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04_C400 Utilities Plan Washington Salem 05-09-18 UTILITY & DRAINAGE NOTES PIPE MATERIALS: ALL E XISTING ABANDONED PIPES TO BE CUT& CAPPED AT MAIN. �. _ --re�.�� DOMESTIC WATER SERVICE: 4 INCH DUCTILE IRON CEMENT LINED (DICE) , ` \ �\�� � 6" 2 THE LOCATION OF AND SIZE OF BURIED UTILITIES ARE TAKEN FROM THE CLASS 52 (TO BE CONFIRMED BY MEP) \ \ \\ "EXISTING CONDITION PLAN" BY NORDE-EAST SURVEY, PLAN DATED DECEMBER 7, FIRE SERVICE: 6 INCH DUCTILE IRON CEMENT LINED (DICL) 2012; AND AS-BUILT PLAN PREPARED BY NECE, CLASS 52 (TO BE CONFIRMED BY MEP) \\ \\\ \ \\ \\ \ �� ` NORTH ' q \ THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF \\ �\\ \\ \\ \\ \�OOO\\\ (D4• ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING ALL WATER LINES SHALL HAVE A MINIMUM OF FIVE (5) FEET OF COVER OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET \ \ \ \ �9,p ROW, OR ON ABUTTING LOTS. SANITARY SEWER: 8 INCH CAST IRON SERVICE TO BLDG \\ \\\ \\ \\ \\ \C/�F \\ H I 3 ❑I ❑ICE MINIMUM SLOPE= 0.020 \ \\ \ \ 1 a \ Design Consultants Inc. CITY OF SALEM MUNICIPAL UTILITIES (WATER, SEWER & DRAIN)ARE NOT PART OF \ \ \ \ _ _ 3„ Somerville-Quincy-Newburyport DIG-SAFE. REQUEST FOR MARKINGS CAN BE MADE BY CALLING DIG-SAFE AT STORM DRAIN: 12 INCH (MIN.) CPE (UNLESS OTHERWISE NOTED) \ \ \ \ TRPED t3 „�',cI-m&com 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO EXCAVATION. STREET OPENING MINIMUM SLOPE= 0.010 \ \\ \ \ \ PERMITS SHOULD ALSO BE FILED AT THAT TIME. \\ \ I 6„ ROOF DRAIN: 6 INCH (MINIMUM) CAST IRON \ \� ' - _ _ _ 6" THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE (UNLESS OTHERWISE NOTED) _ - - - - / DMH �/ RM15.00* APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER __ _ _ - - - 6» J / R=14.88 / MINIMUM SLOPE= 0.020 - - - - - - - - - / / I.I =10.73(CB) / I.OUT=�98 OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE AND MINIMUM COVER= 2 FT _ ___ - _ - - - - / I.IN=4.03 EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND - - - - - - - _ _ _ _ I.OUT=4.00 _ _ _ _ - - _ _ AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT ' - _ - / - - - SOUTH RIVER CONDUIT MH - HI.RIM-14.79' - _ SOUTH - - --- - - - � TWIN 72" DIA. PIPES -_��= RIVER CONDUIT - - - - - - - - - BEOCCASIONEDBYTHECONTRACTOR'SFAILURE TO EXACTLY LOCATE AND - - - - - - TWIN72"DIA• PIPES - - - - - - - - - - - - - - - - - - - - - - - PRESERVE ANY AND ALL UNDERGROUND UTILITIES. - - - - - - - - - - ALL EXISTING UTILITY SERVICE CONNECTIONS SHALL BE ABANDONED UNLESS DMH CUT& CAP CB SMH ` \\ R=20.84* g"PL HP G NOTED OTHERWISE. THE WATER AND SEWER SERVICES SHALL BE CUT AND EXIST. SERV$OES R=15.82 \ G CAPPED AT THE MAIN IN THE STREET BY THE CONTRACTOR IN ACCORDANCE 1 IN=16.94(CB) COMM. CB N AT MAIN 1=12.43 - I.IN=14.44 G E WITH THE CITY OF SALEM STANDARDS. THE PROPOSED GAS, ELECTRIC AND/OR LOUT=14.34 VAULT R=20. * GG CATV INSTALLATION AND ABANDONMENT OF EXISTING CONNECTIONS SHALL BE _E SMH =17.2 APPLICANT: COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE COMPANIES. �f_f -R 121.�0 G WG I DODGE AREA, LLC FINAL DEMARCATION POINTS FOR GAS, ELECTRIC, TELEPHONE, AND NO ELEV. DATA o f f_ �`�� R=22 2M* WG 8 PL HP e L •deb L OPECHEE CONSTRUCTION CORP. COMMUNICATION SERVICE ENTRANCES ARE SUBJECT TO APPROVALS OF EACH f I=2.87 E 4. b o L _ F Lp Q OB o BELMONT, NH 03220 PROVIDER. G OO LP BASE PARK p OBL N 603-527-9090 f RPED � � p ALL UTILITIES SHOWN ON THIS SITE ARE TO THE EXTERIOR OF THE BUILDING O de. SMH-2 LP BA, F HH FOUNDATION ONLY. UTILITIES THROUGH THE FOUNDATION AND INSIDE THE R R-23.51 E SMH-3 �+ BUILDING ARE THE RESPONSIBILITY OF THE MECHANICAL ENGINEER. SEE 0 R=24.20 e - MECHANICAL ENGINEERING PLANS. OO E RSMH-4 2461 24"� Y -� 24" VAULT/ n QS CONTROL c 1/1 / 3 h MH 20"CI WATER CABINET � HI.RIM=15 00' WG THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE EXACT `� W TRAFF.LIGHTS WG 0 2"PL LOCATION OF ALL PROPOSED UTILITY CONNECTIONS. > R I SUPPORT POLE 6" DI SEWER ' 6 GGAS °# 05 2"PLG- T 6" (MIN) DI CONNECT TO NEW WATER SERVICES MUST BE LEFT SHUT OFF AT THE MAIN ON THE STREET r N I I EXIST STUB / 12 GIS R C. vs. 5=0,02 10 CI WATE EN � UNTIL ACTIVATED BY CITY OF SALEM. F E i EO NNECT TO ROOF DRAINAGE CONNECT TO t 3 r 2" , : INV=104 8" EWER RIM= .79. 9-11 Dodge St. ,IN CON001, EXIT STUB S 0s A DYE TEST SHALL BE PERFORMED PRIOR TO THE ISSUANCE OF AN OCCUPANCY N N 1 2 cG"cRf,� 11 / 8" DI (SErE EP PLANS 5 INV=5.50 - IN _ N PERMIT. r OH, PWE 4" DI DOMESTIC ROCDRAINAGE S=0.020 FOR CONTINUATION) c WATER SERVICE IN\I`-17.60 (SEE MEP PLANS 8" DI 217-219 & THE CONTRACTOR SHALL SUPPLY ALL PIPING FOR THE UTILITY SERVICES AND o `> (SEE MEP PLANS (SEE MEP PLANS FOR CONTINUATION) S=0.020 N s 231 -251 SHALL SUPPLY ALL ASSOCIATED APPURTENANCES, FITTING AND VALVES UNLESS AB N XI 8 DI II o "'� FOR CONTINUATION) FOR CONTINUATION) = 6" DI o H NOTED OTHERWISE. THE CONTRACTOR SHALL PERFORM ALL WET AND DRY TAPS SE VI E W 06" GAT 500 GAL. SEE MEP / S-0.020 Z I E T r T AS PART OF HIS/HER CONTRACT. c GREASE TRAP ( - w 6" DI FIRE n j/ RIM=14.00 CON U�`TION) _ ll - 4 Washington St. , ALL PLUMBING FIXTURES BELOW THE LEVEL OF THE RIM OF THE SEWER W "" PROTECTION INV (IN)=8.33 SMH /8"VALVE 14.18 14.11 6. WATER 2 � MANHOLE SERVICING THE FIXTURE(S) SHALL BE CONSIDERED AS BEING SUBJECT c w WATER SERVICE (OUT)=8.08 FOR FL D WATER D _ Salem , MA SEE MEP PLANS /� ONTROL #193 - 211 WASHIRBUCK GTON ST. TO BACKFLOW AND SHALL BE SUPPLIED WITH BACKWATER VALVES. �' `" ( "' ce STARBUCKS COFFEE / FOR CONT .AT ) \ / I D > I P R=13. 9 ROOF ELEV. = 47.4' CITY OF SALEM RESERVES THE RIGHT TO INSPECT ALL FACILITIES DISCHARGING .ems / \ _ _ _ _ _ - - - - - - - ,1 '26 -0 I - 1=10'1 BRICK FACADE /STONE FOUNDATION PROJECT INFO r MH b f, DMH ' N / \ 500 GAL. I R=13.32 TO THE CITY OF SALEM DRAIN AND SEWER SYSTEMS. N \ RI 13.3 L.POLE E / \ / OIL/WATER ® ® s�-s s o I(c)=5.13 UT & CA / SEPERATOR � �s� PROP. DMH I TR i I(b)=5.13 a'' c s s s s s RIM=14.0± PRIOR TO CONSTRUCTION OF NEW SANITARY SEWER, STORM DRAIN LINES AND c EXIST. S RVICE O (D I(e)=7.10 o / \ RIM=14.00 1 INV. IN-9.86 CB I(e)=9.52 MANHOLES, CONTRACTOR TO PERFORM TEST PITS AT LOCATIONS OF EXISTING ��\� f AT M/�IN N 3 X / / INV IN -9.91 =13.° 5 LATERAL CONNECTIONS FOR SANITARY SEWER AND STORM DRAINS TO CONFIRM y I rV O (� - INV.OUT=9.81 I 10 `� N METER INVERTS OF LATERALS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE N WATER f #A-6 // \v/ INV GOUT)=8.91 y D DD D D D D D E l 0 1 l 0 1 � ENGINEER IMMEDIATELY. �' / I WATER n=c 0> 4 INV=2 L - J L- - J o 1 77 10" DI 27 Fo THE RESPONSIBILITY OF OWNERSHIP AND MAINTENANCE OF THE SEWER, WATER, z / 0 oZ MH 36LF 12" E SN. J� / < O _ 42LF 8" DI ROP. DMH S 0 P I METER AND DRAIN CONNECTIONS ON PRIVATE PROPERTY AND/OR PRIVATE AND PUBLIC tiP ° '.RIM=27. ` \ / 1 F �, I IM=14.0± WAYS SHALL REMAIN THAT OF THE OWNER. S=0.0170.020 o N W ONCE THE CONDOMINIUM ASSOCIATION IS IN PLACE, THE RESPONSIBILITY FOR °a� /� o 0 I I 0 I 1 I L V. OUT 1 MAINTENANCE SHALL BE THAT OF THE ASSOCIATION. � e s off; �, / � WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, oPo ° v zo25 o DMH / \ / y 1 1 THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY o°`� oc" / RIM=28.30 / 10" DI 0 E CAS W ELEC. 4 HI.R .51' ry 0 < F 7 F 7 F -1 9 A- DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION ��,9� IN .o� =za.s �o INV=25.00 / n A SHALL FURNISH TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. I 0 I I 0 I I 0 C��10 HH "p.GAS L - J L - J CB L - J W HU TRENCH AREAS FOR THE CONSTRUCTION OF THE UNDERGROUND UTILITIES ARE �.� S o // \�/ RIM=13.75 m R=13*5 U TO BE REPATCHED WITH SAME MATERIAL AT THE SAME DEPTH AS THE EXISTING 0 ��` / o ROOF DRAINAC INV=10.75 GAS METER MATERIAL. THE AREAS OF TRENCHING SHALL BE NEATLY SAW-CUT AND THE NEW Q4J 5 +moo / INV=25.15 / \ F O� Fo� o of o� � U� 6 CI _ _ _ _ p I W B o REPATCHING MATERIAL SHALL BE PROPERLY SEALED IN ACCORDANCE WITH THE >o R� cec' Q / (SEE MEP PL�AI� L J 4 m _ �0 1 REVIEW COMMENTS 5/9/18 ski \ ,moo /1:24.9(R 28.92 ' S=0.021 / I- I- I- I- I 0 e R 11 038TOWN OF NEEDHAM MUNICIPAL STANDARDS. a" Pao / FOR CONTINUA 6N) 1 I 1 0 I I I 1 I ° B ' o REV DESCRIPTION DATE I 0 V 5 �ti4' A. � ,y I 0 I � L R 13.37 Ao c DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, SM�gH�p�3 3o ry" / L _ J L - J L - J L _ J I I f o I= D.52 TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. RELFi l t1 T. R T /� / O\� pF -1 W/RIL NHS k�u PROP. C�' AT RAL / \ / r r r r IDI L�J DMH I -1 I -1 I _ I E R=13.71 NO TRENCHES ARE ALLOWED TO REMAIN OPEN OVERNIGHT. '� c / O) 1(a)=s.sscD EMH I(b)=5.50 � ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE WORK DAY OR / n 1 0 1 1 0 1 PF40POINRILTRATION SIYSTE 0 #C-21 1(0) 7.61 x PEA OF OW4 C2 83LF 12" CPE / \ B TTOM OF STONE E 10.3+ 0 l(a)=7.76 > 0 ��5. COVERED WITH STEEL PLATES PER 520 CMR 14.00 EXCAVATION AND TRENCH ,� - / O L - J L - J - J - p '(e)=s.7s o Qz ERIK S. y� SAFETY. IF STEEL PLATES ARE USED, THE TOTAL LENGTH OF PLATES IN THE EXI IN 6 AT RAL c S 0.043 / < / (FINAL LOCATION AND CONFIGURATION S w a m m SWANSON TRAVELED WAY SHALL LIMITED TO 50' rl B NNED 6� H E / \v - - - TO BE COORDINATED WITH FOOTING ° Fo7 _ W o CIVIL PLAC�MENT)i o L J u = N No. 50376 PROVIDE NEW SLEEVE CROSSINGS AT WATER CONNECTIONS AT WASHINGTON oP �` STC o / CB 0 1 l 0 1 l 0 1 l 0 1 l 0 STREET AS NECESSARY. �Ne =31.39 / RIM=31.23 <\ < /� L - J L - J L - J L - J L - J ��� W F � o a INV=28.34 INV=28.23 \\ MIDI LEGEND D \\ PROP. GAS SERVICE IDI 4 \ AND METER LOCATION. I DMH 1� LIGHT POLE \ 0 � w R=13.71 SN.-� STREET SIGN \ F - � F - 7 �O�E ONFIROVI -1 F- - � ID� i(b)=s.s ` 10 12" CPE j \ XI IN HYDRANT PROVID IDI R LOCATE FIRE HYDRANT i �� 10LF 12" CPE \ I 0 1 � � � 0 1 0 1 10 I ° � �I,H DRANT DH.SB.Ei DRILL HOLE IN STONE BOUND FOUND S=0.017,` aP S=0.017 \\ L - J L - JTO REMAIN. - J L - J L - J I 0 I N Wsww F FND. U L.P \ PROTECT DURING 3 D PUBLIC DRAIN SERVICE JJJJ`"` -s PUBLIC SEWER SERVICE \\ CONSTRUCTION I J S - - - - - --.1_� - - - - - -_ - - - - - -� IV PROPOSED PUBLIC WATER SERVICE o �' CB „o -11,_-�- r UNDERGROUND TELECOMM. LINES RIM=31.23 ti 3 E UNDERGROUND ELECTRIC LINES " x w w w W w 3 „ EMH INV=28.23 "" $"a W W W W w UTILITIES -CA UNDERGROUND CABLE TV & COMM. LINES �r / �� 8~ CAST IRON WATER LINE s"c1 w �5 © E 4 STORY APT.BUILDING CA T r T T T CA T T T T CA TC 3 VERIZON OD DRAIN MANHOLE BY BRICK FACADE k CONC.FOUNDATION fpp 3�#257T - COMCABT G T CA T CA G T CA G T 1y CAB TELECOM. sQ SEWER MANHOLE P�,xz/ G PLAN T T T T O T T r 171 D.RAIL 4 � W 4" WATER LINE-W W W W #SMH a C 6"PVC S c 6"PVC� SWW R=14.08' �.�.FCE. G se < G G 4" GAS PL LP 2004 G G S G S G S S � G S �S PVC S S 8"VC T TLECTRI M. MANHOLE 4" G Cl LP 19136"PVC b EMH 4" GAS CI LP 1s13 Sww QE ELECTRIC MANHOLE / HANDICAP ACCESS/ RAMP EO W E E E EE BL E E E E�-F�O L.POLE E E E E E io N' 1-1 W8"CI WATER TREE EMH EMTR RM20.00 Ent E HH 3� W W~ SHEET NAME: C ROOF ELEV.-47.1' I(G)=16.01 a RM14.0 EMH D " I 2 STORY ROOF ELEV.36.8' WV �v BY BRICK FACADE I(C)-1S.9O I`GTHH \ CIL�, '-9 91 DMH 8 I rn 3 LE pQ WATER VALVE (GATE) ( ) c1 RIM 18.27 la GV 1 STORY CONC.BLOCK x 17.0 w DMH GAS VALVE (GATE) 3S \ x 15.5 R 14.12 16. N SMH S R=14.37 WATER SHUT-OFF U x LOU 2.20 C W 1((b)=6.2 3 I(c)=8.3 DIRECTION OF FLOW RIM= MANHOLE RIM ELEVATION \ DODGE ST. BAR & GRILL > 3 °� 1(e)-s.3 INV.1Ni0UT= IN OR OUT PIPE INVERT ELEVATION 3 cB \ R=13.61 SHT NO: sww WATER METER/GATE NIk 1=8.9 CPE CORRUGATED POLYETHYLENE '�1.08 CB W 1 3 DR BY: DM STC STORMCEPTOR PARTICLE SEPARATOR R=1 88 W DMH DRAIN MANHOLE 1 9.0 3e I 0 20 40 CHK BY: ES CB CATCH BASIN 3 GI GUTTER INLET FEET PROJ NO: 2018-005 PROPOSED CURB -- DATE: 03.14.2018 _ _ = PROPOSED CURB BY OTHERS SCALE: 1"=20'