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HomeMy Public PortalAbout2021.05.06-ReducedSGAPlanSetN O N N O N LL) 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 Drawing List - May 6, 2021 Sheet Number Sheet Name 01) General G-000 Cover 02) Civil C-000 Existing Conditions Survey C-102 General Sheet Notes C-301 Site Layout Plan C-401 Grading and Drainage Plan C-501 Utility Plan C-601 Soil Erosion & Sediment Control Plan C-602 Erosion and Sedinment Control Notes and Details C-901 Detail Sheet C-902 03)Landscape Detail Sheet L-101 Landscape Overall Plan L-Figure 1 Existing Parking Setback Exhibit L-Figure 2 Proposed Parking Setback Exhibit L-Figure 3 Existing Parking Area Landscape Exhibit L-Figure 4 Proposed Parking Area Landscape Exhibit 05.2) Architecture A-100 Context Plan A-101. Level 1 Overall Plan A-102. Level 2 Overall Plan A-103. Roof Plan Overall A-201. Exterior Elevations A-202. Exterior Elevations A-203. Exterior Renderings PROJECT TEAM: OUTLINED PLANNING BOARD SUBMISSION MATERIALS ARE NOT INCLUDED IN THE 5/11/21 CONSERVATION COMMISSION FILING BUT ARE AVAILABLE UPON REQUEST. CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 ARCHITECT SGA 200 High Street Boston, MA 02110 857-300.2610 Civil Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Structural Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Southborough, MA 01772 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 1;7 i VLAA& 1 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 CIVII Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Structural Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE fo DONS NO'C © Spagnolo Gisness & Associates, Inc. PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 DATE ISSUED 05/06/2021 PROJECT NO 005126.00 4 V �h rw TBM-3 � - o�95 20.30 � � PLEASA (PUBLIC NTSTREET R=1f42 I PU -VAR/ABLE WIDTH) � � � �.07 7s.7s 1s.4 o SB�DH(FND) �13. 19 / / CRETE SIDEWALK R-1.81 16.66Tc - - - R=13.® TBM-1 0° R=13sDa a 6.9 VGC 5.98TC i C' 16.12ec \ CONCRETE SIDEWALK O VGC 15.30BC E 14.22 / CO g 93 ,�N 6.708C 5.54BC 73. s g 8. / / R i6isa �� b E D 2RCP(o)- E E �� t E /1 74 44�C VGC ^ 3. 75 0 -� i3 188C s �?� 1-12s g12"RCP N 16. ss e� C 17. 9BC 1�135 R=16.75 S `YM 24 RCP(SiM.2 S 1=4.1 24 RCP(S E G O V R=15.61 E 372TC 8 c �f 3 5 78 VG E \ \ 13.748C p7 G p 3 8 S 1g. TC 11 C R=17.09 D \ ( ) E 3. 76TC 73 1 R=13.04 G 0 R 4 BC 1 �73 RCP REC. 3.33BC VGC G 1 �E (016.9 16.31 16.40 15.79 \ 316BC 13128C 9� �q3 U D R=16.78 (� cr 14.91 E c E C- REG}- e�O r20" �,� ®`,p1 0 1=1os a'Rca(o) 1 / a R=13.23� R=1326 J O ( E 4.42 E G ' o \ 13.94 S R=18.25 S s 1 NS6 / o 17.99 OCl R=16.69/----------------- / 13.52 Q` SB/DH(FND) 21 DOCI 29694.E 1=4.4 T - - - -1 216C 5.923C ti rREC. 8.40 I 2'RCP(o) - 17 i T T - a R a a.9 24 R O 13.65 / / 13.39 R=13.32 _ R=1s.4� \ CONC. N78'----4-T 7 CPO D D = S Tom- 7.76TC CONCRETE SIDEWALK 6.64 94 _ _ 14.98T / R 13.32 ( cP o ~ 4 » I G / / HW- C - 3.2 Fixr. -= .05 1� R a. D /=B 18 RCP(0) _ 10 J5O55 T T 348BC R-13.05 �p109 I =54 E 600G OF 4 1� /75598C i v 1736 W GRASS 41 1 - - - _ _ \ T 4 12 C 1 �t� �127 45' a.93 11�1 s' of R_648•58 GRASS7. 7 / HW / 15 65TC R=1, 149.34 R _ E W r 6.268W , m� ! - T T 13 TC E ! H q 18.21_ ��' L S • i S HW 12"RCP(0)- �ro L 279 49 1 - - - M&S 3 3„ 3 � „ . >. 43TC 3" 3 T CONC SIDEWALK � M& - - - - 95- - -i5.8� C 15.45TC (� 4 • 4 y4. 2B E 3 07TC -72"RCP(0) D 1a12T i / ^ 4" 15.37TC _ 17.7 v v �y 4.968C 14.978 4.8 4 M&$ 4 4 4N kC-'f 91.73.49 db� 13 033C 3 1=IR=19.12 ^ E 3A • 3„ 11.91B0 \ 4" 4.5� \ nc� y 14.47BC 4" 4"1 9 4 p 73:0 TC \ 4' 4" 3W 4 NC• WAI.� �� i \ ` 14.64� 0 14.19 - � � - - 1377 VGC 1327 C 733 M&S 4 • 4 6' 4' 4" B 4• 4., 4:. 2 13. 13.E _ C 1374 C 3.( 799TW 0 \ 14.0 \ - _ _ - - - 13.73 - - 8B a.68 4rw 111.2a53gC \ - 13-Bs- -14- - - - - - TEL PHON AND - - - - - - - osec i2 slec 4 R=19.66 / �P 5 11.59 I IT CONC. 13.65 4 m� �� 5 4 _ 15 N N� O TEL PH SEMEN O o sor. 137 ° ^ a O D C #71 418 / STEP .� \ _ BOOK 6826, AGE 1 3 S J� 3 � m � 11,73 17.57 N � � � � / o °' Na _ 12.16 ; BIT CONC. _ - - / _ c� _ _ _ _ _ _ _Go O \ C7 2.81 12.45 - - ~ - - \ 12.26 6" RD 19.69 \ BRICK PAVER PATIONACCESS - _ _ - - \ ^ \ CONC. - T. 12 7 C v4 W 11.28 11.49 4 BI C � 11.56 � � _ 12.258C O � N C14 R_O28 11.49 12 25 C �� R=1 27 p6 _ - 73 �w , R=11.41 \ \ o� ULj �+� 1 2' 2.7 1 V 12 RCP D 11.40 7 O ci ., 1• Z m� co 72"PVC(D 1=72 D naa C)n / O D R=19.38 ^ iL P 5 m W 12" s2 s� 8BC 6 s R=12. 9 acP(o imp 2 i 55 BOT-12.4 ,�V \ �/ / _ O�G' ., 4" c'c� / row= zl 12 3 N� a>w 'I / l c VGC 11.8 9 c 11.63 1 J F BOT.=a. o 2 i rg 47C 150' WETLAND 14.43 p�c BUFFER v I / / Q) G 11.29 L58 6• �y� 80 O C. ti j111TC S _ < 1.793C h • 4 71 �� M&S ,1 RQoI 0466 GN _ _ ` \ �0 h/ / U 11.35 m 3 s RD o13 N D D 6 11 � 10.69 6 10.85 � W 1 1.8 � cam) 11® 2.27TC q6 Now or Formerly \ / \ °^ 6 T 11.47 n S Y ES \ / R 1(6 12.6 COMMONWEALTH OF \ JGG / \ m AREA USED FOR PARKING °N 8 1-STORY � 3.8 ^� 7 1 _o� / W �M& / �BENO \0 11 9 ;;¢ o 89B� 1 BO�� 6" 3.31 G ° / ,'/ 1! (NO VISIBLE STRIPES) / MASSACHSUETTS ?2a�G Q�C / 1�&S M O 1 1. / / 12� 71.40 GC 1.52BC 11.43BC 92Tc tAG / - BRICK PAVER PATIO / 11.35Tc��, v - 3aTc RD W� 6" p i 11. 7 3 358C 37 �..p V COULD NOT OPEN COVER vA 73.71 ai 13.76 �a RCP(D)B D R=13. 46 W R=13.34 7 RCP 3. 4 C l=s o D_ 3 a acP(o) � 3 r -s.c VGC 3.4 of R=13.20 CC CONC. 13 1 93 m GRASS 64 6• i gG 60BG 71.69BC 1.81 C 11.75E i C• Z 11 21TC ill,. 1•ggTG O ® ^ R=11,49 ELEN P BOR 7 ® RD 11 Nc c iez � 12:2 TC 2. 12. .4 ,' 4 4': 4 a BUILDING TRA Q O C ®® T' 12. S m \ 2.58 I / /� / 2. 4 4" s" 1251 �� 31 gC VG® TL TN 1 BUILDINGPz •J9 �P ' k o hm .39 HEIGHT M&S O 11. TC M saC*.o ro e 3 \ 1.77 R=11.38 ^ 12.63 / 1 m 71.74 sn a 27,f 7� 4 (s) 1 M&S RD HEIGHT m MISSING WETLAND t s �Tc / / \ 11.77BC 3 RY WOOD p� ® 25 f > 5R h 11.80T \ 2-STO 6 i3) �v 9 D z 12. 13 FLAGS 108- 1 1O GG - - - J / / / �O ^ ^7 11.86 12" 9$ BRICK cP(oJ�`9 R .16 239 BEN \ ENT. A v Z,STORY o� i ` r h� c �g9� 1t�505� � � - \ � 11.33 a � ELEC. ENT ^ \ E� i �- 4 TRAJ S EL=1 BIT. CONC. 11.57 G 12.3 VGC \ N 1 _4 V 77CO G - / 150' WE BUFFER z48� '0.6 / M&S` \ V CONDOMINIUM UNIT 1 3� 2.3 D'-107' \ p^. 9,5 a 1 1 15 / / m 4%, • / / / /o ° \ CONDOMINIUM UNIT 2 \ °yA�NFX l "� R=11.08 'ems 71.69 1°6G / / \ G 9r, / Now or Formerl AD MTL ENNT11 CONC Wlal HR RMR OPFCP LP 9.2 /% / TN/ 1 1 .9 \ POCK eG,�oNc / BOOK 71579, PAGE 48 71.37 t1gk / / �" TL ' i M ENT d ROOF 8Ts 4 \\ RD .52rC �_ `tiRCP \ 1 T Zn FAR r� sTEPs J ool- 1o.89 52ec MISSING WETLAND G '� �y �;� 1�-e� 11 1 / ° `IMP •�J� \ 41rs VEN RD CONC. - - - - •10 9_ \ 50' WETLAND BUFFER FLAGS 101-10 �G / / / �\ ,8.8 �� / 11. O�G' 6�/ ° 8 /\ \ \ as is 9.53 M&S o & (NO BUILD ZONE) » ��1�qG / /� D-112 �� G 3" RD 9.69 a / F g � sow '` i 8.7 / � / \ ' \ RD � \ \ / 01 � o \ / 9N.B5 12RCP \1' i10 700' WETLAND BUFFER ®95 10, 2" RD \ 6L�q a • - 9- -+l / / \, \ �o M&S BIKE RACK 5 pLR O O M&S ��03---- � G TE u` \ / s.6 P 4 40 G ° �� 97 GRAVEL 31 \ / / �• 9.SOrC 3 TC- - - - 0 12 Gpp u --------9.488C 9.0 8.958C \ ��- R ti / 11. 02 v \ 3 (�� 1 PIANrER / \ R=s.61 0�� 7 NrE / Now or Formerly 9. 10 - - / ry ` I OQ 10 (2j PLANT FIA 7 8.58 ti V 12.21 / / / / _11. 11 0 �\ 8.50 CM-2 CONDOMINIUM \ / o' w 4 \ 17 - - - - \ \ 71. >7 ° �� Q� 12" NTER x / DOC #685140 ` \ / 8.64 8.71 9.3 9.82 / Q 744 /mv.-ai - - \ \ �0 �� 2-STORY WOOD 1 8 / LOT 3 BIT. CONC. CONC' / / / 7-6- - 1�" v v ° RD MDC ACCESS \ 10M&S 6 1 / 8'♦ \ �° EASEMENT o B-129•� DOC 11435008 CONDOMINIUM UNIT 2 \12" 8• ° /`� / A �i N 03'44'43" W,% '� z WOOD 8.82 ° RD PLATFORM I e.23 / a SEE DETAIL "A" m p \44 r�ER N 23.58'22" W` 17.6 / of 8.31 ' 4, EN.9T B-13 b.T(OGE 4 i 1- / .8� TN= \ 98 10.50 MISSING WETLAND %� ° 12r01 0 / 50' WETLAND BUFFER \ m FLAG B-127 1AF/6'- / �� \ / ,�0/ / 2 (NO BUILD ZONE) \ I Q \ cv 96 O Q/ Now or m 8.51 / 9.85 ry I. CROSSRAM,LLC 1 , p � v 5 r j 8.39 8.70 /, 3 99.59 9.74 '**_1 Q / I / 9.3 C9 (REC. 8.56 CERT 247051 H ` LCC #7152D op p: Q�PI IB /00, PLATFORM 9.5 \ ♦ ` M&S 95 7ec \ ` /t�lT CONC. E $ WATERTOWN DAM \ °fir I 1 F 1 B3' \ 8.79BC ,�Q * LOT 1 2 12J / , y\ \ 9 6p C 9. 607C VGC 9. 13TC �9 �` 1 9T� � ✓ / / - C7 � �� O8.B78C / - IaIQ \P� F-1 84 qC a, 9.2 GR VEL 9.18TC / ��C 9.8 • _ ��TBO 9 / >O -��V` \ s` �. R \ \ M&S BIKE RACK c1�10.3 �9 B212S B-125 B-124 V-104 \ �. \ , �¢/ \ 9,24 9 _9- py� M&S 10.4 / \ I o�c _ v v ♦ 2 RD v � 5 �, � �,l _ 10.8 123 � o /B-\ F 9.24 \C� \G� \ `ASS 12• O �RF 11 C 1 Ci `/`' \ \ ♦ ? \GRAVEL 10 4 Cs F O F �- ,o E \ 9.0 9 9.34 9.4 Y. 8 / G `2 42 9e 1 M&S Rr) F G S 2r . 1/ \ V-1 ��G �� 7 4 c \ \•=\= \ \ \\ \ \ \\\♦\ `\ \R\N/cE TOipy \ j(g) 4" B-122 #R OOF 0O° 1 �� °41 � - RD �� Bl�lCl` ao � \ B-120_/ \ 4 3- - \ �� \ \ \ T FV \' L) 3N 1051 •b� n�/ TBM-2 NOZES,f EDGE OF Wq R ' 8s' l CONDOMINIUM UNIT 2 >'/ B- 1/ v �v v v 6 l co �� Now or Formerly 1.) BENCH MARK INFORMATION: \ \ \�(I IvQ/ 0 CROSSRAM, LLC B-121 B-1 16 \\\ \\\ �♦\ 8- uV-\ /y \ \ \ E l CQG D rn/ O� ��\ %ERT 247U51 TEMPORARY BENCH MARKS SET. F��F�\\ _ \ \ / \ 3-STORY BRICK G0� / ° o� LCC #7152D WETLAND FLAG o'`y,�\ Sy�DFO� �- - - \ 195?3• / pF / */ �� ti LOT 2 TBM-1: AT HYDRANT BOLT OVER MAIN OUTLET ON PLEASANT STREET AS (TYPICAL) 9TF,Q �\ \\��- -6- \ \ \ 70. 1 SHOWN HEREON. ELEVATION = 15.70 N° B-115 9�\\�\,L 54\� 8 RD S° C `�" or \\ �8�1 a 3 2 , / \�\ \ ZD>� ?`6''i SEE DETAIL "B" / TBM-2: AT BOTTOM STEP RIGHT OUTER CORNER AS SHOWN HEREON. 041' /�f/FO�rier7 \�.!� / \\ �s a PASSAGEWAY ' ' y 1.4 \ yq \ ELEVATION = 11.56S' C ��%� 7 _Pp DOC #19910\ h'S 0/1 l s 4 TBM-3: NAIL IN UTILITY POLE ON 57 PLEASANT STREET AS ooD �` p• \ , p�C * a �/ 2 a3 a 9.85 �7o \\\ SHOWN HEREON. ELEVATION = 18.32 r,4T� _ ` \ �� s 9.78 2.) ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 OBTAINED BY CPS OBSERVATIONS ON DECEMBER 12, 2020. \\ \ \ \ \� `�( IK \ 9.62 3.) CONTOUR INTERVAL EQUALS ONE (1) FOOT. 'moo �1.8 \ \ \ \ \ ♦ 0 ' 9.68 4.) TOPOGRAPHY AND SITE DETAIL SHOWN HEREON ARE FROM FIELD cF�AN LOCATIONS MADE ON OCTOBER 24, 2020, DECEMBER 12, 2020 AND �yT \ \ r \ \ ♦ g6 R=9.120 JANUARY 16, 2021. + F� �\\��_ \ \ \ \ 9E 9.51 R=9NID \ o � 5.) BY GRAPHIC PLOTTING ONLY, THE PARCEL SHOWN HEREON LIES WITHIN A ZONE 'h ec 1.s- -o \ \ \ \ 'I' �U .5 R=9.o9 D "X" (UNSHADED), AN AREA OUTSIDE OF THE 0.2Z ANNUAL CHANCE FLOOD, 4) N 00NSy�pFO 9.5 " ZONE 'X" (SHADED), AREAS OF 0.27 ANNUAL CHANCE FLOOD, o \ \ F • AREAS OF 19' �0 ^)�`• � � \��\�\ \ \ � �s9go p ♦ 5 ` :35 CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH ,\\\� \ \ J DRAINAGE AREAS LESS THAN 1 SQUARE MILE; \ \ 9.4 ♦ N \ U AND AREAS PROTECTED BY LEVEES � \ FROM 1% ANNUAL CHANCE FLOOD AND ZONE ';4E" (BASE FLOOD ELEVATION 4), '/ \ �\� � \ \♦\ � � \ \ \ \ THE 1% ANNUAL FLOOD (100-YEAR FLOOD), ALSO KNOWN AS THE BASE FLOOD, v /r \ZDry� 9 - - - - - IS THE FLOOD THAT HAS A 1% CHANCE OF BEING EQUALED OR EXCEEDED IN Q MDC EASEMENT \ - - g - - - ANY GIVEN YEAR AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT DOC 1435008 ��' \ gDED o 8- - AGENCY (F.E.M.A) FLOOD INSURANCE RATE MAP (FLR.M.) FOR MIDDLESEX 2 \� � \ s .�-� 7- - - COUNTY, MASSACHUSETTS, MAP NUMBER 25017CO552E, TOWN OF WATERTOWN v° � _ -06 B-103 COMMUNITY NUMBER 250223, PANEL NUMBER 0552E, HAVING AN EFFECTIVE 4- DATE - - DATE OF JUNE 4, 2010 AND SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A) FLOOD INSURANCE RATE MAP (F.1.R.M.) FOR MIDDLESEX 3 2 STORY ���- 2- -�j 5 COUNTY, MASSACHUSETTS, MAP NUMBER 25017CO556E, TOWN OF WATERTOWN WOOD EDGE OF WATER COMMUNITY NUMBER 250223, PANEL NUMBER 0556E, HAVING AN EFFECTIVE I ��• DATE OF JUNE 4, 2010. CONDOMINIUM UNIT 2 6.) WETLAND FLAGS AND LINES SHOWN HEREON WERE PROVIDED DIGITALLY FROM A c PLAN ENTITLED "PARTIAL EXISTING CONDITIONS SURVEY, 64 PLEASANT STREET, DETAIL "A" WATERTOWN, MA.- PREPARED BY REED LAND SURVEYING, INC., DATED FEBRUARY APPEARS TO BE NOT TO SCALE 6, 2017. PART OF THE DA c�ti 7.) UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND PLANS ¢�cJ \ - c ST��cTCi ¢ l CERTIFY THAT THIS PLAN IS BASED ON AN ACTUAL FIELD SURVEY AND THE P�jN OF yAs OF RECORD. THE LOCATIONS OF UNDERGROUND PIPES AND CONDUITS HAVE '�� QF •p• LATEST PLANS A DEEDS OF RECORD. -1 ' sq�y BEEN DETERMINED FROM THE AFOREMENTIONED RECORD PLANS AND ARE 'end ¢2S• ��° DAMIEN �� REFERENCES APPROXIMATE ONLY. WE CANNOT ASSUME RESPONSIBILITY FOR DAMAGES STo 1'<` RAFFLE M/DDLESEX COUNTY REGISTRY OF DEEDS INCURRED AS A RESULT OF UTILITIES THAT ARE OMITTED OR INACCURATELY' SS 6S•3 , �jT o SHOWN ON SAID RECORD PLANS, SINCE SUBSURFACE UTILITIES CANNOT BE 6¢3� h"co 05-03-2021 No.49629 PLAN BOOK 433, PLAN 10,� �, /y No F F PLAN BOOK 440, PLAN 49 VISIBLY VERIFIED. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER UTILITY OOO cqo DAMIEN J. RAF , PLS (MA# 49629) DATE ssrt .0/ LAND, OFGSUEERING BSURFACEPARTMENT STRUCTURESS SHOULD BELD BE NSULTED AND THE ACTUAL DETERMINED IN THE FIELD.L�ALL,IOTOLL �TFi �46, �4' DJR©FELDMANSURVEYORS.COM MASSACHUSETTS LAND COURT LCC 7152 FREE, THE DIG SAFE CALL CENTER AT 1-888-344-7233 SEVENTY-TWO HOURS PRIOR TO EXCAVATION. / \ 12RCP(0) LCC# 7152 \ 12"RC A =1101 jS.RGP(o) 2.52 f A RES) pINO 1-4.2 \ Oss 8�1 i LOCUS MAP NOT TO SCALE LEGEND OS SEWER MANHOLE Q DRAIN MANHOLE QE ELECTRIC MANHOLE ® WATER MANHOLE OT TELEPHONE MANHOLE © CABLE TV MANHOLE Q MBTA MANHOLE OX STEAM MANHOLE ® MANHOLE nf HYDRANT V# WATER SHUT OFF/WATER GATE ® CATCH BASIN ® ROUND CATCH BASIN 0 RD ROOF DRAIN ® FA FIRE ALARM © GAS METER • POST UTILITY POLE W/ LIGHT EM ELECTRIC METER • GP GATE POST CURB RETURN .9 GAS SHUT OFF/GAS GATE o- GUY WIRE m TRAFFIC CONTROL BOX TRAFFIC SIGNAL GUY POLE Cob UTILITY POLE LIGHT POLE WALK LIGHT ER ELECTRIC HANDHOLE i7 SECURITY CAMERA .01 STAND PIPE/SIAMESE CONNECTION nc AIR CONDITIONING UNIT -� SIGN o AD AREA DRAIN • BOLLARD UTILITY POLE W/ LIGHT QX NUMBER OF PARKING SPACES DECIDUOUS TREE DISABLED PARKING SPACE BIT BITUMINOUS co/c CALCULATED CC CONCRETE CURB CHB CHORD BEARING CHD CHORD DISTANCE CLF CHAIN LINK FENCE CONC. CONCRETE GRVL GRAVEL ENT ENTRANCE TT TOP TRAP (FO) FOUND L= ARC LENGTH LCC LAND COURT CASE M&S MULCH AND SHRUBS R= RADIUS rec RECORD SBDH STONE BOUND WITH DRILL HOLE SO. FT. SQUARE FEET VGC VERTICAL GRANITE CURB -X X METAL FENCE C CABLE TELEVISION CS COMBINED SEWER D DRAIN E ELECTRIC G GAS L STREET LIGHTING M MBTA OHW OVERHEAD WIRES S SEWER ST STEAM T TELEPHONE W WATER CONDOMINIUM UNIT 2 3 STORY \G� R \ / PASSAGEWAY BRICK\ \ �F GO / // v DOC 11199101 BST o�0 0, 4'�oF 0 041 0 DETAIL "B" NOT TO SCALE 1 KA 3 4 (i 7 8 10 11 12 13 14 15 ID 17 18 0- z 2 J Y 2 N LL W 0 U m GENERAL NOTES GENERAL GRADING & UTILITY PLAN NOTES GENERAL DEMOLITION NOTES CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE • SURVEY - "EXISTING CONDITIONS PLAN, 64 PLEASANT STREET, WATERTOWN, MASS.", BY FELDMAN LAND SURVEYORS, DATED JANUARY 16, 2021 AND UPDATED THROUGH 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES FEBRUARY 18, 2021. SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. • SURVEY - "EXISTING CONDITIONS PLAN, 64 PLEASANT STREET, WATERTOWN, MASS.", BY FELDMAN LAND SURVEYORS, DATED JANUARY 16, 2021 AND UPDATED 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS THROUGH FEBRUARY 18, 2021. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY . LANDSCAPE PLAN - "PARKING CONCEPT PLAN" BY SASAKI, DATED MARCH 2, 2021 AND UPDATED THROUGH APRIL 29, 2021. WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING . GEOTECHNICAL REPORT - "GEOTECHNICAL ENGINEERING SERVICES, 64 PLEASANT STREET", BY SANBORN HEAD, DATED MAY 8, 2019 AND UPDATED THROUGH UTILITIES DURING CONSTRUCTION. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO FEBRUARY 9, 2021. REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS IMPROVEMENTS. • ARCHITECTURAL PLAN - "FIRST FLOOR PLAN" BY SGA, DATED MARCH 26, 2021. ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND THIS IS CONTRACTOR'S RESPONSIBILITY. CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, 2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. REQUIREMENTS, STATUTES, ORDINANCES AND CODES. "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO ACTIVITY. &OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES B. NOTIFYING, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION DISTRICT, 72 HOURS PRIOR TO THE START OF WORK. HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE STATUTES, LAWS, ORDINANCES AND CODES. C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. OF A CERTIFICATE OF OCCUPANCY. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. DAN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARKOUT, IN ADVANCE OF ANY 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, EXCAVATION. RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR E. LOCATING AND PROTECTING ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION TO PROCEEDING WITH ANY FURTHER WORK. POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. F. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST G.ARRANGING FOR AND COORDINATING WITH THE APPLICABLE UTILITY SERVICE PROVIDERS FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY PROVIDER() CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. H.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PARTIES. WORK REQUIRED TO BE DONE "OFF-PEAK" IS TO BE DONE AT NO ADDITIONAL COST TO THE OWNER. PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, THE REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK AND IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF THE DISCOVERY OF SUCH MATERIALS. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE 7. THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 8. THE CONTRACTOR MUST PROVIDE ALL "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER ARCHITECT AND SITE ENGINEER IN WRITING OF ANY CONFLICTS DISCREPANCIES OR EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN. AMBIGUITIES WHICH EXIST. ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIR MUST INCLUDE THE RESTORATION OF ANY ITEMS REPAIRED TO THE PRE -DEMOLITION 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN CONDITION, OR BETTER. CONTRACTOR SHALL PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, 9. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, THE LIMITS OF DISTURBANCE UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND/OR UNDER THE WRITTEN PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION 10. CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT NEW IMPROVEMENTS AND PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS GUIDANCE IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE DONE SO AS TO PREVENT WATER MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 11. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND ALL APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS MUST BE IN PLACE PRIOR TO CONTRACTOR TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL STARTING AN EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF 12. CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FHWA "MANUAL ON UNIFORM APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN, WHICH CONTRACTOR MUST PROMPTLY RIGHT-OF-WAY. CONSTRUCTION. PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT 13. CONTRACTOR MUST CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS STREETS SIDEWALKS WALKWAYS AND DETAILS AND/OR GEOTECHNICAL REPORT. LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCEMENT OF RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, DRAINAGE OR UTILITY PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH 14. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT WRITTEN PERMISSION OF THE OWNER AND ALL RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. GOVERNMENTAL AGENCIES WITH JURISDICTION. OF CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS OR EXISTING TOPOGRAPHY LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, 15. THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. CONDITION. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 16. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, PERSONS AT ANY TIME. EMPLOYEES AFFILIATES SUBSIDIARIES AND RELATED ENTITIES AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO 19. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 17. CONTRACTOR IS RESPONSIBLE FOR SITE JOB SAFETY, WHICH MUST INCLUDE, BUT NOT BE LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING AND CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING OTHER APPROPRIATE SAFETY ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITY. WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN 20. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING ANY WORK. 18. ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION AS TO THE EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, 21. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED TO ACCOMPLISH THAT WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS 22. STORM DRAINAGE PIPE:UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH -DENSITY 19. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH ALL MUNICIPAL, INSURANCE HEREUNDER. POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR MUST MAINTAIN RECORDS TO DEMONSTRATE PROPER DISPOSAL ACTIVITIES, TO BE SILT TIGHT INT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE DR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. JOINT. C CO US S U PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. Q 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS SUCH AS SHOP DRAWINGS PRODUCT DATA SAMPLES AND OTHER DATA WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH 23. UNLESS INDICATED OTHERWISE ON THE DRAWINGS SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 20. CONTRACTOR MUST MAINTAIN RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR . FOR PIPES LESS THAN 12 FT. DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034 RELOCATED DUE DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER, AND TURNED OVER TO THE TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY . FOR PIPES MORE THAN 12 FT. DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034 R OWNER/DEVELOPER UPON COMPLETION OF THE WORK. OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE . FOR PIPE WITHIN 10 FT. OF BUILDING, PIPE MATERIAL SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES. CONTRACTOR TO VERIFY WITH LOCAL OFFICIALS. CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. ADA INSTRUCTIONS TO CONTRACTOR. RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON HAVE NOT BEEN RECEIVED. FINAL ARCHITECTURAL PLANS. CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA AND/OR ARCHITECTURAL ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH ARE NOT LIMITED TO THE FOLLOWING: OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT JURISDICTION OVER SAME. DOCUMENTS AND COMPLIANCE WITH ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR . WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED 0 CURB RAMPS SLOPE MUST NOT EXCEED 1:12 8.3 /o FOR A MAXIMUM OF SIX 6 FEET. ( ) ( ) RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. MUST BE PROVIDED. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 21AF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS INCLUDING THE NOTES CONTAINED HEREIN WITHOUT FIRST OBTAINING THE PRIOR 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 0 REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 5.0 o IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 1/4 PER FOOT OR ) ( /) OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE PENALTIES AND THE LIKE RELATED TO SAME. ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR DOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. WITH THE AGENCY WITH JURISDICTION OVER SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 30. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 31. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF INCURS. WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 25.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND REPLACE NON -CONFORMING CONCRETE. COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. CONSTRUCTION. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. TYPICAL ABBREVIATIONS KEY DESCRIPTION KEY DESCRIPTION BC BOTTOM CURB PROP. PROPOSED TC TOP CURB TBR/R TO BE REMOVED AND REPLACED BOC BACK OF CURB TBR TO BE REMOVED BW BOTTOM OF WALL GRADE TPF TREE PROTECTION FENCE TW TOP OF WALL BLDG. BUILDING EXIST. EXISTING SF SQUARE FEET BM. BENCHMARK SMH SEWER MANHOLE EOP EDGE OF PAVEMENT DMH DRAIN MANHOLE CL CENTERLINE STM. STORM FF FINISHED FLOOR SAN. SANITARY V.I.F. VERIFY IN FIELD CONC. CONCRETE GC GENERAL CONTRACTOR ARCH. ARCHITECTURAL HP HIGH POINT DEP. DEPRESSED LP LOW POINT R RADIUS TYP. TYPICAL MIN. MINIMUM INT. INTERSECTION MAX. MAXIMUM PC. POINT OF CURVATURE No. / # NUMBER PT. POINT OF TANGENCY W. WIDE PI. POINT OF INTERSECTION DEC. DECORATIVE PVI. POINT OF VERTICAL INTERSECTION ELEV. ELEVATION STA. STATION UNG. UNDERGROUND GIRT GRATE R.O.W. RIGHT OF WAY INV. INVERT LF LINEAR FOOT DIP DUCTILE IRON PIPE LOD LIMIT OF DISTURBANCE PVC POLYVINYL CHLORIDE PIPE LOW LIMIT OF WORK HDPE HIGH DENSITY POLYETHYLENE PIPE L.S.A. LANDSCAPED AREA RCP REINFORCED CONCRETE PIPE + PLUS OR MINUS S SLOPE DEGREE DIAMETER ME I MEET EXISTING I 0 / DIA. TYPICAL LEGEND EXISTING PROPOSED PROPERTY LINE ■ ■ I ------------- SETBACK -- -- EASEMENT CURB (B STORM MANHOLE 00 QS SEWER MANHOLE I%®1 IIIII CATCH BASIN 05 WETLAND FLAG WETLAND LINE x 54.83 SPOT ELEVATION 53.52 x TC 54.58 G 53.78 TOP & BOTTOM OF CURB TC=54.32 BC=53.82 50 FLOW ARROW �0 wo� PAINTED ARROW RIDGE LINE . . . . . . . . . . . - G G GAS LINE G G T T TELEPHONE LINE T T ELECTRIC LINE E E E E ly W WATER LINE W W O//OH OVERHEAD WIRE OH OH - - - - - - - - - STORM PIPE ---------- SANITARY LINE s S APARKING COUNT T SIGN T- �j LIGHT POLE ❑Q GUIDE RAIL fll UTILITY POLE A, REFER TO SITE PLAN FOR ZONING ANALYSIS TABLE AND LAND USE/ ZONING INFORMATION & NOTES REFER TO SOIL EROSION CONTROL NOTES & DETAILS SHEET FOR TYPICAL EROSION NOTES AND DETAIL ' r4wF%Z% MA&I 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 Civil Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE `�Oi B OF de4 x 7 A Fi1't_ rn AR K. I � 4$ Q�,jt_ +$7€41�C rr '(0)NA L SAC' PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: ���CJ`0N DONS FOR NO'C SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: GENERA L NOTES SHEET C=1 02 1 1 2 1 3 1 4 1 5 I 6 1 7 1 8 I 9 I 10 I 11 1 12 I 13 1 14 I 15 16 17 18 1 19 Z 5 J V 2 M E 3 4 I& 5 C: 7 F] Q7 10 11 12 TBM-3 PROP. LSA (TYP.); SEE LANDSCAPE 'D' S CONCRETE SIDEWALK PLANS / T Z_ lV ( BLIC � ✓c_E ® gi�E ° Vcc - VARIABLE �,y/DT H� S S TIYEET °s °� REFER TO LANDSCAPE s ° ARCHITECT'S PLANS FOR N86 50 20 E \ EXIST. SIDEWALK �- LAYOUT, MATERIALS, & _ _ _ -�\ p0 I GRADING FOR EXTENTS S/DE 4 \ S . CONIC /� 2 1'OS' DOC — (TODREMAIN TYP. CURBING BEYOND THE BACK OF CURB cqC PROPm SIDEWALK(SEE' 296943 O — — — _ — ) (TYP.) LANDSCAPE PLANS) I VGC VGC - - I ' PROP. CONC. ,� E CONCRETE SIDEWALK ------ DRIVEWAY APRON AND CURB CUT ' I PROP. LIMIT OF WORK (TYP.) � N R=648.58' GRASS OW��o (SEE DETAIL) \ GRASS I O _ PROP. EV CHARGING E n CONC. WALL WIGRANITE STATION �I -moms EXIST. LANDSCAPE TO REMAIN to AND BE PROTECTED / 3u_ _ - 26.0' PROP. "STOP" BAR THROUGHOUT CONSTRUCTION 4 4" PROP. STEPS (TYP.) 4" WALL 6" 4" D AND STOP SIGN _ -- (SEE LANDSCAPE PLANS) (SEE LANDSCAPE -_ __--- - C NC. 8.0' I v(,'i I IPOO p — - PLANS) � — — B/T. LUNC. S7E 5 (Z7 r0 T 4" 3" 4 TT / f, PROP. PAVEMENT (30 3 4"4 \ ` LO 1 ��1 �j STRIPING (TYP.) �� Lu DSO' 12 o Rr.0" �o VGC ' o� I• ` / 0 PROP. LSA (TYP.); TEL P N AN JCS' ASS O n SEE LANDSCAPE LEG q y S EN 1 NOW Or f PROP. PAVEMENT J I cj PLANS �J D f71 Orrnerly _� ® IN AREAS OF EXIST. PROP. PAVEMENT OOK 826, GE 1 COMMONWEAL TH OF ` v W LANDSCAPE (TYP.) STRIPING (TYP.) — �N(S MASSACH,S'UE7T _ — — PROP. PAVEMENT G Z 3 �p ® — ° ARROW TYP PROP. VERTICAL qG V ROP. FULL DEPTH-n �` _ — — — — _ ( ) GRANITE CURB G PAVEMENT MIS 4` — — — — — 4 PROP. 9'x9' TRANSFORMER GON RECLAMATION WITHIN — • •• ° •• TYP.) (TYP) 9/T. CONC. g((, M&S SITE (SEE DETAIL) Q� r I a N PAD. FINAL SIZE TO BE DETENTION BASIN DELINEATION 8,0' tS PROP. LOADING I COORDINATED WITH PERFORMED BY EPSILON 80, 8.0 AREA > UTILITY PROVIDER. Q ASSOCIATES IN OCTOBER OF PROP. CONC. WALK (TYP.) _ • I °/ S� a 2016. \ (SEE LANDSCAPE PLANS) !� Q:, MISSING © o PROP. BOLLARDS (TYP.) FLAGS w�LAo ND O I32.0 O SI 8-110 10 I � G N EGG I 4j. — � ' I- I�1 — --IVA — — ti o — o 10.0' T � � &S GRN H o � VGC I L — PROP. CONC. WALK (TYP.)— I ELEU•_i — SEE LANDSCAPE PLANS — — PROP. HYDRANT REFER TO LANDSCAPE ( ) , ARCHITECT'S PLANS FOR c V C LAYOUT, MATERIALS, & PARKING SIGN Q �iC r 4c iC iC �D-1 M 1 PROP. ACCESSIBLE GRADING FOR EXTENTS _ �C PROP. 8'x8' SWITC / I ` BEYOND THE BACK OF CURB — — FINAL SIZE TO BE COORDINATED W 5' SETBACK FROM 150' WETLAND (TYP.) PROP. BOLLARDS (TYP.) BUILDING (TYP.) O UTILITY PROVIDEI BUFFER 111 / E EXISTING 3 STORY jo, Pco ` BUILDING GONG N 6� 46,850± SF FOOTPRINT D:�1 03 D-104 LL _ FEMA ZONE AE LINE (BASE FLOOD ELEVATION 11.25) BASED ON TOPOGRAPHIC SURVEY B-129 -128 / 8. N 23°5822,, / w 8.31 IG B-127 A 0 G GG� PROP. LSA (TYP.); \�' o SEE LANDSCAPE 100' WET PLANS LAND BUFFER PROP. CONC. WALK (TYP.) (SEE LANDSCAPE PLANS) / PROP. CONC. WALK (TYP.) / (SEE LANDSCAPE PLANS) — o — _cc; --- \ 20.0' 13 14 SITE INFORMATION 1. APPLICANT: BERKELEY INVESTMENTS 125 HIGH STREET SUITE 531 BOSTON, MA 02110 2. OWNER: BERKELEY PLEASANT ST. OWNER LLC 125 HIGH STREET SUITE 531 BOSTON, MA 02110 3. PARCEL: 64 PLEASANT STREET CITY OF WATERTOWN MIDDLESEX COUNTY, MASSACHUSETTS <' V �V S O �E v' O° EXIST. SIDEWALK, CURBING AND RAMPS \ T E (TO REMAIN-TYP.) 15 16 17 18 ZONING ANALYSIS TABLE ORMANCE (R)- RELIEFPOTENTIALLY REQUIRED ZONING DISTRICT CENTRAL BUSINESS OVERLAY DISTRICT N/A REQUIRED PERMIT SPECIAL PERMIT/VARIANCE ZONE CRITERIA REQUIRED EXISTING PROPOSED MIN. LOT AREA 110,112 SF NO CHANGE MIN. LOT WIDTH 229 FT NO CHANGE MAX. BLDG COVERAGE 46,850 SF NO CHANGE MIN. FRONT SETBACK 49 FT NO CHANGE MIN. SIDE SETBACK 1 FT NO CHANGE MIN. REAR SETBACK - 0 FT NO CHANGE MAX. BUILDING HEIGHT 55 34 FT NO CHANGE MAX. IMPER. COVERAGE 100% 90% 91%± PARKING SPACES 162 129 (7 W/IN 5' OF BLDG) (E) 149 (R)(1) (TOTAL) - 14 TANDEM (R) - 4 PARALLEL 14 W/IN 5' OF BLDG (R) ACCESS. PARKING SPACES 5 5 5 MIN. PARKING SETBACK 5' 1' (E) 1.25' (R)(2) MIN. DRIVE AISLE (TWO-WAY) 24' 19' (ONE WAY) (E) / 23' (TWO WAY) (E) 24' BIKE PARKING SPACES 10 18 > 10 EV CHARGING STATIONS 0 0 4 MAX. DRIVEWAY OPENING 24730' (4) 24' 26' (4) MIN. INTERIOR LANDSCAPING 5% OF PARKING AREA 0% (E) 0% (5) MIN. LOADING BAY 0 0 0 (6) PARKING STALL CRITERIA STANDARD: 8.0 FT x 17 FT TANDEM: 8.0 FT x 17 FT USE/CATEGORY: RESEARCH & DEVELOPMENT BICYCLE PARKING: REQUIRED PARKING: 162 SPACES 1 BICYCLE SPACE FOR EVERY 15 CALCULATION: GROSS SQUARE FOOTAGE: 97,000 SF AUTOMOBILE SPACES REQUIRED PARKING FOR R&D: 1 SPACE/600 GSF 149 AUTOMOBILE SPACES' 97,000 SF' (1 SPACE/600 SF) = 162 SPACES (1 BICYCLE SPACE/15 AUTOMOBILE SPACES) = 10 BICYCLE SPACES ACCESSIBLE PARKING CRITERIA STANDARD: 8 FT x 18 FT STALL (MIN.) 5 FT x 18 FT AISLE (MIN.) VAN: 8 FT x 18 FT STALL (MIN.) 8 FT x 18 FT AISLE (MIN.) 101-150 SPACES = 5 MIN. ACCESSIBLE SPACES 1 ACCESSIBLE VAN SPACE PER 6 STANDARD ACCESSIBLE SPACES (MIN.) (1) PARKING SPACES ARE REQUIRED TO BE A MINIMUM OF 8' IN WIDTH BY 17' IN LENGTH CONSISTENT WITH EXISTING PARKING SPACE DIMENSIONS. (2) THE SURFACED AREA OF OFF-STREET PARKING AREAS IS REQUIRED TO BE SET BACK A MINIMUM OF 5' FROM ALL BUILDINGS AND LOT LINES. (3) EACH REQUIRED OFF-STREET PARKING SPACE SHALL HAVE DIRECT ACCESS TO AN AISLE OR DRIVEWAY HAVING A MINIMUM OF 24' IN THE CASE OF TWO-WAY TRAFFIC (4) NO DRIVEWAY OR SIDEWALK OPENING PROVIDING ACCESS TO AN AREA OF REQUIRED OFF-STREET PARKING SPACES MEASURED AT THE STREET LOT LINE MAY BE MORE THAN 24'. DRIVEWAY OPENINGS MAY BE UP TO 30' IN WIDTH TO PROVIDE LOADING ACCESS. THE PROPOSED DRIVEWAY OFF OF PLEASANT STREET PROVIDES LOADING ACCESS. (5) AT LEAST 5% OF THE INTERIOR OF ANY PARKING AREA WITH 20 OR MORE SPACES SHALL BE LANDSCAPE. PER 6.02(K), THERE ARE NO EXISTING OR PROPOSED STAND-ALONE LANDSCAPED ISLANDS ON SITE. (6) LOADING AREAS ARE PROPOSED IN PLACE OF FORMAL LOADING BAYS. LOADING BAYS, IF PROPOSED, ARE REQUIRED TO BE NO LESS THAN 12' IN WIDTH, 14' IN HEIGHT, AND 30' IN LENGTH. EXIST. SIDEWALK, �. SRIy S 78°1p SO„ E OT CO cr` (TORRI EMAIN-TYP.) NG AND PS 4" NC. S/DEIvgLK �� VGC ' o .o 5 ion 4" CONC. ao, \-PROP. FULL DEPT J RZso GROSS PAVEMENT RECLAMATION WITHIN 0 9111 6- SITE (SEE DETAIL) PROP. LIMIT OF o C PROP. "STOP" AND WORK (TYP.) N "DO NOT ENTER" BAR S ® O AND SIGNS (TYP. OF 2) j� 13 'S'2o, Q \ ® cc m \\ OQ \ c V ;EAR. O V \ v \ 6 h PROR HYDRANT 5' SETBACK FROM BUILDING (TYP.) co 0 �0 / / Dc C'V �(O Now or Forrnerly RMR OPFCP LP BOOK 71579, PAGE 48 �O�c�vG B O 1 BAP �� �'o� ♦S' ` �, R5.0' °j © OD 25 �G © o I B-124 V-104 ` / �� ROP. FULL DEPT 06 - ® �� O o PAVEMENT \ ti RECLAMATION WITHIN B-123 —\ VGC SITE (SEE DETAIL) �4 PROP. BIKE RACKS �l � FEMA ZONE AE LINE (BASE H FLOOD ELEVATION 3.75) BASED - _ (10 SPACES) ON TOPOGRAPHIC SURVEY V-105 480, GRAVEL (SEE LANDSCAPE PLANS) P c� PROP. LOADING AREA B/KE RAC g0 B/T. CONC N PROP. PAVEMENT WETLAND DELINEATION PERFORMED �6N` \ ` ` STRIPING (TYP.) NOW BY EPSILON ASSOCIATES IN B-122 ♦ - 1 \ Y or FOrmeNy OCTOBER OF 2016. __l/ \ \ — VV ASO p` CROSSRAM, LLC h R3.0' / O \ o I / \ R5.0' 5� ` PROP. "STOP" CERT 247051 BANK DELINEATION PERFORMED • 3 � \ � C BY EPSILON ASSOCIATES IN 8 ® 5 \ yv� 8� "DO NOT ENTER" OCTOBER OF 2016. B-120_ r 119 \ / \ \ \ �S 3 / \ R _ L OT7 j520 ' 7/Q e_ U Il - EDGE OF�'gTE118 ♦\\\� B 121 R - PROP. ACCESSIBLE m�5 � 4 S A► / n FEMA ZONE AE LINE (BASE B-1 1 ] \ PARKING SIGN \ 3 (g 4 / PROP. CONC. WALK (TYP.) \ R2.0' �yET FLOOD ELEVATION 3.75) LAND FLAG BASED ON TOPOGRAPHIC � / (SEE LANDSCAPE PLANS) \ �° C (TYP/CAL) SURVEY B-1 1 g ` ` p f ♦ Z�N ��� ,� PROP. CONC. WALK (TYP.) (6J `, PROP. LSA (TYP.); \\� iS (SEE LANDSCAPE PLANS) O PLANS NDSCAPE \ o�IQ 61 Now 9F�6 F9�OJ \ \ ` PROP. LSA (TYP.); /LJ�O or For B-1 15� 4 7gti \ \ / SEE LANDSCAPE 1&14 N1 �7er • , J 1, ) PLANS ss�Cysq`Tyy FEMA ZONE LINE \ B-114 �2O'VE'� � � \ � o G m �.� —Now or F BASED ON FFIRM EMA / \ ZoNF'r �SNSy��Fp \ \ \ \ ` ✓ / '� ` V� ' �0� CROSSRA ormerly �p �T 2�' LCC J7152D °'C- /y— ` — �Oj S / LOT 2 JS -110 PROP. HYDRANT R2.0' •O R10.01- — M&S I 2O O \ \ PROP. PAVEMENT Now Or �1_ — \ \ 10" IN AREAS OF EXIST. tip 011-2 CO LANDSCAPE (TYP.) NDOMINIUM \-PROP. FULL DEPT offDOC #6'85140PAVEMENT O LOT \RECLAMATION WITHIN `�' N o1 BIT CON( SITE (SEE DETAIL) S o / \ PROP. LSA (TYP.); J p LC I \ PROP. VERTICAL f' -102 \ SEE LANDSCAPE 180' (NV.) S ® I GRANITE CURB PROP. PAVEMENT 4 \ 50' WETLAND PLANS R5.0' ' 2 A E qo /L (Y .) 1 ARROW (TYP.) /N DAM I � RISLQPE V-101 6'°L4TFOR \" (NO BUILD ZONE) NI-1 y � � (2.5 f A REs 0 I M V-103 — Q< 80, THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES 20 10 5 0 20 1 "= 20' C:1UserslryuullOneGtivelGeskloplR4PJRCH SGaR132015SCJLLopaRG&198i3830.jpg 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 CIVII Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE 0'F A fiYt_ rn AR w1 F y 0' +$lff4 'ONA L 0A PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: 103GIO, CONS NCB FOR SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: SITE LAYOUT PLAN C=301 1 2 3 4 1 5 1 6 1 7 1 8 9 1 10 1 11 1 12 1 13 14 15 16 17 18 1 2 3 4 5 0 VA 8 Ire 10 11 12 13 14 15 16 17 18 0 z 20.30 c& &6- g i R<l n m 67 /V TVBL, 18 69 R=16.y 93B y D 6g L E /=,aA '"E - 1670BC �s(.`•66/r]�C'L� WIDjH) TREET 090 6,1ZBC \ 15, 65 / R=17.09 D D 16. ,z o1- E 5 ggT R=18.25 S �c , ��J* R=16.75 = s E �5.'S4BC �37�� CJ i 15. C _ \ T •REC.?OJ 16. 16.81 (REC. z*�zcv/shwz E�� A ( 15.64. 1 ^J \ 18.40 _ _ - - �C\ �' D R=16 M 16.40 =� S f4. 'C R=13.8.3 O R=13.67 \ S 7?.46 , /� l DOC# 29694 / R=16 69 3 n RDl 16.) 7 %(REC. 14. E O 1 .22 ® TBM- 1 SB/DH(FNp) D r2 acr(o) \121 4 R= f3.42 76TC R=614.91 ... PROP. STORMTECH SC-310 STORMWATER 17 4 \ low SYSTEM (42 CHAMBERS; 6 f E f 1 �- D R=19.f2 18.21\ ww � 18 J 1 _ 4 ' ROWS OF 7 CHAMBERS) - - - LAl ' TC=15.6-� TC/BC=15.5±M.E. TOP OF STONE=9.83 `� 1/6BC R=13o4 3 q0g0 HW ^HW E ��� HW BC=15.22 ' TOP OF CHAMBERS=9.33 SPw BOTTOM OF CHAMBERS=8.00 13.52 15 9_ a R=13.23 E 7' - -- _ BOTTOM OF STONE=7.50 �. -------------- 15.7 �- �� APROX. GROUNDWATER ELEVATION: 5.50 a� p ass69 14.68 4" 4.� �2» 15- - � PROP. WQU 2 4 pinw4 y1 ' " \ \75TC=15.5 s!7RIM =14.0 =-C R= T __==--- 1�.7s3gW g BC=15.3 INV. IN = 8.31 v, + R=13.32 ? PROP. OCS-1 TC=12.7 1`� �iaG �� \ T s� D ,� ,s RIM = 12.5 ® / -- --'` 0' �� INV. OUT =8.06 =13.05 0 19.38 - - - - _ 16 / 3 BC=12.2 TC=14.0 " t2°1 WEIR WALL =10.1 1, 11.59 1 '� TC=14.8 4" B T INV. IN/OUT = 8.0 4 4. _ \ - 1.73 11.57 �S i BC=13.5 _ - 14 - BC=14.3 S o \ g36� O TC=14.5 r 14 11 LF 12" HDPE PIPE TC=14.9 1s Y __ T TC=13.5 °i �'% S = 0.5% BC=14.4 4" 4" BC=13.0±M.E. / S 7 \1. 7 s BC=14.0 �� /� 13 �h 11.49 ��� I " QD - TEL PHON AND I f 1.4s 0.5% 14.43 I / TC=12.5 7 01 68 LF V' HDPE PIPES 72 LF 12" HDPE PIPE S = 0.5% -o� � - - EG per/ - - 1¢�� - - - - - - T o _ 4 1 1 LF 12" HDPE PIPE �- - INV. = 8.0 HBO C #71 418 `� S = 0.5% 27 _ ml INV. = 8.0 5826, PAGE 1 3 1 Cr CROSSING: 1 BC Q 11.35 �CB-3, - _ - � � ~ 13 48 LF 15,,, 15" 15" DRAIN INV.=8.00 TC=13.4 \ + 11.29 PROP. _ 5 LF 12" HDPE PIPE - - - PIPE S = 0 0° E/ CONCRETE ENCASED BC=12.9 PROP. CB-4 RIM =12.2 _ - L INV. = 8.0 S = 0.5% PROP. WQU 1 /o L L 72116 PROP. 8" PVC DRAIN a W INV. = 8.0 - _ N I\ RIM = 11.7 _ INV. = 9.2 " / TC=13.5 y RIM = 11.8 TC=13.3 7 \ / / INV. = 9.01R BC=13.0 a - ,z PARK r PIPE TO CONNECT TC=13.0P(ol� 11.56 J DETENTION BASIN DELINEATION7� I a - INV. O (DMH-3) = 8.28 BC=12.8 12.2s \ 01a( / / - - /5 TO EXISTING � BC=12.5 - / 0 ASSOCIATES IN OCTOPERF"ED BY BER BER OF LON` - - t �3 ` , /\�' / / �� \ •i 13. d - OD INV. OUT = 8.03 12 2 12.1 PROP. DMH-1 SERVICE. a TC=13.5 12 59 LF 15" HDPE PIPE 2016. / / " / R 11/9 / \ RIM =12.8 BC=13.0 ,2.acelo 1421,6 PF 1 W U) �i S =1.0% 12.2 INV. IN (CB-3) = 9.06 n - - ^ \ 1 4 C F �j9 ` \ � 12.83 � / p/P TC=12.3 1213 MISS/NG WET TC=12.8 �c S, \ / '5 �9k / INV. IN (CB 4) = 8.67 f'4 PROP. CB-1 1 fo.85 1 1 % E BC=11.8 � LAND 1 /' \ 4 BC=12.3 0 � �• ( �e E FLAGS 108-110 12. GF I INV. OUT = 8.67 1 RIM =11.5 / 16 LF 12" HDPE PIPE ®�/ E 11,57 i 11 >SQ��� ` - _ / / VAN - _ - - - 2 / INV. = 8.43 / o S = 1.0% -11� PROP. CB-2 63 12. -' / / - y Q INV. = 9.0 10.0';: E I ^ /E / �, RIM =11.50 -6� INV. = 8.63 n l 3 - - \ / •� - -•ba ' c� 37 LF 8" HDPE PIPE 1 . 2 S � - 7\ � y ELEC 1 t9�5� ggCC r \ t� 11.33 7 S = 0.05% - I B 1 ` " 12.3 TC - - 1o.6 \ N / • 12.9 TC=12.7 I a I I o I sv / / 11.4 TC=12.8 BC=12.2 PROP. 6" ROOF DRAIN N - \ o BC CROSSING: �( D-1 / BC=12.3 COLLECTION PIPE (TYP.) 1 (^' rC - - - TOP 6" SEWER=6.98 ti 11.69 / 95 j' - TC=12.3 TC=12.5 \ � / � / / 11.6 � 3 - TC=12.0 12" DRAIN INV.=8.43 � \ .� TC=12.3 BC=12.0 4,1 BC=11.5 BC=11.8 h INV. = 9.0 150' WETLAND BUFFER INV. = 8.2 BC=11.8 fG CROSSING: 13.4 TOP 6" SEWER=7.03 / 1 2 01 O TC-13.0 6" ROOF INV.=8.40 g 1 / / 2 11' �' 1 �o TC=12.1±M.E. R'� ` BC=12.5 \1.8 -11BC=11.4±M.E. o P EXISTING 3 STORY PROP. CONNECTION TO / 2 8� 1 1 / v c0 BUILDING PROP. N.DM4 8.7 /� 16 �2 46,850± SF FOOTPRINT �R 1s 9- -Q-�5 �' \ , / �08 PROP. DOWNSPOUTS TO BE TIED��%fi 10 _ � 085 INTO PERIMETER ROOF DRAIN - - ' R,1 WITH CAST IRON BOOT AND 02 g1 0ti / p CLEANOUT (TYP.) / 1 - � �'�' / o INV. = 9.0 f 1.19 1 7 100' WETLAND BUFFER / FEMA ZONE AE LINE (BASE �0/ ` , 11.1 INV. = 8.6 / J - FLOOD ELEVATION 11.25) BASED ` IN - COLLECTION PIPE v ON TOPOGRAPHIC SURVEY (TYP.) g.6gBS 10.6 _ _ g 58 INV. = 6.6 PROP. CONNECTION 8.6 1"zri,�ns TO EX. DMH _ TC=10.5 _ - PROP. INV. = 5.4 B-129 \ M 0 BC=10.0 53 - \ �w� C 1 - BC=10.5 \ TC=10.7 W D� �128 4 INV. = 7.5 _ \ BC=10.2 _W_ r y 95 I TC=10.5 � 8.50 4 a ry.. / 11. 0BC m 48 LF 12" HDPE PIPE 8.80 - - 10 � I /� ` S = 0.6% - INV. = 6.5 \ \ w - w - - s i2 1(R�c} o WETLAND / ` PROP. CB-5 - ` \ �-. 864 PROP. OCS-2 IG B-127 r �12D11- /% / RIM \ [�C - PROP. 15" RIM=9.5 8 I 7152� - - 87 WEIR WALL = 8.0 ' ' INV. = 6.25 � R- .5 TC=10.5 \ INV. = 6.0 I I F INV. IN/OUT = 6.0 P 10 LF 12" HDPE PIPE / \ BC=10.0 (REc. I ,ZOJ INV. = 6.0 15 s 8.23 6� 9.82 m I S = 0.5% /65 LF 15" HDPE PIPE S = 0.0% 1L INV. = 6.5 VN DAM / / / h' S0' WETLAND BUFFER h I -JI I •y(u) E (No BUILD ZO/VE) ` - ® h _ $- _ - �� 13 LF 12" HDPE PIPE / �� �\✓ / �8� /� 9.5 �\\ � INV.-7.5 \ � S=0.5% ) PROP. CB-6=.29 RIM=9.00 I • 3.4 / V-103 \ �� (REc. INV. = 6.37 EXEC. 6 0 39 B z 1 l3 1 ♦ \ \ \ `(RECNV. = 6.0 QD ON55 pE gU� 50 LF 12"HDPE PIPE S - ° T LU B-124 V-104 \\ \ BC=10.0 / - E N PROP. CB 7 96 s v \ PROP. 8" PVC ROOF / (EC. �, - 9.5 9-123 35 . \ \ \ \ �_� \ DRAINPIPE (TYP.) . I 6 i INV. = 6.7 FEMA ZONE AE LINE (BASE - \ 7gg ' l w 870 PROP. WQU-3 Q �° FLOOD ELEVATION 3.75) BASED 2. ` \ 2 9.2 57:�F3 99 RIM = 9.1 / ON TOPOGRAPHIC SURVEY V-105 \ \ \ \ \ \ \ 887Bc / PROP. STORMTECH SC-310 STORMWATER / P 9.8 RETENTION SYSTEM (42 CHAMBERS; 6 INV. IN (CB 6) = 6.32 ROWS OF 7 CHAMBERS) / INV. IN (DMH-2) = 6.32 9• s.es / WETLAND DELINEATION PERFORMED V I \ \ �, \ \ INV. OUT = 6.07 BY EPSILON ASSOCIATES IN B-122 1 �� \ Ss \ �\ \ \ \ y��4z 9 8 TOP OF STONE=7.83 \ �y ,\• OCTOBER OF 2016. \ - -TOP OF CHAMBERS=7.33 / \ r)! ? \ .J� \ \ 8. \ - r, \ \ BOTTOM OF CHAMBERS=6.00 9.8 \ \ 6 \ \ \ 50 / BANK DELINEATION PERFORMED \ \ • \ \ \ \ \ \ BOTTOM OF STONE=5. BY EPSILON ASSOCIATES IN NAV \ C\ \ / APPROX. GROUNDWATER ELEVATI0N=3.50 yv� °�1� 9.8 OCTOBER OF 2016. \ B-120✓ \1�9 s \ \ \ INV. = 6.8 \ \ / TC=10.5 / \\ \ \ \ \ \. TC=10.6 S B-121 \ \ \ ` BC=10.0 TC=1.8 10• 4"9 BC=10.1 FEMA ZONE AE LINE (BASE B-1 1 \ \ \ \ \ \ \ \ \ .8 9.8 9.8 , (R FLOOD ELEVATION 3.75 \ \ \ \ \ \ \ \ ( 4" ��a \�c TC=11.0 �o /� WETLAND FLAC BASED ON TOPOGRAPHIC \ \\ \ \ \ \ \ \ \ \ass \ ��` / 11.2 \� BC=10.5 C (TYPICAL) SURVEY 8-116 \\ \ \ \ \ \ \ 10.5 11 �Os BC=10.0 REC _ \ \ \\ B-115��\\\ `F�-s_--` \\ \\ \ ° � TBM-2 \ \ U FEMA ZONE AE LINE \\��14 ¢ 32 _ / \\\\ ZoN�'� �yr�\ \ \ ` \ "�tiry° BASED ON FEMA 1.7 FIRM 10.1 TC=10.8 BC=10.3±M.E. \ \\ 7- INV. = 8.0 -s \61, .° 1 \\ \\\ \ 6 \ \ / \7q i / ` 9.73 \ m \Te9.78 Q 1 2 3 4 5 M 7 13 0 10 11 12 13 1 13.71 13.76 eas D R=13.46 ,z p' R=1334 i_ao D .J J8winiy- 15 O THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL GRADING &UTILITY NOTES 20 10 5 0 20 1 "= 20' 16 17 18 MA&I 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 Civil Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE x `ikiOFd G 2.4 AR w. L +ST€5fr PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: ��vC DONS OB NOS F SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: GRADING AND DRAINAGE PLAN C=401 1 2 3 4 5 C: 7 8 9 10 11 12 13 14 15 16 17 18 z `1 2 Cl: LL w 0 U m Q R=18.25 S Y m -12 R=19.12 \ / D R-19 '8.38 F2.4 TBM-,3 �II P o a PROP. SEWER E� - _ _ CONNECTION INV. (EX.) = 4.30 (VIF) BLIC p a INV. (PROP.) = 6.20 PROP. GATE VARIAB Ty a VGA LE WID ' 12Of- s VALVE (TYP.) STI'?EET R=16.75 f (REC. 24- - ( O 12 p R=167a o . \- �- CONCRETE S/OL WgLK R=13.83 1 _ ; 12e cn i �4' (REC. \ - _ gl - N _ cS 16 ® TBM-1 D � - _ a I PROP. GAS LINE T _ _ 1? ' d E R=1645� o PROP. 6" DICL FIRE \ _ _ PROP. SEWER -4 CIDam PROTECTON WATER PIPE ' E- CONNECTION �� ---_ o PROP. 4" DICL DOMESTIC \ INV. (EX.) = 4.10 (VIF) / �,Nw WATER PIPE ' �' / (�INV. (PR.) = 6.10 -----. ....-- - ITEcLA� _ .am low 4 PROP. SMH 3 4" 4- CONC. WALL RIM = 14.0 INV. IN=6.85 BIT CONC. PROP. SMH-2 INV. OUT = 6.75 \ RIM =11.5- 6 / STEPS INV. IN=7.73 S�\Oi4p4 � INV. OUT = 7.63 g' SD S 0 p1 \ \ \ K p^ PROP. 4-4" TELECOM S'S CONDUITS O _ TELEPHONE AND 0 - TEL �q - - - - T- Now or Formerly I / / / \ Z o G! -w PROP. VI TEE n - �00'�6826Doc 71 PAGE 163 COMMONWEALTH Of � � � / I MASSA C \�\ / / _� JQ wow HSUETTS \ vGGC�j �_- __ _------- \ \GONG• / / - - _ - DETENTION BASIN DELINEATION'S l `` V - ,Zi V&S C/oR=11.41 16LFOF6" \ 8 " / / - - I STEFISa o _ 12- 2 SDRLF PVC; PERFORMED BY EPSILON - - 1h' / / \ i iO/YG r'S Q S=0.01 _ ASSOCIATES IN OCTOBER OF / / / / D/NG, _ 2016. I / / ' / R=11/F9 / \ PROP. 6" DICL �- /\ / 9k / WATER PIPE - 0.69 \ MISSING WETLAND I 111' FLAGS 108-110 ° / N C / / - _ VG / / `' VAN - _ - /O PROP. EVERSOURCE PAD MOUNTED 10.0' T EvQQ�� vGG - - - / -4 \ I - - TRANSFORMER (9'X9') �E E E - - / PROP. HYDRANT T ` Bol? - i CONCRETE ENCASED o g VGC _ - "S! ELECTRIC DUCT BANK TO o 1C MAIN SWITCHBOARD IN - - �rg PROP. SEWER ` ELECTRIC ROOM _ ROP. EVERSOURCE PAD CONNECTION AT 150' WET PRIMARY SWITCH (8'X8') LAND BUFFER EXISTING TRANSFORMER BUILDING CONCRETE SIDEWALK VGC R- E , /=,as R=17.09 L O / 16 g DOC f 29694-Y R= rz'1rcwNl _ ,-ss \ CONCRETE SIDEWALK \ n GRASS � R� 04 // t R_ R-13.32 �05 ~�o�• D l e3oJ �PoS t2,RGp�s 9 7. E- 4� CO1VC SIDEWALK M M&S Q _ 6" 4"Er PROP. SMH-1 RIM = 11.5 INV. IN = 6.84 INV. OUT = 6.74 Z:UH W� M&S Q) C m PROP. CONCRETE \ ENCASED ELECTRIC DUCT BANK /Ill INV. = 8.30 (MIN) TO BE REMOVED -J - w PROP. HYDRANT SEWER PIPE WITHIN 10' (VERIFY EX. WATER OF BUILDING SHALL BE SERVICE) \ 38 &- - EXISTING TRANSFORMER \ 7 �•( / / TO BE REMOVED C.I. BY PLUMBER (TYP.) e EXISTING 3 STORY \ Q 111 / / / / P� \ PROP. GAS METER PROP. SEWER A� j 112 BUILDING CONNECTION AT BUILDING �G• '2 \ 46 850+ SF FOOTPRINT INV. = 7.00 (MIN.) C/ 9 p-��S - / 100' WETLAND BUFFER = FEMA ZONE AE LINE (BASE C/o - FLOOD ELEVATION 11.25) BASED ON TOPOGRAPHIC SURVEY _ i1-1 _ C01 II _ C/o _ 12'\ B-72g� \ °^ti GRAVEL ��• I ---__--- _ _ _ w B�28- , w eNTER P PROP. HYDRANT w PROP. 6" DICL PIPE TO _ i M&S \ CM-2 HYDRANTS (TYP.) Do(, -11v111V1UA7-I - - 140 \ _w s WETLAND / _ . \ - I `� /T. CO \ 7- 9 \ LCC tc 8-127 !�/ /r\ 1- I 9/ J T w00D 'LATFORI o I \ 7152E (REC. I / 127QJ \ 50 , W I I \ f / P / ETLAND BUFFER I J V/1°LATFORM \ (NO BUILD ZO/VE) _ - - ��c �,5��725 j z ACRES \ / ODUrf / / C 8- �a �9 \ ) B 12-6 B-125� o B-124 V-104 s, B-123 FEMA ZONE AE LINE (BASE FLOOD ELEVATION 3.75) BASED V-105 \ \ ` \ ` ` \ \ \ GR VEL ON TOPOGRAPHIC SURVEY \ \ \ \ WETLAND DELINEATION PERFORMED BY EPSILON ASSOCIATES IN 8-122 V_ 9- �\ ♦ \ - \ _ _ OCTOBER OF 2015. \ s, \ \ \ \ �\ ♦ \8 \ \�\ \\ \�j BANK DELINEATION PERFORMED \ \• \ s \ \ ` \ \ / \ BY EPSILON ASSOCIATES IN B -120 C OCTOBER OF 2016. �s / ED __\ \ \ \ ♦� \ \ \ \ / C\� \ 8-121 Gt 4 i1 / PROP. HYDRANT \ J FEMA ZONE AE LINE BASE 13-117\ /l WETLAND FLOOD ELEVATION 3.75) \ \ \ \\ \ ♦ \ \ \ \ \ \ �4 FAG / \\ BASED ON TOPOGRAPHIC \ \ \ \ \ r� •'i (TYPICAL) SURVEY B-116 C� \ cp J o \ /Ile M« \ \ / O ) / Q L V� E0 E� OM I �0 • \ �O� NER E ro BNB pIN6 PROP. 6" DICL PIPE TO / Lj HYDRANTS (TYP.) / / P• ti/ /1/p EXISTING TRANSFORMER \ 60/L/� or A. B-115\\ �`r,� ,6 = -\ \ \ \ \ \ \ TO BE REMOVED \ / ° EXISTING GAS METER TO \\��1 3 \N oN� \ \ \ \ BE REMOVED \ S(�F 0/F FEMA ZONE AE LINE - 2- \\\ \ \ \ �s BASED ON FEMA \\ \ \` \ \ j FIRM " U R=13.46 R=13.3 9.0 D b9p i/G GRASS r �C \ / Now or Formerly BOOK OpFcp LP K 71579, PAGE 48 l A\• NOW or Formerl CROSSRA LLC CERT 247051 LCC 117152D LOT 1 \� CONTRACTOR TO CONNECT TO EXISTING INFRASTRUCTURE FROM BROOK STREET. G� e 4 Now or Formerly CROSSRAIV. LLC 247,03 - FOGe�r� �\� \\ �\\ LCC J7152D OF \\�\ \\ \ / / LOT CONC. THIS PLAN TO BE UTILIZED FOR UTILITY PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL GRADING &UTILITY NOTES 20 10 5 0 20 1 "= 20' 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 Civil Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE t N OF dEg4 ' Ql- 2A fi1't- rn AR �1 NA L SAC+ PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 5. Site Site Plan Review Design Development Permit Construction Documents REVISIONS: Coo FOB NO'C SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: UTILITY PLAN C=501 1 1 2 1 3 4 II E 10 11 12 13 14 15 16 17 18 1 F, 3 4 C- 6 F1 F 10 11 12 13 14 15 iry 17 18 0 z Y 2 WE 20.3o c i 69 18.E -�E R=18.25 S c� \ 799 18.40 >� �12�ro� D 12,r�ro) 27.4S' 18, / e 1�12.7 l�127 1 R=19.12 18.21\ ---- kW R=17,09(D N86°50'20 "E I 21.08' l / R=1 1zxtr(n) _� d 1776TC \17' 7 84 18 `� � R=648.58' 17 f b m � - i�%Bc �cc D ti,2.5 12 R=16.75 f 1�(REC. D R=16.78 e �fas ,87 T =16.43-- P� EA,3A �ARI,gB�E _ 16 4 WIOTy� \ 15.65 RF /� E- C GC 15.30BC - 2fi1C� 16.40 14. �4' t/cc �22 - - R=13.83 - ® TBM- SB/DH(FND) E . _ 1p, , PROP. SILT FENCE AND 14.91 i E 1 4BC \ 13. �j`l• 2TCE -'= COMPOST FILTER TUBE (TYP.) ' 14.42 1 �/GC1 •1 1 . -o- 18y�� 13.94 c� 66TTCC / V 176BC R=13.04 A�GG � 13.52 E '? I,q.3 0 00 i7Z¢ggw ' '-------_=_- 7 R=19.69 _ oN 997W 1".0 "4 14- 4" 4' ONC. WALL , \ 4" 4.1 \ dc- _L, y1 • � T PROP. SILT FENCE AND -ryryyy �= R= 2 13.39 R=1332 �''2g2/BW � � 1537TC - R=1332 ^� COMPOST FILTER TUBE (TYP.) i Q (�'Or 14:96BC \ T =13.05 �s ® 6/ 35rEp5 TEMPORARY SOIL �� = 3" -fir t2,�e49 >°- >79.38 - - - N STOCKPILE AREA �jS 4' 3 12.4 o ` � 1 I SURROUNDED BY �5 �,1ri�<,yi� � � • ��,r�' 4" 4 4 B T E u riu riu riu .rr u,� v L HAYBALES AND 4qri<qri<9ri< ii<,lri� ROA \ SILTFENCE , ru rill; rill; ull ull, ri llfull,, , i3.65 O �� w 13• �3 R �0 T � �'� ri<qri<qri<qri<9.ri< <9.ri<y.ii� �, 13.73 E - - �1rio�1ri..4r/SK%7� n 9 IIT//III //ll; r/ll rill; rill; ll ,�1� rill nc7 `5 `� /. 6 11.28 T QD TEL PHONE 0 1333 4 7' �1ri.:�\i.:4�i<4ri..�i..�i �io�lri.. c AND \ 14,43 ,�V / O ' u oii u,; rill; rr ll rr ll r"u r ll ri u;; o u N , I / / cp<4�i.<go<gii<,yi.� j i �17i.yrio - - - - - - - - - - - -D u .riu; ull ull u,;_r�Tr�u: o #71 418 4" END OF PROP. SILT FENCE AND �, / Z-<gri�.4ri�.4ri�.,lr,�.y„; rio�lrr , O I n BOOK 6826, PAGE 1 15 PROP. STABILIZED 1 •oast uj_r�u�� r�ll� a u��r�u o 4 3 COMPOST FILTER TUBE x j , sR=1 P7 2.81� oo _7 CONSTRUCTION 35 ; / / F n ^� 1� - - = 1� 12.45 ENTRANCE 1/. 11.29 , `SF '�00@ - so V0 \ / AREA USED FOR PARK/NG r ° �,2�DJ R=11'41 11.ss DETENTION BASIN DELINEATION7� \ 91Q( / / (ND V/BIBLE STRIPES 13 �p �r i s2 D 11.40 o PERF"ED BY EPSILON - 1t • �3 �h' / / 0 13• 55 ASSOCIATES IN OCTOBER OF /CATCH BASIN _ / / / , 1 N PROP. PROTECTION (TYP.) 1,2 ,J VGC 11. 8 C / 1� pt1 of 11. 8 c % _ LET 2016. / /` /19 \ 11.04BC f9� 12.13 MISSING WE% 12.83 4y► I ) 11 11rc LAND \ �� fo.8 GN 11.8 1 FLAGS 108-110 �' _ S 11.8 11.57 � �'��� VGA - - _ / -I 1/ // °0��� - VANGO 12.3 ---- \ ` I \� n v / / g 11.4 9� V __-- \� 11.69 p 9.5 / / 11. - - - - - - 4'�so 150' WETLAND BUFFER \ of q 9,/ / / / / / / N1• A. / 1 _V'0 ' 9.2 / 77\ J// //� / \1.c >>,2 + PAR 1 i le, D-112 \ Q 111 // 1 P \ EXISTING 3 STORY / ��j / ,e.8 / � e1 P�'�' �^:-.6 / / B7 ��// \\• �G 6q^� +rt0� a 12 o' BUILDING 46,850± SF FOOTPRINT � 1 r 8 \ 7p= \\ _-�/ 7 Roo \ 11.19 11.3 11 11 / �j 100' WETLq/VD BUFF ER TEMPORARY SOIL STOCKPILE AREA FEMA ZONE AE LINE (BASE 11 h FLOOD ELEVATION 11.25) BASED AVONTOPOGRAPHIC SURVEY 7� / ,o DBY - 9. 9918 1s SURROUNDEDHA BALES AND g•58 SILTFENCE 1j-129 M \\ \ \ 13.65 13TC ��- '33 Cgg�IH1Y J 11 � 3 a /'4,11.38 l 39 `°' / Oa a 7 13,71 13.76 m s D R=13.46 ,2 p• t" NW QS R=13.34 �DOJ�GC 1B��O4Jpg R=1 ..20 B6JC( 13 NM_-_4 8 > 4 q .' q n, 03°44'43 8, 9.5 2' Vv / , a50 \ \ Tyr ll�� /�II�/ QII�� /rll� Qj.r�llj� / �/ , O / r_ llr_ r_ \ N 23°5822" / / ` `'' ° , yo.C,lrr.�liio�lir:;,lrr:,lrr.,lrr.,lrr::, 11. i / 8.80 \ 9.10 AND �l,l VG WETL 8 \ & &r-rS1y-7riS�ylr_rii'rr V .81LAG8127 =470 vJ i 1v a 12aD) \ ` 9 s ko O�(/ ca / \\ SF \ Iq do 4� / / / 0/ 50 WETLAND � � I 823 ,, � � � / s.e2 // WN DAM / / N BUFFER 26 6 1 / / lVl \ (0 BUILD ZONE) ® h A OD RES) T VV 9.5 89TSI I h 12 V-103 \4C\ �� (REC. EG. O • /O� O SSUME FROM B-125 8.51 6 PROP. STABILIZED ON TO B w 13-124 V-104 \\ a \ / �� \ CONSTRUCTION ® N 96 V� s� \ gC \ 8.39 (EC. EXIT 4f B-123 35 \ ` \ \07TC \ 8.56 FEMA ZONE AE LINE (BASE - \ 7 y o 870 FLOOD ELEVATION 3.75) BASED V-1 O\2. \ \ ` \ 2 9.2 ON TOPOGRAPHIC SURVEY \ \ \ 897 / l 0 U m Q WETLAND DELINEATION PERFORMED V_ BY EPSILON ASSOCIATES IN B-122 �� \ 6. \ ♦\ \ - \ ���� - - / / ^ o OCTOBER OF 2016. ? \ i S. \ \ \ \ \ \ \ . \ \ -9- - ^ 4 BANK DELINEATION PERFORMED • s \ \ \ \ \ /� \` BY EPSILON ASSOCIATES IN CB-120 0' OCTOBER OF 2016. � - ?,4 EDGE OFWA�7�8~\\ \� \\\ \\\ x� r > C� S FEMA ZONE AE LINE 9.8 (BASE B-1 \ \ `\ \ \ \ 3" G / WEJLAND FZAG FLOOD ELEVATION HIC 7 \ \ \ \ \ \ \\ \ ♦ \ \ \ \ s B ��a \ \ F BASED ON TOPOGRAPHIC (TYPICAL) SURVEY 0 13-115 �9 0 TB \ \ \ 2 FEMA ZONE AE LINE \\��1--4 32 _ \\\\ \\ ZoNF 1% \ \ \ \ \� Iry \G� BASED ON FEMA 1.7 14 \ \ FIRM N,10.1 OIC- \ 6 �y'1Q\�. \ \ \♦\ Ste° / \l '�S'9a5\\ ¢o 9.73 978 �•c`\\ \ \ 1 \ S O 9.62 �o� \ \\ \\` ♦ was \ \ \ \ 19 - `0s\ \ \ \ \ \ \ l8ONF `4- 85 51 PROP. SILT FENCE AND COMPOST FILTER TUBE (TYP.) .09 D 9.35 \\\ \ \ \ 9gOFo ♦ 9.5 J 5 45 \\\ \\♦\\ \ 9.4 3 THIS PLAN TO BE UTILIZED FOR SITE SOIL AND EROSION CONTROL PURPOSES ONLY REFER TO SOIL EROSION CONTROL NOTES &DETAIL SHEET FOR EROSION NOTES AND DETAILS 20 10 5 0 20 1 "= 20' 12 rd Amki 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 CIVII Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE G Z+i fi1't_ rn AR w. q 13 PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: 1pFz ��NS NO'C F SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: SOIL EROSION & SEDIMENT CONTROL PLAN C=601 1 2 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 13 14 15 16 17 18 1 2 3 4 EROSION AND SEDIMENT CONTROL NOTES d 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). 3. SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 4. INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. Z 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. 6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1). 7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. g 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS. 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: 10.1. SIX INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. 10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). 10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE -GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN QUALITY SOD MAY BE SUBSTITUTED FOR SEED. 10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. 12. WETLANDS WILL BE PROTECTED W/ STRAW, COMPOST, AND/OR SILT FENCE BARRIERS INSTALLED AT THE EDGE OF THE WETLAND OR THE BOUNDARY OF WETLAND DISTURBANCE. 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED, Y MULCH LOCATION MULCH RATE (1000 SF) PROTECT AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)" 100 POUNDS MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) * A HYDRO -APPLICATION OF WOOD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED ON STRAW MULCH FOR WIND CONTROL. MULCH ANCHORING ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. = 2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. 3. EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. 4. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED U AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF STRAW OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 7. MULCHING REQUIREMENTS: 7.1. BETWEEN THE DATES OF NOVEMBER 1 ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. 7.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE LL EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. 7.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTOBER 1 ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 8. AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END OF EACH WORKING DAY. 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. 10. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. W 11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. W U m Q IiVINO I RUT, I OIL; FoM,i UR kV VirVOI SOCK AROUND PERIMETER OF STOCKPILE 10 11 12 13 1 1/2"x1 1/2" (MIN) SUPPORT NETTING OAK POSTS F0. g SUPPORT NETTING \1 [a�_ SEDIMENT CONTROL FABRIC SEDIMENT CONTROL L' B FABRIC DIRECTION OF FLOW 20± SECTION A -A SUPPORT NETTING POST COUPLER SEDIMENT CONTROL INTERMEDIATE POST FABRIC N DIRECTION OF FLOW A A71 14 BACKFILL e e � 6" ACKFILL 8} SP AC%NG BEEN P0SIS SECTION B-B ELEVATION SILT FENCE DETAIL N.T.S. IF ewe're tertown TEMPORARY STOCKPILE ublic�Wft N.T.S. all abouf this town. - INLET GRATE LOOPS SIZED FOR 1" FINISHED GRADE SECURE LIFTING LOOPS TO OR UNDER SURFACE REBAR. LIFT FILET BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES 2"X2"X3/4" GEOTEXTILE BAG 0 RUBBER BLOCK 1/4" BRIGHTLY COLORED (TYP)" VYLON ROPE EXPANSION � 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED RESTRAINT r 1/4" BRIGHTLY ----EXPANSION RESTRAINT CAN NO LOOPS SIZED FOR 1" REBAR. COLORED NYLON ROPE LONGER BE SEEN. USE REBAR FOR HANDLE TO EXPANSION RESTRAINT EMPTY FILTER SACK AT A a 2. GEOTEXTILE SHALL BE A WOVEN SEDIMENT COLLECTION w POLYPROPYLENE FABRIC THAT LOCATIO MEETS OR EXCEEDS ISOMETRIC VIEW REQUIREMENTS IN THE ��y SPECIFICATIONS TABLE. a a 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE SECTION VIEW WHEN OIL SPILLS ARE A CONCERN. PROFILE VIEW OF INSTALLED FILTER SACK 4. INSPECT PER REGULATORY REQUIREMENTS. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80% APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 0.55 SEC MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90% APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC-' NOTE: DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS FILTER SACS (G]RLIXATEDINLETS) 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. TOWN OF WATERTOWN, MASSACHUSETTS ATt- 14 JUNE, 2015 t- GEOTEXTILE SILT SACK INSERT NOTES: 1. SILT SACK SHALL BE AN APPROVED PROPRIETARY GEOTEXTILE UNIT. SILT FENCING (FILTER FABRIC) CAN NOT BE UTILIZED. 2. CLEAN AND INSPECT SILT SACK REGULARLY AND AFTER EVERY MAJOR WEATHER EVENT. 3. SILT SACK SHALL BE SECURED AS DIRECTED BY THE MANUFACTURER TO PREVENT UNIT FROM FALLING INTO THE CATCH BASIN WHEN GRATE 15 REMOVED. 4. INSTALL ALL CATCH BASIN PROTECTION WITHIN PROJECT LIMITS PRIOR TO COMMENCEMENT OF WORK. CATCH BASIN PROTECTION DETAIL N.T.S. Watertown r,e roe Public OAS We're all about this tcwn." N.T.S. TOWN OF WATERTOWN, MASSACHUSETTS GENERAL NOTES: PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES (300mm) FOR SLOPES UP TO 1. 50 FEET (15.24m) IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRE LARGER TUBE DIAMETER OR ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH LONGER OR STEEPER SLOPES. 2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW. 3. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS. 4. CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MINIMIZE SITE DISTURBANCE AND MAXIMIZE CAPTURE AREA OF STORMWATER RUN-OFF. PROVIDE A 3 FT. (914mm) MINIMUM OVERLAP AT ENDS OF Q as TUBES TO JOIN IN A CONTINUOUS BARRIER AND MINIMIZE O UNIMPEDED FLOW. a STAKE JOINING TUBES W LaJ SNUGLY AGAINST EACH OTHER TO PREVENT UNFILTERED FLOW BETWEEN THEM. SECURE ENDS OF dap TUBES WITH STAKES SPACED 18 IN. (457mm) APART THROUGH TOPS OF v TUBES. 4qQ° °a a ap HARDWOOD STAKE /UTNNT�R\EATED COMPOST FILTER TUBE (TYP.) DIRECTION OF FLOW Q' °° °Qd LOOSE COMPOST LAYER WatertownUpar Rya vve rot licMS We'reall aboutthis town.' PLAN VIEW - JOIN DETAIL SINGLE COMPOST FILTER TUBE DETAIL 2 OF 2 N.T.S. TOWN OF WATERTOWN, MASSACHUSETTS JUNE, 2015 JUNE, 2015 15 16 SEE CHART 1 17 BETWEEN STABILIZED CONSTRUCTION PROFILE ENTRANCE AND PUBLIC R.O.W. SEE CHART 1 EXISTING GROUND PLAN VIEW PUBLIC R.O.W. PUBLIC TIGHT OF WAY PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED COARSE GRAINED SOILS FINE GRAINED SOILS 0 TO 2% 50 FT 100 FT 2% TO 5% 100 FT 20OFT >5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. CHART 1 STABILIZED CONSTRUCTION ENTRANCE 18 N.T.S. THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: -INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT (AS SHOWN) -INSTALLATION OF EROSION CONTROL BARRIER (COMPOST SOCK AND SILT FENCE) (AS SHOWN) -INSTALLATION OF INLET PROTECTION (AS SHOWN) -DEMOLITION OF EXISTING SITE FEATURES -CLEARING AND GRUBBING -EARTHWORK AND EXCAVATION/FILLING AS NECESSARY -CONSTRUCTION OF UTILITIES -STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING -INSTALLATION OF INLET PROTECTION OF ON -SITE UTILITIES (AS SHOWN) -CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS -FINAL GRADING OF ALL SLOPED AREAS -PLACE 6" TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE, SEED, AND MULCH SEED MIXTURE TO BE INSTALLED AS REQUIRED. -FULL DEPTH RECLAMATION AND PAVING OF PARKING LOT -LANDSCAPING PER LANDSCAPING PLAN -REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 70% STABILIZATION OR GREATER. CONSTRUCTION SEQUENCE w W •�•LObSE�001p08TYgEAMLPLACED WE OF rJ= 70 FLL SOIL SIMFM AND AMM FLIM TUBE FFEt1Y Mg11:3_ �_1)3J1Mr m M I�IEII CINE Y.0 BLDFfB 1 00Mp01ir FLIERS SNAIL K im MPPRDVED BIODEOR1IDAHI.E MAIUM. TUBES SFMLL BE USED ITT 7NE W OF 7W EN1 IRM s M F7J m 70 ENSURE OWD KIN WL SURFACE: rr M NOT "M 7REWN TUBB MID COMM 2MONX3FM SIM x B1 LNRDIMDOD UP 10 6 FT. Wr OR AS PEQtX ED TOPLACL SECURE ONO 6 NOr PCIMI &, SUCH AS M MIST BE PLACED ON PAVEIEN. ow aR Com MOMem He ND 7U= UP 70AS m a" n Fr. � w Larac N.T.S. a •i ii� - n � . rlv ..♦.6 %`� • SINGLE COMPOST FILTER TUBE DETAIL 1 OF 2 N.T.S. Watertown TOWN OF WATERTOWN, Public Wks MASSACHUSETTS N/e all about this town.�' JUNE, 2015 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 CIVIL Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE x `ikAOFd 4G Qr +i rir L_ rn Aar w. MA L PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: CONS FOf- NO'C SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C=602 1 2 3 4 5 1 6 7 L., 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.5" BIT. CON. TOP COURSE "ACCESSIBLE PARKING ONLY" SIGN 4" WIDTH WHITE STRIPING (TYP) (MASSDOT M3.11.03) IN SIGN BOLLARD (IN ACCORDANCE 2" (STANDARD DUTY) OR 2-1/2" WITH ADA GUIDE LINES) 6" TRANSITION CURB (HEAVY DUTY) BIT. CONC. BINDER COURSE (MASSDOT DRESSER COUPLING d 4" WIDE AZURE BLUE STRIPING (TYP) PAINTED (4" AZURE BLUE) ACCESSIBLE SYMBOL (54"W X 60"H) 6 4" T Z 10'-0" 6'-42' 0 8'-0" 5'- 0" / 8'- 0" VAN M3.11.03); SEE SITE PLAN FOR SPECIFIED PAVEMENT DUTY NOTE: ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF JOSAM SERIES 58480 CAST IRON-7 CHLORINATED RUBBER 12" RECLAIMED PAVEMENT BASE CLEANOUT WITH PLUG (SET 9" PAINT APPLIED TO A DRY ���� �� ����� COURSE; MATERIAL SHALL MEET BELOW GRADE) (WATER TIGHT) 4" SURFACE WHEN THE COMPACTED SUBGRADE THE REQUIREMENTS OF DIAMETER TEMPERATURE IS GREATER SUBSECTION 403 OF MASSDOT THAN 40°F. PAINT SHALL STANDARD SPECIFICATIONS FINISH GRADE 4" P.V.C. RISER BE APPLIED AT A MINIMUM �I I � I I� I I=1 I1=, OF 0.015" (15 MIL) FILM 101I ��l�l�=i1=1Iilll; THICKNESS NOTES: w (2) 4" P.V.C. 45° BENDS 1. PAVEMENT BASE AND SUBBASE COURSES TO CONFORM TO ALL MASSDOT HIGHWAY DIVISION SPECIFICATIONS. a F 2. OFFSITE PAVEMENT TO BE IN ACCORDANCE WITH MASSD/_6" STANDARDS AND SPECIFICATIONS z � w ADJUSTABLE VALVE BOX HDPE ROOF DRAIN 3. GC TO REFER TO GEOTECHNICAL REPORT PREPARED BY SANBORN HEAD FOR FINAL PAVEMENT THICKNESSES w AND SPECIFICATIONS. (If 6" x 6" x 4" T-REDUCER 4. ANY ROADWAY WORK ON CITY OF EVERETT OWNED ROADS WILL MEET CITY PAVING REQUIREMENTS. w (OR AS REQUIRED BY CODE) 4" DICL 4 0 zo CURB STOP EXISTING WATER MAIN 4"P.V.C.SEWER j� j� j� STALL ACCESSIJB3 LE STA]L]L A�1'JLAR]I I �` �IJTS & PARKING ]SOT MARKINGS }� /(� TYPICAL YPICAL PAVEMENT SECTION STRIPING DETAIL N.T.S. �1 e ]RECLAIMED ASPHALT N.T.S. ooao �o + CORP. STOP PROVIDE 2 CU. FT. OF SCREENED GRAVEL CONCRETE CRADLE CONCRETE SETTING BLOCK 6"xl8" GRANITE CURB TYPE VA-4 (DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE 4 0 STEEL PIPE FILLED W/ 1 01. 1/4" x 1/2" LG. PIN HD. CONNECTION W/ WATER COMPANY) CONC. PAINTED TRAFFIC BOLTS WITH NUTS &LOCK FINISH GRADE (TREATMENT VARIES) YELLOW AND EMBEDDED CONCRETE TO BE WASHERS 6" IN CONC. BASE RAISED FOR PROPER RESERVED r WATER RUN OFF BITUMINOUS JOINT GREEN LETTERS PARKING TYPICAL PAVEMENT SECTION AROUND PIPE `� (SEE DETAIL) m WHITE BACKGROUND WATER SERVICE DETAIL CLEANOUT DETAIL —AZURE BLUE 6" (MIN.) N.T.S. N.T.S. TOP OF SLAB OR ASPHALT °° ~ O LEAVE SPACE FOR 2" SAND OR STYROFOAM 3000 PSI CONCRETE z_ 0 WHITE BAKCGROUND NOTES: 1. PAVEMENT BASE AND SUBBASE COURSES TO CONFORM TO ALL MASSDOT O III —III— HIGHWAY DIVISION SPECIFICATIONS. O III=1—III 1.5" BIT. CON. TOP COURSE (MASSDOT M3.11.03) LAYER BETWEEN TOP P OF FOOTING & "' VAN 2. OFFSITE PAVEMENT TO BE IN ACCORDANCE WITH MASSDOT STANDARDS O O O 2 BIT. CONC. BINDER 24" DIA. HEAVY DUTY FRAME & COVER C.L, LeBARON LA-248-1 OR APPROVED EQUAL, RIM BOTTOM OF SLAB N BLACK LETTERS ACCESSIBL AND SPECIFICATIONS O O O O O O O O _ O O O O O O O O Z 3. GC TO REFER TO GEOTECHNICAL REPORT PREPARED BY SANBORN, HEAD & COURSE (MASSDOT M3.11.03) ELEV. (SEE PLAN) (LABEL "DRAIN') O O O O O O O O C=III `° 0,0 O O O O O ONOTE: FINISH GRADE 1'-6" ASSOCIATES, INC. FOR FINAL PAVEMENT THICKNESSES AND _ ° SPECIFICATIONS. —III— —III—IIIIIIIIIIIIIII ° BOLLARDS REQ'D AT BLDG. CORNERS. FIRE HYDRANTS, WATER METER, GAS 0 o 4. ANY ROADWAY WORK ON CITY OF EVERETT OWNED ROADS WILL MEET CITY III III III III III III III ° ° ° ° ° METER, SPRINKLER RISER, SHOWN TRANSFORMER & ALL UTILITIES AT o ° PAVING REQUIREMENTS. -III . COMPACTED SUBGRADE MORTAR ALL AROUND LOCATIONS SHOWN ON THESE DRAWINGS INTERIOR & EXTERIOR. DENSE -GRADED CRUSHED STONE/ �� �� �� �� �� �� �� �� �� �� 12" RECLAIMED PAVEMENT BASE //��// /// //\�//��//��// //\/\ SHALLURSE; MATERIAL MEET (MASSDOT M2.01.7) COMPACTED SUBGRADE THOU REQUIREMENTS OF TWO COURSES OF BRICK MASONARY 2' - 0" MINIMUM, FOUR MAXIMUM BED FRAM AND 8" AT TOP SUBSECTION 403 OF MASSDOT STANDARD SPECIFICATIONS BRICK WORK IN 3/8" MIN. FULL MORTAR BED. ]LO]LLA]RD ACCE55I]B]LE SIGN VERTICAL GRANITE CU R]D N.T.S. N.T.S. N.T.S. NOTES: PRECAST REINFORCED 6" THICK a 1. PAVEMENT BASE AND SUBBASE COURSES TO CONFORM TO ALL MASSDOT HIGHWAY DIVISION SPECIFICATIONS. CONCRETE CONE OR FLAT 8" THICK LID 2. OFFSITE PAVEMENT TO BE IN ACCORDANCE WITH MASSDOT STANDARDS AND SPECIFICATIONS (WHERE BURIAL IS SHALLOW). 3. GC TO REFER TO GEOTECHNICAL REPORT PREPARED BY SANBORN HEAD FOR FINAL PAVEMENT THICKNESSES Y AND SPECIFICATIONS. 4. ANY ROADWAY WORK ON CITY OF EVERETT OWNED ROADS WILL MEET CITY PAVING REQUIREMENTS. ALUMINUM OR PLASTIC COATED WROUGHT IRON STEPS @ 16" O.C. 5",7",OR TYPICAL ]PAVEMENT SECTION 4-4%6'4-OR 9-3/4"VARIES 8'4" (SEE PAN) PER I.D.) STANDARD DUTY BUTYL RUBBER SEALANT (TYP.) co 24" SQ. HEAVY DUTY FRAME & CONCRETE CURBING OR BIT e �jJJ �jJJ N.T.S. Z o 32" 0 HEAVY DUTY FRAME & COVER 30" CLEAR OPENING C.I. GRATE (SEE GRADING AND UTILITY CONCRETE CURBING SEE PLAN 2500 PSI CONC. INVERT o C) PRECAST REINFORCED TO BE POURED WHEN a LU SHEET FOR RIM ELEVATIONS FOR LOCATION AND TYPE ) UNPAVED PAVED LeBARON LA - 248 - 1 OR APPROVED EQUAL, RIM ELEV. (SEE PLAN) ? v CONCRETE RISER SECT.'S AS MANHOLE IS COMPLETED m 6" TOPSOIL & SEED (LABEL " SEWER MANHOLE") (INSTALL A WATERTIGHT GASKET SEAL) � REQUIRED FLOW - M O FINISH GRADE ///\//\/ FINISH GRADE z o M N co _ �� ��-��= MATCH \ } EXISTING NON -SHRINK MORTAR @ PIPE 00 00 0000 �� MORTAR 3 SIDES 0 ,\ :.t ,.::;a. / ;r. :'::' 'ei'.; ... MORTAR ALL AROUND OPENING ALL AROUND 0 ooa 0000 o0 // \//�/� /�•/�.//,// \\� � �� � �� � �— poop 12"COMPACTED GRAVEL 2'- 0.2' AT TOP III /% SELECT BA KFILL SHEETING (IF REQ'D) TO BE CUT OFF >\\ 5' MIN BELOW GROUND & 2' MIN TWP COURSES OF BRICK MASONRY o 0 COMPACTED SUBGRADE — — — — — — — — — —III —III —III —I PRECAST REINFORCED 6" THICK �\ \/ ABOVE TOP OF PIPE \ \ � MINIMUM, FOUR MAXIMUM, BED FRAME AND BITUMASTIC COATING s =1=1=1=1=1=1=1=1=1 1= CONCRETE CONE OR 8" THIS FLAT LID /j / BRICK WORK IN $" MIN FULL MORTAR BED F' T T P ALL AROUND (WHERE BURAL IS SHALLOW). NON -SHRINK /\\ \\' BACKFILL WITH GRAVEL a MORTAR @PIPE OPENINGS ALL AROUND > /\ \BEDDING 12" OVER PIPE \ WHEN PVC PIPE IS USED PRECAST REINFORCED CONCRETE CONE o NOTE: ALL STRUCTURES SHALL BE NON -SHRINK MORTAR @ PIPE COMPRESSIBLE FILLER j\ \ j BACKFILL WITH GRAVEL `0 SUITABLE FOR H-20 LOADING AND SHALL BUTYL LL JOINTS OPENINGS ALL AROUND 4'- ( RUBBER)) /\ g \/ BEDDING TO MID -DIAMETER %\ �3' ��� ;�����;>>>>'' ALUMINUM OR PLASTIC COASTED MEET THE REQUIREMENTS OF ASTM C478. %\ WHEN OTHER THAN PVC PIPE WROUGHT IRON STEPS @ 16" O.C. FLOW GAS TRAP oo ap ° o� o ° o IS USED \\ ° a` P° ° \\ = SEE PLAN % 00`6" °o�o ;�=12" o� \ \ BUTYL RUBBER SEALANT (TYP.) o OR INV. >\ " o e aoao,v.oa o 00 WATER, SEWER, DRAIN, OR FORCE MAIN PIPE 0 z PRECAST CONCRETE STORM DRAIN MANHOLE CV 5" _ o z j\ /\/i\/ // / 15" 4-4- 5' o N.T.S. HALF SECTION /\ \\/\, /\ HALF SECTION v OUTFLOW PIPE (18" O MAX) IN EARTH W (D+2') IN ROCK ANY SHEETING PRECAST REINFORCED CONCRETE o DRIVEN BELOW MID-DIA. (3' MIN.) OF PIPE SHALL BE LEFT RISER SECT.'S AS REQUIRED M 00 0� 12" COMPACTED GRAVEL IN PLACE U_ FLOW 0 III 11=1 1=1 1 1=1 1 1-1 1=1 1 1=1 NOTES:LD 1. SEWER PIPE SHALL BE BED IN SCREENED GRAVEL, 8 INCHES z COMPACTED SUBGRADE ON BOTTOM, AROUND THE PIPE, AND 12 INCHES ON TOP. co FLEXIBLE RUBBER GASKET IN MANHOLES@ OPENING FOR PIPES NOTES: 1. ALL STRUCTURES SHALL BE SUITABLE FOR H-20 LOADING AND SHALL o a aoo o � 12" COMPACTED GRAVEL a o CONTROL JOINTS SPACE TO BE MEET THE REQUIREMENTS OF ASTM C478. BRICK FLOW TROUGH —_ —_ —_ —_ —_ —_ — — EQUAL TO SIDEWALK WIDTH PLAN 2. USE PRECAST FLAT SLAB TOP FOR SHALLOW INVERT APPLICATIONS 1 III III III III COMPACTED SUBGRADE SEE ATTACHED DETAIL FOR CONNECTION TO EXISTING SEWER PIPE NOTE: ALL STRUCTURES SHALL BE SUITABLE FOR H-20 LOADING AND SHALL MEET THE REQUIREMENTS OF ASTM C478. PROP. VERTICAL GRANITE CURB FLUSH WITH WALKWAY PRECAST CONCRETE DEEP SUMP CATCH ]BASIN TYPICAL UTILITY TRENCH WIDTH VARIES; SEE SITE PLAN N.T.S. N.T.S. LAWN/LANDSCAPED AREAS 4" AIR ENTRAINED CONC. u_ 4,000 P.S.I. @ 28 DAYS 1.5%±0.5% PAVEMENT CV TYP. PRECAST CONCRETE SANITARY MANHOLE N.T.S. 12" PROCESSED GRAVEL MASSDOT 'X M 1.03.1 SECTION COMPACTED SUBGRADE 4' DIA (I.D.) PRECAST MANHOLE NOTE: 1. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 20, O.C. 2. ALL JOINTS SEALED PER MASSDOT SPECIFICATIONS. uJ WEIR 2. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY TO ADHERE TO MIN. LENGTH =4' INLET PIPE MASSDOT AND LOCAL CITY OF EVERETT STANDARDS AND SPECIFICATIONS. CONCRETE SIDEWALK DETAIL WITHIN R.O.W. OUTLET PIPE N.T.S. 2'-0" MIN. AMERICAN DARLING B-84-B o HYDRANT OPEN RIGHT EDGE OF PAVEMENT OR CURB O PLAN VIEW COVER LABELED "WATER" 4" FFINISHED GRADE STAMPED N.L. (NO LEAD) }� I � FLANGE ADJUSTABLE SLIDING VALVE BOX Z U T Q v S-0" MIN. WEIR WALL n ` LAYER OF PVC TOP ELEV= SEE PLANS 6" GATE VALVE OR FELT 4' (MIN.) ANCHORING RESILIENT SEAT EXYCOATED PROVIDE 1 /2 CU. YD. OF TEE P RIGHT CRUSHED STONE TO AT LEAST 6" ABOVE DRAIN HOLES 6" WIDE CONCRETE/ BRICK CONCRETE THRUST BLOCK OUTLET WALL. ANCHOR � Y� �(SEE DETAIL FOR MINIMUM co WALL SECURELY TO ,� BEARING AREA) STRUCTURE AND PROVIDE WATERTIGHT CONNECTIONS AT ALL JOINTS TO BE RESTRAINED 6" D.I. WATER MAIN FLAT STONE OR JOINTS. CONCRETE BLOCK NOTES: 1. USE TWO 6" BENDS OR OFFSET ON LATERAL TO ACHIEVE REQUIRED HYDRANT ELEVATION IF NECESSARY. 2. HYDRANT EXTENSION SHALL NOT BE UTILIZED. ELEVATION HYDRANT AND VALVE DETAIL NOTES: N.T.S. 1. MANUFACTURER TO PROVIDE BUOYANCY COLLAR WITH CALCULATIONS Q SUBMITTED FOR REVIEW. CONSIDER FULLY SUBMERGED CONDITION. � TOWN OF WATERTOWN, Watertown JUNE, 2015 Pub11cr� MASSACHUSETTS OUTLET CONT]RO]L ST]RlLTCCTlLT]RE 'fe,,;kthistown:' "�1� N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 12 rd Amki 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 CIVII Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE G �+i Fi1't- rn AR w. LG PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: DONS FOFz NO'C SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: DETA IL SHEET C=901 I 2'rd ALAI 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 Civil Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE x �,Oi ki OF de4 G F� w. o- �STE tONA L SSG PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: ��NS FoFz NO'C SCALE As indicated DATE ISSUED 05/06/2021 PROJECT NO M201051 DRAWN BY WNG/ACL CHECKED BY ZLR SHEET TITLE: DETA IL SHEET C=902 1 2 3 4 5 L 7 1 8 9 10 11 `VA 18 0 z 7- J Y 2 CD u- w W U 00 Q CAST -IN -PLACE CONCRETE PAVING - STANDARD BRUSHED FINISH TO MATCH WATERTOWN STANDARDS BOLLARD MOUNT, DOUBLE PORT ELECTRIC VEHICLE CHARGING STATIONS (2) BASE SCOPE: ASPHALT PAVING (BY CIVIL) ALTERNATE SCOPE: CAST -IN -PLACE EXPOSED AGGREGATE CONCRETE PAVING (PRICE SEPERATELY) _ EXISTING LIGHT POLES TO REMAIN SALVAGED Et RELOCATED GRANITE CAP ON NEW CAST -IN -PLACE STEM WALL ACC _ SALVAGED It RELOCATED 0 \ — GRANITE BENCH GSo \ �o° �ICc __ _ -- ADA RAMP D \ \ ,O/VCFrz- i 6 I CAST -IN -PLACE CONCRETE PAVING - STANDARD BRUSHED FINISH TO MATCH WATERTOWN STANDARDS SALVAGED Et RELOCATED GRANITE CAP ON NEW CAST -IN -PLACE STEM WALL 13 14 15 16 Legend vD Co/VcRETE sioE �cc i- �\ h+ --- OT O CCC I CO&C. + j__ BIT co/VC V NEW ASPHALT PAVING, SIGN PAINTED STRIPING, AND (` CURBING BY CIVIL (BOHLER) HES —» r� OR ENT \ O , �0 D � � MTL TH= 1 9 LOADING ENT. CONC MET. HR 3 / DOCK WIMET. / / 1 � / I �+ ♦ O I / I I GSp � O I � �o 1 A TBM-2 I SYMBOLS DESCRIPTION CASTPLACE EXPOSED AGGREGATE CONCRETE CONCRETE ACEBRUSHED STANDARD STANDARD BRUSHED FINISH (ON PLEASANT STREET) HEAVY DUTY" VEHICULAR CAST -IN -PLACE EXPOSED AGGREGATE CONCRETE SCREEN FENCE TO BE DESIGNED. ASSUME AN ALLOWANCE OF $350/LF LANDSCAPE FORMS NEOLIVIANO BENCH (69") LANDSCAPE FORMS I I I RIDE BICYCLE RACK O LANDSCAPE FORMS G50 LITTER RECEPTACLE - BUILDING ENTRANCE Planting Schedule SYMBOL QTY BOTANICAL NAME I COMMON NAME SIZE REMARKS CANOPY TREES GB 25 Ginkgo Biloba Ginkgo 1 - 1. 5" cal. OBN 26 Betula Nigra River Birch 8'- 10' ht. + AR 9 Acer Rubrum `Franksred, Red Sunset Maple 2.5 - 3" cal. SHRUBS 51 Evergreen Shrub 2.5' - T ht. GROUND COVER Daylily 1,060 Hemerocallis Daylily #1 cont. Supplement salvaged material as needed Carex Pensylvanica Pennsylvania 40% Sedge Sun Perennial 11958 Dennstaedtia Punctilobula $ Hay Scented Et #1 cont. 30% Polystichum Acrostichoides Christmas Fern Mix Rudbeckia Hirta Black-eyed Susan 30% Shade Carex Pensylvanica Pennsylvania 65% Perennial ;' %y�' 3,878 Sedge #1 cont. Mix Polygonatum Solomon's Seal 35% North Arrow & Scale Key Plan N 0' 10' 20' 40' SCALE: 1" = 20' 1Z rd Amkl 200 High Street, Boston, MA 02110 857.300.2610 1 SGA-ARCH.COM PROJECT TEAM: CLIENT Berkeley Investments 125 High Street Boston, MA 02110 617-439-0088 CIVI Bohler 45 Franklin Street Boston, MA 617-849-8040 Landscape Sasaki 64 Pleasant Street Watertown, MA 02472 Strucutral Engineer Goldstein Milano 125 Main Street Reading, MA 01867 781-670-9990 MEPFP AHA Consulting Engineers 24 Hartwell Ave Lexington, MA 02421 781-372-3000 Code Consultant Code Red Consultants 154 Turnpike Rd Southborough, MA 01772 617-500-7633 Acoustic Engineer Acentech 33 Moulton Street Cambridge, MA 02138 617-499-8000 Building Envelope Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451 781-907-9000 SEAL / SIGNATURE GONS NOS ��� © Spagnolo Gisness & Associates, Inc. PROJECT: 64 Pleasant Street 64 Pleasant Street Watertown, MA 02472 SUBMISSIONS: Date Issued for 03.26.21 Schematic Design 05.06.21 Site Plan Review Design Development Permit Construction Documents REVISIONS: Date Description SCALE 1" = 20'-0" DATE ISSUED 05/06/2021 PROJECT NO 005126.00 DRAWN BY CHECKED BY SHEET TITLE: Landscape Overall Plan 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18