE ONE-- - -�� WESTPORT, MASSACHUSETTS 02790'` tel. 508 636-5905 fax. 508 636-24 COPYRIGHT© 2011 ROUCHFR Ar HFURFIIY INC. I FSEP 16 2011 'EXISTING GROUND 6" MIN. 3" PVC SEWER FORCEMAIN E (ISTING GROUND 12" MIN. 3" PVC SEWER FORCEMAIN TAMPED SOIL -I""""""' 6" WIDE X 6" DEEP ANCHOR TRENCH WITH BACKFILL TAMPED IN PLACE COVERING BOTTOM END OF ENVIROFENCE �-NATIVE SOIL-,""' CROSS SECTION EROSION AND SEDIMENTATION CONTROLS SHALL CONSIST OF A CHECK DAM OF STAKED HAYBALES, BACKED WITH SILTATION CONTROL FENCING, THE SILTATION CONTROL FENCING SHALL BE SET SIX INCHES INTO THE GROUND AND HAYBALES THEN STAKED IN FRONT OF THE SILTATION CONTROL BARRIER. EROSION CONTROL BARRIER NET TO SCALE — AL AL . PLAN VIEW �. STAR OF THE SEA DRIVE ' SCALE: 1 "=40' NOTES: THE SEWER SERVICE BOXES SHALL MEET D.'D.P.W. 1. PRESSURE RATING: 150 psi STANDARDS WITH "SEWER CAST ON THE COVERS. 2. ALL MATERIALS TO BE STREET HOUSE APPROVED BY THE R.O. W. LOT D.D.P.W. INSPECTOR 3.' USE ASSEMBLY MAMUFACTURED BY ENVIRONMENT ONE CORPORATION OR APPROVED COMPARABLE o SUBSTITUTE 4. SEWER SERVICES THAT CROSS OVER OR UNDER THE WATER MAIN MUST ? COMPRESSION ADAPTER FITTING BE SLEEVED TO AT LEAST 10 FEET AWAY FROM THE WATER MAIN. COMPRESSION ADAPTER FITTING 1-1/2" SDR-21 PVC COMPRESSION ADAPTER FITTING, MAST'L: P-PP 1-1/4" PVC SCHEDULE 40 VALVE CURB STOP WITH FEMALE PIPE PRESSURE PIPE THREADS AND RATCHETING VALVE HANDLE PVC ADAPTER/COUPLING 1 FOOT LENGTH 1-112" SDR-21 PVC REDUCING FITTING AND CHECK VALVE SEWER SERVICE DETAIL NOT TO SCALE Of TIA cux � SEWER PLANCIVIL Mb. 33M STAR OF THE SEA DRIVE SEE CLEAN SEWER OUT DARTMOUTH, MASSACHUSE17S BOX W/COVECURB BOX R 2 BRASS PLUG PREPARED FOR PVC SDR-21 FORCEMAIN �D 2" BRASS PIPE VALVE BOX SHUT-OFF RO NALD & D IAN E XAVI E (THREADED ENDS) (COMPRESSION TYPE) F 5 BEND (BRASS/THREADED) CONCRETE THRUST 1 BLOCKS (TYP.) 2" PVC UNION PVC SDR-21 (THREADED/GLUED) FORCE t�A,1N REDUCER BUSHING 2" BRASS BALL VALVE CURB STOP, SELF DRAINING WHEN CLOSED SECTION A -A SECTION B-B ON-LINE FLUSHING STATION NOT TO SCALE SEWER CLEAN OUT BOX W/COVER BITUMINOUS ASPHALIT PAVEMENT 2" BRASS PIPE (THREADED ENDS) CURB BOX 45' BEND (BRASS/THREADED) ,;, CURB SHUT-OFF (COMPRESSION TYPE) CONCRETE THRUST BLOCKS (TYP.) 2 PVC SDR-21 FORIZIE MAIN 2" PVC UNION (THREADED/GLUED) FORCEMAIN END LINE CLEAN -OUT NOT TO SCALE — „ . 0s I .. `7.�LC E s, .. rFS; In IA Y _ .a <3CiV tY� 3—rig-+i' Y'T<.� J�`d t ERR' �n 2.1 Owner Record: C),012 Contact Address Phone Number Name (print) 2.2 A .'thorized Agent: Name (,pri t} Contact Address Phone Number Gr'Ti,CS� 3v^til�CTiif;SER41iG...3..;4�. .. ;' „' y�y 3.1 Licensed Construction Supervisor/Specialty License : _ Z License Number: CS;, G Company ft ame/Contractor Name: M i_ L Address: t^ rl,•, W �'� �f r T . j 4 Expiration Date: Signature: Telephone: 32 Registered Home Improvement Contractor: Not Applicable ❑ /Yes ❑ No Are you a Home Improvement Contractor subject to (780 CMRA 10.R6)? Are you claming exemption from the requirements? ❑ Yes ❑ No If Yes, Go to Section 3.3 �tJc`P e�17 PS• Registration Number (if none, state "none"): Company Nam ontractor Name: 0}�7 Z �' Address: cZe cTPPI' h �7 Signature: Telephone: j— L — TQ Expiration Date: 1 3.3 For Residential` model Wor ' ly PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home improvement Contractors Registration, One Ashburton Place - Room1301, Boston, MA 02108, 617-727-8598 lam a Homeowner performing all the work myself. Owners Name (print):' Signature: By signing the above, the homeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 5108,3.5 Licensing of Construction supervisors: Exceptforthose structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individue shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building by the BBRS entitled Rules and Regulations for Licensing Constructioi or structures, unless he or she is licensed in accordance with the rules and regulations promulgated Supervisors, Exce7ption: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowne engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor For th..epurposes of this section only, a "Homeowner" is defined as follows:' Person(s) who owns a parcel of land on which he/she resides or intends to reside, on whic there is or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more tha one horne in a two-year period shall not be considered a Homeowner ' If youl are applying under this section sign below: Signature: , Your signature carries certain responsibilities, including but not necessarily limited to, general liability Page 2 rays �t i ES I DUE NOR, ❑ Approval in Part (Per 780 CMR.5111.13) Uri Lj TMOUTH BUILDING DEPARTMENT �I $EP — P z 400 Slocum Road, P.O. Box 79399 5 `{ Dartmouth, MA 02747 1 Phone: 508-910-1820 Fax: 508-910-1838 www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE R DEMOLISH A ONE OR TWO FAMILY L-mELLING SECrd6N FOF1C1AL USc f 1 Property Address: /"� V r 1.2 Assessors Map & Lot Numbe . � I � Lot Area sf. � Frontage p I b C ( ) �— 9 1� Ma Lot O Required Provided Front Yard :571 1.3 Historical District ❑ Yes No Side Yard 411 ear Yard Year Built !, Z3C2(x�-- ❑ Altering more than 25% per sidfe of building I 1.4 Water Supply (MGL c40 s54):1 1.5 Sewage Disposal, System: Has application been submitted to theatHistoric Commission? Municipal ❑ Private Well ❑ Municipal IVOn Site Disposal System ❑ Yes ❑ No D@tF_.- ONSTRUCTION PLANS ITE PLAN ENERGY REPORT age 1 Lt 'I