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Home My Public Portal AboutControl Docs_201403200745455149T P Nil 1[T, Nr,"' I9 N S FOR BEACON SCHOOl 917 BELMONT STREET WA?EETOW \9 MASSACILJSETS MARCH 5, 2014 SHEET INDEX SHEET No. DESCRIPTION LATEST REVISED DATE CONSTRUCTION REVISIONS CO COVER SHEET CI EXISTING CONDITIONS PLAN C2 LAYOUT AND ZONING PLAN C3 GRADING PLAN C4 UTIUTY PLAN C5 DETAIL SHEET al" C5111011. 941.1NOR /C ormines 1171 RJC KW, UM COI PPLIMIJIES M.. .MVorilBEE nwrrre�'�`wCR o. ec3rs ca�a x � .s FM r.c Cr CV ma ro. ra 41.,arK «aar>Mir e.amro uwr U., es n.. a wo na< crzr crnn wo PAT mr COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved RIR nIRS aeaa.... CC icmo..aSWIM ..u, -n4 sRsua 1.o..� =RCN. co«w . LOCATION MAP OWNER: GEORGE H AND IRENE L WALKER HOME FOR CHILDREN INC. 1968 CENTRAL AVENUE NEEDHAM, MA 02492 APPLICANT: WALKER HOME AND SCHOOL 1968 CENTRAL AVENUE NEEDHAM, MA 02492 CIVIL EIS GINEERS: KELLY ENGINEERING GROUP, INC. 0 CAMPANELLI DRIVE BRAINTREE, MA 02184 ARCHITECT: ELLIOT ASSOCIATES ARCHITECTS, INC. P.O. BOX 105 BELMONT, MA 02478 David Noel Kelly `I J 2014.03.07 16:22:01 -05'00' SCALE NA DISH REF NO. F:\P\2014-003 DRAWN BY DATE 03/05/14 SHEET El OF OS PLAN 110. 2014-003-1500 BEACON SCHOOL WATERTOWN, MASSACHUSETTS CHKO BY DAM APPD BY DKK SKELLY ENGINEERING GROUP. INC. CIVIL ENGINEERING CONSULTANTS 0 CAIIPMIEW RYE • BPAINTREE VA • 02184 FHO\E: 781 843 4335 FAX: 781 843 1420 SHEET NO. RCMAt1Il ATFHOUC ARCHBISHOP OF BOSTON e\ cy Srac nc 0.1 u - r:iry Pa. Mal se. rx a1 rai 44 IE- 9.7' F • PO• ASH 4. / `632• -e 40, 00 20 BEACHIIARK TOP OF SPAT 190090 61EV = 109.72 GRAPHIC SCALE 40 A 40 ( IN fecr ) 1 Inch = 20 ft. 00 11.200.0.0 ma/ rA 0.,.,,004,0!2 4004. m.ac a Masao Mom d ; sa`w w4 o ar111 a oat 02 Mast Or of aavavl d 0007 MT Z. .OM A x den ar rR,¢1IIf tau lNM1 dal COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved n7.•a.� i .eaa*c vsr..a*..1.no .... v.a 904+,...04 020.0 18.0' cvv 4,10 e01,7 m1 .r. r-snry ROILANNIE CATHOUC ARCHBISHOP OF BOSTON • 154' • FF=� I tiN r• n —BO q�� .vecvr 42 1 It Frormr s.: s 724' 22010 1,203 ,Bra 44.A x ,n el nt4V PLY I. • �� (`ter �`�7 N/F 26-28 KNOWLES ROAD CONDO,: MUM B:{, 19855 PC. 540 a � // ne• I VLOT IIAREA= i 2.0612 ACRES / ,_an/ / +mr 1 / ._a 4040 /628. d�fys1z0 (WS/et-ea' e 47J 2 7 5 � Elr. '0072 COG 'V CEClOC" 7r 474- ,ifr 0 lam ----- Via►' Apr 04 -nor co �*a ass Y�40 19 Id EU if 410, CHKD 8Y 5027 'ro1.T BEiLMONT STREET LIBIIMS OF DETAILED SURVEY (SEE NOTE 1) BSNCHIIARK COT SPIKE 1X POLE EMEV = 104.62 SCALE 1.= 20 DATE 07/05/14 SHEET OOFC PLAN N0. IBEF-7%00 LEGEND CATCH 8ASS9 9 DRAIN MANHOLE DRAIN UNE FLOW SEWER MANHOLE SEWER UNE WATER UNE WATER VALVE HYDRANT GAS UNE D4 GAS VALVE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC '0, UTILITY POLE ELECTRIC CABINET GC GRANITE CURB CC CONCRETE CURB BENCHMARK HANDICAP PARi090 0 TREES 0 59X0(7) STONE BOUND W/ NO DRILL HOLE FRO. • SSN(FJ STEEL SURVEY MARKER FOUND: O $8011(F) STONE 50090 W/ DRILL HOLE 0740. 0 t0N ROD (F.) IRON ROD FOUND FENCE 14049 O 22.43 X 12381 (R.) SPOT ELEVATION (RECORD ELEV.) SPOT ELEVATION (SHOT IN FIELD) RECORD LOCATION LS. LANDSCAPED AREA CONTOUR MAJOR CONTOUR Wt40R NOTES: 0) !0700R8P8x•AL 570.41141708 IA2 087AB•113 87 L1578O8EhT SURTE7118.080232 B7 2047 AC57S4fBO 4917948• LYG 2) 9)ONVAR757094647702' ARO 08DFR)9OUAD mar LOCAT7010 ARE CORMS° 1908 RRORO 11•71M1411011 RECORD NAM MD AN 415790190.7 508407. SJ 0.19049)4371 mains WI BEEP CORP4AD 51 PART BASED (970/757419444098 PROM® 87 IBS 4212870720 s+u+78enAo 71187 118 5749264401 S 10 BS 4131,211AERSO APPROA5 447E AMA SELLS LXC5£60a3 GRIM 1 1v WE5 00r 7.425270605217? FOR SMS01.1R8 E79UT8 OR 08L4','fO59 IKi% 8317 HAW 8010' 41C173PORAr9D 270 MR PLAN AS A RLSU00. 4) B(A'1AITOIS ARS BASCO ON AY.42338190 0.10)8 FLAN REFERENCE: 4472/20)8 LARD 1976 323437 PLAN 1N 9170DT0I1( XAAUCW0112 12B0L634X' 3010'777( PREPARED 109 TIE AIMS FOR AIMS 44871440.43 LW. 53212 0'-20; BATS JAXVARY 03 2005, 89482910 BY SCNO1T03D 8:011078 OF 834 ShQYAXA 942 Steven M. • Horslal l 2014.03.10 083211 -04'00' DISK REF N0. F:\P\7008-008 DRAWN 8Y Sall REV DATE REVISION BEACON SCHOOL 917 BELMONT STREET WATERTOWN, MASSACHUSETTS EXISTING CONDITIONS PLAN BY APPD BY SIX KELLY ENGINEERING GROUP, INC. CIVIL ENGINEERING CONSULTANTS 0 CANPANL117 OWE • MIME WA ' 02184 441014E1 751 543 4333 FAX: 781 543 0028 SHEET N0. 1 N ROMAN CATHOLIC ARCHBISHOP OF BOSTON PROPOSED LEGEND Y.0 — SLOPE GRANITE CURB TRAFFIC DIRECTION a>< GRAPHIC SCALE 10 II t2 40 40 (1N IYtT) I Inch -20 rt si.eoa.0OOP TA0w,c.0M�m.,ae*•s..cw r.n,a 4.0 r 0a..an 04 r.0.t c Q x u ro.rM Menn.=m°ROAM n MI xc rw.c as WAX. 10 0,1 M10 LIAT CI 14111 DOER. CMT11,311,44 MS MA t119 De 0(VCI or frs UM 740 'wry OM COPYRIGHT (C) by KELLY ENGINEERING GROUP. INC. All Rights Reserved dr .,.. n w. e.n,..r.v.. •. Fa vr ne.gn, n.....v...ae 0.,. «..,..., a»,.e .a.rr u.. ARCHBISHOPROM F{ BOSTON .471 Kenai Cr • EXISTING • BUILDING , • e• wr�S 15' FSG4YAFR Se MACK pore 2) ZONING LEGEND ZCN.NG DISTRICT: T- (TWO FAMILY) REQUIRED EXIOTESTING PROVIDED COMPLIANCE MIN. AREA 7.500 S.F. 89,695 S.F. 89.695 S.F. YES MIN. FRONTAGE 50' (BELNO I ST.) (BEIMOFIT ST.) YES MIN. YARD -FRONT -SIDE -REAR 15' (NOTE 2) 72.4' 38'1 YES 12' 29.0' 29.0' YES 20' 38.4'± 38.4'± YES MAX. STORIES 2.5 2.5 2.5 YES MAX. HEIGHT 35' 35'* 34.4' (NOTE 5) YES FAR CO AGE (NOTE 4 0.5 0.38 0.38 YES BLDG. COVERAGE 30% 14R 16% YES LMPERV. COVERAGE 85% 49.5X* 49.2% YES PARKING TOTAL -SIZE -HANDICAP -LOADING 38 (NOTE 3) 38 39 YES B.5;x IA, 4S7ANOARD7 8.5 z 22' PARALLELi) 8.5'x 18' 9 x 18' (STANDA 8.5'x 22' ((PARALLEL YES 2 2 2 YES 1 1 1 YES PARKING SETBACK -FRONT -SIDE -REAR -BUILOLNG 15' 21'1 21'* YES 8' I5'* 15'± YES 8' >8' >8' YES 8' 8' 8' YES AISLE WIDTH 20' (90' PARING) 20'± 20' YES 12' (PARALLEL PARK:SG) N/A >12' YES 18' (60' PARKING) N/A >16' YES MAX. ORVBY. MIT 24' 24'± 24' YES BICYLE PARKING 4 7 10. YES NOTES: 1. PREVIOUSLY DEMOLISHED 2.5 STORY BUILDING COUNTED FOR EXISTING IMPERVIOUS AND BUILDING AREA:FLOOR AREA= 2.5x 3,094 S.F.; IMPERVIOUS AREA- 3.094 EF.(BLD)+ 1,114 (WALKWAYS) 2. BOTH KNOWLES ROAD & BELMONT STREET ARE FRONT YARDS PER DETERMINATION BY ZONING ENFORCEMENT 3. NUMBER OF STAFF MEMBERS= 25 7 STUDENTS ARE OF DRIVING AGE PARKING REOU,RED= 25 STAFF + 7 STUDENTS / 3 = 28 SPACES HISTORIC BUILD:NG(OFFICE): 3,352 S.F. • .43 = 10 SPACES TOTAL= 38 SPACES 4. GROSS FLOOR AREA: EXISTING BASEMENT FIRST FL SECOND FL TOTAL EXISTING SCHOOL: 7,120 S.F. 8.500 S.F. 7,550 S.F. 23,170 S.F. DEMOUSHED SCHOOL 1,547 S.F. 3,094 S.F. 3.094 S.F. 7,735 S.F. HISTORIC BUILD. `:G: 1,108 S.F. 1,212 S.F. 1,1212 S.F. 3.532 S.F. 34,437 S.F. PROPOSED; EXISTING SCHOOL PROPOSED SCHOOL HISTORIC BUILDING: 5. 00511NC GRADE PLANE AVERAGE= 108.6 FLOOR GRADE = 110.5 FLOOR TO RIDGE HEIGHT = 32.5 BUILDING HEIGHT: (110.5- 108.6) + 32.5= 34.4 7,120 S.F. 8,500 S.F. 7,550 S.F. 23,170 S.F. 0 S.F. 4.880 S.F. 1,980 S.F. 6,860 S.F. 1,108 S.F. 1,212 S.F. 1,1212 S.F. 3532 S.F. 33.562 S.F. David Noel L'.(I,y.A1. ij( Kelly 2014.03.07 16:22:46 -05'00' SCALE BELMONT STREET DATE 03/05/14 SHEET C2 Cr C5 PLAN NO. 2014 -003 -LACK) REV DATE REVISION BY DISK REF NO. F\P\2014-003 DRAWN BY CJL BEACON SCHOOL 9 7 BELMONT STREET WATERTOWN, MASSACHUSETTS LAYOUT PLAN CHKD BY DAY APPD BY DPt KELLY ENGINEERING GROUP, INC. f Lk' CIVIL ENGINEERING CONSULTANTS 0 6AMPAXEW DRh'E • BRAINTREE MA • 02184 mom 781 843 4333 FM 781 843 0028 SHEET NO. C2 / EXIST(1VG 8U / vcsroo STOW WALL h� srDTnLD71<(G ////i re) FEWWA.Y (RP)' D500 S oroZi TO MUM / i% EC REPLACED A5‘ FRSi IZ'® (ff- ,� LTE(s 11004 V sAw-cur ESMM)4 PLANS) 0)05(5'0 / / r'DM SY�ENEor ACCESS 0 040 / PCBL11 /. .. V ' (7E4 STR gyro 'bj 4/ )-j . Awq fy 1 Jf' IIf ` S f3U; "F7 GRAPHIC SCALE 10 20 (IN FEET) I bleb - 20 R 21 MP1111H/'i K F...IC Cr K 0:00e,10 .12 0.1, 0.9,4 1,1,01101F0103.2 00611•41101 W11024. 60.0101. 01 1.164s 6,9 Tt 1101C1/.2 Wee. ReCeLetlet RM. 11•04111,011 MAil IN1/0 II 010.110, r12 MO van rt con COPYRIGHT (C) by KELLY ENGINEERING GROUP. INC. All Rights Reserved 0 0.0 Cr 11000.00 nr x e).w0110..10102., ea..<Tw. a ROO,. 44,1/WY CM rew sa�ac Mr.,* rx rr c�caa .0300G xrm,e110PORma-aDar uaaaa OOP u. AA/ P0:0GB Cf EXISTING A A BUILDING 25 STORY TO WIN:- 1.720 SF.(IactprF13)r h'0 (0505 70 EC SOVIET, !F POS5BLE ANY OA0IAIE0 70555 CR MD‘FS' 9U11 M PEPLACEO PAIL OIIEI( IMO 3 SITDS O7"EA. (SCE AaX. ',LN/S) nee, SO£002A' ro evRPE POsO:E CRANAC£ 70.4054 ORAN ✓tAI FoAr TO BE AO 0000 Ass ALNF WOIA WIN CROSS LOT NO LORE arm 205 A0.vsr RMF O' ALL 00570.50 00200405 SIAVCP. 5 3,- (J/4'- 17/27 • 0(VS'*D STOW 12' 0000 WARPED CAY AV MS' Q 9055 MITI MIER FABRIC (r1P) NOM AIL £4055 LASTING VALE 007(510 3.0001 6001050 0 LEST THAI 20X STOIC (SCE ARC.. P(µ'5) IC•5 1037 rds II.. 5.1= 105..7± 5Y= 1104 Ed= IC65± EXISTING LEGEND CATCH BASIN DRA.4! MANHOLE DRAIN UNE FLOW SEWER MANHOLE SEWER UNE - WATER LINE WATER VALVE HYDRANT GAS LINE GAS VALVE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UTILITY POLE ELECTRIC CABINET GRANITE CURB CONCRETE CURB BENCHMARK HANDICAP PARKING TREES SICEN EOM N/ 10 DOLL HOLE ENO. STEEL SURVEY MARKER FOUND STONE BOUND W/ DR LL HOLE END. IRON ROD FOUND FENCE SPOT ELEVATION (RECORD ELEV.) TI1.2 SPOT ELEVATION (SHOT IN FIELD) RECORD LOCATION LANDSCAPED AREA - - CONTOUR MAJOR '•'/ CONTOUR MINOR PROPOSED LEGEND - RD ROOF DRAIN UNE - O AREA DRAIN o DRAN CLFANOUT CONTOUR UNE 4®' x.-10 SPOT GRADE j j SILT SACK POINT USED TO CALCULATE GRADE PLANE AVERAGE EXISTING GRADE PLANE AVERAGE.. 108.6 David Noel _114x/:444 Kelly 2014.03.07 16:23:22 -05'00' SCALE - 20 DATE 03/05/14 SHEET C3 OF CS PLAN NO. 2014-003-0900 BELMONT STREET REV DATE REVISION BY DISK REF ND. F\P\2014-003 DRAWN BY C.A. BEACON SCHOOL 9 7 BELMONT STREET WATERTOWN, MASSACHUSETTS GRADING PLAN CHID) BY DAD APPD BY 04( 2 KELLY ENGINEERING GROUP, INC. CIVIL ENGINEERING CONSULTANTS 0 CAIRAIEIU ME • BRAINTREE MA • 02184 PHONE 781 843 4337 FAX: 781 843 0028 �l# OF FIE, DAVID NOEL CIVIL N 12 406, t SHEET NO. 0 ; NT AS -110 r1.AT.IPIA T. TOP i• = TOO, i GRAPHIC SCALE w » CO ( IN DIET) 1 inch = 20 IL 099.9104 m 24 �rt9Z � >9999�0,n a�. SEMAE �,o, , W 0019 'a nOT w a.' Do[7.G OYYI LAMM J, 9199991,119 O,urc u M OHT9.919Im *.O ram ¢4 COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved 9 99 Cr 19 09919 .r0.199 Vic 24 [4 � or.c o 9999191 e. ® 991999,0. 24 9 199 099219 ROO .m0999 119 09. 9.90 9.. 999 99.=9. s 9.9 9 999 0.=9.,91 Poen rf 99999 x... WON ROM- OPAN o res, DDas ur (SEE AROVIECR/RAL PUNS) NOTE EbSRDG;0RANACE PEAP PO ft MANFAMD INPOUDAIXIT COVSTWSlCDO'/. / RLALE MAN d CIAHFT' EOV1TCDc.Y TO DISINO TO �, r CE•ESOAD 8r FELVE 7P /. a w � s,440, rLDf1/C / f S/ F (PQO7Pn its,s _ IO RFIiew 07 TO / EE.rexA[ID AS % FEETTOSD PTANS) / 1ATEOPO (Mr AGlDD LDC4ECW & (MN CF Ensr, S SENO? ID EE CEIEF.[VED A RECOiPMRD FR{.R LU AV/ O1HER CC STROCOLN PROP. CO /tv= 1035E PR(POSED arc FECYM£CT EZSIAG SExER d'I DAS APPRORVAIE LLDADOY Wq2( WV WATERIVLW CEPARPSOIC Cr MAUL` APPKS PRO? AD MA. IORSE Ds? 7 BELMONT STREET SCALE A• DATE 03/05/14 SHEET C4 Of CS PLAN NO. 2014-003-UTEO EXISTING LEGEND CATCH BASIN DRAIN MANHOLE DRAIN LINE FLOW SEWER MANHOLE SEWER LINE WATER LINE WATER VALVE HYDRANT CAS UNE GAS VALVE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC 'C, UTILITY POLE ELECTRIC CABINET GRANITE CURB CONCRETE CURB BENCHMARK STONE BOWIO W/ NO TROt HOLE END. STEEL SURVEY MARKER FOUND STONE SOUND W/ OR01 HOLE FM. IRON ROD FOUND _ FENCE SPOT ELEVATION (RECORD ELEV.) ,,+ '; SPOT ELEVATION (SHOT IN FIELD) RECORD LOCATION LANDSCAPED AREA PROPOSED LEGEND ROOF DRAIN UNE — RD — 0 AREA DRAIN OD SEWER MANHOLE SEWER UNE X , —X WATER UNE TO BE REMOVED T TAN SILT SACK David Noel Kelly '' 2014.03.07 I 16:23:58 -05'00' REY DATE REVISION BY DISK REF NO. F:\P\20III-003 DRAWN BY cA BEACON SCHOOL 9 7 BELMONT STREET WATERTOWN, MASSACHUSETTS UTILITY PLAN CHAO BY DMA APPD BY DNY I KELLY ENGINEERING GROUP, INC. CIVIL ENGINEERING CONSULTANTS 0 CAMPANELU DRAT • EVJNTSLE W. • 02184 PHONE: 781 843 4337 FAX: 781 843 0028 SHEET NO CONSTRUCTION NOTES FINISHED LADE TO DRY WELL ROOF DRAIN CONNECTION DETAIL 6' -SO ELL CU:DOCTOR. PIPE FROM ROOF FIN.STEO2GRAD V£ BINOSS SLAB NOT TO SCALE (ROOF-OTA V-CONNECTON) Ia KELLY ENONEER NOTES u0.0 1001.0 ITT LLKATAS SV4 S T1T✓+NO St VWXMJERi SC 00445 Y TtCC,540 b EfSEri (113.40. S..71 4 5 F,IR MiWf#L 61 .KL T5 6E GCC'E.G5 OEM 1055KT91,5 5FE011 10.5 14)490 SVEL CC h e MFRS 07 MESSED Ta:•L Oral OEH 'fart Enaro., r 9.1PAK FNSLL5 ILL 1x74 TfBE-T PE!•-" ♦I1S 9011 LE POSED .04041E MO PE 409040 It PRUE/ iR:EVIL ESPIER RETAINING WALL DETAIL TYPE -1 (� NOT TO SCALE (RETAIN:IC RAU) I ,X KELLY ENPNEERBNO GRCUPC) LAVCVT LONE SEE LAYOUT AND ZOWTT PLAN FOR WOW CF SIDEWALK COMPACTED GRAVEL CA CRASHED STONE RACE GRAVEL FYLCR TO SETTND CO E051IG CLASS •C' CONCRETE (RAMIE OJRKNG TA CGNFCRM TO TWO S PER 6904.2 DEPT. OF PUB1C WSRKS. MASS. STANDARD SFEC+ICAT EIS FOR HGHAAYS AND ERvOCES. SLOPE FACED GRANITE CURB MATH CONCRETE SDEWAIJ( DETAIL NOT TO SCALE j� I011,T FKA+EFAIO ORaLP Ae© waerma on. pa It C.a. rot Career. 1.00. ilarrorp. a enx.-nrs E‘rEE> 14 g. LATA TIOMOISm' 5ortv., arm ni F+uIER tn Win MM -a Eno, rE PRAY00105400Nb.I1n10070100400110 WK MET or la 104ln nn eon 0a1 COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved Kt Far or 7,111 a' 1111E w,wm rxo. M KIK... nErol.a ExanornE0 .I,.T la, a n En ran EEloac ..,.,., ern ,.,......1.>,T•r7=.."‘" >o..>•..bo,T,.�.>.,fr. .....RMto.,�...z.,. 4' (TIP) r r 0700)10 SHALL BE 4' WDE 5TRA'4Y UNES OF W14TE TRAFFIC PANT, TO BE INSTALLED AS SHOWN CH LAYOUT AND ZCA:NG PLAY Ul-S'NLST TYPICAL STRIPING DETAIL NOT TO SCALE Ili HELLY ENGY.FRALL: 0TCtJP. INC© GROUND SLOPE. k1 MAX 12' 12' DRAIN BASIN 12' STAe?APO H-25 DUCTLE IRi5 CRATE FOR CATCH BA51N (SID GRATE FOR MANHOLE) BA.%TILL MATEIFAJ. SHAT 8E CRUSHED Sl NE TA GRAVEL MAIETUAL MEET.NC.. PASS 1 CO 2 AS SPECFTED DO ASTM 02321. BACKFIL MATER.AL 90.41 SE PLACED V!TORVLT N 12' LETS AND COWACTED. CATCH BASH /NO DRAW UANHMES SNAIL EE SUPPLIED BY NDLGR00AST OR APPROVED EOINALE0T CATCH BASIN/ DRAIN MANHOLE DETAIL NOT 10 SCALE: bKElLY ENGAEENNO GROUP, INC.© ,(AREA-CRAT4-2) 8' COMPACTED CRAWL BASE SAWOUT E10CM PAVEMENT TIRCAL 811U:MOUS PAYND TIDE I-1 1' IEAR.NG COARSE 1 1/2' UNDER COURSE PROYCE TACK COAT O ALL JONES EISSIID. PAVEMENT PAVEMENT MATCH SAWCUT DETAIL tf t.lI5trt_E7KT NOT TO SCALE KELLY ENGNEERHO CRCIP. INC.© SEE LAYOUT AND 20II.N0 PLAY FOR Wont OFF SDEWALK 686-W1.4:W1.4 WHIP CCVPACTEC GRAVEL CR ERUSED STONE NOTE: PROVIDE E.10,55ON JOLTS AT 20 OG CONCRETE WALK DETAIL 140:-RNA-Ll7ES1 I NOT TO SGAIE I'7 F071Y 0401,0 .110 00 .9 NCB Al. THE CONTRACTOR SHALL REPORT 10 THE MIN AND ENGINEER CF ANT SCAADCANT YARUTONS. N EIOSTNC SITE 00 SDONS FROM MOSSE SHOWN CFI THESE PLANS. ANY PROPOSED REVISIONS tO THE WOW, IF TEUIRED BY THESE SITE CCJ::OTWNS 9ULL NOT BE UNDERTAKEN UNTIE. REY'.EMED AND APPRO.SO BY THE OMER AND R6: EKCNEER AZ THE CONTRACTOR SHALL T:OTFY THE TORY CF WATPRTOWN DEPARTMENT OF PUBUC 001(05 AT LEAST 4D HOURS IN ADVANCE Cf ANY REWIRED NSPECTONS. A.3. N CR5ER TO PROTECT THE Rem SAFETY DIMING CONSTRICEON. THE CONTRACTOR IS RESPONSEIE FOR NSTALLNO AND MANTA IIOG AT ALL TLES ALL NECESSARY SIFETY 0£Y.CES AND PERSON: EL, 0ARN00 UPATS. BARRCACES. AND PUKE OFFERS. AL AIL WORK 9TALL CONFORM TO A SITE PLAN REVIEW TO BE ISSUED BY THE TORN OF WATERTOWN. A5. FOR ANY PROTECT THAT NYOLSES 1 ACRE CR MORE CF DISTURBANCE CONTRACTOR SHALL SECURE A WOES PERMIT PRKYI TO EECINTLNG ANY OTHEllG ACTAITEL A6. ALL WORK 91ALL CONFORM TO THE CEOlGCNMCAL REPORT BY 011#00 AL THE LOCATION OF UNDERGROUND U1UPES AS REPRESENTED ON THESE PLANS IS BASED UPON FLANS AND 410000ATKH PROVIDED ST THE RESPECTIIE UZLTY CYIPAKFS OR MUNKEPAL DEPARTMENTS SUPPIEMENIED BY FIELD IDENTTICATCN WHEREVER P050W.E. NO WARRANTY IS MADE A5 TO THE ACCURACY CF THESE LOCATKi0S Cl. THAT ALL UNDERGROUND UTRJTES ARE 910TVY THE CONTRACTOR SHALL C 411000? OG SAFE AT LEAST 72 HOURS PRIOR TO TIE START CF CONSTRUCTION OO SAFE TELEPHONE NEWER IS 1-888-344-7233. AR. THE CONTRACTOR 94,111 WW1' 1HHE LOCATION, SIZE AND DEPTH OF FASTING UTUTES PRIOR TO TAPPING INTO. CRDSSNO CR EINE/LONG TE11. 1 THE NEW URN POSES A CONDUCT WITH FOOTING UTILIZES. THE ENGINEER SHALL BE NOTOEO PEON TO THE CONTRACTOR CON THUNG. 09. REFER TO ARCHBIECTURAL PLANS TCR EXACT LRAIDT:0 DUE7.SON ARO ODOR LOCATORS. A10. BENCHMARK ELEYATCN IS ON SHEET CL DAWN IS ASSUMED. 81. REFER TO RUMaSG PLANS FOR EXACT SIZE AND LOCATOR Of SAWIARY ARID WATER CO.NECTOIS 82 REFER TO EHECORKAL PLANS FOR TIE UOTTNO 000115, FORME DETAL AND MING 0040101504 LCCAIICN. BA All. HOPE 1001 DENSITY POLYETHYLENE FIFE SHALL BE ADS 0-12 OR APPR0YE0 ECUAL SEWER SHALL BE SLR 35 45M RUBBER RING JONI'S. WATER LASS 9ULL BE CL 52 DLP. (UCTLE NON PIPE), FENFORCFD CONCRETE PPE RCP SHALL BE CLASS ILL 84. NO LEDGE. BOULDERS, CR OMER LNIEUTNC MA101001$ ARE TO BE LEFT WHIM 6. 0- THE SEWER N OW TRENCH, NCR ARE THEY TO BE USED TEl BA0701 FOR THE FIRST 12' ABOVE THE P.PE5. Cl. WALLS SHALL BE 4' MCC AND SHALL BE CONSTRUCTED Of: 6' CF COMPACTED BANK GRASI. CONCRETE FOR WALKS SHALL HIVE A MNAIUM 28 DAY COMPRESSION STRENGTH CF 4,000 PSI. WALKS SNAIL BE REINFORCED 74TH WAN 61 6 11.4/01.4 CO:FORA4IC TO A5TM A184. CL BASE VATER'AL SHALL BE CLEAN BANK RUN ORAVEI, CBESRIPNG TO 4402.0. 111.03.7, 0101 NO STONES LARGER TUN mutt (7) INCHES IN NA04ETEH AND SHALL EE PLACED AND ROLLED 44TH AT LEAST A TEN TON ROLLER. THE SURFACES SY1LLL BE VET 00.50 RUING TO 87AD THE MATERIAL. ALL STONES CF 4' DIAMETER OR LARGER SHALL BE RMOVED FROM THE SIB -BASE PRCR TO PLACING BASE MATERIAL C3. TRANSFCRUER PAD STALL BE INSTALLED PER PROVIDERS SPECPTCAT-0NS C£NORATCR PADS SHAT BE INSTALLED PER VANUFACNR\0 SPECIFICATIONS. C4. P001404T AREA SHAM DE PAVED TO A TWO:NESS AS SHOWN CR THE PLANS MEASURED AFTER COMTACT10N, vim A FENDER CURSE AND TOP COURSE OF CLASS 14111)0004)5 CONCRETE PAVEMENT. TIRE I -I. C5. THE ACO;EGAIE SHALL SE COMPOSED. 44+ED AND IAD HOT N TAO COURSES AS SPECE,ED IN THE 'COMMC IRV.LTI CF MASSACHUSETTS STANDARD SPEOTICATECOIS FOE HOIWAIS AND BWOTEE'. 1588 EOTTON SECTION 400 FOR CLASS I E0TR4.NOUS CONCRETE PAVEMENT, AS SPEOOTCALLY SET FORM N SECTOI 46420 AND 46080 BT. cow. PAVING SEE U10JT AND ZCESS PLAN FCR WIDTH lA 5000011, 6.5-111.41%1.4 1004 NOTE PROY0E EXPANSION JCNNIS AT 2S' 0.C. COMPACTED GRAVEL OR CRUSHED 5104E INTEGRAL SIDEWALK/ CURB DETAIL NOT 1D SCALE (NTECRAL-SUEWAIK-CUPS) !S K LLY 000211 040 CROUP. E:G© C6. ALL 1015TYi0 PAVJTG TO FE OSNRBED EHALL RE CUT ALONG A STRAIGHT UNE 144.01401 ITS EtNTRE THIEVES 0.TT VSlf PAVTNG INTO THE EWSTA:G PAVEMENT TO REMAIN AND TAPS COAT THE CANT. C7. ANY PAVEMENT PEMO'.ED POR UTUTY TRENCH EXCAVATION CR OI1>ERMSE DAMAGED 000)10 CULSTRIICT,C*l SHALL BE REPLACED um A PAVDIENT 5400(11 COISISTNG OF I 1/2' 4EARNG COURSE OVEPLAVJ1G A 11/2' BNDPR CO+JR5E OVERWIND A 12' ComPAC1E0 GRAVEL BASE COURSE 01. ALL AREA5 TO BE PLA1IEO WITH GRASS SHALL BE 'SEATED KIM 140 POUNDS CP GRIMM LIMESTONE PER 1,000 SF. CF AREA PLANTED. ALL AREAS TO BE PIAY00) 45TH GRASS STALL EE FERTTUDED VIM 10-10-10 AT THE RATE OF 1,000 POUNDS PER ACRE OR A5 RECRARED Err 501 TEST. 4110 OF 111E 5410000)1 SHALL BE ORGANJ: FORM. • DL ALL LANDSCAPED AREAS TO BE LOWED AND SEEDED STALL HAVE THE POTLD N0 Viz PERENNIAL RYE 25% KENTUCKY FILE 2510 CREE 4SG RED FESCUE OR PEINUI:I FESCUE SEED AT THE RATE CF 1//1,000 S.F. 03. ALL AREAS NOCATED TO BE LOANED AND SEEDED 9V1L HAVE A V_Nv17M Cf 4 NOES OF TOPSOL SPREAD ENEMY THROUGHOUT. 100f,DE 40000)1 CONTROL MEASURES AS NECESSARY TO PROVIDE SLOPE SPABIITY WWI 0EGETATICN IS ESTABUSHED. El. THE CONTRACTOR SHALL REULARLY INSPECT THE PERYETER OF TIE PROPERTY TO CIFAMIP AND REMOW LOOSE CONSTRUCTION METRE BEFORE IT LEAVES THE STE ALL EEMOUTIOT CMS SEMI BE PROMPTLY REMOVED RCN THE SITE TO A LEGAL DUKE SITE. ALL TRUCKS LEA110 THE SITE SHALL BE COVERED, EL IT SHALL BE TIE PESPONSBAJTY OF THE CONTRACTOR TO NSMUTE EROSION Ok11RP. MEASURES ON AN AS NECESSARY BASIS SUCH THAT EXCESSIVE 501 EROSTOI DOES NOT OCCUR. MEASURES STALL INCLUDE HAY BALE DEE5 .000110 MANAGE INLETS, MULCHING AND PIANT1G OF 01511)0540 AREAS. 5010 E3. PRTCR TO THE COMMENCEMENT OF ANY OTHER 0000 A SIT SACK 04011 RE INSTALLED IN EACH ETOSTLNG ORANACE NUT. E4. AFTER NSTALLAre, OF EACH DRAT4AGE INLET A SILT SILO4 SEMI 8E PETALLED LN EACH INLET TO PREVENT SEDLUENT PRUE ENTEDNC TIE STOS1 DRAM SYSTOA. ES. AT 111E END OF OONSTRUCTCN AU. DRAINAGE STRUCTURES ARE TO BE CLEANED OF SIT, STONES AND OTHER OES(8S. E6. 0)41340 CCNSTR.TCTAN THE EROSION CONTROL MEASURES 91ALL 8E INSPECTED ONCE PER WEDS AND MOEN 24 HOURS OF ANY STORM EVENT GENERATING MORE MAN 1/2' Cf HAWAII TE MORON CENTRE MEASURES SHALL SE 0.EA.NED REGULARLY A40 ARUSTED IF NECESSARY TO DISLIKE THAT M1D SILT CR DEBRIS LEAVES THE SITE. David Noel Kelly 1 2014.93.07 16:24:34-05'00' SCALE N/A DATE 03/00/14 SHEET GS Cr CO PLAN N0. 2014-003-0100 REV DATE REVISION BY BEACON SCHOOL 9 7 BELMONT STREET NEEDHAM, MASSACHUSETTS DISK REF NO. T:\P\2014-003 DRAWN BY NO DETAIL PLAN CHKO BY DAM APPO BY 0111 KELLY ENGINEERING GROUP, INC. CIVIL ENGINEERING CONSULTANTS 0 UMPANEW DRTWE • BRAINTREE MA • 02164 PHONE: 761 603 4337 FAX: 761 643 0026 SHEET N0.