04_C400 Utilities Plan Washington Salem 05-09-18UTILITY & DRAINAGE NOTES
ALL EXISTING ABANDONED PIPES TO BE CUT & CAPPED AT MAIN.
THE LOCATION OF AND SIZE OF BURIED UTILITIES ARE TAKEN FROM THE
"EXISTING CONDITION PLAN" BY NORDE-EAST SURVEY, PLAN DATED DECEMBER 7,
2012; AND AS -BUILT PLAN PREPARED BY NECE,
THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF
ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING
OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET
ROW, OR ON ABUTTING LOTS.
CITY OF SALEM MUNICIPAL UTILITIES (WATER, SEWER & DRAIN) ARE NOT PART OF
DIG -SAFE. REQUEST FOR MARKINGS CAN BE MADE BY CALLING DIG -SAFE AT
1-888-344-7233 AT LEAST 72 HOURS PRIOR TO EXCAVATION. STREET OPENING
PERMITS SHOULD ALSO BE FILED AT THAT TIME.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE
APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER
OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE AND
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
ALL EXISTING UTILITY SERVICE CONNECTIONS SHALL BE ABANDONED UNLESS
NOTED OTHERWISE. THE WATER AND SEWER SERVICES SHALL BE CUT AND
CAPPED AT THE MAIN IN THE STREET BY THE CONTRACTOR IN ACCORDANCE
WITH THE CITY OF SALEM STANDARDS. THE PROPOSED GAS, ELECTRIC AND/OR
CATV INSTALLATION AND ABANDONMENT OF EXISTING CONNECTIONS SHALL BE
COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE COMPANIES.
FINAL DEMARCATION POINTS FOR GAS, ELECTRIC, TELEPHONE, AND
COMMUNICATION SERVICE ENTRANCES ARE SUBJECT TO APPROVALS OF EACH
PROVIDER.
ALL UTILITIES SHOWN ON THIS SITE ARE TO THE EXTERIOR OF THE BUILDING
FOUNDATION ONLY. UTILITIES THROUGH THE FOUNDATION AND INSIDE THE
BUILDING ARE THE RESPONSIBILITY OF THE MECHANICAL ENGINEER. SEE
MECHANICAL ENGINEERING PLANS.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE EXACT
LOCATION OF ALL PROPOSED UTILITY CONNECTIONS.
NEW WATER SERVICES MUST BE LEFT SHUT OFF AT THE MAIN ON THE STREET
UNTIL ACTIVATED BY CITY OF SALEM.
A DYE TEST SHALL BE PERFORMED PRIOR TO THE ISSUANCE OF AN OCCUPANCY
PERMIT.
THE CONTRACTOR SHALL SUPPLY ALL PIPING FOR THE UTILITY SERVICES AND
SHALL SUPPLY ALL ASSOCIATED APPURTENANCES, FITTING AND VALVES UNLESS
NOTED OTHERWISE. THE CONTRACTOR SHALL PERFORM ALL WET AND DRY TAPS
AS PART OF HIS/HER CONTRACT.
ALL PLUMBING FIXTURES BELOW THE LEVEL OF THE RIM OF THE SEWER
MANHOLE SERVICING THE FIXTURE(S) SHALL BE CONSIDERED AS BEING SUBJECT
TO BACKFLOW AND SHALL BE SUPPLIED WITH BACKWATER VALVES.
CITY OF SALEM RESERVES THE RIGHT TO INSPECT ALL FACILITIES DISCHARGING
TO THE CITY OF SALEM DRAIN AND SEWER SYSTEMS.
PRIOR TO CONSTRUCTION OF NEW SANITARY SEWER, STORM DRAIN LINES AND
MANHOLES, CONTRACTOR TO PERFORM TEST PITS AT LOCATIONS OF EXISTING
LATERAL CONNECTIONS FOR SANITARY SEWER AND STORM DRAINS TO CONFIRM
INVERTS OF LATERALS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE
ENGINEER IMMEDIATELY.
THE RESPONSIBILITY OF OWNERSHIP AND MAINTENANCE OF THE SEWER, WATER,
AND DRAIN CONNECTIONS ON PRIVATE PROPERTY AND/OR PRIVATE AND PUBLIC
WAYS SHALL REMAIN THAT OF THE OWNER.
ONCE THE CONDOMINIUM ASSOCIATION IS IN PLACE, THE RESPONSIBILITY FOR
MAINTENANCE SHALL BE THAT OF THE ASSOCIATION.
WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,
THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY
DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION
SHALL FURNISH TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.
TRENCH AREAS FOR THE CONSTRUCTION OF THE UNDERGROUND UTILITIES ARE
TO BE REPATCHED WITH SAME MATERIAL AT THE SAME DEPTH AS THE EXISTING
MATERIAL. THE AREAS OF TRENCHING SHALL BE NEATLY SAW -CUT AND THE NEW
REPATCHING MATERIAL SHALL BE PROPERLY SEALED IN ACCORDANCE WITH THE
TOWN OF NEEDHAM MUNICIPAL STANDARDS.
DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES,
TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN.
NO TRENCHES ARE ALLOWED TO REMAIN OPEN OVERNIGHT.
ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE WORK DAY OR
COVERED WITH STEEL PLATES PER 520 CMR 14.00 EXCAVATION AND TRENCH
SAFETY. IF STEEL PLATES ARE USED, THE TOTAL LENGTH OF PLATES IN THE
TRAVELED WAY SHALL LIMITED TO 50'
PROVIDE NEW SLEEVE CROSSINGS AT WATER CONNECTIONS AT WASHINGTON
STREET AS NECESSARY.
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INV.IN/OUT=
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STC
DMH
CB
GI
LEGEND
LIGHT POLE
STREET SIGN
FIRE HYDRANT
DRILL HOLE IN STONE BOUND FOUND
PUBLIC DRAIN SERVICE
PUBLIC SEWER SERVICE
PUBLIC WATER SERVICE
UNDERGROUND TELECOMM. LINES
UNDERGROUND ELECTRIC LINES
UNDERGROUND CABLE TV & COMM. LINES
DRAIN MANHOLE
SEWER MANHOLE
TELECOMM. MANHOLE
ELECTRIC MANHOLE
HANDICAP ACCESS / RAMP
TREE
WATER VALVE (GATE)
GAS VALVE (GATE)
WATER SHUT-OFF
DIRECTION OF FLOW
MANHOLE RIM ELEVATION
IN OR OUT PIPE INVERT ELEVATION
WATER METER / GATE
CORRUGATED POLYETHYLENE
STORMCEPTOR PARTICLE SEPARATOR
DRAIN MANHOLE
CATCH BASIN
GUTTER INLET
PROPOSED CURB
PROPOSED CURB BY OTHERS
/3,5
PIPE MATERIALS:
DOMESTIC WATER SERVICE: 4 INCH DUCTILE IRON CEMENT LINED (DICL)
CLASS 52 (TO BE CONFIRMED BY MEP)
FIRE SERVICE:
6 INCH DUCTILE IRON CEMENT LINED (DICL)
CLASS 52 (TO BE CONFIRMED BY MEP)
ALL WATER LINES SHALL HAVE A MINIMUM OF FIVE (5) FEET OF COVER
SANITARY SEWER:
STORM DRAIN:
ROOF DRAIN:
O/ 4
SMH
RELQZN ff
PROP.
0?
,0
G4
EXI
R• T
AT RAL
RAL
NDONED
1012" CPE
S=0.0177
a)0
STC
=31.39
INV=28.34
8 INCH CAST IRON SERVICE TO BLDG
MINIMUM SLOPE= 0.020
12 INCH (MIN.) CPE (UNLESS OTHERWISE NOTED)
MINIMUM SLOPE= 0.010
6 INCH (MINIMUM) CAST IRON
(UNLESS OTHERWISE NOTED)
MINIMUM SLOPE= 0.020
MINIMUM COVER= 2 FT
CB
RIM=31.23
INV=28.23
DMH
NO ELEV. DATA Q
HI.R
IN
#257
4 STORY APT. BUILDING
BY BRICK FACADE & CONC. FOUNDATION
SMH-4
R-24.61
INV=2 •..4
MH
I.RIM=27.
.RIM=28.
V.=20.25
CBCI
R=28.92
1=24.9(R
1OLF 12" CPE
S=0.017
36LF 12"
S=0.017
83LF 12" CPE
S=0.043
CB
RIM=31.23
INV=28.23
R=24.20
P
F \
AB N
SE' VI
L.POLE
RVICE
LK. FCE.
S=0.021
SMH
P R=22.27*
1=2.87
24" VAULT/
\ /
DMH
RIM=28.30
INV=25.00
SMH-2
R=23.51
SMH
R=21.95*
1=2.70
TRAFF.LIGHTS
TUPPORT POLE
/
/
DMH-
R=20.84*
IN=16.94(CB)
I.IN=14.44
I.OUT=14.34
AFF.
CONTROL
CABINET
4" DI DOMESTIC
WATER SERVICE
(SEE MEP PLANS
FOR CONTINUATION)
6" DI FIRE
PROTECTION
WATER SERVICE
(SEE MEP PLANS
FOR CONTTTTTTTTTAT
/ROOF DRAINAC.
/ INV=25.15 / N
/ (SEE MEP PKANIS'
/ FOR CONTINUA IN)
ROOF ELEV.-47.1'
2 STORY
BY BRICK FACADE
EMTR
ROOF ELEV. 36.8.
1 STORY CONC. BLOCK
COMM.
VAULT
6" (MIN) DI
S=0.02
EOppNNECT TO
EXIST STUB
- RO90- DRAINAGE
IN 17.60
(SEE MEP PLANS
FOR CONTINUATION)
6" DI SEWER
CONNECT TO
EXIST STUB
8" DI
S=0.020
(SEE MEP PLANS
FOR CONTINUATION)
500 GAL.
GREASE TRAP
RIM=14.00
INV (IN)=8.33
(OUT)=8.08
500 GAL.
OIL/WATER
SEPERATOR
RIM=14.00
INV =9.91 INV GOUT)= .91 _
1 0 1 yI 0 1
L_ _ J L_ _
42LF 8" DI
0.020
I 0 I
L_ _
I 0 I
L -J CB
RIM=13.75
INV=10.75
I 0 1 PFIOPOINFIILTRATION Sf'STM 1
L - J B(ETO JOF STONE EIL10.3J
(FINAL LOCATION AND CONFIGURATION
TO BE COORDINATED WITH FOOTING
_
E T E T PLAC�MEN-71
10 I 10 I 10 I
L_ - J L_ _ J L_ - J
PROP. GAS SERVICE
AND METER LOCATION.
- T-O�EONFIRMED 7
EIXISJINl HYDRANT - 0 I PROVID R 0 1
L-JTOREMAIN.L -J _I
PROTECT PROTECT DURING
CONSTRUCTION
SMH
R=20.00 Ln"
1(a)=16.01 I a
I(b)=16.08
I(c)=15.90
HH
21.08
EMH
#8-213
E - OE
x 17.0
4
L.POLE
#0 ,.
GAS PL LP 2004
x 16.2
i
\TRPED
DMH
R=14.88
1.1=10.73(CB)
I.IN=4.03
I.OUT=4.00
CUT & CAP CB SMH
EXIST. SERi/iES R=15.82 F
AT MAIN„low. ii�t
apy
• :roliwg
� _gip-
LlikAilii.k I
ROOF DRAINAGE
INV=10
(SEcEG EP PLANS
FOR CONTINUATION)
(SEE MEP r • •
CON IUA ION)
SMH 5/8" VALVE
FOR FLOPD WATER
/'ONTROL
10"DI
��� 10
8" CAST IRON WATER LINEW
4 WATER LINE lD4 W
LP BASE
8" DI
S=0.020
6" DI
S=0.020
PROP. DMH
RIM=14.0±
INV. IN=9.86
INV.OUT=9.81
W W
S 6"PVC
4" GASGCI LP 1913
SMH
R=14.0
1=9.91
SMH
R 14.12
I.IN 2.25
7I.0U 2.20
DODGE ST. BAR & GRILL
L.POL
W/RI
SWWG ci
ter ...�
R=1 .88c8B
1 9.0
es, -
_ _
DMH
R=15.00*
I.IN=4.00
LOUT=3.98
SOUTH RIVER CONDUIT
TWIN 72" DIA. PIPES
OJI
EMH
#C-21
w
-57
EMH
8"PL HP
CB
R=13.
1=10.1
WATER
METER
F
WATER
METER
\
\
ELEC.`
R=13.28
1=11.03
MH
R=13.65
20"CI WATER
2"PL
vs.
ENG
#193 - 211 WASHINGTON ST.
9
(DI
❑ ❑ IC\
p I CV
MH
HI.RIM=14.79'
GG
J
0
STARBUCKS COFFEE
ROOF ELEV. = 47.4'
BRICK FACADE / STONE FOUNDATION
DMH
R=13.32
I(a)=5.13
I(b)=5.13
1(e)=6.72
I(d)=7.10
I(e)=9.52
GAS METER
NS
DMH
R=13.71
I(a)=5.66
I(b)=5.50
1(c)=7.61
I(d)=7.76
I(e)=9.76
LOCATE
DRANT
TELECOM.
VERIZON
#171
SMH
R=14.08'
8"VC
`I0
.0
0
0
DMH
R=13.71
I(o)=6.2
I(b)=5.8
2"PL G-
14.11
S
DMH
R=14.37
I(a)=9.0
1(b)=6.2
1(c)=8.3
1(d)=7.7
I(e)=6.3
W8"CI WATER
CB
R=13.61
1=8.9
20
40
FEET
E9z
NORTH
DCI
Design Consultants Inc.
Somerville - Quincy - Newburyport
www.dci-ma.com
APPLICANT:
DODGE AREA, LLC
c/o
OPECHEE CONSTRUCTION CORP.
BELMONT, NH 03220
603-527-9090
9-11 Dodge St.,
217-219 &
231-251
Washington St.,
Salem, MA
PROJECT INFO
REVIEW COMMENTS
5/9/18
REV
DESCRIPTION
DATE
PROPOSED
UTILITIES
PLAN
SHEET NAME:
C400
SHT NO:
DR BY: DM
CHK BY: ES
PROJ NO: 2018-005
DATE: 03.14.2018
SCALE: 1 "=20'