Loading...
HomeMy Public PortalAboutArsenal Street Hotel Site Plans-2014-05-13_2014051610294792480 0 N E U N 0 0 0 0 0 N V) J Q > 0 n Q Issued for: Local Approvals Date Issued: May 13, 2014 Latest Issue: May 13, 2014 Number Drawing Title Latest Issue C-1 Legend and General Notes 5/13/2014 C-2 Layout and Materials Plan 5/13/2014 C-3 Grading, Drainage and Erosion Control Plan 5/13/2014 C-4 Utility Plan 5/13/2014 C-5 Site Details 5/13/2014 C-6 Site Details 5/13/2014 C-7 Site Details 5/13/2014 L-1 Landscape Plan 5/13/2014 L-2 Landscape Details 5/13/2014 Reference Drawings Drawing Title Latest Issue Existing Conditions Plan 4/22/2014 Site Lighting Plan 5/13/2014 Architectural Drawings (By ADD Inc.) Drawing Title Latest Issue Overall Site Plan Level 01 - Ground Floor Plan Level 02 - Typical Floor Plan Level 06 - Floor Plan Elevation at Arsenal Street Elevation at Elm Street Rendering Rendering Rendering Rendering 5/13/2014 5/13/2014 5/13/2014 5/13/2014 5/13/2014 5/13/2014 5/13/2014 5/13/2014 5/13/2014 5/13/2014 Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts LIN, MR 6 C. 1,77 i. T 1 . I OR 212 -'girl IN � � �,©r►- y � . 1, � Site � I INTERSTATE �, � � � �� �� ►V� �� 90 �_�� .-,• -,� fir, == �" ,AN� pet Mal, I .. W40,F MY I IN kk Site Location Mapt 0 1000 2000 Feet Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 617.924.1770 • FAX 617.924.2286 Owner/Applicant: BP Watertown Hotel, LLC c/o Boyslton Properties 800 Boylston Street Boston, MA 02199 Phone: (617) 262-4646 Assessor's ID: 1236 5H 0 Lots: B, El H, & J Architect: ADD, Inc. 311 Summer Street Boston, MA 02210 Phone: (617) 234-3100 Group One Partners, Inc. 21 West Third Street Boston, MA 02127 Phone: (617) 268-0209 Surveyor: Feldman Land Surveyors 112 Shawmut Avenue Boston, MA 02118 Phone: (617) 357-9740 Geotechnical Engineer: McPhail Associates, LLC 2269 Massachusetts Avenue Cambridge, MA 02140 Phone: (617) 868-1420 MEP: R.W. Sullivan Engineering The Schrafft Center 529 Main Street, Suite 203 Boston, MA 02129-1107 Phone: (617) 523-8827 Transportation Engineer: Vanasse & Associates, Inc. 10 New England Business Center Drive Andover, MA 01810 Phone: (978)-474-8800 AWALD\LD\12666.00\CAD\LD\PLA1ISET\L0CAL APPROVALS\12666.00LG BZ Prop. Legend PROPERTY LINE PROJECT LIMIT LINE - - - - RIGHT-OF-WAY/PROPERTY LINE - EASEMENT BUILDING SETBACK PARKING SETBACK 10+00 BASELINE CONSTRUCTION LAYOUT ----- ZONING LINE TOWN LINE BB BC CC CG ECC MCC PCC SGE VGC LIMIT OF DISTURBANCE WETLAND LINE WITH FLAG FLOODPLAIN BORDERING LAND SUBJECT TO FLOODING WETLAND BUFFER ZONE NO DISTURB ZONE 200' RIVERFRONT AREA GRAVEL ROAD EDGE OF PAVEMENT BITUMINOUS BERM BITUMINOUS CURB CONCRETE CURB CURB AND GUTTER EXTRUDED CONCRETE CURB MONOLITHIC CONCRETE CURB PRECAST CONC. CURB SLOPED GRAN. EDGING VERT. GRAN. CURB LIMIT OF CURB TYPE SAWCUT BUILDING EN BUILDING ENTRANCE LD LOADING DOCK • BOLLARD ❑D DUMPSTER PAD SIGN = DOUBLE SIGN STEEL GUARDRAIL WOOD GUARDRAIL PATH TREE LINE WIRE FENCE • FENCE ■ STOCKADE FENCE 00000o STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN HAY BALES SILT FENCE SILT SOCK / STRAW WATTLE 4 20 10 C10 DYL SL MINOR CONTOUR MAJOR CONTOUR PARKING COUNT COMPACT PARKING STALLS DOUBLE YELLOW LINE STOP LINE CROSSWALK ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN -ACCESSIBLE PARKING Prop. 27.35 TC x 30.15 EX 132.75 x 45.0 TW x 38.5 BW 69 Q MW -UD- 12"D- 6"RD- 12"S FM OHW 6"W 4°FP 2"DW G E STM T FA CATV CONCRETE HEAVY DUTY PAVEMENT RIPRAP CONSTRUCTION ENTRANCE TOP OF CURB ELEVATION EXISTING SPOT ELEVATION SPOT ELEVATION TOP & BOTTOM OF WALL ELEVATION BORING LOCATION TEST PIT LOCATION MONITORING WELL UNDERDRAIN DRAIN ROOF DRAIN SEWER FORCE MAIN OVERHEAD WIRE WATER FIRE PROTECTION DOMESTIC WATER GAS ELECTRIC STEAM TELEPHONE FIRE ALARM CABLE TV ® CATCH BASIN ffm DOUBLE CATCH BASIN ® GUTTER INLET • DRAIN MANHOLE ® TRENCH DRAIN PLUG OR CAP co • CLEANOUT FLARED END SECTION HEADWALL • SEWER MANHOLE CS CURB STOP & BOX WV WATER VALVE & BOX TSv TAPPING SLEEVE, VALVE & BOX SIAMESE CONNECTION HYD <;, FIRE HYDRANT WM El WATER METER DIV POST INDICATOR VALVE WATER WELL O GAS GATE GM 0 GAS METER •EMH ELECTRIC MANHOLE E DI 11 ELECTRIC METER '* LIGHT POLE •H TELEPHONE MANHOLE ❑T TRANSFORMER PAD `*_ UTILITY POLE GUY POLE GUY WIRE & ANCHOR HH o HAND HOLE PB PULL BOX Abbreviations General ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EXIST EXISTING FDN FOUNDATION FFE FIRST FLOOR ELEVATION GRAN GRANITE GTD GRADE TO DRAIN LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PERF PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL Utility CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION FM FORCE MAIN F&G FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HDPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION I= INVERT ELEVATION LP LIGHT POLE MES METAL END SECTION PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE PIV POST INDICATOR VALVE RCP REINFORCED CONCRETE PIPE R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE Notes: General 1. CONTRACTOR SHALL NOTIFY "DIG -SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE SIX (6) INCHES LOAM AND SEED. 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. T T­', -- 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A. PAVEMENTS AND CONCRETE SURFACES: FLUSH B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: A. WATER PIPES SHALL BE CEMENT LINED DUCTILE IRON (CLDI) B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 C. STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) WITHIN THE SITE AND REINFORCED CONCRETE PIPE (RCP) WITHIN THE PUBLIC RIGHT OF WAY. D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO BEGINNING WORK. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. Layout and Materials 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2. CURB RADII ARE THREE (3) FEET UNLESS OTHERWISE NOTED. 3. CURBING SHALL BE PRECAST CONCRETE CURB (PCC) WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information 1. BASE PLAN: THE BASE PLAN IS BASED ON A PLAN PREPARED BY FELDMAN LAND SURVEYORS. THE PROPERTY LINES SHOWN WERE DETERMINED BY DEEDS AND PLANS OF RECORD. 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM A SURBSURFACE EXPLORATION PROGRAM PERFORMED BY MCPHAIL ASSOCIATES, LLC ON THE SITE ON DECEMBER 30 AND 31, 2013. TN - ------ -- T T- - 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. AM in ■ BOYLSTON PROPERTIES 800 Boylston Street, Suite 1390 Boston, Massachusetts 02199 617.262.4646 • FAX 617.262.1611 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 617.924.1770 • FAX 617.924.2286 No. Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Scale Not to Scale Date May 13, 2014 Project Title Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts Issued for Local Approvals Not Approved for Construction Drawing Title Legend and General Notes Drawing Number G1 Sheet of 1 9 Project Number 12666.00 2666.00 LG.DWG Q3 0 0 C5 U T N V 0 0 7 Q co N 0 N ri T 0 T 0 7D 0 Q 0 N 0 0 0 0 cv 0 N >T 0 0 Cn Q) Q) 0 cn \VHB\PROD\WAT-LD\12666.00\CAD\LD\PLANSET\LOCAL APPROVALS\12666.00_LM Vehicular Parking Requirements: 0 75 S - Zoning Summary Chart SELECT SERVICE HOTEL 148 ROOMS x paces / ROOM - 111 SPACES Zoning Districtl Industrial - 1 (1-1)' EMPLOYEES AT PEAK OCCUPANCY 4 EMPLOYEES x 1 SPACE / EMPLOYEE = 4 SPACES Zoning Regulation Requirements I Existing I Required I Provided TOTAL PARKING REQUIRED = 115 SPACES MINIMUM LOT SIZE 67,086 t SF - 67,086 t SF Bicycle Parking Requirements: FRONTAGE ELM STREET 311.3 t Feet - 311.25 t Feet 122 PARKING 1 BICYCLE/ _ AUTOMOBILE PARKING SPACES x - 9 SPACES ARSENAL STREET 352.9 f Feet - 352.92 f Feet SPACES 15 PARKING SPACES Description ARLINGTON STREET FRONT YARD SETBACK 2 Parking Summary Chart SIDE YARD SETBACK Size Spaces SIDE YARD SETBACK TO RESIDENTIAL USE REAR YARD SETBACK Required Provided Required Provided MAXIMUM FLOOR AREA RA1104 76.2 f Feet 39.8 t Feet 4.8 t Feet 51.0 t Feet 6.0 t Feet 0.3 t - 76.2 f Feet 1.9 t Feet 3.7 t Feet 10.2 t Feet 0.2 t Feet 1.6 t 0 Feet 0 Feet 10 Feet 0 Feet 4.0 8.5 x 17 75 MAXIMUM BUILDING HEIGHT 5 18 t FEET/ 79 FEET/ 69.3 FEET/ STANDARD SPACES 8 x 17 110 1 STORY 7 STORIES 6 STORIES 8 x 17 37 MAXIMUM IMPERVIOUS 88.3% 90% 87.2% STACKED PARKING SPACES 8 x 17 8.5 x 17 2 MINIMUM OPEN SPACE 11.7% 10 12.8% 8 x 17 2 INTERIOR PARKING LANDSCAPING PERCENTAGE 2.7% 5% 7.9% PARALLEL PARKING SPACES 8.5 x 22 8.5 x 22 1 FOOTNOTES: STANDARD ACCESSIBLE SPACES 8 x 17 8.5 x 17 4 4 VAN ACCESSIBLE SPACES 11 x 17 11 x 17 1 1 1. THE ZONING REQUIREMENTS NOTED ABOVE ARE BASED ON THE TOWN OF WATERTOWN ZONING ORDINANCE AS AMENDED ON FEBRUARY 11, 2014. TOTAL SPACES 115 122 2. THE FRONT YARD SETBACK IS MEASURED FROM THE PROPERTY LINE ALONG ARSENAL STREET. 3. TOWN OF WATERTOWN ZONING ORDINANCE SECTION 4.13(B) SIDEYARD: IN ANY INDUSTRIAL LOADING SPACE 12W x 30L x 14H 12W x 30L x 14H 1 1 DISTRICT, NO BUILDING SHALL BE ERECTED WITHIN TEN (10) FEET OF THE SIDE LOT LINE OF ANY ABUTTING LOT, ALL OR THE MAJORITY OF WHICH IS A RESIDENCE. BICYCLE SPACES 2 x 7 2 x 7 g 9 4. THE EXISTING BUILDING GROSS SQUARE FOOTAGE USED TO CALCULATE THE EXISTING FLOOR AREA RATIO (FAR) IS BASED ON THE FOOTPRINT AREA OF THE EXISTING BUILDING PROVIDED ON THE SURVEY. THE PROPOSED BUILDING GROSS SQUARE FOOTAGE USED TO CALCULATE FAR NOTES: WAS PROVIDED BY ADD INC. 5. BUILDING HEIGHT IS BASED ON THE VERTICAL DISTANCE OF THE HIGHEST POINT OF THE 1. THE ABOVE PARKING REQUIREMENTS INCLUDING TYPE, SIZE, AND QUANTITIES ARE STRUCTURE ABOVE THE AVERAGE EXISTING GRADE ALONG THE FRONT BUILDING LINE ALONG BASED ON THE TOWN OF WATERTOWN ZONING ORDINANCE AS AMENDED ON ARSENAL STREET, CALCULATED TO BE ELEV=30.5. THE VERTICAL DISTANCE TO THE HIGHEST FEBRUARY 11, 2014. POINT WAS PROVIDED BY ADD INC. 2. THE NUMBER OF HOTEL ROOMS AND EMPLOYEES AT PEAK OCCUPANCY WERE 6. ALL AREA CALCULATIONS ARE BASED ON THE LOT AREA AND ARE EXCLUSIVE OF WORK OR PROVIDED BY BOYLSTON PROPERTIES. LAND WITHIN THE PROPOSED EASEMENT. C U3 r C� 2 O � rnrn c� Sign Summary M.U.T.C.D. Specification Number Width HeigDesc. ht R1-1 30" 30" R3-5R 30" 36" ONLY RESERVED PARKING R7-8 12" 18" R7-8P 12" 6" VAN ACCESSIBLE 6' HIGH CHAIN LINK FENCE (TYP) Notes: 1. THE PROPOSED BUILDING FOOTPRINT WAS PROVIDED BY ADD INC. AND IS SHOWN HEREON FOR ILLUSTRATIVE PURPOSES ONLY. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR DETAILS. 2. ALL WORK WITHIN THE RIGHT OF WAY SHALL BE COORDINATED AND COMPLETED IN ACCORDANCE WITH THE TOWN OF WATERTOWN. 3. LIGHT POLES ARE SHOWN HEREON FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO SITE LIGHTING PLAN. MODULAR RETAINING STAIRS (DESIGNED WALL OR SIMILAR (TYP) BY OTHERS) 2 STORY BRICK �'' - waif • II // S 8.5' BIT. CONC. R041111 BIT. CONC ( / FULL DEPTH �? OVAHANG (TYP) / O BITUMINOUS CONCRETE GRAVEL 10 PAVEMENT QQOfffj GRAVEL iv BAN' �� _ _ Tn 581'2720 _ �• - - � 5•R 01 � LA :S X SR APPR S T -- ---- - - ---- - 2Q, QGG �� 'x x -�- x P X LINE ( P) x GRA 1 A ; ., (�j • °. • ° 4 CONCRETE ETA l G ALL RAMP TO A- 06 TBM-2 s �' •' •'� • TA � R A 18 ROOFTOP METAL 93.56' s N81'27'20"W �Posrs AIN (TYP) MODULAR RETAINING WALL OR SIMILAR (TYP) MODULAR RETAINING WALL OR SIMILAR (TYP) I X Now or Formerly 23 ELM STREET TRUST BOOK 16459, PAGE 445 PROP PARCEL ID 1236 4G EASEMENT 1 STORY N GUARDRAIL (TYP CONCRETE BLOCK LIGHT POLE TY m \ PARKING iiiiiiiiiiiiiiiiiiiiiiiiii `R1-1 •• TYP 06 by / , 70'R •• °• FULL DEPTH PCC 1 STORY p, •• 85 BITUMINOUS CONCRETE CONC PAD FOR FULL DEPTH STANDARD LA WOOD FRAME ••° f ,.•7� ;A�'�E4L CONC PAVEMENT (SEE PAVEMENT POTENTIAL GENERATOR DUTY BITUMINOUS i GARAGE z I LANDSCAPE PLAN FOR CONC PAD FOR CONCRETE PAVEMENT I 1 `� • ! ' .,, •: • . • ••PLA• : LbT•°I� I SCORING PATTERN) N ACR TYPE 'A' POTENTIAL SWITCH GEAR APPROX. A TOTAL L 5' WIDE CONC WALK BOLLARD (TYP) \VI LOCATION OF- • , CONC PAD ARSENAL STREET ' ACR �!�_ EXIST BLDG N J • ' �n66 8.5 5 8.5 8.5 5 8.5 5 11 Q Q. FOR TRANSFORMER Al I %�`� MODULAR RETAINING TYPE 'B' AN 486 OF 1945, MODIFY EXIST • • �" U C - �Q ; ° ' f 1 ° • ¢-- f- l PCC ��� WALL OR SIMILAR (TYP CURB CUT AS ° ' ; • NdA L�T� J REQUIRED BY DPW �, ,;T� 4% LA 0 + A. S 1 & LA J RC 8.5' •.I ' '• % Mg�R • FLUSH MCC w• •q . • • •'' r , , 13 'Q • • , ° o (n ° , LA ° FLUSH MCC - MCC = x 0 ; °� EN ® o LA N z LOADING ° z n, •• .� REMOVE AND REPLACE . f ° • ;�, LA •• O • 23. '•i DOCK PAD 7 CONC SIDEWALK ALONG „ • • �• • . CON . ACR BOLLARD O U°'•• �°• • i SITE FRONTAGE (TYP) DECORATIVE OLL D, REMOVE AND RESET EXIST 6' CQ 6f) C K TYPE 'A' R7-8, R7-8P �: P C -`� ° ' ACR 17' CURB AND REPLACE BROKEN 's RIM=2 I BOLLARD MOUNTEDCC , TYPE 'B' SIGN, R7-8 LA ,•. PIECES AS NECESSARY (TYP) TT=2 0 0 -ir-i LLJ s. < c� o o °• o BICYCLE RA (TY EN 1'. , SEE LANDS E PL ) 0 6' WID CONC LK 30 cy -----------l-J APPROX SAWCUT •� '•----------------- 0 0 in LI (TY) - Al Bi 17 00 ir) O ' c5 3 • •. . BICYCLE RACK (TYP, . SEE LANDSCAPE PLAN) PROPOSED HOTE__L______________I ° $410 EA S NT 105,652 GSF R3-5R 1 • �.' 6 STORIES e \ ,°, , e 2 5' ,1 t EN EN e 24' GG LQlS ---- I LA 11- 0.2. 0 4 HW------------ - COIVC. ° 'GONG.' ,�:�• ° • • } R20.00' ° BRIOK •EDGING •. ' • - .. • .. BRICK ne V d 76°5 X 4- 'OD" VGC C VGC VGC VGC ACR TYPE 'E-D' VGC REQUIRED CORNER CLEARANCE VISIBILITY TRIANGLE REMOVE AND RESET EXIST 1 CURB AND REPLACE BROKEN EXIST LIGHT POLES ON PIECES AS NECESSARY (TYP) ARSENAL STREET TO REMOVE AND REPLACE REMAIN (TYP) CONC SIDEWALK ALONG `'`I SITE FRONTAGE (TYP). VGC CONC. SEE LANDSCAPE PLAN � FOR SCORING PATTERN. APPROX SAWCUT VGC VGC LINE (TYP) VGC VGC NEW CURB CUT AS REQUIRED BY DPW EXIST WOOD RET WALL TO REMAIN GRASS i APPROX. fI O i LOCATION OF / I EXIST BLDG 610 ARSENAL STRFET LCC J19746-A, LOT A I I 1 I 1 I I N REMOVE AND REPLACE CONC SIDEWALK ALONG SITE FRONTAGE (TYP)- Now or tormeriy SURREY ROAD LLC BOOK 44591, PAGE 579 PARCEL ID 1236 3F CONC- PASS 1�'1L LA I c�1 REMOVE AND RESET EXIST CURB AND REPLACE BROKEN PIECES AS NECESSARY (TYP) 570 ARSEN LOT E I � O LA cc 173.56' � I j EDGE OF BIT - REMOVE EXIST FENCE AND xo--x REPLACE WITH 6' HIGH GP CHAIN LINK FENCE x �x 2 c� 3' CLF Y Y Y Y Y Y Y Y Y Y F A RSENA L (PUBLIC -VARIABLE WIDTH) STREET 20 0 20 40 SCALE IN FEET BIT. CONC. 17' ` LG� n `• ° ' °\ MODIFY EXIST \ CURB CUT AS • \ REQUIRED BY DPW \ � d 11r, • • 0 R1-1 LA • STREET ° c�• UNREGISTERED 17' / x �Ix U v FULL DEPTH x BITUMINOUS CONCRETE PAVEMENT BIT. CONC. U x U R1 OL 17 20 m W x W o N 570 ARSENAL STREET o x LCC #19746-A, m 0 17 LOT B �: 00 17' LIGHT POLE (TYP, SEE NOTE ABOVE) REMOVE EXIST FENCE AND REPLACE WITH 6' HIGH CHAIN LINK FENCE 1 STORY CONCRETE BLOCK BOYLSTON PROPERTIES 800 Boylston Street, Suite 1390 Boston, Massachusetts 02199 617.262.4646 • FAX 617.262.1611 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 617.924.1770 • FAX 617.924.2286 No. Revision Date Appvd. Designed by DRG Drawn by PTM Checked by KFS CAD checked by DR� Approved by KFS Scale 1„_20, Date May 13, 2014 Project Title 626 A, Arsenal Street Hotel LC o; R1-1 _ _ L R3-5R 570 Arsenal Street Watertown, Massachusetts 6' LF +) X X 0 , ' GI 24, 5 Bois LA LA • 80.0 VGC Issued for Local Approvals • colyc.. ° , 81,'270;- " Not Approved for Construction VGC VGC Drawing Title REMOVE AND REPLACE Layout and MODIFY EXIST CONC SIDEWALK ALONG CURB CUT AS SITE FRONTAGE REQUIRED BY DPW REMOVE AND RESET EXIST Materials Plan APPROX SAWCUT CURB AND REPLACE BROKEN LINE (TYP) PIECES AS NECESSARY (TYP) Drawing Number C-2 Sheet of 2 9 Project Number 12666.00 12666. 00-LM. D DIG VHB\PROJ\WAT-LD\12666.00\CAD\LD\PLAN SE APPROVALS\12666.00_GD Q3 0 0 0 U T N V O 0 7 Q 0 N ri T 0 T 0 7D a� 0 Q Q Q Ln 0 0 N 0 T 7 T 0 r) cn 1 STORY CONCRETE BLOCK EROSION CONTROL 2'-5' HIGH MODULAR RET ^� 14'-18' HIGH BARRIER (TYP) MODULAR RET WALL DMH-2 (WEIR) / %� / ( � ~ I=23.90 (OUT-2) v 1 DMH-5 (OCS R=29.2 X (SEE9DETAIL)1 / / i i / / 3 c O I=24.40 DMH-4 / I=23.50 (OUT-1) CB-2 - I=22.90 OUT-2 R=29.0 rn F) N , STORY 3- H I- 5.50 OUT 1 1 SICK AR RET WALL (SEE DETAIL) rn v OSION CONTROL DMH-3 v \ \RRIER TYP 22 10 T R==29.2 25.30 Cl O 4P \ \ C 4 `� _ \ ` I=23.80 DMH-2 coo xw R �2\ \ \ / 1 STORY I=22.90 OUT j i - - - - O��i cflO, 29x44 28,36 I= i • 0 BIT. ONC. \ - .�UT 6 19.63 CONCRETE BLOC - - _ - - - = 2�LTM1- - M / g _ - - i % / y�� X2.2 123.30� DMOUT 21 _ - - - 25 DMH-7 Wo / \ -�-2 - --��// _26- GRAVEL- --25 r ------ - - 27�-- R jk�/ GOB R=29.5 v5 26.64I I=25.60 CB-4 29.9 \ GRAVES - - - - 4- - - _ 27 - - - - - - -28 _ - -� _!� _ / �\ ' 32.51 I=22.10 DMH-6 0 - - - - - - - - - -29 -S - i 32. 8 I=22.00 OUT tv - - 30 0�1Y- - - ' 7.729 - - 1TTVP' - - - - %� _ tv co ( 30TRAl7EL- - - 28.9 31.50� 2 I 29 I ¢4 W,. 30.6 y. 30-------- ---- �T�--�X --- 30. TC I 3.0 X I _ 2 STORY BRICK O Q Notes: 1. THE PROPOSED BUILDING FOOTPRINT WAS PROVIDED BY ADD INC. AND IS SHOWN HEREON FOR ILLUSTRATIVE PURPOSES ONLY. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR DETAILS. 2. ALL WORK WITHIN THE RIGHT OF WAY SHALL BE COORDINATED AND COMPLETED IN ACCORDANCE WITH THE TOWN OF WATERTOWN. 3. LIGHT POLES ARE SHOWN HEREON FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO SITE LIGHTING PLAN. 3. PROPOSED SUBSURFACE INFILTRATION SYSTEMS WERE DESIGNED BASED ON PRELIMINARY GEOTECHNICAL DATA AND ARE SUBJECT TO CHANGE BASED ON FURTHER INVESTIGATIONS AND RECOMMENDATIONS. i3. / /' X LIWIT- ADS-STORMI4CH SC-740 BSURFACE INFILTRATION SYSTEM (PR-30.1, 10 TOTAL CHAMBERS) / 31.98 BOT OF STONE EL = 24.6 X BIT. CON' ISOLATOR ROW \ 32.02 / 37x3 32.41 31. 1�1X93 / 31.4 i1■ BOYLSTON PROPERTIES 800 Boylston Street, Suite 1390 Boston, Massachusetts 02199 617.262.4646 • FAX 617.262.1611 1-0 Q .o�� Q uov�G�<� Vanasse Hangen Brustlin, Inc. 0 o Z Transportation o G Land Development Environmental Services 0 lL 30.67 101 Walnut Street P.O. Box 9151 1. 9 C. 30.75 �0 Q , Watertown, Massachusetts 02471 1.65 o0N ) - Js��� 617.924.1770 • FAX 617.924.2286 0 GR��\oo� o S �v�N 0.5 �f CB- 6 I• ' 35\ R=30.1/ a' 1 d - x \ \ 1=25.30 OUT / 30.4 : \29.89 EX B6� /R 2 -30. \'L 0 31 31.9 TC BIT. C C31.4 BC \ 31 n __ • • , a • 1 2CS)MCRETE RETAININ WALL 30.0 BC o o BC RAMR T029.7 BC \ 1 .1 X 2 X 34. 4" 31.15 _q O _+ GRAVEL ° ° •In CONNE6F%-2 t" gMF 1 I-22.8 TANKS A EA I ROOFTOP METAL I 3 s°, ' BOT CONC.)= 9.6 1 •' • gyp' , • R=29.8 , • I 4 PARKIl\IG POSTS 34,,7 3.4 EXIST 30"" DRAIN tv O ( 1 „ 34.6 7yP ( ) N Sy cp TOW=25.6 1 0 N 35 DMH-8 R=30. 24"D \ 30 1 STORY 29.2 CA. 2T75 BC • 31 34. 1 1 - ISOLATOR ROW \ 30.0 BC R=2s.0 , ` 1 •• ° ® \ DMH-1 X X WOOD FRAME vv I=21.70 DMH-7 9.5 � �� •• • a a a I I=16.00t EX OUT / N 0, 1 ••. ~1`� n• ° - - - -- - - - -- -- - -- - - - -- - \ R=2.4 Cl CONC. GARAGE i 34.G I=16.00t EX-DMH w T 29.7 / T T% T T/ \ 34` - L ,, / 1 1 / 1 1 I-25.40 .'•t x19. � 1 ! / /TT% T/T T T X I=25.30 (OUT) x i I 9/ 1 ° j 1 1/ 1 1 1 1 /_-/_ - -- - -- --/_� x 301 B cv _ -- -- - _ _ 29.9 8 APPROX 1 1 • • ° A. . • 'A, • •.' • _ \ \ LOCATION OF / a I z 1 P . 30 • I zl MIT OF ADS-STORMTECH SC-740 I-22.8 O 12"D 12 p I ����v�! EXIST BLDG------------,--,---I N O „ , 2 -3 HIGH 398 BC 3 1 • a • , ° 501 I SUBSURFACE INFILTRATION SYSTEM 29.4 \ / O �f9.9 BC (� MODULAR RET WALL N N w 29 R-10.1, 55 TOTAL CHAMBERS) I o , \ ��� 37 30,69 31. T( 31x05 \ \ 31.3 BC 1.4 / / 3bhREGISTL 31.4 BC / / a�ricr�RED EROSION CONTROL BARRIER (TYP)-", �dl / ,37 I w x_ %m , 1 ; , ' • . • 1 � I "� • . POTENTIAL SWITCH o C a co • 7 ,1 ' SfE & NC ETE i I �• GEAR PAD o 29.31 EX BN . •°7MB�R ' ••30.53TW 3Q'2 ,A ' ° 30.25 • •° , 1• 01 ---- -----------------------------1 CO '29.9 8 TRANSFORMER PAD \ 13X•2 • • C�1 x / -3 •� l5, a • 1 ° C. BIT. GONG. i.5 to • V • • •30.4, ° I 30.3 TC 30.15 TC 30.0 ° • • •} • - 32. " 1 7 '^ m / Om 30.4 • 0 4 • 9.8 BC 29.5 C * CB-1 3 64 i R-29.3 n'• • 3 OTW EN .Z ° 30.56 TG ��-• I F SMH-1 w .. ' ° 29.8 8C ° ' ; , I=25.80 OUT I R=29.9 30.4 \ - O • CONS. •I 29.8 BC I APPROX. I x LIMIT OF ADS -STORMTECH SC-740 • °30.3 TC ' i GRti 1 ` SUBSURFACE INFILTRATION SYSTEM a o �' w� • • • ° • j' CB BENCH MAkK 39.8 BC. LOCATION OF 1 c • 3 30.25 TC a TRENCH DRAIN TO EXIST BLDG I (PR-20.1, 24 TOTAL CHAMBERS) RIM=29. 78 PATIO OIL/GAS SEPARATOR I 31.2 TC BOT OF STONE EL = 23.9 z 1 STOF tv 88 EX -t cfl - 10"RD I=26.4 �0 co I ,.�� (SEE MEP PLANS) X - I 30.7 BC -+ CONCRE W '� Cfl n �, • ° . TT=27.5 ( 33.6 /-----r ri x BLOCI 4' JO °p DMH-4 Z ° 30.$8 ° 30.15 0.08 n ° ° rOj - I=24 76 RB - - 1 ' °• \ 29.7 l 1 r] I I 1 1 � - I=26�20 RD-2 - - - _ - - - �30.4 30.4 EN 2g•75 BC 33 I • ° -24.6 OUT FFE-30.55 i 1 I 0 i �• 1•° • '� (TILE) 30.45R 29�9 I 1 • ° •! I 1 I W rn �� 11 I iry 30 CONC. \ I 1 1 BIT. CON I YYY ISOLATOR ROW Project Title •° •, _ X \ p �0""RD 1=26.4 I I EDGE OF BIT. O I I •'.r 3t7.53 30.72 30.58 _ 29.86 R=29.53 (RD-1)>130 1 1 I cn I _ 30.7 TC 32.8 1 t c) I I cp S' TT 3 47 x 1 1 Q 1 29. N •.3 A% _ �, PROPOSED HO��� TT2654 29.77 \ X � T 2989 / \ I _ \------------------ n � I _ - _ Arsenal Street Hotel �Wo°� �. 9/i a �,.TEASEMENT s? p R-30.42 105,652 GSF 1 2981 x N p /�h ,,0 _ 1- 1 _ _ � , 1 o ry tv 1, 31.70TW 3 6 OPENING=23.6t '0 L/�TORIES \ 1=24.5 p OPENING=24.5t 18'D D �� / _ rx�-x- �O -------- � 2"D 29. 7 •• (ACTUAL PIPE NOT VISIBLE) FIFE - 30.4 \�-29•83 (ACTUAL PIPE NOT VISIBLE) 1 5' R=29.8� I I GP P k cry^°� 0.60 ® - / - I " pp 6' CLF/ 29.8 I=24.5 11 L ) CB-5 570 Arsenal Street 30.4 �30 30.8 TC I _�2 tL y X X • X - p R=29.3 I GP TOS=21 TC I=24.60 oUT 30.636W EN - 30.9 TC 30.3 BC U 95 B 29.6 BC Watertown, Massachusetts 9�. 1\ w 2 31.80TW - - - - 30.9 c� EN 30.4 BC / R=30.21 O 82 • 30.4 Z X \ 30 Issued for gg cfl $ �` - -- -- - ---- - --- - - - --- - B- -�r-�� - --�- -- 01 31. 3 30.50TC DROP INLET=27.5 c� VO.6R=29.76 21 • w �,. - ° ° , .29.91 BC(N. V. P)H D��'`��____•°, T 30.4 BC 3' CLF 30.25 •30.24 _ _ 29.8 29.55 - Local Approvals 2 .90 2 .90 ti •' ,30. Oa, ° 30.�8 . 0 0 • • 30°52 •3 .74° ° su.ts 9 OHW EIRICK • • 29.33 2 .95 1=26. 1 R=29.87 egg �O° tv 14=30.'05 ° COlt1C. '. ° • , • , • ° .. 3t7.S6 ° CONS.•, ¢ ° . ° 30.57 30.31 3 �29 CO C. 29. �7, _ - - - h O' 'COfNCe R 30. if 311'E4T ` O° 30 29'15, 29'6 + 29.81 D 1=25 \ SOS OK •EDGING .. , �• ., ' � P.O.fl.: ° 29.968 •. � BRICK EDGING 29.39 VGC 85 9 6�B C •TT=25.9 30.OSTC VGC 30.20TC 30.34TC VGC ° • 30.45TC 3 74 C • VGC 30.• °3�� - TC 30. 1 TC VGC E R=29.62 30.20TC 30.09TC VGC •2g• 67�- ��. 9 9- - .47T -_VGC 28.73TC E R=29.2, p_ 32 c 29.60BC 29.70BC 29.SOBC g 88BC o 3 . 15BC 30.20E 30.25BC 30.17BC �(R�C.) F.O.S. 29.68BC 29.54BC 29.29BC 29.00BC 28.74BC _ R=29.87 RM30-s Not Approved for Construction F.O.S. q BLOCK D 1=18.8 R=29.85 R=30.33 o R=28.67 15'D R=29.90 D' .5 1 12 D 2 $- R=29.45 12'DE1=16.6 D 1=16.4 12'D � 12'D ��9 12'G / 0 \-1 / OIL GAS SEPARATOR TR=10.6 \ \ Drawing Title (SEE MEP PLANS) \ Grading and RR=12.1 R=30.39 \ R=29.90 TR=12.1 I 0 \ 30.07 30.04BC 3o 11 30 19BC 3o.38BC 30.41BC ^� 30.64BC J \ \ \ Erosion Control x 30.50TC x 30.64TC VGC 30. 7TC 30.95TC 31.16TC VGC x x x x X 2�94 0.82 C 30.73 30. E 30.47 30.19 29.76 2g 25 30X56 30x64 CONC. 3q�4 30x91 31X13 CONC. � 31.34 A RSEN�I L (PUBLIC -VARIABLE WIDTH) STREET L / �' / / / Plan O 30. 7TC VGC 30. 6TC 30. OTC VGC 31.02TC I I / 29:98 = 0. 15BC 30.30BC 30. 34BC 30.52BC N s � Q' I R=28.99 /=17.5 R=29. 18 29. 3 30 2 D = 4.7 D 29.20 VGC 29.56 I=20.5 0 29.70 I=22.8 -8'D 1=24.8 D 1=21.7 R=29.77 2 2 R=30.07 D 1=26.9 R150. 31 Q _30- 30. 1 1 BC F. 0. S. ` 30.57TC VGC 29,66 29,73 R=29.67 2983 VGC 2994-V 30.08 1=24 4 2'b R=30.24 tiQ 30.46 D 1=25.8 12 R=30.54 20 0 20 40 SCALE IN FEET i i0_ 10 No. Revision Date Al Designed by DRG Drawn by PT Checked by KSS CAD checked by DRG Approved by KFS Scale 1„=201 Date May 13, 2014 D R=29.95 Drawing Number / /=27.7 / / / F. 0. S. / C-3 2 89 R=29.58 22 .62 VGC 2 6 /2 3 29,69 V& 30.01 12,D 29.78 29.56 29.15 Sheet of 3 9 Project Number 12666.00 12666.00_ GD. D WG VHB\PROJ\WAT-LD\12666.00\CAD\LD\PLANSET\LOCAL APPROVALS\12666.00_UT 0 U N N 0 Q 0 0 ro 0 cal 0 T 0 LL Q Q D- 75 Q 0 0 0 0 N Ca 0 c0 N 0 11 S1,3 � C r O 1 H-7 w UiN.m .5.6 ` 1 .60 CB-4 � .2.10 DMH-6 CONNECT TO EXIST 30" DRAIN i=. 0 vmn I=16.00t EX-DMH I=16.00 (EX OUT) LOCATION OF ELECTRICAL CONNECTION TO BE COORDINATED WITH 1� 1 LOCAL UTILITY PROVIDER CONNECT TO EXIST GAS LINE SMH-3 (DROP) R=29.5t 21.44 SMH-2 I= I=12.45t EX-SMH I=12.45t OUT CONNECT TO EXIST 15" SEWER 1=26.1 R=29.87 12'G- 15'S R=29.90 CO, CB-3 R=29.1 I=22.90 OUT 1 STORY CONCRETE BLOC DMH-5 DMH-5 (OCS X R=29.2 I=24.40 DMH-4 I I=23.50 (OUT-1) I=22.90 OUT-2 (SEE DETAIL) 80 DMH-2 90 (OUT) DMH-2 (WEIR; R=29.2 I=24.90 DMH- I=23.90 (OUT-2 I=22.90 OUT-1 (SEE DETAIL) CB-2 R=29.0 GENERATOR PAD - - - - - - - L12' •a x ; •• • : RM'z . • • ` • I=22.8 1 METAL 1 I a22. 5 SMH=1 I 12I'D ' ; BOT(CONC.)= 9.6 1 ° • I=y2.2, OUT 1' I \4\\� TOW=25. 6 ` 1 , ' • • °Q C1 GE 24"D ° 1 A. - ISOLATOR ROW UGE,�' DMH-1 D p I , r • • • ; I=25.30 OUT I `p I=22.8 GG t z LIMIT OF ADS-STORMTECH SC-740 1 e ; T ^ ,O SUBSURFACE INFILTRATION SYSTEM S ♦ • ' • , • ' •. (PR-10.1, 55 TOTAL CHAMBERS) I' \ 1-12"D BOT OF STONE EL =22.20 I ° POTENTIAL SWITCH • °• \_ °' SfE ac 1 I I • GEAR PAD I TRANSFORMER PAD Z30IM -A e' • . , 1 G 4._ EN .. CB-1 '1 SMH-1. W I R=29.3 m a ��'' I=25.80 OUT rn °• ` 1 R=29.9 I= rn 23.80 BLDG-1 cn ti ° • '1 I=23.70 OUT ' CB BENCH L TRENCH DRAIN TO W ..4 RIM=29.78 8"S I=24.4 10"RD I=26.4 PATIO OIL/GAS SEPARATOR TT=27.5 (BLDG-1) (RD-2) (SEE MEP PLANS) DMH-4 ' ' s z e '.. I 70 RB- - - I 1 • ° GM1=24 =26�20 RD-2=24.6o OUT _ EIS EN 1' f R 29.7�' 1 I I - - - - - - - - ------- -J - .•, I 10"RD I=26.4 I o L------� TT 26.93 (RD-1) 1 I I °'• .; 2s�`w �R=29.53B PROPOSED HOT TT=26.4rTAIL-A) N Q 1 EASEMENT R=30.42 \• I D 18'D 1=24.5 OPENING=24.5f APPROX LOCATION OF FIRE !I \�� 8'"S I=24.4 1 , 1,23'6 (ACTUALPIPENOT VISIBLE R=29.83p(ACTUAL PIPE NOT V/ DEPARTMENT CONNECTION ,5 R=29 81(BLDG-2) (SEE MEP PLANS) 1 o � `` �•' II wg o EN ' EN in 1 I R=29.7 p 21 • �� • r1.� --- -- - •------- ---- -- -e-J-�- - --- -a-. -- ---. - --i Z - '---____ �_I lI P.O.D. •° • ' " • ° ' TT=25.9 E U. . E - - - E E BLOCK D =p 1E R=29.87M.(DROP) -E 30 331=18.F 5 ER90 l 18.5 2 D 12D -12 12'G R=29.412'G 12'G I=23.70 BLDG-2 12'G I=16�6• EX 2 OIL GAS SEPARATOR S 15'S 15'S (SEE MEP PLANS) R=30.06 15'S I=11.10 (OUT) TR=12.1 ° I ARSENAL (PUBLIC -VARIABLE WIDTH) STREET v W1 wv� • •wv 10"w 10V 1OV 10"w7VV- n � R=30 07 h D /=26,g CONNECT TO EXIST T T T T WATER LINE R T 0.31 1=25.9 �R=29.18 R=28.9930'D 1=175 p 12 D = 4.7 1=20.5 �1=22. -8'D 1=24.8 D 1=21.7 R=29.77 15'D VA 2'D 1=24.4 R=30.24 F.O.S. R=29.67 1=25.8 R=30.54 20 0 20 40 SCALE IN FEET 12'D I I I APPROX. LOCATION OF EXIST BLDG ' CLF 2 I� lr UI,CJ: 1. THE PROPOSED BUILDING FOOTPRINT WAS PROVIDED BY ADD INC. AND IS SHOWN _ HEREON FOR ILLUSTRATIVE PURPOSES ONLY. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR DETAILS. 2. ALL WORK WITHIN THE RIGHT OF WAY SHALL BE COORDINATED AND COMPLETED IN ACCORDANCE WITH THE TOWN OF WATERTOWN. 3. LIGHT POLES ARE SHOWN HEREON FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO SITE LIGHTING PLANS. BOYLSTON PROPERTIES 3. PROPOSED SUBSURFACE INFILTRATION SYSTEMS WERE DESIGNED BASED ON PRELIMINARY GEOTECHNICAL DATA AND ARE SUBJECT TO CHANGE BASED ON FURTHER INVESTIGATIONS AND RECOMMENDATIONS. 800 Boylston Street, Suite 1390 4. KITCHEN WASTE WILL BE ROUTED THROUGH AN INTERNAL GREASE TRAP INTERCEPTOR. Boston, Massachusetts 02199 617.262.4646 • FAX 617.262.1611 5. PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, TELEPHONE, DATA, ETC. ARE SUBJECT TO CHANGE BASED ON FURTHER COORDINATION WITH THE PRIVATE UTILITY COMPANIES. 6. LOCATION OF PROPOSED UNDERGROUND UTILITIES ARE SUBJECT TO CHANGE TO ACCOMMODATE CONSTRUCTION PHASING AND CONDITIONS. Vanasse Hangen Brustlan, Inc. Q \C /� Transportation �G Land Development cS� Environmental Services 101 Walnut Street, P.O. Box 9151 0 Watertown, Massachusetts 02471 �i ✓ �\ �� 617.924.1770 • FAX 617.924.2286 \ "3 % R=30.1�� I=25.30 OUT \ N \ LIMIT OF ADS-STORMTECH SC-740 5' \ SUBSURFACE INFILTRATION SYSTEM '06" - \� \ (PR-30.1, 10 TOTAL CHAMBERS) \ F a BOT OF STONE EL = 24.6 - TITL 12"D ,f ISOLATOR ROW _ \\ 1 STORY WOOD FRAME GARAGE I I I ----------------- APPROX. LOCATION OF EXIST BLDG TR=10.6 2 STORY BRICK \_- POSTS (TYP) Il GP x U R=30.21 �x DROP INLET=27.5 V. (N. P) � Y -Y Y Y I. R=29.95 r UNREGISTERED REGISTERED LIMIT OF ADS-STORMTECH SC-740 SUBSURFACE INFILTRATION SYSTEM (PR-20.1, 24 TOTAL CHAMBERS) BOT OF STONE EL = 23.9 r---- --r n I r I I r II I I I I II I I II I �I I I II I I I I I I I JII I I I I I I I I I I II I �I I I II I I I I II - ----- 12"D I=24.5 /V.V.P.) ULF x T')S=24.0 Gi 1J I I C _�s•�•ciz�c¢is+!.:>.. 5 12 2'G- 0"w F. 0. S. R=29.58 12 1 STORY CONCRETE BLOCK ISOLATOR ROW No. Revision Date Appvd. Designed by DRG Drawn by PTM Checked by KS CAD checked by DR� Approved by KFS Scale It1_201 Date May 13, 2014 Project Title Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts Issued for Local Approvals =28. s7 Not Approved for Construction 12'D- Drawing Title 12'G- Utility Plan 5'S 0 "w T- Drawing Number C-4 Sheet of 4 9 Project Number 12666.00 12666 00 UT'. D DIG \ VVnCS \r-r-\UJ VVV/-H I LU V1 ZOCO.UU \L,/iU FLU VI-L/- IVJL I \LUL.HL HI'I'ICV VHLJ V1 LOOO.UU L � 0 0 0 0 >T N i O 0 Q 0 N r� �o 0 N r7 T 0 T 0 �o D 0 0 a_ Q Q o_ Q 00 o6 of 0 N N T ° �o 0 ° CO TIE WIRES 4'-0" O.C. TOP RAIL 6" 2" DIAMOND AM 2-5/8" GALVANIZED MESH FABRIC CARRIAGE BOLTS PER POST PER RAIL SELVAGE OF FABRIC 8" KNUCKLED TOP & BOTTOM 1 L 1" TENSION WIRE 12" in BUTT JOINT (TYP.) (MIN.) TREATMENT VARIES OYLSTON ROPERTIE 9 REINFORCED PRECAST �I �h CONCRETE CURB 2-5/8" GALVANIZED LI° 1" CHAMFER CARRIAGE BOLTS 5000 PSI CEMENT #4 ® 16" BOTH WAYS 800 Boylston Street, Suite 1390 TACK COAT PER POST PER RAIL Elevation CONCRETE (TYPE T Boston Massachusetts 02199 6%(1.5%t) AIR ENTRAINED BIT. CONC. PAVEMENT 1Y2"" SURFACE COURSE — STATE TOP (1/2") 617.262.4646 • FAX 617.262.1611 4" 3'-8" 6"X8" WOOD POSTS 4'-0" O.C. -H 4"x10" WOOD RAIL o I iv 2% CURB �L FINISHED SURFACE TOP RAIL FENCE FABRIC CORNER, END OR LINE POSTS o iO TENSION WIRE of 1" BEVEL 1" OR 6" CL FINISH GRADE (SEE NOTE 2.) I CONCRETE FOOTING U (3000 PSI —TYPE I) DIA. ®LINE POST OR 1'-4" ®CORNER, OR PULL OR END POSTS Section Note: 1. MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAIN LINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL. 2. FENCE MESH, RAILS AND POSTS SHALL BE BLACK PVC COATED. Wood Guardrail 6/08 Chain Link Fence up to 6' N.T.S. Source: VHB LD_450 N.T.S. Source: VHB 5/12 REV LD_481_MA 4" CEMENT CONCRETE (6" THICK IN VEHICULAR AREAS) 6" VARIES TOOLED JOINT CURB 1" CHAMFE� FINISH GRADE 6" REVEAL 1.5 % MAX. FINISH 1.0 %MIN. PAVEMENT oo $ °c2o° 0 0 ° • CP /\\/\\/\\/\\/\/\/\ /\/ / ° ° ° ° g o " COMPACTED GRAVEL (1Y" MAX. STONE SIZE) COMPACTED SUBGRADE 12" Section EXPANSION JOINT SEALANT o C&S o Notes: CONCRETE ° ° 0 SIDEWALK Y2" PREFORMED 1. CONCRETE FOR SIDEWALKS TO BE 4000 PSI EXPANSION JOINT AND FOR DRIVEWAYS 5000 PSI. BOTH MIXES BUILDING FACE, TO BE TYPE II, 6% (1.5t) AIR ENTRAINED. FIXED OBJECT, OR CONC. SIDEWALK 2. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE— FORMED EXPANSION JOINT Expansion Joint Detail FILLER & SEALER. 3. PROVIDE TOOLED CONTROL JOINTS AT 6' O.C. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. Monolithic Concrete Curb (MCC) & Sidewalk N.T.S. Source: VHB LD_421 2" BASE COURSE — DENSE BINDER BITUMINOUS SLOPE VARIES CON PSI CEMENT CONCRETE IF CURB O ° o 0 0 ° o O ° oo 0 o O o o o 0 o O ooO o°o o O o oo CONCRETE PAVEMENT .. • a IS SET AFTER BINDER COURSE IS IN PLACE 0 00 0 0 00 o ° o O� ° m ° ' ° ° '//j/ o o ° 12" COMPACTED GRAVEL oo°° a 5 a %/ o ° ° ° °. zAlIzz o 0 0 8 o Oo aoppoo ° g N \/�\\ °oo ° °a o 0 0 00 °000 Oo 0 0 0 o a o o °O °C, O o 0 0 0 0 O000p 0 0 0 'N COMPACTED //// °o°°O a . j\\/ O O.a //\/ O° ° o oao ° °o ° o °o o° Oo° OO o p�o 0 0 8 ° O GRAVEL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ °. /i\\/i o °o o o ° o ° ° .0 0 ° ° o o °° ° 0 ° vivi \ COMPACTED SUBGRADE COMPACTED 12" o o o 0 8 //\/ o ° 8 °° °0 8 //\ /��i�/i�/i \ SUBGRADE Mks" BY 2Y2" DOWEL SOCKETS Standard Duty Flexible Pavement SHALL BE FURNISHED AT ENDS OF ALL CURB SECTIONS TO 6" 6" 12" RECEIVE 1/2" DIA. DOWEL (MIN.) COMPACTED GRAVEL (1Y" MAX. STONE SIZE) Notes: COMPACTED SUBGRADE Note: 1. SIZE OF PAD TO BE AS INDICATED ON PLANS. PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE 2. CONSTRUCTION JOINTS SHALL BE SPACED NO MORE THAN BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. 30 FEET ON CENTER AND SHALL BE EQUALLY SPACED OVER THE LENGTH AND WIDTH OF THE PAD. Bituminous Concrete Pavement Sections Loading Dock Pad 4/11 Precast Concrete Curb (PCC) 12i11 N.T.S. Source: VHB LD_430 N.T.S. Source: VHB LD_711 N.T.S. Source: VHB LD_404 4" CEMENT CONCRETE (6" THICK IN VEHICULAR AREAS) NOTE: CONCRETE FOR SIDEWALKS TO BE 4000 PSI AND FOR DRIVEWAYS 5000 PSI. BOTH MIXES TO BE TYPE II, 6% (1.5t) AIR ENTRAINED. VERTICAL GRANITE CURB VERTICAL GRANITE CURB CURB VARIES BIT. CONCRETE PAVEMENT FINISH BIT. CONC. PAVEMENT TREATMENT VARIES TREATMENT VARIES 12" TOP COURSE (1YZ" MIN.) 6" REVEAL 1.5% (MAX.) GRADE (MIN.) FINISH 1.0% TACK COAT TACK COAT PAVEMENT4000 PSI ENT SLOPE VARIES ° . ° o \\ SLOPE VARIES CONCRETE IFMCURB io EXISTING ° Oq 00 0 O °� o �°00 \\/ IS PLACED AFTER \ � SURFACE 0 0 6) 0 a "_ 0 BINDER IS IN PLACE / °°° 0. 0�00 00O \ \/\/\//\//\// // // \ } /\/ O ° �/\\/ o cPo ° oo ,//\\ o0 0 0 °� /i /i \/i /i /ii/i ii/>i/ /,\\i \11 O O \\\\ / 00/\\\ °000 0 o O O°o o� 00 0°/�\ O °0 0 . i O/\%\\%COMPACTED / °• o ° ° ° o ° \\ o ° ° ° /\/\/\/\/\ °°° 0 ° ° 0 0 � °o ° /i// o O a \/\/\/\ SUBGRADE /OVA/ O� ° °O 0 0 ° ° o ° ° ° ° °� /VA 00 .0 o ° °o v/V O o O ° co //%/ ° o° ° o � O 00 O /j�/j..ice/i�/i�/%/%/i�/i�/��; 8" COMPACTED GRAVEL /\ 00 ° 0 ° ° o o°o \/i\/\/i\/i\/i\/i\/i\/i\/i\ /\i o ° 8 °° 8 ° o // \ \\/ (1Y2" MAX STONE SIZE EXPANSION v/ ° ° ° ° /vv/vv/ v/vv/vv/vv/vvwww/ vv vv ; ) Section co /\ O ° % 00 /V/ /� . //.�/i�/i✓i✓ice/i✓ice// // / / /A//> 4000 PSI CEMENT JOINT \ 0 8 \ \ ,/\ \//\//\ \//\/\ \/\/\/ /\S /\ 00 8 0° °0 8 o O /\//\�///' //%// //%//%/ // �/ //%//%//%//%// CONCRETE SEALANT COMPACTED COMPACTED GRAVEL SUBGRADE 6" 6" \ 12"t (1Y2" MAX. STONE SIZE) 6" MIN.) 6" COMPACTED (MIN.) Notes: GRAVEL BASE COMPACTED SUBGRADE 1. PROVIDE EXPANSION JOINTS CONCRETE AT MIN. 30 FT. O.C. WITH SIDEWALK PRE— FORMED JOINT FILLER. Y2" PREFORMED 2. PROVIDE TOOLED CONTROL EXPANSION JOINT JOINTS AT 6' O.C. BLDG. FACE, FIXED OBJECT, 3. PROVIDE BROOM FINISH IN OR CONC. SIDEWALK SECTION DIRECTION PERPENDICULAR TO CURB. Expansion Joint Detail Vertical Granite Curb (VGC) 6/12 Vertical Granite Curb (VGC) Set In Existing Pavement 12/11 Concrete Sidewalk 4/11 N.T.S. Source: VHB LD_402 N.T.S. Source: VHB REV LD_403 N.T.S. Source: VHB LD_420 W 3'-0" MIN. VARIES PATH OF TRAVEL CC = 6" 1.5%' 1" LIP HMA = 3 1/2" 5% TO 1=OPE DRIVEWAY ROADWAY 8" MI FOUNDATION SECTION A -A NOTE: CONCRETE FOR SIDEWALKS TO BE 4000 PSI AND FOR DRIVEWAYS 5000 / PROVIDE FENCE WHERE WALL PSI. BOTH MIXES TO BE TYPE II, HEIGHT EXCEEDS 4 FEET 6% (1.5t) AIR ENTRAINED. VARIES 4" CEMENT CONCRETE CAP � (6" THICK IN VEHICULAR AREAS) 1 LOAM & SEED SURFACE � OR TOP OF SOD MAT IMPERVIOUS FILL MIN. 12" THICK � APPROXIMATE VARIES EXCAVATION LIMIT 1/2- 1/2- 1.5% (MAX.) 1.0% (MIN.) �i IhGNGdp II iG�IV� lil REINFORCEMENT ETIC / / / // // MODULAR CONCRETE \/�\/�\/�\jam\\�\\�\\�\\�� REINFORCEMENT FACING UNITS Y I�'�//�//�/%/% //% ° ° O ° o O ° i//i//�\%/%/j Q O °° o U 0 O ° �O // % /i v/\\/i 0 O /\\% GRAVEL /v 8" COMPACTED GRAVEL COMPACTED (1Y2" MAX STONE SIZE) SUBGRADE —— — — yUNDERDRAIN (SLOPE TO DRAIN) Section LEVELING PAD Notes: COMPACTED SUBGRADE 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE— FORMED JOINT FILLER. Note: 2. PROVIDE TOOLED CONTROL JOINTS AT 6' O.C. DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. 3. PROVIDE BROOM FINISH IN DIRECTION STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM PERPENDICULAR TO SIDEWALK DIRECTION. TO BE PROVIDED BY WALL MANUFACTURER BASED ON GEOTECHNICAL ENGINEERS RECOMMENDATIONS. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 617.924.1770 • FAX 617.924.2286 Project Title Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts Issued for Local Approvals Not Approved for Construction Drawing Title Site Details Drawing Number C-5 Sheet of 5 9 Curb Cuts for Sidewalks through Driveways Concrete Sidewalk in Landscape Area 11/12 Modular Retaining Wall 6/08 N.T.S. Source: MassDOT N.T.S. Source: VHB LD_426 N.T.S. Source: VHB LD_750 Project Number 12666.00 1�666.�� l�LI�WG \VVI7D \h'I-vUJ \Whi I-LU VI LOOO.UU VL,HU VLU VI-L/-iIVJL I VLUJ ,/HL HI'I'ICU VHLJ VI LOOO.VV_U I 0 0 U N N i 0 0 7E Q 0 r� �o 0 N r7 N 0 T 6 �o 0 N 0 a_ Q Q o_ Q 00 6i n of 0 N N >T 0 T �o 0 0 0 CO Q�TE s s�oo� EQQE�E1RQU�E I$ F I i EpSE��E R o_���q J PGGE5516 /o I OF QU (E �vyI 1.0 (MIN.) I PGGE 4"" WIDTH tiJ F� p�E E R (PAINTED BLUE) 9�f_ p, 1 dE551gL �OQ� �P`�, � / I ACCESS AISLE LANDSCAPE I PG , /_2 5 �o�l@' / VipL� 4"" BLUE LINES AREA (TYP.) I �E�y9 J �? �°�° / 1 SIDE 24"" ON CENTER ' \ i 4' (MIN.) 1 I N 4" WIDTH ����' Q �,�� I �A c� :•• 1 / 4' (MIN.) I \ J���' 45° (PAINTED BLUE) BOYLSTON PROPERTIE 4" 4 �o?•,z;; WHITE PAINT z 800 Boylston Street Suite 1390 Y4" LIP MAX. �IT�rl RAMPoo°°° � \ a Boston Massachusetts 02199 SEE NOTE 9.d BLUE SKID-'N�s� "" ro °°�°°°°°°°°°°°°°°°° cam? ;::;:."" w RESISTANT • 2'-0" 3'-0" 617.262.4646 FAX 617.262.1611 4N4N mi l- W �c�'Ie� N PAINT Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5" IN WIDTH (EXCLUDING CURBING) A 5' x 5" PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. Accessible Curb Ramp (ACR) Type 'A' 11/10 N.T.S. Source: VHB LD_500 aQ II LIGHT POLE & ANCHORING Q Q PROVIDE BASE COVER SYSTEM BY MFG. w w AS FURNISHED BY U Q POLE MFG. 1"" CHAMFER 2 U Z Q LIGHT POLE BASES = J IN PARKING LOT TO � Z BE PAINTED YELLOW (o tO #3 HORIZONTAL TIES ® 12" C.C. o - 4-#5 VERTICAL-EQ. SPACED FINISH GRADE (MATERIALS VARY) K,/\/ /%/%/% % o N v 2" TYP. COVER 5000 PSI TYPE II CONCRETE CEMENT IF CONDUIT AND GROUND ROD CONNECT TO INSIDE METAL POLE SEE ELECTRICAL PLAN FOR SIZE o #3 REBAR /�� #5 REBAR o o a / COMPACTED BOLT LAYOUT �OR UNDISTURBED / � 2"-0" (MIN.) & MOUNTING PROCEDURE AS SUBGRADE PER MFG. SPECS Section Plan Notes: 1. LIGHT POLE FOUNDATION IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE SELECTION AND GEOTECHNICAL SITE INVESTIGATION. 2. LIGHT POLE BASES WITHIN TWO FEET OF A TRAVELED WAY OR PARKING STALL WILL HAVE A 2.5' REVEAL. Light Pole Foundation Detail 2/11 N.T.S. Source: VHB REV LD_310 RING & COVER THREADED PLUG 6" FINISH GRADE �~ AT PAVEMENT O o 0 0 0 0 0 0�0 6 !T CONCRETE COLLAR 12" PVC FLOW - - - - �45° PVC BEND AT END OF LINE WYE CONNECTION FOR IN -LINE \ SEE PLANS FOR INVERT AND PIPE SIZE Cleanout - Paved Area 5/13 N.T.S. Source: VHB LD-303 Y4"" LIP MAX. SEE NOTE 9. Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5" IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. Accessible Curb Ramp (ACR) - Type 'B' 9/13 N.T.S. Source: VHB LD_501 Bollard N.T.S. ROUNDED CONCRETE CAP CONCRETE FILL 6" DIA. STEEL PIPE FILLED WITH CONCRETE. COLOR SELECTED BY OWNER/ARCHITECT PAINT PRIME AND FINISH COATS TO BE COMPATIBLE WITH EXTERIOR METAL SURFACES. -INISHED GRADE SURFACE TREATMENT VARIES 24" DIA. CONCRETE ENCASEMENT COMPACTED GRAVEL COMPACTED SUBGRADE 6/08 Source: VHB LD_700 PAVED AREA LANDSCAPED AREA SEE APPLICABLE PAVEMENT SECTIONS COMMON FILL/ COMPACTED GRANULAR FILL ORDINARY BORROW SAWCUT w VAi�A�V ° ° °d ° V/VA ° oo / \j DEPTH AND SURFACE V ° ° jvv�� TREATMENT VARIES \AAA ° ,�\ \ 0 ° o ° o b °\\ / / //\\� ° w WARNING TAPE \\ o o °°°O a, ° �c°°° ° °O j\/, X w xV /j\ .0 ° a do o oY�� °o °o ° Z °o �o ao° p �wwa j ° ° o°°°b LO 0° a° �o\ HAND TAMPED HAUNCHING /j °o°o 00 o °° ° o° ° \ COMPACTED BEDDING Co MIN. SUOBGRADED Notes: 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. Utility Trench 8/11 N.T.S. Source: VHB LD-300 AREA OF COLORED SURFACE TRUNCATED DOMES Notes: Y4" LIP MAX. 0 0 0 *2.35" O O O 0.2" TYP O O O I~ ag" 2.35" TYP* TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile) *DIMENSIONS ARE CENTER TO CENTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 11. DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE. 12. CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACR RAMP FOR APEX ROADWAY CROSSINGS. Accessible Curb Ramp (ACR) Type 'E-D' 11/10 N.T.S. Source: VHB LD_504 CAP STEEL PIPE POST TYPICAL SIGN 2Ys" DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) BOLLARD (SEE DETAIL) FINISH GRADE SURFACE TREATMENT VARIES * THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE SIGNAGE. * THIS DIMENSION SHALL BE A A MAXIMUM OF 8" FOR ACCESSIBLE SIGNAGE. Bollard Mounted Sign N.T.S. Source: VHB 4/12 LD_703 LENGTH AS REQUIRED (SEE STRIPING PLAN) 12" 16' \ `WHITE PAINTED o STOP LINE i 00 16" (TYP.) 4" WHITE PAINT LANE 4 2 Notes: 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. Painted Pavement Markings - On Site 6/08 N.T.S. Source: VHB LD_554 CAP STEEL PIPE POST TYPICAL SIGN 2Y2" DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) LANDSCAPED AREA 777, 16" OR 12" DIA. 04 v CONCRETE SUPPORT y THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE SIGNAGE. THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE SIGNAGE. Sign Post - Type 'A' N.T.S. Source: VHB 30" DIA. °1 ACCESS L 60"" DIA. MANHOLE 2 L � Alternate Top Slab FINISH GRADE 8" 30" DIA. 8" ACCESS SEE NOTE 5. Z ULD � <M c~i w a SEE NOTE 3. STEPS SEE NOTE 2. cw Z JN a 0 45° WYE w Ili N " REMOVABLE CAP 60"" DIA. MANHO(MIN)INSTALL INLET (SEE NO 6) DROP WHEN INLET TO OUTLET ELEVATIONS EXCEED 2 FEET o ci SHELF SHALL BE BRICK LAID U w FLAT AT A SLOPE UJ Of 45° ELL/BEND OF 1"/FOOT of Na ARCH INVERT TO BE CONSTRUCTEE w WITH SEWER BRICKS LAID AS STRETCHERS AND ON EDGE RACKETS SET 2' O.C. (SEE DETAIL) SEE NOTE 4. FLEXIBLE WATERTIGHT o C) GASKET OR SLEEVE (TYP.) w OUTLET 90° ELL/BEND w U Z 0 p Q 12" 12" m TYP. TYP. 8 o00 Go °o� °� °°�°(D 0 ° °°°o °�°o° /Ooo o °oQ�°o °o w- o� ofOo o° o° ° ° ° ° .� ..A n\.�Ai�A�AAiAA �iAAiAAiA�iAAiAAi�A �A �AiAAiAAiAAiAAiA\iA�iAA/AA%i�, COMPACTED GRAVEL BRICK CHIP AND MORTAR OR CEMENT CONCRETE FILL COMPACTED SUBGRADE Interior Drop Sewer Manhole (SMH) N.T.S. Source: VHB Notes: 1. STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING. 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE 3. EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL. 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE BUTYL RUBBER. 5. SEWER MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH SEWER BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM) 6. MANHOLE DIAMETER SHALL BE VERIFIED BY CONTRACTOR AND MANUFACTURER BASED ON PIPE GEOMETRICS AND SIZES STAINLESS STEEL BRACKET AND O FASTENERS 2" X 1/8" THICK PIPE Bracket Detail SEE DETAIL 8" (MIN.) 5" MIN. (11' FOR VAN) Detail 3" WIDTH ACCESSIBLE PARKING (PAINTED WHITE) Notes: 1. ALL DIMENSIONS TO EDGES OF 4" PAVEMENT STRIPING. 2. 8' STALL WIDTH REFERS TO 8' CLEAR BETWEEN INSIDE EDGES OF PAVEMENT MARKINGS. 3. ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE AREAS SHALL NOT EXCEED 1.5%. Accessible Parking Space 11/10 N.T.S. Source: VHB I0a[+71a Ill Eel THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE SIGNAGE. THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE SIGNAGE. cn o Cf) r': w J Z �a z A/ HOLE DIAMETER 7/16" EARTH INSITU 4/12 Sign Post - Type 'B' LD_701 N.T.S. 6/08 LD-205 LD_552 SIGN POST (1.75" x 1.75") GROUND SURFACE ANCHOR SLEEVE (2.25" x 2.25") SIGN POST ANCHOR (2.0" x 2.0") 12/12 Source: VHB LD_702 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 617.924.1770 • FAX 617.924.2286 30" DIA. ACCESS Notes: Project Title 1. STRUCTURES SHALL BE PRECAST 48 DIA. MANHOLE CONCRETE, DESIGNED FOR HS-20 LOADING. u Arsenal Street Hotel " l Alternate Top Slab 2. COPOLYMER MANHOLE STEPS SHALL BE (STEEL REINFORCED FOR HS-20 LOADING) INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE. FINISH 570 Arsenal Street GRADE 3. EXTERIOR SURFACES SHALL BE GIVEN 8"" 30" DIA. 8" TWO COATS OF BITUMINOUS WATER- Watertown Massachusetts ACCESS PROOFING MATERIAL. SEE 4. JOINT SEALANT BETWEEN PRECAST sued for NOTE 5. - - - - - - ------ SECTIONS SHALL BE PREFORMED BUTYL RUBBER. Local Approvals Zo � 5.STANDARD SEWER MANHOLE FRAME �� zQ AND COVER SHALL BE SET IN FULL zN wJ MORTAR BED. ADJUST TO GRADE WITH cwi w � d STEPS, SEE SEWER BRICK AND MORTAR 2 BRICK ( 0Z w ao ~ NOTE 2. COURSES TYPICALLY, 5 BRICK COURSES Not Approved for Construction o w MAXIMUM) N - - - - - - - - - - - - - SEE NOTE 3. Drawing Title �o w o wC� 48" DIA. MANHOLE Nl.- w Of(MINIMUM) (N SEE NOTE 4. a a FLEXIBLE WATERTIGHT Site GASKET OR SLEEVE Z 00 �w OUTLET Details Jo N DIA. OQ 12" Ai VARIES 0° YP. To O o �� o ° °� ° o O O o o ° O ° ° a0 00 O oo �o ° N ° c6 8 °o cp ° � Drawing Number ° o oQ� °o° g0° °°°O°® C2 ° o ° W ° ° �(:p 86 lob° 1 ', i� SHELF TO BE SEWER ARCH INVERT TO BE CONSTRUCTED BRICK LAID FLAT AT A WITH SEWER BRICK LAID ASC-6 SLOPE OF 1""/FOOT STRETCHERS AND ON EDGE. COMPACTED GRAVEL BRICK CHIP AND MORTAR OR CEMENT COMPACTED SUBGRADE CONCRETE FILL Sheet of 6 9 Sanitary Sewer Manhole (SMH) 6/08 Project Number N.T.S. Source: VHB LD-200 12666.00 1�666.�� l\Ll\WG \ VVrin \r'RUJ VVV/-A I LU VI ZOO O.UU FLU \r- LHIVJt I \wI,HL Hr- r- MUVHLJ \I LOOO.UU_U I .L 0 0 U >T N U 0 0 Q r� �o 0 N T 0 T �o 0 0 0 0 a_ Q Q o_ Q 00 o6 Ln of 0 N N T 0 �o 0 0 0 C0 ELEV=24.70 Notes: 24" DIA. ASPHALT COATED ACCE1. ALL SECTIONS SHALL BE DESIGNED AimSS STEEL PLATE FOR HS-20 LOADING. DIAMETER OF 12" PIPE TO 12" OUTLET PIPE N STRUCTURES SHALL BE COORDINATED ISOLATOR ROW RIM=29.2 WITH PIPE CONFIGURATIONS. Notes: FRAME AND COVER i_ 48" DIA. (MIN.) 2. COPOLYMER MANHOLE STEPS SHALL BE 1. ALL SECTIONS SHALL BE DESIGNED FRAME DIA. COVER) BOTTOM OF + INSTALLED AT 12" O.C. FOR THE FULL Alternate Eccentric Cone Section FOR HS-20 LOADING. MANHOLE DEPTH OF THE STRUCTURE. PROPOSED Alternate Top Slab 2. PROVIDE OPENINGS FOR PIPES WITH 2" } GRADE MAX. CLEARANCE TO OUTSIDE OF PIPE. 3. PROVIDE OPENINGS FOR PIPES WITH 2" zP PE SQUARE BOYLSTON PROPERTIE ao- MORTAR ALL PIPE CONNECTIONS. BOLT MAX. CLEARANCE TO OUTSIDE OF PIPE. N �PENING (TYP °BOLT ORIFICE DETAIL FINISH MORTAR ALL PIPE CONNECTIONS. 3. JOINT SEALANT BETWEEN PRECAST ASPHALT COATEDSTEEL PLATE GRADE li it8" 24'" DIA. 8 '" DIA. (MIN.) ° ACCESS 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED ASPHALT COATED SECTIONS SHALL BE PREFORMED BUTYL RUBBER. $QQ Boylston Street Suite 1390 STEEL PLATE SEE NOTE 5. BUTYL RUBBER. Alternate Top Slab Y -- -- o 0 5' DIA. (MIN.) ANON CORROSIVE, ASPHALT FINISH 4. CATCH BASIN FRAME AND GRATE Boston, 1\/1aSSaC11USettS 02199 COATED STEEL PLATE GRADE SHALL BE SET IN FULL MORTAR BED. 12" PIPE 5. DRAIN MANHOLE FRAME AND COVER I2" PI (SEE ORIFICE DETAIL) SHALL BE SET IN FULL MORTAR BED. 8" 24" 8 ADJUST TO GRADE WITH CLAY BRICK 617.262.4646 • FAX 617.262.1611 12" PIPE TO z ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES 12" PIPE TO 12" INLET PIPE SEE NOTE 2. 00 am TYPICALLY, 5 BRICK COURSES SUBSURFACE FROM SITE SUBSURFACE F z Q AND MORTAR (2 BRICK COURSES SEE NOTE 4. ��N R O S" DETENTION SYSTEM �v �w TYPICALLY, 5 BRICK COURSES MAXIMUM). SYSTEM 6 ��CF �q�\�� SEE NOTE 1. w� N STEPS, SEE MAXIMUM O I=22.9 CL ) _ 0w Qo NOTE 2. z U Z � - - - �`'0 w SEE NOTE 4. WF zm BOLT I 12" PIPEJ - �- - N zw M J 12 wcn k'N . S EEL PLATE BOLTED TO STEEL PLATE BOLTED TO i��i��i��i _OUTLET o U 0 BOLT Q ���j�z CY i SHELF TO BE CONCRETE FORMED oz wo 48" DIA. MIN /\//\//\// / /\// / p w0 w 48" DIA. MIN. AT A SLOPE OF 1" PER FOOT. c� w STRUCTURE. CAULK / STRUCTURE. CAULK / /r /r /i /r;\//\\//\\i o a cn F X N SEE NOTE 3. WATERPROOF JOINT. WATERPROOF JOINT. \\ij// CEMENT CONCRETE ww W OIL/DEBRIS OUTLET INFILL 0 a TRAP 12" COMPACTED I=23.5 \/ r 12�{ DIA. OUTLET N o PLAN VIEW SUBBASE / D TYP. z o=z a PIPET o o o o ° o 0 0 o GEOTEXTILE U 0 VARIES Now DIA. Off° °p o ° o° FABRIC-_�------ Vanasse Han en Brustlin Inc. ° m =� �� o- INVERT VARIES 8 ° 12" X20 ° �° °00,9 oa°off 0O&CO 49 �W DIA. N¢ - 7 O ° O 7\ \ \ \ \ o N VARIES 0 a 12" SEE NOTE 2. Transportation PLAN VIEW CRUSHED STONE COMPACTED SUBGRADE 00 (TYP.) p SEE NOTE 3. Uo COMPACTED Land Development Notes: Notes (T12�")N GRAVEL Environmental Services �w ocwi� 12 COMPACTED 1. SEE PLANS FOR INVERTS 1. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO ' /i //!/!/ /i`/' �m SUBGRADE 101 Walnut Street, P.O. BOX 9151 2. TOP OF WEIR ELEV = 23.70 OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. CEMENT CONCRETE INVERT (TYP. , Watertown Massachusetts 02471 2. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED COMPACTED GRAVEL 617.924.1770 • FAX 617.924.2286 BUTYL RUBBER. 12" 3. BOLTS - HILTI ANCHORS, SHOT IN OR DRILL DOWELL AND EPDXY. COMPACTED SUBGRADE DMH-2 (Weir) 5/14 N.T.S. Source: VHB INSPECTION PORT (SEE STORMTECH SC-310 INSPECTION PORT DETAIL) Isolator Row Profile N.T.S. CATCH BASIN GRA SILTSACI Plan View CATCH BASIN GRATE SILTSACK DMH-5 Outlet Control Structure (OCS) N.T.S. Source: VHB 2 LAYERS OF ADS 315ST WOVEN GEOTEXTILE (OR EQUAL) BETWEEN FOUNDATION STONE AND CHAMBERS SC-740: 5'-6" [1.7 m] WIDE STRIP SC-310: 4'-0" [1.2 m] WIDE STRIP 1" REBAR FOR BAG REMOVAL 'EXPANSION RESTRAINT Notes: 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN REMOVED. 2. GRATE TO BE PLACED OVER SILTSACK. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED. 4. CONTRACTOR TO DETERMINE AND MANAGE LOCATION AND TYPE OF EROSION CONTROL BASED ON PROJECT PHASING. Source: ADS Storm Tech COVER ENTIRE ROW WITH ADS 601 NON -WOVEN GEOTEXTILE (OR EQUAL) SC-740: 8' [2.4 m] WIDE STRIP SC-310: 5' [1.5 m] WIDE STRIP im STORMTECH END CAP 0 4' (MAX) 1Y2" x 1Y2" x 4' WOOD STAKE OR APPROVED EQUAL\ SILT FENCE \\i WORK AREA I II FLOW III PROTECTED AREA TOP OF III GROUND I II 4" EMBEDMENT (MIN.) II I II PLACE 4" OF FABRIC I II 1' (MIN.) ALONG TRENCH AWAY I II STAPLE FROM PROTECTED AREA BACKFILL AND COMPACT I II B Note: 1. CONTRACTOR TO DETERMINE AND MANAGE LOCATION AND TYPE OF EROSION CONTROL BASED ON PROJECT PHASING. A UJLA STAPLE Wood Stake Joint Detail CHAMBERS SHALL MEET ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" - NOMINAL 3/4" - 2" [19 mm - 51 mm] CLEAN, CRUSHED, ANGULAR STONE (AASHTO M43 #3 THROUGH #57 STONE SIZES ALLOWED) ADS 601 NON -WOVEN GEOTEXTILE OR EQUAL) ALL AROUND I=1 c ANGULAR STONE Drain Manhole (DMH) REV LD 163 N.T.S. Source: VHS CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6" [152 mm] LIFTS TO 95% STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS Z'LZZZ4441 /_ PAVEMENT 1 "' FOR UNPAVED INSTALLATION' ""' "'•�:"••'`'` 1 ' 96" 2438 mm .:'•,'�^�.`.F`.^'': WHERE RUTTING FROM VEHICLES ;��;p�!,••���+'��s;'� :. MAY OCCUR, INCREASE COVER - 18' [457 mm] [ ] "k T02A [6,-IMINIMUM. MAX. 6" [152 mm] MIN. MIN. 1 30" [762 mm] DEPTH TO BE DETERMINED BY =1 I I -I 1= III -I 1 I-1 1-1 1=� 1=1 11-[ DESIGN ENGINEER III I I -III -I I -III - I 1-1 I 6" [152 mm] MIN. I I-1 I I_ I I I I L-III-1 I I=1 1I- SC-740 END CAP -/ 152 MIN 6" mm . 51 12" 305 mm DESIGN ENGINEER RESPONSIBLE FOR [ ] [1295 mm] [ ] MIN. ENSURING THE REQUIRED BEARING CAPACITY OF SUBGRADE SOILS THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. SC-740 Typcial Cross -Section N.T.S. Source: ADS Storm Tech 1Y2" x 1h" x 4' WOOD STAKE OR APPROVED EQUAL 1 "x 1 "x 3' WOOD STAKE, SILT FENCE (2 PER BALE) r / - - -_V PROTECTED y BALE TWINE TO BE AREA � _ / PARALLEL TO GROUND SURFACE STAKED BALES / FLOW WORK AREA SET 4" INTO TOP OF f GROUND GROUND 4" EMBEDMENT (MIN.) 1' (MIN.) 4" 8" (MIN.) STAPLE B B �Ai A Wood Stake STAPLE Joint Detail Note: 1. PLACE ON BALE PERPINDICULAR ALONG BALE BARRIER (100' O.C.). 2. CONTRACTOR TO DETERMINE AND MANAGE LOCATION AND TYPE OF EROSION CONTROL BASED ON PROJECT PHASING. STRAW BALE 4/11 Catch Basin (CB) With Oil/Debris Trap LD-115 N.T.S. Source: VHB WORK AREA FLOW TOP OF GROUND STRAW FILLED WATTLE (8"-12" TYP.)� M Notes: 6/08 LD-101 2"x 2" WOOD STAKE, PLACED 10' O.C. i r `PROTECTED AREA 1. STRAW WATTLE SHALL BE AS MANUFACTURED BY EARTHSAVER OR APPROVED EQUAL. 2. STRAW WATTLES SHALL OVERLAP A MINIMUM OF 12 INCHES. 3. STRAW WATTLE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. 4. TEMPORARY STRAW WATTLES TO BE REMOVED BY CONTRACTOR. ALL OTHERS TO REMAIN IN PLACE UNLESS DIRECTED OTHERWISE BY ENGINEER. 5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE COLLECTED AND DISPOSED OF OFFSITE. 6. CONTRACTOR TO DETERMINE AND MANAGE LOCATION AND TYPE OF EROSION CONTROL BASED ON PROJECT PHASING. Straw Wattle - Erosion Control Barrier 8/12 N.T.S. Source: VHB LD 659 STAKES (2 PER BALE) SITE 50' MIN. 10' IN ° 0000 O° "o°o o°°°°o°o O ��00o°°°O°in Z p°00o°°° °0.00 °° 00> ° O ° ° C`1 00> ° O ° ° ° o 00> ° O% 0 °O `-- O% 0.. O C 0.., FILTER O ° � FABRIC °o _1 Plan View CATCH BASIN 1 "x1 "x3' WOOD STAKE, GRATE Il\81111 I11(IWI I IIIm1111 �9181BIC19�' �. I I 1 Notes: 1. ENCLOSE STRUCTURE WITH STRAWBALES IMMEDIATELY AFTER CATCH BASIN CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. 2. IF GRATE IS AGAINST EXISTING CURB THEN BALES ARE TO BE PLACED AROUND THREE SIDES OF GRATE ONLY. 3. GRATE TO BE PLACED OVER FILTER FABRIC. 4. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND REPAIR OR REPLACEMENTS SHALL BE PERFORMED PROMPTLY AS NEEDED. 5. CONTRACTOR TO DETERMINE AND MANAGE LOCATION AND TYPE OR EROSION CONTROL BASED ON PROJECT PHASING. Siltsack Sediment Trap 6/08 Silt Fence Barrier 6/08 Silt Fence / Straw Bale Barrier (Embedded) 2/11 Catch Basin Sediment Trap 2/11 N.T.S. Source: VHB LD-674 N.T.S. Source: VHB REV LD-650 N.T.S. Source: VHB REV LD-656 N.T.S. REV Source: VHB REV LD-673 SITE 50' MIN. EXISTING 4"(MIN. 3' PAVEMENT S.• � FILTER MOUNTABLE BERM FABRIC 11/2" CRUSHED STONE Cross-section Notes: 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH MATERIALS BEING INSTALLED. 4. CONTRACTOR TO DETERMINE AND MANAGE LOCATION BASED ON PROJECT PHASING. Stabilized Construction Exit 6/08 N.T.S. Source: VHB REV LD-682 Project Title Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts Issued for Local Approvals Not Approved for Construction Drawing Title Site Details Drawing Number C-7 Sheet of 7 9 Project Number 12666.00 1�666.�� l�LI�WG VHB\PROJ\WAT—LD\12666.00\CAD\LD\PLANSET\LOCAL APPROVALS\12666.00_LA Plant Maintenance Notes 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND PLANTINGS. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. WATER SHALL BE PROVIDED BY THE CONTRACTOR. 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHEN NATURAL RAINFALL IS BELOW ONE INCH PER WEEK. 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. 5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. D X VGC cP_ 4 0 Landscape Notes 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. 4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'S REPRESENTATIVE. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN L.U/V I. VGC 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. 10. AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 6" OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED WITH EROSION CONTROL FABRIC. 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S REPRESENTATIVE. 12. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE / CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION 13. LIGHT POLES ARE SHOWN HEREON FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO SITE LIGHTING PLAN. 12'D D ti 20 0 20 40 SCALE IN FEET PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE AR 8 Acer rubrum October Glory TM October Glory Maple 2 1/2 - 3" CAL. QP 4 Quercus palustris Pin Oak 2 1/2 - 3" CAL. ZS 12 Zelkova serrata Green Vase' Green Vase Zelkova 2 1/2 - 3" CAL. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE JH 24 Juniperus chinensis 'Hetzii Columnaris' Hetzi Column Juniper 5 - 6' HT. FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE BN 2 Betula nigra 'Heritage' Heritage River Birch 12 - 14' HT. PO 5 Prunus incisa 'Okame' Okame Cherry 2 1/2 - 3" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE BG 44 Buxus x 'Green Gem' Green Gem Boxwood 18 - 24" HT. IG 29 Ilex glabra Shamrock' Shamrock Inkberry 2 - 2 1/2' HT. JS 28 Juniperus scopulorum 'Skyrocket' Skyrocket Juniper 4 - 5' HT. LC 51 Leucothoe fontanesiana Drooping Leucothoe 18 - 24" SPD RC 57 Rhododendron azalea 'Cunningham's Blush' Rhododendron Cunningham's Blush 2 - 2 1/2' HT. RO 9 Rhododendron azalea 'Olga Metzitt' Rhododendron 2 - 2 1/2' HT. SL 18 Spiraea x bumalda 'Little Princess' Little Princess Spiraea 15 - 18" HT GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE PT 482 Pachysandra terminalis Japanese Spurge flats of 30 (PUBLIC —VARIABLE WIDTH) �) / HL L VGC 12'D 2'D I VG, ■ BOYLSTON PROPERTIES 800 Boylston Street, Suite 1390 Boston, Massachusetts 02199 617.262.4646 • FAX 617.262.1611 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 617.924.1770 • FAX 617.924.2286 No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by KFS CAD checked by DRG Approved by KFS Scale lil_201 Date May 13, 2014 Project Title Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts Issued for Local Approvals Not Approved for Construction Drawing Title Landscape Plan Drawing Number L-1 Sheet of 8 9 Project Number 12666.00 12666.00_LA. D WG AWALD\LD\12666.00\CAD\LD\PLANSET\LOCAL APPROVALS \12666.00_LA LINER EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX. SOIL MIX SHALL BE CONTINUOUS WITHIN EACH SHRUB BED. ADJUSTABLE LEVELING 3" PINE BARK MULCH LEGS — 4 TOTAL DO NOT COVER STEMS OR TRUNK PLAN LINER WITH VINYL COATED STEEL TETHER ADJUSTABLE LEVELING \ LEGS 1 /2" DIA. ANCHOR BOLT MOUNTING RING HOLE CONCRETE PAVEMENT (THREE TIMES ROOTBALL DIA. WITH SLOPED SIDE) GRAVEL BASE Notes: UNDISTURBED OR COMPACTED SUBGRADE 1. LOOSEN ROOTS AT THE OUTER EDGE OF ROOTBALL OF CONTAINER GROWN SHRUBS. VL.\. L1V11 Trash Recptacle 3/09 N.T.S. Source: VHB Isometric View Note: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. BIKE RACK TO BE HOOP BICYCLE RACK, COLOR BLACK, BY DERO OR SIMILAR. Hoop Bicycle Rack N.T.S. Source: LD HOOP BICYCLE RACK TAMPER PROOF G.S. ANCHORS PER MANUFACTURERS RECOMMENDATIONS TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE SLOPE TO FORM SAUCER. SIT ROOTBALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE UNTIE AND ROLL BACK BURLAP FROM 1 /3 (MIN) OF ROOT BALL; IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. Shrub Bed Planting 6/08 N.T.S. Source: VHB LJ A MnlA/nnfl C`TA I/CC` VVI 1 rl JLUr r—U JIUCJ LD_601 totes: NOT REQUIRED FOR _R 3" CALIPER. TREE TIE WEBBING LY TIED) 'OP 6" OF STAKES ORANGE _ECTIVE RED TAPE 3" HARDWOOD STAKE KES PER TREE) WITHIN 6" OF ROOT BALL) HALL BE SET PLUMB, SETTLEMENT FLARE SHALL BE =TELY EXPOSED, SET )VE THE ESTABLISHED D GRADE 'K MULCH, r PLACE MULCH 3" OF TRUNK TO FORM -I SAUCER BACKFILL MIXTURE. E AND CUTAWAY BURLAP 4 1 /3 OF ROOT BALL (MIN); (NTHETIC WRAP IS USED, OVE COMPLETELY ROOT BALL ON EXISTING ISTURBED SOIL OR ON PACTED SUBGRADE Tree Planting (For Trees Under 411 Caliper) N.T.S. Source: VHB ■ BOYLSTON PROPERTIES 800 Boylston Street, Suite 1390 Boston, Massachusetts 02199 617.262.4646 • FAX 617.262.1611 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 617.924.1770 • FAX 617.924.2286 No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by KFS CAD checked by DRG Approved by KFS Scale 1 "=20' Date May 13, 2014 Project Title Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts Issued for Local Approvals Not Approved for Construction Drawing Title Landscape Details Drawing Number L-2 1 /10 Sheet of 9 9 LD_602 Project Number 12666.00 12666.00_LA. D WG D 11v 4-u o � S Q � N 0 0 Va cfl v DETAIL A \ . / 1 »=20' PERMANENT HIGHWAY EASEMENT R=20.00' (EASEMENT 10) L=3.28 AREA=24t SQ. FT. R=29.53 L=26.07' R=20.00' L=23.55' cQ cp •�cs� REFERENCES MIDDLESEX COUNTY REGISTRY OF DEEDS BOOK 60722, PAGE 586 PLAN NO 225 OF 1945 PLAN NO. 486 OF '1945 PLAN NO. 848 OF 197J PLAN NO 536 OF 2000 MASSACHUSETTS LAND COURT LCC 119746 A CERTIFICATE OF TITLE 125201 e Now or Former! N81.27'20"w SURREY ROAD LLC \ / BOOK 44591, PAGE 579 \ PARCEL ID 1236 3F 30.6 o w 2 STORY 31 9 CONC- 30.,5 BRICK `'N t 3 1.65 � �� 222 3 GRASS �' " M ?� -o f j n oIL G Z off` GRASS110 Lob 31- ON ,f' ' "�3 i '"' R 29.70 31.98 .` _ . (N. V. P. _ �� f iX�� f T. -24.5 Cy Q �` ``\. 3d)4 39 BRA ti� o ;%;-' Nam• " J �o r % i r 31x181► ' -' ' 570 ARSENAL STREET ,. BIT. CONC. -� x 32.02 `� -� o 02 ,f ,�� �'� , ti• , �, % .:_ PLAN 225 OF 1945, N w � `�.:, LOT E BIT. C C. �' o. •� { o 1 �. 3 37 � 32.51 �.. ................� _ _ ___ 32. 8 x 32.41 \� 31x,93 31x05 2 .5x ..__. 28 2,6 _. _.._.w. 317.58 GRAVEL 28.1 28.9 30.1 GRAVEL i 31.50342 5 co 30 �- 29 . _49 27 Jr," _. _.._ 2 -� f ,� 0 34 2 LST 01 Z m 30.6 .. ,..- -�- x x x 33.3 CjrO j GRAVEL ox co- 1 STORY '} ` 32X 2 X 34.4� x r 3 t'. 99 i 7.3.56' UNREG/STFREn CONCRETE RETAINING WALL o RAMP TO 4• Z • • s • • • • • • • • r • •j• • • • • • • • • • e Z • d. ROOFTOP 34.0 IBM--2 c�, ,... .,% �' 33.4 N < v3 TANKS AREA i 3 4 METAL o 93.56 Posrs 34 ' REG/STFREn '� w BOT CONC. = 19.6 PARKI,,IIG �' r` . %' i` ,. M •' o N °, row=25.6) \ �� 34.8 cr tv R=30. 13 32X31 3x4.1 i� 1 STORY. ) -'� N� �. cA `'' S °0 ® WOOD FRAME .� : BIT. CONC. 570 ARSENAL STREET I GARAGE � f �-1, s T Z - \.. L 34 N0 -25.9 PLAN 486 OF 1945, BIT CONC. :� 34.Ox x M 9 cA =27.8 4 LOT I7� ,�'S 32.91) � I BIT. 41 - ) 3 7 PATCH TOTAL LOT AREA 570 ARSENAL STREET ��,�,,% N c ^ f ►7, iig i SQ.FT PLAN 486 OF 1945 13- 1 STORY PARKING \LOT J w 4 s STEEL & CONCRETE PARKING ON ROOF 'F'i`�� W FMB£ 30 q9 X 2 r- 3o.59TW I CO) 26.30 i 32Xg8 'ctOi, CONC. STEPS ' Z n 30.60TW I , m 0.38 l O BIT. CONC.Vil • CB BENCH MARK v'' 1 RIM=-29.78 1 30 A 7T-27. d.`72 , 30.39 30.70 ` '� o 3� FFE=30.55.,, (TILE) wN °' ocS �ii BIT. CONC. \ to \ _ 30.53 30.72 30.58 29.86 R=29.53 •� w �s o " I_ _ - _..� 29. 9 TT=26.9 3CX47 3 ).34 32.8 1=23.7 R=29.53 x7 ! x w w iv o (SEE DETAIL -A) \2S 28 ) TT=26.4 29x77 29x89 D orn HIGHWAY EASEMENT 2 R=3O.42 N o N N 31.70TiN PENfNG=23.6f 18 D 1=24.5 D OPENING=24.5f 18 "D �„ ® o3.6(ACTUAL PIPE N T NISI LE) =29.8 (ACTUAL PIPE NOT VJ JBLE I 5 3 R=29.81 30.60 1.63TW A-863 9� a, 1 SA 0.60 /MBER 3 . 3 3025 T/MB R�21�81'2�*20� 3 • 4 3 . TIMBER 7 31. 0 31.3 31.85TWy se 2.90 2. 0 s 30.20 30.28 3040 uja 30.52 R=30.51 30. 3064TC 30.86 30.90 1=26. 1 R=29.87 9• t0 R-30.05 GONG. CONC. CDNC. �L R= 00 BRICK EDGING F.O.D. 29.96BC BRICK EDGING 29.81 1=25 �� O E = '00Av -79-- rc 1T=25.930.08TC VGC 30.34TC VGC • 30.45TC 30 EEE _ E 29.88BC o R=29.87 E F.O.S. a BLOCK D 1=18.8 =29.85 „ E F R=30.33 12 ' G 15"D D R= . 90 D/ 18 12 D R=29.45 E - E -12 n J=16.6 " J=16.4 12„G F. 12 G 12"G 12 G a 15 "S S 15 "S ' R=29.90 R3 R 02 15S 1 S (D 30.07 30:50TC 3 .1 t 9 0.4 'b 0.6 2�94 • 6 3Qr64 CONC. JOA84 3Ltx91 31x13 CONC. 3).J4BC .73 ARSENAL(PUBLIC^VARIABLE WIDTH 29:98 3Q.528C 1 o W S 10,,E 10 "N 10"w 10"W D R � 26.9 R0.31 I=25.9 \T T o ''--- T 30.11BC T 29 3 R_2 12 'D l_ 14. 7 �R _.10 VGC 2 9 2 74 VGC 2 66 R=F.O.S.29.67 292 3 VGC 29. 4 30. 7TC 3 10 29.56 I=20.5 0 29.70 29.8 3 .08 /=24.4n30.14 30.32 ,yY 30.46 D 12 "D47 _8 „D D 1=22. 8 12 „D 12 "D v N T 1=24.8 /=21.7 R=30.24 /=25.8 R=29.77 R=30.54 1) BENCH MARK INFORMATION: BENCH MARK USED: 5) PARKING STRIPES, BUILDINGS AND CONTOUR LINES SHOWN HEREON TAKEN FROM A PLAN ENTTRED RIM OF CATCH BASIN AS SHOWN HEREON. (SEE NOTE 5) "EX/STING CONDITIONS PROPERTY LINE, 570, 610 & 626 ARSENAL STREET, 36 ARLINGTON STREET, ELEVATION = 29.78 WATFRTOWN, MA ; PREPARED BY ALLEN & MAJOR ASSOCIATES, INC., DATED 10/1 V12. 1EiU1POR4RY BENCH MARKS SET 6) WATER AND SEWER LINES COMPILED FROM AVAILABLE SOURCES 78M-1: XCUT ON HYDRANT BOLT 2.5' ABOVE GRADE LOCATED AT WEST SIDE OF 7) UTILITY INFORMATION SHOWN IS BASED ON 807H A FIELD SURVEY AND PLANS OF RECORD. THE ARUNGTON STREET ABOUT 115' NORTH OF ARSENAL STREET; AS SHOWN HEREON LOCA77ONS OF UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED FROM THE E ELEVATION-31.48 AFOREMEN77ONED RECORD PLANS AND ARE APPROXIMA7F ONLY. WE CANNOT ASSUME RESPONSIBILITY � . FOR DAMAGES INCURRED AS A RESULT OF U77LI77ES THAT ARE OMITTED OR INACCURATELY SHOWN ON I CERTIFY THAT THIS PLAN IS BASED ON AN AC. 7EM-2. XCUT ON HYDRANT BOLT 2.2 ABOVE GRADE LOCATED AT WEST SIDE OF ELM SAID RECORD PLANS, SINCE SUB -SURFACE UTIU77ES CANNOT BE VISIBLY VERIFIED. BEFORE PLANNING � THE LATEST PLANS AND DEEDS OF RECORD. S7REET ABOUT 1J7' NORTH OF ARSENAL STREET, AS SHOWN HEREON ELEVA7I0N=32.02 FUTURE CONNECTIONS, THE PROPER UTILITY ENGINEERING DEPARTMENT SHOULD BE CONSULTED AND RT �� THE ACTUAL LOCATION OF SUB -SURFACE STRUCTURES SHOULD BE DETERMINED IN THE FIELD. CALL, 2) ELEVA77ONS REFER TO NA.V.D. OF 1988 PER ALLEN & MAJOR ASSOCIATES (SEE NOTE 5) TOLL FREE, THE DIG SAFE CALL CENTER AT 1-888-344-7233 SEVENTY-TWO HOURS PRIOR TO AT EXCAVATION. 3) CONTOUR INTERVAL EQUALS ONE (1) FOOT. 4) BY GRAPHIC PLOTTING ONLY, THE PARCEL SHOWN HEREON UES WI7HIN A ZONE "X" (UNSHADED), AN 6 ROBERT G. APPLEGATF IIS (MAC 28514) AREA OUTSIDE OF THE 0.2:6 ANNUAL CHANCE FLOOD, AS SHOWN ON 171E FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A) FLOOD INSURANCE RATE MAP (F.LR.M.) FOR MIDDLESEX COUNTY, RGA®fe/dmonsurveyors.com MASSACHUSETTS, MAP NUMBER 25017CO557E, TOWN OF WATERTOWN COMMUN17Y NUMBER 250223, PANEL NUMBER 557E, HAVING AN EFFECTNE DATE OF JUNE 4, 2010. LEGENDS F ............ OBSERVATION WELL I �............ MANHOLE Q • •......... •TELEPHONE MANHOLE V I Q..• ELECTRIC MANHOLE Q \\ ®.. .. • DRAIN MANHOLE ........ ...• HYDRANT �' R=26.84 28.26 T T ........... WATER SHUT OFF 28.12 8.26 I R=28.1 27 0 3S \`9 ........... GAS SHUT OFF I x x TT-23.6 �9 CATCH BASIN I ■' H " E F 0 ...........GUY POLE BOT= .........BOTTOM ELEVATION R=27.53(F.O. D.) FOW .......... FULL OF WATER =27.29 'gyp ; R=26. 52 ,� `IIs .......... U771JTY POLE FOD .......... FULL OF DEBRIS 28.18TC E E �, F * ........... LIGHT POLE 27.55BC R=27.69 E FOS • • • • • • • • • FULL OF SEDIMENT s 12'D l =15.2 D I ®. ELECTRIC HANOHOLE .......... . l= 14.8 12 , D- .. l= • INVERT ELEVATION Q S E - -- -Q- SIGN NVP .......... NO VISIBLE PIPES R=28.24 O ( �. 18 T i G ......... DECIDUOUS TREE TOD • TOP OF DEBRIS �F --A � TOW ...........TOP OF WATER ..........CONIFEROUS TREE TOS ........... TOP OF SEDIMENT S 15 S 15 "S 7R= ........... CENTERLINE OF TROUGH x TR=9.7 ^Q HANDICAP RAMP TT=........... TOP OF TRAP 28.43 I R=28.07 I TOP=.......... TOP OF PIPE RSENAJ� STREET" D .......... CURB RETURN D DRAIN BC • BOTTOM of CURB (PUBLIC^ --VARIABLE WIDTH) BIT ..... • ..... BITUMINOUS G GELEAS cTR�c CLF ........... CHAIN UNK FENCE OHW OVERHEAD WIRES 10 "W 10 "W CONC ......... CONCRETE S SEWER LST • • • • • • • • • • LANDSCAPE TIMBER T TELEPHONE W 0 D I SO. FT........ SQUARE FEET W WATER 2 R=27.51 TC. ...... • • • • • TOP OF CURB -X X METAL FENCE R- 6.34 J T T T I TYP........... TYPICAL -o a o WOOD FENCE VGC........... VERTICAL GRANITE CURS V TW • • • • • • TOP OF WALL [47-82 I Q , BW ........... BOTTOM OF WALL .82 R=27.15 „ r fFE .......... RRST FLOOR ELEVATION 1=22.4 D N. V. P. 12 D R= ........... RIM ELEVATION n SO• • • • • • • • • • • SHUT OfT (UNKNOWN) f Now or Formerly ~' ORY 23 ELM STREET TRUST J 16 1 BOOK 16459 PAGE 445 - _ - ' �. PARCEL ID 12J6 4G .62 `� 1. STORY 2 29.44 ' 2xT5' CONCRETE BLOCK 'i BIT. ONC. -- SBOH-FNI�: r �' .78 _ ° _ 2 _'��/ GRAVEL HELD� , � � ........................._... .�- .....�. 26:.- _....�........._._.... ._--.�... � �...._._.... �-...._. ......�......._ :..�.::`� ��--........_.... �._._.u............�.�.. ....m.....�._......- �.. ._""�.� 2.�.a�- --- ���----��-�- ( ) _ _ .......�W....._ r 26.64 � 2 .65 GRAN 2..3.....�_..4-........._ 1 . 7 ._. _ 29.9,2> �., _ -- _ 2 8� _.................. .._ 4, I XV x ��1 ` BIT. CONC. N�N� BIT. •dam �; N BIT. CONC. PATCH X "3 �.7 do647=7 '� W O Ncs •`�c4� n I 1 • # Q 570 S AL STREET o o CC 746 A, , •N 1 STORY 610 ARSENAL STREET _ X w T B o CONCRETE LCC / 19746 A, w 3 6 30.08 BLOCK LOT A `t f cs� EDGE of BIT. BIT CONC. 626 ARSENAL STREET Q / 2s 66 LCC 19746 A, LOTS C&D -1/` . xe"'-- x 29. 0 CHAMBER GP 2 7 i 5.5' 1. D x ® (N. V. P.) , 4,J �0- 6 CLF 298 R=29.26 GP X TOS=24. Q R=30.21 i�x Z x 30.50TC DROP INLET=27.5 c� 0.6 TAFFIC SIGNAL .91 BC (N. V.) P 3 CLF 2I y-y-y-y===;;x--Ly 930.25 ` 30.24 ' CONTROL BOX T �!O- 57f 1w 30.31 30.29 29.77 2 . 28.64 28.26 m _._ I _ 30 CONC. N8i 27 20"�V ® CONC. 28.12 R-28.1 BRICK EDGING 4._- 28,65 x x28.02I TT=23.6 EF.0. E R=27.53(F. 0. D.) E W.E ZR=28.67 BRICK E -12'D • 12'D 12'D EDGING 2855BC R=27.69 E 12 "G � 12„G s 12 D 1=15.2�•D 1=14.8 TR=10.6 ,, QT R=28.24 R=30.39 R=28.70 F UT I Z s /5's \� 5 „S S 15 "S 2 .25 ` 75 28 43 I R 28 Q7 ;0 03 STREET '" 10"w ''.- 10„W Lu D R=29.95 -J f-2 •D DR=27511=27.7 T T 8 D F.O.S. I 2 9 R=29.58 2 2 VGC 236 ,-''2 3 2 9 VGC 2. 6 R=27.92 27.82 I Q R=27.15 12'D 29.1 28.72 12 „D .82 D 1=22.4 N. V.P. 4-22-2014 ADDITIONAL DRAINAGE INFORMATION ADDED EXISTING CONDITIONS PLAN 570-626 ARSENAL STREET TERTO FIELD SURVEY AND MASS. 20 0 10 20 40 80 FELDMAN LAND SURVEYORS APRIL 11, 2014 112 SHAWMUT AVENUE PHONE: (617)357-9740 SCALE: 1 "--20' BOSTON, MASS. 02118 www.feldmonsurveyors.com ATE RESEARCH SMD FlELD CHIEF FS PROD MGR SMD APPROVED gC14SHEET NO. 1 OF 1 FEL�Mnn CALL MS CADD MS/GL FIELD CHECKED FS CRD FILE 14124 JOB NO. 14 i 24 L A N D S U R V E Y O R S FILENAME: S: \PROJECTS\ 14 )OOs\ 14124\DWG\ 14124-EC(2).dwg - VHB\PROJ\WAT- LID \12666.00\CAD\CONSULTANTS\INCOMING\OMNI LITE\OMNI ARSENAL HOTEL 12\OMNI ARSENAL HOTEL 12 - Convenient, Interlocking Mounting Method Optional Photocell Receptacle Location 0.23" (584mm) t •. 4.0" 2L4" {lo2MM (543rnrn) I 1zd« (441t„rn) 4,6 L . (118mrn) (98mm) A 4.Q" 13.51 Y (1C.�21't1t'IM) (3 4m (215mm) T 31.5" (799mrn) 123.0"4 (584mm) Cree Edqe Round Area Luminaries Cree Edqe Round Area Luminaries Symbol Qty Label Description Arrangement Mounting Height Arm Lum. Lumens LLF 5 AA2pb ARE-EDG-2MP-12-E-27-350-57K (350mA) SINGLE 20 1.5 11600 0.900 4 AA3pb ARE-EDG-3MB-12-E-27-350-57K (350mA) SINGLE 20 1.5 9212 0.900 2 AA4bc ARE-EDG-4MB-12-E-27-350-57K (350mA) SINGLE 20 1.5 9894 0.900 2 AR ARE-ED-5S-04-E-12-525-40K (525mA) SINGLE 14 0 6995 0.900 5 S SEC-EDG-4M-06-E-12-700-40K (700mA) (�) SINGLE 16 0 10842 0.900 O TBD L6 L6-45351+L600HW-CLi21 SINGLE 16 0 3940 0.900 Notes: 1. Wall pack style to be selected with final building architecture. 2. Lights to be mounted underneath building overhang are for illustrative purposes only. Final fixture type, color, spaces, and quantity to be determined. in ■ BOYLSTON PROPERTIES 800 Boylston Street, Suite 1390 Boston, Massachusetts 02199 617.262.4646 •FAX 617.262.1611 OMNI-LITE, INC. 263 WINN STREET BURLINGTON, MA. 01803 PH # 781-272-2300, FAX # 781-272-0759 www.omnilight.com Project Title Arsenal Street Hotel 570 Arsenal Street Watertown, Massachusetts Issued for Local Approvals Not Approved for Construction Drawing Title Site Lighting Plan Drawing Number SL-1 Sheet of 1 1 Project Number 12666.00 OMNI ARSENAL HOTEL 12 - VHB.DWG