31B-159 St Eliz Site Plans Revised March 31 2011St. Elizabeth Ann Seton Parish
99 King Street
Prepared by:
~ REVISED SITE PLAN SUBMISSION ~
Land Surveying
Planning
Civil Engineering
Landscape Architecture
bdg@berkshiredesign.com www.berkshiredesign.com
4 Allen Place, Northampton, MA 01060 (413) 582-7000
Springfield, MA 01105
65 Elliot Street
Roman Catholic Bishop of Springfield
Applicant/Owner:
Details
Plan Sheets
Layout and Planting Plan
Grading and Drainage Plan
Existing Conditions.............................................EX
.......................................1
....................................2
.....................................................................3
Site Lighting Photometrics.............................SL-1B
Building Elevations ..............................................A1
Northampton, Massachusetts
March 31, 2011
SCALE
20'
1" = 20'
0 10'40'
Land Surveying
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.Design
The
EX
St. Elizabeth Ann
Seton Parish
NORTHAMPTON, MA
NOT FOR CONSTRUCTION
FOR PERMIT REVIEW ONLY
Existing Conditions
OHOHOHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
ADD GRATES TO
BASEMENT WINDOWS
LIGHT POLE,
TYP.22'9'-2"
TYP
THIS
ROW18'TYP60'9'-6"
5'
5'
5'
6'5'
6'8'24'
24'
25'
RELOACTED
UTILITY POLE
BIKE
LOOPS 6'6'60'
60'60'
15'
WOOD
GUARDRAIL
210LF±3'RIP-RAP
SLOPE
RELOCATED
SACRED HEART
STATUE
RELOCATED
ZONE LINE URCST. MARY'S
STATUE
CBLOAM & SEED
LOAM & SEED
LOAM & SEED
LOAM &
LOAM & SEED
LOAM & SEED
CONCRETE
WALK
BRICK
PLAZABRICK
PLAZA
CONCRETE
WALK &
CURB
SLOPED GR.
CURB
BIT. CONC.
BERM
SLOPED
GR. CURB
BIT. CONC.
BERM
CONCRETE
WALK &
CURB
(PHASE 2
ACCESSIBLE
PARKING)
LOAM & SEED
(FOR PHASE 1)
12
17
9
17
38
21'-10"
CL
1
0
7
°
R=2
0
'
28'-7"18'-6"3'-4"RELOCATED
SCHOOL MONUMENT
5'22'-4"31'-2"22'
SLOPED
GR. CURBEX. RAMP5'ACCESS.
CURB RAMP
ACCESS.
CURB RAMP
ACCESS.
CURB RAMP
ACCESS.
CURB RAMP
FORM CURB
TO TRANSITION
TO SLOPED8'-6"8'-6"9'TYP8'8'8'8'8'5'8'8'8'8'-6"8'-6"(PHASE 1
LIMIT OF
SIDEWALK)
TRANSF.
A/C UNITS
27
8'-9"
TYP
THIS
ROW
248'-9"TYPTHISROW9'23'-6"ANNUALS ANNUALS
EXISTING
1 QC
EXISTING
EXISTING
12 CT
1 APD
6 ICC
EXISTING
EXISTING
4 JS
2 UP
1 UP
1 UP
1 CB
26 TM
1 CN
2 RS
1 CN
2 RS
1 PP
21 CT
6 TM
1 APD
1 CB
3 RA
6 ICC
(Phase 2)
9 IT
(REMOVE)
(REMOVE
TREE)
4 JS
2 QC
8 TM
VM
1 PBB
1 PBB
VMVM
7'
(PHASE 1 WALK)
6'
FOR NEW
LOCATION
SIGN
BOLLARD
LIGHT, TYP.
DETENTION BASIN
DETENTION BASIN
1 CB 1 CBVM
RENOVATED
ENTRY
1 CN
VM
ANNUALS1 TCC
SIDEWALK/CURB CUT
RECONSTRUCTION
PER CITY SPEC., TYP.
1 AF
1 RA
1 TP
3 TP
4 IT
3 IT
3 RA
(Phase 2)
3 PBB
4 IT
(REMOVE
ALL PINES)
1 RA
1 RA
(Phase 2)
1 TCC
1 TCC 16'SLOPED GR.
CURB
1 AF
16 R0
SAWCUT/REPAIR
PER CITY SPEC.
BOLLARD w/
ACCESS. PKG
SIGN (4 TOTAL)
SEED
18'
TYP
5'
CONCRETE
STEPS
CONCRETE
STEPS
(2 RISERS)
(5 RISERS)
CONCRETE
STEPS
(6 RISERS)
WOOD GATE &
10'x16' WOOD
12'x10' CONC.
DUMPSTER PAD
SEE DETAIL
ENCLOSURE;
Revisions
Landscape Architecture
Civil EngineeringPlanning
Berkshire
Group, Inc.Design
The
Land Surveying
1
Layout & Planting
St. Elizabeth Ann
Seton Parish
NORTHAMPTON, MA
Plan
2.5-3" cal.
3 gallon
24-30"
1.5-2" cal.
2.5-3" cal.
2.5-3" cal.
24-30"
Plant Schedule
2-2.5" cal.
Flats/10" o.c
7-8'
24-30"
18-24"
24-30"
18-24"
6-7'
24-30"
24-30"
3 gallon
3 gallon
NOT FOR CONSTRUCTION
FOR PERMIT REVIEW ONLY
Typical Planting
1
1
Not To Scale
SSSSSSSSSSSSSSSSSSSSSSSSSSSSOHOHOHOHOHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH140138
1
3
9
13
9
140
138
140
135
137138
139
136138137
SLOPE WALK/
CURB TO GRADE
W
G
CATCH BASIN
RIM 136.95
OUT 133.95
CATCH BASIN
RIM 136.55
OUT 133.85
CATCH BASIN
RIM 136.70
OUT 133.85
CATCH BASIN
RIM 138.90
OUT 135.65
CONNECT TO DRY
WELL AT 137.00,
TYP. OF 3
55LF 10" PVC @ 0.5%
31LF 10" PVC @ 0.5%
8" P
V
C
@
0
.
5
%
40
L
F
1
2
"
H
D
P
E
@
4
%67LF 12" HDPE @2.6%DRY WELL 2
BOTTOM 135.00
TOP 137.35
PIPE INV. 136.00
DETENTION BASIN
BOTTOM 132.50
TOP 136.55
EX. DMH
RIM 138.65
CORE NEW INV. AT 129.50
54" OUT 120.35
DRAIN BASIN
RIM 139.75
OUT 137.75115LF 10" HDPE @ 0.5%
8" PVC @0.5%
52L
F
1
2
"
H
D
P
E
@
0
.
6
%32LF 12" HDPE @ 0.5%22LF 12"
H
D
P
E
@ 1%
DMH(5'Ø)
RIM 138.95
IN(4) 133.90
OUT 133.80
30L
F
1
2
"
H
D
P
E
@
0
.
6
%
CATCH BASIN
RIM 136.75
OUT 133.85
CATCH BASIN
RIM 136.55
OUT 133.85
DMH
RIM 136.92
IN(3) 133.65
OUT 133.60
CATCH BASIN
RIM 138.80
OUT 134.70
(12" HDPE)8" HDPE @ 0.5%OCS 1
RIM 139.65
IN 137.00
OUT 135.50
80LF
1
0
"
P
V
C
@
1
%
ROOF
E
M
E
R
G
E
N
C
Y
R
O
U
T
E
CONNECT TO DRY
WELL AT 136.00,
TYP. OF 3
OCS
RIM 139.98
IN 136.35
OUT 133.35
125LF 12" HDPE @ 2.7%25LF 12" HDPE@ 0.8%55LF 12" HDPE @ 0.5%DMH
RIM 137.27
IN(2) 133.65
OUT 133.55
OCS 3
RIM 139.60
IN 133.00
OUT 133.00
SWTC1-STC900
RIM 139.50
IN 132.95
OUT 132.87
DRY WELL 1
BOTTOM 137.00
TOP 138.35
PIPE INV. 137.00
10" HDPE FEO
INV 135.35'WWWWWWWWWWWWWWW
GGGGGGGGGGGGGGGGGGGGGGGGGSS SSSSSSSSSSSSW
SSEEEEEE63LF 12" HDPE @ 0.5
%
DMH
RIM 139.60
IN 133.45
OUT 133.35
E EEEEEEEE139
GGGGGG
G140 1391401
4
0
141141
136
139
1
3
8
138
141
Revisions
Landscape Architecture
Civil EngineeringPlanning
Berkshire
Group, Inc.Design
The
Land Surveying
2
Grading & Drainage
St. Elizabeth Ann
Seton Parish
NORTHAMPTON, MA
Plan
1. All areas disturbed from construction activity to
be raked, smoothed, fertilized and seeded with
perennial turfgrasses unless otherwise noted.
2. All sidewalks/walkways and curb ramps shall
conform to the Massachusetts Architectural Access
Board's (AAB) requirements. Sidewalk/walkway
cross-slope is 1.5 % minimum, 2.0% maximum.
Slopes shall not exceed 2% across any accessible
parking space or adjacent aisles.
3. All materials and construction methods shall
conform to the applicable construction standards
and specifications of the City and the
Massachusetts Department of Transporation.
4. Utilities indicated on these plans (water, sanitary,
sewer, gas, electric) are schematic in nature.
5. Do not scale drawings for quantity take-offs or
construction. Use written dimensions only
General Notes
NOT FOR CONSTRUCTION
FOR PERMIT REVIEW ONLY
Revisions
Landscape Architecture
Civil EngineeringPlanning
Berkshire
Group, Inc.Design
The
Land Surveying
3
Details
St. Elizabeth Ann
Seton Parish
NORTHAMPTON, MA
Wood Trash Enclosure
3
1
Not To Scale
Lighting
3
8
Not To Scale
Catch Basin
3
2
Not To Scale
Stormwater Treatment Chamber STC 900
3
5
Not to Scale
Bit. Conc. & Conc. Paving & Curb
3
6
Not to Scale
Subsurface Detention Basin
3
9
Not to Scale
Outlet Control Structure (OCS)
3
4
Not to Scale
Drain Manhole
3
3
Not To Scale
Dry Well
3
7
Not to Scale
6.00'6.00'3.42'* O.C.4.2'SECTION C-C
SECTION B-B
LC LATERAL
6" BEDDING*
*NOTE: CENTER-TO-CENTER DIMENSION BASED ON ADS N-12 SYSTEM COMPONENTS.
6" BEDDING
C LATERALL
SECTION A-A
0.5' BEDDING*
1.37'
2.33'
88.00'3.42'*O.C.6.00'
TYP.
6.00'
TYP.6.00'TYP.12" HDPE
SEE PLANS
FOR INV.
OCS 1 138.35'
OCS 2 137.35'
OCS 3 136.55'
OCS 3*
7.5" ORIFICE
AT INV. 133.00'
Yard Drain
3
10
Not to Scale
NOT FOR CONSTRUCTION
FOR PERMIT REVIEW ONLY
BOLLARD TYPE
POLE TYPE