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HomeMy Public PortalAbout480 Arsenal Redevelopment Control Docs 9 Feb 2015_reduced_2_201502171615365780 SITE PLAN REVIEW 480 SUITE 3 ARSENAL STREET WATERTOWN , MA GOVERNMENT/UTILITY CONTACTS aO Drawing Index �OD Drawing Date Last Drawing Drawing Description COMMUNITY DEVELOPMENT AND PLANNING: PUBLIC WORK�S�OTMENT: Revision 149 MAIN STREET 124 ORCHAR66 r E 02/10/2015 - COVER SHEET WATERTOWN,MA 02472 WATERTOWN,MA 02472 ATTN:STEVE MAGOON,PLANNING DIRECTOR ATTN:GERALD S.MEE,JR.,SUPERINTENDENT tl 04/14/2014 1 of 2 EXISTING CONDITIONS PLAN-PREPARED BY FELDMAN A D RE ADAM ,SE SENIOR PLANNER J A THEW PELLESHAMAN,TOWN ENGINEER ❑� \ � I 04/14/2014 2 of 2 EXISTING CONDITIONS PLAN-PREPARED BY FELDMAN ANDREA ADAMS,SENIOR PLANNER JAY PELLETIER,WATER&SEWER SUPERVISOR U INGRID MARCHESNNO,HEAD CLERK ED BAPTISTA,HIGHWAY SUPERVISOR - n a LOCUS 02/10/2015 OS-1 OVERALL SITE PLAN PHONE:(617)972-6417 PHONE:(617)972-6420 02/10/2015 N-1 ABBREVIATION,NOTES AND LEGENDS 02/10/2015 C-1A&16 DEMOLITION AND EROSION CONTROL PLAN BUILDINGDf�j� ENr FIRE)P/�RiFIT: 02/10/2015 C-3A&3B UTILITY PLAN p ANADING D DRAINAGE PLAN AND ZONfNG ENFOCEMENT: 99 MM (�Jf TTRRETT 149 MAIN STREET WATERTOWN,MA 02472 02/10/2015 C-4A&4B PARKING AND TRAFFIC CONTROL PLAN WATERTOWN,MA 02472 ATTN:MARIO A.ORANGIO,FIRE CHIEF ATTN:KEN THOMPSON,INSPECTOR OF PHONE:(617)972-6512 _ 02/10/2015 C-5 EROSION CONTROL DETAILS BUILDINGS wurearowm �" } 02/10/2015 C-6 DRAINAGE DETAILS ATTN:MICHAEL MEIN,ZONING ENFORCEMENT OFFICER 02/10/2015 C-7 DRAINAGE DETAILS PHONE:(617)972-6427(617)972-6480 c"RLES effuse 02/10/2015 C-8 UTILITY DETAILS ,,� ti 02/10/2015 C-9 SITE,PARKING AND TRAFFIC CONTROL DETAILS 02/10/2015 C-10 SITE,PARKING AND TRAFFIC CONTROL DETAILS C� DP(��N� pq�7ly� eosroN 02/10/2015 L-1A&1BSITE 552�EIC(N$7k�FTFNT 149 MAfN�S kT FAT NT (PREPARED BYP CAROL .JOHNSON ASSOCIATES,INC.) WATERTOWN,MA 02472 WATERTOWN,MA 02472 LOCUS MAP LANDSCAPING DETAILS ATTN:EDWARD DEVEAU,CHIEF OF POLICE ATTN:JOHN H.STRAUS,M.D.,CHAIRMAN (NOT TO SCALE) 02/10/2015 L-2 (PREPARED BY CAROL R.JOHNSON ASSOCIATES,INC.) PHONE:(617)972-6500 PHONE:(617)972-6446 02/10/2015 SL-1 SITE LIGHTING PLAN-CALCULATIONS (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) LEVEL 1&LEVEL 2 EGRESS PLANS EVERSOURCE KEYSPAN ELECTRIC: Gas PREPARED BY: 02/10/2015 G1.1 (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) ONE NSTAR WAY 201 RIVERMOOR STREET 02/10/2015 D2.01 LEVEL 1-DEMOLITION WESTWoOD,MA 02090 W.ROXBURY,MA 02132 (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) PHONE:(617)424-2000 PHONE:(617)323-9210 RJ O'C ONNELL $L 02/10/2015 D2.03 LEVEL ROOF-DEMOLITION INC. (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) L ASSOCIATES, I 02/10/2015 A2.00 EXISTING AND PROPOSED SCOPE OVERLAY TELEPHONE:EL PH CIVIL ENGINEERS,SURVEYORS& (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) 02/10/2015 A2.01 FLOOR PLAN-LEVEL 1 WO UR,MA0 AVENUE LAND PLANNERS PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) WOBURN,MA 01801 ( ATTN:MATT KING 80 MONTVALE AVENUE FLOOR PLAN-LEVEL 2 PHONE:(781)376-8172 STONEHAM,MA 02180 02/10/2015 A2.02 (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) PHONE:781-279-0180 02/10/2015 A2.03 ROOF FAX:781-279-0173 (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) 02/10/2015 A2.04 PANS-GARAGE CONSULTANTS (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) PREPARED FOR: 02/10/2015 A3.01 EXTERIOR EAST&NORTH ELEVATIONS TRAFFIC: LANDSCAPE ARCHITECT: (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) R.D.VANASSE&ASSOCIATES,INC. CAROL R.JOHNSON ASSOCIATES,INC. 02/10/2015 A3.02 EXTERIOR WEST&SOUTH ELEVATIONS 35 NEW ENGLAND BUSINESS CENTER DRIVE 115 BROAD STREET (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) ANDOVER,MA 01810 BOSTON,MA 02110 ELEVATIONS-GARAGE PHONE:(978)474-8800 PHONE:(617)896-2575 02/10/2015 A3.04 (PREPARED BY SPAGNOLO GISNESS&ASSOCIATES,INC.) GEOTECHNICAL: ARCHITECT: MCPHAIL ASSOCIATES,LLC SPAGNOLO GISNESS&ASSOCIATES,INC. 2269 MASSACHUSETTS AVENUE 200 HIGH STREET CAMBRIDGE,MA 02140 BOSTON,MA 02110 PHONE:(617)868-1420 PHONE:(857)300-2610 800 BOYLSTON STREET SURVEY: SUITE 1390 0 o FELDMAN LAND SURVEYORS 112 SHAWM UT AVEN U E BOSTON, MA 02199 BOSTON,MA 02118 ❑NO ICE of INTENT PHONE:(617)357-9740 PHONE: 617-262-4646 NOT FOR CONSTRUCTION ®ISSUED FOR REVIEW ❑ISSUED FOR PERMIT ❑ISSUED FOR BID/PRICING ❑ISSUED FOR CONSTRUCTION C.pyngne©2015 by Rd 000NNELL&ASSOCIATES,Inc WATERTOWN, MA GENERAL NOTES: EROSION CONTROL NOTES: PAVEMENT & TRAFFIC CONTROL PLAN NOTES: 1. THESE PLANS HAVE BEEN PREPARED FROM THE FOLLOWING: 1. PRIOR TO THE START OF CONSTRUCTION.ALL EROSION CONTROLS SHOWN ON THE PLAN C-1 SHALL BE SET IN PLACE. 1. ALL PROPOSED CURBING SHALL BE PRECAST CONCRETE CURB UNLESS OTHERWISE NOTED. o 1.1. PLANS ENTITLED'EXITING CONDITIONS PLAN-480(AKA 480-3)ARSENAL STREET,WATERTOWN,MA,"DATED APRIL 14,2014,PREPARED BY 2. ALL PROPOSED SLOPES WALL BE NO STEEPER THAN 2H:iV.ALL 3H:1V SLOPES OR STEEPER WILL BE STABILIZED WITH CURLEY EROSION CONTROL MATTING 2. ALL PAVEMENT STRIPING SHALL BE PAINTED WITH 2 COATS OF PAINT.PARKING STALLS SHALL BE MARKED WITH FOUR(4)INCH FELDMAN LAND SURVEYORS,BOSTON,MA BY AMERICAN EXCELSIOR COMPANY(OR ENGINEER APPROVED EQUAL)PRIOR TO HYDRO SEEDING AND PROTECTED FROM EROSION. WIDE PAINTED UNES. 1.2. DRAWINGS ENTITLED"PLANS TO ACCOMPANY REQUEST FOR SPECIAL PERMIT-BELL ATLANTIC NETWORK SERVICES,INC.,#480 ARSENAL STREET, WATERTOWN.MA"DATED SEPTEMBER 7,1998.PREPARED BY BRADFORD,SANER&ASSOCIATES.BRAINTREE.MA 3. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL HAYSALES,WATTLES AND EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION 3. PARKING AND TRAFFIC CONTROL PLAN IS SCHEMATIC AND FOR LOCATION OF MARKINGS ONLY.SPECIFIC DETAILS OF PAVEMENT 1.3. DESIGN DRAWING;ENTITLED"AT&T WEB HOSTING FACILITY-WATERTOWN,MA;DATED SEPTEMBER 21,2000,PREPARED BY CUBEUS,SANER& OF THE ENGINEER TO MITIGATE ANY EMERGENCY CONDITION. MARKINGS ARE PROVIDED AS PART OF THIS PLAN SET. ASSOCIATES,BAINTREE,MA 4. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING 4. ALL EXISTING CURBING TO BE REMOVED WILL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH FEDERAL,STATE AND LOCAL 2. THE CONTRACTOR IS SPECIFICALLY ADVISED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS OF SEDIMENT ONTO PUBUC RIGHT-OF-WAY.ALL SEDIMENT SPILLED,DROPPED,WASHED OR TACKED ONTO THE PUBUC RIGHT-OF-WAY MUST BE REMOVED REGULATIONS. IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THIS INFORMATION IS NOT TO BE IMMEDIATELY. REUD ON AS BEING EXACT OR COMPLETE THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES,PARTICULARLY WHERE NEW UTILITIES 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT BUILDING ADDITION LOCATION AND DIMENSIONS. CONNECT TO OR CROSS EXISTING,SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR 5. CATCH BASINS WITH SILT BAGS MUST BE INSPECTED EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT OF 0.25 INCHES OR GREATER. MUST CONTACT THE APPROPRIATE UTILITY COMPANY,ANY GOVERNING PERMITTING AUTHORITY,AND'DIG SAFE"(1-800-344-7233)AT LEAST TWO(2) SILT BAGS WILL BE REMOVED FROM EACH BASIN IN ACCORDANCE WITH THE SILT BAG MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 6. FOR PAVEMENT SECTION SEE DETAIL SHEET C-9. WEEKS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PRECEDING WITH THE WORK IT SHALL BE - 6. UPON COMPLETION OF ALL SITE WORK CONSTRUCTION,THE SITE CONTACTOR SHALL INSPECT ALL ON-SITE CATCH BASINS AND DRAINAGE STRUCTURES AND 7. ALL UNITS OF PAVEMENT SHALL BE CURBED UNLESS NOTED OR INDICATED OTHERWISE THE RESPONSIBILITY OF THE CONTACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE REMOVE ALL SEDIMENT,TRASH AND DEBRIS THAT HAS ACCUMULATED WITHIN EACH STRUCTURE DURING THE COURSE OF CONSTRUCTION. PLANS. 7. PRIOR TO THE START OF ANY AUTHORIZED ACTIVITY THE GENERAL CONTRACTOR SHALL SUBMIT FOR INFORMATION A DUST CONTROL PLAN TO THE ENGINEER. B. HANDICAP ACCESSIBLE PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT(AEA) 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABUSHING AND MAINTAINING ALL HORIZONTAL CONTROL POINTS AND VERTICAL BENCH MARKS NECESSARY THE DUST CONTROL PLAN WILL OUTLINE MEASURES TO CONTROL AND MITIGATE DUST DURING ALL PHASES OF DEMOUTION AND CONSTRUCTION AND IN ALL STANDARDS FOR ACCESSIBLE DESIGN,LATEST REGULATIONS AND THE COMMONWEALTH OF MASSACHUSETTS ARCHITECTURAL ACCESS FOR THE WORK. TYPES OF WEATHER CONDITIONS. THE APPROVED DUST CONTROL PLAN SHALL BE IMPLEMENTED DURING ALL PHASES OF THE AUTHORIZED ACTIVITIES AND BOARD,521 CMR.THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. WILL CONTINUE UNTIL THE PROJECT HAS BEEN GRANTED AS-BUILT APPROVAL 4. THE CONTACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK 9. ALL STANDARD PARKING SPACES SHALL BE 8.5 FEET IN WIDTH AND 18 FEET IN LENGTH WITH 24 FOOT AISLES UNLESS NOTED INCLUDING BUT NOT LIMITED TO DEMOLITION. 8. THE EROSION CONTROL MEASURES AS SHOWN ON THE DAWINCS DEPICT THE MINIMUM REQUIRED CONTROLS AND ARE REPRESENTATIVE OF A SINGLE OTHERWISE. PHASE OF CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITTING,RELOCATION AND AUGMENTATION OF EROSION CONTROL DEVICES PS 10.WHERE NEW PAVEMENT MEETS EXISTING,SAW-CUT THE EXISTING PAVEMENT IN A NEAT,UNIFORM UNE AS SHOWN ON THE DETAILS. 5. DISPOSPL OF ALL DEMOLISHED MATERIALS MUST BE OFF-SITE BY THE CONTRACTOR AND IN ACCORDANCE WITH ALL FEDERAL,STATE AND MUNICIPAL THE PROJECT PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE. REQUIREMENTS.THE APPLICABLE AUTHORITY FOR THE TOWN OF WATERTOWN SHALL BE NOTIFIED IN WRITING OF THEIR FINAL DISPOSITION. a 9. THE CONTACTOR SHALL MODIFY EROSION CONTROL MEASURES IF REQUIRED WE TO WEATHER AND SEASONAL CONDITIONS AND CONSTRUCTION ACTIVITIES. 11.THE CONTRACTOR SHALL ADJUST ALL UTLRY CASTINGS TO THE PROPER LINE AND ELEVATION PRIOR TO PLACING THE TOP COURSE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INFORMATION SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR OF PAVEMENT.NECESSARY ADJUSTMENTS SHALL BE MADE TO CASTINGS IF REQUIRED,TO MAKE THEM FLUSH WITH FINISHED - SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND EXISTING SITE CONDITIONS AS 10.THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED SOIL EFFORTS SHALL BE MADE TO LIMIT THE TIME OF EXPOSURE OF DISTURBED AREAS. PAVEMENT SURFACE.NO DEPRESSIONS OR MOUNDS TO ACCOMMODATE CASINGS WILL BE PERMITTED. SHOWN ON THESE PLANS o 0 0 7. REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING LOCATIONS,BUILDING DIMENSIONS,ENACT UTILITY ENTRANCE LOCATIONS,SIDEWALKS,AND DOOR 11.THE PROJECT REQUIRES AN EPA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH c LOCATIONS. CONSTRUCTION ACTIVITIES. B. ALL CONSTRUCTION DUMPSTERS SHALL BE PROPERLY MAINTAINED. ALL DUMPSTERS SMALL BE LOCATED ON A BITUMINOUS CONCRETE OR CONCRETE 12.REFER TO THE STORMWATER POLLUTION PREVENTION PLAN(SWPPP)FOR DETAILED DESCRIPTIONS OF THE TYPE,INSTALLATION,INSPECTION AND SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRASH DISPOSAL ON A REGULAR BASIS AND SHALL ENSURE THAT THE OUMPSTER AREAS ARE MAINTENANCE AINTE NON-STRUCTURAL OF STRUCTURAL AND NON-STRUCL MEASURES REQUIRED TO CONTROL SEDIMENT AND EROSION ON-SITE DURING UTILITY NOTES(GENERAL): PROPERLY MAINTAINED. 9. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE GENERAL UPKEEP AND ROUTINE MAINTENANCE OF THE ENTIRE SITE TO ENSURE AN AESTHETICALLY 13.AYBALE DIKES OR SILT BAGS SHALL BE INSTALLED AT ALL EXISTING&PROPOSED CATCH BASINS AS INDICATED ON DWG.0-1 AND LOCATIONS SUBJECT 1. ALL EXISTING LIGHT POLE BASES AND CONDUIT THAT ARE TO BE REMOVED WILL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. PLEASING APPEARANCE DURING ALL PHASES OF CONSTRUCTION. TO STORAIWATER RUN-OFF FROM THE CONSTRUCTION AREA AS DIRECTED BY THE OWNER/ENGINEER.NO SEDIMENT SHALL BE ALLOWED TO ENTER THE EXISTING CONCRETE LIGHT POLE BASES MAY BE CRUSHED ON-SITE FOR USE IN AREAS THAT REQUIRE PROCESSED SITE FILL LIGHT ON-SITE DRAINAGE SYSTEM AT ANY TIME. POLES DESIGNATED TO BE REMOVED SHALL BE TEMPORARILY STORED ON-SITE AND RE-USED. 10.UNLESS OTHERWISE INDICATED,AREAS DISTURBED BY CONSTRUCTION SHALL HAVE B-INCHES OF LOAM EVENLY SPREAD AND COMPACTED ON A PREPARED 14.WINTER CONSTRUCTION AND STABILIZATION:THE WINTER CONSTRUCTION PERIOD I FROM NOVEMBER 1 THROUGH APRIL 75 2. ALL NECESSARY INSPECTIONS SUBGRADE AND PLANTED WITH LAWN SEED MIX PER THE SPECIFICATIONS. AND/OR CERTIFICATIONS REQUIRED BY THE TOWN OF WATERTOWN.AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO FINAL CONNECTION AND BACKFIWNG OF SERVICES. SEDIMENT BERATIRS:DURING FROZEN CONDITIONS SEDIMENT BARRIERS MAY CONSIST OF EROSION CONTROL MIX BERMS OR ANY OTHER RECOGNIZED 17.ALL LAN DSCAPED AREAS SHALL BE KEPT FREE OF WEDS AND DEBRIS. ALL VEGETATION WITHIN THE SITE SHALL BE MAINTAINED FREE OF PHYSICAL SEDIMENT BARRIERS AS FROZEN SOIL PREVENTS THE PROPER INSTALLATION OF AY SALES OR SILT FENCES. DAMAGE CAUSED BY CHEMICALS,INSECTS,DISEASES,LACK OF WATER,OR OTHER CAUSES. DAMAGED PLANTS SHALL BE REPLACED WITH THE SAME 3. THL SITE CONTACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANT'/ALL PERMITS REQUIRED FOR THE INSTALLATION OF VEGETATION. ALL SITE UTILITIES. MULCHING.ALL AREAS SHALL BE CONSIDERED TO BE DENUDED UNTIL SEEDED AND MULCHED,AY AND STRAW MULCH SHALL BE APPLIED AT A ATE OF 12.THE CONTRACTOR SHALL SUPPLY AND MAINTAIN ALL MATERIAL AND LABOR ASSOCIATED WITH TEMPORARY TRAFFIC DIVERSIONS FOR ALL PHASES OF ISO LB.PER 1C0 BE OR 3 TONS/ACRE(TWICE THE NORMAL ACCEPTED RATE)AND SHALL BE PROPERLY ANCHORED.EROSION CONTROL MIX MUST BE 4. EXISTING STRUCTURES TO BE REMOVED ARE TO BE DISPOSED OFF-SITE IN ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL Ei CONSTRUCTION IN ACCORDANCE WITH M.U.T.C.O.STANDARDS AND AS APPROVED BY THE OWNER'S REPRESENTATIVE. - APPUED WITH A MINIMUM 4 INCH THICKNESS.MULCH SHALL NOT BE SPREAD ON TOP OF SNOW.THE SNOW WILL BE REMOVED DOWN TO A 1-INCH REGULATIONS. - DEPTH OR LESS PRIOR TO APPLICATION.AFTER EACH DAY OF FINAL GRADING,THE AREA WILL BE PROPERLY STABILIZED WITH ANCHORED AY OR STRAW 13.NO AUTHORIZED ACTIVITY SHALL AFFECT ABUTTING PROPERTIES. IF THE APPLICANT MUST WORK ON AN ABUTTING PROPERTY,WRITTEN AUTHORIZATION FROM OR EROSION CONTROL MATTING.AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABIUZED WHEN EXPOSED SURFACES HAVE BEEN ETHER MULCHED OR 5. ALL EXISTING UTILITY CASTINGS INDICATED TO REMAIN SHALL BE RESET TO FINISHED GRADE AS REQUIRED. ADEQUATELY ANCHORED SO THAT GROUND SURFACE IS NOT VISIBLE THROUGH THE MULCH.BETWEEN NOVEMBER 1 AND APRIL 15•ALL MULCH SHALL BE THE OWNER OF SAID LAND SHALL BE OBTAINED AND PROVIDED TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO THE START OF WORK. ANCHORED BY EITHER MULCH NETTING,ASPHALT EMULSION CHEMICAL,OR WOOD CELLULOSE FIBER.THE COVER WILL BE CONSIDERED SUFFICIENT WHEN THE GROUND SURFACE I NOT VISIBLE THROUGH THE MULCH.AFTER NOVEMBER 1ST,MULCH AND ANCHORING OF ALL EXPOSED SOIL SHALL OCCUR AT 6. DETECTABLE WARNING TAPE SHALL BE INSTALLED A MINIMUM ONE(I-)FOOT ABOVE NEW UTILITIES AND IN ACCORDANCE WITH THE 14.THE OWNER,OWNER'S REPRESENTATIVE AND/OR GENERAL CONTRACTOR WILL CONTACT THE DEPARTMENT OF PUBLIC HEALTH,THE FIRE DEPARTMENT,AND THE END OF EACH WORKDAY DURING FINAL GRADING ACTIVITIES. APPROPRIATE UnUTY COMPANY REQUIREMENTS. THE DEP'S HAZARDOUS WASTE INCIDENT RESPONSE GROUP AT(817)792-7653 IN THE EVENT OF A HAZARDOUS LEAK OR SPILL SOIL STOCEPH"O.STOCKPILES OF SOIL OR SUBSOIL WILL BE MULCHED FOR OVER WINTER PROTECTION WITH AY OR STRAW AT TWICE THE NORMAL 7. PRIOR TO THE START OF ANY AUTHORIZED ACTIVITY THE SITE CONTACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE TOWN 1 i 15.ALL TYPES OF FILL MATERIAL IMPORTED TO THE SITE MUST BE CLEAN AND SUITABLE FOR THE USE SPECIFIED.THE GENERAL CONTRACTOR WILL PROVIDE ATE OR WITH A 4-INCH LAYER OF EROSION CONTROL MIX.THIS WILL BE DONE WITHIN 24 HOURS OF STOCKING AND REESTABLISHED PRIOR TO ANY OF WATERTOWN AND PROVIDE COPIES TO THE OWNER. THE OWNER'S GEOTECHNICAL ENGINEER WITH RECORDS INDICATING THE TYPE QUANTITY,ORIGIN AND SOURCE OF ANY FILL MATERIAL IMPORTED TO THE RAINFALL OR SNOWFALL. ♦ SITE. S. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 5.0 FEET OF COVER AND A MAXIMUM OF 6.0 FELT OF COVER EXCEPT SJUMING BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1,LOAM OR SEED WILL NOT BE REQUIRED.DURING PERIODS OF ABOVE FREEZING AS NOTED OR DETAILED OTHERWISE. GREATER DEPTHS ARE PERMITTED WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER TEMPERATURESFINISH&AREAS SHALL BE FINEGRADED SDF MULCHTHER PROTECTED WON TEMPORARILY N MULCHED HE UT TES.DEMOLITION NOTES: AS REATM C BE APPU DTEDAE IS R NOVEMBER AND IF EXPOSED AREA AS BEENLOOM LOOMED,FINAL GRADEDWITH A UNIFORM SURFACE,THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 3 TIMES HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN S. GENERALLY,WATER MAIN FITTINGS IDENTIFIED ON THIS DRAWING ARE SHOWN FOR INSTALLATION LOCATION PURPOSES. THE : 1. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF DEMOUSHED MATERIALS OFF-SITE IN ACCORDANCE WITH ALL FEDERAL.STATE AND LOCAL MULCHED.DORMANT SEEDING MAY BE PLACED PRIOR TO THE PLACEMENT OF MULCH OR EROSION CONTROL BLANKETS.IF DORMANT SEEDING IS USED CONTRACTOR SHALL NOTE THAT NOT ALL FITTINGS ARE NOTED.SHOWN,OR INDICATED. lW OF Moss REQUIREMENTS. FDR THE SITE,ALL DISTURBED AREAS SHALL RECEIVE 4"OF LOAM AND SEED AT AN APPUCATION RATE OF 5 LEIS/1000 SF.ALL AREAS SEEDED DURING THE WINTER WILL BE INSPECTED IN THE SPRING BY REPLACING LOAM,SEED AND MULCH.IF DORMANT SEEDING IS NOT USED FOR THE SITE.ALL 10.A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SMALL BE MAINTAINED BETWEEN SANITARY SEWER MAINS AND WATER MANS. JOHNJ % 2. PRIOR TO THE START OF ANY DEMOLITION ACTIVITIES,ON-SITE EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON DRAWING C-1 MUST BE DISTURBED AREAS SHAH BE RE-VEGETATED IN THE SPRING. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN,THE WATER MAIN SHALL BE LAID IN A CML y INSTALLED AND APPROVED BY THE OWNER'S REPRESENTATIVE SEPARATE TRENCH AND THE ELEVATION OF THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES BELOW THE INVERT OF THE No 4VO7 p ►INTER STABILIZATION OF DITCHNS AND CHANNELS:ALL STONE-UNED DITCHES AND CHANNELS MUST BE CONSTRUCTED AND STABILIZED BY WATER MAN. 9FGf5 EP 3. THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON-SITE UTILITY SERVICES WHETHER DESIGNATED ON THESE DRAWINGS OR DISCOVERED NOVEMBER 15.ALL GRASS-UNED DITCHES AND CHANNELS MUST BE CONSTRUCTED AND STABILIZED BY SEPTEMBER 1.IF A DITCH OR CHANNEL IS NOT iD9pA. 0 DURING CONSTRUCTION.SERVICES SHALL BE CAPPED OFF AT THE PROPERTY IN ACCORDANCE WITH THE APPROPRIATE LITANY COMPANY/ENTITY STANDARDS. GRASS-UUNED1 BY SEPTEMBER �11,,THEN ONE OF THE FOLLOWING ACTIONS MUST BE TAKEN TO STABILIZE THE DITCH: 11.DOMESTIC WATER SERVICES 2.5"AND SMALLER SHALL 8E TYPE K COPPER TUBING AND SHALL BE INSTALLED WITH APPROPRIATELY �Sro hIE SUU UNI��IfHE'SOIL WI'f11 WINE PINES,,ROVING THE SOD TO CH MUST BE LINED GUARANTEELCONTACT BETWEEN THE Y INSTALLED SOD BY SODEOHIO AND UNDERL NGTISOIL.ON NWATERING PITHE NG SIZED CORPORATION STOP WITH APPROVED SADDLE,CURB STOP,AND BOX. 4. THE EXISTING BITUMINOUS PAVEMENT SHALL BE PULVERIZED AND LEFT IN PLACE AS PART OF THE NEW BASE COURSE WHERE PROPOSED GRADES ARE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL,AND ANCHORING SOD AT THE BASE OF THE DITCH WITH JUTE OR PLASTIC MESH TO 2-�4 irK HIGH ENOUGH TO ACCOMMODATE THE NEW PAVEMENT SECTION.WHERE PROPOSED GRADES ARE NOT HIGH ENOUGH,THE EXISTING PAVEMENT SHOULD BE PREVENT THE SOD FROM SLOUGHING DURING DURING FLOW CONDITIONS. 12.ALL WATER MAINS 3'AND LARGER SHALL BE CEMENT UNED DUCTILE IRON-CLASS 52.AND SHALL BE INSTALLED WITH NEW PULVERIZED SECTION ANIPED D THEIST STOCKPILED.PULVERIZED PAVEMENT THE EXISTING RBLENDEDULD THEN BE OUT TO THE WITH ADDITIONAL OFF SITE BASE APPROPRIATE COURSE MATERIAL,TPLACED AND ATE THE fj A'6Tfjd1 IM#eNETYELpfX. DITCH CTHIMUST BENUND IT WITHSTAND IPI PAP BY}iE ANTICIPATED ER 15.CONTACT ANO�OED PROFS WITHIN THE ENGINEER APPROPRIATELY SIZED FIRINGS AND GATE VALVES. COMPACTED TO THE THICKNESS INDICATED ON THE DETAILS. TO OEILRIAIYE THE S)d STZ 13.DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE VALVE,ROAD BOX AND FITTINGS. S. REUSE OF EXISTING GRANULAR PAVEMENT SUBBASE MATERIAL AND EXCAVATED MATERIAL SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. WINTER STABILIZATION OF DISTURRED SLOPES:ALL STONE-COVERED SLOPES GREATER THAN 15%MUST BE CONSTRUCTED AND STABILIZED BY Designed by: SPG NOVEMBER HER 1, ALL SLOPES TO BE VEGETATED MUST BE SEEDED AND MULCHED IZ SEPTEMBER 1.IF A SLOPE TO BE VEGETATED IS NOT STABILIZED 14.ALL WATER MAIN APPURTENANCES,MATERIALS,METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL MELT OR EXCEED ALL DTOWD by: KPM '? BY SEPTEMBER 1,THEN ONE OF THE FOLLOWING ACTIONS MUSE BE TAKEN DI STABILIZE THE SLOPE. LOCAL MUNICIPAL REQUIREMENTS. -- ------ 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING ALL EXISTING AND NEW DRAINAGE AND UTILITIES TO REMAIN AND/OR BE TEMPORARY VEGETAnO Aye F_@(j_gIDN�J�TNTR�}LAjS BY OCTOBER 1 THE DISTURBED SLOPE MUST BE SEEDED WITH WINTER RYE AT A SEEDING ATE Checked by: RWS CONSTRUCTED. OF 3 L85 PER 1000 ISf AN6''HER INSIliLL�1ROSIDN CONTROL MATS OR ANCHORED MULCH OVER THE SEEDING.IF THE RYE FAILS TO GROW AT LEAST 3 15.PRESSURE AND LEAKAGE TEST,DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH ALL.LOCAL MUNICIPAL STANDARDS INCHES OR FAILS TO COVER AT LEAST 75%OF THE SLOPE BY NOVEMBER 1,THEN THE CONTACTOR WILL COVER THE SLOPE WITH A LAYER OF EROSION AND REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH UTILITY TESTS,FLUSHING AND a 7. DURING ON-SITE DEMOLITION WORK,STORM RUNOFF SHALL BE CONTROLLED AND DIRECTED TOWARD TEMPORARY SEDIMENT AND EROSION CONTROL CONTROL MIX OR WITH STONE RIP RAP. INSPECTIONS AS REQUIRED BY THE LOCAL MUNICIPALITY. Datte:e: 02/10/2015 MEASURES. SOD:THE DISTURBED SLOPE MUST BE STABIUZED WITH PROPERLY INSTALLED SOD BY OCTOBER 1.PROPER INSTALLATION INCLUDES THE CONTRACTOR PINNING THE SOD ONTO THE SLOPE WITH WIRE PINS,ROVING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL,AND 16.PRIMARY WATER METER AND BACKFLOW PREVENTEN SHALL BE LOCATED WITHIN THE BUILDING WHERE THE WATER LINE ENTERS THE WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTUR80 SOIL THE CONTRACTOR WILL NOT USE LATE-SEASON SOD INSTALLATION TO BUILDING UNLESS OTHERWISE NOTED OR DETAILED ON THE DRAWINGS. -- - \ STABILIZE SLOPES HAVING A GRADE GREATER THAN 33%OR HAVING GROUNDWATER SEEPS ON THE SLOPE FACE. I EROSION CONTROL MIX:EROSION CONTROL MIX MUST BE PROPERLY INSTALLED BY NOVEMBER 15.THE CONTRACTOR WILL NOT USE EROSION CONTROL 17.ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PIPE(P.V.C.),SDR 35 AND SHALL CONFORM WITH ASTIA-D3034 UNLESS t'raparAd for: MIX TO STABILIZE SLOPES HAVING GRADES GREATER THAN 50%OR HAVING GROUNDWATER SEEPS ON THE SLOPE FACE. NOTED OTHERWISE. STONE RIP RAP:PLACE A LAYER OF STONE RIP RAP ON THE SLOPE BY NOVEMBER 15.CONTACT THE PROFESSIONAL ENGINEER TO DETERMINE THE DRAINAGE NOTES: STONE 512E NEEDED FOR STABILITY ON THE SLOPE NANO TO DESIGN A FILTER LAYER FOR UNDERNEATH THE RIP RAP. 18.A MINIMUM OF 18"VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS STORM DRAIN UNES. PINTRR STARIUZATION OP DISTURRRD SOILS,BY SEPTEMBER 15,ALL DISTURBED SOILS ON AREAS HAVING A SLOPE LESS THAN 15%MUST BE 1g,WHERE SANITARY SEWERS CROSS WATER MAINS,THE SEWER SHALL 8E WD AT SUCH AN ELEVATION THAT THE CROWN OF THE 1. ALL PROPOSED DRAINAGE PIPES SHALL BE CORRUGATED PLASTIC PIPE(CPP)AND STRUCTURES SHALL BE PRECAST CONCRETE UNLESS NOTED OTHERWISE. SEEDED AND MULCHED.IF THE DISTURBED AREAS ARE NOT STABILIZED BY THIS DATE,THEN ONE OF THE FOLLOWING ACTIONS MUST BE TAKEN: '130Y$.S MN PIt0?jMTM E CPP PIPE SHALL BE HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO AASHTO DESIGNATIONS M294 AND M252,AND SHALL BE ADS N-12 PIPE AS - TEMPORARY VEGETATION:BY OCTOBER 1,SEED THE DISTURBED SOIL WITH WINTER RYE AT A SEEDING RATE OF 3 LBS PER 1000 SF,U%nY MULCH THE SEWER I AT LEAST EIGHTEEN INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE ELEVATION OF THE SEWER CANNOT BE MANUFACTURED BY ANCOR,INC.OR APPROVED EQUAL PIPE JOINTS SHALL BE INTEGRAL BALL MID SPIGOT,SOIL TIGHT VARIED TO MEET THIS REQUIREMENT,THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH LeuAwuuu.,,uuwwuwuuowww.wewn®O (SIT)WITH FACTORY INSTALLED, 5E@EO SOIL WITH AY OR SLAW AT 75 POUNDS PER LOOT INC AND ANCHOR THE MULCH WITH PLASTIC NETTING.MONITOR GROWTH O THE RYE OVER MECHANICAL JOINT PIPE FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BOO BOYLSTON STREET 0-RING RUBBER GASKETS CONFORMING TO ASTM F477. - THE NEXT H NAYS.E THE RYE FAITS TO GROW AT LEAST I INCHES OR FAILS TO COVER AT LEAST 75%OF THE DISTURBED SOIL BEFORE NOVEMBER 1, BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF MECHANICAL JOINT SUITE 1390 THEN MULCH THE AREA FOR WINTER PROTECTION L DESCRIBED BELOW. PIPE IS NOT USED THEN BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE BOSTON,MA 02199 2. ALL CATCH BASIS AND OTHER DRAINAGE STRUCTURES TO BE CONSTRUCTED,REPLACE, UI RECONSTRUCTED SHALL CONFORM TO CURRENT WITH WSTABIRE PIE THE DISTURBED SOIL WITH PROPERLY INTACT B SOD BYE Sol)A 1.PROPER INSTALLATION INCLUDES PINNING THE SOD ONTO THE SOIL OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. (617)262-4646 FOOT SUMPS HIGHWAY DEPARTMENT STANDARDS.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH APPROPRIATELY SIZED'TEE"OR HOODS.FOUR(4') WITH WIRE PINS,ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL,AND WATERING THE SOD TO PROMOTE ROOT / FOOT SUMPS SHALL BE PROVIDED IN ALL NEW CATCH BASHES. GROMULL' INTO THE DISTURBED SOIL 20.PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT MULCH:BY SOIL IS SIB MULCH THE OE MULL SOIL BY SPREADING AY OR STRAW AT A ATE OF AT LEAST 150 WUBSITH PER LOOT SF ON THE AREA GAS UNE INSTALLATION SHALL BE BY THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE 50 THAT No SOIL IS VISIBLE THROUGH THE MULCH.IMMEDIATELY AFTER APPLYING THE MULCH,ANCHOR THE MULCH WITH PLASTIC NETTING TO PREVENT / \ - 3. ALL MANHOLES,CATCH BASINS AND PARTICLE SEPARATORS SHALL BE PUMPED AND CLEANED AT THE END OF CONSTRUCTION.SEDIMENT AND OTHER WIND FROM MOVING THE MULCH OFF THE DISTURBED SOIL NOTICE OF WHEN THE GAS UNE CAN BE INSTALLED. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION NANO ACKFlLL AND Propnred POLLUTANTS SHALL BE REMOVED OFF-SITE IN ACCORDANCE WITH ALL FEDERAL.STATE AND LOCAL REQUIREMENTS. COMPACTION FOR THE GAS UNE. //�� 15.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEQE•S(D.E.P.)EROSION AND SEDIMENT CONTROL RJV tCONNELL 4. EXISTING PIPES AND/OR CULVERTS THAT ARE TO REMAIN WITHIN THE LIMIT OF WORK AREA SHALL BE CLEANED OF ANY DEBRIS AND/OR SEDIMENTATION. + ,+/ AND SUBURBAN AREAS.MARCH 1997 AND USDA-Sf- ROslOu AND SEDIMENT'CIES(DI. IN SITE OFYFLOPMFNr.MASSACONTROITS 21.THE CONTRACTOR SHALL PROVIDE 2'X 2'X 6"THICK CONCRETE APRON AT ALL CLFANOUTS,VALVES,AND METERS OUTSIDE THE J i 5. ALL PROPOSED CATCH BASIN FRAMES AND GATES SHALL BE AS SPECIFIED. LOCH.MUNICIPAL REGULA71or etJIL°INc' &ASSOCIATES,INC. 16.EROSION AND SEDIMENTATION CONTROL MEASURES SMALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK,SHALL BE MAINTAINED DURING 22•THE CONTRACTOR IS RESPONSIBLE FOR ALL TAP AND TIE IN FEES REQUIRED,AS WELL AS COST OF UNDERGROUND SERVICE i 6. THE EXISTING UTILITIES SHOWN HEREON SHALL BE CONSIDERED APPROXIMATE.CONTACTOR SHALL VERIFY LOCATION AND ELEVATION AND CONFIRM WITH - CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER I ESTABLISHED. CONNECTIONS TO THE BUILDING. CIVIL ENGINEERS,SURVEYORS TEST PITS PRIOR TO EXCAVATION AND CONSTRUCTION. - &LAND PLANNERS n 17.STOCKPILES SHALL BE SURROUNDED THEIR PERIMETERS WITH STAID WATTLES AND/OR SILTATION FENCES TO PREVENTAND/OR CONTROL SILTATION 23.ELECTRICAL SERVICE TO THE PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND,FROM THE ROAD RIGHT-OF-WAY TO THE 80 MONTVALE AVE 0 7. ALL EXISTING UTILTY SERVICES MAY NOT BE SHOWN ON THE UTILITY PLANS.THE SITE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND EROSION. TRANSFORMER LOCATION AND FROM THE TRANSFORMER TO THE BUILDING.ASSOCIATED COST WILL BE ASSUMED BY THE STONEHAM,MA 02180 j FOR LOCATION AND ELEVATION. _ CONTRACTOR. PHONE:781-279-OIBO Is c & ALL PROPOSED DRAINAGE STRUCTURES AND PIPES SHALL MEET HEAVY-DUTY TRAFFIC(H20)LOADING AND BE INSTALLED ACCORDINGLY. 18 USE AS FlSL'TLOCNPILES SHALL BE COVERED IN SUCH A MANNER TAT STORMWATER VIES NOT INFILTRATE THE MATERIALS THEM UNSUITABLE FOR 24.THE CONTACTOR SHALL FURNISH(2)-4"TELEPHONE CONDUT($)AS SHOWN ON THE PLANS AND SHALL VERIFY THE LOCATION FAX:781-279-0173 OF TIE IN TO THE TELEPHONE COMPANYS SERVICE LINE PROVIDE NYLON PULL CORDS INSIDE CONDUIT.Is 19.ALL DO RBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER.NO AREA 25.THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS,TEES,AND FIRE HYDRANTS. SHALL BE LEFT DISTURBED AND UNSTABILIZED DR PERIODS LONGER THAN 14 DAYS AFTER SOIL HAS BEEN DISTURBED. N vroleat xamA: P m 20.LOCATION OF TEMPORARY DRAINAGE SWALES AND TEMPORARY SEDIMENTATION BASINS ARE APPROXIMATE ONLY AND SHALL BE LOCATED AND/OR RELOCATED 26.DIMENSIONS SHOWN ARE To CENTERLINE OF PIPE OR FITTING. d�h t ' a - 15 REQUIRED AS CONSTRUCTION PROGRESSES. 'yfWI�Ap SUITE p$ o OPERATIONS AND MAINTENANCE' 27,ALL WATER AND SANITARY SERVICES TO THE BUILDING SHALL END 10'OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND Rfl0�fl1.STREET f7EET 21.SILT BAGS SHALL BE INSTALLED,OR HAYSALES SHALL BE PLACED AROUND CATCH BASINS WITH FILTER FABRIC UNDER THE CATCH BASIN'S RIM DURING SHALL BE PROVIDED WITH A TEMPORARY PLUG AT ENO. O FIG CONSTRICTION TO CONTROL SILT BUILD-UP IN THE CATCH BASINS. T „m m AREAS.PRS.FENCES WALLS,LANDSCAPING AND SITE FACULTIES SHALL BE INSPECTED SEMI-ANNUALLY AND MAINTAINED OR 28.ALL FIRE HYDRANTS SHALL BE PROVIDED WITH AN APPROVED GATE VALVE A MAXIMUM OF 5'-0" FROM HYDRANT. i. ALL ACCESS WAYS wAf€ O•v+S MA 'C REPLACED AS REQUIRED. m 22.ALL TRUC IN CONTROL MEASURES SHALL BE ROUTINELY INSPECTED,CLEANED AND REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF a CONSTRUCTION. 29.ALL TRENCHING,PIPE LAYING,NANO BACKFlWNG SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. DmMag name: a MAINTENANCE OF DRAINAGE FACILITIES SHALL.BE PERFORMED IN ACCORDANCE WITH THE STORMWATER OPERATION AND MAINTENANCE PLAN. GENEM NOTE ' 23.ANY OE-WATERING ACTIVITIES IN WHICH WATER WILL BE DISCHARGED TO A STORM DRAIN,SHALL USE A SEARING POND OR SIMILAR DEVICE TO REMOVE 30.THE CONTACTOR SHALL OBTAIN APPROVAL OF ALL GOVERNING AGENCIES RAVING JURISDICTION OVER THIS SYSTEM PRIOR TO 67 I'IGIVIL. NOTES c7 �I SEDIMENT BEFORE WATER I RELEASED. INSTALLATION. 5. 24.STAKED WATTLES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION IN GOOD WORKING ORDER AND SHALL NOT BE REMOVED UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. UPON COMPLETION OF THE PROJECT,THE WATTLES SHALL BE PROPERLY DISPOSED OF OR RECYCLED. m n 25.ALL CONSTRUCTION MATERIAL,DEBRIS,FILL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AREAS DESIGNATED BY THE OWNER'S REPRESENTATIVE.ALL MATERIAL SHALL BE STABILIZED TO PREVENT EROSION.ALL Excess FILL AND EXCAVATED MATERIALS THAT ARE NOT USED IN CONJUNCTION WITH ! \ jN CONSTRUCTION SHALL BE REMOVED FROM THE SITE NANO DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL,STATE&LEGAL REGULATIONS.AT NO TIME Drawing No.: SHALL ANY DEBRIS,TRASH OR OTHER CONSTRUCTION RELATED MATERIALS BE BURIED ON SITE. �I 14074 CoPRight©2015 by R.J.O'Connell&M,,datw Inc. Al S OC Act ausWess 1YZ{:I:(OLS AVENUE - IRousmwc-z = Pueuc-9aauerF 6wlw I 20'FRONT YARD SETBACK-NO PARKING i°I°I°I°I°I°I°I°I°I°'I°I°l°I°�I°I°I°I°I°I°I° �DBm RAN ° t2 q I1111 � 1111111 R,wv uv u MKK I �8 �,� °I` I� ICI I IQ r �TTI�T �TITI I C I - , , I I I I � l�l I I I I I ► I�� � R�MR�N I - SEE LANDSCAPE PLANS FOR - PROPOSED PARKING STRUCTURE z AN pETAIL OF PLAZA LANDSCAPING I I I J o - - D HARDBCAPING � � �� � � I ► I I J I I I ILL I ! I I I eki I I I I I I I I I I 3 Z IIIIIIIIIIIIIIIIII PROPOSED PARKING STRUCNRE —, O' % 83 SPACES l-, PROPOSED OFFICE BUILDING — LEVEL 1 = 96,593 S.F. G.F.A. _ LEVEL 2 = 85-58 S.E. G.F.A. \ era I I pp� q TOTAL =i 85,595 S.F. G.F.A. Of M ' 92� MY25'SLOE YARD SETBACK � CIVIL V o 421 97 ZONING TABLE � 9Fc,GT e ® LU AM& 3 J I 2pJc`"\ EXISTING LOT: 480 STE 3 ARSENAL STREET = 374,304 SF (8.59 AC) — f yQQ I —" �.+ /i / �2 ZONING DISTRICT: INDUSTRIAL-2 (I-2) D-i n eb by. KPG _� _ +,• SEE LANDSCAPE PLANS FOR /� , ( DIMENSIONAL REQUIREMENTS: REQUIREMENT EXISTING PROPOSED i •, DETAIL OF PLAZA LANDSCAPING -y, �' Drawn y - AND HARDSCAPING _ S PROPOSED SEDIMENT � FOREBAY MINIMUM F�SIZE NONE * 4 SF(8.59 AC) 374,304 SF(8.59 AC) Checked by:- RWS � � 'MI I 7430 'MI FRONTAGE 50 FEET I 697 FEET f697 FEET I Scale 1'-50' 'MINIMUM FROM YARD 2D FEET I t128 FEET }80 FEET I Dote: OZ�iO�2Oi$ {� MINIMUM SIDE YARD ' 25 FEET(') I 164 FEET ±52 FEET MINIMUM REAR YARD ( 30 FEET I N/A N/A OPEN SPACE CONSERVANCY SETBACK(+) 50 FEET I 250' Z50' Pfepvfa4 \\ MAXIMUM BUILDING COVERAGE SOX }25,596 325.8X W/0 DECK I � � I _ 3•~ /�� EXISTING WATERTOWN I I 332.2X W/DECK 17L I ! / IRREENWAY BIKE PATH �° I MAXIMUM IMPERVIOUS COVERAGE 90% I }81.7X(305,674 SF) 377.2X(288,887 SF)P777 MAXIMUM BUILDING HEIGM ( 50 FEET/5 STORIES I <50 FEET/<5 STORIES <50 FEET/<5 SIDR1E5 III I Luu I. II m ............ IYI tln i uu, L,l �• - ( ' ' T 800 EtOYtSTON STREET MAXIMUM FLOOR AREA RATIO(*•) I 1.0 I N/A 0.50 SUITE 282-4848Mq 021138 (817) i y MINIMUM OPEN SPACE I 10X N/A 22.8X(55,423 SF) PROPOSED WATER (') 50'BUILDING STRUCTURE SETBACK REQUIRED WHEN ABUTTING OPEN SPACE/CONSERVANCY DISTRICT / QUALITY/INFILTRATION �°Para4 by; SCALE (^) FAR IS OUTNED AS GROSS FLOOR AREA DIVIDED IN THE TOTAL LOT AREA NO USE IN THE 1-2 DISTRICT SHALL EXCEED AN O FCONNELL O ; FAR OF 1.0 WITHOUT RECEIVING A SPECIAL PERMIT,AM IN NO INSTANCE SHAU.THE INCREASED INTENSITY OF USE ALLOWED w I BY THE SPECIAL PERMIT EXCEED AN FAR OF 2.0. NOTES: &AssoCIATES,INC. 1. LAYOUT SHOWN TAKEN FROM SPAGNOLO GINESS&ASSOCIATES SITE PLAN AND REVISED BY R.J.O'CONNELL& CIVIL ENGINEERS,SURVEYORS p / / ASSOCIATES,INC.ON 01/26/2015. &LAND PLANNERS 2. THIS PLAN IS COMPILED FROM AVAILABLE EXISTING INFORMATION AND IS FOR CONCEPTUAL PLANNING ONLY.FURTHER RESEARCH MAY BE REQUIRED TO VERIFY DIMENSIONS.ZONING REQUIREMENTS,FIRE CODES,STATE AND LOCAL 80 MONTVALE AVE PERMITTING,PHYSICAL RESTRAINTS ON SIDE,AND TRAFFIC CIRCULATION. STONEHAM.MA 021SO / PHONE:781-279-0180 / FAX:781-279-0173 PARKING. LOADING. AND LANDSCAPE TABLE / // I USE REQUIREMENT EXISTING PROVIDED REQUISPACES(IREFITD PROVIDED vmN� lTE 3 -J OFFICE 1/350 SF GFANODN 1ST FLOOR N/A 223 SPACES(2ND FLOOR) FLOORI 483 STRU83 AT CTDRE+ ��� S'�E+� 1 /400 SF G,2 ABOVE 1ST FLOOR 499 SPACES(TOTAL) 566 SPACES WATERTOWK MA r I WAREHOUSE 1/1,200 SF GFA Il 418 SPACES N/A N/A / I LOADING 1/150,000 SF GFA+ N/A 1 BAY 1 SAY oraMmg Name: 25'S D SETBACK OVERAL€. 1/15 AUTOMOBILE SPACES a / I BICYCLE (MIN.OF 4 AND MAX.OF 10) N/A 38 TED SITE PLAN ° / I INTERIOR 5X OF INTERIOR PARKING AREA N/A S.DX(7,810 SF) t7.1%(11.051 SF) SITE TB r LdW1Y i LANDSCAPING WITH IN RI MORE SPACES / Y EE / (+"+')32 STALLS ARE TO BE COMPACT AS INDICATED"C"ON PLAN WHICH IS<10%(SEE NOTE 2) LL SIZE SHALL DE 85'X18'FOR ANGLED PARKING.AND 8.5'X22'FOR PARALLEL PARKING.COMPACT STALL SIZE SHALL BE B'X18'. OrAw g NA.: 1 / 2. 109,OF REQUIRED SPACES AND 10%OF SPACES IN EXCESS OF REQUIRED AMOUNT MAY BE REDUCED TO B'WIDTH. OS-1 A2,n 3. LOADING BAYS SHALL BE 12'WIDE X 14'TALL X 50'LONG,EXCLUSIVE OF DRIVES AND MANEUVERING SPACE. / 50 0 25 50 100 4. SURFACED AREA OF PARKING AREAS SHALL BE 5'FROM ALL BUILDINGS AND LOT LINES FOR LANDSCAPED AREAS. 5. 5%OF INTERIOR PARKING AREA WITH 20 OR MORE SPACES SHALL BE LANDSCAPED(PLANTING ALONG PERIMETER OF PARKING AREA Po / FOR SCREENING uR GENERAL LANDSCAPING NOT INCLUDED IN 5%). ProlaM : -F. GRAPHIC SCALE IN FEET ` 14074 C,,,n,ht©2015 by R.J.O'Connell&Asa-I-.Inc. IUD r O O � 2 < Z o n1 0 A.,z / NICHOLS AVENUE °'� '9 s y AJ D e� (PUBLIC ✓AR4IBLE WIDTH) f}(�+,(°t/ I, +�,�o i i 4as7 q5'q _ '2 - ' ... - a 0 0 4 `i O� J �'J, P. Q CONC. 34PP 3.9 BC OHW o 44 65TC 4 4 __ OHW VGC < e4 0.3 31 BC - OHW CONC. OH 3 P, 42 P.M. 4'`CONC .M. 5 n HW A R� s- CONC. 45 68 � 46_ P.M. 46 -�0 �¢ - i -a5.gg9TC q,} LI q. 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' I \ 171-11 4.4B q1ee a400arc oG ec BB 3s c .4 �a N -42/ ,4r42 �r �}/ r (; , 1 L �I 10• �I .75 C / 7,38.3�BB849 385 BC III( ' A/ \i / "4 p01 J9 87BC 39 36 SPACES q�ly t� /3 92 37 6P BORING 6 004 h� 1004 S / 26 SPACES 39 95 m 38 63 38.25 BIT.CONC. 40 559TC / m R=39.40 / 38.06 3B18 WELL 12 h l 4027BC/ 40 / 39.66 39.40 /=33.5 3792 EL=375 °j a / BIT.GONG 40 37 o l I t j0 4D 3957 398� \ 4023 L m TOW.=340 ft=37.9]* TT=35.6 ( g c B0T=33.3 O y Ny 39 55gC 40 14TC/ \\ L Jy 6 yC' 38 53TC 38:]3BC RfC) .S BTST 07"E k iO�I l l 39897C \ 4026BC 6 SPACES / i SPACE 2 SPACES 15 SPACES \ _ 39 0rc 3B.36 FAA ° 6 SPACES 40 .63TC MUL I 0 ,Q Ary W 16 59• w 2 I 5 n 39.i8TC SPACE y' }ry ryV 1 l".j$ 1 ^� 6 /1I) R 9 BIT,CO/4C. 10� i SPACE 1' 4p N /• T I l ( O a 5y, BI.CQ C ® I/ 40 7 -_ ---}g C 38 3B 3.88BC a �h"1 O -q0 40.0 MUL B 39 LIA- N 414 i 48 J /p u2 - d 4 CRa 55 q__�0 M& -• j m O~O� z / l l! cmi IBM-G/ vN GRASS 407 9 M&S4. IJ&S 4D.. _4(1.3 -0 TP/V / w a,�i t2'0 ry01 h„Ip o 00 COL =/Y as n� 1802•BO ,a 40.16BC I O- SIAMESE CONNECTIONS, /.a �TBM-A _ Iw 10 h L�� '',A1 4 a OHW PROPOSED / I ry LOT G/'1 = //-AD ,40 BORING o mJ m 40 S ITC FIRE ALARM,AND EM. _ WELL#1 /CONC.PAD ov CONC,PAD I GONG PAD WATER PIPES A7 1 /PO3976 i ao° EL=40.30 FACE OF BUILDING / �C 1 1 �J 0° / '� mN ym WITH PAD O `n--+ 33. �/C F 1 .9 9 5 METAL I 00 O I WITH GAS METER n 3�m 00 O m I I% 3 TOWER WITH BOCK O.'A o CONC XC�X CAMERA I m V a CONC '/'y^� yr 18,E "w� ry 1 h hyq SRW 4 0 .o COL O/ I \ li \ •°�o I SIGN ON GATE w 3'0 i I BUILDING HEIGHT=26f WATER LINE DO FNOT BLOCK) 00 a I 6'S SN�' ( ) ) 1 ' / ASSESSORS PARCEL ID 1214 iF 3 I 1=33 a DECLARADON OF EASEMENTS AND w W a / I \ wv M4INTENANCE OBUC400NS (DEED BOOK 34045 PACE 591) i SPACE l ;=35 2 8 O , LOT 3 METAL CONTAINER w I CO�._X-_X4095/ AREA = 374,304 SQ. - r+a ON CONC PAD = 8.593 ACRES I 2 a3rc a / 0.6'BD 3�9]BC' I f GP /N (374,003 SO. FT. REC.) I BIT CONC. / (8.586 ACRES REC.) ENT' LOT 2B o ro GP _ e o N/F Cr 11 922 o m l • q /o I CONC PAD . / AT&T CORPORATION �� Ilx I p COL. /O I METAL PIPES [ •3 BORIN SEG-Tw I"?ry,0'^1 <y \ ,3j Jj S'p Gj );-X ENT.'t i'A ELE3895 a� V�Q� 4 '32/y�Bw � W I TEST R THAT THIS S,D IS RASED ER AN A ES O TITLE SURVEY AND THE BIT CONC. ;I ; ��O m0 71yV � 4 ,y °Q LATEST RECORD PLANS,DEEDS AND CERRf7GATES OF BILE `° I Z o Iwal t ENT. /O o w O mN All w 'u ] (CON)C. METAL RACKS 3934TC� c. I o a /ENT. =4°.) I GONG,PAD ww1 o� n 387 888BC Y - I O wm GRASS O �' 0 y BATE ON CONC.PAD c2j CANOPY (FOR umlTr POLE STORAGE)\ 1 SPACE I „COL. BUILDING FOOTPRINT AREA - 74,400f SQ. FT. � , 4�1• ��/ z ENT. I BIT.CONC. � _ 14 PROPOSED I m ENT. 1 STORY METAL&I CONCRETE BLOCK I r7 'o / "� ss �V; 4G�/`i 1 BORING A I N h n�V' WELL�'3Ri h j V \mro EL=39.06 1 GONG. / I "---n p4 ^1rv1 ,�0 L�b� ENT. Q w o $ / °z� }hp0� a. EXISTING CONDITIONS PLAN 1 SPAQE�O / I w� w ENT. BUILDING HEIGHT=35'3 I 40 53Tf� (TILE) �I� 0�y00 / /S �a01 LOT 3 18.00' me\ oL w l \ I 4O]2 W 4(0 499 FFE=40.95 / \3 ry 0 06 L f'6 v s ss o0 03'w I 41 0 ggny o / 48 T ARSENALSS ET < \ n 3 \ 7 :12 ry 255,5'BD o o STA. 480 EPS 6 ro f o 4 51.9'B0, ^00 y r 3,1!` O c / COL. / vLTI-A-I / / V /'/ / / 4 /I V Y / /I 1/ I/ / ' _ 1/-/ L/-- I / / 3`k //, 11 G/ h R=39.f3 ,O a _________4 d1J 91/ ME� �'94` GYi�I ��o�Sb LI I 0.89� / �r1ti,1 h0° �'P 6 WA ERTO W MA =32.6 (TYPICAL) LOADING DOCK 409 T3704 aq CONC(DRIN LINE J:OVERHEAD WIRE) BOT=26.8 N CANOPY 7 ,I}` J�''7� I i. 3�'6 / / °. / 0„a FELDMAN LAND SURVEYORS APRIL 14, 2014 OECIARA71oN OF EASEMENTS AND \ °j a (LOWER) COL COLn -Qµ F1 40 95T5 -b� 3� C`p MAINTENANCE OBLIGABONS R=39.n--" COL. ¢„ -_-_-__ R I I �.Lr t igaJD�es•� ~ 9 �' 'D/� Q' e 112 SHAWMUT AVENUE PHONE: (617)357-9740 70. 268 � \ \ COL O (DEED BOOK 34045 PAGE 591) GOT B �C \` _--- ------ - 1r56 � 1369�85 36.BB 2 O / 9 / --_--_-- 06 TS 40.96T5 I cn N F "J 'V _ COL. 36 It 7Bs g' GRASS „ ; , /, BOSTON, MASS. 02118 www.feldmonsurveyors.com I-323 '""� TRAILER "' w 7.OW-31 6 -� METAL l m3 y wro 1� l �y 6 SPACES �• m O g /4�� m BOT-26.B �'�cSN �• \ w I A =µ_`" ry/ L y h / \�, .•� m__ ___ __ ______1 SPACES 39.59 Omn CAPPED w _ i _e7TD____ �RD _aRD Aa N �010V��°/ ^\37 ones 12"D L A N D 5 U R V E Y 0 R 5 65T5 CANOPY tea." -i BJ T FOB °6 ii `l 10 SPACES - O n \, 6 65i�r N ®bh o37�/ 30 � 3o 120 p 0 SCALE: 1"=30' �+ o \ash --E -I- �_� -- 3e °�'m V,46 h ¢1 F�f.shed"J 6 9 SPACES MATCH LINE RESEARCH GL FIELD CHIEF FS PROJ MGR SUB APPROVED 6F SHEET NO. 1 OF 2 MATCH LINE [�`\ - ea E� -� g MATCH LINE y E R \4 �\ u�0m 370 5654 36.40I� '01h �y s9 / /l//// MATCH LINE CALC CL GIDD GL FIELD CHECKED FS CRD FlLE 14138 JOB N0. 1413E \37 15 3J32 37 j ,35 o T 5Q� /� rt�// FlLEAII S:\PROJECTS114100s114138\DWG\/41J8-EC(30 SO4LE).tlw9 S IJ r NO Zo - is 'I vI `� I �!0 nt�:nm 36�. MATCH LINE o f - E /m e Ai j MATCH LINE ` £ R= \—� s SPACES T 6sn /i' MATCH LINE a 36.54 36.40 p /' / / DURING 3709 --mp y1y l.. i j% MATCH LINE 3732 37.3 _ . // 3 36 WELL 16 -.--._ -37 36.46 6.07 R-3i5 5.27 2 omt. m m f 0�ty £ �/ 6V/7// IN e� w m I w \\ II /�,/ T(�141r NO 29..114'\/ \ W -- m - _ m q +N _ '/ / �`�7/ �\!N 1) BENCH MARK/NFORMARON: S 89'OD 03•W \ a W / / l No \ s ApeI v - i� /P'/ BENCH MARK USED'(FROM J08114I24) o + m -- •:0 / RIM OF CATCH LINE 9N S SHOWN& 6ON A PLAN EN777LED ARSENAL STREET,36 XII ST AIG C NDD17ION, ,(0y, WATERTOWA(M4'PREPARED BY ALLEN&MAJOR ASSOCA PROPasiNc° 0G^ly / y TES.1NG,a47ED (DRAIN LINES) O \ O WELL P - 10111/12.ELEVATION=29.78 DEGLARADON OF EASEMENTS AND Ah O �—C-- n �• EL=36.58 G - / -- w y / A,� IMINlEN4NCE 08LlCATlONS AO• ww p m - , NW h'� r'�/� 2 (DEED BOOK 34045 PAGE 591) (p_ oAn '� \ :.�e'O' m m- / �'--'M - �4 M / //•//'/ 7E.VP0RARY BENCH AARKS SEE.' .. _ 1 -- p \ u Z nai p �- // %�. %a TBM-A X-CUT(27'UP)ON LEFT BOLT OVER MAIN OUTLET OF HYDRANT v HEREON.ON PARKM'G 41./SLVJD AT FAST SIDE OF BANDING,AS SN08W HEREON ELEVA770M=4t.54 �I IBM-&--CUT(z2'UP)EN LEFT BOLT EVER MLW OUnET OF HroslNr CA PED 10"�-- Z E - _ �' y 1� / 4 HEREON.ON PARKING LOT E]EYARON=39.J4ISLWD AT SOUTH SIDE OF BUILDING AS SHOWN N �0 R=,Z5.29 — I m TO.W.=37.3 �= a /� i ,g5� / 4y'' O /OT 28 _BOT=2 #— \�N N a gp / ,/5 IBM-C X-CUT(1.8'UP)ON LEFT BOLT OVER MAIN OUTLET'OF HYDRANT L O g N m _ p a N 5k �y j. j // LOC47ED AT NORTHWEST CORNER OF BUILDING AS SHOWN HEREON. N/F x �� wJ - m - I - •y5 /. /;$'// 1G ELEVATON=41.86 AT&T CORPORAAON �`+ $ n ti _� u // Y��+ m l m w __b 1 / �1//�k• .[."b MIDDLESEX COUNTY REGISTRY OF DEEDS 2) ELEVATIONS REFER TO NA.V.D. 1988 PER ALLEN&MAJOR ASSOCLATES. �1.7�1 BOOK 13181 PAGE 991 3) CONTOUR INTERVAL EQUALS WE(i)FOOT. /// fig•p 5 BOOK 13413 PAGE 169 11 BOOK 1J801 PAGE 178 _=I��I ^ I M N M O u = yti1 / /// \V 9h 1gg 7,$1 BOOM 14161 PAGE 196 4) THE LY INFORAWKIN SHOWN S BASED ON BOTH q FIELD SURVEY AND PUNS'OF RECORD. +y THE LEGATIONS OF UNDERGROUND PIPES AND CONOURS H4Vf BEEN DETERMINED FROM BOOK 17117 PAGE 040 BOOK THE AFOREMENTIONED RECORD PLANS AND ARE APPl70X/MAIE ONLY. WE CANNOT J30 BOOK J088 PAGE 527 II Obi WN 0. \u.m / / �• / (,�/�' 8 PAGE 7 ASSUME RESPOAWBINY FOR DAMAGES INCURRED AS A RESULT OF U77LMES TIMT ARE OMITTED OR INACCURATELY SHOWON S4I0 RECORD PLANS,SINCE SUB-SURFACE i;Z� R"?q ubO `I-L -- y'ir/ ////�' G� BOOK 35502 PAGE 13 UOIIJRE$CANNOT BE WSIBLY VENIFIED.BEFORE PLANNING FUTURE CONNEC770NS,THE A 6"�I �- G / / / PROPER U71UTY ENGINEERING DEPAR/MENT SHOULD BE CONSULTED AND THE ACTUAL // PLAN N0.84B OF 1973 LOC4RON OF SUB-SURFACE STRUCTURES SHOULD BE DETERMINED IN THE FIELD,CALL, / PL N NO.1223 OF 1979 TOLL FREE, PLAN NO 156 OF 1980 THE DIG SATE CALL CENTER AT 1-888-344-7233 SEVENTY-OWE HOURS . 1 \. /5 k. / /b �// PLAN NO.824 OF 1986 PRIOR TO EXCAVATION. Ni 'o \u ; \yq0, ,/ /� /�.g PUN N0.570 OF 2001 1 5) THIS DOCUMENT IS AN INSTRUMENT OF SERWCE OF FELDMAN LAND SURVEYORS ISSUED PUN NO..841 OF 200 PLAN NO.1126 OF 2001 TO OUR CLIENT FOR PURPOSES RELATED DIRECTLY AND SOLELY TO FELD94N LAND SURVEYORS'SCOPE OF SERVICES UNDER CONTRACT i0 OUR CLIENT FOR THIS PROJECT, ANY USE OR REUSE OF THIS DOCUMENT FOR ANY REASON BY ANY PARTY FOR PURPOSES UNRELATED DIRECTLY AND SOLELY TO SAID CONTRACT SHALL BE AT THE USERS SOLE AND EXCLUSIVE RISK AND LABILITY,INCLUDING LMBILITY FOR WOLATION OF COP L=55.81'REC eG c� / ( g LAWS UNLESS WRITTEN CONSENT IS PROVIDED BY FELDMAN LAND SURVEYORS. AB4NDONEO URLT AND STORY GRAIN EASEMENT L=55.87'CALC. ` O�10�PREPEs d�Z ON ° k -0 h° g g 6 (BOOK 33524 PACE 140) -xn'GL BORING - 4� u ,9 ° ,Sk /�/ yh gk'05 1� ) SEE PLAN ENTITLED'ALTiI/ACSM LAND ME SURVEY,480(AKA.480-3)ARSENAL R=430.00' Wfu \v' hoe SA- e' V 19 0G g' SNEFT,W9TPR700 A14SS•,D47ED APRIL 14,2014,PREPARED BY FET0.11M LAND CH-BRG=S 29'08'18'E ,f9 dti ko // Y 0d/0�y� CH-L=55.84' \ m1` (� SURVEYORS,FOR A00 ONA E INFORM4 h N. 37 d5 } 9 / 7) RECORD WATER,SEWER AND OM WE INFORMA7ION NOT AVAILABLE AT T}WS ANE. y A} •r� / I/ 8) RECORD CABLE 7V INFORMA77ON NOT PLOTTABLE. (D WIDE STORM DRAIN GE 173NT ^q�ppppP 3' 1(I�� P /S� / \ (DEED BOOK 10035,PAGE 173)� ><12" ti3�% eG xx Ay � + jp sgl0 `• BORING 5.yp' 1_ / 3Y j J7.- — —. God e Qk'fL4311 ti f 55�9/ ♦PACE EAk-TUTS s.ec : c �tis coN�,�ev" SPNS(pN 141.G �,B ple'1 fPSP�'�31 P.V5,-eA1N 8 8'.. LP' 0.P Po OS � _ / 10 N" s5160� � \ .1 Gy SOS /NtlA o J S�gp 3'9 / G SEWER pWGOa ,ADO-mow, �.• p55:.. ... M H OL -...-10NOW PARKING SPAL ... ..CONCRETE WALL ENT-- - -ENRIANCE G DRAM 0 - 'DR40ELECVAANHORIC LNOL£ ® .... .DE�UOUS7RfE CRW' CONCRETE RETAINING WALL I_ ._.. .FOUND EXISTING CONDITIONS PLAN iIF. .....FIRST FLOOR ELEVATION FRB-.... .INVERT ELEVATION LOT 3 O TELEPHONE MANHOLE .... .GONIFERLus 7TT£E /1ADc INIACCE11"RE 48O (A.K.A. 480—,3) ARSENAL STREET �� -- � �H4NDIG4P RAMP L=.......LENGTH HYDRANT AMA' -'"' 'MULCH (CC' .-.,.LgNO COURT CASE N/F -'- NOW OR FORMERLY GP..,...GATE POST WATERTO WN, MASS. �.......WAT ER SHUT OFF NHS. .-. .NOT TO SCALE Q. .•.. .CURB RETURN 10 --...-LDAOW LXIL'K YP....-..GAS SHUT OFF NW. ....-NO VISIBLE PIPES B....•.-.BOTTON SRW .... .MULCH F SHRUBS ®. .CATCH 84SN OV.......OVER BC. ..•...BOTTOM OF CURB SRW. .... .STONE FETNNING WALL ®...•...ROUND C47CH BASIN FOR POW OF BEOINNING SO •...8/T.CONC BERM CRW- -. .CONCRETE RETAINING WALL F 'GUY WIRE R - -Maus OR RIM fLEWIRON BD BUILDING DIMENSION COL L- "COLUMN N FELDMAN LAND SURVEYORS APRIL 14, 2014 o LIGHT POLE ROC rEGnRD OR -,, .BUILDING HEIGHT ARIA E--EIIC Rc 112 SHAWMUT AVENUE PHONE.' (617)357-9740 �.......ucln POLE REr. .....RfraruNc OR BUILDING HE�cHr r Gas WALK LIGHT SB - S70NE SOUND DIT BITUMINOUS _ I or£NVEao wRfS BOSTON, MASS. 02118 www.feldmonsurveyors.com ELECTRIC HANDHOLE SGC' .. .SLOPED GRARRE CURB SK...•...64CK 1 SLIVER I CERTIFY FMT THIS PLAN IS BASED ON AN ACTUAL FT£LO SURVEY AND ONE -50-' 'SHUT OFF(UNKNOWN) SO.IT.: - :5OURE FEET BET= 8071OM ELEYABON L47EST RECORD PLANS DEEDS AND CERRIMATES OF RIIC C • -... 'BOLARD F.._...TOP BR. ..._ .BIKE RACK `W--WATER ■ ELD1111'1�7 -,K—X—FENCE 4•-... .SIGN 7BM' .... .TEMPORARY BENCH MARK B5. ..... .BOTTOM OF STEPS ■ oQ - PARKING MEEK 7C 70P OF CURB BW ..... BOTTOM OF WALL - - - - EDGE OF WOODS l A N 0 S U R V E Y 0 R S .CV •.. .LRRIGARON CONTROL VALVE TOLL. .... -TOP OF DEBRIS C41C......CAGINARD u u GUARD RALL -_ ®FA FIRE ALARM LO.P. - NIP OF PIPE G8 CONCRETE BOUND /�P 2/J//S 30 0 15 30 60 120 PN POST 1N06470R VALVE T.O.W. TOP OF WA7FR CC CONCRETE CURB r _= oP •. .POST TR- CENIERLINf OF TROUGH CH-BRG ...CHORD BEARING DATEo RD. .•. 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DF,A DF,] MENS IA EC-TEN I Revisions v o0 1 No. Date Descnotion By CLO AN U WOMENS,AVEST 2 ILI CO8 NWNCRErR IBTING 1 TE SLAB AT III - GRADE IIII I I I I I I I I WOMEN RAS ILI LOCKEF14 1 11 � dl I I I e e �rAIR I I I M S r I — — — ------------------- — — G iA ---- -----I E-78BIKES t SPAGNOLO LINE OF MEZZANINE ILI [I1I[I11[I11[I11ABOVE ' GISNESS & Associates,Inc. 200 high street Boston02110 aoc zs ,ma..h LOBBY 1 I asp ,c I'�csa- — arcn mm 1 - I WOMENS, — •� --,EN31C ' New""'G �I CONCRETE SLAB AT v GRADE D IF 9 UCANVEST, - PROJECT MDFiBDF1 yI NORTH NEW/EXISTING GCON RADEETE SLAB AT v � - CLO, AN, I II I III P.1 STAIR 2 .. �Iq�a j I I I LINE OF MEZZANINE II 1 1 ABOVE / Title Floor Plan-Level 1 " _-- r STAIRS - � 1 LINE OFCANTILEVERABOVE 0 20 40 Scale 1"=20' LINE OF CANTILEVER ABOVE 1 Date 2/10/2015 i �Y Drawn 1 2 4 5.5 5.6 6 112.51 12 KH/KO Checked 379'-0" SS Z Job No. Sheet 7.5 3627 A2.01. /� AB.oz. 6.5 A2.01. ®2014 Spagnolo Gisness 8 Assxlates Inc. _ A301. LINX 5 1 2 3.1 4 6 6.1 6.5 7.5 g 10 12 14 480 Arsenal St Suite 3 1 I I I P< Watertown, MA — — — — — — — — — — — — — — 1 1 STAR Revisions �1 1 WOMENS 2A v iDF X 1 �ROOF BELOW No Date Description BV 1 1 — I pF 2A AN 2i J"' MEN§IA '— — — I - o 1 OPEN TO BELOW I o•. GE 11 —��._�,f •.--.... .� I , ELEVATOR 11 STAIRBY2 } j .OPEN TO }} BELOW',1 I d . 'BiuDrE.7- s a' _ _ o - - I �I 1 SPAGNOLO 1 t Aso, GISNESS & Associates,Inc. - CRETE ,W CON _NE ' 1 SLAB ON DECK - o ^ ' NEW CONCRETE 200 high street r bosipn,rna 02110 w I + � - I ••--' �� { I SLAB ON DECK i.ee—,a l—sa-arcn mm _OPEN TO BELOW J — WOMENS? I ..:: •a^I. - �.' 1',I 1 I � � D :. a .�I I OPEN TO 1 BELOW :t •� I, t.�• I � • PROJECT — � - - - - - - � F NORTH - - I D D IIpPZB ANz MEn!ze 1 P.1 .g- SfA1R I d I 1 - - - - � Title — — — — Floor Plan-Level 2 I ° Stara - - / 0 20 40 I' r I I' ~~ ~' N.2 Scale 1"=20' � I — Date p 02/10/15 Drawn P.2 1 KH/KO 12. 12 p 5 8 � 1 PECK �/ 1 2 4 5.5 5.6 6 Checked 3n..o° SS u 2 Job No. Sheet 3627 7.5 A2.02. A3 02. 6.5 ` 0 2014 Spagnolo Gisness 8 Assxlates,Inc. A3.01. 5 1 2 3.1 4 6 6.1 6.5 7'5 LINX 8 10 12 14 I I I I I o1_ I I I I 480 Arsenal St �►=p���-�- - I Suite 3 I1 I I I I I I 1 I I I I I Watertown, MA III RTU-UNITA ,��11 I Revisions I tI 1 No. Date Description By 1 SKYLIGHT AT FLAT RPOF BELOW,TYPICAL 1 I ROOF BELOW IIr I I I I I I I I ROOF -- ACCESS — — — — HATCH I i - - - _ I I 1 RTU-UNITE I — FLAT ROOF BELOW,TYPICAL r 1 i I LO RTUUNI ON RAISED DU GEM GISNES GISNESS & f I DECORATIVE SCREEN;REF TO Associates,Inc. ` ELEVATIONS AND RENDERING 200 high M st eet I IO1 ,ma 02110 1 i asp aoa zc I..e...n— I I II I I RTU-UNIT C 1 I it PROJECT NORTH / rr rr i Y1 / IIRTU-UNIT B 1 ITitle Roof I � � P.1 0 o I I j 0 20 40 � 1 i Scale 20•-0 1 Date 2/10/15 P.2 Drawn 6 1 2 4 5.5 5.6 6 12 14 Checked SS 2 1 Job No. Sheet 8 7.5 3627 /� A302 6.5 PO.03. � ®2014 SM.01a clsneu a nssaclzres,I- . A3.04 PARKING SPACES BELOW RAMP L I N X 2 T////36'-O" I� A 480 Arsenal St Suite C DECORATIVE SCREENS FASTENED TO PRECAST,TYPICAL RAMP,(�P (REFER TG LEVEL2 � ���� �� � FOR PARKING SPACES) \ _JI �� Watertown, MA Im I I I 2a 6 I Revisions DRIVE AISLE No. Date Description By OW TVP a y TRAFFIC FLOW DIRECTION 1 UP L _ $ I& Lll 1 J —_ DECORATIVE SCREENS ' FASTENED TO PRECAST,TYPICAL �A304. —� CLevel 1 - Garage 1 1"—20'-0" ' SPAGNOLO GISNESS& a` Associates,Inc. A3.oa 200 high street I boston,me 02110 t 61]44306801161]44306881e9a-amM1 com 2 36-0 36-0 36-0 / 36-0 � 364 4I � fl Tic-2�,- 7- 1 T I m T � REFER TO _LEVEL 1 FOR III to PARKING AT _ ` ROMP nN Tfl l PVPI 1 THIS AREA— I / m ETitle -j 24'-0- D Plans-Garage 3.04.A 3 E o 0 I --- ---- —— — - — — —�-- C Scale 1 _20 Date 2110/15 Drawn �A3- DP Checked ss vel 2 - Garage J03 65.00 sheet "-20,-0„ A2.04. ®2013 sPaaamo-eau a As:ov—,m�. LINX 480 Arsenal St Suite 3 Q Q Q Q Q Q Watertown, MA Q I I I I I C.5 I I I I I I I I I I Revisions GLAZING ROOF SCREEN GLAZING METAL PANEL DECORATIVE SCREEN No. Date Description By [ H h Bay 33'-2 1/2" Low Bay_ « I w 23'-2 1/2" Level2 _ 16'_6" Mezzanine t �.?Vel I _ r. ar,►..,.. ENTRANCE CEast Elevation. 1/16"_1'-0" SPAGNOLO it, GISNESS & Associates,Inc. 200 high street I boston,ma 02110 L05]300-01..g...h— GLAZING METAL PANEL GLAZING DECORITIVE METAL PANEL ROOF SCREEN SCREEN ii High Be 33' Title I -21/y ti Exterior East& ' Low Ba ' North Elevations. 3 1/2 i { J1I 1 j. Lev n 1 - Level Level lM11zanine IIIU 0" 0" ENTRANCE E North Elevation. scale `R 1/16"=1'-0" Date 02/05/15 Drawn Author Checked Checker Job No. Sheet 3627 A3.01. . ®2014 Spagnolo Gisness 8 Associates,Inc. LINX 480 Arsenal St Suite 3 Y IY Y IY IY Watertown, MA Revisions METAL PANEL GLAZING ROOF SCREEN GLAZING DECORATIVE METAL PANEL ROOF SCREEN SCREEN No. Date Description B -� - - — - - ---— - 33�h Bay n — IT I I r i 16'Level2 +It Level 0' OWest Elevation. 1/16"=1'-0" . SPAGNOLO GISNESS & Associates,Inc. 200 high street I boston,me 02110 1 2 4 6 8 10 12 14 I _ METAL PANEL ROOF SCREEN OVERHEAD �-DECORATIVE GLAZING METAL PANEL ROOF SCREEN METAL PANEL DOORS SCREEN High Bad Title ' _ t , •- I'! - �� Low Ba Exterior West& „ 23'-21/ South Elevations. 40 Meuanine Level 1 Level 1 0" 0" ENTRANCE C South Elevation. 2 1/16"=1'-0" Scale Date 02/06/15 Drawn DP Checked Checker Job No. Sheet 3627 A3.02. ®2—SMe .Io Gisn—8 Assxl—,Inc. . 1 2 3 4 5 6 7 LYNX GLAZING AT STAIR ENCLOSURE T DECORATIVE ECORAT IVE SCREENS FASTENED TO zStair It0;os., _ _ _ 480 Arsenal St Suite C I Leve0l2 N — — — - — — — — — — — — — — — — — 11'- " IWatertown, MA Level 1_ OElevation - Garage South 1"=10'-o" Revisions No, Date Description Bv GARAGE RAMP FROM DECORATIVE SCREENS FASTENED LEVEL 1 TO LEVEL 2 TO PRECAST BEYOND,TYPICAL I I I I I I I Level - - i r 1 I I Level 1 0' CElevation - Garage North (East ) GLAZING AT STAIR ENCLOSURE .' SPAGNOLO GISNESS& DECORATE SCREENS FASTENED Associates,Inc. GARAGE RAMP FRO TO PRECAST,TYPICAL 200 high street hOstol,me 02110 LEVEL I TO LEVEL C $ If T. t et7aaa Delta I t 617 aaa om l 1 aea•arcn mm l� I I I 23'- � Level 2 4 I' 't 4 GARAGE ENTRY qLevel1_, .I 0 ®Elevation - Garage West Tale 1/8"=1'-0" Elevations- Garage PRECAST SPANDREL TYPICAL I I t� 0 8 16 x Level2 1T_0„ Scale Date n GARAGE ENTRY GARAGE ENTRY 2110/15 Drawn Level1 _ _ DP Checked ss Elevation - Garage- East ,i03565.00 Sheet a ®2013 Spag1111 mess Gates,Inc LINX 1 2 4 6 8 10 12 14 I I I I I I I I 480 Arsenal St Suite 3 I I I I I I I I 51'-0" 51.-0" 51'-0' J 51'-0" 51.-0" 51,-0"r Watertown, MA `\ I l `v `v ill it Revisions I I \ \ IU II \ \ III No. Date Description By I I I I I \ \ II I I \\ \ \\ Il v v v EXTERIOR CANOPY TO BE REMOVED J. EXTERIOR WALLS AT PERIMETER OF BUILDING TO BE REMOVED:SELECTIVE \ \ I,�_._._._ _._ _._ _. e DEMOLITION OF EXTERIOR COLUMNS I Jill 4 SPAGNOLO GISNESS & Associates,Inc. 200 high street I boston,ma 02110 Las7aoazsml.es...n— \ I LI I \\ \ I I III — — --— ------ p r== I III � \ 11 Vi II � 11 \ Il IV II � II I I II lV I� — — — —— — \ u 1 — — IL 11 a 11 ili — — — — --�i - \\\l \ .u `\.. r 1 T till -----------------------� — ----- - — --- — Title Level 1 - r71I I I I r� r11I I r11I I rllI I r11I I r_I I II Demolition I r©1 —J I I 0 ALL INTERIOR PARTITIONS TO BE REMOVED FROM FROM FLOOR TO ROOF,TYPICAL I I i CONCRETE LOADING P G MID-BAY COLUMNS AT DOCK TO BE REMOVED EXTERIOR WALL TO I, REMOVED,TYPICAL 0 20 40 I II Scale 20 �------------------- ------------- -------� Date s/1S EXISTING STRUCTURAL COLUMNS WITHIN THIS AREA TO BE REMOVED Drawn 1 2 4 6 8 10 12 14 KH/KO Checked EXISTING WALL/PARTITION TO BE REMOVED SS Job No. Sheet 3627 D2.01. ®2014 Spagnolo Gisness 8 Associates,Inc. 1 2 4 6 8 10 12 14 LI NX II I I I I I I I 480 Arsenal St Suite 3 51'-0" 51'-0" 51'-0" 51'-0" 51'-0" 51'-0" 51'-0" r Watertown, MA �I " I 1 I Revisions 11 No. Date Description By I e hl I - \ - u I I I I I It �' SPAGN0L0 GISNESS & Associates,Inc. 200 high street I IOIboston,ma 02110 las ]3oa Mz6f01.,.,.9a-amn— I I I I I I I II �I/1I II II I I II I I I I I II ml � II /yl II I I d I I — . ----------------- 1------------- �N Title Level --- -- - - - - - - - --� Demolition CANOPY I I I I I I I 1 I I CANOPY AT LOADING DOCK BELOW TO BE REMOVED 0 20 40 EXISTING ROOF TO BE REMOVED:EXISTING STRUCTURAL FRAMING AND COLUMNS TO REMAIN Scale V=20' Date ® EXISTING ROOF.STRUCTURAL FRAMING AND 2/10/2015 STRUCTURAL COLUMNS TO BE REMOVED Drawn 1 2 4 6 8 10 12 14 KH/KO Checked 2 SS Job No. Sheet g Roof Demolition Scope Legend 3627 11/2"=1'-1)" EXISTING HIGH BAY EXISTING LOW BAY D2.03. ®2014 SMe .Io Glan—8 Assxl—,Inc. a LINX 480 Arsenal St Suite 3 5 3.1 6 6. 7.5 '5 8 10 12 14 .5 3.1 6 6.1 6-7•5 8 10 12 14 Watertown, MA A.2 � T�-1—_ �I ��_T�-1—_ Revisions II II— — — — — — — No. Date Description By STaR1 I I I 4 EXI1 1 11 �— I I EXITS I �I �— ROOF L I L I I L Iy >—>� ',OPEN TO ,BELOW—11 it SfAIR4 RIDG -- E.5 — — E.5 BELOW P r�T-----�—� I I I BRIDGE 4, I I I W I — — � _ I— _ — � — — � — — — � IIIIIIIIIIIIIIIIIIIIIIIII , --— I II G.5 I I G.5 _ I I SPAGNM �� — — — — — —I �— — _ I— _ — I �� — — — �L — —I — ��� — — I GISN ESS & —OPEN TO J I J I — — �1 Associates,Inc. III BELOW 111—' — II 200 high street I Boston,ma 02110 —7-2c,01w ...h— ' OPENTO EU - - - - BELOW— —. 1 '� EXIT 2 I I EXIT II JL BTAIRY i I I I —I_ EXITS' N.1 I �r,}/`—— N.1 _ II II tair3 Title P 2 / ' Level 1 &Level 2 Egress Plans 6 1 2 4 5•5'6�6 6 P 2 6.5 7.5 1� 12 .6 1 2 4 5.5 5.6 6 8 12.51 12 14 6.5 7.5 CLevel 1 Egress Level 2 Egress 0 30 60 Scale V=30' Date 02n0ns Drawn KH Checked ss Job No. Sheet 3627 G1.1. 0 2014 SM.111 Gisness&A—l—,Inc. HIgden o lighting design ew york I San francisco I IDS angeles I boston 233 Lewis Wharf Boston MA 02110 1617.229.5190 1 www.HLBlighting.com PARKING GARAGE;REFER TOLINX 480 DETAIL 2/SL-1 FOR GARAGE UPPER '`�IIIIIIIIIIIIII DECK CALCULATION VALUES. ESTOP Arsenal St. _EX4A_ .EX4A ,EX4A - rI ":' - .EX4 '�' -EX8I,.Y. -EX8 Watertown, MA EX8 n EX8 EX4A ., - EX EX1 4 P s� e ° � T II-I � � flll1l � , -- - X6 EX1" _ }I F ,EX1 .EX8, °. EXL x ,.. °. EX8I - NORTHEAST ENTRANCE EX6 EX4A/ - PLAZA -X6 'EX8 X4 EX6 EX6' °EX1 _ :EXI L EX1 EX1.. EX9: .. e e oea 2 WEST PLAZA C IEx7 x46 t NOT FOR EX4B 'EX4E' GX4B a EX7A :[--:X7A IEX7A CONSTRUCTION PARKING LOT 2 - - - - - - EX2 EX3 EX2 EX1EX1 " X4B EX2EX2" EX2 EX4 -EXciE1 Exact. - GARAGE UPPER DECK LIGHTING PLAN X U. 2 EX6 E"Xi 6 EX2' ` :.5Xj EX3 _I _x1 EX3! :EX2 EX4A EXI, X5 NO. ISSUE DATE REVIEWED BY REVISION ------ EX ;EX�' X2 'EX- - EX1 I ,E 2 X3,% EX1' 2 E 2 2 IEX7B EX7E3 EX3, Illuminance calculations Disclaimer: -- 2 EX3EX Illuminance or luminance calculations are for lighting design aid purposes only.All calculations performed Exj' by Horton Lees Brogden L ghtmg Design have been based on IESNA standards,lighting manufacturers data Ex1 EX2' and good practice.Some differences be ween measured values and calculated results may occur due to tol ' .fM EX2 calculation methods,testing procedures,component performance,measurement techniques and EX4 - 'EX3 E=x2.'EX2 field cond bons such as voltage and temperature vacations Inputdata used to generate the calculations such,,room dimensions,reflectances,furniture and architectural elements significantly affect the lighting EXd ,,EX3; .2 SOUTH ENTRANCE PLAZA calculations lithe realenvironni conditions do not match the input data,difference, ill Occur bet-EN, ..• X7B measured values and calculated oalues. EX2.•.EX1:,.. IEX7 BEX7 Label Calc Type Units Avg Max Min Avg/Min Max/Min PARKING LOT 1 - - - - 1 'i _ EX2 Parking Lot 1 Illuminance Fc 0.86 3.80 0.20 4.30 19.00 EX2 Parking Lot 2 Illuminance Fc 0.72 2.10 0.20 3.60 10.50 EX4 _EX7B Northeast Entrance Plaza Illuminance Fc 0.88 2.20 0.10 8.80 22.00 PROJECT NAME West Plaza Illuminance Fc 3.06 10.90 0.70 4.37 15.57 LINX LINE South Entrance Plaza Illuminance Fc 2.47 13.20 0.10 24.70 132.00 DELINEATES EX7 EX2 Parking Garage Upper Deck Illuminance Fc 0.66 1.80 0.10 6.60 18.00 480 Arsenal St. I CALCULATION Parking Garage Illuminance Fc 0.86 2.70 0.10 8.80 27.00 ZONE,TYPICAL BEX7 EX4 Suite 3 Label Description Catalog Number Mtg.Height Lum.Lumens LDD LLD BF TITLE EX4 IEX1 Bega-8994P Light Column" 8994P-FINISH Ground 58001ms 0.800 0.950 0.870 EX2 Erco"Midipoll Bollard" 33316.00-FINISH Ground 8001ms 0.800 0.700 1.000 Site Lighting Plan E%3 Aion"4000 Series W R" 4024-30-WR 0.5 ft 279 Ims/ft 0.800 0.700 1.000 Calculation EX4 Gardco"Pureform LED" P21-Ai-1-4-SOLA-WW-UNV-FINISH-EHHS-TL 18 ft 7,5881ms 0.800 0.700 1.000 EX4- - - - - - I IEX7 EX4A Gardco"Pureform LED" P21-A1-1-3-8OLA-WW-UNV-FINISH-EHHS-TL 18 ft 7,6601ms 0,800 0.700 1.000 E%48 Gardco"Pureform LED" P21-AS-1-2-80LA-WW-UNV-FINISH-EHHS-TL 18 ft 7,6561ms 0.800 0.700 1.000 �EXS Bega"3341LED" 3341LED.537-FINISH 9ft 4191ms 0.800 0.700 1.000 PROJECT NUMBER E%6 Bega"2360LED" 2360LED-FINISH 9 ft 6671ms 0.800 0.700 1.000 #15020.00 L I EX7 Gardco"Pureform LED" P21-Ai-2-4-SOLA-WW-UNV-FINISH-TL 18 ft 7,5881ms 0.800 0.700 1.000 EX7A Gardco"Pureform LED" P21-A1-2-4-90LA-WW-UNV-FINISH-TL Varies 9,2861ms 0.800 0.700 1.000 SCALE x46 E%7B Gardco"Pureform LED" P21-AS-2-2(FirstHeod)4(SecondHeod)-80LA- 18ft 7656115 0.800 0.700 1.000 1"=501 WW-UNV-FINISH-TL 7:5881ms EX8 McGraw-Edison"TopTier LED" TT-AI-LED-El-WQ-MOUNTING-FINISH-8030-SG 11 ft 3,421 Ims 0.800 0.700 1.000 DATE ISSUED 10 February 2015 ( 1 SITE LIGHTING PLAN R,=at„as0 ARSENAL ROAD nNA-15 a ao,DWGsLNmNerAD,lsouL nNXSm.1 ING I,wG SL- 1 1 I 2 __I 3 I 4 I 5 CLIENT . - /��? '$t3YL5'ILdN P7tQP$R1TGti 800 BOYLSTON STREET SUITE D BOSTON38 MA 02199 D (617)262-4646 MATCH LINE MATCH LINE i, MATCH LINE LORED CONCRETE BAN .n�, - x M is LINE �a«•«w"°m �c« O I 2 3 c"Tom,a el cRocP PP 2 / 2 OC NS CON ET ALK NS AR 6 4 3 BP ARcc 3 OCCE CONCRETE PAD COURT 3 SCREEN FENCING -- _ �'i - PATIO BP JC NS I " NO. PATE DESCRIPTION PP I WOOD BOARDWALK BRIDGE ISSUES a' 3 CONNECTION TO BIKE PATH TO BE QC 3 COORDINATED WITH DCR BP NS AR ?SS AR PROPOSED WATER QUALITY/ C INFILTRATION SWALE y— C 3 4 NOT FOR CONSTRUCTION BP 2 QC WOOD BOARDWALK BRIDGE N I CONNECTION TO BIKE PATH TO BE 3 1I 11 COORDINATED WITH DCR AR' 1 NS' PLANTING LEGEND O EXISTING TREE TO REMAIN - - BEAL 0 A, 00 DECIDUOUS TREE 2 AR -_ FLOWERING TREE a 2 -V EVERGREEN TREE 41 I r 2 SHRUB PLANTING • B_ I B I '�•' / LOAM AND SEED t g cAr�sfi�l' BIORETENTION NO MOW FESCUE BIORETENTION NEW ENGLAND WET MIX ao o to ao so TYP. y� PLANTING SCHEDULE °' � C" I R Johnson A....l—s I., L ryeo \ landscape architects b' / SYM QTY BOTANICAL NAME COMMON NAME SIZE ROOT COMMENTS I PRIME CONSULTANT DECIDUOUS TREES 6 AR Acer rubrum 'October Glory' RED MAPLE 3"-3 1/2'CAL. B&B HEAVY SPECIMEN; SPRING DUG ONLY I �yv QC Quercus coccinea SCARLET OAK 3"-3 1/2'CAL, B&B HEAVY SPECIMEN; SPRING DUG ONLY I LL r BP Betula populifolia GRAY BIRCH 3"-3 1/2"CAL B&B HEAVY SPECIMEN;SPRING DUG ONLY I NS Nyssa sylvatica BLACK GUM 3"-3 1/2"CAL B&B HEAVY SPECIMEN; SPRING DUG ONLY / \ I PRO ECT TITLE FLOWERING TREES I AA Amelanchier arborea DOWNY SERVICEBERRY 8'-10' HT. B&B MULTI—STEM, SPRING DUG ONLY 480 SUITE 3 I CC Cercis canadensis EASTERN REDBUD 3"-3 1/2"CAL. B&B SPECIMEN; SPRING DUG ONLY ARSENAL 51 (EVERGREEN TREES I JC Juniperus chinensis 'Keteleeri' CHINESE JUNIPER 8'-10' HT. B&B HEAVY SPECIMEN FULL TO BASE PROJECT NO: 2014-167 PP Picea pungens BLUE SPRUCE 8'-10' HT. B&B HEAVY SPECIMEN FULL TO BASE I DRAWN BY: CDTR — ISHRUBS J CHWD BY: SW CS Comus Sedcea 'Kelsevi KELSEY REDTWIG DOGWOOD 24"-36"HT. A SCALE: 'I"=30'-0" IG Ilex olabra 'Shamrock' INKBERRY 24"-36"HT. I DATE: 02-10 15 FG Fothergillo gardens DWARF WITCH ALDER 24"-36"HT. SHEETTITLE VD Viburnum dentatum 'Little Joe' ARROWWOOD VIBURNUM 36"-48"HT. LANDSCAPE I BIORETENTION GRASSES Nf�f Prairie Nursery No Mow Seed Mix See Specification I PLAN WM New England Wet Mix See Specification FOR PLANTING AND LANDSCAPE NOTES SEE L-1B EET NUMBER REV: ry LA A - 1 I 2 I 3 I 4 I 5 LL tea, _ _ I 4 — -- ---�s - y _ CLIENT — •�-� — -_— - 'F �J __ __ CONCRETE WALK SCREEN 1 FILTERRA BIORETENTION 1 FiLTERRA BIORETENTION -- -- Boi LsToN FRopEpT165 FENCING,TYP. QC SYSTEM OR APPROVED SCREENAR FENCING, 2 �— QUAL.(SY ———— Typ �C YSTEM OR VED 1 1 e00 BOYLSTorr STREET 2 A \ \ �\ TY A s0ST 1390 D D (517)262-4sisee �?\ 1 3� 3 1 1 1 2 1 NS CC 2 2 € 2 BP — AA 'I CC CC AR INS PP - AR 1 i JC AR !z _ fJ' I I I J GATE DESCRIPTION AR 0 r-eepecEn �a � � Issues ,cnln-T.�:�clu�r o _ BIKE RACK 3 LAWN,TYP �� � � () r COLORED CONCRETE - ,I �F BP ! 2 FhJ15'tif` I 1'� CONCRETE WALK BANDS _ Y` ' ti AR c AA 1 — 1AA AT{ / NOT FOR CONSTRUCTION AR BENCH WITH / INTEGRAL LIGHTING PLAZA BP 3 NORTH ENTRANCE �\ CC / / 2 NS CONCRETE WALK - SEAS — AR W006 DECKING AA - r-- WEST COURTYARD / a I; 2 AA P'R BIKE RACK(5) 2 P I MAINlSOUTH ENTRANCE I B - BENCHES WITH INTEGRAL € COLORED CONCRETE _ _ _ _ B k.soe Pei t�� BANDS LIGHTING,TYP. e a BP CC 1 —� . 6 1 suBcousuLTaNr a AA CC AA CC { 3 NS AR 30 0 15 3D 50 C—I R Jeh;r•awdv-Inc BENCHES WITH INTEGRAL Iendscoarch Erects -� LIGHTING TYP. q AR AA ��' �/ CRAPHIC SCALE IN FEE( PSIMEcorvsuETaNT 2 v - - _ - BP > 2 MATCH LINE ��=i NS MATCH LINE — MATCH LINE MATCH LINE PMECTTITLE J 480 SUITE 3 ARSENAL JI LANDSCAPE NOTES PLANTING MAINTENANCE NOTES PRD ecTHo 2014 1s7 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS 5. ALL TREES SHALL BE BALLED AND BURLAPPED,UNLESS 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND THE DRAwru eY: CDTR SHOWN ON THE PLANS FOR FIELD AND APPROVAL BY THE OTHERWISE NOTED IN THE DRAWINGS FOR SPECIFICATION, SPECIFICATION OF THE"AMERICAN STANDARDS FOR PLANTINGS.NO IRRIGATION IS PROPOSED FOR THIS SITE.THE CONTRACTOR SHALL SUPPLY rHI BY. 5W ' LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. OR APPROVED BY THE OWNER'S REPRESENTATIVE. NURSERY STOCK"BY THE AMERICAN ASSOCIATION OF SUPPLEMENTAL WATERING FOR NEW LAWNS AND PLANTINGS DURING THE ONE YEAR PLANT A 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS NURSERYMEN AND CONTRACT DOCUMENTS. GUARANTEE PERIOD. A scALe 1"=30'-0" GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS GRAPHICALLY SHOWN ON THE PLAN.THIS NUMBER SHALL 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR AND EQUIPMENT FOR THE COMPLETE DATE: 02-10-15 REPRESENTATIVE ON CONFLICTS. TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY YEAR FOLLOWING OF FINAL ACCEPTANCE. LANDSCAPE MAINTENANCE WORK.WATER SHALL BE PROVIDED BUY THE CONTRACTOR. SHEET TITLE 3. NO PLANT MATERIAL HALL BE INSTALLED UNTIL ALL GRADING BETWEEN QUANTIT#ES SHOWN ON THE PLANT LIST AND ON 10. AREAS DESIGNATED"LOAM AND SEED"SHALL RECEIVE 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON,WHEN NATURAL RAINFALL LANDSCAPE AND CONSTRUCTION HAS BEEN COMPLETED IN THE THE PLAN.THE CONTRACTOR SHALL REPORT AND MINIMUM 6"OF LOAM AND SPECIFIED SEED MIX.LAWNS IS BELOW ONE INCH PER WEEK, a IMMEDIATE AREA.CONTRACTOR SHALL NOTIFY OWNERS DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN OVER 2:1 SLOPE SHALL BE PROTECTED WITH EROSION 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL REPRESENTATIVE OF ANY CONFLICT. ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. CONTROL FABRIC, IN THE ROOT ZONE OF EACH PLANT. PLAN m€ 4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON 5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR INSTALLED UNDER ALL TREES AND SHRUBS,AND IN ALL BY THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING CONTRACT DOCUMENTS SHALL BE LOAM AND SEEDED OR GUARANTEE PERIOD.CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE FACILITY PLANTING BEDS,UNLESS OTHERWISE INDICATED ON THE BY THE OWNERS REPRESENTATIVE. MULCHED AS DIRECTED BY OWNER'S REPRESENTATIVE. MAINTENANCE STAFF AT THAT TIME. SHEET N—BER REm PLANS,oRAS DIRECTED Bv OWNERS REPRESENTATIVE, FOR PLANTING LEGEND AND SCHEDULE SEE L-1A L-1 B 1 2 { 3 4 I 5 LL 1 1 2 I 3 4 CLIENT ­LACSURROUNDING NDINOOT BALL E ABOVE SURROUNDING GRADE II 3-DEPTH MULCH(PULL BACK AWAY FROM BASE OF SHRUB) BOT"LSToN PROPERTIES EXCAVATE SHRUB BED TO 500€O 9 D 70N S7REET REQUIRE DEPTH AND BACKFILL 0 WITH APPROVED LOAM. BOStON,MA 2199 D (Bn)2e2-4646 � i z - COPYRFGVfT - _ M=e:,cjaw-ncesr-N:ai brain a:µsea,ler;ran xuinuzae ROLL BURLAP BACK FROM TOP 1/3 m`N OF ROCTBALL BEFORE BACKFILUNG. UNTIE ROPE FROM TRUNK _- �_� PLANTING SOIL AS SPECIFIC +=ate�R r,,uraN.�.aa .`°'°I�' n a• i— I=� 1—I .I i—'• - (---F, PLACE ROOTBALL ON UNDISTURBED EARTH OR COMPACTED SUBGRADE NO DATE 6ESCRIPT30N SSUES CSHRUB BED PLANTING TREE PLANTING SCALE: NTS 10 SCALE: NTS C "WALLS LOCATED ALONG RADIUS SEE C LAYOUT PLAN FOR WALL LOCATIONS � 10" D1A. CONCRETE FOOTING BELOW NOT FOR CONSTRUCTION 3'X3" HOLLOW ALUMINUM POST,TYP. N 5£ I. 3' X }' HOLLOW ALUMINUM SLAT, PLAN TYR VERIFY FINAL WIDTH IN FIELD AND 3" HOLLOW ALUMINUM SLAT, IN BACK PROVIDE SHOP DRAWINGS s k-- / OF POST,TYP. :ems �-z � ref 2'"6• 2r$, sEaL e 3"X3'r HOLLOW ALUMINUM POST, TYP. 0 F OF BIKE a OF BIKE c OF BIKE -. -- I RACK kr RACK RACK 44 N- ""- = BIKE RACK TYPICAL SPACING 3" HOLLOW ALUMINUM SLAT, IN , — �� FRONT OF POST,TYP. 3 POLYURETHANE �,��6 COVER d t � I �- ,I � 6U&CONSNLTANT - _ I r4 Carol B Johnson AsaeLiale,In< �CAST ALUMINUM BASE — PaiwEwrrSu NT F � / � "," —FINISHEDGRAOE; �— FINISHED GRADE;SEE 3 - - ;.. ,"-_ � � � � SEE PLANS � � PLANS i Y FINISH GRADE D"6 _ PRWEOT TITLE r GALVANIZED STEEL 480 SUITE 3 - TUBING ARSENAL e z 2'x2'x 1/2"THICK 8 PROJECT NO 2014-167 .Y Asa STEEL BASE PLATE zso. FRONT ELEVATION SIDE ELEVATION NOTE: DRAWNBY CD TR FRONT ELEVATION SECTION 1.CORE DRILL 1•14"DIA.HOLE ctiKoav_ SW 6414'DEEP AND SET BIKE RACKEp A WITH NON-SHRINK EPDXY GROUT q SCALE SEE DETAIL DATE 02-10-15 BOTTOM PLAN sNEErrIrPE SITE DETAILS C SCREEN FENCING KEY BIKE RACK ry SCALE: NTS C s"CE NBM6EB REv: SCALE: NTS 1 L-2 2 3 4 5 LL ! CAPPfON 'I -'79...,•. 'A.'. 0 .. �'12. o ea• -� x' .'N G'PI Y�i 'a •."CA .r C I N 4 P� Fvl,,N 1 i 1 I a •m ;r�uvasz€ �x+s�Mva: uaa:m:�z :awarm�a wag ca:�av �n '01 Al 5 _ O 1 5 � I 8 5 WELL 6 15 '" i-� 78'D(FROM DESOV PLANS) W. L.- '.- ..'':i::'- -..-• .•;.�e;..','.se _ V ,;.•.., EXISTING WATERTOWN GREENWAY .. -.,• ' a�'.;': �.�.•• ''�' xs � BIKE PATH f (DRAIN LINES) " .. '.BQR�67r : •' J`d. 'b_. _ •.�.•.•. •°'�. DECLARATION OF EASEMENTS N _ AND MAINTENANCE OBLIG47TONS (DEED BOOK 34045 PAGE 591) J8 r''-n .,� �5 ryj•`h PROPOSED WATER DA1x (FROM DESIGN PLANS) .�9. •.• SWALRYIfNFlLTRATION j0 'R.Iyyyyy�5 .;, a 6.,::..:-. �.,�. ...',�.j .' "•-•-•' '� �h��� 2�T°S SWALE 8'WOOD FENCE :'-;'''.:.a z EXISTING SUBSURFACE DETENTION '-`6� .U'�'•', '. AREA TAKEN FROM DESIGN PUNS . :a.', "•'.'•jj 'n{ ••. L � Ls DATED 9-21-2000. CONTRACTOR TO ��p�-n .•;•'J•; •.'mr,.'•'.'•".:?•'.'-':' ".'';•:'.. •. G� / r \ FIELD VERIFY PRIOR TO START OF 'i.t- M ;'.;.{•r �'. / / w CONSTRUCTON AND NOTIFY ENGINEER 35 / \ OF SIZE AND CONFIGURATION. \ e..''-:'�'.F'-'' '. \ \ '34" ''•'.'• .'',{.',._.',-. .'••% ''.' '. .'•'.ti��%y '' 8 INSTALL FILTER BAGS IN ALL E(STINC CATCH \ I•'.'.' •.' 34. BASINS AND MAINTAIN THROUGHOUT CONSTRUCTION/ / -S \ •' �•'••' (SEE DETAIL ON DRAWING C-5)(TYP.) // \ .' •:;.;GOB.•..'.',•. / 1 Sam: IN OF klgS Z PR� ',•'.Q1S 't / ` o��JONN J. Sgnic \ ABANDONED UTILITY AND STORM DRAIN EASEMENT = '•' - .� OF / a 6TOY l o ML ` \ (BOOK 33524 PAGE 140) ,�". �..:.:• '.•:••,;'.•''.•': �e1@5 11/ \ �� - EL=33'� 7�{2 py '•'.'•'.' .' lR' / � 9 k nz1oT o d \ 0'WIDE STORM DRAIN EASEMENT 1 / (DEED BOOK 10035, PAGE \ UTILITY EASEMENT {�fix I I 1 c� .` -d ` ah y AND�MNMTAIN THRROUGHOUT CCONSTFENCE CI10N. Designed SPG (DEED BOOK 14161 I frmDW DESIGN PUNS) I;F /' (SEE DETAIL ON C-5)(TIP.) Drawn by:by., KPM \ PAGE 196J �' I o°) •'` Oked by: RAYS 0�� I Iz . lryti Qry G�h til 011/WATER SEPARATOR? / sca e 1 3 ) Data; 02/10/2015 _ 0 CONSTRUCTION ENTRANCE TO BE UMITS OF -:y / MAINTAINED TFIROUGHDU7 CONSTRUCTON.PAVE P:e ratl for OURMT CONTROL SiRUC7URf SAWCUTT ENTLINE 3u,j 'SO (SEE DETAIL ON C-5)(TYP.) (FROM DESIGN Puns)---� I .� W / RW 1 _ %6 PARl4BLF I OQ�8 / —— _ — — —D�IN'4GE ANO 018 A'ELOCq I w aD' �� BOYLSTON PROPER; (BOOK 3P L2FER EgSEM R \ A 0 ��P000 / soo eoitisro'rFa ��,�1 II�a® _ qp) \ / G01O�E, / BOST 5390 / \ (617)AMA 02199 � (817)282-4848 � SRRUL'7i/RE �c,�,)•51 / / rc SANITARY SEWER AND STORM DRAINS by., ` CROSSING THE PREMISES t 0 (PLAN N0.848 OR 1973) \ R' Rh'L is O�tFO•y5 / RJo CONNELL LEG ND &CIVIL EN EGINEEE S,SURVEYORS g �ORQO��ON 2 q 0I EV57M X �OFFO // 8 MONTVAND PLANNERS 80 MONTVALE AVE C R�q\ \, \\yG APPROXIMATE LIMITS OF EXISTNG BUILDING TO BE STONEHAM.MA 02180 - •IfyS /O'�,� EXISTING WA TE TOWN GREENWAY ® MODIFIED(BY OWNER).SUB AND STRUCTURAL PHONE:781-279-0180 BIKE PATH FRAME TO REMAIN.SEE ARCHITECTURAL DRAWINGS, FAX:781-279-0173 wL/wATER sEnARATDn? 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MATCH LINE �v's MATCH LINE mXl,c 6 .35 TC=39.00 �8/ �m�.� 39.60 �4. O p '1y 'J Qp � 40.90 ~ ACCESS MH "! R-3 S u 9 - ACCESS/MH BORiZ5 I ` R=3 INV 30.5D 7/2f1 36.53 36. 07ry WELL 6 \ \38 yw 6.13 '27 , "q1 948 Rli®POSED SUBSURFACE / // 18-D(FROM DESIGN PUNS) _�r"„ 31 gN HAT$ON SYSTEM NO.9 z 24 w OF 3 CMP RCS-� r', INVERT PIPE=30.60 s BC=37 N .5o m u // /,16 0 8 T/WEIR=33.40 - A=30.50 PpBORiyEO (DRAIN LINES) ( DECLARATION OF EASEMENTS II ` u`(A %y 3fi. E INV=31.2G, `;' R�H7.80 AND MAINTENANCE OBLIGATIONS m 31.65 y, f H=3/.55 (DEED BOOK 34045 PAGE 591) p rW A/ \ ACCESS MH f MH .INV-30.50 q74 � PROPOSED WATER DWI X ` cN� ^ 6 / SWALftt/INFlLTRAIION _ (FROV OEsrcN r'IANs) B q r,R. a.29 �f\ -� �' SCALE BOT=27.3 ,r\w-� u / D 8'WOOD FENCE \�''R-35. e2� 75-WTS- R=35�.20MH n h' E%I D {7RFADE DElENRON,_-. n9 E3 R=35.30MH ( DE di PUNS) _ A=27.50 - i :I 4OX106'PROPOSED 'ie 36 � 8=27.40(EXISQ {' "- + SUBSURFACE INFILTRATION \ \ \ SYSTEM NO.4 I 35.48 118 ROWS OF IT CMP 35 \ INVERT OF PIPE=8080 ESHOW=-2d0 ,i/s=36. EXISTING SUBSURFACE DETENTION- -\ AREA TAKEN FROM DESIGN PLANS - ` i; A ®)) �_ 1•• 9///�/ CB-1z/SEE DETAILI!DWG.C DATED 9-25-200G CONTRACTOR"PO I \ I OCS-4 - 6 I'h35R=265 \ FIELD VERIFY PRIOR TO START OF ' \ \ R=34.60 `� CB-14 'S" //0`O / /1 / / \ ' \ \ CONSTRUCTION AND NOTIFY ENGINEER I \ I f T/W J5 32.30 ;I ft=33.65 / yt' sir �atN OF \ \ OF SIZE AND CONFIGURATION. - \ I I 9-30 00 i \N 1=30.75y/\gR,O� +�'. /� / // '��`JOHN� . STOP 34 IC; n2I131- Y \ \ INV 3050p COS-2 / .�O/S E ACCESS 33S90 MH R/ j" 30 \ \ ,�' COS-FROPOS ` ACCESS MH � ABANDONED UTILITY AND STORM DRAIN EASEMENT \ (BOOK 33524 PAGE 140) \ 1=30.50(ida{ppT) cej)-a- T' RB3360 - \ 75 -. _ - _ _ - - _ -_ _ �o N7. ;3,� py3+° Designed by: SPG .. ^, �,/ / CB-13 Drawn b KPM \ JJJ � 20'WIDE STORM DRAIN EASEMENT� r�' J R=33.30 / y' - -- 1 (DEED BOOX 70035, PAGE 173) I-30.60 IX D .165t it / 30.60 // Checked by: RWS \ L - TC 34.00 ,y .�1 33 i ',B ,y r>'', i DMH- I - -- - BC-33. 'S 21 by y`4 / �} R 33.00 Scale: 1"=30' A 29 00 / I L Date: 02 10 2015 UTILITY EASEMENT DMx f`3c`: P PD>t.fB / ,' 4ti / 6=2zn(Exlsr.) / / -. (DEEP BDDK 14161 I (FROM DESM PLANS) Ig OR MG bry,h9 t _ C=27.06(EXIST.) / \ PAGE 196) �� - \ aV)VATER SEPAkVOR? rya 9e � / C=33.80 Off' E� / I 'BOYLs'TCYN lA.tt44"ftta - - - - - - - _ _ 0 5 G / - - - - - - S - I 3zi A "�ry 00 PEA Otis / I �: 1 nl...n SAWCUT LINE 60 BC-33 40 (FROMOU7ZE COA%ROL ASS)57R 7Mf ` /n �y9/ .5 N .t1 .A�fJ 00�BOYLSTON STREET (FROM DESIGN PUNS) O \ / 3 9- F, 'V u (617) 62-02199 O�OF,tO'0•" _ (s17)zs2-4s4s f �D ( ,EBAZE NO� h'ELOCA)ElSeEa / \ oK 33s p aaN 2 5� ?6 ry0i6� (,0��0 g0 / P--cr. � /n l� RJO'CONNELL & \ z co STRUCTURE &ASSOCIATES,INC. --t- FROM GN PUNS) SANITARY SEWER AND STORM DRAINS o C /ve g60 \ �C1 GF. CIVIL ENGINEERS,SURVEYORS CROSSING THE PREMISES 8 2 6 s RP P / (PLAN N0.848 OR 1973) 69 �`en �/ ¢S. 8 LAND PLANNERS / 80 MONTNEHA ,M AVE 02 c PHONE:781 MA 02i80 PHONE:785-279-0180 FAX 761.279-0173 510N EXSTPVG®Dx l / • / Sys 480NSUITE 3 \ CIVIVITER sEPARATORi ARSENAL STREET lNA'IERTOWN,MA Y Name: NGRADING AND DRAINAGE PLAN 3 NOTE: YE �S SEE DRAWING N-1 FOR GRADING AND DRAINAGE NOTES. l \ QomQ^ 9msin9 Np. i t Eo r`/�'y A-2/ 1 30 0 5 30 80 V 14074 '9 a GRAPHIC SCALE IN FEET \ / A C pyngR©2015 by R.J.VConpell&Associates.Inc. � I .12 .57 34.c1f, \ 2 .J 4 .1 p OHW HW qq�3 77,g577�� OiIW u -OH HW 7.09TC =4.0 -� 3a 6,79BC 11 K 144.368C ` s 45.508C --44 C 42. 41.32 200TC4. J9.9 89 37.8 / C8 41:518C q 7g,{'� ,�s.� �7 45.56 45.05.., 44.76 4.55 1®IC14M7 UE qd-2p�-"r �4�G \ 1_ •� -- �•G t� ti 1=0.7 � O 5.Oc 45.34 45.53 - 45.42 i ' 7 4.2 36.3E 34.4 SAWCUT UP E .,� r6/ R=40.53 J 136.86B,� �p �AWCIRLIN 33 G 3390 &1=36.2 R=1 J,67 MY DMH- ��Iiw LTERRA 810RETENTI SYSTEM DMH- �i I=34.000 o1 8 \ SAWCUi LINE _--- 'f5" R=44.40 QQQQ = . _ - FILTERRA EN'[IgNOSYSTEM R=43.8 R APPROVED EOUPfJ• I=38.5 00(U7, 4q 26 4i 5�9�� -2 44.79 - 44 f�®R..AppRO U'AL"' s A=40.40 BEE DWG.C-7 F�pRRfiGTA'Lp. 4f.14 8=38.7 / g =�"'--- 1= r` 4 44..: CCU 43.9i B-36 475E R 6.0 674T 533 gg gfg� _ -a• _..4 G 44.7 f _44.800SEE DWG.C-7 Y58$ AIL) 44 44. , 4404H� C 41 8f. „p0.85BC 016TC Rr37.00 3 R:44.23 43 t/B 44.J[' �997C-6� R5 -- r �._ 44. �� 4.7' 42.32TC_ �: 113322TTCC- - L40�j8 #34.25 .?S7f,.1 ,J `2 �\ _¢?�JO- 4 B6 7R=33. PT BT _ _-- __ 4 ,44.7 44.4 i -44.3 --f4 4 -OHW 43.8 44.5 3.6 J 2iT- - O9> a _ en - }'-� 44 a 9�- _�4;3 43 2 39. / o �45. HN@3'i-4Z - _. Y� -434_ .- - w -� ...._ �"'�� tl _ bt.' 339' 5.�4 TW= .0 r.3 -" --.,�..: Ne - -41., 42 7_ .-4-- -- _ i _ as 5� _ ., .ten- '`.� �-�R����-3B 11 _ �� _ 44° „_� _ _ e - _ _ -- ,.i7-. 46." f w _ _ -,F2,7 \ ��' PROPOSED RAIN GARDEN N o BW=4 0 T :`+ p0° i' _ 45.7 BRBPOSED .91 R_.g5g2D � 1 ( �� CB_9 C\ i, \ W=43�74 / �44.4� -� 47.3 •7� J, y �8 =411L. `16",.5 _---4_ __ 46.4 R=39.00 \. 1 _16. 0.� BETN 4P.7 -0W= .0 A,1*&V, / l ' =47.0 -\\45.4 ° ��_-_-__T35-3 -��" 45`♦-_=- _._ 43.4_' -, -3 _` t -' �'9 Z /AN h� \',�-`J'�R-3 0 - _ 39:2� JB CULTURAL r" tea-' -35,Qp _40..Z9 .5i-- '- -- 40.4 _ _ -" 6 3B.93'a 7 38.52 3]B2 d'4POO- �44T.2� - -_ '4D�98_ -- .48 18 4pp.553377�� 40..i5TC 39.7_7 #i:09' 40.83 40.69 = 40.78BC 40.DISC 39.366 SEE DWG.C-3B FOR '�� - vg✓`' BC=40. TC=40.75 a1.zo / / 1�%' _ BC=40.25 PARKING STRUCTURE )/ �q4Q�1 / 3.4ObRAINAGE(TYP.) MODUWE BLOCK WALL = r / I 2 2--s76C BW=40.5 BW=38.0 v 38.28 137. ,6 HBEORIN��6 yL .yh PROPOSED PRECAST ( //7 k� C `0 e. 40.Oa CB-2 3:E6 , /„__ .. 1 _ - '.p_ - - - _-__ __- EL T jl / ---PROPOSED RETAINING _ __ - _- _ gC� R=39.55 I WALL\ { '198C 38.73B-6 ^40 @1=34.0 0 / T0TC=4.5 \ 38.36 `R R=40.10 ii r 8C-39.75 \ f 1=34.00 1=33.95(IN&OUT) yh) V 40 BC=40.30 _ w w I g n y@ / �o S�hhry 8 1W=46.5 I /f(` R=39.65 40.7 t ,39.48BC 3g 278C �,-�gC'' STR BW=40.5CLF I A=34.80 `��a2. 39.58 0 39.86TC 39:577C 480 / ( �� C=34.25 0� 40.6 ` 39.9 TC=40.50 39.6 OI ,T _ (/ A 5 I BC=40 00 40.1 yRT1ft1@ ARAT39.60 hp ;/ gy 9tr BW=45.0 /.// TC=40.75 3 A CB-4 - / 9 1-32.60 N&OtfT DMH-6 45 l/�% w� i BC=40.25 40.7 __ R-40.20 C 0.5 t R-39.00 7 Jg h1^�` t0 R=39.65 RD I. -_ I=36.40 VC4' _ ,<•�//SIC-933.50 A=33.25 w A .vR®.° INV=35.00 TC=40.75 c\ CS-3 N 8=34.50 N BC=40.25 R-40.20 C=33.15 9 39.29 3333 al�0 �� CO��� TC=4O30 BACK 0.5' t/ - aw eC=39.80 CIF X�- 39.46 90 'LjZ CP 02"CPP mAL A =40.00 h1'ry ��f� 39. TC= 80 CP r�i" A'_"d ° 12 CPP ,,,�,,,,��� B }@•CPP I BC=3N.3D 'ro RB40.50 A�)� °=:n�� T`a� ° MH- °Bo =33.057 Swl: (N OF 7445 y R-39.50 / V bP S X nm I=37.00 INV 3250 A-3.3 5 m J o ` 87'X734'PROPOSED SUBSURFACE 40.90 - 4094„ I iN°0� C=32.80 �� 1b b ` Jsrov `r b" alv.L p I DMH s ' INFILTRATION SYSTEM NO.1 � - TC 4070 f v ACCESS MH , / hh,. 4, 9exc.aziaT c I//lyB'^7• 5 ROWS OF 6'OMP -4020 / tl 1 R=39.70 40 / Glg E 4 ACCESS MH 38 CESS Mir INVERT OF PIPE=28.60 R-40.60 RD40.60 yQ �� µ� - y0 �[�/ R-38.50 3900 ESHGW=18X9 A=36.80 A 33.65 1 je'I X _ C=36.80 n ° w 12 DPP PROPOSED OFFICE BUILDING D=34.45 30 my 32.5- "`ao.90 LEVEL i = 96,593 S.F. G.F.A. .r 5 Designed by: SPG OB-t0 I x 1vn- c TC=40.80 LEVEL 2 = 89.002 SF G.F.A. - ° ec-a0.3o TOTAL =185,595 S.F. G.F.A. h _ Drawn by: KPM R=38.00 22 9 Il�q{-3 50.- I /iy,PRCp'SEf n.. / 38�6dyy Checked by: RWS NSF I=34.00 I -° FF=t40.90 62'XW PROPOSED SUBSURFACE 9'53 3 �e Id c' �p 12°C6MP ° �� PQRII'(, +� ,7j .Tj I,caio T 40.80 ° �_` Kk'L�ff' /Y Scale: 1••-30' . AT&T CORPORATYON n BC=40.30 INFt�7� ON �)S�TEM NO.S ,y -i-389J _ 1 7 P�6Vdg 6�C''"` il" ACC DMH Date: 02/10/2015. I INVERT OF PIPE-2aW r R=39.0 TC=38.60 �,n,-t2 CCP ESHGW:.18A BC=38.10 X 33qq INV=3250 1y \ 1.88 G w 1 ''4.90 ACCESS 01 PARRCLE m w a R=40.20 - EIR=3'2.7 by h' Pnpmed far, -A h a. IR--33.O10 OIN&OUT) R=40 25 40.90-,-, EEpp" 1-34.00PR R=37.80 / CB-7 E3OY#:S'iIYN 7,ROPHC{'A, "'b /, E @g' I=35.50 am BOYLSTON�STREET SURE 1390 BOSTON MA 02190 r0.90 R39 70 / i 0 ` (617)262-4646 - ACCESS MH I=32.75 �o R-39.70 0.9 Z,11 40.9D TC=40.80 j @ ` V Pn 4 `w gnn 6r p'j \ BC=40.30 RJO'CONNE'I.L BC=39.85 1y FES-1 $�ASSOCIATES INC. o ACCESS MH ^:Y"1, R=39.25 OCS-1 40.90 'h1 •j ,p T I INV=35. y Ch P CIVIL ENGINEERS,SURVEYORS T/WEIR=33.50 1 A=28.50 / ` &LAND PLANNERS I III S=32.00 g TC=40.00 TC=40.25 RD \: 1.596 STO EHAM,MAA021B0 j BC=39.50i C=39.75 "s"�---- INv=3t.20 �40 0 PROPOSED SEDIMENT PHONE:781.279-0180 FOREBAY FAX:781-279-0173 L 40.00 \ f ADJUST FRAME Ou' �"N 40.00 TC=39.40 39.90 39.90 �r ohb 0 y BC=38.40 AND COVER CRP y9 40.03' t V R®9. O iwm TC=38.50 - - ,� _ /, VICE AN W/PNTI RACK B=31.3 g IW„ \J =38.00�,5g TC=39.00 -- ` 39.603, INV 35.00 RABH fL1CK SUITE 3 MATCH LINE o \ BC=38.50 i pd MATCH LINE i w - ;•, �° - - ARSENAL STREET o MATCH LINE 3.35 `2?h, !' o �p MATCH LINE 39.60 MfATERTOWN,MA z- 6 - �+Q J o )' 1 / •�` A Onwing Namr 8 m BC=3 o 3q 40.90ACESS R-3 90M" I uti 37. 3 N 1y ,/�f/i GRADING AND DRAINAGE PLAN CE it DnMre No.: R N C-2 V 30 0 15 30 60 0 I rill ���auhau�...�f17�Tluu„illi�ulio i, P.y.ce N°.: GRAPHIC SCALE IN FEET 14074 / Copyright©2015 by R.J.O'Connell h A,,FIdw,Ix. r � �I - jFOREBAY \ f � CONTRACTOR TO VERIFY EXISTING \I ELECNiIC SERVICE AND CONDORS V PRIOR TO START OF S / CONSTRUCTION AND NOTIFY PROJECTS ELECTRICAL ENGINEER ' \I MATCH LINE \ ,..,a '— G P� MATCH LINE s � `' MATCH LINE W �� 41 MATCH LINE - \ HYD '--"F BORING -LINE OXIMATE LOCATION WATER WELL LINE M DESIGN PLANS). CO NT OR TO VERIFY LOCATION PRIOR TO STRUC AND CONSTRUCT[ ONAL THROUGHOUT UGHOUT lB'D(FROM D6/LW PL9NS)� ,e z N HYD ! PROPOSEDNG WELL gg � PRO WATER DA(T! Q n ___ -.__ -__ _-_ _- ___ -g- n�)i I'• :;� UUALITY/INFILTRATION ! (TROM DESIGN PLANS) D I •_, •,,` y \ D D� `''/'p^p' ' I $ a G \ \ AT&T LOT YN OF 1AFS�, JOHN J. 0 [STING POLES AND 42 L E OHW TO REMAIN.(TYP.) / PROPOSr, ABANDONED UTILITY AND STORM DRAIN EASEMENT I BORING, \� \ (BOOK 33524 PAGE 140) WELL , -efa EL Designed by: SPG - ..-... ---20'WIDE STORM DRAIN/ EASEMENT t / / 1 Drawn by: KPM / (DEED BOOK T0035, PAGE' 173) i L �.� Checked by: RWS \ - - - - - -- - - - - -- -- ' Scale: 1=30' £ - \ (DEED BOOKM U UTILITY 4161 + ITROM DESIGN PIANS) I I W OR J% Date: 02/10/2015 / / A i \ PAGE 196). .� _ l — ' � - �. 9 OTL/WATER SEPARATOR? PnPcrM tar. SAwCUT LINE am I BiY5m-p'.CP BR c l` '1.6,1"4.•1l,L,ll FROM aoo YLSTONsa r SUITE 1 BOSTO.M 0 02199 'k a G / a 0,50YT' / — _ \ (617)262-4646 AOOK ND S RE4S ]<Q 9 \ V / ��Jp� °�� � 4 pAG 40l TS E O° GO�F.tiO �N—I by. \ _ \ / RJO T CONNELL bry� .. 0 SMLMRE 5E�51 i &ASSOCIATES,INC. SANITARY SEWER AND STORM DRAINS 't j' _ .,SSA, —� TRDM !GN PiANs') __\\�G4,1 / CIVIL ENGINEERS,SURVEYORS �I GROSSING THE PREMISES \\\ D / 0�tp�`Pp / 80 MONTVALE AVE o NNERS (PLAN N0.84B OR 1973) j�. y' STONENAM, MA 02180 S 0 S ti i a Q� PHONE:17 -0180 FAX: 76-29-0173 �tORp0R1`510� ,b61 Exu'rxJo G AjYGS /.' _ IP�t•�,Ncmv.Tip \ a "TER SEPAFAMIT "4W SUf 1 E 3 ARSENAL r STREET WATERTOWN,MA �. a o�wi�y Nume: UTILITY PLAN Y'E NQg` SEE DRAWING N-1 FOR UTILITY NOTES. i \ jQ� amwLg No.: 3A 3N t E� 30 0 15 30 60 14074 GRAPHIC SCALE IN FEET - Copyright©2015 NY R.J.O'Connell&Pssaciales,Inc. y, TAPPROXNATE LOCATION OF WATER LINE(FROM DESIGN PLANS). r� CONTRACTOR TO VERIFY LOCATION OF LINE WATER LINE W WATER SHUT OFF PRIOR TO CONSTRUCTION.CONFIRM IT THAT IS OPERATIONAL OHW- F=A_...._.- P.M NW oNW ON P P. P.M, W P M. P owm APPROXIMATE LOCATION 7R-I 15'S - =33.g2 OF WATER UNE(FROM O = B 755 --"C- DESIGN PUNS). a SO 125Y = .33 12 CONTRACTOR TO VERIFY G LOCATION OF WATER LINE PAVEMENT 11 _ i &WATER SHUT OFF SA R=44.54 _ts„5 \ PRIOR TO CONSTRUCTION, NE TYPICAL --�--- --i5"5 It CO is IT IS 12"W - _- _-SAWCUT LINE 1=24. Pu t � - r I o SANITARY LOCATION OF EXISTING WCUT LINE N'VP Rt3376 12"N' - - 2• in SANITARY(FROM DESIGN PLAN) ti SIZE UNKNOWN) (/ ` ( / MRACTOR TO VERIFY LOCATION AND =44J4T2 -----------------.12 6^G R z 1 S INVERT OF EXISTING SEWER PRIOR TO }. BEGINNING CONSTRUCTION Cl NEW SEWER d 1_-o 'fa' c� tm �N: .M., :P. ..f '�.Mp.• ..P. .-. -- _ __ .M.. P - _ oOp, .P,M. . APPROXI___.MX AT,I- CAI(ON-�OF��+'&Ei2--'---'--PRNAF ELECTRIC SIZES AND TRANSFORNER SIZE NW OHW 1 CI- PLANS). z te OYfW PRIOR TO CONSTRUCTION. 'ON NU COORDINATED WITH NSTARE� GfM NSTARRDINATED 7W0 S 8Yl VERIFY LOCATION,SREu AND 7 R=37.00 Ww �..I Po o -- -CONTRACTOR TO VERIFY L® CONNECT TO EXISTING WATER WITH - - --- PROPOSED RAIN GARDEN NE(FROM DESIGN PUWS) BN8"x8"TEE.CONTRACTOR TO GARAGE DRAIN-3 pp SMH 1 S, i R 41,50 4,0 No, ® EL OF EXISTING WATER UNE- h33.00 I B 27.05 { ARMENJ,gly ✓ - 8"W W, PRIOR TO START Of CONSTRUCTION. `�6' J SMH-2 { j CVLTURAL SMH-8 .9 A gg 9 C R-37.90 j / / R=40.0 A=29.95 { K) Al, / AA=35 ��y SMH-7(DROP)CONTRACTOR TO - 8=32.75 I - B 35.6- A B VERIFY TO(START OFNER INVERT c'B CON5TRUCTION j CONNECT TO EXISTING { 8"WATER LINE _ - LL 1-41.30 ••_ HYD A=T9D(ASSUMED TO BE t 250) ! P POSED j 3 • •• ,, 9=TBD ASSUMED TO BE f 33.5' fO { WRINgz EL=37.52j0 { SEPARATOR �c / SEW R-37.65 ER SNB { A-33.65 I=TBD(ASSUMED TO BE 36.00) I { R=38.40 B-32.60 k { 1=34.40 C C=32.25 's 6 ■r 6"S, 8��r 6^ $A4i960 9'w GARAGE DRAIN-1 SMH-4 '+'y`( R-38.40 A=33.85 j Ory SEE PLUMBING PLANS .•�y R=40.30 8=3385 y FOR CONTINUATION A 31.95 C=3375 c� B=31.85 V SEE ELECTRICAL PLANS FOR •[ CONTINUATION AND CONDUIT (�) CK 0.5' NUMBER AND SIZES. A HA . -. ' ��`®r / MS "Pa ;:-•ui ,�or.--�(': �^•.°y�i S1MH-$�'aa - 1 00 seal: p" DT s . y - D R 39.15 I A-31.15 y LV ? .-.J. nsG VE) I l o g 6'GY M. _ - 4x{ I 8 xo azisT o y EASEMENTST I COMMA TO VERIFY A.j j SFr! �Se CE O8LlGAT(ONS /f¢rj/1j1 PRIOR TO START OF ! To VERIFY LOCATION,SICONSTRUCTION ZE AND q� LCTOR 'i J tie EXISTING SEWER SNB I p ELEVATION OF EXISTING WATER CONS TO START OF qq J CONSTRUCTION(TYPICAL) UNE. KEEP OPERATIONAL /j THRoucliour coNslRUCnoN. / - PROPOSED OFFICE BUILDING VY LEVEL 1 = 96,593 S.F. G.F.A. R=40.80 j 1 - 1 - •til e-33.80 IXIIT) j Designed by: SPG EVEL 2 = 85,595 S.F. G.F.A. - - TAL =185,595 S.F. G.F.A. j Drawn by: KPM N/F c--3zso .... AT&T CORPORATION _ FF-t4O.9O A APPROXIMATE LOCATION WELL 5 Checked by: RINS OF EXISTING SANITARY 1 ft-38 Scale 1'-3D' + (FROM DESIGN PLAN) •• Date: 02/10/2015 PROPOSED do BORING j WELL gg3 SOYi.S7XYY4 P1tOPPRClF&. EL=39.961 p �ewm4.I,Iw,w • CONTRACTOR TO VERIFY T - E SOD 80390 N STREET EXISTING SEWER STUB 4 ; SUITE 1390 PRIOR TO START OF 1=34.4 pax BOSTON,MA 02199 q^ - \ (617)262-4646 J b.. I 1- CONSTRUCTION(TYPICAL) A 0 / D \ c � I a D l CONNECT TO EXISTING r __ l ProparM bY' a p } I - B"WATER LINE F CONTRACTOR TO 1 m �.._,°�\� ECONT LECTR SR T CEVANIF CONDUITS EXISTING R.JO{CONNFLL VERIFY EXISTING : PRIO 0 ART ON AND ASSOCIATES INC. ( WATER LINE PRIOR TO CON V ND NOTIFY 7 J START OF f PR EC ELECTRICAL ENGINEER CIVIL ENGINEERS,SURVEYORS 11 CONSTRUCTION &LAND PLANNERS I I 1 P �• i' l� 80 MONTVALE AVE a /I --�� i STONEHAM, MA 02180 c �9 PROPOSED SEDIMENT PHONE:781-279-0780 FOREBAY FAX;781-279-0173 2 CONTRACTOR TO START VERIFY EXISTING ELECTRIC SERVICE AND CONDUITS - PRIOR TO OF o CONSTRUCTION AN" NOTIFY PROJECTS ELECTRICAL ENGINEER 48 xS MATCH LI_ a \ w J f l G�RpF� _® MATCH LINE ARSENAL STREET "- MATCH LINE W = e ` .y MATCH LINE WATERTOWN MA g 6"N i UTILITY PLAN s i zE 4�I - OmwM9 NoC--3R -�a�,' . 1 PEN V 30 0 15 30 60 14074 , GRAPHIC SCALE IN FEET Copyright©2015 by R.J.O'Connell&Aseociptea•i- Je 8 SEE LANDSCE PLANS FOR DETAIL OF / do PLAZA LANDAPING AND HARDSCAPING A Y' MATCH LINE of - Po MATCH LINE MATCH LINE � �� py MATCH LINE e F 15'X20"DUMPSTER PAD WITH n JJx ENCLOSURE AND GATES m 71 1 2 R 3 R 11 11 3 R 3 R� T �}K 1 C 10 3 ! - PROPOSED —�. CONCRETE WALK \ - 2R J-E LANDSCAPE PLANS FOR DETAIL OF PLAZA LANDSCAPING AND HARDSCAPING 9� 5' REQUIRED > 5' PROVIDED �_ R7 a.;=�-> / / / ,(d 12 18'_ 24' 18' 18, 24' 18, 18' 24' T- EXISTING WATERTOWN GREENWAY BIKE PATH 3'R 3'R _ 3'R 3'R 'R 3'R� i I - / CONNECTION TO BIKE PATH TO 3'R 3'R 3'R 3'f' 3'R 3'R�, 3BE COORDINATED WITH OCR I� ,� 22 19 16 14 f • = // / PROPOSED WATER SOWU Ltt/INFILTRATION 1193 SPACESI IP777 / / y s /x � rJ`O - // / 8'W000 FENCE" R7-e I 1_- l / / o (TO REMAIN) O R7-8A R7-8 x / , I 3R 2'R �g PROPOSED HEAVY H DUtt PAVEMENT CONNECTION TO BIKE PATH TO g sror BE COORDINATED WITH OCR(TYP.) / `� 9 No.42i91 EXISTING WOOD SCREEN FENCE TO REMAIN 6' ; \ �-Po-lo / Des geed by: SPG 2' 2,R / -...Drawn by: KPM...-........ 72" ,A 5' 'E [RED , Checked by: RWS p > PROVI D / ,R Scale. 1 30' 4d Date 02/10/2015 Oit 25'SIDE Y S CK / O / P�pesE roP m / , / 14 I I -Bt31`4STCJN�RtTPHELTEE8. S0G p / ui WCUT AND MATCH // I I 0 S�JJOYLO ON STREET EXIST.PAVEMENT I i0 BOS014,MA 02199 RAMP DOWN I -�, \ (617)262-46" / I rnPwea br: 6�TI\ RJO'CONNELL &AssoCIATES,INC.CIVJL ENGINEERS,SURVEYORS M—IT // &LAND PLANNERS g / ,/ STONE!781 MA 02160 0 N �\5 GSO\a� / PHONE:781-279-OtBO F FAX:78t-279-Ot73 25 I lI Pnlen Name: \ Tol LumiI /EXISTING IYATERTOWN GREENWAY SUITE RIKE PATH480 5 G S, PROPOSFt. RK,ING STRUCTURE CIO�G. ilS�R P PP°tia°( &3 SPACES ARSENAL VR STREET Dm.imT Nome: PARKING AND TRAFFIC CONTROL \PLAN / } NOTE: jE SEE DRAWING N-1 FOR PAVEMENT AND TRAFFIC CONTROL NOTES. / \ Dmeing No.: EN V—41 30 0 15 30 60 16 14074 , GRAPHIC SCALE IN FEET CPpyrght©2015 by R.J.O'Connell&Aseppiatas,Inc. / S ONW G /s Y.M "' CON �Nyy CONC. CONC. :M. P.M. ,r - P. O CONC.RIM-� .- -o--. P. _.__.Hw.___- C.mn = P P. PM. _ a7Hw s 10" ® oNICHOLS NE7MBORHOOD BUSINESS'— VENUE SO '— _-- - — INDUS7RIA[ 2 SAWCUT AND MATCH v pUu L1C 7VAR/ABLE WIDTH r SAWCUT AND MATCH .... — IN METER EXIST,PAVEMENT BIT. GONG DUST.CURB AND EXIST. PAVEMENT £, RELOCATED PARKING EXIST.CURB AND EXIST.PARKING METERS TO EXIST.PARKING METERS TO PARKING TO REMAI SAWCUT AND MATCH ,� METERS REMAIN OR 8E RELOCATED TO 20'R 2'R REMAIN OR BE RELOCATED TO EXIST.PAVEMENT PARKING TO REMN BE BEHINDICURB LINE(TYP BE BEHIND CURB LINE(TYP C c. I ... �. c•. .-., \ \ ": x goy GRASS -- OHy, �,('�' PROPOSED PRECAST'" Lw ;k/w-'- �" PROPOSED S. LO'8R-ONT YARD SETBACK-NO PARKING PROPOSED 6' r OHH' GONG.SIDEWALK t f RETAINNG WALL MODULAR BLOCK CONC.SIDEWALK -� Po a „3 _ (I N/F c ----- —� O Ri •; 13 -'� I C C I C C C C C C C C C C C C C C� C C C C C I C 3 R } PROP F ED RAIN GARDEN R,0 R[ 'C ' ARMFN44N CUCTURAC _ Ra COMPACT SPACES(8'zi8')i4P UP 5% MAX ASSOC/gTjO,y 1/ µMMENT COMPACT SPACES 'R 3'R Y 2' 5'BITUMINOUS EMERGENCY •. y I` is B'R ACCESS DRIVE WRH GATE =s PROPOSED PRECAST / y - ,213 <� C C I C C C C C C C C C C C C C C' C C C / 'd 7 MODULAR BLOCK ••. :_ RETAINING WALL 4 7 PROPOSED CROPI 40 I I 31 z4 OFF LOADING BABAY PROLINK�FENCESE 6'CHAIN 'J PROPOSED - -{ 3' 3 R ' 2' 5'R �CRETE SIDEWALKt'R PROPOSED PARKING STRUCTURE V24 APPROXIMATE LIMITS OF PROPOSED -=' STAIRS FOR CLF / DECK ACCESS HARDSCAPE(SEE LANDSCAPE PLANS X 85' I. FOR DETAILS) V - ,I� 5'R g -J • a?'a �" �- BKETI�RWAT£RTOWN GREE-NW.4Y \ / m v A IJ I I I I I I I I I I SEE LANDSCAPE PLANS FOR DETAIL OF R7-8 TWO ELECTRICAL CAR PLAZA LANDSCAPING AND HARDSCAPING R7-8A R7-8 CHARGING STATIONS - 31 ELF-X-��CP 21 3.R 2.R� t �' Dc j.. 1 c� -,��/' O R f STW y V q 27g]a rd -- 5'REQUIRED OIS E 7 y >8 R 5'PROVIDED 3y0p t8' 1� 8 5 =\ � - �- 2R 7 4 O 3R Q x Designed by: SPG • PROPOSED OFFICE BUILDING - 12 6', 1B - 24 - 18 - 2y, / Dmwn by: KPM x u LEVEL t = 96,593 S.F. G.F.A. SR , / Checked by: RWS \ r g. L! L4�((I_ 2 = 89,002 SF- G.F.A. / Scale: t"=30' N F _ T15TL =785,595 S.F. G.F.A. Date: 02/10/2075 AT&T CO FORANON I I T 11 - x 1111 3'Ro / \ �s P.P.-fx PROPOSED HEAW x n 9'R DUTY PAVEMENT x PROPOSED 3 HOYLST'C1N"1p'lop@fi.{•1�5 SEE LANDSCAPE PLANS FOR DETAIL OF - CONCRETE SIDEWALK 25'SIDE YARD SETBACK I _ PLAZA LANDSCAPING AND HAROSCAPING .°a (Typ,) �4 ` SUR BOSTON130 N 8ME r i,.•,w,a PF B IX / 18_d Q LOT LINE IS ALSO 20NING DISTRICT LINE x (� (7 PraTmmG W. v XIISTTINNGG FENCE I ` - -- 15R C1� c '• w RJO'CONNELL X 26 &ASSOCIATES,INC. / CIVIL ENGINEERS,SURVEYORS &LAND PLANNERS •.1 / %/�� ``h 80 MONTVALE AVE STONEHAM. MA 02180 EXISTING WATERTOWN GR£ENWAY PHONE:781-279-0180 6 n / / / BIKE PATH FAX:781-279-0173 s 1/ r- c i! Y t / PROPOSED SEDIMENT FORE73AY • 32 /hoiect Nama � p. SEE LANDSCAPE PLANS FOR DETAIL OF SUITE/ ti0 I <• - < T _ __ PLAZA LANDSCAPING AND HARDS GAPING ARSENAi.STREET WATERTOWK MA MATCH LINE _, . o � � � �, � .��:� �:�•:.� �� MATCH LINE a MATCH LINE _ MATCH LINE PARKING AND 15'X20'DUMPSTER PAD WITHmx 3'R / �\.e\�� TRAFFIC CONTROL ROL o ENCLOSURE AND GATES 2'R �� j 11 11 11 3'R 1 •< � p 0 I 10 3 R ^\\� \PLAN / z E Dravinq th.: ®4 E' 30 O 75 30 80 I�,I��� ��I,i� l�.,�win.,l„�,i 14074 , oP4 GRAPHIC SCALE IN FEET Copyright ID2015 by RA O'C—Of&M...iM,%Inc. s BACK FILL AND COMPACT WATTLES SOIL AGAINST WATTLE i ENTRENCH WATTLE TO 2"MIN.DEPTH - SECTION A-A OF A -BUTT WATTLE ENDS TIGHT,NO GAPS (AS NEEDED) A FI FVATIINd 1 �J BUTT WATTLES / SIZE VARIES AS FIELD 2`z2"0'STAKE rTOGETHER / CONDITIONS WARRANT (AS NEEDED) 4'-0" MAX / I I � 2N2"X3'STAKE ° i° (AS NEEDED) _ TOP-M o : NOTE: EROSION CHECK TO BE Of STRAW WATTLES SECURED TO THE ND ES: GROUND WITH 3'LONG GRADE STAKES. 1. WATTLES SHALL BE A MACHINE PRODUCED TUBE THAT IS CERTIFIED WEED FREE FORAGE. 2. THE NETTING SHALL CONSIST OF SEAMLESS HIGH DENSITY POLYETHYLENE AND ETHYL VINYL ACETATE AND CONTAIN ULTRA VIOLET INHIBITORS. 4 STRAW WATTLE CHECKDAN DETAL O TYPICAL SINGLE ROW WATTLE#NSTAL LATIM DETAH. � SCALE:N.T.S. SCALE:N.TS. ; &E m OF MqS STOP u CAN! m 1,PREPARE SOIL BEFORE INSTD DO OALLING BTNKE,S,INCLUDING ANY NECESSARY APPUCATON OF LIME°FERTILTLER.AND SEED. NOTE WHEN S,N,,e21S]a y 2.BEGIN AT THE TOP OF THE SLOPE PREPARED AREA.BYWHORING THE CBLARI-IN A Ou(1—)WID BE �ENCH WITH PP WITH PAPER S IM PROXIMATELY 12"1-1")OF G rMAN,b�M) pN BVJMET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BIANKET IRM A ROW OF STAPIES/STAKES Y MPROXIMATELY 12"(3—)APART IN ME BOTTOM R THE TRENCH. BACK FILL AND COMPACT THE TRENCH AFTER STAPLING, i I AR PLY SEED 10 PREPARED SOIL AND fOLD REMMNINC 12°(30cm)PoRPR OF THE eIFNKET HACK OVER SEED AND SOIL SECURE BLABILRNKEETT DYER SOIL WITH A ROW OF STPPLES/STAKES SPACED APPROGWELY 12"(30cm)APART ACROSS ME MM OF ME 6"MINIMUM 3.ROLL THE BLANKETS DOWN ACROSS ME SLOPE. BV3METS WILL UNROLL WITH THE APPROPMATE SIDE AGAINST THE SOIL SURFACE. THICKNESS v ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STALES/STAKES IN APPROP TE LOCATIONS AS SHOWN IN THE STAPLE PATTERN 2"STONE PER MASSDOT Designed by: SPG 4.GUR)E. WHEN USING OPHONM DOT SYSTEM.STALES/7 S SHOULD BE PtAGEO THROUGH EACH OF THE COLORED 00TS SPECIFICATION M2.Ot.1 - - CORRESPONDING TO THE APPROPRNTE STAPLE PATTERN. Drown by: KPM 5,THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WTM APPROXIMATELY 2*-5°GISLANKET(BI AVERTS DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEMI STITCH OEM,PUCE THE EDGE R THE LANK.PING BLANNET(BTM2T BBNC INSTALLED R TOP) Checked by: RWS EVEN wrtx THE CaaRED SEAM SrnaL on THE PREvrouSLr Ra5'TALLED&PNKET. FILTER FABRIC MIRAFI 140N 5.CONSECUTIVE BLANKETS SPUGED GOWN THE SLOPE MAST BE PLACED END OVER ENO(SHINGLE STYLE)WITH AN APPROXIMATE 3" (PLACED BENEATH FULL WIDTH AND Scale: N.T.S. (7.5—)MIAP. STAPLE THROUGH MRTPPEO AHM A=PRGXRATI Y 12'(30cm)APART ACROSS ENTIRE BLANKET vROTT+. FULL LENGTH OF CONSTRUCTION ENTRANCE) Date: 02/10/2015 7.EROSION CONTROL RLWKETS SHALL BE INSTMLED FOLLOWING MPNUFPCIUREPS SPECIRIATONS. ME ODNDGRNS.THE USE OF SMPIE OR STARE LENIMS GRUMP THAN A-(,5N)WY BE NECESSARY TO PROPERLY PERSPECTIVE VIEW r \ ANCHOR ME BWIKER. Pr°P fm: 0EROSOONN CONTROL ELANKEI'DETAL FOR SLOPE WSTALLATPON OC�ONSSTRUC 0On�lEXTRAMCE SCALE: N.T.S. SCALE:N.T.S. 800 BOYLSTON STREET SURE 1390 BOSTON,MA 02199 (617)262-46R6 HEAVY DUTY,GAST IRON �rn FRAME AND GRATE - PnPanB bY: ftESTRAIM ' RJ®'CONNELL 1'TOP COURSE coRO tSIG ASSOCIATES,INC. BINtjFR .-OPOSED CURBING- (cou sE AB REO D.— CIVIL ENGINEERS,SURVEYORS al DEPTH TO 4ST.M T. MATERIAL VARIES+++ ++1 &LAND PLANNERS o VE CLEAN JOI EXISTING PAVEbiDEM • + + STONEHAM,MAMONTVALE A02180 2'-Or(MIN.) OBE REMOVE IXISTING 4'-0" M )-I a PHONE: -279- 173 '- RAVELIENI -0180 FAX:787-279.0773 j 6"REVEAL —�8•GPIAR DUMP 8•1 PLANER STRAPS 2 t^A (2 EACH) SAW CUT EXIST.GRAVEL BASE �Pro1�L N°m°: \ ROX. 0 2000 PSI CONE.FILL EXCAVATION EXPANSION 4 UNITS (ESTRNT 'NYLON ROPE, 'NT ARSE�/�WS�ETREET COMPACTED CRUSHED GRAVEL R 2"FIAT WASHERS) ff/81 LflI Vr/aEy PM SUBGRADE T STONE FOUNDATION JOINT TO BE COATED WITH EMULSIFIED SILT BAG WOVEN POLYPROPYLENE +DrgaAng-tea. ASPHALT TACK COAT PRIOR TO PATCHING MANUF CTU FLOW SILT STACK AS D DEMOLITION AND BY•*SEE PLAN FOR EXACT CURB TYPE NOTES: OR APPROVED EQUAL GEOSOLUTION �1 +*"USE TYPICAL SIDEWALK SECTION WHEN APPLICABLE ! EROSION CONTROL e 1.INSTALL SILT BAG IN ACCORDANCE WITH MANUFACTURER'S AD \pETAILS INSTRUCTIONS. 2.WHEN EXPANSION RESTRAINT CORD IS NO LONGER VISIBLE, Y E THE SILT BAG IS FULL AND SHOULD BE EMPTIED. 3¢ 3.REMOVE SILT BAG PER MANUFACTURER'S INSTRUCTIONS. poorly No.: /�\� \ g I `/ 5 E R 6 TYPICAL CURB Inl`STALLAp00LN W EXISTING PAVED AREAS )pp�P➢DAL PPLpEG�CG^JC�DE7�GIIb r SCALE:N.T.S. SCALE:N.T.S. 14074 CopyHght©MI5 by R.J.O'Connell&Awpd WA.Inc. A J.- SLOPE MAX TRENCH WIDTH= FRM SO END PIPE 0-0.+2 FT. ON (MIN.=3 FT.) I HALF SECTION HALF SECTON IN EARTH IN ROCK I PLACE SHEETING 1 4 WHERE INDICATED OR DIRECTED COMPACTED GRANULAR FILL FREE OF STONES LARGER THAN 3"DIA B"MAX.LIFTS. Ip i SLOPE °a NO LEDGE OR PLAN VIEW � O�� UNEXCAVATED MATERIAL SHALL PROJECT BEYOND FUREo END AR S OUND PIPE J� �/?+d' THIS LINE LIMITS FOR NORMAL `�SLaPE EXCAVATION ALL FILTER FABRIC M BE 6' .IN BELOW FINISH GRADE HAND PlACEO STONE APROw ON 6' UNDISTURBED MATERIAL o 3/4"CRUSHED STONE BASE(PER LIMITS FOR ROCK WHO SPEC M2.01.4) COMPACTED 1/2"TO 3/4"CRUSHED I EXCAVATION �. MIRAn FABRIC 140N NON-WOVEN,WRAP STONE, MASSDOT M2.01.04 AGAINST rY PIPE o UNDER EDGES UNDISTURBED MATERIAL OR SHEETING UN FBED OR COMPACTED (8"MAX.LIFTS) SUBGRADE STONE FOR PIPE ENDS PER MHD SECTION A-A STD.SPEGFlCARONS(M.2.D2a) NOTE: Du... u.N)our I LA(FTJ WA(FT.)I METHODS OF INSTALLATION MUST Q a S.. MEET OR EXCEED THE TOWN OF 12 I WATERTOWN'S DPW STANDARDS. , FLARED EM SECT#Old!I #Tff§STONE APRON (D TYp00Ad DRAW TRENCH DE7AOCL � SCALE: N.T.S. SCALE:N.T.S. f?. TRASH RACK AND ANTI-VORTEX DEVICE ri47ES: TOP OF TEMP. SEDIMENT BASIN (SEE THIS DRAWING) MANHOLES AND ALL COMPONENT PARTS SHALL 18"PERFORATED CPP \ \ BE OF SIZE,STRENGTH AND CONFIGURATION AS WRAPPED WRH FILTER ��� SHOWN EXCEPT THAT TOP SLABS MAYBE FABRIC.PERFORATE TO 6" ��T� \\"�\/ ADJUST TO GRADE WITH SEWER BRICK PER ASTM SUBSTITUTED FOR ECCENTRIC CONE SECTIONS. ABOVE TOP OF BARRE C32,GRADE SS SET IN FULL MORTAR BED OR MANHOLES SHALL AS AN ASSEMBLY OF ���� PRECAST CONCRETE RINGS MAX 12"ADJUSTMENT REINFORCED,PRECAST CONCRETE BASE RISER c 3/4• Q° °o� Q SEDIMENT SECTIONS PER ASTM C478 OR MONOLITHICALLY, \�� —1.BERM 24"Du MANHOLE FRAME U COVER r0 BE TYPE CASTOVE PLACE REINFORCED STRUCTURE CONCRETE. ` f CRUSHED //'� DK110A-000 AS MANUFACTURED BY EAST APPROVED MANHOLE STRUCTURE SHALL BE STONE a a �/` JORDAN IRON WORKS OR APPROVED EQUAL DESIGNED AND CONSTRUCTED TO MEET OR Q /\ GENERAL NOTE: COVER TO BE LETTERED EXCEED H-20 LOADING AND PREVENT LEAKAGE THE CONCRETE BASE "DRAIN"(3"HIGH LETTERS) IN EXCESS OF ONE(1)GALLON PER DAY PER /' \ t 11= Q SHALL 8E POURED IN VERTICAL FOOT OF MANHOLE. OF M SUCH A MANNER TO Se91: p M AS,Sq 18'TEMP OUT(.ET(CPP)INSURE THAT THE Y4-plA .�4'~ o� Q I H J' CONCRETE FILLS THE c1'— BOTTOM OF THE RISER TO S1aY u CIV!L �. ( ,HE INVERT OF THE No.62TgT L �\ OUT PIPE TO PREVENT ww 9 4o y 9 ail/ \ THE RISER FROM BREAKING w N BUTYL RUBBER JONT SEALANT w ROPE �FG!Tf 16° AWAY FROM THE BASE. w `n FORM PER ABM C 990/AASHTO M-19BB M. 2 8(MIN.)BARS l w PLACED AT ftIGHI' \/�%�j`�\%T\ & S " .OR' L O \ / PRO,IECTINGIMO \�/� \�/�. 12'O.F 8' Be DIA. SIDES OF RISER TO -- �-WATERTIGHT NON-SHRINK HELP ANCHOR RISER Z / GROUT(TYP.) Designed by: SPG INTO CONCRETE BASE CONNECT TEMPORARY STANDPIPE TO EXMSTING CB TO ENSURE O *DMH D4NETER Drawn by.: KPM WATER-TIGHT CONNECTION FLOW 48"FOR PIPES UP TO Checked by: 48" RWS W 60'FOR AND 42"RPM _... 72"FOR 46"PIPES Scale: N.T.S. 84 FOR 64'AND 72'PIPES .. 9W FOR fib"AND 7 T APES Dale: D2/1 D/2D7 rJ 12°MIN.(iYP) tY MIN. *DMH DIA.ARE FOR STRAIGHT THROUGH 3/4• PIPE.DWMETER MAY HAVE TO BE MIRAFl i40N CRUSHED INCREASED DUE TO ACCOMMODATE FILTER FABRIC STONE ADDRDON.4L PIPES CONNECTING TO r MANHOLE AT ANGLES SECTION Pr,p—far: STAND P17PE FOR SEDYMENT FOR EQAY O PRECAST CO NC.DRAM MAfr`94OLE MNH) SCALE:N.T.S. SCALE: N.T.S. BOYLsTON`PR!Dil7 TflES 800 IBOYLSi0Ne5fRE£f, SUITE 1390 BOSTON,MA G2199 v llC1F5. \ (617)262-4646 / 1.MANHOLES AND ALL COMPONENT PARTS SHALL SE OF SIZE,STRENGTH AND -' CONFIGURATION AS SHOWN EXCEPT THAT / \ o TOP SLABS MAYBE SUBSTITUTED FOR P.p.- ADJUST TO GRADE WITH SEWER BRICK M• ECCENTAC CONE SECTIONS. MANHOLES - PRESSURE RELIEF HOLES SET IN FULL MORTAR BED OR PRECAST SHALL BE AN ASSEMBLY OF REINFORCED, T CONCRETE RINGS MAX 12"ADJUSTMENT PRECAST CONCRETE BASE RISER SECTIONS RJ O CONNELL 1 1/2"DIAM. TOP IS 14 GAGE CORRUGATED METAL PER ASTM C478 OR MONOUTNXC , - OR 1 8"PIATE-PRESSURE RELIEF CATCH BASIN FR4ME @GRATE BY EAST JORDPN CAST-IN-PLACE REINFORCED CONCRETE. {Q1�� A� / IRON WORKS,CAT NO.LF246-000 FOR STD. APPROVED MANHOLE STRUCTURE SHALL BE {JIL ASSOCIATES,INC. HOLES MAY BE OMMITTED,IF ENDS CATCH BASIN,LEBARON CAT NO.LV 2446-1-D00 I DESIGNED AND CONSTRUCTED TO MEET OR r \ OF CORRUGATIONS ARE LEFT FULLY FOR DOUBLE GRATED CATCH BASIN. EXCEED H-20 LOADING AND PREVENT CIVIL ENGINEERS,SURVEYORS 1 OPEN WHEN CORRUGATED TOP IS LEAKAGE IN EXCESS OF ONE(1)GALLON &SAND PLANNERS WELDED TO CYLINDER. 24'SO.SM CB 47h"x 22" d' FOR DOUBLE CRATED C.B. PER MY PER VERTICAL FOOT OF MANHOLE. l/ CYLINDER IS 16 GAGE CORRUGATED 2.HOOD SHALL BE REMOVABLE FROM INSIDE SD MO STONEHA ALE AVE 02 I I PHONE:781-2 9-07600 METAL PIPE OR FABRICATED FROM of CATCH fl451N 1/8"STEEL PLATE. -`a 6 FAX: 781-279-0173 2 TACKWELD PLAN LDED Lowy -6 ALL PROUN BUTYL RUBBER JOINT 0EAASH IN ROPE �+—D=36"�i H-13 NOTES: w FORM PER PStM C 990/AASHTO M-1988 a -- FASTENED TO THE TOP OF THE 1 u 48'OIA.(MINpK Proleat Name; \ i. THE CYLINDER MUST BE FIRMLY RISER N 480 SUITE STREET 0 2. SUPPORT BARS ARE WELDED TO AL7ERNATNE FIwr TaP sLAe z CAST IRON V I I�EI:1 12'SPACER THE TOP OF THE RISER OR TOP SLAB FL SHALL LNEU OADINGm. w 8' MIN. ATTACHED BY STRAPS BOLTED TO HAD SEE PLAN FOR PIPE SIZE lA(►1 m BAR(TYP.) TOP OF RISER. " z 12'MIN. WATE�ro MA SAME MATERIAL -__j Drowin9 Name: - - AS SUPPORT BAR I-=18'DIA� *CATCH WIN DIAMETER DRAINAGE A'y� DETAILS �9.f? M'FOR DOUBLE GRATE DRAINAGE DETAILS y V —5"�(8'DIA) E. NNEENAH R-3705 OR \ / r E 12-MIN.(TYP.)___4 ` 12"MIN_APPROVED EQUAL CRHED3 3/ � FLUTER SUBGRADE MIR4F1 140N D Dmwia9 Na.: \ FABRIC OR EQUAL SECTON E © 000�6EIOC4 TRASHGWIa C�G3 AND AnM7P��MOoG�pE�3 DEM�OE O OApON DGa�INn ���a OA�p 7G0(�HOOD OoD C®6 0 � SCALE: N.T.S. SCALE: N.T.S. 14074 , COpplghlQ2015 by R.J.O'Connell&Asa9ciatea.Inc. o I A INLET 1 ' Z'CEP PIPE CONTRACTOR TO GROUT 0'0 D)MANHOLE 30"BEEHIVE GRATE BY I TO CONTRACTOR FINIS TO GRADE LL( STRUCTURE EAST JORDAN IRON WORKS ..I MODEL#LCG226-2-000 GRADE \ RINGSrRISERS-,\�C%r- FIBERGLASS SEPARATION�� CYLINDER ANDINLET �( � ' r INLET PIPE = / TOP SLABACCESs r B THROAT RIM ELEVATION SEE PLAN g i2'CPp OUTLET PIPE ttt I B (SEE FRAME AND l— - 2'CPP B COVER DETAIL) .� Z-0 BED MOF MORTAR.8RICKSE TO BE SET IN LL rAll INLETI OU LET BARREL MAY BE USED FOR GRADE OUTLEF tY CPP SECTION ADJUSTMENTS. PERMANENT `; OUTLEET PIPE POOL ELEV.OIL BAFFLE SKIRT26'PLAN VIEW B-B UMP GEPARATION SCREEN ' 0 S' a� �= 3" PVC HYDRAULIC .�r T�., I < 6" S 3/4"TN 1-7/2" SHEAR PLATE t CRUSHED STONE 9c SOUGS STORAGE) Lf �wk ' SECTION VIEW SUMP ELEV NTION A-A NOTES: o TS 1.MANUFACTURED BY E.F.SHEA OR APPROVED EQUAL S 2.CONCRETE:4,000 PSI MINIMUM AFTER 28 DAYS. - INLETI 3.FLAT COVER SLAB CAN BE USED IN PLACE OF CONE SECTION. p 11 CPP PIPE - �£ CENTER of CDs /�SiRUCTURE,SCREEN FRAME AND COVER SFIBERGEPARP ASS / STR ANDSUMPOPENING (aIPMETERVARIE3) SEPARA ED TION ...{.r.,¢ Nis. a� �//t� �n/�/� �p 2 fTdd IT��22if2l�pi� �An AREA CYLINDERINLET - O M I✓JN.AREA DRAW If"DR U�HE 11 LSII V 0 M/NREA GENEML NOTES SCALE:N.T.S. $ t COTHERWI TO PROVIOEALL MATERIALS UNLESS NOTED N e...� OTHERWISE. 2 COSWATERDUALITYSTRUCTURESHALLBEIN AGGORDANGE WITHALL DESIGN DATA AND o INFORMATION CONTAINED IN THIS ORAWING \ TOPSLABACCESS S STRUCTURE SHALL MEET AASHTO NS AND CASTINGS NOTES: (SEE FRAME AND SHALL MEET—TO MMS LOAD RATING —DETAIL 1. MANHOLES AND ALL COMPONENT PARTS SHALL BE wC HYDRAULIC SHEAR PLATE IS—ED ON SHELF OF SIZE,STRENGTH AND CONFIGURATION AS A SHOWN AT BOTTOM OF SCREEw CYLINDER REMOVE AND ADJUST TO GRADE WITH SEWER BRICK EXCEPT THAT TOP SLABS MAYBE SUBSTITUTED FOR PVC HYDRAULIC 48^p.D)MAHHOLE REPLACE AS NECESSARY DURING MAINTENANCE PER ASTM C32,GRADE SS SET IN FULL ECCENTRIC CONE SECTIONS. MANHOLES SHALL BE SHEAR PLATE STRUCTURE CLEANING AN ASSEMBLY OF REINFORCED,PRECAST CONCRETE OUTLET LNSTPllATION RINGS MAX 12"ADJUSTMENT MORTAR BED OR PRECAST CONCRETE BASE RISER SECTIONS PER ASTM C478 OR F NOTES MONOLITHICALLY,CAST-IN-PLACE REINFORCED = 12•CPP PIPE A CONTRACTOR TO PR-DE EQUIPMENT wnx 24"DIA.MANHOLE FRAME&COVER BY CONCRETE. APPROVED MANHOLE STRUCTURE SHALL I z SUFFICIENT LIFTiNGANDREACHCAPACITYTOUET EAST JORDAN IRON WORKS CAT.NO. BE DESIGNED AND CONSTRUCTED TO MEET OR ANOSETTHECDSMANxOLESTRUCTURE(UFTNG LA264-000 OR APPROVED EQUAL EXCEED H2O LOADING AND PREVENT LEAKAGE IN CLUTCHES PROVIDED) ,A COVER TO BE LETTERED EXCESS OF ONE(1)GALLON PER DAY PER B CONTRACTOR TOADDJOINTSFAIANTBETWEENALL "DRAIN"(3"HIGH LETTERS) VERTICAL F00T OF MANHOLE. SECTION B•B STRUCTURE SECTIONS,ANDASSEMSLE STRUCTURE C OONTRACTOR TOPROVIDE,INSTALL.ANDGROUT 2. MATERIALS AND METHODS OF INSTALLATION TO MEET S-1 tH OF 144 wTs PIPES.MATCH PIPE INVERTS WITH ELEVATIONS 210. OR EXCEED TOWN OF WATERTOWN'S DPW OPEHNG SPECIFICATIONS. JOHNJ. C�D��C�D��09� l=�� D CONTRE NITS TAKEAPPROPRIATEMEASURESTO STG p ASSURE UNIT IS WATER nGH>�,HOLDING WATER TO w Fa O-RING RUBBER GASKET JOINT PER d�La412e97 O FLOWLINEINVERTMINIMUM RSUGGESTEDTHAT W ut N 4 Q ASTM LE R OR BUTYL RUBBER 9 O y ) SCALE: T.S. ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. FLEXIBLE ROPE JOIN SEALANT PER Clstti� ASTM C 990/AASHTO M-198B t3$I L pW„Ij., CONSTRVCT CONCRETE WEIR INSIDE MANHOLE (ELEVATIONS VARIES) ' _ 6"(60"DIA.) eo'Sw (uIx) \ y WATERTIGHT NON-SHRINK GROUT(TlP.) Designed by: SPG w (- INV. Drawn by: KPM - INV= m (� Checked by: RWS Scale: N.T.S. 12"MIN (rm)--I Date: 02/1 0/2015 4 D.t7• 6•_D.• 9 t.. 12'MIN. 1 3/4"CRUSHED STONE NON-WOVEN E COMPACTED GEOTEXTIL MIRAFI SUBGRADE SECTION 140N OR APPROVED TOP SLW EQUAL 5,$00 LB$ ;-----^- -----; ® (SEE SPECIFICATIONS) Prapoletl far. BOX AND TOP MUST BE (� NJTi'L CST C��?G oOd STRUCTUREQTi'V`7P#C�ALD LIFTED SEPARATELY I SCALE:N.T.S. i I 'D Yt5TEy1''I-'R9k+E[t".-ims I i 500 BOYWn STON STREET uum N,a,uuWmL - SURE 1390 �I BOSTON,MA 02199 v I j i I (617)262-4646 �mm I nn i I I i P„y,,,,�by: -- I I 21,700 LB$ I - 1 7J"TO 2"UNIFORMLY SIZED ANGULAR 77�� /'� I I WASHED STONE PLACED IN 8"LIFTS AND RJ®1 CONNELL a j I I 1 h HAND COMPACTED. —j-------IV-------� o � SEE PAVEMENT $!ASSOCIATES,INC. c; CURB INLET SHAPING SECTION DETAIL STONE AND PIPE. CIVIL ENGINEERS,SURVEYORS (DWG.C-7) MIRAFl 140N FLIER FABRIC OVER d. (BY OTHERS) INLET (BY OTHERS) &LAND PLANNERS MONTVA VE S PARKING VARIES S0 NEHAM.M 02 SDR-33 PVC COUPLING WASHED STONE ,� AT GRADE PHONE:781 MA 02180 CAST INTO PRECAST BOX WALL TO TOP OF PIPE /�/ ELEV. PHONE:78t-279-Ot80 - (OUTLET PIPE LOCATION VARIES) ELEV.VARIES `/ p�// 'q .{ FAX:781-279-0173 -PUNT AS SUPPLIED (TOP OF STONE) TREE FRAME BY AMERICAST �. CLEANOLR COVER &GRATE (NOT SHOWN GALVANIZED ELEV.VARIES - - CAST IN TOP SLAB CAST IN FOR CLARITY) ANGLE NOSING (TOP OF PIPE) l '\ TOP SLAB TOP SLAB CURB AND GUTTER P�mp)ec/t�xampa:�•}•� a INTERLOCKINC�� (BY OTHERS) CMP 480 SUITE 3 JOINT(TYP) T T STREET ARSENAqL��/8��7REET Yo ELEV.VARIES WATRTV•rfr,MA m (SOT.Of STONE) Drawing Name: _ DOWEL BARS DRALINALGE DETAILS O 12"O.C. UNDISTURBED MIN.AT MATERIAL ENDS - i'-0'FILTER jFABRIC PROVIDED MULCH BY AMERAMERICAST � •PERFORATED E UNDERDRAIN SYSTEM m NOTE. "' UNDERDRAIN STONE PROVIDED BY AMERICASf J BY AMERICAST / \ FILTER MEDIA PROVIDED BY AMERICAST FOR ELEVATIONS SEE GRADING A,DRAINAGE PLANS. c� OTMICAL F&TEGGS'A DE TAX TYMCAL 3USSURFACE Dd�FILTHAVO#W SYSTEM 1�TH X CR S C AP C®7 SCALE: N.T.S. OSCALE: N.T.S. ;a \ `" "` 14074 CRpynght©2O1S by R.J.O'Connell&Aseociote Inc. NOTES- /-FINISHED GRADE BASE COURSES) (- MAX TRENCH WIDTH= ADJUST TO GRADE WITH BRICK SET 1. MANHOLES AND ALL COMPONENT PARTS SHALL - PIPE O.D.+2 FT. IN FULL MORTAR BED OR PRECAST BE OF SIZE,STRENGTH AND CONFIGURATION AS MIN. 3 FT. DOUBLE ROW EF CONCRETE RINGS SHOWN EXCEPT THAT TOP IC CO MAY BE ( ) —BUTYL RUBBER 0-RING PER ao - APPROVED PREFORMED SUBSTRUTED FOR ECCENTRIC CONE SECTIONS, ASTM C443 SET IN RECESS HALF SECTION HALF SECTION BUTYL RESIN JOINT 30"DIA.MANHOLE FRAME&COVER MANHOLES SHALL BE AN ASSEMBLY OF wd� C990/ASSHTO 198 B SECTIONS PER ASTM C478 OR MONOLITHICALLY, IN EARTH IN ROCK SEALANT PER ASTM REINFORCED,PRECAST CONCRETE BASE RISER -WARNING TAPE TO BE TYPE D y EAST JO AS CAST-IN-PLACE REINFORCED CONCRETE. o " SAND BACKFILL pAVEMENT SECTION WORKS OR APPROVED EQUAL COVER APPROVED 5,000 PSI CONCRETE - (SEEOF S) TO BE LETTERED"SEWER" 3"HIGH) APPROVED MANHOLE STRUCTURE SHALL BE ( ) DESIGNED AND CONSTRUCTED TO MEET OR ww�n 4"CONDUIT(TYP) / EXCESS EXCEED OF ONE N(1)AND PER DAY PER _ PLACE SHEETING ADJUST TO GRADE W 3 TO 5 VERTICAL FOOT OF MANHOLE. WHERE INDICATED M. ._ OR DIRECTED MAX R122 ADJUSTMENT MORTAR 2. MANHOLE STEPS TO BE STEEL REINFORCED. S T T E E O CO-PLYMER,POLY-PROPLYLENE PLASTIC BGRAVEL ORROW OPENING CONFORMING TO ASTM D4101. STEEL z - 8" REINFORCING SHALL BE A DEFORMED 1/2" ROD,GRADE 60.ASTM A615 4 �IFY''II' 3. MATERIALS AND METHODS OF INSTALLATION �\ ` /�''/ BITUMASTIC 0-RING o G.1 SHALL CONFORM TO TOWN OF WATERTOWN M\\v /� /�/ � 4�;- ` n SEWER DEPARTMENT SPECIFICATIONS. NEX GE OCmA MATERIAL MIN CL SHALL PROJECT BEYOND 'AIM WITH 2 COATS OF CAR80LINE 36" I PIPE me ?:r y� S'-='=: PIPE THIS LINE NOTES: BITVMASTIC 300M COAL TAR EPDXY LIMITS FORy'�;. _- � MIN. OR APPROVED EQUAL , SECTION 3-3 _„. 'Y^,a 1.HORIZONTAL JOINTS BETWEEN PRECAST CONCRETE MANHOLE y o NORMAL EXCAVATION OMITS FOR PIPE - BUTYL RUBBER FLEXIBLE JOINT r. _ SECTIONS SHALL BE OF A TYPE APPROVED BY THE ENGINEER. SEALANT PER ASTM C BOO INT ROCK EXCAVATION JOINTS SHALL BE MADE WATERTIGHT WITH A BUTYL RUBBER STEPS / I 18"O.C. M-1988 0-RING PER ASTM C443 OR A DOUBLE ROW OF BUTYL RESIN UNDISTURBED MATERIAL JOINT SEALANT IN ROPE FORM CONFORMING TO AASHTO 198 KOR-N-SEAL PIPE TO MANHOLE a B/ASTM C990. CONNECTOR W/STAINLESS STEEL SAND BED ' I CE PIPE 2.ALL GASKETS AND SEALANTS SHALL BE INSTALLED INS^� PIPE CLAMP OR APPROVED EQUAL d n MASSOOT M1.04.0 TYPE A PIPE (TYP,) o . \ ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS m _o \ 4 4"" n ..• 4" NOTES- 3.FOR BITUMASTIC TYPE JOINTS THE AMOUNT OF SEALANT Ij,' z SEWER PIPE 1. WATER MATERIALS AND METHOD OF o a. + � � SHALL BE SUFFICIENT TO FILL AT LEAST 75%OF THE JOINT � 12"MIN.(TVP�" BRICK INVERT AND CAVITY. CHANNEL AT 2/3 PIPE • ♦ e��.p INSTALLATION MUST MEET OR EXCEED 72"MIN. DLA.SEE DETAIL BELOW //��1�����1 """�\�/•\"r"'r"r NQg_ THE TOWN OF WATERTOWN'S WATER 4.MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM 3/4"CRUSHED t MUST MEET ELECTRIC AND TELEPHONE DEPARTMENT'S SPECIFICATIONS. TO THE TOWN/CITY SPECIFICATIONS. -gib"0 0" STONE OR CRUSHED COMPACTED SUBGRADE BFCTION 1-1&T-? COMPANY'S SPECIFICATIONS. COVER BASE � _ 2. MAINTAIN A MINIMUM OF 5'OF CER q p OVER THE TOP OF ALL WATER ONES. PRECAST CONCRETE SEWER S47 nMMOLLE(SHH) 0 51 YNC AL ELECTRXA�L�L�.CEPHONE DUCT BANK SECT#ONS �TYNCALL WATER TRENCH DETAM � SEWER MANHOLE JOOIn9TWO METHODS O WITH(EGG#CK NVERT k � o SCALE:N.T.S. �,/SCALE:N.T.S. SCALE:N.T.S. - SCALE:N.T.S. _ NOTES: 1.ALL WATER MAIN FITTINGS, BENDS,TEES,PLUGS ETC. Jp���Os CONC.THRUST BLOCK(BEND) SHALL BE RESTRAINED W/ POURED OR HANG THRUST BLOCKS EXCEPT PACKED NON-SHRINK POURING SPRUE PROPOSED GRADE O"�4� to HRUSTBLOCK WHERE NOTED. MORTAR HALLEMUE, IF REQUIRED INSIDE FACE O WATER MAIN - WATERPLUG,EMBECO OR OF MANHOLE 2.ALL THRUST BLOCKS& APPROVED EQUALCOLLARS SHALL BE INSTALLED FORMTEMPORIIF FILL WITHEXTEND TIE ROD TO RETAINER SO THAT THEY BEAR AGAINST INSIDE FACE REQUIRED MORTAR PIPE STORM DRAIN GLAND AT NEXT WATERMAIN SECTION UNDISTURBED EARTH. OF MANHOLEMECHANICAL JOINT BEND ANGLE VARIES LL 3.SIZE OF CONCRETE FORMED 3"MAX, s RETAINER GLAND(TYP.) THRUST BLOCKS AS NOTED OPENING SPACE STAINLESS WITH TIE ROD RESII2AINT5 PLAN ELEVATION BELOW. STEEL STRAP PRECAST CONCRETE / \ TRENCH - RUBBER-LIKE SEWER MANHOLE Sed. 3/4"TIE ROD(TYP.) 4.MINIMUM COMPRESSIVE (SEE DETAIL) STRENGTH OF THRUST BLOCK NON-SHRINKING MORTAR FLEXIBLE SLEEVE RED NOTE.INVERT TO LAID V OF LdgSsn CONC.THRUST BLOCK(CAP) CONCRETE SHALL BE 4,000 ON EDGE AS STRETCHER. o� m FLAG ROCK P.S.I. (DRAIN MANHOLES) JOHN J. N PLUG L�B C.THRUST BLOCK LOCK-JOINT FLEXIBLE MANHOLE SLEEVE(OR EQUAL) PITCH TO GRAIN G i TEE 5.MINIMUM BEARING AREA (SEWER MANHOLES) 1"PER FOOT N0.4YI9I o '�" BASED ON 2000 LB/SF INSIDE TABLE TO BE REDALLOWABLESOIL BEARING FACE OF ANODIZED ALUMINUMCLAY BRICK LAID FLATPRESSURE WITH A 1.5 SAFETY MANHOLE INTERNAL CLAMP 2/3 PIPE DIA MIN.•FACTOR. FlLL ( ; of�,pN MAIN K FILL IC WITH ELEVATION YARD OF I CONCRETE MUM OF /MUST BBE +PIPE USED FOR THRUST BLOCKS \\- °- CONCRETE THRUST BLOCK(CAP) \ WATER MAIN BEARING THRUST BLOCK 7 MATERIALS AND METHOD STAINLESS y v _ `.� Designed by: SPG BEE DETAIL ON THIS SHEET' OF INSTALLATION SHAH .y.;. STEEL CLAMP - GRAVITY THRUST BLOCK SEE - CONFORM TO THE TOWN OF '<<: DYGWN.by: KPM DETAIL ON THIS SHEET MINIMUM THRUST BLOCKING BEARING AREAS IN SQUARE FEET I WATERTOWN'S WATER RUBBER-LIKE NOTES Checked b RWS DEPARTMENT SPECIFICATIONS. KOR-N-SEAL BOOT _ y PIPE DLA TEES/CAP/HYD 90'BEND 45'BEND 22.5'BEND 11.25'BEND 1. PIPE TO MANHOLE JOINTS SHALL BE ONLY AS Scale: N.T.S. 4" 2 2 - 2 2 1 APPROVED BY THE ENGINEER. - ---.NOTE -..- 6" 4 5 3 2 7 KOR-N-SEAL JOINT SLEEVE(OR EQUAL) 2. NON-SHRINKING MORTAR SHALL ONLY BE USED . Date: 02/10/2015 NOTE: 8" 6 8 5 2 1 SEWER MANHOLES WHERE SPECIFICALLY APPROVED BY THE ENGINEER. MATERIALS,METHOD OF INSTALLATION SHALL 10" 9 13 - 7 3 2 ( ) CONFORM TO THE TOWN OF WATERTOWN WATER MATERIALS AND METHOD OF SEWER DEPARTMENT SPECIFICATIONS. INSTALLATION MUST MEET OR 14 13 2 10 4 3 EXCEED HAVER HILL WATER 14" 18 25 14 6 4 3. MATERIALS AND METHOD OF INSTALLATION SHALL / DEPARTMENT SPECIFICATIONS. 16" 23 32 76 8 6 CONFORM TO THE TOWN AND THE PIPE PrW°rad Por. MANUFACTURER'S SPECIFICATIONS, T YNCA(L WATER MAN OFFSET DETG^QM O TYPPCALL`I H MBT O LOCK DE I TALL O NPE C4'ONNEC I ONS TOO MANHOLE DETA& �TYNCA(L C R#CK NVERT SEC7#ON FOR SEWER MANHOLE SCALE:N.T.S. O SCALE:N.T.S. SCALE:N.T.S. SCALE N.T.S. D bYLSTn')d'P.Q{b7PHR.;Rt€,1'Y 8001 BOYLSTON a STREET Iu,mn,wwiuu� SURE 1390 BOSTON.MA 02199 NOTES. (617)262-4646 NOTE: 1. HYDRANT MANUFACTURER TO BE DIMENSIONS AND CONSTRUCTION OF v PER TOWN'S STANDARD. DROP MANHOLE TO BE SIMILAR TO MAX TRENCH WIDTH= TYPICAL MANHOLE EXCEPT AS SHOWN. EIREND ENCASEMENT PIPE O.D.+2 FT. Prop°rod by. a 2. HYDRANT MATERIALS AND METHOD TO FIRST PIPE JOINT (MIN.=3 2 HYDRANT W/6"MECH.JOINT OF INSTALLATION MUST MEET OR 0 BEYOND EXCAVATION BASE CONNECTION.TWO HOSE SQUARE OPERATING NUT EXCEED TOWN OF WATERTOWN'S HALF SECTION HALF SECTION RJO CONNELL &ONE PUMPER NOZZLE CUT OPENING IN CUT BELL OFF TEE TO -(OPEN RIGHT PER TOWN OF WATER DEPARTMENT SPECIFICATIONS. IN EARTH IN PRECAST MH BARREL ACCEPT DOWNSTREAM C>. -WATERTOWN'S STANDARD) Qp� AND SEAL WITH PIPE SE01I0 ASSOCIATES,INC. PUMPER CONNECTION NONSHRINK MORTAR _ + CIVIL ENGINEERS,SURVEYORS FACES ROAD PLACE SHEETING PAVEMENT SECTION &LAND PLANNERS vI BRICK DAM J WHERE INDICATED - TE 6' NOZZLE MUST BE SET AT A MIN.OF V-3" ` OR DIRECTED (SEE DETAILS) 8D MONTV ALE AVE g @ AB TE MIN. AND A MAX.OF 2'-0"FOR BREAK TYPE STONEHAM,MA 02180 FLANGE 3"ABOVE FINISHED GRADE. x\�4,\Y\Sc PHONE, 781-279-0180 FINISHE FAX:781-279.0173 GRADE CURB •DROP MANHOLE LIMIT OF MANHOLE GRAVEL v CONCRETE TEE EXCAVATION CONNECTION SHALL BORROW THRUST BLOCK `HYD:EXTEN. BE INSTALLED AT ^ 75 ®TOP IF ALL LOCATIONS WHERE NOTE: REQUIRED VALVE BOX AND COVER, DROP EXCEEDS 24" 8" DROP TO BE SAME z DO NOT BLOCK DO NOT SET BASE OF VALVE BOX ON VALVE. SIZE AND MATERIAL _j°°t N°m°: \ y 3 HYDRANT DRAIN SET BASE ON EARTH TO PROTECT STEM. AS SEWER e° NO LEDGE OR a HYDRANT TO BE �_° p`p4. UNEXCAVATED MATERIAL 480 SUITE 3 .I RODDEO TO GATE MECH.JOINT HYDRANT TEE PIPE yp4' PIPE SHALL PROJECT BEYOND VALVE,AS PER WITH ROTATING GLAND BRICK LINED . 45'BENDS LIMITS FOR d 2% THIS LINE ARSENAL STREET 6"GATE VALVE TOWN/C7Y'S ro INVERT _ n NORMAL EXCAVATION x ARSENAL TO Tl a ro m 8"CLDI RUNOVT SPECIFICATIONS. ° A' Q�NT � ..A! J 6"CLDI v 3000 PSI CONCRETE PLACED °°O m 3/4"CRUSHED AGAINST UNDISTURBED MATERIAL UNDISTURBED MATERIAL Or°veiny STONE OR FORMWORK.PIPE SHALL BE T UTILITY DETAIL BRACED AGAINST MOVEMENT OR FLOTATION. LIMITS EXCAVATION " - WATER MAIN- ` CE PIPE i °o' MECH.JOINT$ V( , i SF 3/4"CRUSHED STONE, Typ) MIN.BEARING MASSDOT M2.01.04 NOTE , Yw HYDRANT SHOE - '-PROVIDE 1/2"TO 3/4"STONE METHODS OF INSTALLATION TO MEET STONE/PRECAST TO 6"ABOVE HYDRANT DRAINOR EXCEED THE TOWN OF /-_ WATERTOWN'S SEWER DEPARTMENT BEARING PLATE CONCRETE THRUST BLOCK AND PIPE MANUFACTURER'S OwYl:e N°.: I - EXACT SIZE TO BE DESIGNED FOR SPECIFICATIONS. /—� SPECIFIC CONDITIONS AND LOCATIONS. E. r }TY#D#CALL F#ICE HYDRANT COW7NCECT#ON DETAIL O TYWCALL EXTCER§OR DROP MANHOLE COt NECT#OUNI DETA➢LL O T YMCALL SEWER TRENCH DETAOCL -V( v SCALE:N.T.S. SCALE: N.T.S. SCALE:N.T.S. 14074 C°pyri9ht©2015 by R.J.O'C-0&M.da .Inc SIGN o NOTES: - WHITE E PAINTED 1. PUCE GRAVEL AND BITUMINOUS TOP COURSE BITUMINOUS TOP COURSE F8"WllWID STRIPE CRUSHED STONE AND SEE PLAN �i THOROUGHLY COMPACT SO 3/4"RADIUS� ' FOR MATERIALS BITUMINOUS BINDER COURSE BITUMINOUS BN COURSE t_w - THATCOM CURBING IS ( I 'R 0 3"DIA POST PAINTED COMPLETELY SUPPORTED I 1 I I,I I1111V I, di V J III IIJI Ill lul II Idl a hell I,I Id I III II II i,IL IIII d11,L1 i i' El THROUGHOUT ITS LENGTH. 1 4-E�=,'\�``( I /✓��`'3 1 { f r-/ '`\\I I / /�� BLACK. PROVIDE POSSIGN = BITUMINOUS 11 a_ CAP AT TOP OF SIGN W n - 2. CURBING SHALL BE FITTED POST. TOGETHER AS CLOSELY AS m CONCRETE m _ POSSIBLE,JOINTS FILLED PAVING WITH CEMENT MORTAR AND � \/ SUBBASE COURSE SUBBASE GUUR6E D NEATLY POINTED ON THE TOP AND FRONT EXPOSED 1 a BASE COURSE BASE COURSE , L L _ PORTIONS.AFTER POINTING, CURBING SHALL BE CLEANED �^ CONCRETE COMPACTED SUBGRADE COMPACTED SUBGTWDE �a _ OF ALL EXCESS MORTAR CONCRETE--=�• ° - m FORCED OUT OF JOINTS. 18"HIGH PRECAST STANDARD DUTY PAVEA,ZN,'[ 1HEAVY DUTY PAVEMEE - el GRAVEL A CONC.CURB ��^ SUBBASE V ° -IC j 3500 PSI PC CONC. '�; • n / STANDARD DUTY HEAVY DUTY _ e ' I PAVEMENT LAYER PAVOENT PAVEMEW 1.BITUMINOUS TOP COURSE SHALL '� _ z TOP COURSE MEET MASS COOT REM M3.11.00 BITUMINOUS PAVEMENT 114 INCHES 1 INCHES TABLE A(TOP COURSE) Xi TYPICAL REGULATORY SIGNS,INCLUDE,BUT ARE NOT LIMITED T0,THE y � (SECTION M3.i 1.00 - m 3// 2.BITUMINOUS BINDER COURSE FOLLOWING: \�\ S70NE4'CRUSHED FOUNDATION BINDER COURSE SHALL MEET MASS DOT ITEM BITUMINOUS PAVEMENT 2 INCHES 2y INCHES M311 00 TABLE A(BINDER 1. STOP SIGN SECTION M1.11 00 COURSE) 2. YIELD SIGN c a BASE COURSE 4 INCHES 6 INCHES 3. SPEED LIMIT SIGN WHITE PAINTED LETTERS T-9" SEE NOTE 3 3.BASE COURSE MATERIAL SHALL 4. PEDESTRIAN CROSSWALK I `\/' SUBBASE COURSE BE DENSE GRADED CRUSHED 5. DIRECTIONAL SIGN 5' 7" AR FILL) 6 INCHE 6" I(GRANULS 10 INCHES I STONE FOR SUBBASE,Mass DOT ITEM M2.01.7,PROCESSED GRAVEL +NOTE:IN NON-PEDESTRIAN AREAS ADJUST SIGN HEIGHT FOR CLEAR COMPACTED FOR SUBBASE,Moss DOT ITEM VISIBILITY BASED UPON SITE SPECIFIC CONDITIONS. NOTE PAVEMENT LETTERINGS `< SUBGRADE M1.03.i OR RECLAIMED PAVEMENT SHALL CONFORM TO THE DIMENSIONS OF THIS DETAIL `s PAVEMENT SECTION TABLE BORROW MATERIAL,Maea00T ITEM UNLESS OTHERWISE NOTED. q M1.11.0. g 5YP➢CAL CURB MINE-OAST CONCRETE)DLEYA➢L 6 TVF9CAL PAVEMEPv TPETA➢L � ➢R➢TER#OR REGULATORY WON O TYP➢O4ld PA➢ TED STOM DETAR SCALE: N.T.S. SCALE:N.T.S. SCALE: N.T.S. SCALE:N.T.S. b2:l 1f - BACK OF SIDEWALK 2%MAX t CONTINUOUS 3/8'x 1 1/4"SCORE JOINT _ 5 5%MAX. �1%MIN. MIN.4'%4'LANDING 6" 4"CONCRETE SIDEWALK 3/4"RADIUS CURB I AT MAX.2%ANY 1 , z �, DIRECTION10%MAX.(SEE 6x8-W7.4 z W7.4 - .+ x33 ""' 4' NOTE 12) \ f WELDED WIRE FABRIC 6" 1/2"PREMOLDED JOINT FILLER -ASPHALTIC CONCRETE PAVEMENT � 2%MAX (SEE DETAIL THIS SHEET) 1 SIDEWALK WIDTH VARIES SEE DWG.C-2 FOR SIDEWALK WIDTHS � Seal: / CURB TRANSITION ZN OF Mq v X X X v d - "'^ u I 5%MAX. (STRAIGHT OR CURVED) �4,P S,Ign R '\ o JOHN J. G „'6"LOAM AND g 4'-10" / f STOV i - SEED BY LAND CONTRACTOR 4'-4" b• 4'MIN.RAMP m COMPACTED PROCESSED GRAVEL �A / 6"COMPACTED \ 3'-10" 4" 10%MAX.(SEE NOTE 12) (M1.03.1) PROCESSED GRAVEL(M7.03.7) xONA 1 •/ \ UP AT RAMP v i�MIND SEE NOTE 11 Ooo 1'-8" s" I , $ r TYPE 4 (AR4) zip BROOM FINISHED,AIR ENTRAINED.4,000 1 NOTE, A !\ / \ \ ��\�� / ) {('i - „1 II (i Designed by: SPG I PSI,3 4",610 CONCRETE CEMENT(TYPE II !I.,�yi DTOWn by. KPM E( CONCRETE SHALL BE 4000 PSI / �\�\�\� �'/\ Checked by: RWS N`z \�\ rvA\i" AAivA% BLUE scale: N.T.S. 'e 3 WHITE g COMPACTED SUBGRADE BORDER BACKGROUND WI H VARIES Date: 02/10/2015 -L DT ( (SEE SITE PUN ¢55' FOR SIDEWALK � CONCRETE CURB REVEAL DIMENSIONS) VARIES 0"-6" 2%MAX. Propane 8%MAX. 1%MIN CTYPICAL CONCRETE 69DEWALK W1 MObNIO(sPT049C CURB O TbP➢CAL CONCRETE SIDEWALK DETAIL n TYP➢CAL PA➢6 T D HAN09CAP SYMBOL BOL WTH BLUE BACKGROUND 6 '. II O SCALE:N.T.S. CONCRETE CURB SCALE:N.T.S. f SCALE:N.T.S. _ REVEAL 6' 84YT:.STDT7'7'P$QFE[C'f7E,4 `r BOB"80YL5(O4,I SKEET I ,I'll I'll, ,1 8R MAX*EV SUITE 1390 k CONCRETE CURB REAL CURB BOSTON,MA 02199 1:e, VARIES 0"-6" TRANSITION (617)262-4646 / 2%MAX }� 1%MIN. w"( v 4'MIN.RAMP '/ 1 P.epane M: 3 \-NO LIP AT RAMP 1 o MASSDOT M4.0200 BROOM 2%MAX. RJU CONNELL F F .4000 PSI.311r,610,TYPE U i%MIN. SEE NOTE 11 a' 6x6-W2.9 X W2.9 CEMENT CONCRETE & INC. ASSOCIATES, r U WELDED WIRE FABRIC TYPE 5 (AR5) CIVIL ENGINEERS,SURVEYORS BITUMINOUS CONC. al, PAVEMENT.(SEE NOTE 2) 8 LAND PLANNERS \ ° BO MONTVALE AVE STONEHAM, MA 02180 PHONE:781-279-0180 rixT m� X.° X- _ XI X Fax:781-279-0173 ffi PROCESSED GRAVEL FOR ` S AGGREGATE BASE 1� ° O / O / NOTE /Pmjeal Nomr. I MASSOOY M1.03.1 TYPE C 2'-0" �+ i. SEE PUNS FOR CURS TYPE. 480SUI'I'C.'3 F") m� 2. CURB,DAMPS AND WALKS ALONG ACCESSIBLE ROUTES SHALL MEET EXCEED STANDARDS SET FORTH IN THE MASS 010 ADA T ARCHITECTURAL FOR ACCESSIBLE�IGN.R52tCMR AND THE AMERICANS WITH DIS481LIRES ACTT (ADA) STANDARDS O AM�G'\ILL QTPSCLR m / 3. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2% RAM WATEKOWK MA F% [f 4. THE MAXIMUM ALLOWABLE RUNNING SLOPE OF AN ACCESSIBLE ROUTE,EXCLUDING CURB RAMPS,SNALL BE AM m COMPACTED SUBGRADE 5%. - ----- 'f 5. THE MAXIMUM ALLOWABLE SLOPE OF AN ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8%. OwaM°9�Name' �jy A'/1 '`ry T"°L 6. MAINTAIN A MINIMUM OF 4 FEET CLEAR AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E.,HYDRANTS, SITE,I.T (gARfIIiYIV AND c -SWEL SPACED UTILITY POLES,TREE WELLS,S:GNS ETC.) L� ryE,'^1^�'y�y m NOTES: - 2'O-C-(TYP.) 7. GRADE BASE OF RAMP TO PREVENT PONDING. TRAFFIC CONTROL ROL 5, 8. RAMP CONSTRUCTION SHALL CONFORM TO TYPICAL SIDEWALK SECTION. q j 1. CONSTRUCTION AND MATERIALS PER GEOTECHNICAL ANALYSIS. 9. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'X5'PASSING AREA DETAILS ff SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. } 2. WHERE CONCRETE PAVEMENT ABUTS BITUMINOUS CONCRETE PAVEMENT, NOTE.. 10.ALL CURBING AT RAMPS SHALL BE VERTICAL CURBING SET FLUSH WHERE IT ABUTS ROADWAY. 1:E INCREASE THE OUTER 2'OF THE CONCRETE PAVEMENT TO 12". 11.WHEELCHAIR RAMP SLOPE AND SIDE SLOPES(TRANSITIONS)MUST NOT EXCEED 1:12(8%MAXIMUM,7.5% 1. SEE PARKING AND TRAFFIC CONTROL PLAN FOR SPECIFICS. PREFERRED). / \ M 3N 12.ALL RAMPS SHALL BE CEMENT CONCRETE WITH EXPOSED AGGREGATE SURFACE. OmNng No.: 7 f '� _ o O 5➢SIP➢CAL CONCRETE�9CG�CTI PAVEMENT SG�Cp➢ON7 DU➢ PSpGG�PAS ADA PAG�C3➢INIC SpGW➢P➢➢YO DGpG^i➢L Ola1CCC ➢DLL CURB(�AG�PS 6AP) C SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. Pmjxt : 9 . ` 14074 , Copyright©2015 try R.J.O'Connell&Aes mtee,Inc. TOP RAIL 1 1/4" NOMINAL DIA. 18'-0"MIN.LENGTH TOP RAIL 24" q9 OR TWO p14 STEEL FASTENE6S END BANKS IMAV bR APPLIED EQUAL I a/a"xt/e SEX MIN. FlN.GRADE(SEE SITE PLAN FOR STIR CIF{IER„OAR EXPANSION SLEEVE i �iE�t r s�el�eRs 3/4°�x5/i6 '{fi BRACE TUBE PAVEMENT INFORMATION) END OR ORRAPPROuvED EWaE TOP COURSE CORNER POST ; y ea¢B�""x '"E 4,000 PSI CONCRETE 4 m r ISH 72" BINDER COURSE m ig BooBtt GROUND LINE f Le fmuwo LINE POST E 4" e 4• - 6 - MIN m ........ 3 E UP .V. 2- ¢ RP e moz CONSTRUCTION JOINT EQu EQUAL' BASE COURSE m rc m 10'-0"C.C -#5 CONT.MAXMA% - �w � ®2'O.C. 2 #4 t-+ END OR CORNER POSTS: LINE GATE 11 END POST BASE(°A' MIN) NOMINAL 2 DIAMEfff�OAL�ANIZED 2=6 FOR 4 FT.FENCE. 16" STEEL PIPE,OR 2 1/2 x2 H SECTION. 3'-0"FOR 6 FT.FENCE. -MIN,- UNE POSTS: 5'-0"FOR ALL OTHERS NOMINAL 1-1/2"DIgMFwTER G/AgL-yANIZED STRETCHER BARS `�"' " H SECTION OR i-7/9 t-5' STEEL OF�C.BE STR�HHEER BAR FORFOR LLEACHH�GATE S BRACE TUBES &END POST&TWO STRETCHER BARS FOR 8' NOMINAL 1-1/4"DIA GALVANIZED CORNER&BRACING. -- STEEL PIPE. NOTES: 1.ROUND BASES MAY BE SUBSTITUTED FOR THE SO BASES SHOWN BY - USING FIBER TUBULAR _ FORMS. 2.BORR144 G OMOT REQUIRED NCE TYPICAL V CNAIN LWK FELn9CCE DCETAM ^ � SCALE: N.T.S. ICCoONnICRC�TWASPHAP T PAVENAIC�In�gT JONT DCETAK `J SCALE:N.T.S. B ,6 DA SCH 40 GALVANIZED STEEL / PIPE FILLED WITH CONCRETE WITH TOP ROUNDED - g Y z sI t 1 AINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS \ WHITE PAINTED : 5°°I' SH OF M1s Sq ARROW j C` ,000 PSI CONCRETE �0 JST.OY 5TOY CIVR ,9 Wo.42idi O " p 60 S EP G<c�0 711y t Des fined by: SPG ` o- Drawn by: KPM Checked by: RWS + e ...Scale: ...... NT.S. Date: 02/10/2015 ta" � TYP P1RmN for. O SCALE: AL PAINTED ARROW DETAIL SCALE: N.T.S.N O TYPICAL DOLLARD DETAK SCALE:N.T.S. �#�EFFS�f.C7T{JN'FZ4f�S?.P.$3f�.3`' neJY.YJIY•YYIIUYI'� 800YLS?ONSTREET SURE 1390 BOSTON,MA 02199 (617) � (617)262-4646 � a g / \ I 6'CHAIN LINK FENCE LOAD NOTE: PfBP°�bY: (SEE DETAIL THIS DRAWING) '.'4 (NO BACKe-OPE—N A NO SURHOWN CNARGE) �] ('� !!!€ W I WIDE PAINTED SOLID +QQa_�ASSOCIATES, WHEN STRIPE STOP LINE &ASSOCIATES INC. n WHEN SHOWN ON PLAN MOVE BLOCKS FORWARD DURING - 26"TOP BLOCK INSTALLATION TO ENGAGE SHEAR CIVIL ENGINEERS,SURVEYORS 12 WIDE PAINTED SOLID SETBACK=1.25" KNOBS(TYPICAL) &LAND PLANNERS al WHITE STRIPES 1'-6"MIN. (4.0'BATTER ANGLE OV 2'-3"MAX. - 4��-0" - ON WALL) Y, - 80 MONTV ALE AVE EQUAL BOTH SIDES GROUND LEVEL STONEHAM,MA 02160 --li7 I PHONE:781-279-0180 `T FAX:781-279-0173 �I EXPOSED ".Ir - FREE DRAINING BACKFlLL TO F \ WALL T�lw=t Name: WALL �l� "EXTEND AT LEAST 12°BEHIND �pA p1' q _ HEIGHT al`� WALL 480 SUITE 3 u 3 0 O.C.(TYPICAL) NON-WOVEN GEOTEXTILE ARSENAL STREET " GROUND LEVEL .t[' FABRIC(IF SPECIFIED) 2'-0"(WHERE APPLICABLE) WATErfYY'41cIlU M ti _ - YT 1'1T V�PYS 1111A BROAD _ _-_ _ - 28"BOTTOM BLOCK Drawing Nama LEVELING -k1 - -= SITE, PARKING AND ° = TRAFFIC CONTROL o _ - PERFORATED SOCK DRAIN DETAILS ROAD CENTERLINE(STRIPE)TO ALIGN WITH � CRUSHED STONE (AS SPECIFIED BY ENGINEER) ` f STRIPE OR SPACE CENTERLINE(SPACE SHOWN) LEVELING PAD Co SEE REDI-ROCK.COM FOR DETAILED / \ SECTION DRAWINGS OF EACH CONDITION Onwmg Na.. SHOWN IN THE DESIGN CHARTS e O TYPICAL 12"WME 90'PAINTED CROSSWALK OETWL �,TYPICAL ORAVRTY WALL WITH 28-#NCH BLOCKS fRED§-ROCK) SCALE:N.T.S. SCALE:N.T.S. _ � "°"`t"° 14074 o Copyright©2015 by R.J.O'Connell&Awwoglate Inc.