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HomeMy Public PortalAbout2014-10-14 Planning Board Submission drawings_201410310843090546 1::;t 1EE i! L (:) IP, 1%11 1EE 114 Mr CRESSET GROVE LLC CLIENT: CRESSET DEVELOPMENT, LLC 120 Water Street ABBREVIATIONS LIST PLANNING SUBMISSION - DRAWING INDEX Boston, MA 02111 ABV ABOVE ETR EXISTING TO REMAIN MAS MASONRY SF SQAURE FEET (617) 624-9100 ACOUST ACOUSTIC ETS EXPOSED TO STRUCTURE MATL MATERIAL SG SHEET GOODS SHEET ACPS ALUMINUM COMPOSIT PANEL SYSTEM EWC ELECTRIC WATER COOLER MAX MAXIMUM SIM SIMILAR NUMBER DRAWING TITLE ACT ACOUSTIC CEILING TILE EXIST EXISTING MB MARKER BOARD SPEC SPECIFICATION(S) ADJ ADJUSTABLE EXP EXPANSION MDO MEDIUM DENSITY OVERLAY BOARD SQ SQUARE 00 GENERAL MDS / MILLER DYER SPEARS AFF ABOVE FINISHED FLOOR EXT EXTERIOR MECH MECHANICAL SS STAINLESS STEEL A0. COVER SHEET-PLANNING SUBMSSION ARCHITECT: 99 Chauncy Street ALT ALTERNATE FACT FACTORY MEMB MEMBRANE SSF SOLID SURFACING TP-1 TOPOGRAPHIC PLAN Boston, MA 02111 ALUM ALUMINUM FC FIXTURE CONTRACTOR MIN MINIMUM ST STONE TILE AP ACCESS PANEL FCU FAN COIL UNIT MISC MISCELLANEOUS STC SOUND TRANSMITTION COEFFICIENT (617) 338-5350 BB BULLETIN BOARD FD FLOOR DRAIN MO MASONRY OPENING STD STANDARD 01 CIVIL DRAWINGS BLDG BUILDING FE FIRE EXTINGUISHER MR MOISTURE RESISTANT STL STEEL C-1 SITE LAYOUT PLAN BLKG BLOCKING FEC FIRE EXTINGUISHER CABINET MT MARBLE THRESHOLD STRUC STRUCTURAL C-1A SITE LAYOUT PLAN -ALT. ENTRANCE BM BEAM FF FINISHED FLOOR MTD MOUNTED(N) SUSP SUSPENDED C-2 GRADING & UTILITY PLAN BO BOTTOM OF FHC FIRE HOSE CABINET MTL METAL SV SHEET VINYL FLOORING SOUZA, TRUE & PARTNERS, INC. BR BACKER ROD FIN FINISH(ED) NAT NATURAL FINISH TB TACKBOARD C-3 CONSTRUCTION DETAILS I STRUCTURAL 265 Winter Street, Third Floor BTWN BETWEEN FLR FLOOR NF NATURAL FINISH TBR TO BE REMOVED C-4 CONSTRUCTION DETAILS II ENGINEER Waltham, MA 02451 CFCI CONTRACTOR FURNISHED FND FOUNDATION NIC NOT IN CONTRACT TD TRENCH DRAIN C-5 CONSTRUCTION DETAILS III ' CONTRACTOR INSTALLED FO FACE OF NO NUMBER TEL TELEPHONE (617) 926-6100 CFMF COLD FORMED METAL FRAMING FOC FACE OF CONCRETE NOM NOMINAL TEMP TEMPERED, TEMPERATURE CG CORNER GUARD FOM FACE OF MASONRY NTS NOT TO SCALE TERR TARRAZZO 02 LANDSCAPE DRAWINGS CIP CAST IN PLACE FIRM FIRE TREATED OC ON CENTER THERSH THRESHOLD L-1 MATERIAL AND LAYOUT PLAN CJ CONTROL JOINT FRP FIBER REINFORCED OD OUTSIDE DIAMETER THK THICK L-2 PLANTING PLAN AKF GROUP, LLC. CLG CEILING PLASTIC COATED PANELS OFCI OWNER FURNISH CONTRACTOR INSTALL TO TOP OF L-3 DETAILS MEP ENGINEER■ CLR CLEAR FS FOOD SERVICE OH OPPOSITE HAND TOC TOP OF CONCRETE 41 Farnsworth Street, 3rd Floor CMT CERAMIC MOSAIC TILE FT FIRE TREATED OPNG OPENING TOS TOP OF STEEL L-4 LIGHTING PLAN Boston, MA 02210 CMU CONCRETE MASONRY UNIT FV FRAME OPP OPPOSITE TV TELEVISION 617 -535-8229 COL COLUMN GA GAGE, GAUGE PERF PERFORATED TYP TYPICAL 03 ARCHITECTURAL DRAWINGS ( ) CONC CONCRETE GALV GALVANIZED PF PANEL FABRIC U/S UNDERSIDE A1.01 FIRST FLOOR PLAN CONST CONSTRUCTION GB GRAB BAR PLAM PLASTIC LAMINATE UC UNDERCUT A3.05 BUILDING SECTION 2 CONT CONTINUOUS GWB GYPSUM WALLBOARD PLAS PLASTER UNO UNLESS NOTED OTHERWISE COORD COORDINATE GWT GLAZED WALL TILE PLYWD PLYWOOD V VENT/VENTILATION A3.06 BUILDING SECTIONS AT GARAGE CIVIL ENGINEER: MCKENZIE ENGINEERING GROUP, INC CPT CARPET HB HOSE BIBB POLYISO POLYISO CYANURATE VB VAPOR BARRIER, VINYL BASE Grand total: 15 ASSInI I Office Park CR CARD READ(ER) HC HOLLOW CORE PR PAIR VCT VINYL COMPOSITE TILE pp CS CERAMIC TILE HCP HANDYCAPPED PT PRESSURE TREATED, PAINT VERT VERTICAL 150 Longwater Drive, Suite 101 CT COURSE(S) HDW HARDWARE PTD PAINTED VIF VERIFY IN FIELD Norwell, MA 02061 CTR CENTER HM HOLLOW METAL QT QUARRYTILE VNL VINYL 781 792-3900 CWS CURTAIN WALL SYSTEM HO HOLD OPEN (EG. DOOR) R RADIUS VP VISION PANEL ( ) DEMO DEMOLISH HORIZ HORIZONTAL RA RUBBERIZED ASPHALT VWP VINYL WALL COVERING DF DRINKING FOUNTAIN HP HIGH POINT RBR RUBBER W/I WITHIN DIA DIAMETER HT HEIGHT RD ROOF DRAIN W/o WITHOUT TEC, INC DIM DIMENSION HWH HOT WATER HEATER REC RECESSED W/ WITH TRAFFIC 65 Glenn Street DISP DISPENSER ID INSIDE DIAMETER REINF REINFORCED WC WATER CLOSET ENGINEER Lawrence, MA 01843 ■DN DOWN INSUL INSULATE(D) (ION) RELOC RELOCATE(D) WD WOOD DR DOOR INT INTERIOR REQ REQUIRED WH WALL HUNG (978) 794-1792 DWGS DRAWING(S) JAN JANITOR'S CLOSET REV REVIS(ED) (ION) WP WATER PROOF, WORKING POINT (E) EXISTING JT JOINT RGWB RESILIENT GWB CONSTRUCTION WR WATER RESISTANT EA EACH KEC KITCHEN EQUIPMENT CONTRACTOR RH RIGHT HAND WSCT WAINSCOT EIFS EXT. INSUL. FIN SYST. LAM LAMINATE(D) RM ROOM WT WEIGHT LANDSCAPE KYLE ZICK LANDSCAPE ARCHITECTURE, INC EJ EXPANSION JOINT LAV LAVATORY RO ROUGH OPENING WWF WELDED WIRE FABRIC ELEC ELECTRICAL LCC LEAD COATED COPPER RWL RAIN WATER LEADER XR X-RAY VIEWER 36 Bromfield Street, Suite 202 ELEV ELEVATION LOC LOCATION S SEALANT EM ENTRY MAT LP LOW POINT SC SOLID CORE ARCHITECT■ Boston,(617 02108 EQ EQUAL LVR LOUVER SD STORM DRAIN ( ) 451-1018 617 ENVIRONMENTAL: CRB GEOLOGICAL & DRAFTING SYMBOLS LEGEND: MATERIAL FILL LEGEND: ENVIRONMENTAL SERVICES 386 West Main Street, Suite 3 Northborough, MA 01532 101 DOOR TAG CENTERLINE //� (508) 393-1700 INDICATION Aluminum Compressible Masonry Shingle Wood-Dim. WN WINDOW TAG Filler Concrete Block in Section GEOTECHNICAL SERCIVES, INC _ COLUMN GRID - - - - -_ G EOTECH N ICAL: 10 EQUIPMENT TAG AND BUBBLE O/ /��/� - - - - 55 North Stark Highway Weare, NH 03281 Batt Insulation Earth Particle Board Site Grass Wood 00 (603) 529-7766 WALL TAG 0'-0"AFF SPOT ELEVATION d ROOM NAME 1 = REFER TO THIS DRAWING ROOM NUMBER ID ON SHEET INDICATED f Concrete Gypsum Wall/ Plastic Steel Wood 01 CODE RW SULLIVAN CODE GROUP ROOM TAG ELEVATION SYMBOL Plaster The Schrafft Center, 529 Main St Suite 203 ROOM AREA 4 A1.1 2 INTERIOR&EXTERIOR /// Boston, MA 021 CONSULTANT. (617) 523-8227 SECTION NUMBER 3 - _- Concrete Gravel/Crushed Plywood Stone Wood 02 1i SECTION Dense Stone DETAIL NUMBER A101 SIM SYMBOL 1 SHEET ON WHICH A 001 DETAIL SYMBOL ■ ' i i SECTION IS DRAWN SURVEY. BEALS AND THOMAS INC SIM SHEET ON WHICH Concrete Light Insulation Sand Window Wood 03 Reservoir Corporate Center, 144 Turnpike Road DETAIL IS DRAWN Rigid Screen LG Southborough,h MA 01772 SYMBOL TAIL DRAWING TITLE (508) 366-0560 I DIRECTON OF TAIL INDICATES VIEWING _ �111A \ DIRECTON OF SECTION OR DETAIL Concrete Masonry Brick Shim in Window Existing Medium Section Screen SM Construction r#l ri. 1 R T -r•• I rr or �S' F s A . s CRESSET GROVE LLC 65 GROVE STREET WATERTOWN, MA PLANNING SUBMISSION DATE ISSUECOctober 14, 2014 MDS JOB NUMBER: 1427-000 ©Copyright Miller Dyer Spears, Inc. C:\Revit Projects\1427-65 Grove Street_Central_mclark.rvt 10/14/2014 11:23:03 AM PREPARED FOR: CRESSET GROVE LLC 120 WATER STREET, 5th F1. LEGEN D 518 HP 41.4' BOSTON, MA 02109 (El.=93.2 BUILDING C8) No. OF PARKING SPACES IN ROW BIT. CONIC. BITUMINOUS CONCRETE 0 (By Rec) BY RECORD �O�F 34.7 S��J �� oF�ass c'p� H.P. 26.9' GP P O v� �. (El=78.5 CONIC. CONCRETEO� Looso�� 51.6 CS CONCRETE STAIRS G� Pe �4 \\ \ �' ��� N D DOOR RECORD OWNER: �� 6 op I 4 oo oy� NO EOP EDGE OF PAVEMENT gJ 0� 1 ` 8 0 LD LOADING DOCK HP o I I H.P 19.3' 52.7 ( ) � El.=72.0' :S METAL STAIRS 33.10' �` \ V. ^ Q TONICS SB STONE BOUND 34.65 4 �i s' O DH DRILL HOLE ��00 �� o � m <f> °�� �A� INCORPORATED FF ELEV= FIRST FLOOR ELEVATION 5 `" tip, O `�' o P � R= RIM ELEVATION H.P. xy�1 P� s '��� \� s�o /= INVERT ELEVATION � c s o•� yz s� PARCEL BOOK/PAGE o SMH NF 26.7' \ sss, l FF I & II 10862/203 SEWER MANHOLE, NOT FOUND �o GRVL. GRAVEL 34.15 x 32.5 GF.J�� CONCRETE 3 o�� y1�' �S'�. \� G . 34.67 x SPOT ELEVATION 34 MINOR CONTOUR } \ X1 6�O F-9 �� 0 � < MAJOR CONTOUR / x� �9 �S'�. Aj - ,- s%�1�. �3;� a' (T) NPV NO PIPES VISIBLE F P \ o ���F� 9' ti� �� �y y-A� 9��� 9�p G ��� 5 O o -9 LOCUS MAP s �sMH SEWER LINE/MANHOLE x 33.0 6 G�����P P ��� J S��?)9 s �o ss �l� ���� NOT TO SCALE DMH 34.8 6)"✓qP Q� \� G 2 D a DRAIN LINE/MANHOLE x V c6 c6 Q) O ❑ CATCH BASIN H.P. �O 4)I/1 3 ��,x� \G� �1 �c c o-p DCB d' �0 SO m DOUBLE CATCH BASIN 151' s / OJ1 N/ GG GAS LINE/GATE 34.60 WG �� o0 0� \�Q�� qo AFL 'T- V 9 w - WATER LINE/GATE 33.0 000 � - ��\�J� o�so �`s� _ �� .A �^ 7i], -9�6� �/� ss ��, N �HYD HYDRANT G 'S�-7�c� -As,Tc�o �.� ,I,p� 'A� G',pso s x �, c, x s -�`�4' v �9 0PI V POST INDICATOR VALVE 35.7 0� 0� °�0 xs�s goo s� C'j�� �� Mw �� G g �✓ 'spy �� d'�� ,�� 9� o �,� 'V" �� s \�tF' o� /�• MONITORING WELL �� `� Q� 4.5 `r�os, s 'e O '�99�� % F <s, Q L s ti Lc� � 0, P� `• OG. x mod, o �FG .n� l �, �� O s�C,`5'/ L 'f'F`��4 `s�� Ni., 52.8 H.P. 19.1' ❑T ELECTRIC TRANSFORMER �� �Io� s� o �.s� G�loti� Q Q .� �' (El. 71.9) v 0�,�0 �.mac, �• - �ti• m �A_ � l s � Q OHW OVERHEAD WIRE Q H.P. 34.63 P�F �� 34.31 Gas c ss l 8 j 50.76 x£LP LIGHT POLE '`� W 22.5' 3 .18 ��,� �� G� , _ v -G 6` o `';zt L T C9 Z �� yG GP \ R=34.Ul �P �P O BUILDING LIGHT 3 3 0x ���' 34.1226 1 J' 7.5 G o 2 x FL FLOOD LIGHT m Q POD �0� �� �0 4.57 !1� O\\ ,y/1D \�-) \ '� A 50.4 UP v �0 34.7 y '`�C,\\\i vc, CB-2  34.40 GO \ G C' UTILITY POLE P\V x Dc ^j0 Gv�, aV / °= R=33.99 Q p I �\ \ �, \Q �\ F 0 v 1=31.54(6) C' � P Q I �� GW � x� ��. � �� tiG � - � 1 � o � � H.P. 25.9' T -0--� GUY WIRE x � ,11 ��, �J ti` 3-.� / 1=31.49(1`2) �j .li� x 34. 3 I �'c� - ��' �5 `� 6 EI -76.3) x 9c� // TOP BEL •l�'(�, \ I ( Os o--os SIGN 34.6 GF ��. JQe 5��1 s�s6, 1x34.15 ��A I I �����' ` -v�;-vo QP 4116 �����1 POST -p Qo�� tiG.��, � �, �' /` 1 \ GP B x327 9oF Q 5 1 5 ) 0 52.4 cLF BOLLARD POST o�o xs�o�s oG�s 5J eon e' e�,_ 2O ° x 34 64 0 1 o \6 9 \ �GV H.P. 23 9' .t x x- CHAIN LINK FENCE 34 _ o e 34.2 c�� I 6 `r\��� J��O� (El=76.3) x �� ��� �FG c yoF y Q P v^� I I > 43.1 x �� �P� �9 � \ F �� - 34. 9 6.44 \ \ � P ' �� G � • 5/ \G \ � 40.30 of __ x x 32.3 34.42 1 `�8 yG i \ o e yy 00 34.0 ��1 j �� \Gl �\ �, \� - - 4.32 x 34.30 0� F, -\ �/ , 9�F N 0 I a� � v 34- x 35.68Q' mloo 00 Or\G �G• CB- © x \I J V 32.9 OQ F` 'r '�c� G 0 Qv, `� 3 .76 35 04 I \ x e 8 �F QG. ,� �9� ��� ry G �ti 4 36.98 �� 34.X x 2 0 `fir' �� �V \�. co9,L� l p �C�� 29.71(0 /G // OQ' j� 5 6 G� 9 cy ��� sTq's'�� F� �o qp _ ���� �34.15 34.1 9 ,� ro 4 G I ��. P ZQ J� 090�o P� O�G� ��' 0� • Q / 36.01 O '�oF,� G�c���P ��1h G e / �° Q 2 7/28/2014 ADDITIONAL TOPO N. p�� e �G // ® \ �• 1 7/10/2014 ADDITIONAL TOPO x �.92 0 6/30/2014 FIRST ISSUE x 328 bo /� 33.76 P1 0 �` P p� 14 � / - ISSUE DATE DESCRIPTION 33.T 1CB-/ R=33.80 .f��y\_ o�' �tK' v 34.56 WATER 9 32.60 .ti � 34.02 JJ KCC JRA KCC� / Q) ^' x33.52 ,V 69 .87 -_� 34 \ /��/ _ _ / H.P. 30.1' FLD CALC DWN CHK'D � 38.1 G DMH-1 6 ,, `' �Q / ---- 37 - 37.88 G \ R=33.73 \ x3 C\ \ 1=28.88(12) CA �ry x 37.4 V 0 32�6" 3 O v2a 0 / // / / BENCHMARK: 4" IN V.(PLUGGED) // / SQUARE 7o INA ONC �ti of l9� C) X 6 �fF / 15y / / �--38-- P� qs �\ \ CB-5 �� x 328 x U \ x /^ry R=33.46 CB-4 df / / i� }� p� ti �� 34.19 ,[^ 34.53 FILLED W/SIL T R=33.31 �� / X / /� .38.5 T KENNETH GA I ^ z CONTE R+ x o� 0�� M ^ (NPV) I=29.20(IN) i/ / l ^ t u�a 35.5 P � v 1=30.82(OUT) G.Q �� l L0 No. 38033 -� x ^' l� TOP OF BELL S S T,QF CfF �O1 F / 08 �j9 8 ' V O s T 0 ��^,69. '`� F 39.24 • ^ OF�85` r^ lYp0RY 1 o O 49�� 39.09 � /efo Q, 4�Arg`l J. g� 4 q p Ge o �' �� \ \ l� tiP hED /• ��, °` ` 39.9 800�s NOTES: 140.1� ,S F l x 34 f�uQ v Q� O v \ � 3J S ' O) x40.8 0 2J 1) UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD X F �ti x 34.55 Q ,,, Q Cp v\-41- 1/ 61 Q T .40.9 PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE v 00/ (EiP68 a _ _ Jll .7 APPROXIMATE ONLY. BEFORE CONSTRUCTION CALL DIG SAFE voGO 1-888-344-7233. COPYRIGHT (C) BY BEALS AND THOMAS, INC. ALL RIGHTS RESERVED v' 36.0 J �l 11 12 l Q� Z�� x #32 V V F 2 FIELD SURVEY PERFORMED USING ZEISS ELTA TOTAL STATION 36.�G�035.6 ,/35 o Y� r'EP 34 s 0 4� �'/ � "� ) Go� x Ho >>2', `� N �` 4 s l �� �F INSTRUMENT IN JUNE 2014. x 35.�4 USE 36.6 / J�, i W O �-��� '� c �l 2 #3a o yP 3s.2• �^ ^ V RE D�Af� � \ 3) ZONING CLASSIFICATION-TWO FAMILY & INDUSTRIAL-2 TOPOGRAPHIC PLAN GgTE ® \ 2,//2 40 00 �' (E/._))2, (� � \ SM 35.38 V o ¢2�4¢ J 8 4 �h 4) PARKING SUMMARY. 190 STRIPED SPACES t7=34.94 0 R=341 '`/oUSE 65 GROVE STREET 35.04/=26.38 I=30.54 3 ®7 I oM �O y OOD l n� �� H 3 35 �., 41 x 35.26 c�'9s °Use � ' '.`+ C� U- �,� fEi, 2j 5) THE FIRST AND SECOND PARCEL DEPICTED ON THIS SURVEY IS THE OM S j¢�b 5 ' S oG �' / s/ B�2J SAME AS PARCEL I AND PARCEL II, AS SHOWN ON PLAN WATERTOWN, MA C V 0�" x35.09 „ /N #s2-s4 / RECORDED AT THE MIDDLESEX COUNTY REGISTRY OF DEEDS AS R 284s8 R=34.69 8 ��AW o coNc �Q ? ^ / 2�� MIDDLESEX COUNTY sr /2 PLAN #150 OF 2008. WA TER 929.49 11'G RE-7 Bf OCK Coi 4.90 35.00 a/r co P ¢ 35.3 s y�gff 6) THE TWO PARCELS SHOWN AS FIRST PARCEL AND SECOND PARCEL PREPARED BY: B Nc. / / 'b, ARE CONTIGUOUS AND CONTAIN NO STRIPS, GAPS OR GORES. fd�y ( - BEALS + THOMAS 5 Co /yG O IyG B/T. C'°NC. 35.27 NC. 3S1g� °�/lv 35.29 g ' I 7) THE PARCEL SHOWN IS LOCATED IN ZONE X (AREAS DETERMINED ■%' colc a I V' TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS Civil Engineers+ Landscape Architects+ O'y�/ s/�E�'AfK / b�'/ I SHOWN ON "FLOOD INSURANCE RATE MAP,MIDDLESEX COUNTY, Land Surveyors+ Planners+ %/�0 coNc ly S a �fqr z �'G 44. 45.41 / // I I� MASSACHUSETTS ALL JURISDICTIONS PANEL 557 OF 656" MAP Environmental Specialists o CB�D/rj/ v G4 �l NUMBER 25017CO557E, EFFECTIVE DATE JUNE 4, 2010.. ' B�/C �vly ��� � 1g2p T 40; �i� cB �My s 1`d 6 ��v, 58; 0� f BEALS AND THOMAS, INC. 56 ,, Il 8) PARCEL 1 AND PARCEL 2, ON PLAN RECORDED AT THE MIDDLESEX �4Y�UTJ 416.22 6 , oP I S /� �/�/ � �� /yG0 COUNTY REGISTRY OF DEEDS IS THE SAME AS THE FIRST AND Reservoir Corporate Center IV;7 4 .22 G 43.57 45.77� �/ �� SECOND PARCEL DESCRIBED IN COMMONWEALTH LAND TITLE 144 Turnpike Road 56 00»� 88 0 �1K I SMy I INSURANCE COMPANY CASE No. C21163, DATED MAY 6, 2014. Southborough, Massachusetts 01772-2104 cort�c 466 �P1 48.05� s\ I^ 9) ALL ELEVATIONS REFER TO NORTH AMERTICAN VERTICAL DATUM T 508.366.0560 I www.btiweb.com 7. `47.66 I LO Z 1988 (NAVD88) AND WERE ESTABLISHED BY GPS-OPUS METHODS. �'G 49 31 48.87 i O d' METERS DATE: JUNE 30, 2014 5 1 n 25 Cy0 15 30 60 90 SB�D/�/ O SCALE:1"=30' FEET (n B+T JOB N0. 1783.06 B+T PLAN NO. I �� 178306POOl B-001 SHEET No. 1 OF 1 M c LOCUS � /r'gAYFpRp �royogZ/AN ® CRESSET GROVE LLC ST 65 GROVE STREET WATERTOWN, MA LOCUS MAP SCALE.- NOT TO SCALE PREPARED BY: RAILROAD TRACKS McKenzie - - Engineering ---� PROP. TWO 8'X1O' CEM. I I FUTURE BIKE T CONC, BLOCKS S- CONC. DUMPSTER PADS I I PATH ACCESS GrO Ltp Inc■ WITH SCREENING FENCE. I I c �I PROFESSIONAL CIVIL ENGINEERING AND LAND SURVEYING \ Z Z PROP. WOOD N m m I SPLIT RAIL FENCE = 150 LONGWATER DRIVE PHONE:(781)792-3900 PRQP-LAWN-AND I I y -- -- - I d_ FACSIMILE: (781)792-0333 - NDSCA-P-E ARCH I I I O SUITE EL \ LOT B (SEE LANDSCAPING I I I PROP. RAIL MOUNTLD SWERVE LOT A NORWELL,MA ozoB1 FLANS-FnR nFTAIL)` BIKE RACKS (20 BIKE CAPACITY) t 6973/519 - I / NOOD 6973/511- �� - - -- - iii - L Rs - - PROP.A D LAWBIfI AND �FRIIP�L-07"ART-ARE - f1 - -. - ` STAIRS PARKING SETBACK -- -- -- t -- -- T, - AREA META ucc w � I I� \ (SE D GAPING DI ROP. 17 t GRASSED FIRE ACCESS LANE 9 I t \` \\\`a` \z \\\ .\\\\^ \ \\` �\\r .... `\` : j �� - PLAN DETAIL) (\ \Coy. .. ,� ���CC'W����T���L-1�C�C���� F>,\���•��CC�CG.w,\������c+.�����������w. \��.�����F+�����������w����w,���. .� �>� ����� ��•.�L`\'�"_� Ian R5-1 5 �y� I RID - aR -- - - z - -- -- L -\ I j SI;o _ 25 SIDE) YARD SETBACK _ AnaLkAs z Key Plan „\ PROF. 5 WIDErim R3-2J cD \ \ V,\ CONC. WALK PROP. BIT. CONC. \ © 2, ❑z c SIDEWALK WIDTH VARIES \ ( ) / \ \ I / PROP. GABION �I EXIST. 2 STORY \ \ Co l� � _� PROP. GABION\ L 10NE 6 I' E BRICK WAREHOUSE O '� \ WALL WALL co RES\DENS g�FFER PROP. LAWN AND 3 \ (TO BE RAZED) \ EXIST. 3 STORY BRICK BUILDING \ ti3 �SCPPE LANDSCAPE AREA v 'v \ „ (TO REMAIN) I C \ \ PN (SEE LANDSCAPING \ o PLANS FOR DETAIL) n N PROP. LIGHT WELL Z \ \� va a U (SEE ARCHITECTUAL DRAWINGS) I� PROP. 10 WIDE PERMEABLE \ PROP. LANDSCAPED 2 PROP. GREEN SCREEN (TYP.) n 1 \ BIOSWALE RAIN GARDEN / v (SEE LANDSCAPING PROP. 5.5 WIDE ; j I v' �i PAVER LANDING AND WALK / � u1 PLANS FOR DETAIL m\ CONC. SIDEWALK \ (SEE LANDSCAPING T 6 \ \ ) - d �\ PLANS FOR DETAIL) Z \ \\\\\\\\\\\\\`\\\\\\\\\\\\\\\\\\\\\\\. \\\\ \\\\\\' ?\\\ 20 {� \ GATE I C'DNC. CONC. ill j - - _ 118 I 1 I\ z\ 1-4DIRT I T DIRT1 DIRT0/0 �I + + r^ ,� j PROP. BENCH c' v )_� STOCKADE 6F NIGH WOODCE (TYP.) VG _ \ 0n � �\ / \ z o PROP. PARKING TRUCTURE z No Z N PROP. F-I n �- nc� GABION WALL I PROP. 5.5' WIDE \ � \ CONC. SIDEWALK 165 66 % s > PROP. LAWN AND < 701 PROP. 5.5 WIDE LANDSCAPE AREA j CONC. SIDEWALK (SEE LANDSCAPING N ANU LANDSCAPE 10 2A�' � 4 \ I PLANS FOR ETAIL) 15 \ A 0 (SEE LANDSCAPING % ✓ 4' 63 O0� I \ PLANS FOR DETAIL) 8 1 o ,e�h o• �ii -���i 24' 12' PROP. GREEN SCREEN (TYP.) R 1 (SEE LANDSCAPING P R PLANS FOR DETAIL) PROP. TERRACE AREA S IPILP. GABION R6-1L RSA \ 8.5 S' o %' WITH PERMEABLE PAVE PROP. 5.0' WIDE i /i:' /% _ N I CONC. SIDEWAL: %- GC -5 5 oa 2 I \ �� /, 2A o� VGC CONIC PROP. STEPS 1, ABBREVIATIONS AOK. CONC. ` c II I t AC AIR CONDITIONER - \ - - -- __ -- V - _- - 0 20 t 5. �d" \ BH BULKHEAD m �� _ _ o I RROP. GABION BOL BOLLARD Bj1 G.i� \ ` t -- l� ALL roN w F- O•- S E YARD SETBACK I CB CATCH BASIN � 0 9 R- 5' � N ��� , .� ......,,,.• .. . .. •.,-,..... ,..... - CCB CAPE COD BERM c, � __ _ CLF CHAIN LINK FENCE PR ` ABION h O' N CMP CORRUGATED METAL PIPE \ '° / R QCQ _ ' 16.3t architecture ALL 2B �, \ ^ R_ �,- S PARKING SETBACK 77 MDS planning CONC. CONCRETE cBU Mw !� °v 4 --�-�-� PROP. CONC. interior DMH DRAIN MANHOLE \ S r / // �ASPNgcT DRI�f11AY ce *- • DUMP. DOUBLER PROP. BIT. C,NC. c in 4q ✓ OO DMN 16.6 t TO BLDG.) RET. WALL 88 CHASPEARLINCY INC. DYCL DOUBLE YELLOW CENTERLINE 11 / ILLER DYER SPEARS INC. EET EL. ELEVATION SIDEWALK (WIDTH VARIES) o_ � , Alnw� ecc ) EDP EDGE OF PAVEMENT i,, / a _.__ DUMPsrfR a sPAcfs BO[ , ? sPAcfs :___--. -- \ B06177 338 350 t I EXIST. EXISTING R1-1 \ o /' ` \ \. 1 \ \ \ \\ cG Nt£R cSNN: o:I�PROP. LANDS MIE www.Mos•aos.coM GO GARAGE DOOR .`\\\\\�\ \\\\\\�� , \ ��\\\\\\\ \\ \ \\\ \ \ \ I IIIIII- G. ..... fwolf I�A6 � . PLANTER AR A GUY GUY WIRE \ \\ `P � � -- ADM 0 � � \ .\\\\`.\ L INVERT ELEVATION \ \ CB PROP. BITUMINOUS \\\ \ \\\\\ \\\�\� `� \�\ (SEE LANDSC PING LTE LIGHT \ \ p c9 DUnfPSTER EXIST. 1 STORY PVC POLYVINYL CHL RIDE \ METAL GARAGE a CONCRETE PAVEMENT TYP. ON CONC. PAD \ PLANS FOR IETAIL R= RIM ELEVATIONpRADIUS R5-1 �` PROP.�WN-ANO (TO BE RAZED MIv (TYP.) ` ) RD ROOF DRAIN �� LANDSCAPE AREA ' PROP. 5' HIGH PAINTED SMH SQEWERE FEETMANHOLE �_\ PLANS IDESEE TIAIL) \ �oN�R�E� PROP. LAWN AND ALUMINUM PICKET FENCE \ wR Project Status:PLANNING SUBMISSION SWPL SOLID WHITE PAINT LINE m \ �Fp LANDSCAPE AREA SWSL SOLID WHITE STOP LINE \ P ` (SEE LANDSCAPING \ z :. Project No: 1427-000 TMH TELEPHONE MANHOLE P ��� \ ; . PLANS FOR DETAIL) \ 5 UP UTILITY POLE \ q P PGES \ 77 \ VCC VERTICAL CONCRETE CURBING P Drawn By: DWK VCP VITRIFIED CLAY PIPE / , VGC VERTICAL GRANITE CURBING \ Checked By: BCM PROP. 6' HIGH WOOD � STOCKADE FENCE (TYP.) Issue Date: October 14, 2014 LEGEND Q DRAIN MANHOLE Issues ® OR ® CATCH BASIN No. Date Description SEWER MANHOLE Q TELE. MANHOLE �4 GAS SHUTOFF D4 GAS GATE VALVE y�Yo FIRE HYDRANT SIGN LEGEND WATER SHUTOFF " WATER GATE VALVE M. D. WIDTH HEIGHT SYMBOL D4 LEGEND SIGN •BOL BOLLARD o RD ROOFDRAIN UP UTILITY POLE R1 -1 30" Revisions `S 30" ID PAVEMENT MARKINGS LEGEND No. Date Description 0 LP LIGHT POLE ,L GUY GUY WIRE SL STOP LINE - 12" WHITE LINE vY LTE LIGHT (ON BUILDING) PARKING LINE - 4" WHITE LINE SECTION 5.04 TABLE OF DIMENSIONAL REGULATIONS 14.3 SPOT BUILDING ENTIONTRANCE ' , • SWLL SOLID WHITE LANE LANE - 4" WHITE LINE I INDUSTRIAL ZONE (1-2) II PARCEL ID NO. 1501 23 0 R5-1 30" 30" I REQUIRED EXISTING PROPOSED - SECTION 6.01 PARKING CALCULATION: MINIMUM LOT AREA N/A 149,186t S.F. (3.425 AC) NO CHANGE G GAS MAIN I MINIMUM LOT FRONTAGE 50 FT. 279.32 FT. NO CHANGE - oHE OVERHEAD ELECTRIC WIRES I COMPONENT I REQUIRED WATERTOWN ZONING ORD.) I REQUIRED I PROVIDED FRONT SETBACK 20 FT. 16.32 FT. NO CHANGE s SEWER MAIN R6-1 L 36" 12 ` ONE WAY, uGe UNDERGROUND ELECTRIC LINE SIDE SETBACK 25 FT. 16.st FT.(LT)/17.4t FT.(RT) Drawing Title RETAIL SALES/SERVICE 1 PER 110 GFA FOR GROUND FLOOR 16.6t Fi. (LT)/17.4t Fi. (RT) � I I 311 SPACES 349 SPACES 12.85 FT. STAIRWELL (RT) 50 EXISTING CONTOUR AND OFFICE 1 PER 400 GFA FOR 2ND AND ABOVE (ELEV. IN FEET) (521 C29 ARCHITECTURAL ACCESS BOARD) ACCESSIBLE SPACES REQUIRED = 8 (301-400 SPACES) I REAR SETBACK I 30 FT. I 58.64 Fi. I 36.7t Fr. Site Layout Plan * 0 SPACES IN PARKING STRUCTURE + 59 OUTSIDE SURFACE PARKING �I X CHAINLINK FENCE MAXIMUM BUILDING COVERAGE I 50% I 31.6% I 42.9% u STEEL GUARDRAIL R3-2 24" 24' 9 SPACE PROVIDED MAXIMUM IMPERVIOUS COVERAGE II 90% I 93.1% I 73.2% vi MAXIMUM BUILDING HEIGHT 50 FT. / 5 STORIES 39.2t FT. / 3 STORIES 39.2't / 3 STORIES N 35.7'f PARKING STRUCTURE �yjN OFMgSSAC > SIGN NOTES SECTION 6.07 BICYCLE PARKING NOTES: 02� yam F .t BRADLEY C e 1. PROVIDE 1 BICYCLE SPACE (7'x2') FOR EVERY 15 AUTOMOBILE PARKING SPACES (SECT. 6.07(a)(1) OF I MIN. LOT AREA/DW. UNIT II N/A II - I - g McKENZIE N� co SCALE: 1" = 30' $ ciwL 0 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES WATERTOWN ZONING ORDINANCE). MAXIMUM FLOOR AREA RATIO II 1.0* II 0.89 I 0.78 Ne CIVIL to 0 15 30 60 120 AND MASSACHUSETTS HIGHWAY DEPARTMENT 349 AUTOMOBILE PARKING SPACES/15 = 24 BICYCLE SPACES REQUIRED Ev" N MINIMUM OPEN SPACE 10% 6.9% 26.8% STANDARDS FOR THE LATEST SIGN SPECIFICATIONS, II I I yPeo c \�e� a- TEXT, DIMENSIONS, COLOR AND NOMENCLATURE. 2. BICYCLE SPACES TO BE PROVIDED INSIDE PROPOSED PARKING STRUCTURE. ► s AL r �f *NOTE: FAR CAN BE INCREASED TO 2.0 WITH SPECIAL PERMIT. Drawing Number w � C - 1 a a � N lY S2 U � a�Copyright Miller Dyer Spears Inc. FILE LOCATION: M: \2014 Projects\214-140\Design\CAD\Current\214-140 Site Plan.dwg CD ,6 V/ O ,� c�0 LOCUS 1150 CQ9AYFpRO 0 CRESSET GROVE LLC /rOrypgl�gN ST 65 GROVE STREET AOOO WATERTOWN, MA LOCUS MAP SCALE.- NOT TO SCALE PREPARED BY: RAILROAD TRACKS McKenzie M Engineering PROP. TWO 8'X10' CEM. I I FUTURE BIKE Group, Inc. CONC- BLOCKS C:) CONC. DUMPSTER PADS I I PATH ACCESS G . C z 7 WITH SCREENING FENCE I I C c PROFESSIONAL CIVIL ENGINEERING AND LAND SURVEYING -� 7v-\ m I PROP. WOOD N SPLIT RAIL FENCE ? ISO LONGWATERDRNE PHONE: (781)792-3900 _ PROP.-LAWN-ANC I I I - - n I ? SUITE 101 FACSIMILE: (781)792-0333 - - !_ANDSCAP_E-AREA I I I / NORWELL,MA 02061 PROP. 2-WAY R1- LOTS (SEE LANDSCAPING I I PROP. RAIL MOUN ILD SWERVE _� LOT , . � � I FLANS-FnR DETAIL)`--� BIKE RACKS (20 BIKE CAPACITY) \ \ F- 3 \ 697JI511 "i 12 i i F f WOOD 6973/511� - - �� o -- __ _ - -- -- -- - -- I o- � 11 ti h = _� - _ - METAL PARKING SETBACK PROP. L,� AND M W� \ o _ �_PROP?ALO" MNG=AREA fl _ LA NDSCAPd AREA VGC \ rJ -� OTC i _ - - - - / (SEE LAf�1DS'CAPING ROP. 17 t GRASSED FIRE ACCESS LANE--,,.., / t /-;�IIIII I I �\ -� PLANS :0 DETAI 5 SIDE YARD SETBACK cANN n��kA; > I Ke Plan 76, 2 PROP. 5' WIDE PROP. BIT. CONC. 26' \ \ / CONC. WALK /� c l SIDEWALK (WIDTH VARIES) PROP. GABION\ PROG tiONE 1'� BRCIKTWAREHOUSE �O \ I WALP. GABION WALL �� ES��E�S\P OFFER PROP. LAWN AND 36 \ (TO BE RAZED) a EXIST. 3 STORY BRICK BUILDING a G I \ g R E B (TO REMAIN) c I c �SCPP LANDSCAPE AREA \ \ PN (SEE LANDSCAPING \ o PLANS FOR DETAIL) On. �\\`\ PROP. LIGHT WELL = ` (SEE ARCHITECTUAL DRAWINGS) t I� PROP. 10 WIDE PERMEABLE \ PROP. LANDSCAPED rn PROP. GREEN SCREEN (TYP.) n PAVER LANDING AND WALK \ \ PROP. 5.5 WIDE \ BIOSWALE RAIN GARDEN al�v A \ (SEE LANDSCAPING �\ (SEE LANDSCAPING r a \ PLANS FOR DETAIL) m CONC. SIDEWALK �\ PLANS FOR DETAIL) GA TE CONC f CONC '� -�--�� _ II t / J Ro I DIRTI DIRT , ///. 1 i - J/ �., DIRT 'RT I N c / / PROP. BENCH o � PROP. 6' HIGH WOOD u, j// } VG , l i },y� o STOCKADE FENCE (TYP.) \\ \.\ \ 4 \ O PROP. PARKING TRUCTURE \ PROP. a Iz+ Lev �, GABION WALL ,\ IDJIM c m _ PROP. 5.5' WIDE _ \ CONC. SIDEWALK 6 !/ �°h \�� °I��\s. to \ I \ \ t I� C -PROP. LAWN QND < C PROP. 5.5' WIDE a a c p� � �, o � LANDSCAPE AREA % J; \ CONC. SIDEWALK n (SEE LANDSCAPING PROP. LAWN AND PLANS FOR DETAIL) 0' LANDSCAPE AREA 10 q' 15 q 6 (SEE LANDSCAPING a 2 o° %% I ^ PLANS FOR DETAIL) $ 1$ o �� _� o' �� 24 12 - < PROP. GREEN CREEN (TYP.) SEE LANDSCAPING !: / \ R--1 (PLANS FOR DETAIL) /i, Q�ry % �h P� _u R PROP. TERRACE AREA ` S /" I POP. GABION R6-1L - �' �' S' o _ ` WITH PERMEABLE PAVERS ALL / / II 8.5 PROP. 5.0' WIDE %..c;-. !. C =5' 5 0o 11 /, ! I CONC. SIDEWALK A G VGC (2) PROP. ABBREVIATIONS \ ,,5 ,//i 2 0� Iii, CONC. STEPS ) c : PALKCONC. / %- . p p \ AC AIR CONDITIONER u %o, _ - __�___ .._,___ �10 R5-1 OH BULKHEAD m = \ _ ` �_ I � Blr• •� /�, I � ROP. GABION CB CATCH BASIN T o �oN '� V 9 `p R=2 ' \ _ -- - - - -- �_ N 20't\ � '�Z ._ �5'\SIDE 1ARD'SETBACI(... . .•,.....,....•, I �y� WALL BOL BOLLARD , G L CCB CAPE COD BERM CLF CHAIN LINK FENCE PRO GABION %,• ` h 0 80' __ __ i architecture CMP CORRUGATED METAL PIPE u�_ -, t - -• - - - - --- _ - - - _R=5p' - - MDS planning WALL on R 8 PARKING SE113ACK16.3 t CONC. CONCRETE ( \ 26 / " Mw rof 11 interiors DMH DRAIN MANHOLE \tbj S ,� cep \ i / C 4 PROP. CONC. DUMP. DUMPSTER / ,4 ' '/a ASPHA T DRIVEW.AY CB 15.6 t TO PLANTER) Q� DYCL DOUBLE YELLOW CENTERLINE PROP. BIT. C N,C. �� ,n / %�\D DMH ® 16.6 t�To BLDG.) �6° RET. WALL MILLER DYER SPEARS INC. EL. ELEVATION SIDEWALK (WIDTH VARIE _ � % ^ply (� DUMPSTER 8 SPACES SPACES � /. / ® BCC 2 99 CHAUNCY STREET EOP EDGE OF PAVEMENT ' - 02111 EXIST. EXISTING R1-1 \ o / / �/ \ \ \ \ \ \ \ \ 617.38.0033 fax GO GARAGE DOOR BD[ 2 eos173,MA50tel O /��! g�G v � \ � - 617-339.0033 rex GUY GUY WIRE \ \ J \\\\\\\\` \\\\ , \ \ - E ELEVATION \ \ = D M R\\\\\\\\\\ \\\\' \\\\\\, \ \ \ roNCR pNt6R CS gN . �',, PROP. LANDSCAPE WWW.MDS-BOS.COM I- INVERT E EVATI N CJ° \\\\\ \\ \ ErE P REr r9Afi PLANTER AREA ce PROP. BITUMINOUSDUMPSTER (SEE LANDSCAPING LTE LIGHT \ \ cp - EXIST. 1 STORY a AD PVC POLYVINYL CHL RIDE o ON CONC. PAD \ \ METAL GARAGE CONCRETE PAVEMENT (TYP.) PLANS FOR DET41L) R= RIM ELEVATION 4RADIUS PROP. A NAND ^°w / R5-1 �- TO BE RAZED ® \� RD ROOF DRAIN �� � LAND PE AREA ( ) - o ., � PROP. 5 HIGH PAINTED CONC. - S.F. SQUARE FEET A (SEE L-NDSCAPING \, / �(E ALUMINUM PICKET FENCE REZ II Project Status:PLANNING SUBMISSION SMH SEWER MANHOLE p \ PLANS F_ R_ E DETAIL) pl^�R PROP. LAWN AND \ Iv t SWPL SOLID WHITE PAINT LINE z " \ LANDSCAPE AREA \,.w SWSL SOLID WHITE STOP LINE c PRE ` (SEE LANDSCAPING \ z. ' Project No: 1427-000 TMH TELEPHONE MANHOLEUP UTIL11Y / µVS \ PLANS FOR DETAIL) \ a VCC VERTICAL OCONCRETE CURBING \ % PSQ�P�� PP g SPPG�S y: DWK Drawn B VCP VITRIFIED CLAY PIPE VGC VERTICAL GRANITE CURBING Checked By: BCM PROP. 6' HIGH WOOD �- STOCKADE FENCE (TYP.) .'c��E Z Issue Date: October 14, 2014 LEGEND DRAIN MANHOLE Issues ® OR ® CATCH BASIN No. Date Description SO SEWER MANHOLE 0 TELE. MANHOLE GAS SHUTOFF D4 GAS GATE VALVE yCyc FIRE HYDRANT SIGN LEGEND WATER SHUTOFF M.U.T.C.D. WIDTH HEIGHT SYMBOL pwQ WATER GATE VALVE LEGEND SIGN Revisions • BOLLARD No. Date Description ' oRD ROOFDRAIN ro�uP UTILITY POLE R1-1 30" 30" D PAVEMENT MARKINGS LEGEND � LP LIGHT POLE -L GUY GUY WIRE SL STOP LINE - 12" WHITE LINE v LTE LIGHT (ON BUILDING) PARKING LINE - 4" WHITE LINE SECTION 5.04 TABLE OF DIMENSIONAL REGULATIONS = +24.3 SPOT ELEVATION SWLL SOLID WHITE LANE LANE - 4" WHITE LINE ► BUILDING ENTRANCE I INDUSTRIAL ZONE (1-2) I PARCEL ID NO. 1501 23 0 R5-1 30" 30" REQUIRED EXISTING PROPOSED SECTION 6.01 PARKING CALCULATION: MINIMUM LOT AREA N/A 149,186t S.F. (3.425 AC) NO CHANGE G GAS MAIN MINIMUM LOT FRONTAGE 50 FT. 279.32 FT. NO CHANGE , OHE OVERHEAD ELECTRIC WIRES I COMPONENT I REQUIRED (WATERTOWN ZONING ORD.) I REQUIRED I PROVIDED I FRONT SETBACK 20 FT. 16.32 FT. NO CHANGE S SEWER MAIN R6-1L 36" 12" ` .,ONE WAY, --- SIDE SETBACK 25 FT. 16.6t FT.(LT)/17.4t FT.(RT) Drawing Title UGE UNDERGROUND ELECTRIC LINE RETAIL SALES/SERVICE 1 PER 350 GFA FOR GROUND FLOOR � 311 SPACES 349 SPACES 12.85 FT. STAIRWELL (RT) 16.6t FT. (LT)/17.4t Fr. (RT) 50 EXISTING CONTOUR AND OFFICE 1 PER 400 GFA FOR 2ND AND ABOVE Site Layout Plan - (ELEV. IN FEET) I REAR SETBACK I 30 FT. 58.64 FT. 36.7t FT. y EI X CHAINLINK FENCE * 290 SPACES IN PARKING STRUCTURE + 59 OUTSIDE SURFACE PARKING - E STEEL GUARDRAIL R3-2 24" 24" (521 CMR: ARCHITECTURAL ACCESS BOARD) ACCESSIBLE SPACES REQUIRED = 8 (301-400 SPACES) I MAXIMUM BUILDING COVERAGE I 50% 31.6% 42.9% Alternative Driveway U U U U 9 SPACE PROVIDED U I MAXIMUM IMPERVIOUS COVERAGE I 90% 93.1% 73.2% Entrance wi (S MAXIMUM BUILDING HEIGHT 50 FT. / 5 STORIES 39.2t FT. / 3 STORIES 39.2't / 3 STORIES ✓•A��� 35.7't PARKING STRUCTURE ✓ OF MASS . SECTION 6.07 BICYCLE PARKING NOTES: ✓ �z� S SIGN NOTES MIN. LOT AREA DW. UNIT N A - - 'a 1. PROVIDE 1 BICYCLE SPACE (7'x2') FOR EVERY 15 AUTOMOBILE PARKING SPACES (SECT. 6.07(a)(1) OF I / I / o BRADLEY C m SCALE: 1" = 30' Mr ENZIE a F n 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES WATERTOWN ZONING ORDINANCE). I MAXIMUM FLOOR AREA RATIO 1.0* 0.89 0.78 o CIVIL " 0 15 30 60 120 AND MASSACHUSETTS HIGHWAY DEPARTMENT 349 AUTOMOBILE PARKING SPACES/15 = 24 BICYCLE SPACES REQUIRED No 36917Q STANDARDS FOR THE LATEST SIGN SPECIFICATIONS, I MINIMUM OPEN SPACE 10% 6.9% 26.8% a L C\Ia TEXT, DIMENSIONS, COLOR AND NOMENCLATURE. 2. BICYCLE SPACES TO BE PROVIDED INSIDE PROPOSED PARKING STRUCTURE. N v *NOTE: FAR CAN BE INCREASED TO 2.0 WITH SPECIAL PERMIT. '►;SS A�� Drawing Number m 'o a_ a A N Woo U � c:)Copyright Miller Dyer Spears Inc. FILE LOCATION. 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CISTERN w +� PIA TER MN a o �' PIPE (I=28.68) �' (5=0.008 s' CLF + s' CLF r ' 34.2 s' CL 43.5 wu EOPI �� ) Iv/F >c r_ /Ly - - oP14 7-- * ia+ ' (SIZE IRRIGATION' BETIDETERMINED)74-7 A +J4 x EOM ;� - X ;r I * LOTH s' CLF� x CRUSHED X I "o lv O O\p p///J to ^�' n c 180 LONGWATER DRIVE PHONE; (781)792-3900 •O N� + �b/ ?� 34.30 34.30 t, n - I STONE/ 379 ,\ / SUITE 101 FACSIMILE: (781)792-0333 + .waOI�Y�OF CAMBl�IUI;� J x w , „ , '� �GR t2. , \ / / J ,"� �u OH \y.� NORWELL,MA 02061 '\\ N o 6973j5�� N --) o I I N37°37 30 E-• ,� 06. 42 B l T C O N C. 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STORY BRla4. + m mZ�� POSTS + + LuENnLAnDN w�a I\� z! \ ) I o ' v'. 1 - \ •la + (., UNIT 'af I ^� ,p \W �,�c L _�LMPS k �'tl WAREHOUSE \ + i v�oc � 7 0�0 � o � o I� ° 5 6 �71 . o y PROe. GABION o ©N �• w� sr \ 2 i• \/ a 2 \ c, C = II + c a a \ oo ? WALL PROP. GABION o fl � O \ _ 6DAR PRECAST ��..�. �wo o -�� BLDG. FP. AREA 8,2 )z S F. \ � � II y � w - z x F CATCH BASIN anti \ \ p n� 3 STORY BRICK PROP. DOWNSTREAIv n1 \ �' WALL w C� CL o > , - - __ o° \OD H. T-24 0' a 1" � C) ' ` .� CB-3 / /rvT STRIPE z \-• ti °p Z w DEFEN ER UNIT `� PROP. 10 WIDE PERMEABLE \ \• \ N c„ rn BUILDING 4 -o '� a n "to R=33.50 �� ` �_ o �op FF. ELEV.= El =SB. 4 + �o o n DSD-� c� PAV�f2 LANDj, G AND WALK / \ w R=36.90 --I � � BRICK ELE. , \ �/ Ln u o\\ 1=29.67 �� \ �1 �+ ono RANE3B.33 0 ( \ \ +26.33 a I IN -32.45 0 ^� _ \ / \ y v t W !� '� t, \ °+ )- 2 SHAFT 51.36 \ tL `n r O ti N I�OUT)=33.45 t d� z t 0 G' /F n I_ ` \ h o�\SMOKE o z o \ l: rn LOWER m �I a , moo ,,, ooc� C wo PROP. 2 LF„12" HDPE" �\ o zz n z\ SUPPORT L'ROP. �EfJCH\\sracK na �n o �J "u � B 1 T. +o 6JDRAIN (S=O.01) � . \. _ o z H.P. �5 2 PROP. 25_LF 12' HDPE I�+ \ I O= a w u o� _ / 5', MISc. FF. ELEI•.- a an n\ \ s m • P 5/ o o \ \ \ DRAIN (S=0.02 PROP,, 32 LF 12' HOPE (El. =95. 3� v 17 A� o \ GATE 1-34.75 -A( Z 1 \ (EL -79 J� y a a v 20• DRAIN 5=0.02 � � p3 P � I � 00 � r \ •\ \\�\\ \' .\\\\ '•5S\\\\\`\\\\�.�, \\ \\\a�1. \�\\\r�\\o..\\\v\\\\\ ... .. �\\\�o .�\\..\ �\�\• , ,- o m -:- - ., - Cu l CONC. f Ll CONC.. y�/ `� - -•,• yr -w 4 8. / �} �. t r >u PROP. GABION n o0 oN a. '36hp6 � I �� ',' x 4,: _ I '� V �^�/ i //Y m - WALL I� \ r DJME.' c MATCH EXIST. z c o A t'st> DIRT Rr I DIPTII-34.3DiRr . T., , y 3ti,3�. . B-_ - \ . O R r E v �� --W SIDEWALK GRADE _ - , -"-•' ` // % j•i• .. r'., •'r� �~ �2, ORELOC7\�E EXIST. i�%/,/ 33 � O m �,a A ,?n5 c w • ° \P m m 6' ' -�� 10" CONC. HYDRANT, �7 p 'c> > > T w v' � W Y' l N� PROP 1] LF 1 HDPE omN , W N c P R. R C l/ c \\ ,mac / s o, Ct11p �y ' c N a n 0Lb r i `r �GO�1Ng4G I GARDEN /. c. � �. C RAIN (S=0.009) o� \ _ %" z, \, �' !CA N.�� /2' CON Fj o RAI TO"Cq CH AS1N i HYD .a D f b LZ a ; Vl \ N Z �__ o ROP. PRECAST �I 6 r% sr + \ ` - `� \/ ,T' (\' Z\ \, CATCH BASIN \ I F. y \ ONW G rn /\ w PRO P, _ r o �C �� ' CB-2 U \ o� �N PROP. N SCAPED m _ u6 P. R� ST /. W o `c R=36.75 � N Q)•\ 4 `\ ' Q a _ + o o CATCK B SIN L, \ C o c II S LE RAIIL ARDEN C 1 / +36.7 �� \ \ 1=33.09 �O - \ c� m a3fi 7� +37 c M \ ` SEE LANDSCAPIN "' �5� � � • 36. 5 o \ Z m� PLANS FOR DETAIL " C n R-- "-` \D \I b' „n\ ,; PROP. GABION old N f= ) �-' \ \1-3 9 \ J- \- /I �� 37.30+ WALL � _ �z r pia "-`:° t , a% •;�, \ \ CO•�/ ` ' " -" \ „ 1` \ C i .�J - r o w \ \ d • Cony , PROP. 4 LF 12 HQP��I �'Co Iz y, C J J -PROF.. UBSURFACE INFILTRATION P- L • DRAIN (5=0.02) C (� \ s - o co rn / \ I 2 0 I SYSTEM SEE DETAIL - u\ �:_ C : / \ rT , o c) PROP. PRECAST C N C. P A(R K I N G)� �I, J s - +,, !+ _ II r \' C DRAIN MANHOLE �$ o '� .f :"l��PROP. GABION o nF TR' \ h�, \\ DMH-2 y� o � I \ I� Yw :�� WALL �I C ppOP. 30 LF, ,t2" •IjDPFI R=38.00 I % 1J Rl 1i SNE DRAIN (S=0.02) Al - \\� - _J IN,DMH)=32.16 \ s g '� ,� `3 , Q W0p0 11 I r z I IN,FD)=35.00 PROP. PERVIOUSw y \ a 1 ��FJ �� a ., /' o O PROP. G ION �• h1 0 PROP�FIRST o=. g� ' \ I OUT)=32.06 1 STONE PAVERS � ' c, �> o DE ENSE UNIT �� o. 1 w,\ i ZV ��o '\ o c) s<-" ' \ •y '� PROP; 68 LF, 12" D E , ; �'Jf `!\ � �'�� " y WALL 0 1,-" rr �� +3 1 0 \ 80 / i�' - CONNECT RAIN G RDE \� FD-2 <DRAIN (5=0.005) \ � � / .;;2 - .�' o c R=40.00 - / \ \ \ \ \ \ s \ 3966 \ i, ,. 7. ii / �� / DRAIN TO CATCH�ASIN4"\ \ o 6 Ov OO"J, \ J N I=35.60 ` 1/� r�C 3 ,004 / / (2) PNOP. � in I o PROP. CO NC. STE�S �' o y ABBREVIATIONS \ / _ - - +38.5 / �1- STABILIZED o 0 0 -PROP. GABION o T' '\ ,� _ - f / r. c r / , ,�/c/ '�%, ^ • CONSTRUCTION 48=76 c o -- , / .'.'. \� \� - w�-' \ + \� - �' --� - / '- ENTRANCE �'"' , ,:'L�ii'.:p � I � T.O.W.=,50.60 Ip AC AIR CONDITIONER � `" n a " ONC. '/:fin" � � \\ ��-�\ \ 0 �`n �. \ - �- Io or r�� I I I �I / I wl / �,°^�. , ........ ......... 1 t ..,. ....�.\`�„•,!,..•• 1 -�- J B.O.W.=VARIES BH BULKHEAD o o I g \ 40:5 0 '• \ r' \\ /� \ � ^ / / � = Q BOL BOLLARD c> ,�-�"E� . ,,,�. I x)d� I cM / Q ;a•a _-+ i-i 3 - '� lD Q / ,• r . i \ I I \ s - b v m PAl T STRIP CB CATCH BASIN o- �- % , o cr a I I - I I. I / .. • /. 487D OJ \ ¢ \ - /5/ I I '-9s I - --- -y_ ? `_. .'> '= l LIMIT OF. PROP. PAVEMENT CCB CAPE COD BERM FA ,� �- \ , � o _ _ _ - - � I� // /\ " - �'�.k" -; :,r '.,.,_ CLF CHAIN LINK FENCE ti;, - \ y \ \ � = \ \ ' t - �. Iv- I I- -T-- 1 v 1 " _ MATCH EXIST. GRADE ,, � � A41;v � , / ,. 3-= F. 'k-, ( ) architecture w o \ - , �� y :� D om. -- BU ® s' C'L ice; j c ,.•j ?.,:. ` ?,``.'." ., r,: E 5 tannin CMP CORRUGATED METAL PIPE \�� 436 j ¢3 kC �Y ' y „ \\ o , `�y'a -� � / c� , 3- / *_, *---�- / I MDS P g �' - V ' Y \ ' � �' Lo / _ 322'/79 l l / 6' CIF / 7 N in CONC. CONCRETE PROP. GABION _ /i - t a \ ASPHALT D `VA w Ce / l j-� GRADE LANDING AREA DDMH UMP. DRAIN MARNHOLE WALL oo j ' 4.5 4 � �. \ ` i" I i l�' /H \ 4/, o / / / , G� 3'0 �i �'�� S,- F469 GROh S> , � d' / / / �o / / / � � TO DRAIN TO AREA DRAIN DYCL DOUBLE YELLOW CENTERLINE _ 4 �c� ?• r a ; �, F$"o A: cc U I cu st u_ � ncE�" BOLO " 2 SPA Es ---_-_- - +s ° I EL. ELEVATION �� �" / o / 9 A / G I, \\ . n MILLER DYER SPEARS INC. EDP EDGE OF PAVEMENT rn v CS o ¢ - \ z / / r° L y \ \ \ \ \ \ \\\ \\ \ c PROP. AREA DRAIN EXIST. EXISTING ; ' - { �� F PI m# h0 a ,� \\- \ \ \ \01 \ �, \ \ R=48. '5 88 CHAUNCY STREET _ '\ \ 908TON,MA 02111 617.338.6360 te1 \� �-: lP o. \�\\\\\\ `izR SIGN h1 •l c I 617-338-0033 fax Cp �' /(n y / 1 G - \\\\\\ \\\\ \ \ \ III II, CONCRETE 1 P J�,-IIVgNL�' n W W W.MDS-905.cOM GO GARAGE DOOR67 ,), q' EM •� IM1y �� ti \\\\\\\ \\\\\ .\:\\\ •.\' f\\\• \ GUY GUY WIRE oy i i / m gR 3 2G DNC. PAD to B,lILD/AEG Lbcdrid .q PROP. CONC. 1= INVERT ELEVATION / (jP 22/ i °6 o N/F oN CONC. PAD \ c \ \. , !o-�/ / o) �,,�, \� w ,�g rn .� � � -�- PROP. LANDSCAPE �\\' ,� , n RET. WALL LTE LIGHT lZc / / �� `� �N 5 '� �" . / N- TR. OF 69 ADAMS ST?,E „PRQP.,41 LF ,12 HOPE PLANTER AREA o s PVC POLYVINYL CHLQRIDE -4 --a> / o�� N o ' DRAIN 5-0.01 w CONC , I O ti R= RIM ELEVATION/RADIUS $ c� / �€; PROP. PRECAST 43539/269 ( - ) (SEE LANDSCAPING \. Rom• RD ROOF DRAIN ,T y DRAIN MANHOLE PROP. 162 LF 12' HOPE PLANS FOR DETAIL) \ WALL o S.F. SQUARE FEET o // �p1. i D' n DMH-1 DRAIN (5=0.005) PROP. FIRST .W ? S� Project Status: PLANNING SUBMISSION SMH SEWER MANHOLE B� ` `� ' > R=40.85 \� ' c / / P o o DEFENSE UNIT \ ' `p �-� o / tG .U • m •A PROP. 6 HOPE SWPL SOLID WHITE PAINT LINE V\\ cn U �� I IN)=32.60 FD-1 \ DRAIN PIPE SWSL SOLID WHITE STOP LINE _ �S PPR PPcEs �- m c ISOUT =32.50 s Project No: 1427-000 TMH TELEPHONE MANHOLE �P 5 ° a , ` )- R=3.50 o rr 5P 9 o I=33.50 \ \\ UP UTILITY POLE P - rN\ >>_ Drawn B DWK VCC VERTICAL CONCRETE CURBING �3 F . r� y' VCP VITRIFIED CLAY PIPE ,� \\�\'w� VGC VERTICAL GRANITE CURBING �'� \\ C= Checked By: BCM Issue Date: October 14, 2014 LEGEND DRAIN MANHOLE _ n�O \� Issues ® OR ® �• L�/ No. Dale Description CATCH BASIN Q SEWER MANHOLE S� 0 TELE. MANHOLE GAS SHUTOFF D4 GAS GATE VALVE FIRE HYDRANT GENERAL UTILITY NOTES: WATER SHUTOFF WATER GATE VALVE 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND 11. THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE TESTED IN ACCORDANCE WITH DEPARTMENT OF D4 STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE ENVIRONMENTAL PROTECTION REGULATIONS. A MINIMUM OF 2 SEPARATE WATER SAMPLES SHALL BE TESTED AT A SIGN POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT STATE CERTIFIED LABORATORY. •BOL BOLLARD OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD Revisions oRD ROOFDRAIN BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE 12. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN SANITARY SEWER SERVICES AND WATER Co>UP UTILITY POLE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY SERVICES. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER SERVICE THE No. Date Description 0 LP LIGHT POLE EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN ELEVATION OF THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SERVICE. JL GUY GUY WIRE SHALL BE TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO v+ LTE LIGHT (ON BUILDING) RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. 13. WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE +24.3 SPOT ELEVATION CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE ELEVATION OF THE 00. BUILDING ENTRANCE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS BENCHMARKS NECESSARY FOR THE WORK. SEPARATION OR CONSTRUCTED WITH MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE 3. THE CONTRACTOR SHALL COORDINATE ALL STREET WORK WITH THE MASS DEPARTMENT OF TRANSPORTATION FIELD AS FAR FROM THE SEWER AS POSSIBLE. WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS ENGINEER. STIPULATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE ENCASED IN CONCRETE FOR A MINIMUM G GAS MAIN DISTANCE OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS OHE OVERHEAD ELECTRIC WIRES \G SgFF 4. THE CONTRACTOR SHALL EXCAVATE THE TEST PITS PRIOR TO INSTALLING THE WATER MAIN AND SERVICES TO VERIFY ALONG THE PIPE. S SEWER MAIN THE SIZE, ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER AND �\ , ME - Ny ENGINEER WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. 14. THE LOCATIONS OF PROPOSED ELECTRIC, TELEPHONE AND COMMUNICATION (E.T.C.) SERVICES ARE APPROXIMATE. THE Drawing Title UGE UNDERGROUND ELECTRIC LINE PROJECT ELECTRICAL ENGINEER SHALL VERIFY THESE LOCATIONS PRIOR TO THE START OF CONSTRUCTION. 50 EXISTING CONTOUR �P T 5. THE CONTRACTOR SHALL EXCAVATE THE UTILITY TRENCHES IN THE LOCATIONS SHOWN ON THE PLAN PRIOR TO COORDINATE ALL E.T.C. WORK WITH THE APPROPRIATE UTILITY COMPANIES. EXISTING IN FEET) COMMENCING WORK TO VERIFY THE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL Grading & Utility Plan 0 PROVIDE THE OWNER AND ENGINEER WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. 15. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH WATERTOWN DEPARTMENT OF PUBLIC WORKS EI X CHAINLINK FENCE '� SPECIFICATIONS. U U U U STEEL GUARDRAIL 6. ALL WATER AND FIRE SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. c°il 16. IF, DURING THE CONSTRUCTION PROCESS, THE NEED FOR EXCAVATION DEWATERING ARISES, A DEWATERING FILTER PIT 1/ 0 7. THE DOMESTIC WATER SERVICE AND FIRE SERVICE SHALL BE CEMENT LINED DUCTILE IRON PIPE (C.L.D.I.) AND SHALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPROPRIATE STORMWATER MANAGEMENT AND ENGINEERING PRACTICES. b BE INSTALLED WITH APPROPRIATELY SIZED TAPPING SLEEVE, GATE VALVE AND BOX. m B. ALL WATER AND FIRE SERVICE APPURTENANCES, MATERIALS, METHODS OF INSTALLATION SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. �►�AA 0 SCALE: 1" = 30' �r 9. THE FIRE SERVICE AND DOMESTIC WATER SERVICE SHALL BE ADEQUATELY PROTECTED AGAINST BACKFLOW BACKFLOW ✓ tHOFd1gSS�1` 0 15 30 60 120 Gy j \0 ( ���' cy N �FR �88 344 12� PREVENTION) AT THE BUILDING. �° eRAOLEY < MCKENZIE in GROUND RANT DAMAGE Q�E 10. AFTER PRESSURE TESTING AND CHLORINATION IS COMPLETED, SAMPLES SHALL BE TAKEN FROM THE FIRE SERVICE VIL NoC13fi917 Drawing Number AND DOMESTIC WATER SERVICE AND SHALL BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. THE CONTRACTOR d IS REQUIRED TO NOTIFY THE WATERTOWN DEPARTMENT OF PUBLIC WORKS AT LEAST 24 HOURS PRIOR TO THE F GIST ` a � TESTING. /►�Fs \EN �� C n o (//% �► n v�� G N Copyright Miller Dyer Spears Inc. � c RES SE1 CRESSET GROVE LLC VERTICAL HYDRANT - MUELLER CENTURION LEFT OPEN WATERTOWN, MA 12 = 65 GROVE STREET GRANITE CURB 3'-6" PROPOSED BIT. SIGN TREATMENT VARIES CONC. PAVEMENT (MASS DOT SPEC. 460) (OR MUNICIPALITY REQUIREMENT) j O SLOPE VARIES TACK COAT oINSTALL CEMENT CONCRETE 3,000 PSI TYPE 1 PAINTED ° IF CURB IS PLACED WHITE XX °CSO i ` AFTER BINDER COURSE SYMBOL WHEELSTOP FINISHED GRADE \ \ \ \ 00 0° ` L PREPARED BY: 0 00 \\\ V\\\\\\\\\\\\\\\\\\\\ S°O. 0 ; ' ;• ° °0 0 0 00 O o o° aO —CAST IRON VALVE BOX Ht�� McKenzie d' \ °o°°O o ° °° o o°ro °° °°p° ° o AND COVER • • �; ° ° o� °o O ° g ° °o Engineering og p O ° o ° " o° °o °° O o o° O 0 ° 1 PAVEMENT MAX. NATIONAL STANDARD UNDISTURBED SIDE Group, Inc. '••.d• • .00 p 0 °o i-> > SLOPE 2% IN \ ACCESSIBILITY OF TRENCH WATER MAIN CONC. THRUST BLOCK 0 0° p O 0 0 ° I ALL DIRECTIONS. ° o O p o 8 o O° oo °°o ° ° O� SYMBOL PAINTED ON PROFESSIONAL CIVIL ENGINEERING AND LAND SURVEYING :. , 0 ° o C o g o ° °0 3' 8 _6„ PAVEMENT. (YELLOW p PIPE150 °"o C ° co O 00 8 0 % 1 r r/� r r� ° (8' MIN.) REFLECTIVE) SUITE OGWATER DRIVE FACSIMILE:1(T89)782 0333 0 °°0 ° ' 0 p ° ° d ° �� 4" PAINTED STRIPING 1'-6" �" a;o P• NORWELL,MA 02061 0 0 8 ° °° 8 ° / ��' 8 -0 FOR VAN v c^. '. ACCESSIBLE SPACES .a ... O.C. AT 45 FRONT OF 0 n c r \ i i\%• iR ��� COMPACTED RAMP. (YELLOW REFLECTIVE) �• v SUBGRADE " ACCESSIBLE PARKING STALL DETAIL 6" 6" 6" COMPACTED SCALE: N.T.S. / VALVE ANCHORING TEE (MIN.) GRAVEL BASE PAINTED HANDICAP SYMBOL DETAIL (MASS DOT SPEC. 405) PROVIDE 12" SQ. BY Key Plan NOTE: SCALE: N.T.S. �4" THICK CONC. BASE VERTICAL GRANITE CURB SHALL COMPLY WITH MASS DOT SPEC. 501 AND 580 AS APPLICABLE 1/2 C.Y. OF VERTICAL GRANITE CURB (VGC) 18' FIRE HYDRANT DETAIL CRUSHED STONE 6" r -0"--{ SCALE: N.T.S. I 2'-0" SCALE: N.T.S. ABOVE DRAIN TYP. c o k I En K c=i w� —PROP. 1/4" CRUSHED STONE 6" LOAM & SEED w V) I CO AGGREGATE FILLER PROP. CONTINUOUS F= ¢w CONC. EDGING : z zo 8. U TOP EL.=12.7 RAIN GARDEN PLANTINGS J 3 i - 9 S> `6° w o (SEE LANDSCAPE PLAN FOR PLANTING SPECIFICATIONS) ( o J !v �OTlC z IiE 4 WIDE PAINTED U I , 2" HARDWOOD MULCH LAYER I WHITE STRIPES PROP. CONCRETE PERMEABLE PAVERS. d :: •':' e TOP OF BERM + w w ¢ AQUA-BRIG AS MANUFACTUERED BY 11 13'-0" IDEAL PAVERS (OR EQUAL). INSTALL IN �rPROP. 2 - #5 REBARS J (MIN) w ACCORDANCE WITH MANUFACTURERS CONTINUOUS PAVEMENT J SPECIFICATIONS. o O O O O M1 O O a . :a' / OVERLAP JOINTS 18" N Of 11 PROP. 3/8" CRUSHED STONE 24'-0" 4" WIDE PAINTED D AGGREGATE BEDDING COURSE O O O O O O O • AREA DRAIN ..`,;� (MIN) , / WHITE STRIPES 2" THICK - PLACED LOOSE AND o 0 0 0 0 0 0 ° . ° I..:':.•' GRATE y 1 -0, COMPACTED WITH PAVERS IN PLACE TYP. A '-A I PAINTED TRAFFIC 70) 0 a PROP. CEMENT STANDARD SPACE ARROWS DETAIL CONCRETE 45' SPACE OO �•; (4,OOD PSI (MIN.) .•• o e n p _III TYPICAL STRIPING DETAILS ",:.': ::•'.. ' I —�1 SCALE: N.T.S. _- I I —lII —I ,. = II = -.. 1 111 — • _ ((—I 4 LB „U „ DUCTILE IRON GRATE PROP. 1 1/2" CRUSHED STONE /FTAGGREGATE BASE COURSE UNDISTURBED —1 II_ CHANNEL W/ CAST IRONFRAME 12' THICK - THOROUGHLY EARTH (GALVANIZED) — COMPACTED 11. 6„1 1/4" ` DIA. HDPE 2 PARTS SAND, 1 PART TOPSOIL o PIPE (TYP.) PROP. GEOTEXTILE FILTER FABRIC 2 PARTS COMPOST (SOIL SHOULD M o o COMPACTED SUBGRADE BE LOOSE) M =O 6" CLEAN WASHED I 6 NOTE: DETAILED DESIGN OF PERMEABLE PAVER CROSS-SECTION GRAVEL (1-1/2" TO 3" DIA.) o J® 1 SHALL BE PER MANUFACTURER SPECIFICATIONS. DESIGN O 4 5 ENGINEER SHALL REVIEW AND APPROVE SHOP DRAWINGS AND MDS architecture 3 1/2" DETAILS PRIOR TO PAVER INSTALLATION. planning interiors BIO-RETENTION AREA (RAIN GARDEN) POST SECTION N.T.S. PARKING PERMEABLE PAVER DETAIL MILLER DYERSPEAR REST SCALE: N.T.S. _+ 99 BOSTON, STREET SIDEWALK Bosr7 3,MA B2TH SIGN PLAN DUCTILE IRON GRATE SCALE: N.T.S. 617 sse nos3ra, OR FIN. „� 6" LOAM & SEED I 1� GRADE W/ CAST IRON FRAME I=� - --- - -- " -- - -- -- WWW.MDS-BOS.COM r NUT AND I I �/ 0 >V 4" CEMENT CONCRETE � / LOCK WASHER A A �(6" THICK IN VEHICULAR AREAS) CURB VARIES W.W. MESH CONCRETE " VAN 6" DIA. HDPE T Y d "` Project Status: PLANNING SUBMISSION 5/16 MACHINE � FINISH SCREW OR BOLT ACCESSIBLE PIPE (TYP.) 6" REVEAL 1.5% RADE __ (MAX.)( ) 1 2 Project No: 1427-000 FINISH 1.0% (MIN.) �p /ti ./�y��i/\�` \� J`'— 'Ilk FINISHED GROUND SURFACE PAVEMENT x //\ i\/ �\\/� �x 0 3 -� Drawn B DWK x �` VAN ACCESSIBLE O 7 y' 0 SPACES ONLY ` 000 O Uq�0U o POST OM UNTING PARTIAL LEVATION Checked By: BCM o oO o OUOO N.T.S. N.T.S. N.T.S. ^ \—/ W^'Ov. 0. 00 000 op 00 m 10" DRAIN BASIN Issue Date: October 14, 2014 0 0 �,p '., v v r Y y\`` � NYLOPLAST OR EQUAL � 6 ODo U II- ( ) 4 1 ADJUSTABLE VALVE BOX —EXPANSION CRUSHED STONE OR GRAVEL 0JOINT SIGN O SEALANT S � GN ELEVATION BACKFILL PLACED AND Ld 5 Issues �0\� COMPACTED SUBGRADEJ (WHEN COMPACTED IN 12" LIFTS 102 in 8.5 ft] I Q No. Date Descrlplion REQ D) g8 in [8.17 ft] I o I I AREA DRAIN DETAIL L.A� 8" COMPACTED GRAVEL— I SCALE: N.T.S. /SECTION 84 in [7.0 ft] / w> NOTES: 1/2„I. . Parts List _ 2 x2 x8 -0 SQUARE }• 7 _0 STEEL SIGN POST ITEM QTY. DESCRIPTION SIZE (in) 1 _ o GATE VALVE 1. PROVIDE EXPANSION JOINTS CONCRETE 1 1 I.D. CONCRETE MANHOLE 48 60 in [5.0 ft] I AT MIN. 30 FT. O.C. WITH PRE- SIDEWALK DISTRIBUTION VALVE 8'_6" 2 1 INLET CHUTE (W/ FLOATABLES TRAP) (INLET& OUTLET) MOULDED JOINT FILLER. 1/2" PREFORMED 3 1 OUTLET CHUTE 2. PROVIDE CONTROL EXPANSION JOINT ° — BLDG. FACE OR 2'MIN. I 4 1 INLET PIPE (BY OTHERS) 18 r: JOINTS AT 6' O.C. 5 MAX. 20 - Revisions FIXED OBJECT I 5 1 OUTLET PIPE (BY OTHERS) 18 No. Date Description 3. PROVIDE BROOM FINISH IN 6 1 HIGH FLOW BYPASS ° . 4 DIRECTION PERPENDICULAR BITUMINOUS BERM 7 1 FRAME AND COVER OR GRATE 30 271/4 in 12.27 ft] CONCRETE AGAINST TO CURB. JOINT DETAIL /— ( ) UNDISTURBED MATERIAL 4. CEMENT CONCRETE SHALL BE ���1��� \ ROADWAY SURFACE MANHOLE WALL AND SLAB THICKNESSES 4000 PSI-TYPE �� I ARE NOT TO SCALE. CONTACT HYDRO INTERNATIONAL FORA 0 in [0.00 ft] BOTTOM OF STRUCTURE ELEVATION PRIOR CONCRETE SIDEWALK DETAIL LANDSCAPED SURFACE TO SETTING FIRST DEFENSE MANHOLE. 4FT ( 1 .22m) DIAMETER SCALE: N.T.S. SIGN DETAIL CONTRACTOR TO CONFIRM RIM, PIPE SECTION A-A WATER GATE DETAIL INVERTS, PIPE DIA. AND PIPE ORIENTATION FIRST DEFENSE DETAIL SCALE: N.T.S. SCALE: N.T.S. PRIOR TO RELEASING UNIT TO FABRICATION. SCALE: N.T.S. Drawing Title Construction Details I U E m VI m m - b vAAAA 0 in g� BRADLEY C m McKE 9 i; CIVIL N No 3691717 O N v Po Drawing Number 54 - •' .ems �. oM C - 3 a a � N �_ ro J Copyright Miller Dyer Spears Inc. TN i � i _ 24 DIA. _ CRESSET GROVE LLC ACCESS ( NOTES: 65 GROVE STREET CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD :• '. 1. ALL SECTIONS SHALL BE DESIGNED FOR N � : . •; ••:� 24" SQUARE Y WATERTOWN, MA SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED _ °D co HS-20 LOADING. OPENING (TYP) e, N v �' a . •. < : I NOTES: WALL STORMWATER COLLECTION CHAMBERS". I 12. COPOLYMER MANHOLE STEPS SHALL BE i 48" DIA. (MIN.) I 11. ALL SECTIONS SHALL BE DESIGNED FOR FLOOR BOX FRAME AND LID W/S.S. 1 I 48" DIA. (MIN.) j I INSTALLED AT 12" O.C. FOR THE FULL -i�- -� HS-20 LOADING. CAP SCREW LID CLOSURE GRANULAR WELL GRADED SOIL/AGGREGATE I A I DEPTH OF THE STRUCTURE. ALTERNATE TOP SLAB SC-740 CHAMBER MIXTURES, <35% FINES. COMPACT IN 6 IN - � FINISH 2. PROVIDE "I KNOCKOUTS FOR PIPES WITH PREPARED BY: INSPECTION PORT WITH SCREW-IN CAP LIFTS TO 95% PROCTOR DENSITY. SEE THE ALTERNATE TOP SLAB 3. PROVIDE 'I KNOCKOUTS FOR PIPES WITH GRADE 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. 3/4 - 2-INCH CLEAN, TABLE OF ACCEPTABLE FILL MATERIALS FINISH 2 MAX. CLEARANCE TO OUTSIDE OF PIPE. 8 24 8- I MORTAR ALL PIPE CONNECTIONS. PAVEMENT CLASS "C" CONCRETE CRUSHED, ANGULAR STONE MORTAR ALL PIPE CONNECTIONS. I I McKenzie ADS 601 GEOTEXTILE OR EQUAL SC-740 END CAP GRADE 8" 24° DIA. 8"_ 3. JOINT SEALANT BETWEEN PRECAST SECTIONS ADS 601 GEOTEXTILE I ACCESS 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SEE NOTE 4 .,,L, gr, SHALL BE PREFORMED BUTYL RUBBER. Engineering OR EQUAL PAVEMENT SHALL BE PREFORMED BUTYL RUBBER. " - 5 ;i\ 4. CATCH BASIN FRAME AND GRATE SHALL BE Inc. 4" PVC RISER :.,,:,.,., . ,. - •.is�:: ,r:tip•:x.',;-e=.;:-_: � ,�::;;�.. .,._,.:-,- ,.:',- !..-:,:. • .........: . . ., .. _. . . NOTE 5 .: �:• a.. , .• :. • SET IN FULL MORTAR BED ADJUST TO eY ti•{''' -e:.:..%W-++�•:,i -`.•-•'4H`'Y,•^..;{p.,?a+.. . `. ::^.:y.. a is ::i;�ej.n r'.1:.a ... -. .4. ,t}ti .:,..... :. a ,�:•'i: 4,.�i .•,.,"+n:-0:]::.ir.,.,4.:i r.^ n i;. ,r,. Z w ° SEE r s .;,z._.: _ SHALL BE MORTARVBED. :a GRADE WITH CLAY BRICK AND MORTAR 2 = 96 MAX. ( PROFESSIONAL CIVIL ENGMEERING AND LAND SURVEYING ',, f 6°s ..1 . `rJ-':_ .r.:,};. i`t}r`'- % ".•G.±i"::^.`y`ti_I, ' ;' - \ O O Q Vh :(i(l .I ire.... !l..At,a'• r .r;t:` h. A: •` =.,:•.•.•••, = 18"MIN. -"j\ \ ADJUST TO GRADE WITH CLAY BRICK AND o - z m ±: a,. BRICK COURSES TYPICALLY, 5 BRICK IN• `� MORTAR (2 BRICK COURSES TYPICALLY, ? w f COURSES MAXIMUM) 180LONGWATERDRIVE PHONE: (TBl)7923900 • " °",' 5 BRICK COURSES MAXIMUM) Z W ¢ tl �• SUITE 101 FACSIMILE:(781)792-0333 30" z � oU zo w or 48" DIA. (MIN) NORWELL,MA 02061 w 00 0o ao 0o ao ao 0o e o \ . ` . • . • ,.J�- � E ., v, N i�.- ;> SEE NOTE 3 6"MIN. UJ to J rn • : Q OUTLET SC-740 INSPECTION PORT TO BE 0 W a o STEPS, SEE r: HOOD ;•'' CHAMBER ATTACHED THROUGH w zo w NOTE 2. KNOCK-OUT LOCATED '� U rn °' SEE NOTE 4. Ln -_-� ---- ADS 601 GEOTEXTILE AT CENTER OF CHAMBER 24" TYP. 51" I--6" 6" - --51°- --24" TYP. o z �U DIA. MIN. MIN. bi C I VARIES Key Plan OR EQUAL . — SHELF TO BE CONCRETE N ¢ INVERT _- J _----- INSPECTION PORT DETAIL FORMED AT A SLOPE OF u p 48" DIA. (MIN.) 1" PER FOOT. ';4 4.. lT• TYPICAL SECTION o e J:4 A— U ^ 12" COMPACTED � , OUTLET 2 n. Z . z e PROP. 11 ROWS OF 10 PROP. 3/4"-2" DOUBLE WASHED J° �' U CRUSHED STONE - STORMTECH SC-740 CRUSHED STONE DIA. Q,. w d (MASS DOT SPEC. 156) CHAMBERS (110 TOTAL) 'A VARIES Jo to " o tw„ COMPACTED c� zo DIA. ¢ 12 SUBGRADE .: : . • . . m VARIES (TYP.) Q .A A Q O.•o• .o:O;l V... .,Q �(..�•. tip'.�..liob>n•.....t.ry 'MM t r(TYP-) .: •.aes ,•°,-, O'O - o:'� •O..eN.•'..'Ot :°: :., .::�..o,.. :•'(�.:..=9' ',�9t IMilli ,;< •: •'. < .. . '•.• . <' .. .A • _ ' �\�\\v\dew \v �%�\\v wr�w�w`\�r�\%\\�/\\�\`i\\i\\%\\%\\%�,\��`� a'CA:., ..O•;o,'• .. ` :o .. ' NOTE: V •� Q'AG O.•?;:• :,. °. ' C :�"'. ' '`.a. -. c•, all ??.,h o??,.o..•:• t-CP .Vr •. , Q PROP. 12'x12' HOPE TEE ;�}; o•. o O":•0' `r Q,:Or �, ,q CATCH BASIN SHALL COMPLY WITH MASS DOT SPEC. 201 N d\v\ \\\v\v\v\v\v\�,\C \v v\v\v\v\v\v\v��^ ANGLE SNAPBASE CEMENT CONCRETE INVERT 12" COMPACTED GRAVEL COMPACTED SUBGRADE CATCH BASIN W/HOOD PROP. 12" HDPE DRAIN MANHOLE DETAIL SCALE: N.T.S. SCALE: N.T.S. ALTERNATE ECCENTRIC CONE SECTION 4-ft PRECAST VORTEX CHAMBER I SPECIFICATION REOUIREMENTS: �, I II I ( I� J Il I 1. The treatment system shall use an Induced INTERNAL BAFFLE umutvortex to separate pollutants from SUPPORT FRAMES stormwater runoff. 12" STORMORAIN 2.The Treatment System shall remove 80% , � OUTLET PIPE or greater of TSS at the WQF. 12 STORMDRAIN (BY OTHERS) 3.The Treatment System shall treat all flows up INLET PIPE to PTFR without bypass or loss of stored ANGLE VARIES PROP. 12" HDPE MANIFOLD pollutants. (BY OTHERS) 12 HDPE 4.The Max. Headloss shall not be exceeded at planningture tannin OVERFLOW OUTLET interiors I PTFR with max. inlet pipe diameter. MDS DETAIL NOTES: MILLER DYER SPEARS INC. 3 1.An acceptable pipe coupler shall be used to 99 BOSTONY STREET connect the Downstream Defender's internal OUTLET PIPE COUPLER BO 6177--338-350'11 tat outlet stub to the stormdrain. 617.338.0033 fax 2.The diameter of the Downstream Defender's (BY OTHERS) FRAMES AND COVER outlet stub is not adjustable.Any reducers S www.Mos•eos.coM PROP. 12" HDPE PIPE required to match different stormdrain diameter must occur outside of the vortex chamber. 3.The inlet pipe diameter must not be larger than ELAN VIEW PLAN VIEW t the outlet pipe diameter. N.T.S. Project Status:PLANNING SUBMISSION StormTeehe 4.The tangential inlet pipe angle is not site specific. Refer to project plans and fabrication GRADE RINGS/RISERS FRAfNE 6 GONERS Project No: 1427-000 Detention-Retention-Recharge drawings. Subsurface Stormwater Management " 5.A 4-ft diameter model has one 30-inch cover. (BY OTHERS} SUBSURFACE INFILTRATION SYSTEM g � RIM. VARIES Drawn By: DWK SCALE: N.T.S. I I I I Checked By: BCM Treatment System Specifications PIPE oOUPLER 12" STORMDRAEN /'""'" Issue Date: October 14, 2014 Vortex Chamber Diameter(DIA) 4_g I INLET PIPE(BY OTHERS) (BY OTHERS} VARIES II (TYP ) I NOTES: Outlet Pipe Diameter 12" I Issues - - "\ 2 3/4' MIN. DIA. HORIZ. 1. ALL FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, I Inlet Pipe Diameter 12„ I _ IN No. Date Description RAIL VARIES '� _ RAIL W/16D ALUMINUM FASTENER SHOWN TO THE DIMENSIONS SHOWN ON THE DRAWING,THRU POST INTO TENON. IMax.Treatment Flow Rate (MTFR) 1.56cfs � S nnnnnnnnnnnnnnnnnnnnnnnnnnMnn-AnnnnnA nnnn - 2. ALL FENCE POSTS SHALL BE TREATED WITH CCA ON ALL I 3cfs Peak Treatment Flow Rate (PTFR) J SIDES FOR A DIMENSION OF 3'-0" FROM BUTT OF POST. INN. VARIES 12" sTaRMDRAIN Max. Headloss 0.68-ft \ OUTLET PIPE C 2 t/8" WIDE X 2 t/4" LONG TENON 3. POSTS SHALL MAINTAIN A DEPTH OF 2'-10" IN GROUND AND 07 d3 I (BY OTHERS) VARIES n ISedimentStorage Y N Z EACH. END TYP. SHALL BE RACKED TO ACCOMODATE ANY CHANGES IN GRADE. IZ I INTERNAL BAFFLES w 4 1/2" MIN. DIA. CEDAR POST I Oil Storage 70gal > - 4. LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT 0 6'-O" O.C. TYP. m AND TRUE. ALL POSTS AND FACING BOARDS OR SLATS SHALL N ¢ \- 13"/16" X 2 5/8" PICKETS BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE w FASTENED TO RAIL W/ 1 3/4" INSTALLED PARALLEL AND TRUE. Revisions ALUMINUM FASTENERS (2—TOP H dro "' 4-ft - m & BOTTOM RAIL, 1— MIDDLE RAIL) No. Date Description T\ /• /• / /• /, /, /- r , /, /\ \/\/\/\/\ /• /, /\ 5. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. e\\moo �\�,�\�,�\\.�\�,�\\, /\\�o /\\' / ' THE CONTRACTOR SHALL SUBMIT GATE AND FENCE SHOP DRAWINGS International ea j\°o /\\\~ '\\\\o \\�`� 2" CLRJ \�r a °o�j�` TO THE ENGINEER FOR REVIEW. ELEVATION VIEW \ c \ 4" COMPACTED GRAVEL " \ 4 N.T.S. rOo °°AROUND POST (TYP.) j\-:0 \\/< v \/'°c °aj` Stormwater Solutions \�o��e°/\\� ,0 \\. �\//•,ol o�� 94 Hutchins Drive 4FT ( 1 .22m) DIAMETER y� • 6" , Portland, Maine 04102 DOWNSTREAM DEFENDER <\ \ 6 STOCKADE FENCE Tel : (207) 756-6200 SCALE: N.T.S. Fax: (207) 756-6212 SCALE: N.T.S. stormwaterinquiry@hydro—int. com Drawing Title .� Construction Details II U E ° UI m ►►V �� SH OF MgSs o U' - �� BRADLEY C m` Z McKENZIE [`r O o v a ;q CIVIL N No. 36917 sT:,a Drawing Number n. v 0 4 N N O o c)Copyright Miller Dyer Spears Inc. -A, S'M S S CRESSET GROVE LLC 65 GROVE STREET EROSION AND SEDIMENTATION CONTROL WATERTOWN, MA 1. WIDELY ACCEPTED PRACTICES FOR REDUCING EROSION AND SEDIMENTATION WILL BE EMPLOYED IN THE DEVELOPMENT OF THIS SITE. 2. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO ENHANCE THE EXISTING TOPOGRAPHY AND VEGETATIVE COVER. ALL NATURAL DRAINAGE PATTERNS OF THE SITE HAVE BEEN MAINTAINED. NOTE: NOTE: PREPARED BY: TO BE USED IN LOCATIONS TO BE USED AT BOTTOM OF FILL SLOPE 3. STEEP SLOPES, WHERE POSSIBLE, WILL NOT BE DISTURBED. WHERE EXIST. GROUND WHERE HEAVY FLOW MAY BE ANTICIPATED SLOPES IN TOWARD THE 4. NATURAL WATERWAYS WILL BE PRESERVED AND PROTECTED, AND EXISTING VEGETATION WILL BE TOE OF THE EMBANKMENT. STAKED HAY BALES NOTE: McKenzie RETAINED AND PROTECTED TO THE EXTENT POSSIBLE. OR IN NARROW DITCHES. TO BE USED IN LOCATIONS 3 1/2" MIN. PAVEMENT MASS DOT SPEC. 460) WHERE EXIST. GROUND 1 O )R MATCH EXIST., WHICHEVER IS GREATER Engineering MIN. 5. THE ROADWAY CONFORMS TO EXISTING LAND CONTOURS WHERE PRACTICAL. G, SWALENffm SLOPES IN TOWARD THE MENEM E OF THE PAVEMENT OR IN WIDE DITCHES.MENT. _ 6. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED LAND TO THE EXTENT FEASIBLE. _4 CONCRETE CAP (MASS DOT SPEC. 430) Group, Inc■ 18° GRAVEL PROFESSIONAL CIVIL ENGINEERING AND LAND SURVEYING Ti G SWALE NOTE: BASE COURSE TO BE USED AROUND CATCH BASINS. „' ,; ° ; `,.' '`.'• ;•' ';' , ( ) 7. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY BE �o MASS DOT SPEC. 405 PRODUCED AS A RESULT OF SITE CONSTRUCTION ACTIVITIES. EROSION AND DEPOSITION OF 160 LONGWATER DRIVE PHONE; (781)782-3900 SEDIMENT WILL BE CLOSELY MONITORED DURING CONSTRUCTION. CATCH BASIN SUITE 101 FACSIMILE: (781)792-0333 BOTTOM OF FILL SLOPE �- 1� NORWELL,MA 02061 8. TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE, BUT NOT BE LIMITED TO, HAY BALE CHECK DAMS, SEDIMENT FOREBAYS, STABILIZED CONSTRUCTION ENTRANCES, FILTER FABRIC SILT STAKED HAY BALES FEWMIN :2w PLOWABLE FENCES, SEEDING AND MULCHING, AND SEEDED FILTER STRIPS. ROADWAY SLOPE OR ' BACKFILL EXISTING GROUND .(. .'%%' VARIES.'.'.'.'.'.'.'1'.'.'.'.'.'.'.'.'.'.' 9. TOPSOIL STRIPPED FROM CUT AND FILL AREAS WILL BE STOCKPILED FOR LOAMTNG AND SEEDING AT STAKED f ,r , , . , , . , , . . LATER CONSTRUCTION STAGES. THE STOCKPILES SHALL BE LOCATED SO AS TO ACT AS or �' HAY BALES TEMPORARY DIVERSIONS, GENERALLY ON THE UPHILL SLOPE. Key Plan 10. ALL CUT AREAS LOCATED AT TOES OF SLOPES AND DITCHES THAT HAVE GRADES EXCEEDING 5% SHALL BE STABILIZED WITH RIP-RAP. THE RIP-RAP SHALL CONSIST OF 50% STONES GREATER �I :>:•;: %' SAND BLANKET THAN 6" IN SIZE. SWALES SHALL BE 6" IN DEPTH AND APPROXIMATELY 5' IN WIDTH. ALL OVERLAP BALES 1 -0 ;::;;•:; ;. :-_y:;:;, :•.:°„•:':.:;,� ` '•'•: SLOPES WILL BE BLENDED INTO THE EXISTING TOPOGRAPHY TO MINIMIZE IMPACT. (MIN.) (MIN.)PLAN SECTION 11. SITE DEVELOPMENT WILL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL MEASURES ARE NOTE: EMBANKMENT SCREENED GRAVEL IN PLACE. THESE MEASURES SHALL BE EMPLOYED UNTIL FINAL PAVING AND ADEQUATE TO BE USED WHERE EXIST. NOTE: PLAN SLOPE I BACKFILL MATERIAL VEGETATION HAS BEEN ESTABLISHED. GROUND SLOPES AWAY FROM TO BE USED AROUND CULVERT INLETS (MASS DOT SPEC. 151) THE TOE OF THE (2)2"X2"X3' ROADWAY SLOPE OR DEPTH VARIES CONSTRUCTION SEQUENCE EMBANKMENT. HADWpFLSOR TOE \ EXISTING GROUND (4 MIN.) STAKES EA. BALE / K " TO PREVENT EXCESSIVE EROSION AND SILTING, THE FOLLOWING CONSTRUCTION SEQUENCE COUPLED /� ROCK WITH OTHER WIDELY ACCEPTED PRINCIPALS FOR REDUCING EROSION AND SEDIMENTATION SHALL BE I IMPLEMENTED IN THE DEVELOPMENT OF THE SITE. BALES TO BUTT w 1 __ IN EARTH IN ROCK TOGETHER. a I EXIST.�� FLOW o Imom OVERLAP BALES GROUND 1. THE CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY WITH THE DEVELOPER, CONSERVATION AGENT AND ANY o I FLOW r CULVERT SECTION SECTION INTERESTED TOWN DEPARTMENT REPRESENTATIVES. o I *- VARIES DEPENDING ON HEIGHT OF NOTE: ~ I SLOPE AND STEEPNESS OF TRENCH EXCAVATION SHALL COMPLY WITH MASS DOT SPEC.'S 120 AND 140.6 2. STABILIZATION PRACTICES FOR EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED PRIOR TO I RESULTING GRADES AT TOE OF SLOPE COMMENCING CONSTRUCTION ACTIVITIES. PLACE SILTATION FENCE AND HAYBALE BARRIERS AT EXIST. GROUND INTERSECTION. LOCATIONS INDICATED ON THE SITE PLANS. PLAN -K7 3 CLEAR AND GRUB ALL ROADWAY, ST RMWATER INFILTRATION TIONNBASN EASEMENTS REQUIRED AND RE AD R T INFRASTRUCT INFRASTRUCTURE. ALLT RUCTION OF THE TEMPORARY TEMPORARY EROSION CONTROLSTOCKP /� �-�- EROSONILCONTROLBARREREPER THE CONSTRUCTION PHASE LIMBS, TREE TRUNKS & POPERATIONS SHALL E&SMAINTENANCEIPLAN.TH SCALE: N.T.S. TYPICAL TRENCH DETAIL ALL BRUSH, TREE LIMBS, TREE TRUNK & STUMP DISPOSAL SHALL TAKE PLACE OFF SITE AND SCALE: N.T.S. WITHIN 30 DAYS OF CUTTING. ALL DISPOSAL SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 4. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AT PROPOSED CURB CUT LOCATION. 5. EXCAVATE TOPSOIL AND SUBSOIL FROM CUT AND FILL AREAS AND STOCKPILE ON SITE IN PREPARED SEEDED LAWN II III IA I d �I II II�JiI�Ids �l�J I��I�d I�II�J�/�1 del I�I' LOCATIONS SHOWN ON THE PLAN. CONSIDERATION SHOULD BE GIVEN TO LOCATING STOCKPILES ON LAWN OR SOD THE UPHILL SIDE OF DISTURBED AREAS, WHERE POSSIBLE, TO ACT AS TEMPORARY DIVERSIONS. �w 0 �► 171 6. CONSTRUCT CUT AND FILL AREAS, INSTALLING HAYBALE CHECK DAMS AT TOES OF ALL 3:1 OR PREPARED SCREENED w z GREATER SLOPES, AND AT ENDS OF ALL CUT AREAS. ALL FILL WILL BE INSTALLED USING 12" TOPSOIL (NO STONES > :aLARGER THAN 1 1/4") < •• ` . . 18"-24" DAM. BIODEGRADABLE MAXIMUM COMPACTION LIFTS. PLACE ALL SLOPE PROTECTION WHERE INDICATED ON THE PLAN. 02 w v SILT SOCK FILLED WITH WOOD I 50' MINIMUM CHIP COMPOST BLEND VI STAKES EVERY I / 7. THE STORMWATER INFILTRATION BASIN SHALL BE CONSTRUCTED IMMEDIATELY AFTER THE ROADWAY �X GT ROUGH GRADING IS COMPLETED AND THE AREA HAS BEEN CLEARED OF VEGETATION. A PROPOSED A�MEIV TEMPORARY EARTH BERM SHALL BE PLACED UPGRADIENT OF THE INFILTRATION BASIN IMMEDIATELY tOI, - ' . ' 8 LF DISTURBED AREA + AFTER THE BASIN IS CONSTRUCTED. THE BERM SHALL REMAIN IN PLACE DURING SITE PREPARED SUBGRADE I I IIII IIIIIIII = _ I I III (IIII II IIII WATER FLOW CONSTRUCTION AND REMOVED ONLY AFTER FINAL SITE GRADING HAS BEEN ESTABLISHED. IIII- PROTECTED RESOURCE AREA GEOTEXTILE FILTER FABRIC 6"MIN. TRAPPED SEDIMENT PROFILE architecture B. INSTALL CLOSED DRAINAGE SYSTEM AND OTHER UTILITIES. ALL CATCH BASINS SHALL BE SEEDED OR SODDED LAWN DETAIL _ � planning PROTECTED WITH SILT SACK SEDIMENT TRAPS AND OTHER EROSION CONTROL MEASURES AS SHOWN _ - interiors 1 ='M.. 1 -j((" I 50' MINIMUM ON THE PLANS. SCALE: N.T.S. MILLER DYER SPEARS INC. 9. GRADE ROADWAY TO SUBGRADE ELEVATION AND CONSTRUCT SIDE SLOPES. APPLY TEMPORARY �[�� -_j�- _ 1" TO 2" COARSE AGGREGATE 89 CHAUNCY STREET _ 10, 0 BOSTON,MA 02111 STABILIZATION MEASURES WHERE WARRANTED. �_ 617.338-5350 te1 1-1/2" BITUMINOUS CONCRETE - - II-11= _ - '��'��""�" 'w{ ^ :"' � ' �� 617-338-0033fax 10. PLACE GRAVEL SUBBASE PER TYPICAL PAVEMENT DETAIL. i- , , WWW.MDS-BOS.COM SURFACE TYPE 1-1 (MASS HIGHWAY SPEC. 420) �i - I I _ 10 t� 11. PLACE THE BITUMINOUS CONCRETE BINDER COURSE ON THE ROADWAY. SET CATCH BASIN GRATES �2" BITUMINOUS CONCRETE I� I -11111 20 FLUSH WITH THE BINDER COURSE. ALL CATCH BASINS SHALL BE INSTALLED WITH SILT SACKS / i .,_ BINDER TYPE I 1 (MASS HIGHWAY SPEC. 420) -III I II III' 12. GRADE SLOPES AND STABILIZE CUT AREAS AT TOE OF SLOPES. BLEND ALL SLOPES INTO EXISTING „TOPOGRAPHY AND LOAM AND SEED ALL DISTURBED AREAS. SLOPES GREATER THAN 3:1 SHALL BE I -I I- DENSE GRADED CRUSHED STONE SECTION VIEW PLAN VIEW Project Status:PLANNING SUBMISSION STABILIZED WITH JUTE MESH OR RIP-RAP SLOPE AS APPLICABLE. -I I I-I I I- I: MASS HIGHWAY SPEC. 402) 6 GRAVEL (MASS HIGHWAY SPEC. 401) Project No: 1427-000 13. COMMENCE ROADWAY DEVELOPMENT ONCE ALL EROSION CONTROL MEASURES ARE IN PLACE. SUBGRADE 18"-24" DIAM. BIODEGRADABLE Drawn By: DWK 14. PAVEMENTTHE GRFINAL ADE.WEARING COURSE OF PAVEMENT. RESET CATCH BASIN GRATES TO FINAL BITUMINOUS CONCRETE PAVEMENT DETAIL CONSTRUCTION SPECIFICATIONS: SILT SOCK FILLED WITH WOOD 1. STONE FOR A STABILIZATION CONSTRUCTION ENTRANCE Checked By: BCM CHIP COMPOST BLEND SHALL BE 1 TO 2 INCH STONE, RECLAIMED STONE, ORN.T.S. - 15. COMPLETE FINE GRADING OF SHOULDERS AND PLACE PAVEMENT IN MISCELLANEOUS AREAS. SCALE: � RECYCLED CONCRETE EQUIVALENT. 16. COMPLETE POST CONSTRUCTION ROADWAY SWEEPING. �o 1' REBAR FOR F 2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT Issue Date: October 14, 2014�'` -BAG REMOVAL �p BE LESS THAN 50 FEET. 17. REMOVE TEMPORARY EROSION CONTROL DEVICES ONCE ALL SURFACES HAVE BEEN STABILIZED WITH CATCH BASIN 1"A" STAKES EVERY 3. THE THICKNESS OF THE STONE FOR THE STABILIZED Issues CATCH BASIN GRATE ENTRANCE SHALL NOT BE LESS THAN 6 INCHES. ADEQUATE GROWTH. ADEQUATE GROWTH IS DEFINED AS VEGETATION COVERING 75% OR MORE OF GRATE 8 LF DISTURBED AREA No. Date Description THE GROUND SURFACE. SILTSACK SILTSACK 4. THE WIDTH OF THE ENTRANCE SHALL NOT BE LESS THAN 20 FEET OR GREATER THAN THE FULL WIDTH OF THE ENTRANCE E` ''::'''??: : FLOW FLOW WHERE INGRESS OR EGRESS OCCURS. r i PROTECTED RESOURCE AREA 5. GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE :::.-:::: ENTIRE AREA PRIOR TO PLACING THE STONE. .:-: .............. PLAN VIEW 6. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED LOAM AND SEED TOP OF BERM A TOWARDS THE CONSTRUCTION ENTRANCE SHALL BE PIPED 2 °5o EXPANSION RESTRAINT CONSTRUCTION NOTES: BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A - III ° ill-III= BERM WITH 5: 1 SLOPES THAT CAN BE CROSSED BY -III= °g ogoga oog°g°°°° 1 °^ °^"%gog°_I-III-I 1) SILT SOCKS SHALL BE PACED IN A ROW WITH ENDS TIGHTLY VEHICLES MAY BE SUBSTITUTED FOR THE PIPE. _ ooaoogooegago• _ ° _-III=III PLAN VIEW SECTION VIEW ABUTTING OR LAPPING THE ADJACENT SECTIONS. 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT°-°- °gggggogogagggggggggggggggg� III=III= 2) SILT SOCKS SHALL BE SECURELY ANCHORED IN PACE BY ° ° gogggggggg ;°ggg°g°g°g°g°g°g° ,g°g°g°g° °g°g°°°g°g°gggggggggg°°°- i=III=III= SILT SACK SEDIMENT TRAP CONTRUCTION NOTES: STAKES OR RE-BARS DRIVEN EVERY 8 LF. WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO Revisions °9° ° _ =1 =1 =� PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP No. Date Description =III=III=III=III= I- g °�e�ogo°gggo „i=,I =III=III=III=III- 3) INSPECTION SHALL BE FREQUENT, AND REPAIR OR ° ° �" = _ 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND =11I=III=III=11I=1 °= °°° -_-r i=111=I(I-:III=111=1I I- REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED. iiI=III=III=III=III=III=III=III=III=III-III-III-III- =1i.III-=1" BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED III=III=III III-III-III=III=III=III-=III-III- I-1 ' IS PLACED AND HAY BALES HAVE BEEN REMOVED. 4) SILT SOCKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, WASHED, OR 1=III=III=III=III=III-III=III=III=III= '- USEFULNESS, SO AS NOT TO BLOCK OR IMPEDE STORM TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED GEOTEXTILE FABRIC 2. GRATE TO BE PLACED OVER SILTSACK. FLOW OR DRAINAGE. PROMPTLY. COMPACTED 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM SUBGRADE MATERIAL EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN TYPICAL GRASSED SWALE DETAIL PERMANENTLY STABILIZED SILT SOCK DETAIL SCALE: N.T.S. SILTSACK SEDIMENT TRAP NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE Drawing Title SCALE: N.T.S. SCALE: N.T.S. Construction Details III E1 c N yl En m al En W O 10ffMq n 07 N BR'ABEit a MhMNILJE NIL Ill � a{ CL No. 36917 O Drawing Number N �_ a0 U � Copyright Miller Dyer Spears Inc. 11 11 f�� �� � n n 1 � n n n � n n nRAILROAD TRACKS IN 11 U U U U 11 11 U H 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 U U -H n n n n n I n n n n n n n n n n n n `11 CRIES CONC. 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Pfl R �� lllG \ O Q s RET WALL Nc. 12" RCP / �� ,72' RCP, HYD ��� C> �� �y O �I co \N 0 s \ z O BIT.T ��� \ .W D D D _D + W W � �- D �� +� O O ti Z o \ 0NW c _ �,+ ��� Q Z\\ I (� C� , \\ o ���� �• Q°\ D-XX GABIQN FALL \\ 0� Z I DO °� _ o o �X� fJ BIOSWALE D-XX Key Plan Ell _ z �m \w \ \ CONIC. \ � � \ Rj �� _ \ \ �� o oo v V_HICUL/,R + I O ��► on O n w a �— B TUNIINCUS, c \ ��� Bl T C0NC. PA RKING f \ \ M 4 ��� \\ ��\ so E L,IVII_, TYP. �� , \o � 00� s� RE�� �1 —� CONCRETE / _ c,, 6> / 066 / o� �'o�e �� �� X PAVEMENT �: A � \ + _ �/ \ / , CONCRETE ' o / Z ( n�GABION WALL o "XXcz- (PEDESTRIAf \ _ o oPAVEMENT D XX \ o s c o 0 0 711 SNR D �v �� + �� // \ D� _ _ �F �� ( v �� �� o � /: r !� U l X 1CONCRETE o \ D-XX 0 �� �� -.- — el CONIC. BARK /N � � � STAIR �� o \ _ \ -� � �—I C L'H MEFi A— C� o CONIC. ��� �� A �( oBIOSWALE - - - - / - 0 a PAlI�VT TRIP CB ®W 6' CL%� �W / - �,_ / - 1g, _ G L__. I i O /RE SERVCE 15 60FT. X GABION WALL ' �.��; Off. o ��,� �� / 6,- LF o ASPHALT D {SWAY cp CB / v X J -' O D-XX ,� 5`� �� DSMH o i9 9 �; CORTE�I DEL /�/ � ���jj�, j ��j 1n/ 0 30 o , l 6' o 69 GROVE s T ® DUSTER SP S' PLANTER ° c s o �� o 0 9- MW # O 14 1 z= �j �> N �, + �sD�° ® Bcc -� ACE BOc(2 D-XX o NIF c 5' HT. PAINTED \��. P� Gj a oG STREE T R 7- R. TER SIGN' icN = ALUMINUM FENCE D-XX o O y� CONCRETE PAP RET CLAN U n OH Hw I S A E / ® HT. PAINTED �_�� DUMPSTER FED U51 ��kX ��w4 1JMINUM FENCE D- ` ON CONIC. PAD 4 CONC. O BALL Qr Q� ) RAP `( o P S 1 R9 SQPG� I I a � � P Z W /9 O \ m architecture ° MDS planning LAYOUT NOTES: interiors MILLER DYER SPEARS INC. 1 . SURVEY WAS PERFORMED BY VOZELLA ENGINEERING, BOSTON, MA. 99 CHAUNCY STREET 11 2. ALL LINE AND GRADE WORK PER DRAWINGS AND SPECIFICATIONS 606177--338-350STON,MA 1t tel SHALL BE LAID OUT BY A REGISTERED CIVIL ENGINEER OR 6MDS- OS.0 M WWW.MDS-BOS.COM SURVEYOR ENGAGED BY THE CONTRACTOR. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. Project Status: PLANNING SUBMISSION 4. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE IN AND WITHIN LIMITS OF WORK AS SHOWN ON PLANS Project No: 1427-000 AND AS APPROVED BY THE LANDSCAPE ARCHITECT. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE Drawn By: YJL FIELD AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO THE LANDSCAPE ARCHITECT PRIOR TO STARTING WORK. Checked By: DDD 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE Issue Date: October 14, 2014 ARCHITECT PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL ESTABLISH PERMANENT CONSTRUCTION BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH Issues MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED No. Date Description OR DISTURBED. 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DESCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 9. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE Revisions LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO No. Date Description ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, ETC. AND AS SHOWN ON PLAN. MATERIAL NOTES: 1 . PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, ETC. AND AS SHOWN ON Drawing Title PLAN. Y 2. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES MATERIAL AND LAYOUT CU (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH PLAN EI LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, "I ETC.). CONTRACTOR SHALL REPORT ANY DESCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 3. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS P RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO SET ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. Drawing Number U � N � O M .� o � N 9� �0_ U o ©Copyright Miller Dyer Spears Inc. 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C O N C. 34.49 W ZY D - �� G R A S � J17,9/ G�R A S S -� VGCcps -�, � �T ��S )� �-�� - -- ETA (NOT USES META 1 B• o o � - � -- i o CRESSET GROVE LLC \\LAWI� 0 e + , Pam. -.. _.. � � � HiK STAIRS � o � � �, HVAc, °� l / v � T - 1 LT • \\\\ \\ \ \�\ \ °\\\\\\\\\\\\\\ \� --- -- -- \ ����\�����C�\� ��������������������� ��������� �� �� �� �C\������������ ���������������\�����������������������C����� ���� A 65 GROVE STREET A-- z c_EN_ERATnR w�-- � � - 102.0'- _ CAMERA _S 0 0 WATERTOWN MA 3? -� �` -- -� - n � GAS LINE TO BLDG. n n n n _o ' VC - �i � � 2 A C\ SUPPORT vE/V TlL A TION Z y Q- � o ��cr 1�I�IIIIIIIililil�l�l I ��� , Z O vv I I I 1 1 1 1 1 1 1 I' I I I I I III V POSTS 2 L S FOR Y BRICK Q v MPST \ TYP. UNIT � � I���IIIIIIIIIII ' 0' p - Q v nI WAREHOUSE \\ R1 , ` °j \ ' kz c �� IIIIIIIIIIIIII IIII I I I I I .�� \d ,� \� C O - U� o 6� o T �o \\00 \ o� _ Kyle Zi kL n Architecture, In o ,� o BLDG. FP, AREA 8,270 f S.F. A\ II 3 S TOR Y BRICK �o �' y e c Landscape c s Co G �' cZj BLDG. 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PLUGS / w i ti Z °�W ° - ems + 10-SWALE o �. 0� •�; P �I_A�II 0 0 I I + �� �• GS � - V 0� \ DO f� _ iii a \ � 5 PO v v o `� 1 AC z z 10 L� �� I - -- \ I : I7 n 10 C °� Key PI m e = C) o \W - ��� 50 �P 7 I'Vki f \' c� o Q� an -- _SON , o oo� / �� �� - C Z I 10 IG 48 HC x c / G Bl T C0NC. PA RKIN 7��R � �s I � � � � � � � � � ENI4AL , 170HCH �o7_11 i 1 Flo 0 3 FG 2 Os o_ _ 'l P� 41 -1 / 3 VS vI00 4E 6 �, \ _-�\ \ 14 GXC, 3 VS 2 6> > o �' e 26 .N + c� / V �3 �� �a �' �v 76 PVH I'.' I; 6� C) g �� 1, o �� 16 HCH 3 JP O �' w - ,r 'r AML ,. �� _ �. .; i 3J M A � � 16 HCH _ Co \�� � 3 J P jj I I co Z 73 �� - .� 7 MP, 10 SW�4LE _ gIT. r,- � � � �� � � �, � � il, III�I�I�I � -- � 2 CC PLUGS - _-, __ `�-�,. � � � � � + I III -_� i LAMEKti-- -- P °° \ ��, � AMM L LAWN 1310-SWALE o 4.2 ov ` �� �� � - � -- PLUGS /: 5 ��TRIP , , /,. P z LAWN - - - - -_�- � � N oI I I LI _QRDE ceU ®w i- 6' CLF �w 15 so Fr. A �° �i I I / / 322/79 C'D SUH ASPHALT D�I WAY cp CB / / l / / �� 0 0 30 MWO #69 GROI/E ST � DU�ST� o� 4 1� �/ �� S 00 F a /i i i S F ® BCC �1/ Z o��°� � ACE BOL(2 2 SPACES C) / o 7 KJ �; ,i NAF7 s� �S LT - g S TREE T R A T v�� F P� o.� _P � n �ER S/GN� Z 6 / C 1 M�G P GJ �J�M v��o � \\\\\\� \ \ \ \\\\ \ .A\\�. .� \�� \\\\ CONCRETE P� RET-C�ANLL c n 0 / / - FL 3 CB l a� 2 DUMPSTER 7 JG G P bg 2 2/ GAO ON CONC. PAD -4 ®W n c / oo N CONIC 0 _ coNGRE�E WALL -' 0 m architecture MDS planning interiors PLANTING NOTES: PLANT SCHEDULE MILLER DYER SPEARS INC. SYMBOL I QTY. I SCIENTIFIC NAME ICOMMON NAME I SIZE I COMMENTS SYMBOL I QTY. I SCIENTIFIC NAME ICOMMONNAME I SIZE I COMMENTS 99 CHAUNCY BOSTON,MA02111 1 . IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE 61ON,M5350te1 PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING DECIDUOUS TREES PERENNIALS/GRASSES/VINES 617-338-0033fax PLAN SHALL GOVERN. AC 3 AMELANCHIER CANADENSIS SHADBLOW 7' B+B ACD 209 ASTILBE CHINENSIS DEUTSCHLAND ASTILBE 1 GAL. 1 .5' O.C. WWW.MDS-BOS.COM 2. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES BP 15 BETULA NIGRA 'CULLY' WHITESPIRE BIRCH 12' FALL DIG 'DEUTSCHLAND' ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF CLUMP HAZARD AMM 36 ACHILLEA MOLLEFOLLIUM MOONSHINE YARROW 1 GAL. 2.5' O.C. NURSERYMEN, INC. IN ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY. CC 9 CARPINUS CAROLINIANA IRONWOOD 2.5" CAL. FALL DIG 'MOONSHINE' Project Status: PLANNING SUBMISSION 3. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS HAZARD AML 134 ACHEMILLA MOLLIS LADY'S MANTLE 1 GAL. 1 .5' O.C. OTHERWISE NOTED ON THE PLANT LIST. LT 7 LIRIODENDRON TULIPFERA TULIP TREE 3" CAL. FALL DIG CXA 85 CALAMGROSTIS X ACUTIFLORA KARL FOERSTER 1 GAL. 2.5' O.C. Project No: 1427-000 4. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES HAZARD 'KARL FOERSTER' FEATHER REED GRASS SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. MS 14 MALUS 'SUGAR TYME' FLOWERING CRABAPPLE 2.5" CAL. FGE 133 FESTUCA GLAUCA 'ELIJAH BLUE' BLUE FESCUE 1 GAL. 1 .25' O.C. Drawn By: YJL 5. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS GXC 143 GERANIUM X CANTABRIGIENSE HARDY GERANIUM 1 GAL. 1 .25' O.C. OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, QP 5 QUERCUS PALUSTRIS PIN OAK 3" CAL. FALL DIG 'BIOKOVO' Checked By: DDD FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE HAZARD HMA 59 HAKONECHLOA MACRA JAPANESE FOREST GRASS 1 GAL. 1 .25' O.C. Issue Date: October 14, 2014 ARCHITECT. 6. ALL NEW PLANTS SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE PO 3 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3" CAL. FALL DIG 'ALBO STRIATA' 97 HEMEROCALLIS 'HYPERION' DAYLILY 1 GAL. 2' O.C. ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. HAZARD HCH � Issues 7. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PAM 77 PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 1 GAL. 2 O.C. PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. SHRUBS 'MOUDRY' No. Date Description 8. STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE CA 17 CLETHRA ALNIFOLIA SWEET PEPPERBUSH 2 GAL. 4' O.C. PAU 82 PHYLLOSTACHYS AUREOSULCATA YELLOW GROOVE BAMBOO 3' O.C. ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. PNU 82 PHYLLOSTACHYS NUDA NUDE SHEATH BAMBOO 3' O.C. HUMMINGBIRD 9. NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO PVH 201 PANICUM VIRGATUM 'HEAVY HEAVY METAL 1 GAL. 1 .5' O.C. ,> CS 21 CYTISUS SCOPARIUS 'LENA' SCOTCH BROOM 2 GAL. 4' O.C. > GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3 HIGHER THAN METAL SWITCH GRASS PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH K 26 ILEX GLABRA 'IVORY QUEEN' INKBERRY 30" B&B 7' O.C. VS-1 133 VERONICA 'HOCUS POCUS' SPEEDWELL 1 GAL. 1 .25' O.C. GRADING. KJ 7 KERRIA JAPONICA 'PLENIFLORA' KERRIA 2 GAL. 7' O.C. VS-2 133 VERONICA 'PINK PANTHER' SPEEDWELL 1 GAL. 1 .25' O.C. 10. ALL PLANT BEDS TO RECEIVE THREE INCHES (3") OF BARK MULCH AS PER MI 14 LINDERA BENZOIN SPICE BUSH 8' O.C. VS-3 133 VERONICA 'WHITEWATER' SPEEDWELL 1 GAL. 1 .25' O.C. SPECIFICATIONS. MP 23 MORELLA PENSYLVANICA BAYBERRY 3 GAL. 6' O.C. 11 . ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING PO 20 PHYSOCARPUS OPULIFOLIUS NINEBARK 3 GAL. 6' O.C. Revisions CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED 'DIABLO' BIO-SWALE PLUGS BY THE LANDSCAPE ARCHITECT. VC 56 VIBURNUM CARLESII 'CAYUGA' KOREAN SPICE VIBURNUM 3 GAL. 5' O.C. ACT 214 ASCLEPIAS TUBEROSA BUTTERFLY MILKWEED 2" PLUG 12" O.C. No. Date Description 12. CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND VD 10 VIBURNUM DENTATUM ARROWWOOD ARROWWOOD VIBURNUM 8' O.C. ASL 214 ASTER LAEVIS SMOOTH BLUE ASTER 2" PLUG 12" O.C. AS SPECIFIED, FOR ALL PLANTING. CXP 214 CAREX PENSYLVANICA PENSYLVANIA SEDGE 2" PLUG 12" O.C. 13. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CHL 214 CHASMANTHIUM LATIFOLIA NORTHERN SEAT OATS 2" PLUG 12" O.C. GROUND COVER CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE EUG 214 EUTHAMIA GRAMINIFOLIA GRASS-LEAF GOLDENROD 2" PLUG 12" O.C. ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING JP 22 JUNIPERUS PROCUMBENS JUNIPER E GARDEN 2 GAL. 6 O.C. FSR 214 FESTUCA RUBRA CREEPING RED FESCUE 2" PLUG 12" O.C. JUNIPER FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DESCREPANCIES TO RDL 214 RUDBEKIA LACINIATA GREENHEAD CONEFLOWER 2" PLUG 12" O.C. LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. MD 11 MICROBIOTA DECUSSATA RUSSIAN ARBORVITAE 2 GAL. 5 O.C. SDJ 214 SOLIDAGO JUNCEA EARLY GOLDENROD 2" PLUG 12" O.C. 14. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE RA 40 RHUS AROMATICA FRAGRANT SUMAC 2 GAL. 6' O.C. FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT Drawing Title LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL Y BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE PLANTING PLAN OWNER. -1 15. IN AREAS WHERE EXISTING PAVEMENTS ARE REMOVED AND ARE PROPOSED AS LAWN, THE CONTRACTOR SHALL REMOVE THE PAVEMENT AND BASE, PROVIDE FILL "I AND 6" TOPSOIL PRIOR TO SEEDING. 0 0 � 0- Drawing Number U � N � O M L-2 .� o � N 5 �0_ U o ©Copyright Miller Dyer Spears Inc. FINISH GRADE 2 EXPANSION JOINTS , L 3 5'-0" � BUTT JOINT CONTROL JOINTS L23 3/g" ° ° „ � - \\ MEDIUM BROOM FINISH, SEE SPECS. ACCENT LIGHT, CORTEN STEEL FINISHED ° a �_ "� �� SEE LIGHTING DWG. \ PLANTER EDGE GRADE 00 Q oQO Q Q Q CONCRETE SLAB WITH MEDIUM °n SPECIFIED SEALANT TO MIN. 1/2" DEPTH TA 000 Qom 000 Q Q BROOM FINISH. DIRECTION OF n RIVER STONE N I � U° 0 oo Q FINISH To BE , a 12 EXPANSION SLEEVE, WAXED TO MULCH 2 �00 0 PERPENDICULAR TO THE PREVENT BONDING - 00 OOWOO 61 LONGITUDINAL DIRECTION OF ° a #4 REBAR DOWEL, 2'-0" LONG, 18" O.C. LINER 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1—I III— 11— , \ =I I MI I MI I MI I MI I MI I I-1 I I I- I I= PAVEMENT UNLESS Q Q 0 QQ PREMOLDED EXPANSION JOINT, CUT BACK T � � CRESSET GROVE LLC I I=III=III=III=III=III=I —I III OTHERWISE NOTED ON PLANS. � D°Q � Q 0 INSULATION I I;I I;I I, II I=III=III=III=�—I I III= 6 X 6, W2.9 X W2.9 AS NECESSARY AFTER POUR �� /1 _ _ 65 GROVE STREET I —_ IO 0 Q O 0 Q 0 Q PLANTING N I I WATERTOWN MA WELDED WIRE MESH QO Q Q QQ 0 Q NOTES: � I SOIL COMPACTED GRAVEL BASE Q 0 O O O O0 DOWEL IS TYPICAL AT ALL E-J S EXCEPT - SLOW RELEASE COMPACTED SUBGRADE EXPANSION JOINT AGAINST VERTICAL JOINTS WITH WALLS, J II FERTILIZER & kz CONCRETE PAVEMENT CURBS OR SITE IMPROVEMENTSM _ T - / MYCORRHIZAL 1 3/16" = II FUNGAL CONCRETE SLAB Kyle zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 617 451-1018 Tel N OC U LANT Boston, MA 02108 www.kylezick.com SCALE: 1 1 /2"= 1 '-O" SAWCUT CONTROL JOINT - / / 1 L �l — V ° - �/ 4< 1 2 1 4 4 � CONCRETE PAVEMENT _ _ -I ° � 2 -v'2 FINISH GRADE * a x �u a - - - -��- - - - - � - � - - a- - - ° - � - � - 1I a a 4 INSTALLATION NOTES FOR ALL JOINTS. a _ - �I a ° a 8 ° ® � a 1 . EXPANSION JOINTS 20'-0" O.C. �( X a \ ( HANOVER PERMEABLE PAVER 0 0 H W TH WI �� - - a� a a I2" OF 1/4"- 3/8" (� 01 001900,00 0 00QQ UNLESS S 0 N 0 H ERA SE 11fi 'oo a 1 h a ��STEEL POST c0o ° OPEN GRADED STONE (� 000 0 00, 2. CONTROL JOINTS 5 0 O.C. _ �I I a A I a 000°UO° 0 v 0 0 0 0 00 UNLESS SHOWN OTHERWISE �fi - - tl Q Q NO FINES (AASHTO #8 OR #9) Q Q - _I 0 0 01 10� 0 0° CONTROL JOINT 0 - �fi 0ff 0 0 0 0 0 ffo1 ° ° oeo° o �0� �0°°8° 4" OF 3 4"- 1 " CONCRETE JOINT 0 001 _ 10 00 O ffo Q Q Q O Q Q Q Q wQ 000 o �0 000�0 0 o o� o OPEN GRADED STONE 6 -_ -_ - �\\� 0- 000 0 ��0� 0 �� 0 000� ° o SCALE: 3 = 1 -0 0 OO L — J — /— J OOO v�l /(/ L — J v U L — Ju / J� 00' 0001900 �o NO FINES (AASHTO #57) _ /L �J 0 0� 00 � 000o QDo000 �0 00 OOQ00OQC - 00 O 00 �D0 0 0 0 0 ° ° 0 0� 0° 0 0 00 Q 12 OF 1 1/2 3 0 0 0 Key Plan 00 00000 °�9 g0o�°0000 9° °0 o 0 OPEN GRADED STONE O O 0 GG�� _ = III IIIIIIIIIIIIIIIII III III III III III III oo��(�o� 0 0 00 000 0 0 0 °00 0 0°°0- _ NO FINES (AASHTO #1 ) —11 I—III—III - -III—III—III—I�I—III- - - - II I II I II I II I1 i l�II I=1 I I=1I I ,I II II I III=III\III\I I III I SECTION ELEVATION-FRONT , , ,- SECTION ELEVATION-SIDE -III I I I i I I 1 -III-III—I I CONCRETE UNIT PAVER y, » CORTEN STEEL PLANTER 2 / � Ya TYPICAL JOINT 100 SCALE: 1 - 1 /2"= 1 '-O" \ SPACING. BUTT SCALE: 3"= 1 '-O" GREEN ROOF SEDUM MAT \� PEDESTAL TAT TO N . I . C . AV PERENNIAL --GREEN ROOF GRO JOINT ENLARGEMENT Innnnnnnn nnnnnnnnnnnnnn n nn MEDIUM FILTER IC SH GRADE 3" MULCH AINAGE BOARD PAVER JOINT. SEE ENLARGEMENT SEED MIX , , , , , , , 23-�/8"X23-%"X2"HT. HANOVER j ...: - PROTECTION MAT N�� \\\\ //////////////// PREST PAVERS. TUDOR FINISH 1 SCREENED LOAM, PLANTING MIX w WITH BEVEL EDGE. I� � 1 4 PER FOOT ROLLED THICKNESS ROOF BUILDUP, SLIP SHEET/ROOT BARRIER / - 5 PAVER PEDESTAL. SEE ARCH. D F BUILDUP, SEE ARCH. DWGS. VVV SEE SPECIFICATIONS. �� \��\�/\���\\/\�/\\��\�/\\/\�\\ COMPACTED SUBGRADE 00 (BUIL INCLUDES RIGID PAVER PEDESTAL SHIM(S). INSULATION ECESSARY) SPECIFICATIONS. ADHERE CONTINUOUS BED OF PLANTING SOIL N ROOF FLAT SHI NDER PEDESTAL FOR LAWN (SEED) BETWEEN PERENNIAL 3 SLOPE ENSATION 11 SCALE. 1 - 1 /2 = 1 -0 _ SEE ARCH. SCALE: 1 '- 1 /2"= 1 '-O" FOR ROOF SECTI HRESHOLD JOINT. SEE ENLARGEMENi/g" COMPACTED SUBGRADE R XTRA TABS ON PEDESTALS � NCRETE UNIT PAVERS _ AROUND P AS NEEDED, TYP. 1/o BUILDING DOOR SCALE: 1 - 1 /2"= 1 '-O" PAVERS. /TUDOR /FIN SHTWITH BEVR PRIEST � PERENNIAL PLANTING BUILDING THRESHOLD 104 _ LEVEL FINISH GRADE. SCALE. 1 1 /2"- 1 ' 0" Y8" GAP BETWEE G THRESHOLD AND r I 1i PAVER USH AND LEVEL TRANSITION w N THRESHOLD AND PAVER SURFACE.Of 1 '� 1/4" PER FOOT MAXIMUM DIFFERENCE IN ELEVATION SHALL BE Y4". 3" PLACE ROOT BALL 2" ABOVE SURROUNDING GRADE SEE ARCH. DWGS. / STONE MULCH �' 3 DEPTH MULCH (PULL BACK AWAY architecture FOR ROOF SECTION planning JOI CEMENTN FROM BASE OF SHRUB) MDS interiors PAVER PEDESTAL SH EE EXCAVATE HOLE TO REQUIRED DEPTH PAVER PEDESTAL. SEE SPECIFICATIONS. SPECIFICATIONS. ADHERE SH ER , MILLER DYER SPEARS INC. ADJUST PEDESTALS AS NEED o I I I I I I i I I I ! AND BACKFILL WITH APPROVED PLANT 99 CHAUNCY BOSTON,MA02111 ENSURE LEVEL PAVER TYP. PEDESTAL FOR SLOPE COMPENSATIO I MIX, PER SPECIFICATIONS; 617-338-5350tel 617-338-0033fax CO PAVERS AT BUILDING EDGE N BIO-SWALE SOIL MIX REMOVE PLANT FROM POT OR ROLL WWW.MDS-BOS.COM 4 5 5 BURLAP BACK FROM TOP 1/3 OF SCALE. 1 - 1 /2 = 1 -10 - �. ROOTBALL BEFORE BACKFILLING. �. ° UNTIE ROPE FROM TRUNK, SCARIFY ROOTS ON CONTAINER GROWN Project Status: PLANNING SUBMISSION `/ `/ `/ CONTINUOUS BED DF PLANTING SOIL SHRUBS Project No: 1427-000 ��`\��/�\ COMPACTED SUBGRADE BETWEEN SHRUBS SLOW RELEASE FERTILIZER & PAINTED ALUMINUM %\\ \��\��\��\��\� \ \/ MYCORRHIZAL FUNGAL INOCULANT Drawn By: YJL o PICKET FENCE - I F I III III III I I I� III III III III PLACE ROOTBALL ON COMPACTED Checked By: DDD .` 4" X 1 5/8" BACKING - SUBGRADE u7 RAILS SET Issue Date: October 14, 2014 FINISHED GRADE BIO—SWALE SHRUB PLANTING 1H 11 � � V � � V � � V � � � V � � V � � bbl l Issues -, 12 15 ,I 0 LINE POST I i SCALE. 1 1 /2 - 1 0 SCALE. 1 1 /2 - 1 O No. Date Description z , �0 8' O.C. MAX. TYP. 5'HT. PAINTED ALUMINUM PICKET FENCE � � I0 �0 V 0 w w l= < w , _! ego ��fi0 SCALE: 3/8"= 1 '-0" > . -II_1 H SEED MIX; SEE PLANTING �1 r PLAN INSTALL TREE PLUMB 1 g" 10'-0" O.C. 6" GRAVEL BORROW J� 7'-0"x 4"x 6" OVAL BLACK TOP OF ROOTBALL SHALL BEAR SAME LOCUST POST. DRILL HOLES RELATIONSHIP TO FINISHED GRADE AS TREE SHALL BE PLANTED WITH TOP SURROUND -- - IN POSTS TO ALLOW RAILS TO PREVIOUS EXISTING GRADE OF ROOTBALL BEARING THE SAME SECTION TO PASS THROUGH ROOT FLARE SHALL BE EXPOSED; ----_1 \ RELATIONSHIP TO FINISHED GRADE - MULCH SHOULD NOT TOUCH TREE AS TO PREVIOUS EXISTING GRADE. Revisions �Annvnn- TRUNK TREE SHALL BE PLUMB AFTER No. Date Description 4" X 4" 5" X 5" PLACE BALL ON SUBSOIL. REMOVE AND SETTLEMENT. _ 73 OR 6"0 �X 10' POSTS 1 1 '-O" SPLIT SAWN \ DISCARD BURLAP EXCEPT UNDER BALL. 8' O.C. MAX. TYP. cv cv „ NORTHERN WHITE CEDAR \ 6 RAILS, SCARFED ENDS REMOVE AND DISCARD ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED � 3 BARK MULCH (HOLD MULCH OFF �I BURLAP, NYLON TWINE, WIRE BASKETS, \ ROOT FLARE) ETC.) ii 16D HOT DIPPED o PLANTING SOIL MIX GALV. NAIL I a, .... � i II(IIII I I IIIIIIIIII � III IIIIII Illlll�il,ull � � IIII Iliulll ui I IIII Illlllglllll III I Iluuulll I IIIIIIII III IIIIII Ilim��o Illllllli III 11 Il1illlllu II III�����11 III�i1����� I, 5'� 3 BARK MULCH 5 � �� DECOMPACTED SUBGRADE .1 ROLL BURLAP BACK FROM TOP 1/3 % 1 -7 8 ALUM. SCREW / I _ ��'c �� �, I.������. / 1 �� �� _ EXCAVATE HOLE TO DIAMETER _ c �� �c .,��� . � OF ROOTBALL BEFORE BACKFILLING. Drawing Title NAILS DOUBLE NAILS =1 I I=1 3X WIDER THAN ROOTBALL. =11 I=1 I I=111= UNTIE ROPE FROM TRUNK. Y o TOP AND BOTTOM) III %� -III - -III \ III III 12"fix 42" DEEP POST HOLE I=III= - =III=1 I=III= -III=III=1 DETAILS BACKFILL HOLE WITH PLANTING , II \� \ 1 III BACKFILL WITH EXCAVATED SOIL =III=III— - III=1111 ,III =III=III— - =III—III-11 SLOW RELEASE FERTILIZER �, 3/4" x 4" BOARD s '� I—III—III=III—_ _ _ _ solL MIx MIIMIII=III— IIII=III=1 '—I — �' SLOW RELEASE FERTILIZER & - - - -I III-1 I — —III— I-1 I I—III—III—I 11= =1 I I=1 I I=1 I I— I I I I-1 I M I M I I=1 FREE DRAINING, /III III 1= �/=III III —'I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=11 = MYC O R R H I ZAL FUN GAL I N O C U LANT —1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I yl 6 HIGH WOOD STOCKADE FENCE \ . \ - -III ,-� " -� -III 1 1 1—� -� UNDISTURBED OR COMPACTED EQ. - EQ. EQ. EXCAVATE SUBSOIL AS REQUIRED EQ. EQ. EQ. U) ELEVATION *NOTE: =III\\\ �/ ��=III UNDISTURBED SUBGRADE r SUBGRADE I \ �� /j � I i /� � TO PLACE ROOTBALL TO PROPER t � ALL LUMBER TO BE III IIII I -III -III III ELEVATION. PLACE ROOTBALL c� TO NOMINAL DIMENSIONS, DIRECTLY ON COMPACTED OR LO NORTHERN WHITE CEDAR ELEVATION 12"0 - „ III - UNDISTURBED SUBSOIL. 6' HT. STOCKADE FENCE SPLIT RAIL FENCE DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING Drawing Number U 5 , SCALE: 3/8 = 1 -0 SCALE: 3/4 = 1 -0 SCALE: N.T.S. 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(� L r) •X \\\\7 lD LU Page M of 1 L- 4 1� 301'- 11" 11" 20'-0" 20'-0" 8'-0 3/4"11'- 11 1/4" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1'-01, 3 10 10 10 10 10 10 10 10 10 All" C \ A3.o5 16.1 7.0 2 RESSET 4 A3.02 A4.01 _MEMO% , _ U 5 \ \ \ r E1 I- 3\ -- D I 6'- 10„3 ' S0 10 \ 7 S103 3.02 A3.01 \ \ \ I STAI EL 2CD _ 4'- 1B 123 �0" 1B MAIN ELE CRESSET GROVE LLC PARKING LEVEL 1 B.4 kj� l O 115 • 1B O 65 GROVE STREET GARA E W MIENS 10'-0" VEHIC L R \�, \ _4,_0„ ---23'- 11 7/8" - 107 �� o WATERTOWN, MA H ACCESS WEST - \ TENANT C ® � 10 1B 11'°B FAN KUUM 1 , IUf1 SPAC1= - � � � U � ♦♦ C \ \ \ \% \ �\� 121 II ~ 122 19,884SF I ! ENS 10 <1 B \ 3 2 1B I I 120 iu ,l w \ 1 106 \ ^ A6.02 4 6 AS.02 s EE \ \ 1 3.02 5/ s 1 B 121 122 I 105 p J 1 A3.o1 o. � 101, 103 GG \ \ \ \ 4 102 � ����� A4.o3 EMR �■ : I Ao. 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NOTE A. ALL DIMENSIONS ARE TAKEN TO FINISHED FACE OF WALL, FROM COLUMN CENTERLINES OR TO THE FACE OF THE EXISTING 1 PRECAST CONCRETE PARKING STRUCTURE FINISH MATERIAL, UNLESS NOTED OTHERWISE. CLEAR DIMENSIONS ARE TO FINISHED FACE OF CONSTRUCTION,AND 2 CONCRETE INFILL AT REMOVED ELEV SHALL TAKE PRECEDENCE OVER ALL OTHER DIMENSIONS. 2A CONCRETE INFILL AT REMOVED STAIR FLOOR PLAN LEGEND 2B CONCRETE SLAB INFILL AT REMOVED ELEV B. ALL DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED, 3 PROVIDE ADA HANRAILS AT(E)STAIR AND THE ARCHITECT SHALL BE NOTIFIED OF ALL NEW PARTITION INCONSISTENCIES OR PROBLEMS IMMEDIATELY UPON 4 NEW STAIR THIRD FLOOR TO ROOF DISCOVERY AND BEFORE PROCEEDING WITH WORK.VERIFY ALL 5 NEW OPEN EGRESS STAIR WITH GUARDRAILS CRITICAL DIMENSIONS WITHIN AND/OR RELATED TO THE 0 EXISTING PARTITION TO REMAIN Drawing Title 6 NEW ELEVATOR IN (E) FLOOR OPENING EXISTING BUILDING. DIMENSIONS AND CONDITIONS INDICATED WERE DETERMINED BY 7 8"CMU TYP FROM EXISTING DRAWINGS.AL SURVEY AND/OR INFORMATION FIRST FLOOR PLAN c� NEW DOOR E C. ALL INDICATIONS AND NOTATIONS ON THE DRAWINGS WHICH CI APPLY TO ONE AREA, COMPONENT OR CONDITION SHALL APPLY c TO ALL OTHER SIMILAR AREAS, COMPONENTS OR CONDITIONS U UNLESS CLEARLY INDICATED OTHERWISE. EXISTING DOOR TO REMAIN I D. PROVIDE FULL HEIGHT STRUCTURAL STUDS AT ALL CORNERS, Cn AROUND DOOR JAMBS AND BORROWED LIGHT FRAMES AND NEW FLOOR SLAB, SEE STRUCTURAL > BEHIND ALL WALL MOUNTED EQUIPMENT AND/OR CASEWORK. 0 O E. THE HINGE SIDE OF ALL INTERIOR DOOR OPENINGS SHALL BE As indicated LOCATED 4"FROM ADJACENT CONSTRUCTION, UNLESS NOTED OTHERWISE. N 0- O N F. ALL SIZES OF EXISTING EQUIPMENT TO REMAIN TO BE VERIFIED. Drawing Number C) U O G. ALL FURNITURE SHOWN IN DASHED LINE AND NOT SPECIFICALLY a IDENTIFIED IS NOT PART OF THIS WORK AND IS TO BE OWNER A1 . 01 "- FURNISHED AND OWNER INSTALLED. r o U � ©Copyright Miller Dyer Spears Inc. CRESSET GROVE LLC 65 GROVE STREET WATERTOWN, MA B.4 B 8 /F�_)2 4 B.4 B 8 6 �. 2 3.05 3.05 4.02 i I — HIGH ROOF — - — — — 53'-8" � i I i I I HIGH ROOF 53'-8" - - l I 16.5 1�6.16I I i 4 3 2 3. 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EXTERIOR WALL � Qw x _'KING PAR IIIIIIIIIIIIIIlIll oil 0" �STL FRAMING TYP-THIRD FLOOR 28 26' PROVIDE ADA CONIC COMP HANDRAILS @ MTL DECK TYPo(E)STAIR TYP 1 � 1 LOW ROOF PARKING 3 Revisions 18 Oil 17'-4" No. Date Description �SECOND FLOOR -0" PGALVT EXT LOCATIONS 7 T 2PARKING�o X ao t �FIRST FLOOR CONIC SLAB ON GRADE 0 Drawing Title x -IALE) FNDWAL_PAR PARKING1 BUILDING SECTION 2 4 Oil 04 L( E N LOWER LEVEL kI I I I � 0" o o As indicated Drawing NumberOS M` q 3 STAGE HOLELESS � HYDRAULIC ELEVATOR UNFOLDED SECTION N N-S SECTION 3 ! A3 . 05 ry � SCALE: 1/8"= 1'-0" J U o ©Copyright Miller Dyer Spears Inc. A ID GAA GA GB GC GD GE GF GG GH I I I I I I I I I CRESSET GROVE LLC 65 GROVE STREET WATERTOWN, MA I I I I I I I I I w D � 2 D O c,.) 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A _ __ I - -, , _ - _ - - -I— , —I _� - ,_HIGH ROOF PARKING - ; HIGH ROOF PARKING Drawn By: MDS I�=' a • J� _ :- .. ... .. - , I - I I I , ;. - 1 - - Checked By: Checker - - - - - - - - - - - - • • - - _ - I _ I - - -, _ K G °° ROOF PAR IN PRECAST - - - - - - - - ' - - - I �� - - - - - - 28,-0" CONCRETE STAIR � o Issue Date: October 14, 2014 . _ _ _ THIRD FLOOR � S — , S - - 1 I I S_ � - I I S_ - -, , - - - ] , - - - - - - , _� - I _ • _ - n ,. ;. d - Issues - - _ - . ,•I - ' - I - - ' • - , _ _ ; , . _ _ GALV PIPE RAIL TYP : , _ - 1a• 1. I- I4 _. - . . . - - - ..; . ,. - I - - _ . . . -. I t ' _ ` ,. P - - - No. Date Description _ _ - -„- - a - _ - - •d — I _ -I . I, I 11141" L_1 , I PARKING 3 °° PARKING 3 - - - - - - - - - - - -- - - - -1 I- -1-, -I-,I"-�, — i 17 4 _ 17 4 �T T ea 1 - � j . ` - ; " - ; - - � - - r - - . l _ - - . SECOND FLOOR - - c `F--ram: - _.a- ,- -J ,./. .. .. a. I�. 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