Revised Civil - Riverview Place 10-24-18RIVERVIEW PLACE
SALEM, MA
UNITED STATES GEOLOGIC SURVEY MAP SALEM, MA QUAD 2012
REFERENCES:
1. ZONING DISTRICT IS NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED
USE DISTRICT.
2. SITE IS SHOWN AS PARCELS 91, 97 AND 96 ON ASSESSORS MAP 26.
3. OWNERS OF RECORD
PARCEL 95 — #67 MASON STREET R.L.B. REALTY TRUST
DEED REFERENCE: BOOK 17869 PAGE 552
PARCEL 97 — #71 MASON STREET R.L.B. REALTY TRUST
DEED REFERENCE: BOOK 17869 PAGE 553
PLAN REFERENCE: BOOK 3235 PAGE 232 AND BOOK 5584 PAGE 770
PARCEL 91 — #72 FLINT STREET SALEM SUEDE, INC.
DEED REFERENCE: BOOK 6690 PAGE 89
PLAN REFERENCE: BOOK 2092 PAGE 189 AND BOOK 3240 PAGE 256
4. A PORTION OF THE SITE IS LOCATED WITHIN ZONE AE (EL 10.81 NGVD29)
AS SHOWN ON FIRM MAP NUMBER 25009C0419G, DATED JULY 6, 2014.
5. VERTICAL DATUM IS NGVD 29.
LA\ SET I\D
SHEET 1:
SHEET 2:
SHEET 3:
SHEET 4-5:
SHEET 6:
SHEET 7:
SHEETS 8-10:
SHEET 1 1 :
-X
INDEX .LA\
EXISTI \G CO\ IITIO
SIT= LAYOUT PLA\
DITAIL DEVELODV
SITE UTILITY DLA\
LIG-TI\G/D-OTOM
DETAILS
CAPD D AEA DLA
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BUILDING/SITE REVISIONS
MEPA COMMENTS
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NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
BUILDINGS/SITE LAYOUT
NO CHANGES THIS SHEET
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F-
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FEMA 100 YEAR FLOOD LEVEL (EL=10.81 NGVD 29)
MAP NUMBER 25009C0419G; MAP REVISED JULY 16, 2014
EXISTING MEAN HIGH WATER (MHW) (EL=4.4 NGVD)
NOTES:
1) EXISTING TOPOGRAPHIC AND PROPERTY LINE INFORMATION SHOWN TAKEN FROM
"SITE DEVELOPMENT PERMIT PLAN OF RIVERVIEW PLACE IN SALEM, MASSACHUSETTS"
PLANS BY EASTERN LAND SURVEY ASSOC. INC., DATED JANUARY 24, 2008, REVISED
THROUGH MARCH 26, 2009.
2) VERTICAL DATUM IS NGVD 29. (TO OBTAIN NAVD88 ELEVATIONS SUBTRACT 0.81')
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JUNE 25, 2014
8-13-2018
12-18-2015
09-09-2015
03-02-2015
01-07-2015
12-12-2014
11-20-2014
9-17-2014
7-22-2014
7-15-2014
BUILDING/SITE REVISIONS
CONSERVATION COMMENTS
MEPA COMMENTS
TOP OF BANK DESCRIPTION
NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
BUILDINGS/SITE LAYOUT
NO CHANGES THIS SHEET
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CONCRTE WALKWAY
WDUZ
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TOP OF BANK
PURSUANT TO 310 CMR 10.54
(MEAN ANNUAL FLOOD LEVEL)
INT
0
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FPA �. wp1JZ
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0
FA
FPA
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# 62
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HHW HHW
DEP HISTORIC
HIGH WATER
N /F
# 53-59
Mason Realty Trust
MIT OF 200 FOOT
RIVERFRONT AREA
FPA (100 FOOT OFFSET
FROM THE EXISTING MHW)
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WDUZ (88.5 FOOT OFFSET
FROM THE EXISTING MHW)
PARKING TABLE
USE
REQUIREMENTS
SPACES
REQUIRED
SPACES
PROVIDED
RESIDENTIAL
1.5 SPACES/UNIT
130 UNITS
X 1.5/UNIT=
195 SPACES
195 SPACES
COMMERCIAL
1 SPACES/ EMPLOYEE
10
EMPLOYEES
10 SPACES
10
SPACES
RESIDENTIAL
12 SPACES FOR
•- ABUTTING PROPERTIES
12
SPACES
TOTALS
217
REQUIRED
217
PROVIDED
PARKING LOCATION TABLE
LOCATION
SPACES
PROVIDED
OUTDOOR SPACES
139
SPACES
COVERED GARAGE SPACES AT
BUILDINGS 1, 2 & TOWNHOUSES
78
SPACES
TOTAL
217
PROVIDED
FEMA 100 YEAR FLOOD LEVEL (EL=10.81 NGVD 29)
MAP NUMBER 25009C0419G; MAP REVISED JULY 16, 2014
EXISTING MEAN HIGH WATER (MHW) (EL=4.4 NGVD)
REFERENCES:
1, ZONING DISTRICT IS NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE DISTRICT.
2. SITE IS SHOWN AS PARCELS 91, 97 AND 96 ON ASSESSORS MAP 26.
STREE
#8
GIFT OR➢ CT.
# 61
3. OWNERS OF RECORD
PARCEL 95 — #67 MASON STREET R.L.B. REALTY TRUST
DEED REFERENCE: BOOK 17869 PAGE 552
PARCEL 97 — #71 MASON STREET R.L.B. REALTY TRUST
DEED REFERENCE: BOOK 17869 PAGE 553
PLAN REFERENCE: BOOK 3235 PAGE 232 AND BOOK 5584 PAGE 770
PARCEL 91 — #72 MASON STREET SALEM SUEDE, INC.
DEED REFERENCE: BOOK 6690 PAGE 89
PLAN REFERENCE: BOOK 2092 PAGE 189 AND BOOK 3240 PAGE 256
4. A PORTION OF THE SITE IS LOCATED WITHIN ZONE AE (EL 10.81 NGVD29) AS SHOWN ON FIRM
MAP NUMBER 25009C0419G, DATED JULY 6, 2014.
5, VERTICAL DATUM IS NGVD 29. (TO OBTAIN NAVD88 ELEVATIONS SUBTRACT 0.81')
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CONSERVATION COMMENTS
MEPA COMMENTS
TOP OF BANK DESCRIPTION
NO CHANGES TO THIS SHEET
COMMENTS
WALKWAY LOCATIONS
BUILDINGS/SITE LAYOUT
PATH LOCATION
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NOTES:
1. THE FINAL DESIGN OF PROPOSED RETAINING WALLS SHALL BE ACCOMPLISHED BY A
MASSACHUSEI IS REGISTERED PROFESSIONAL ENGINEER AND PERMI I I ED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE SALEM, MASS. BUILDING INSPECTOR.
2. FENCING SHALL BE PROVIDED AT THE TOP OF ALL WALLS OVER 4 FEET EXPOSED HEIGHT.
3. ABANDONMENT OF EXISTING UTILITIES — ALL EXISTING UTILITY SERVICES NOT SCHEDULED TO
REMAIN IN USE SHALL BE CUT AND CAPPED AT THE MAIN IN ACCORDANCE WITH THE
REQUIREMENTS OF THE AGENCY HAVING JURISDICTION OVER THE PARTICULAR UTILITY. STREET AND
SIDEWALK SURFACE RESTORATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY OF SALEM.
4. VERTICAL DATUM IS NGVD 29. (TO OBTAIN NAVD88 ELEVATIONS SUBTRACT 0.81')
—15—
SOW STOR
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8-13-2018
BUILDING/SITE REVISIONS
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WALKWAY LOCATIONS
9-17-2014
BUILDINGS/SITE LAYOUT
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MEPA COMMENTS
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01-07-2015
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12-12-2014
COMMENTS
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SHEET 4 OF 11
7-15-2014
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SNOW STORAGE
NOTES:
SNOW
STORAGE
1. THE FINAL DESIGN OF PROPOSED RETAINING WALLS SHALL BE ACCOMPLISHED BY A
MASSACHUSEI IS REGISTERED PROFESSIONAL ENGINEER AND PERMITTED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE SALEM, MASS. BUILDING INSPECTOR.
2. FENCING SHALL BE PROVIDED AT THE TOP OF ALL WALLS OVER 4 FEET EXPOSED HEIGHT.
3. ABANDONMENT OF EXISTING UTILITIES - ALL EXISTING UTILITY SERVICES NOT SCHEDULED TO
REMAIN IN USE SHALL BE CUT AND CAPPED AT THE MAIN IN ACCORDANCE WITH THE
REQUIREMENTS OF THE AGENCY HAVING JURISDICTION OVER THE PARTICULAR UTILITY. STREET AND
SIDEWALK SURFACE RESTORATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY OF SALEM.
4. VERTICAL DATUM IS NGVD 29. (TO OBTAIN NAVD88 ELEVATIONS SUBTRACT 0.81')
City of So\em
E
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CONCRETE
SNOW STORAGE
BLDG #1
FF=21.0
GF=
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GF=10.0
CONCRETE WALKWAY
TOP OF BANK
PURSUANT TO 310 CMR 10.54
(MEAN ANNUAL FLOOD LEVEL)
TWI16.0
Job File Number: SALE-0024
JUNE 25, 2014
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RIM=30
1=26.9
CB
RIM=29.00
1=INACCESSIBLE
8"x8"x8
TEE & 3
GATES\
(NOT,
E)
R -.54
SMH
RIM=8.20
1=2.58
DMH
RIM=29.45
1=23.6
1 L7ERRA 1---x
(2) 6'x10' UNITS
TOP OF SLAB=10.3
GUTTER INLET @ 9.3±
6" INV'S=7.3
SMH
RIM=26.40
1=20.10
8" VC SEWER
w w
CB
RIM=9.5
12" INV=7.11
CB R&L
RIM 9.50
12" V=7.2
12" INV
2'W MIN. CRUSH
STONE FILTER S
@ CONC. APRON
EXISTING
SMH 1
RIM=8.42
1=3.10 (SMH
TO BE REBUILT)
D
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3.47
CB
RIM=25.77
I=23.0±
EXISTING
SMH 2
_RIM=9. 8
13.2
-
M A C
DMH
RIM=2
1=20.7
12" ITER
CB
RIM=25.61
1=22.4
DMH
RIM=15.0±
12" INV=9.98
CB
RIM=12.3
12" INV=10.09
DOUBLE ' B
RIM=9.5
12" INV-7. 2
12"" 7".24
W INV=6.99
D H
R M=10.5
1 " INV=6.91
INV=6.66
v5
EXISTIN
SMH 3
RIM=8.76
1=3.51
CB
RIM=25.39
I=21.8
"x6"x8"
TEE
HYDT &
6" GATB
DMH
RIM=26.01
1=20.22
1=18.8 OUT
26
BLDG
GF=10.0
SMH \
RIM=1(
8" INV
PA
APPROX EXISTING
DRAIN (DESTINATION
UNKNOWN)
CB R&L
RIM=11 i
Lip 12" INV=7.2811
SEWER
SERVICE
SMH
RIM=9.9
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6" COLLAR
SMH
RIM=9.4
8" INV= 40
(ADD 6" OLLAR)
15" HDPE DRAIN S=0.5%
RIM=9.4 �aN
6" INV=6.6 j /
15" INV=5.92
21 ' INV=5.42
\ • / 24" INV=5.17
PRO�03E6 WATER/SEWER
/ --CROSSNG (SEE DETAIL)
TOP O PIPG. .40±
SEWER INV=3.70±
STC4800
RIM=9.8±
24" HDPE
24" HDPE
K
CB
RIM=26.05
DMH
RIM=8.9±
24" HDPE INV=4.91
(WITH TIDEFLEX TF-1)
DMH
RIM=26.28
1=22.5
1=19.5 OU
PH
SM
RI,=27.13
1= 7.91
RIM=15.0
12" INV=11.74 - - --
45'
BEND 15 HD=RAIN
DROP DMH
RIM=15.0
6" INV=12.02
12" IN 11..2
15" INV 11.+7
18" INV 7.7'
1 DMH
RIM=11.0
12" 1801=
DMH 1 4
12" IN =7.12
1 _18 4 -6.62
RIM=10 1
SEWER
SERVICE
DMH
RIM=9.3
12" INV=6.52
18" INV=6.02
21" INV=5.77
-45'
BENDS
INV=5.11 IN
INV=5.03 OUT
sM
M 15
I=1 CCESSIBLE
DMH
RIM=27.03
1=20.22
IDMH1
RIM=115.6
12" INV=12.62
15" INV=12.37
UBE C
RM=1-.0
IN =H.)6
THE CI1 DR IN
-RIM 1015
12" V�7.6
FLOOR DRAIN
DMH
RIM=8.8±
6" HDPE INV=6.0
24" HDPE INV=4.97
24" FLARED
END SECTION
INV=4.80
(SEE DETAIL)
0
HYDT &
" GATE
8_CIDI WATER
8"x6"x8" TEE
DRAIN 5=1.0%
DMH
RIM=16.7
12" INV=13.30
DOUBLIE C
RV M =114.0
- FLOOR DRAIN
GF=10.0
0
DMH 0
RIM=26.4
1=20.36
D
1�" WATER
DRAIN S
BIORETENTION "B"
TOP OF BERM=10.5
BOT OF BERM=10.0
BOT OF BIORETENTION
SOIL @ 7.5
4" ORIFICE @ 10.75
6" HDPE INV @ 7.75
SEWED/WATER
COSSI\G DETAIL
(NOT TO SCALE)
PAVEMENT ELEV.=10.8±
/////j//// /' ///////
8" C.L.D.I WATER
TOP PIPE=6.8±
9.05"
BOT. PIPE=6.05
-H
TOP PIPE=4.40±
0
8" PVC SEWER S=0.5%
INVERT=3.70±
PROPOSED
24" RCP OUTFALL
DETAIL
SCALE.
001
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1
6
0
CB
RIM=25.92
1=22.6
12"x8"x12"
TEE &
3 GATES
w18" DRAIN
5.69
7
S
S
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DMH ..r.
' M=25.80
1=20.15
F
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APPROX LOCATION
8" CI OUTLET
(NEGLIGIBLE FLOW
IN STORM EVENTS)
* - THIS PIPE MAY BE RECONNECTED
TO THE EXISTING STREET DRAINAGE SYSTEM
FROM MASON STREET IF IT IS DETERMINED NECESSARY
DURING CONSTRUCTION
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FEMA 100 YEAR FLOOD LEVEL (ELE=10.81 NGVD 29)
GENERAL UTILITY NOTES:
1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON PIPE. SIZE OF
DOMESTIC AND SPRINKLER SERVICES SHALL BE SPECIFIED BY THE PROJECT ARCHITECT.
ALL WATER MAIN FIIIINGS SHALL BE RESTRAINED WITH APPROPRIATELY SIZED THRUST
BLOCKS OR RESTRAINING GLANDS.
TESTING, FLUSHING, AND INSPECTION OF NEW WATER SERVICES SHALL BE IN ACCORDANCE
WITH THE REQUIREMENTS OF THE CITY OF SALEM.
A MASSACHUSETTS APPROVED TESTABLE DOUBLE CHECK VALVE ASSEMBLY BACKFLOVV
PREVENTER SHALL BE INSTALLED ON NEW FIRE SERVICES.
2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT PATCHED.
3) ALL STORM DRAINS SHALL BE 12" DIA. HDPE EXCEPT AS OTHERWISE NOTED HEREON.
4) UNDERGROUND ELECTRIC, TELEPHONE, CABLE AND GAS SERVICE SHALL BE INSTALLED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION.
5) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MINIMUM HORIZONTAL SEPARATION
OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED
WHERE WATER AND SEWER FACILITIES CROSS. IF EITHER OF THESES CONDITIONS CANNOT
BE MET, THE SEWER SHALL BE ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE AREA WHERE THE REQUIRED CONDITIONS ARE NOT MET.
6) ALL NEW SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC PIPE CONFORMING TO
ASTM D3034. SEWER PIPE WITHIN 10 FEET OF THE BUILDING SHALL CONFORM TO THE
STATE PLUMBING CODE. TESTING OF SEWER SERVICES SHALL BE IN CONFOMITY WITH THE
REQUIREMENTS OF THE CITY OF SALEM.
7) STORM DRAINAGE OUTLET SHALL BE EQUIPPED WITH TIDEFLEX SERIES TF-1 CHECK
VALVES AS SHOWN ON PLAN.
8) ROOF DRAINS WHICH INTERCEPT ROOF RUNOFF FROM THOSE ROOF AREA WITHIN WHICH
MECHANICAL EQUIPMENT IS TO BE LOCATED SHALL BE ROUTED THROUGH THE
STORMCEPTOR UNIT.
9) ANY EXISTING DRAINAGE CONDUITS LEADING FROM THE SITE TO THE NORTH RIVER
SHALL BE CUT & CAPPED ON THE LANDWARD SIDE OF THE RIPRAP CANAL LINING. (IF NOT
TO REMAIN IN USE.)
10) ROOF DRAINS FROM BUILDING 1 AND 2 NOT COLLECTING RUNOFF FROM MECHANICAL
EQUIPMENT AREAS SHALL BE CONNECTED TO DRAINAGE SYSTEM.
11) ALL COVERED PARKING SHALL BE EQUIPPED WITH FLOOR DRAINS WHICH DISCHARGE
TO AN "MDC GAS TRAP" AND, ULTIMATELY, TO THE SANITARY SEWER SYSTEM.
12) ALL SEWER MANHOLES WITH RIMS LOWER THAN ELEVATION 11.5 SHALL BE PROVIDED
WITH WATERTIGHT COVERS.
13) SHUTOFF VALVES ARE TO BE PROVIDED FOR ALL FLOOR DRAINS WITHIN THE PARKING
GARAGES THAT ARE SUBJECT TO INUNDATION DURING FLOOD EVENTS. SEE BUILDING
MECHANICAL PLANS FOR DETAILS.
14) FINAL DESIGN OF FLOOR DRAINS TO BE DETERMINED BY THE MECHANICAL DESIGNER.
FEMA 100 YEAR FLOOD LEVEL (EL=10.81 NGVD 29)
MAP NUMBER 25009C0419G; MAP REVISED JULY 16, 2014
PROPOSED 24" MCP OL
PROFILE
SCALE: 1 "=2' (HOR)
1 "=2' (VERT)
IF ADDITIONAL STONES ARE
REQUIRED FOR BANK STABIUZA11ON
USE SIMILAR DIAMETER STONES
FOUND ON EXISTING EMBANKMENT
EXISTING TOP OF BANK
PURSUANT TO 310 CMR 10.54- -
MEAN ANNUAL FLOOD LEVEL ELEV.=7.0
REMOVE EXISTING STONES de RELAY AROUND
PROPOSED FLARED -END SECTION
EXISTING RIP RAP
EMBANKMENT
STONE SIZES VARY
LARGEST=1-2' DIAM.
ANNUAL MEAN HIGH WATER = 4.4
WATER ELEV.=3.57
EXISTING RIP RAP
EMBANKMENT
(ASSUMED TO
CONTINUE BELOW
THE WATER LINE)
DATUM=O (NGVD 29)
,c.30(
EDGE OF RI
I
ADDSCPPED
SuOPE
TFALL
FORMER BUILDING FLOOR ELEVATION ELEVATION=11.00
EXISTING BRICK WALL (TO BE REMOVED)
PROPOSED PAVED VVALKWAY
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8-13-2018
09-09-2015
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01-07-2015
12-12-2014
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9-17-2014
7-22-2014
7-15-2014
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COMPACTED GRAVEL BACKFILL SHALL BE OF
ACCEPTABLE QUALITY, FREE FROM ORGANICS, WOOD
OR OTHER FOREIGN MATERIAL
24" FLARED END
SECTION INV=4.80
24" HDPE S=0.5%
L=1'± MIN.
LEVEL SLOPE FOR
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POLE TO BE SPECIFIED BY
OTHERS)
TYPE 3 DISTRIBUTION
12' MOUNTING HEIGHT
(SINGLE LUMINAIRE)
90 WAII LED
0°
GVE090ASX1 NXX.ies
B18
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MONGOOSE SERIES LED
MGLED-6-4K—AS—F—L—H
(FINISH,ELECTRICAL,PEDASTAL &
POLE TO BE SPECIFIED BY
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TYPE IV FORWARD THROW
DISTRIBUTION
18' MOUNTING HEIGHT
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TILT ANGLE)
6 COB LED
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MGLED_6_5K_AX_M_L_X_X.ies
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TO MATCH RECENTLY CONSTRUCTED
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OH OH
0H Oki
0H OH
0H OH
0+2 012
0+3 0+2
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Ledge Hill R.T.
Richard Brennan, Tr.
0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 010 010
0+0 0+0 010 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0
OH OH OH 0+0 010 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0 0+0
0+0 0+0 0+0 0+0 0+0 0+0 0+0 010 0+0 0+0 0+0 0+0
0+0 0+0 0+0 0+0 0+0 0+0 010 010 0+0 0+0
0+0 0+0 0+0 0+0 0+0 0+0 0+0
0+0 0+0 0+0 0+0 0+0 010 0+0
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7-22-2014
7-15-2014
BUILDING/SITE REVISIONS
BUILDING/SITE REVISIONS
MEPA COMMENTS
TOP OF BANK DESCRIPTION
NO CHANGES TO THIS SHEET
COMMENTS
WALKWAY LOCATIONS
BUILDINGS/SITE LAYOUT
PATH LOCATION
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Job File Number: SALE-0024
Drawing File Folder: SALE24
Drawing Issued for Review Only
Drawing Issued for Construction
012-- (An
FINISHED STREET GRADE
MALDEN STANDARD
VALVE BOX AND COVER
CONCRETE
THRUST BLOCK
PUMPER CONNECTION
FACES ROAD
EDGESTONE
ACCESS TUBE
MASONRY RING
rrsly
6" GATE VALVE
Le -
WATER MAIN
ANCHORING TEE
MECHANICAL JOINTS
PROVIDE 12" SQUARE BY 6—INCH THICK
CONCRETE BASE UNDER HYDRANT
CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT
WILL BEAR ON UNDISTURBED EARTH.
USE RESTRAINED JOINT FIIIINGS (MEGALUG OR
APPROVED EQUAL) WHERE CONCRETE THRUST BLOCK IS
UNACCEPTABLE.
SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FOR 1.5
TIMES NORMAL OPERATING PRESSURE.
FINISHED GRADE
MORTAR ri
SUPPLIER TO PROVIDE--
12-INCH COVERS TO
SUPPORT AN H-20 LOAD
CONICAL SECTION
RISER SECTION
BASE SECTION
12"MINIMUM
SCREENED GRAVEL
4
0
PIPE OPENINGS TO BE
PRE -CAST IN RISER
SECTION
INLET
0
STANDARD HYDRANT
BREAKAWAY FLANGE
SIDEWALK
4 MIL POLY OVER STONE
IF CONCRETE THRUST BLOCK IS
USED, DO NOT BLOCK DRAIN
PROVIDE 1/2 CUBIC YARD OF
SELECTED 2" STONE — TO 6"
ABOVE HYDRANT DRAIN
TYPICAL FIRE HYDRA\T
CO\\ECTION
DETAIL
BINDER COURSE
TOP COURSE / /
FRAME & COVER
BRICKS AND MORTAR
TO BE USED TO MAKE
GRADE ADJUSTMENTS
WEEPHOLE TO BE
PRECAST IN RISER
SECTION
OUTLET
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OUTSIDE OF PIPE
+2" CLEARANCE
BRICK INVERT
UNDISTURBED EARTH
PRECAST CONCRETE
MANHOLE
DETAIL
(NOT TO SCALE)
(NOT TO SCALE)
12"
CAPE COD BERM
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FINISHED GRADE
MORTAR
COMPACTED GRAVEL
BASE COURSE
MIN. 8" FLAT TOP
RISER SECTION
6" DIA. SCH40 STEEL PIPE, FILLED WITH
CONCRETE. PROVIDE 4" WELDED CLOSURE
PLATE AT BOTTOM. PIPE SHALL BE RUST
FREE AND PRIME COATED. BOLLARDS TO BE
COVERED WITH POLYETHYLENE SLIP COVER.
COLOR TO BE COORDINATED WITH OWNER.
PROVIDE POSITIVE SLOPE
AWAY FROM BOLLARD,
SMOOTH CONCRETE FINISH
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6" PRE —CAST
CONCRETE CURB
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PAVEMENT
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4
44" X 20" OPENING
8" ±1" DIAMETER
NORMAL
WATER
LEVEL
0
0_
0
CO\CRETE CUR.
DETAIL
BRICKS AND MORTAR
TO BE USED TO MAKE
GRADE ADJUSTMENTS
WEEPHOLE TO BE
PRECAST IN RISER
SECTION
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CATCH BASIN TRAP
- �- UNDISTURBED EARTH
BASIN
(NOT TO SCALE)
COMPACTED
SUBGRADE
12—INCHES
3/4—INCH
CRUSHED STONE
12—INCHES
3/4—INCH
CRUSHED STONE
PLAN VIEW
SECTION
FINISH PAVEMENT GRADE
24" CONCRETE FOUNDATION
USE SONOTUBE FORM
3/8" DIA. WELDED HOOPS.
18" DIA. TOP, BOTTOM, AND CENTER
SILTFENCE
UNPAVED
FINISHED GRADE
EXISTING GROUND
SURFACE
COMMON FILL MATERIAL
8" MIN CLEARANCE
IN SCREENED GRAVEL
SEWER OR DRAIN
NOTES :
PAVED
111Iit11III11811111141IIIGI111Itll1I9!il'GP
PAVING AND SUB —BASE MATERIAL
COMMON FILL MATERIAL
-WARNING TAPE
12" MINIMUM SEE
NOTE 1 BELOW
SCREENED GRAVEL PLACED AGAINST
UNDISTURBED SIDES AND BOIIOM OF
TRENCH. SEE NOTE 1
8" MIN SCREENED GRAVEL BEDDING
BELOW OUTSIDE DIAMETER OF PIPE.
12" MIN IF LEDGE ENCOUNTERED
UNDISTURBED EARTH OR LEDGE
1 FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM
MID —DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE
BUTT HAYBALES
/TOGETHER AS SHOWN
DEWATERING DETAIL
(NOT TO SCALE)
STAKED
HAYBALE (TYP)
GROUND SURFACE
T
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G
\CH DETAIL FOR
RAVITY
(NOT TO SCALE)
USE CRUSHED STONE
GREATER THAN 3—INCHES
BUT SMALLER THAN
6—INCHES
EXISTING
GRADE
50—FT LONG
0 0 0 0 0 0 0
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SECTION VIEW
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1 2"
CONSTRJCTIO\ =\TRA\C
D ETA I L
(NOT TO SCALE)
FILTER FABRIC AS SPECIFIED
EXISTING GROUND
SURFACE
CARRY FABRIC DOWN
INTO TRENCH
WOOD
POST
FILTER FABRIC AS SPECIFIED
ANCHOR FABRIC WITH
SOIL, TAMP BACKFILL
DIRECTION OF FLOW
WOOD POSTS
8'-0" 0.C. MAX.
SILTF\C
DETAIL
(NOT TO SCALE)
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BUILDING/SITE REVISIONS
NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
F-
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BUILDINGS/SITE LAYOUT
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Job File Number: SALE-0024
Drawing File Folder: SALE24
Drawing Issued for Review Only
Drawing Issued for Permit
Drawing Issued for Construction
R�^ per
�ATERIALS \
Stormceptor
Frame and Cover
Grade Adjusters To
Suit Finished Grade
Concrete
Di
De Division
STC 4800 Precast Concrete Stormceptor
(L800 J.S. Gallon Capacity)
32"0
,,,,,,,,,,,
— 30"0 ---
Varies
72"0
Stormceptor
Insert —
Inlet
21"
Weir
a
n
Outlet
17"
a
90"
Min.
Drop Tee
Inlet Pipe
10"0
Orifice
Plate
24"0 Drop
Outlet Pipe
120"0
12"
aa.
Section Thru Chamber
Notes:
6"0 Oil
Port
Access opening
(See note #2)
10"
10"0 Orifice
Rate
Plan View
1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable.
2. The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port.
3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148,
#5498331, #5725760, #5753115, #5849181, #6068765, #6371690.
4. Contact a Concrete Pipe Division representative for further details not listed on this drawing.
MANHOLE FRAME AND
COVER AS SPECIFIED
WITH 3" LETTERS "SEWER"
BRICK FOR GRADE
ADJUSTMENT
4'-0" UNLESS OTHERWISE —
INDICATED ON DRAWINGS
MANHOLE RUNGS
8" MINIMUM
SHELF ELEVATION SAME AS
CROWN OF HIGHEST PIPE.
THICKNESS OF BOIIOM SLAB
SHALL NOT BE LESS THAN
THE MANHOLE BARREL
SECTION WALL OR TOP SLAB
WHICHEVER IS GREATER.
UNDISTURBED EARTH
SECTION A —A
v
24"0 Outlet
Pipe
Port
Rinker 033
CONCRETE COLLAR
EXISTING GROUND SURFACE OR
FINISHED GRADE
PRECAST TRANSITION SECTION
OR BARREL SECTION WITH
PRECAST TOP SLAB
RUBBER "0"—RING GASKET
OR PREFORMED FLEXIBLE
JOINT SEALANT AS SPECIFIED
MULTIPLES OF 1 ',2',3',4',5',
OR 6' LENGTHS AS REQUIRED
SEE PIPE CONNECTION
DETAILS THIS SHEET
8" MINIMUM
v
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D
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12" MINIMUM
SCREENED GRAVEL
BRICK OR CONCRETE FILL.
Tides
Technologies
Technical Data
Series TF-1 Tideflex® Check Valve
Features & Benefits
• Ideal for manhole installations
• Lightweight, al-elastomer design
• Seals around entrapped seeds
• Cost-effective, maintenance -free design
Materials of Constniction
• Elastomers available in Pure Ginn Rubber, Neoprene,
Hypalon®, Qdorebutyl, Buna-N, EPDM, and titan
We are pleased to announce the introduction of the
revolutionary TF-1 Check Valve. It functions and operates
under the same simple principle of operation as the original
TF-2 Tideflex,.
This design is ideal for existing manhole installations where
the invert of the pipe is close to the floor of the
vault. There are many check valves in intercep-
tors, manholes, and vaults. These vaults are
designed so that there would be a maximum
gravity head; thus, the invert pipe is as close to
the base as possible. The TF-1 allows installa-
tions in such applications.
The Tideflexe Technologies Series TF-1
Tideflex' Check Valve is designed for applica-
tions in manholes, where the bottom of the
manhole is close to the invert of the pipe. The
TF-1 configuration allows the valve to be prop-
erly installed without manhole modification,
ensuring positive backflow prevention and a
lifetime of maintenance -free performance.
Pipe Q.D.
Length
Bill Height
Cult Length
Numbers indicate maximum dimensions in inches.
1 1/2
1 1/2
2
6
8
8
8
s
10
10
10
10
10
10
14
14
16
liidetlex Technologies • 600 N. Bell Ave., Carnegie, PA 15106 USA • 412-279-0044 • Fax 412-279-7878 • www.tideflex.com
BRICK SHELF
SLOPE 1"/FT.
B
BRICK OR CONCRETE FILL.
BRICK ON EDGE
P'ECAST SEWED vA\HOLE
DETAIL
(NOT TO SCALE)
ALL SEWER MANHOLES WITH RIMS LOWER THAN ELEVATION
PROVIDED WITH WATERTIGHT COVERS.
11.5 SHALL BE
WALL OF MANHOLE
14/4
,1 PIPE
P � � Pv
BERD:EK (c2HXA8NNEXELPOASpEpli/Es
n
PLAN
SECTION B—B
BRICKS ON
TO DROP CONNECTIONS AS
WELL AS CONVENTIONAL.
SHELF ELEVATION SAME AS
CROWN OF HIGHEST PIPE.
WALL OF MANHOLE
12" MINIMUM SCREENED
GRAVEL BASE.
UNDISTURBED EARTH
AS REQD
INLET
NOTES:
HEAVY DUTY CAST IRON
COVER AND FRAME
4a 4.
2" MAX
WATER
4"
4
B min
1'-0
STEPS \
SHEA
SECTION VIEW
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST
ASTM C478 SPEC FOR "PRECAST REINFORCED
CONCRETE MANHOLE SECTIONS."
3. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST
ASTM C443 SPEC.
4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC
STEP CONFORMS TO LATEST ASTM C478 SPEC.
5. PIPE NOT SUPPLIED.
6. CONE SECTION AVAILABLE IN 4'-0" I.D. ONLY.
7. FOR INLETS LARGER THAN 10" THE DESIGN AND DIMENSION
WILL BE DETERMINED FOR EACH PARTICULAR CASE.
FINISHED GRADE
MORTAR
VENT TO ROOF
OUTLET TO SEWER
INLET
D
A
B
W
4"
5"
4'-0"
4'-0"x4'-0"
3'-6"
3'-0"
3'-0"
2'-6"
5"
6"
6"
4'-0"
4'-0"x4'-0"
5'-0"
4'-0"
3'-6"
4'-6"
3'-6"
3'-0"
5"
6"
6"
8"
5'-0"
6'-0"
8'-0"
6'-0"
4'-0"
3'-0"
5'-0"
3'-6"
2'-6"
6"
7"
9"
10"
6'-0"
8'-0"
6'-6"
5'-0"
5'-6"
4'-0"
7"
9"
OIL & G'EASE SEDAATO
(GAS TRAD)
DETAIL
(NOT TO SCALE)
SUPPLIER TO PROVIDE
6-INCH COVERS TO
SUPPORT AN H-20 LOAD
12"MINIMUM
SCREENED GRAVEL
FRAME & GRATE
Gs .
0000 J ..&�s-".xC
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0 0 00
0
P ' ECAST SHALLOW CATCH
DETAIL
(NOT TO SCALE)
FINISHED GRADE
MORTAR
4
SUPPLIER TO PROVIDE--
6-INCH FLAT TOP
COVERS TO SUPPORT AN
H-20 LOAD
a�
d
12"MINIMUM
SCREENED GRAVEL
24" ±1"
DIA. OPENING
a
MIN
OUTSIDE OF PIPE
+2" CLEARANCE
CATCH BASIN TRAP
UNDISTURBED EARTH
3ASI\
FRAME & COVER
BRICKS AND MORTAR
TO BE USED TO MAKE
GRADE ADJUSTMENTS
48" ±1"
DIAMETER
a
P ECAST SHALLOW D CAI \
DETAIL
(NOT TO SCALE)
OUTSIDE OF PIPE
+2" CLEARANCE
UNDISTURBED EARTH
A\HOLE
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DRAWING: DET-2
SHEET 9 OF
SCALE AS NOTED
JUNE 25, 2014
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7-22-2014
7-15-2014
BUILDING/SITE REVISIONS
MEPA COMMENTS
NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
NO CHANGES TO THIS SHEET
BUILDINGS/SITE LAYOUT
NO CHANGES THIS SHEET
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Job File Number: SALE-0024
Drawing File Folder: SALE24
Drawing Issued for Review Only
Drawing Issued for Construction
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PLANTING LIST — BIORETENTION AREA "A"
SYMBOL
QUANTITY
BOTANICAL NAME
COMMON NAME
NOTES
A
1
Adropogon gerardi
Bluejoint
grows to 2'-3' height
1
Adropogon virginicus
Broomsedge
grows to 1 " 3" height
N.A.
Deschampsia caespitosa
Tufted hairgrass
grows to 2'-3' height
3
Panicum virgatum
Switch grass
grows to 4'-5' height
4
Lotus corniculatus
Bird's —foot —trefoil
grows to 2'-3' height
1
Clethra alnifolia
Sweet pepperbush
grows to 6'-12' height
1
Pyrus arbutifilia
Red chokeberry
grows to 6'-12' height
N.A.
Euonymous eoropaeus
Spindle —tree
grows to 10'-12' height
1
Betula nigra
River birch
grows to 50'-75' height
J
1
Ginko biloba
Maidenhair tree
grows to 50'-80' height
N.A.
Liquidambar styraciflua
Sweet gum
grows to 50'-70' height
N.A.
Itea virginica
Virginia sweetspire
grows to 6'-12' height
BM
Bark Mulch
Bark mulch
3" depth minimum
y
— DENOTES AREA TO BE SEEDED WITH MIXTURE OF GRASS SEEDS
CAPABLE OF WITHSTANDING PERIODIC INUNDATION AND DROUGHT.
0' 2.5' 5'
10'
DETAIL SCALE: 1 "=
NOTE: VERTICAL DATUM IS NGVD 29. (TO OBTAIN NAVD88 ELEVATIONS SUBTRACT 0.81')
Filtrexx®SiltSoxxTM Details
Stake on
10' Lineal
Spacing
Area to be Protected
Filtrexx®SiltSoxx*"
Plan View
Stake on
10' Lineal
Spacing
Filtrexx® Compost
SiltSoxxTM
2" x 2" Wooden Stake
Filtrexx® SiltSoxxm
(12" • 18" Typical)
Work Area
Downslope
3"•4"
Area to be Protected
Filtrexx® SiltSoxxTM" Section
Notes:
1. All material to meet Filtrexx® specifications.
2. SiltSoxxTM compostljsoiUrockiseed fill to meet application
requirements.
3. SiltSoxe" depicted is for minimum slopes. Greater slopes
may require larger socks per the Engineer.
4. Compost material to be dispersed on site, as determined by
Engineer.
Flow
Upslope
12"±
Filtrexx® FilterSoxxTM
Filtrexxe SiitSoxxTM
Plan View
SILTSOXX DETAIL
(NOT TO SCALE)
THREE TIMES WIDTH OF ROOTBALL
PRUNE AS FIELD
DIRECTED BY OWNER TO
IMPROVE APPEARANCE
(RETAIN NORMAL TREE
SHAPE)
TRUNK FLARE
JUNCTION: PLANT TREE
1 —2" ABOVE EXISTING
GRADE
3" LAYER SHREDDED PINE
BARK MULCH TO TO
OUTER EDGE OF SAUCER
KEEP MULCH 2" FROM
TRUNK
EXISTING GRADE
CUT AND REMOVE BURLAP
FROM TOP 1/3 OF
ROOT BALL. IF
NONBIODEGRADABLE,
REMOVE COMPLETELY.
SLOPE SIDES OF HOLE
BACKFILL AS PER
SPECIFICATION
DO NOT EXCAVATE BELOW
ROOTBALL.
DECIDUOUS THEE PLANTING DETAIL
(NOT TO SCALE)
1—III
1IIIH��—���—�� : II.
El 11=I I I— — — —_SIR I HI 1
l l=III=III=III=1 I El I
THREE TIMES WIDTH
OF ROOTBALL
4" TYP
8" GRAVEL BORROW (TYPE B)
COMPACTED SUBGRADE
T-Ife
PRUNE AS FIELD DIRECTED BY
OWNER TO IMPROVE APPEARANCE
(RETAIN NORMAL SHAPE)
PLANT TOP OF ROOTBALL 1-2"
ABOVE ABOVE SURROUNDING
GRADE
3" LAYER SHREDDED PINE BARK
MULCH DO NOT BURY STEMS OR
TRUNK
EXISTING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL
LOOSENED TO ENSURE PROPER
BACKFILL—TO—ROOT CONTACT
SLOPE SIDES OF HOLE
BACKFILL AS PER
SPECIFICATION
DO NOT EXCAVATE BELOW
ROOTBALL.
SHRUB PLA\TI\G DETAIL
(NOT TO SCALE)
30' MAX SPACING BETWEEN
EXPANSION JOINTS
4" THICK CONCRETE WALK
5'-0" TYP.
CONTROL JOINT (SAW CUT 1 —IN DEPTH)
1 /2" EXPANSION JOINT REQUIRED WHEN
WALK ABUTS RIGID STRUCTURES
PLAN
WIDTH VARIES
(SEE PLAN)
CROSS SLOPE 2% MAX.
12
Er Ay A
1 5"
WALK AT FOUNDATION W/ INTEGRAL CURB
WIDTH VARIES
(SEE PLAN)
CROSS SLOPE 2% MAX.
x X
=1 I I—III^III—III—III—III—III—III—III=I I
_,;,III,;,III,;,III,;,III,;,I
FINISH GRADE
TYPICAL CROSS SECTION
FACE OF FOUNDATION
1/2" PREMOLDED JOINT FILLER W/ JOINT SEALER
/ WWF 6x6—W4xW4 (2" MIN. TO FINISH SURFACE)
6" REVEAL
WEARING COURSE
BINDER COURSE
CRUSHED GRAVEL
FINISH GRADE
WWF 6x6—W4x1
8" GRAVEL BORROW (TYPE B)
COMPACTED SUBGRADE
ahMIEI MEW
IIITIIIIIIIIIIIIIIIIIIIII1IIIJlllllllllllllllllllllllllllllllllllll
LONGITUDINAL SECTION
CONCRETE AS SPECIFIED
1 /4"W x 1 "D SAW CUT
CONTROL JOINT (MAX.
5'-0" 0.C. TYP.)
EXPANSION JOINT
WWF 6x6—W4xW4 (2" MIN. TO
FINISH SURFACE)
8" GRAVEL BORROW (TYPE B)
COMPACTED SUBGRADE
PLANTING LIST — BIORETENTION AREA "A"
SYMBOL
QUANTITY
BOTANICAL NAME
COMMON NAME
NOTES
A
6
Adropogon gerardi
Bluejoint
grows to 2'-3' height
3
Adropogon virginicus
Broomsedge
grows to 1'-3' height
3
Deschampsia caespitosa
Tufted hairgrass
grows to 2'-3' height
3
Panicum virgatum
Switch grass
grows to 4'-5' height
8
Lotus corniculatus
Bird's —foot —trefoil
grows to 2'-3' height
3
Clethra alnifolia
Sweet pepperbush
grows to 6'-12' height
3
Pyrus arbutifilia
Red chokeberry
grows to 6'-12' height
2
Euonymous eoropaeus
Spindle —tree
grows to 10'-12' height
2
Betula nigra
River birch
grows to 50'-75' height
J
1
Ginko biloba
Maidenhair tree
grows to 50'-80' height
1
Liquidambar styraciflua
Sweet gum
grows to 50'-70' height
2
Itea virginica
Virginia sweetspire
grows to 6'-12' height
BM
Bark Mulch
Bark mulch
3" depth minimum
4-6" LOAM AND SEED
SLOPE
dr "Fir
NOTES:
1. SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOTED. FINISH SURFACE SHALL BE SLOPED FOR
POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES.
2. EXPANSION JOINTS SHALL NOT EXCEED 30' 0.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS.
3. CONTROL JOINTS SHALL NOT EXCEED 5'-0" 0.C. UNLESS OTHERWISE NOTED.
CO\CRETE CLH3/WAL
DETAIL
(NOT TO SCALE)
< WAY
— DENOTES AREA TO BE SEEDED WITH MIXTURE OF GRASS SEEDS
CAPABLE OF WITHSTANDING PERIODIC INUNDATION AND DROUGHT.
2.0' OF PLANTING SOIL::::• /
CONSISTING OF THE
FOLLOWING MIIX
" COARSE GRAVEL
°0�0�022 PEA GRAVEL o°o�,d
0'
5°
10'
20'
2" SAND .:: _ _
VARIES
TYPICAL BIOETE\TIO\ A�
`A
(NOT TO SCALE)
PLANTINGS SHALL BE A MIX OF HERBACEOUS PERENNIALS,
SHRUBS, AND (IF CONDITIONS PERMIT) UNDERSTORY
TREES THAT CAN TOLERATE INTERMITTENT PONDING,
OCCATIONAL SALINE CONDITIONS DUE TO ROAD SALT, AND
EXTENDED DRY PERIODS.
INSTALL ONE TREE OR SHRUB PER 50 SQ. FEET OF
BIORETENTION AREA, AND AT LEAST 3 SPECIES OF EACH
OF HERBACEOUS PERENNIALS OR SHRUBS.
#72 FLINT STREET AND #67 &
#71 MASON STREET SALEM, MA
DRAWING: DET-3
SHEET 10 OF
SCALE AS NOTED
JUNE 25, 2014
8-13-2018
09-09-2015
03-02-2015
12-12-2014
11-20-2014
9-17-2014
7-22-2014
7-15-2014
Q
0
BUILDING/SITE REVISIONS
MEPA COMMENTS
NO CHANGES TO THIS SHEET
Filtrexx SiltSoxx & Bioretention Detail
NO CHANGES TO THIS SHEET
J
h
w
0
BUILDINGS/SITE LAYOUT
NO CHANGES THIS SHEET
'
00
I\
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N
O
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52
Job File Number: SALE-0024
Drawing File Folder: SALE24
DETAIL SCALE: 1 "=10'
\
\'
4-6 LOAD
ND SEED
6" FILTER LAYER
RICHARD L.
WILLIAMS
CIVIL
No. 40190
Drawing Issued for Review Only
Drawing Issued for Construction
two- Cir)
I il(lirl Lain sice,walk elevation
4' ;vice concrete minimum
SUR 1.5COUPL,NG CAST
INTO PR OA6'T \'? ' T
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I.QCAi143N'AARIES)
ice' FFWW16 AND
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It+IFpTc $t,o2
TOP ;SLAB
TOP OF BANK
PURSUANT TO 310 CMR 10.54
(MEAN ANNUAL FLOOD LEVEL;
SECTION, A.
4i1<f AS SUPPLIED BY CC(TfCfi
(Fid7 .9 z W 4 FOR C LA€1►M
IPA -CON ROCKS
Lb 4NI i!ANGLE NOSD4
CONCRETE APRON