02-FWW Salem SR Civil Permit Drawings - Stamped - 6-29-20200
N
LCD
N
Y:\R14\DWGS\11997\UT\11997UTO1.DWG
EXISTING
WATER MAIN
6
UNDISTURBED MATERIAL
3' -0'
BEARING AREA
I' -6'
BEARING AREA
TYPICAL SECTION A -A
A
I I
1 11111 II )1 IIVs_
A-
- '
BEARING AREA
-NEW WATER MAIN
EXISTING
WATER MAIN
UND ISTURBED
MATERIAL
PLAN -TAPPING, SLEEVE & VALVE
NOTE: ALL CONCRETE SHALL BE KEY-WAYED INT❑ UNDISTURBED EARTH
CONCRETH,' THRUST BLOCK
AND ANCHORAGE DETAILS
N.T.S.
X 10.41
10.61
10.631X
10`/
CO 110.53
06
l
w
cc
k
x 9.67
Q3 ,t
Z 9.28
9.25
9.1
53.74'
I: 10.78
10.67
10.38
1: 10.58
10.31
10.21
I: 10.42
10.19
1 46.61'
9.99
4
'UP51\
9.07 - ▪ 8.92 •
CCS 8.f2
8.79 8.518.55
8• .44 GC
E
UCB '33
RIM=8.13
.80
70
9.08
NOT S
1. CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT
WILL BEAR ON UNDISTURBED EARTH.
2. USE RESTRAINED JOINT FITTINGS OR TIE RODS WHERE
CONCRETE THRUST BLOCK IS ACCEPTABLE.
3. SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FOR
SPECIFIC CONDITIONS.
FINISHED
STREET GRADE
10
EXISTING WATER MAIN
TAPPING SLEEVE
MECHANICAL JOINT
R\V/TVIA�
11
SIDEWALK
EDGESTONE
CITY OF SALEM STANDARD
VALVE BOX AND COVER
ACCESS TUBE
MASONRY RING
MECHANICAL JOINT
TAPPING GATE VALVE
91I1CI I
4"- DUCTILE IRON PIPE
NOTES
1. FOR PIPES OTHER THAN P.V.C., SELECTED COMMON FILL MAY BE USED FROM
MID -DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE.
2. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME
AS STREET EXCEPT FOR PAVING.
FINAL GRADING
EXISTING
GROUND SURFACE
BANK RUN GRAVEL
4" CLDI WATERMAIN
MECHANICAL JOINT
TYPICAL WATER PIPE CONNECTION WITH
TAPPING SLEEVE AND GATE VALVE
N.T.S.
8' HIGH CLF ON
CEM. CONC.
RETAINING WALL
4' HIGH CLF ON
CEM. CONC.
RETAINING WALL.
MASSACHUSETTS BAY TN/F
RANSPORTATION AUTHORITY
TY
10.4ik - - -__-_
,o.7a. Bosh ' S07'07'48"W -� BCs
ROOF OVERHANG
MW
•10.84
of-
ARGIN -_yo
9
X 9.05 9.06
y__15"VC S ---------
8.79,
9-o7---
6"CI G
OHY'
15"VC D
12"CI W
8.69 GC
10.89
U
U
10.69
9.81
0
OVER 0.76
34.55'
M&P
10.42,_S-IGN 0.201.70'
tea '
kg-
10.08
52 9.69
,9.06 -_ 9.19
G89TW s.o7 319.88'
81 . •D18.98
8.56 8.38 EMH
E SRIM=8.80
9.24
44
MH
•,RIM=9.85
0
132.25'
1 STORY
STUCCO
BFA=4,998 S.F.
#89
84.80'
OVERHANG
10.992 - -11_
10.0 -
X
10.85
BIT. CONC. PAVEMENT
9.86 �x10:92-
9.38, , 9.38 9.58
9 lt
39.3TW9.38 CCS
9.091 41D1 9.27
-EASEMENT 5' HIGH CLF
10.71
BACK 0.09'
/COLUMN(TYP.) 0.2O_,"
CC3'0.971--4-.1.(..-5.- - N1 • - 9.90' I.
x 10.90 10.88 v 1. 00. 0;,
10.94
ro
N
TW 9.66 -9.89 TW 9.85
9.70 „ 9.73 9.78x D 9.78
ueg 9.66
9.53 � 9�I,yays9.75
1.70'
307.55'(R
- - --rI
9.6
x
10.13 10.27 10.26 10.21
9.65 056 30 66
%.78 8.77
•E
E 18.97 - - 9.18
(PUBtI' WIDE)
1:6"UP5
9.08
DMH
RIM=8.95
8.67
x9.34
15"VC D
WG
8.98
8.81
12"CI W
9-
15"VC
x GG
9.33
9.22x
9.32
STREET
x GG
- 9.20
• OHW
9.29
GC
C"CI G
x 9.75
9.31 9.30 " 9.31
9.45
WG CA
9.30 CB
RIM=9.24
.24 x 9.49
9.25 WG�
9.55m
SB D
FND
9.60
9.25 -9.23
E
BENCHMARK
SMH
RIM=9.77
x 9.49 X 9.65
\\
0)
x 9. E-4
WHH L
9.30
9.2
9.3 X\
UP6
9.19
SB DH
FND
9.28
8" MIN.
CLEARANCE
IN ROCK
UNPAVED PAVED
//A i)' k- PAVING AND SUB -BASE
MATERIAL, CITY OF SALEM
STANDARD
COMMON FILL MATERIAL
Ij l
12" MINIMUM
(SEE NOTE 1 BELOW)
SCREENED GRAVEL PLACED
AGAINST UNDISTURBED SIDES
AND BOTTOM OF TRENCH
(SEE NOTE 1)
8" MIN. SCREENED GRAVEL
BEDDING BELOW OUTSIDE
DIAMETER OF PIPE
UNDISTURBED EARTH
TYPICAL TRENCH DETAIL
FOR WATERMAIN
.81
®1lHi
10.73
'10.77
10.83
10.86 10.44
w
I
cc
8' HIGH CLF ON
CEM. CONC.
RETAINING WALL
N.T.S.
EASEMENT
16.70•
1 STORY ;n I a.zi
BRICK/STUCCO!!!
RICK/STUCCO ro j
tn}�� n = + BFA=184 S.F. °1 RTG=15.8'
10.38 / 10.30 DB 10.37 10.38
0
10.27 10.21 y0.'1'2 10.01
PARCEL' 34-0476-
-4 REA=25,087 S.F.
=0.5759 AC.
X 9.69
1027 / PROP SAWCUT SIDEWALK & PROVIDE NEW CE
PROP REMOVE & RESET GRANITE,C-eRB-9-
/ 8.99
195.53'
318.10'
10.78\\
12"1"
= 10.38
15"RCP D
6"CI G
9.3019.55
--x 9.20 /
9.06/. . 6.98
9.17 9�
TW
9/04 89.09r0.81
1
.56
GC
9�
OH W
x 9.16
----
T. CONC. PAVEMENT
8.6
X 9.65
9.45
BIT. CORt. PAVEMENT
/8.98
x 8.91
8.65-
89
WATERMAIN NOTES
1. IF SHEETING IS USED, IT SHALL BE CUT OFF NO MORE THAN 12" ABOVE THE PIPE TOP.
2. WA TERMAIN PIPE SHALL BE TESTED TO A PRESSURE OF 150 P. S.I. FOR A ONE HOUR DURATION MINIMUM.
3. WATER SYSTEM TO BE DISINFECTED TO 50 P.P.M. AVAILABLE CLORINE AND AFTER 24 HRS. TO 25 P.P.M., OR AS
REQUIRED BY THE CITY ENGINEER. WATER WILL BE INDEPENDENTLY TESTED.
4. WATER PIPE TO BE CEMENT LINED DUCTILE IRON "TYTON" OR EQUAL TYPE JOINT CONFORMING TO A.N.S.I./A. W. W.A.
A21.50/C150, CLASS 52 AND AS APPROVED BY THE CITY OF SALEM.
5. ALL PIPING SHALL BE INSTALLED AND TESTED ACCORDING TO A. W. W. A. STANDARDS PRIOR TO PAVING, IF PAVING OF
TRENCH IS REQUIRED.
6. BACKFILL TO BE COMPACTED TO NOT LESS THAN 95% MAX. DRY DENSITY BY A.A.S.H. T.O. T-190D D.
7. ALL WATER PIPES SHALL BE LAID WITH A MINIMUM OF 5' OF COVER OF APPROVED MATERIALS.
8. RESULTS FROM PRESSURE TESTING AND DISINFECTION SHALL BE FURNISHED TO THE CITY OF SALEM FOR APPROVAL
PRIOR TO WATER BEING TURNED ON.
9. ALL WORK SHALL BE IN CONFORMANCE WITH THE CITY OF SALEM WATER DEPARTMENT STANDARDS.
10.19
O
O
9.0-
00
co
J z
wlU
9.42
CONC
CCRW
10.25>4
9.70
GRASS
�a CS
X 8.62 8.32
8.52
GC
52NO3'52 50 E
• 7
860 C
8.78 x
8.27
854
E
• 15"RCP D
• 12"CI W
12"S
'1 :s
/.6- 07 0
10.18 0.01
I
•
3"CI 0
X 9.76
N r
9.81
J
UJ
U
c
0_
LK
SB DH
FtsID
8.35
8.41
GC 8.08
PROP SAWCUT PAVEMENT & INFRARED PATCH
PROP 70± LF CLDI WATERMAIN
PROP 4'' GATE VALVE & BOX/COVER RAISED TO FINISH GRADE
PROP WET TAP & SLEEVE
PROVIDE CEM CONC THRUST BLOCK AT INTERSECTION
OR RESTRAINED JOINT IF PERMITTED BY CITY OF SALEM
8.72
TREES
9.76
N86°07
8.25
SMH CB
DMH
0
10
-13
8.43
8.09
11
Li 0
VLADIMIR L.
NEMCHENOK
NOTES
1. SEE CITY OF
2. TOPOGRAPHIC
BENCHMARK
LEGEND
SBDH
UP
• MH
• EMH
• SMH
• DMH
• GG
• WG
• MW
SALEM ASSESSORS PARCEL #34-0476-0 FOR SITE
DATUM BASE IS 1988 N.A.V.D. ESTABLISHED BY G.P.S..
IS SEWR MANHOLE LOCATED ON MARGIN STREET, EL.=9.77
STONE BOUND DRILL HOLE
UTILITY POLE
MANHOLE
ELECTRICAL MANHOLE
SEWR MANHOLE
DRAIN MANHOLE
GAS GATE
WATER GATE
MONITORING WELL
NUMBER OF PARKING SPACES
HANDICAP SPACE
SIGN
- - D - - DRAIN PIPELINE
-W WATER PIPELINE
-WFS- FIRE SERVICE WATERMAIN
GAS CONDUIT
- - E - - ELECTRICAL CONDUIT
-OHW- OVERHEAD WIRES
CLF
BIT. CONC.
CEM. CONC.
DB
CP
BFA
M&P
VC
RCP
CI
CS
BCS
CCS
PROP
CHAINLINK FENCE
BITUMINOUS CONCRETE PAVEMENT
CEMENT CONCRETE
NOW OR FORMERLY
DONATION BIN
CONCRETE PAD
BUILDING FOOTPRINT AREA
MULCH AND PLANTINGS
VITRIFIED CLAY
REINFORCED CONCRETE PIPE
CAST IRON
COBBLESTONES
BITUMINOUS CONCRETE SIDEWALK
CEMENT CONCRETE SIDEWALK
TREELINE
PROPOSED
1 /4
MARGIN STREET
Vicinity Map
NOT TO SCALE
PLAN
PROPOSED W TER SERVICE CONNNCTION
IN
SAD/
WFBR SHO ROOM
#89 MARGIN ST
SALEM, MA
DATE: JUNE 24, 2020
0' 10' 20' 40'
MERRIMACK ENGINEERING
66 PARK STREET
ANDOVER, MASSACHUSETTS 01810
80'
SERVICES
475-1448