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Home My WebLink About83-1748I A m " I I � Iff"PLICAN"" ,�,w-.�s.�.�eauuw,a.,R.-+�c-. n+Xaa!r+�'+.�.aMTMwm,m.=...aarwu+rs.-ran,-.rn....va•,w.,vv...:qw.+rvuwpw.�.�wNwrv�=�u.:.uc+:,3.�be,�,�..�3-.w.us#wzm�s aliLw*�ba+�+l9taNa�mwlWtw�+:wF,�i �zrrymttu�kwYe�. NSTAR ELECTRIC & GAS One NSTAR Way Westwood, Massachusetts 02090 Plymouth, .Massachusetts 02360 In Association with: Lightship Engineering, LLC 39 Industrial Park Road, Unit C Plymouth, MA 02360 Ila LOCUS Map Scale: I" .1000' SHE" NYU"*E 1 Cover Sheet 2 Notes and Legend 3 Topographic Plan 4 Grading, Layout and Materials Plan 5 Site Details MAR 16 2006 RECEIVED NSTAR Project No.: P05073 BTI Job No.: 1928.00 Plan No.: 1928P002A-001 Sheet 1 of 5 GENERAL NOTES THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. THE CONTRACTOR SHALL ALSO PAY ALL FEES AND POSTALL BONDS ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS, UMIT OF WORK SHALL BE EROSION CONTROL BARRIERS, UMIT OF GRADING AND SITE PROPERTY UNES AND/OR AS INDICATED ON DRAWINGS. PORTIONS OF THE ROADWAY, SIDEWALK AND ROADSIDE AREA DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THEIR CONDITIONS PRIOR TO DISTURBANCE. CONTRACTOR TO VERIFY UTIUTY STUB LOCATIONS AND ELEVATIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY ALTERATION TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON RECORD DOCUMENTS. ANY AREA OUTSIDE THE UMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO OWNER. EXISTING TREES AND SHRUBS OUTSIDE THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON PRIOR APPROVAL OF THE OWNER. EROSION CONTROL AND SEDIMENTATION NOTES AN EROSION CONTROL BARRIER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED DEVELOPMENT AS INDICATED" IN THE PLAN PRIOR TO THE COMMENCEMENT' OF DEMOUTION OR CONSTRUCTION OPERATIONS.. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES DURING ENTIRE CONSTRUCTION PERIOD. ANY SEDIMENT TRACKED ONTO PUBUC RIGHT—OF—WAYS SHALL BE SWEPT AT THE END OF EACH - WORKING DAY. ALL STOCKPILE AREAS SHALL BE LOCATED WITHIN UMIT OF WORK UNE AND STABILIZED TO PREVENT EROSION, ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE LEGALLY DISPOSED OF OFF—SITE. PROVIDE CRIBBING AS NECESSARY TO PROTECT EXISTING UTILITY LINES DURING CONSTRUCTION. SITE ELEMENTS TO REMAIN MUST BE PROTECTED FOR DURATION OF PROJECT, ALL TOPSOIL ENCOUNTERED WITHIN WORK AREA SHALL BE STRIPPED TO ITS FULL DEPTH AND STOCKPILED FOR REUSE. EXCESS TOPSOIL SHALL BE DISPOSED OF ON—SITE AS DIRECTED BY OWNER. TOPSOIL PILES SHALL REMAIN SEGREGATED FROM EXCAVATED SUBSURFACE SOIL MATERIALS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS CONDITIONS WARRANT OR AS DIRECTED BY THE OWNER OR OWNER'S' REPRESENTATIVE. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC ROADS. TEMPORARY DIVERSION DITCHES, PERMANENT DITCHES, CHANNELS, EMBANKMENTS AND ANY DENUDED SURFACE WHICH WILL BE EXPOSED FOR A PERIOD OF ONE MONTH OR MORE SHALL BE CONSIDERED CRITICAL VEGETA11ON AREAS. THESE AREAS SHALL. BE MULCHED WITH STRAW. MULCH SHALL BE SPREAD UNIFORMLY IN A CONTINUOUS BLANKET OF SUFFICIENT THICKNESS TO COMPLETELY HIDE THE SOIL FROM VIEW. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A DAILY BASIS DURING CONSTRUCTION TO INSURE THAT CHANNELS, DITCHES AND PIPES ARE CLEAR OF DEBRIS AND THAT THE EROSION CONTROL BARRIERS ARE INTACT. CONTRACTOR SHALL PROVIDE DUST CONTROL FOR CONSTRUCTION OPERATIONS AS APPROVED BY OWNER. DUST SHALL BE CONTROLLED BY SPRINKUNG OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. HAY13ALE CHECK DAMS SHALL BE PROVIDED AROUND ALL EXISTING DRAIN INLETS PRIOR TO CONSTRUCTION ACTIVITIES AND AROUND ALL PROPOSED DRAIN INLETS PRIOR TO PERMANENT PAVEMENT TO CONTROL SILTATION. EXTREME CARE SHALL BE EXERCISED SO AS TO PREVENT ANY UNSUITABLE MATERIAL FROM ENTERING THE WETLANDS. ADDITIONAL HAYBALES SHALL BE LOCATED AS CONDITIONS WARRANT OR AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. CLEAN AND MAINTAIN EROSION CONTROL BARRIER AS REQUIRED DURING CONSTRUCTION OPERATIONS TO ENSURE ITS CONTINUED FUNCTIONALITY. EXISTING x,Hr<1 !"?nAN i.PIRP ¢ U1 GIH" P a P NN PROPOSED GRADING DRAINAGE AND UTILITY NOTES UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBUC AGENCIES, ARE APPROXIMATE AND ASSUMED. BEFORE COMMENCING SITE WORK IN ANY AREA, CONTACT 'DIG SAFE" AT 1-888-344-7233 TO ACCURATELY LOCATE UNDERGROUND UTIUTIES. ANY DAMAGE TO EXISTING UTILITIES OR STRUCTURES SHALL BE THE CONTRACTOR'S RESPONSIBIUTY. NO EXCAVATION SHALL BE DONE UNTIL UTILITY COMPANIES ARE PROPERLY NOTIFIED IN ADVANCE. ALL SITE WORK SHALL MEET OR EXCEED THE SITE WORK SPECIFICATIONS AS NOTED WITHIN THE PLANSET AS WERE PREPARED FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFUCT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY'CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. AT ALL LOCATIONS WHERE EXISTING CURBING OR PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. BLEND NEW PAVEMENT, CURBS AND EARTHWORK SMOOTHLY INTO EXISTING BY MATCHING LINES, GRADES AND JOINTS. PITCH EVENLY BETWEEN SPOT GRADES. GRADE ALL AREAS TO DRAIN. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. THE "CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTIUTY COMPANIES, AS REQUIRED. WHERE AN EXISTING UTIUTY IS FOUND TO CONFUCT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE OWNER AND ENGINEER FOR RESOLUTION. AN EROSION CONTROL BARRIER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED DEVELOPMENT AS SHOWN ON THE PLAN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OPERATIONS, CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER AND UTIUTY FACIUTIES FROM EXCESSIVE VEHICULAR LOADS DURING 'CONSTRUCTION. ANY DAMAGE TO THESE FACIUTIES RESULTING FROM CONSTRUCTION LOADS WILL BE RESTORED TO ORIGINAL CONDITION. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL BARRIERS AFTER REVEGETATION OF DISTURBED AREAS AND AFTER APPROVAL OF THE CONSERVA11ON COMMISSION AND WETLAND SPECIALIST. WETLANDS ARE TO REMAIN UNDISTURBED. NO ENCROACHMENT PERMITTED. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTIUTY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTIUTY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. STOCKPILED TOPSOIL SHALL BE PLACED NEATLY IN AN AREA INDICATED BY THE OWNER. THE CONTRACTOR SHALL SCHEDULE HIS WORK TO ALLOW THE FINISHED SUBGRADE ELEVATIONS TO DRAIN PROPERLY WITHOUT PUDDLING. SPECIFICALLY, ALLOW WATER TO ESCAPE WHERE PROPOSED CURB MAY RETAIN RUNOFF PRIOR TO APPLICATION OF THE FINISH SUBGRADE AND/OR SURFACE PAVING. PROVIDE TEMPORARY POSITIVE DRAINAGE AS REQUIRED. LAYOUT AND MATERIALS NOTES CONTRACTOR SHALL REPORT SIGNIFICANT CONFLICTS TO THE OWNER AND THE ENGINEER FOR RESOLUTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE AFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE MADE IF NECESSARY. IS MORE STRINGENT). PROTECT EXISTING PROPERTY MONUMENTS AND ABUTTING PROPERTIES DURING CONSTRUCTION ACTIVITIES. SEWER LINE/MANHOLE DRAIN LINE/MANHOLE CATCH BASIN ELECTRIC LINE/MANHOLE ELECTRIC TRANSFORMER OVERHEAD WIRE LIGHT POLE/ RISER POLE UTILITY POLE GUY WIRE SIGN POST BOLLARD POST HAND HOLE LEGEND AND ABBREVIATIONS EXISTING 7-77-77-771 _J_' eavw --i1 Aeevw � PROPOSED ECB�� 124 130 --� -130 x125.4 x130.50 PLANTING AND LIGHTING NOTES ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDEUNES-ESTA13USHED`BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBUSHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,' INC. ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL SHALL BE MADE WITH MATERIAL EQUIVALENT TO THE DESIRED MATERIAL IN OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE. PROPOSED SUBSTITUTIONS WILL ONLY BE CONSIDERED IF SUBMITTED WITH ENUMERATED' REASONS WHY SUBSTITUTIONS ARE PROPOSED. ALL PLANTING BEDS TO BE FILLED WITH SOIL AND CROWNED ABOVE ADJACENT LAWN OR IMPROVED AREAS. ALL PLANTING BEDS TO BE MULCHED WITH AGED PINE BARK MULCH TO A DEPTH OF THREE (3) INCHES. CAUTION SHALL BE USED NOT TO EXTEND MULCH LAYER ABOVE SOIL LEVEL AT TRUNKS/STEMS OF INSTALLED PLANT MATERIAL VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THE OWNER OR HIS REPRESENTATIVE. NO PLANT SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. PLANT MATERIALS SHALL BEAR SAME RELATIONSHIP TO GRADE AS THEY BORE TO GRADE IN THE NURSERY. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. LOAM AND SEED ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED. REGRADE STOCKPILE AREA AFTER REMOVAL OF SURPLUS MATERIALS (SEE SITE WORK SPECIFICATIONS). LOAM AND SEED THE DISTURBED AREA. TOPSOIL STRIPPED FROM THE SITE AND PROPERLY STOCKPILED PRIOR TO APPUCATION`MAY, UPON APPROVAL OF THE ENGINEER, BE USED FOR PREPARATION OF LAWNS AND PLANTING BEDS. IT MOULD BE FREE OF LARGE (ONE (1) INCH OR GREATER) COBBLES, ROOTS, OLD SOD, TRASH, WOOD OR OTHER CONTAMINANTS AND BE OF A FRIABLE CONSISTENCY AND SUITABLE FOR PLANT GROWTH. THE LANDSCAPE CONTRACTOR SHALL FURNISH TOPSOIL TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL AND PRODUCTIVE TOPSOIL OF GOOD CLAY -LOAM TYPE. IT SHALL BE FREE OF WEED SEEDS. TOPSOIL SHALL BE WITHOUT ADMIXTURE OF SUBSOIL AND SHALL BE REASONABLY FREE OF STONES, LUMPS, ROOTS, SUCKS AND OTHER FOREIGN MATTER. TOPSOIL SHALL NOT BE WORKED OR APPLIED IN A MUDDY OR WET CONDITION. TOPSOIL SHALL BE SPREAD TO A MINIMUM DEPTH OF SIX (6) INCHES AFTER SETTING ON ALL STRIPPED PLANTED AREAS INCLUDING SLOPE STABIUZATION, LAWN AREAS AND PLANTING BEDS AFTER FILLS ARE PROPERLY SETTLED AND SUBGRADE HAS BEEN APPROVED BY THE OWNER. THE SETTLED TOPSOIL SHALL BE UP TO THE FINISHED GRADE AS CALLED FOR ON THE DRAWINGS. SCARIFY SUBGRADE TO A DEPTH OF TWO (2) INCHES BEFORE PLACING TOPSOIL REMOVE ALL ROCKS AND DEBRIS FROM SOIL SURFACE AND GRADE TO AN EVEN SURFACE. SPREAD 10-10-10 FERTILIZER AT A RATE OF TWENTY-TWO (22) POUNDS PER ONE THOUSAND (1,000) SQUARE FEET AND INCORPORATE INTO THE SOIL UNIFORMLY. APPLY DOLOMITIC UME AT THE RATE OF ONE HUNDRED (100) POUNDS PER ONE THOUSAND (1,000) SQUARE FEET THE AREAS BEING PREPARED FOR PLANTING. PLANTING SEED SHALL BE SOWN IN SEASONAL CONDITIONS AS APPROPRIATE FOR GOOD SEED SURVIVAL, OR AT SUCH TIMES AS APPROVED BY THE OWNER. PROVIDE SUFFICIENT HOSE AND SPRINKLER HEADS FOR ADEQUATE WATERING TO MAINTAIN A MOIST 'SEED BED AT ALL TIMES. PLANTING SEED SHALL BE SOWN EVENLY WITH MECHANICAL SPREADER OR BY HAND AT THE RATE OF SIX (6) POUNDS PER ONE THOUSAND (1,000) SQUARE FEET. ALL SEEDING SHALL BE DONE ON DAYS WHEN THE WIND DOES NOT EXCEED A VELOCITY OF FIVE (5) MILES PER HOUR AND THE SEED SHALL BE DRY. AFTER SEEDING, THE SURFACE OF THE SOIL SHALL BE EVENLY RAKED WITH A FINE-TOOTHED RAKE AND THEN ROLLED WITH A HAND ROLLER WEIGHING NOT LESS THAN ONE HUNDRED (100) POUNDS PER FOOT OF WIDTH. STRAW MULCH SHALL BE SPREAD UNIFORMLY OVER ALL SEEDED AREAS AT THE RATE OF TWO (2) BALES PER ONE THOUSAND (1,000) SQUARE FEET. WATER, MULCH AND SEED BED THOROUGHLY AND IMMEDIATELY AFTER COMPLETION OF MULCHING. SGL SHALL BE MOISTENED TO A DEPTH OF FOUR (4) INCHES. CONTRACTOR SHALL INSTRUCT OWNERS REPRESENTATIVE ON APPROPRIATE WATERING PROCEDURES DURING INITIAL ESTABLISHMENT. IF CERTAIN OF THE LAWN AREAS DO NOT SHOW A PROMPT 'CATCH', THESE SHALL BE RESEEDED AT THE SAME RATE AND IN THE SAME MANNER AS BEFORE IN INTERVALS OF TEN (10) DAYS, WHICH PROCESS SHALL CONTINUE UNTIL A GROWTH OF GRASS IS ESTABLISHED OVER THE ENTIRE AREA. PROTECT NEWLY TOPSOILED, GRADED AND/OR SEEDED AREAS FROM TRAFFIC AND EROSION. KEEP AREAS FREE OF TRASH AND DEBRIS RESULTING FROM LANDSCAPE CONTRACTOR OPERATIONS. PLACE WARNING SIGNS IN SEEDED AREAS AND ERECT NECESSARY BARRICADES TO PREVENT DAMAGE BY PERSONS OR MACHINES AND MAINTAIN THESE FOR AT LEAST THIRTY (30) DAYS. REPAIR AND RE-ESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO THE SPECIFIED GRADE AND TOLERANCES. THE LANDSCAPE CONTRACTOR IS TO CLEAN UP AND REMOVE ANY DEBRIS FROM THE SITE CAUSED BY THE LANDSCAPE CONTRACTOR. PLANT MATERIAL IS TO BE MAINTAINED BY THE LANDSCAPE CONTRACTOR WHILE THE PROJECT IS UNDERWAY. SPECIFIED SEED MIXES SHALL BE SPREAD IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. GUARDRAIL/GUIDERAIL SIT. CONC. BITUMINOUS CONCRETE 5 BITUMINOUS CONCRETE BERM CONC. CONCRETE 3 BUILDING FFE FINISH FLOOR ELEVATION 1 MTL METAL 0 03/15/2006 EROSION CONTROL BARRIER WWHT WASTE WATER HOLDING TANK BOUNDARY OF BORDERING DES DWN CHK'D VEGETATED WETLAND APPROXIMATE BOUNDARY OF BORDERING VEGETATED WETLAND BOUNDARY OF 100' BUFFER ZONE MINOR CONTOUR THIS DRAWING MAY CONTAIN CONFIlDeJTWL AND S'ENWIVE COMPANY INFOMAT10N. NSTAR'S POLICES FOR PROTECTION OF CONI#NiIAL AND SENSITIVE NFORMATKON APPLY. MAJOR CONTOUR SPOT ELEVATION PROPERTY LINE / ROW THIS DRAWING IS NOT INTENDED FOR CONSTRUCTION UNTIL ISSUED FOR CONSTRUCTION BY BEALS AND THOMAS, INC. TREE LINE BEALS AND THOMAS, `INC. 'SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTIUZED BY THE CONTRACTOR,' NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT' DOCUMENTS. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF BEALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS, INC. SHALL RENDER IT INVALID AND UNUSABLE. • • • , • , , • Q NSTAR 11 NSTAR ELECRIC & GAS CORPORATION ONE NSTAR WAY WESTWOOD, MA 02090 RECORD OWNER: COMMONWEALTH ELECTRIC COMPANY REGISTERED L.C. Cert. 62655 L.C. Cert. 64491 UNREGISTERED 2087/331 GEORGE GERARD FRE6LE CIVIL No. 34752 '3- %5—oRr COPYRIGHT (C) BY BEALS AND THOMAS, INC. ALL RIGHTS RESERVED PREPARED BY: BEALS AND THOMAS, INC. Civil Engineers -Landscape Architects Land Surveyors -Planners -Wetland Scientists 32 Court Street Plymouth, Massachusetts 02360 Tel.: 508-746-3288 Fax: 508-746-6407 (email) moil@btiweb.com (website) http://www.btiweb.com BTT PLAN NO. 5 SHEET 2 OF 5 4 3 2 1 0 03/15/2006 NOTICE OF INTENT ISSUE DATE DESCRIPTION DES DWN CHK'D APP'D PROJECT: INSTAR FACILITY PARKING LOT REGRADING INSTAR PW=CT No. P05073 YARMOUTH, MASSACHUSETTS SCALE: AS NOTED DATE: MARCH 15, 2006 NOTES AND LEGEND BTI JOB NO. 1928.00 BTT PLAN NO. 1928PO02A-002 SHEET 2 OF 5 LEGEND / —ssMH SEWER UNE/MANHOLE y —D o-oMH DRAIN LINE/MANHOLE 5 Oce 0 C CATCH BASIN 4 WWHT WASTE WATER HOLDING TANK 3 —E QMH ELECTRIC UNE/MANHOLE =JJSR ❑ rRAN ELECTRIC TRANSFORMER 1 0 oHw OVERHEAD WIRE p 0LP/RP LIGHT POLE/RISER POLE h� V� y�pue� UP 0 UTILITY POLE DES -0—GW GUY WIRE APP'D 0S o s SIGN P G POST B BOLLARD POST 771 BUILDING BOUNDARY OF BORDERING aavw yL.� VEGETATED WETLAND FLAGGED 12/2005 �-- — 100' BUFFER ZONE '�--. —_-- ----- 50' NO NEW STRUCTURE SETBACK "^--- 35' VEGETATIVE BUFFER -- .___-_------- MINOR CONTOUR '�-- _ _ ---- MAJOR CONTOUR x125.4 SPOT ELEVATION BIT. CONC. BITUMINOUS CONCRETE MTL METAL CONC. CONCRETE FFE FINISH FLOOR ELEVATION dw, HAND HOLE TREE LINE / I f y :80 � 1 ` 5 SCALE: 1" = 40' DATE: MARCH 15, 2006 METERS 4 FEET TOPOGRAPHIC PLAN 3 te e 2 1 °2 !. xJJs? 1 0 J? „x NOTICE OF INTENT ISSUE DATE DESCRIPTION I} y DES DWN / J 0 c [, 3a /�♦4q TpUN�Rp�BJ 1 ! r SMN-7 � R-34. It SW -2 R=33.70 c+� Civil Engineers -Landscape Architects Land Surveyors -Planners -Wetland Scientists 32 Court Street Plymouth, Massachusetts 02360 Tel.: 508-746-3288 Fax: 508-746-6407 (email) mail@btiweb.com (website) http://www.btiweb.com y :80 � 1 ` 5 SCALE: 1" = 40' DATE: MARCH 15, 2006 METERS 4 FEET TOPOGRAPHIC PLAN 3 BTI PLAN NO. 2 1928PO06A-001 °2 !. xJJs? 1 h� xJJ6 R o I f , 4 J rcy •'DRi x JJ rB 9 x 41 JJ Js � Il J / V / NOTES: 1 1j PROPERTY LINE, LIGHTING EASEMENT AND AIRPORT CLEARANCE ZONE TAKEN FROM PLAN ENTITLED "PLAN OF / LAND WILLOW STREET, YARMOUTH, MA" PREPARED BY / SURVEYING AND MAPPING CONSULTANTS, BRAINTREE, MA. DATED JULY 20, 1998. DRAWING NO. X-4406. EASEMENT AND CLEARANCE ZONE ARE APPROXIMATE ONLY. 2) UNDERGROUND UTILITIES WERE TAKEN IN PART :FROM PLAN ENTITLED "PLUMBING UTILITY PLAN" BY NEGEA SERVICE CORPORATIONOF CAMBRIDGE, MA. REVISION DATE OCTOBER / 24, 1973. DRAWING NO. X-1466. ALSO FROM PLAN ENTITLED "COM/ELECTRIC SERVICE CENTER GARAGE" BY GZA GEOENVIRONMENTAL AND ARE APPROXIMATE ONLY. BEFORE CONSTRUCTION CALL "DIG SAFE" 1-888-344-7233. 3) THE PARCEL SHOWN IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE AS SHOWN ON "FLOOD INSURANCE RATE MAP, 3 OF 7, YARMOUTH MASSACHUSETTS", BARNSTABLE COUNTY, COMMUNITY PANEL NUMBER 250015 / 0003 C, EFFECTIVE DATE JUNE 17, 1986. 4) ALL ELEVATIONS REFER TO A PLAN DATUM. PLAN ENTITLED "YARMOUTH SERVICE CENTER" BY NEGEA OF CAMBRIDGE, MA. DATED SEPTEMBER 2, 1976. DRAWING NO. X-3297. 5) 50' WIDE PROPOSED ACCESS EASEMENT TAKEN FROM PLAN ENTITLED "TOWN OF YARMOUTH -DPW PLAN AND PROFILE OF o / NSTAR DRIVEWAY" BY MSTS DATED JANUARY 13, 2004. / QQ� P / LOCATION IS APPROXIMATE ONLY. ............ Q PG BENCHMARK TABLE: G� BM -1) HIGH POINT OF STAKE AND NAIL #3.'ELEV=35.27 (PLAN DATUM) Q4�° yp 1 BM -2) HIGH POINT OF PK NAIL #2. ELEV=33.52 (PLAN DATUM) ! �S o co 1Q p cQ L-YIQio / i / a / n t_j FOUND N87'15'21"E HELD 325.47'' V , ISI I ABAO:QC PADO RANSFNMJ EE RI q@� 1,9OFO 00� Z n/AI£ � c£ / t� Qy •� / � `'320 ` �93�!BO x4.4` a•9, eP�J/p 4 ff�C`j 9 La C� 3f `\� j ?0 UH ofg90 Rom o 'MN_2� Q7RAN `fc.o�4i�nc` �"„X0 spps°,�o qPS �q y qL i% o / �ypp?69B s/�qP %7 a 33.4 36, \ 1`J5N' UP 0`— Aqp UP w/ T 0�4 5 Ri P0i /A a l / _ F/ IV PRP�G/ ORt P NE OF P1/ PPPRO/ CR MAY AN A CMVMIf JU /x=711102 tPUMIMIM, APPLY. / FOR NOTES, REFERENCES AND LEGEND SEE SHEET 2 THIS DRAWING IS NOT INTENDED FOR CONSTRUCTION UNTIL ISSUED FOR CONSTRUCTION BY BEALS AND THOMAS, INC. / BEALS AND THOMAS, INC. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. / NO PART OF THIS DOCUMENT MAY REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF BEALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS, INC. SHALL RENDER IT INVALID AND UNUSABLE. PREPARED FOR: Q STA+-�/� R NSTAR ELECRIC & GAS CORPORATION ONE NSTAR WAY WESTWOOD, MA 02090 RECORD OWNER: COMMONWEALTH ELECTRIC COMPANY REGISTERED L.C. Cert. 62655 L.C. Cert, 64491 UNREGISTERED 2087/331 ROBERT .,°. a " JORf ADI K BLit LE ". '�0rriytS ��4x COPYRIGHT (C) BY BEALS AND THOMAS, INC. ALL RIGHTS RESERVED PREPARED BY: BEALS AND THOMAS, INC. Civil Engineers -Landscape Architects Land Surveyors -Planners -Wetland Scientists 32 Court Street Plymouth, Massachusetts 02360 Tel.: 508-746-3288 Fax: 508-746-6407 (email) mail@btiweb.com (website) http://www.btiweb.com METERS 0 5 10 25 :80 0 20 40 120 FEET 5 SCALE: 1" = 40' DATE: MARCH 15, 2006 METERS 4 FEET TOPOGRAPHIC PLAN 3 BTI PLAN NO. 2 1928PO06A-001 °2 !. xJJs? 1 0 03/15/2006 NOTICE OF INTENT ISSUE DATE DESCRIPTION DES DWN ,Q o APP'D h� xJJ6 R o I f , 4 J rcy •'DRi x JJ rB 9 x 41 JJ Js � Il J / V / NOTES: 1 1j PROPERTY LINE, LIGHTING EASEMENT AND AIRPORT CLEARANCE ZONE TAKEN FROM PLAN ENTITLED "PLAN OF / LAND WILLOW STREET, YARMOUTH, MA" PREPARED BY / SURVEYING AND MAPPING CONSULTANTS, BRAINTREE, MA. DATED JULY 20, 1998. DRAWING NO. X-4406. EASEMENT AND CLEARANCE ZONE ARE APPROXIMATE ONLY. 2) UNDERGROUND UTILITIES WERE TAKEN IN PART :FROM PLAN ENTITLED "PLUMBING UTILITY PLAN" BY NEGEA SERVICE CORPORATIONOF CAMBRIDGE, MA. REVISION DATE OCTOBER / 24, 1973. DRAWING NO. X-1466. ALSO FROM PLAN ENTITLED "COM/ELECTRIC SERVICE CENTER GARAGE" BY GZA GEOENVIRONMENTAL AND ARE APPROXIMATE ONLY. BEFORE CONSTRUCTION CALL "DIG SAFE" 1-888-344-7233. 3) THE PARCEL SHOWN IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE AS SHOWN ON "FLOOD INSURANCE RATE MAP, 3 OF 7, YARMOUTH MASSACHUSETTS", BARNSTABLE COUNTY, COMMUNITY PANEL NUMBER 250015 / 0003 C, EFFECTIVE DATE JUNE 17, 1986. 4) ALL ELEVATIONS REFER TO A PLAN DATUM. PLAN ENTITLED "YARMOUTH SERVICE CENTER" BY NEGEA OF CAMBRIDGE, MA. DATED SEPTEMBER 2, 1976. DRAWING NO. X-3297. 5) 50' WIDE PROPOSED ACCESS EASEMENT TAKEN FROM PLAN ENTITLED "TOWN OF YARMOUTH -DPW PLAN AND PROFILE OF o / NSTAR DRIVEWAY" BY MSTS DATED JANUARY 13, 2004. / QQ� P / LOCATION IS APPROXIMATE ONLY. ............ Q PG BENCHMARK TABLE: G� BM -1) HIGH POINT OF STAKE AND NAIL #3.'ELEV=35.27 (PLAN DATUM) Q4�° yp 1 BM -2) HIGH POINT OF PK NAIL #2. ELEV=33.52 (PLAN DATUM) ! �S o co 1Q p cQ L-YIQio / i / a / n t_j FOUND N87'15'21"E HELD 325.47'' V , ISI I ABAO:QC PADO RANSFNMJ EE RI q@� 1,9OFO 00� Z n/AI£ � c£ / t� Qy •� / � `'320 ` �93�!BO x4.4` a•9, eP�J/p 4 ff�C`j 9 La C� 3f `\� j ?0 UH ofg90 Rom o 'MN_2� Q7RAN `fc.o�4i�nc` �"„X0 spps°,�o qPS �q y qL i% o / �ypp?69B s/�qP %7 a 33.4 36, \ 1`J5N' UP 0`— Aqp UP w/ T 0�4 5 Ri P0i /A a l / _ F/ IV PRP�G/ ORt P NE OF P1/ PPPRO/ CR MAY AN A CMVMIf JU /x=711102 tPUMIMIM, APPLY. / FOR NOTES, REFERENCES AND LEGEND SEE SHEET 2 THIS DRAWING IS NOT INTENDED FOR CONSTRUCTION UNTIL ISSUED FOR CONSTRUCTION BY BEALS AND THOMAS, INC. / BEALS AND THOMAS, INC. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. / NO PART OF THIS DOCUMENT MAY REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF BEALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS, INC. SHALL RENDER IT INVALID AND UNUSABLE. PREPARED FOR: Q STA+-�/� R NSTAR ELECRIC & GAS CORPORATION ONE NSTAR WAY WESTWOOD, MA 02090 RECORD OWNER: COMMONWEALTH ELECTRIC COMPANY REGISTERED L.C. Cert. 62655 L.C. Cert, 64491 UNREGISTERED 2087/331 ROBERT .,°. a " JORf ADI K BLit LE ". '�0rriytS ��4x COPYRIGHT (C) BY BEALS AND THOMAS, INC. ALL RIGHTS RESERVED PREPARED BY: BEALS AND THOMAS, INC. Civil Engineers -Landscape Architects Land Surveyors -Planners -Wetland Scientists 32 Court Street Plymouth, Massachusetts 02360 Tel.: 508-746-3288 Fax: 508-746-6407 (email) mail@btiweb.com (website) http://www.btiweb.com METERS 0 5 10 25 :80 0 20 40 120 FEET 5 SCALE: 1" = 40' DATE: MARCH 15, 2006 METERS 4 FEET TOPOGRAPHIC PLAN 3 BTI PLAN NO. 2 1928PO06A-001 3 1 0 03/15/2006 NOTICE OF INTENT ISSUE DATE DESCRIPTION DES DWN I CHK'D APP'D PROJECT: NSTAR FACILITY PARKING LOT REGRADING NSTAR PROJSCT No. P05078 YARMOUTH, MASSACHUSETTS SCALE: 1" = 40' DATE: MARCH 15, 2006 METERS zu 4u 0 FEET TOPOGRAPHIC PLAN BTI JOB NO. 1928.00 BTI PLAN NO. 1928PO06A-001 3 SHEET 3 OF 5 b / NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF BEALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS, INC. SHALL RENDER IT INVALID AND UNUSABLE PREPARED FOR: S NS 1r� AR I OG C CORPO1 ONE NST WESTWOOD, RECORD OWNER: COMMON' ELECT COMP RE GISTI L.C. Cert. L.C. Cert. UNREGIS' 2087/ WVTKICHT (C) BY BEALS ALL RIGHTS RE PREPARED BY: BEALS AND THC Civil Engineers -Lands( Land Surveyors -Planners - 32 Court Street Plymouth, Massachuse Tel.: 508-746-3288 Fax: 508-746-6407 (email) mail@btiweb.coi (website) http://www.1 METERS 0 5 10 n£ 0 20 40 FEET 5 4 3 2 1 0 03/15/2006 NOTICE OF INTE ISSUE DATE IDESCRIPTION PROJECT: NSTAR FA( PARKING REGRAD] YARMOUTH, MASSA SCALE: 1" = 40' DATE: GRADING, Li AND NIATERIAI BTI JOB NO. 1928.00 BTI PLAN NO. 1928PO03A-001 SHEET 4 OF 5 SILT FENCE PROJECT AREA FLOW WOOD SUPPORT POST (TYF 10' O.C. MAXIMU WOOD SUPPORT POST — SILT FENCE --\ FLOW HAY BALES, 'BUTT TOGETHER HARDWOOD STAKE (TYP) PROTECTED AREA HARDWOOD STAKE, TWO PER HAY BALE -- ENTRENCH HAY BALES 3" MINIMUM ENTRENCH SILT FENCE V V 6 MINIMUM rROSS SECTION VIEW EROSION CONTROL BARRIER NOT TO SCALE SWALE INLET 1 FOREBAY -� NOTES: 1) FINAL GRADES ARE SHOWN ON LAYOUT PLAN. 2) BASIN BOTTOM TO BE PLANTED WITH NEW ENGLAND WETMIX, WETLAND SEED MIX AVAILABLE THOUGH NEW ENGLAND WETLAND PLANTS, INC. 3) ALL BASIN SLOPES TO BE PLANTED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES SEEDMIX AVAILABLE THOUGH NEW ENGLAND WETLAND PLANTS, INC. EDGE OF PAVEMENT GRASS FILTER STRIP/ 6" LOAM AND SEED NOTES: 1) FINAL GRADES ARE SHOWN ON LAYOUT PLAN. 2) BASIN BOTTOM TO BE PLANTED WITH COMBINATION OF NEW ENGLAND WETMIX, WETLAND SEED MIX AND NEW ENGLAND EROSION CONTROL/RESTORATION MIX, BOTH AVAILABLE THOUGH NEW ENGLAND WETLAND PLANTS, INC. 3) ALL BASIN SLOPES TO BE PLANTED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES SEEDMIX AVAILABLE THOUGH NEW ENGLAND WETLAND PLANTS, INC. �,-_,j 1 (MAX.) FINAL GRADE PROPOSED SUBGRADE- 1/2" TOP COURSE !" BINDER COURSE 'ROCESSED GRAVEL BASE ;OMPACTED SUBGRADE ;SUITABLE SOIL MATERIAL) NOTE: RECLAIMED PAVEMENT FROM ON-SITE WILL BE UTILIZED AS GRAVEL BASE. THICKNESS OF BASE LAYER WILL BE DETERMINED BASED ON GEOTECHNICAL INVESTIGATIONS. BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE 1 STORMWATER BASIN SECTION NOT TO SCALE 3 Q 1 (MAX.) FINAL GRADE PROPOSED SUBGRADE OVERFLOW SPILLWAY (SEE DETAIL) PROVIDE SMOOTH TRANSITION TO EXISTING GRADE F7 PROVIDE SMOOTH TRANSITION TO EXISTING GRADE STORMWATER DEPRESSION SECTION NOT TO SCALE 6" TOPSOIL WITH SLOPE STABILIZATION TION TOP COURSE 12" 3" REVEAL CONCRETE BERM I BINDER COURSE ;� PROCESSED GRAVEL BASE COMPACTED SUBGRADE (SUITABLE SOIL MATERIAL) BITUMINOUS CONCRETE BERM NOT TO SCALE BIODEGRADABLE EROSION CONTROL BLANKET ENTRENCH 6"SWALE 5' BOTTOM WIDTH 7 r 1 MINIMUM DEPTH LOAM AND SEED PREPARED SURFACE BIODEGRADABLE FASTENER LENGTH AND PATTERN SPACING IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS GRASSED SWALE NOT TO SCALE 1 ENTRENCH 6" LOAM AND SEED � I=N PREPARED SURFACE INSTALL NETTING SIDE UP BIODEGRADABLE FASTENER LENGTH AND PATTERN SPACING IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS NOTE: TO BE INSTALLED ON ALL BASIN SLOPES UNLESS OTHERWISE NOTED. SLOPE STABILIZATION NOT TO SCALE 1 SLOPES BIODEGRADABLE EROSION CONTROL BLANKET rn N POST DETAIL BOLTS AT 'SPLICE TWO 5/8"0X14" POSTS 6'-3" O.C. GALVANIZED BOLTS to 6"X8" PRESSURE TREATED \-4"X8" PRESSURE TREATED WOOD ROUGH SAWN WOOD RAIL ROUGH SAWN WOOD GUIDERAIL NOT TO SCALE 6"H x 1'D GABIONS IVEGETA11ON TO REMAIN IN PLACE PROPOSED SWALE BOTTOM GABION CHECKDAM DETAIL NOT TO SCALE ENTRENCH AS NECESSARY BUFFER ENHANCEMENT AREA PLANT LIST SWEET PEPPER BUSH (Clethra alnifolla) SOUTHERN ARROWWOOD (Viburnum recognitum) WITCH HAZEL (Hamamelia virginlana) NOTE: PLANTS FROM ABOVE LIST TO BE PLANTED WITHIN DISTURBED 35' BUFFER TO WETLAND RESOURCE AREA. 6" TOPSOIL AND SEED 1' MIN. DEPTH RIP RAP D50-8" FILTER FABRIC-` 6" CRUSHED STONE 55' 1 OVERFLOW SPILLWAY NOT TO SCALE THIS DRAWING MAY CONTAIN CONF9DENTIAL AND SENSITIVE COMPANY WORMATKON. NSTAR'S POL K3ES FOR PROTECTION OF CONFDQJTIAL AND SENSITIVE WORMATION APPLY. FOR NOTES, REFERENCES AND LEGEND SEE SHEET 2. THIS DRAWING IS NOT INTENDED FOR CONSTRUCTION UNTIL ISSUED FOR CONSTRUCTION BY BEALS AND THOMAS. INC. BEALS AND THOMAS, INC. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF REALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS. INC. SHALL RENDER IT INVALID AND UNUSABLE. PREPARED FOR: " NSTAR NSTAR ELECRIC & GAS CORPORATION ONE NSTAR WAY WESTWOOD, MA 02090 RECORD OWNER: p COMMONWEALTH ELECTRIC COMPANY REGISTERED L.C. Cert. 62655 L.C. Cert. 64491 UNREGISTERED 2087/331 GEORaE GERARD PRESLE CIVIL N0.34752 ? •�S•oCe, COPYRIGHT (C) BY BEALS AND THOMAS, INC. ALL RIGHTS RESERVED PREPARED BY: BEALS AND THOMAS, INC. Civil Engineers -Landscape Architects Land Surveyors -Planners -Wetland Scientists 32 Court Street Plymouth, Massachusetts 02360 Tel.: 508-746-3288 Fax: 508-746-6407 (email) mail@btiweb.com (website) http: //www.btiweb.com ppp... 5 1928P002A-003 4 3 2 1 0 03/15/2006 NOTICE OF INTENT ISSUE DATE DESCRIPTION — I KRM I <M 1 DES I DWN CHK'D I APP'D PROJECT: NSTAR FACILITY PARKING LOT REGRADING NSTAR PROJECT No. P05073 YARMOUTH, MASSACHUSETTS SCALE: AS NOTED DATE: MARCH 15, 2006 SITE DETAILS BTI JOB NO. 1928.00 ppp... BTI PLAN NO. 1928P002A-003 SHEET 5 OF 5 Z' 0 Q v N w � � `� f �� . � � � � � s o � ��