31B-192 91 King Street-Site Plans Revised-4-13-2011
St. Elizabeth Ann Seton Parish 99 King Street Prepared by: ~ REVISED SITE PLAN SUBMISSION ~ Land Surveying Planning Civil Engineering Landscape Architecture bdg@berkshiredesign.com www.berkshiredesig
n.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 ..............................................A
1 Northampton, Massachusetts March 31, 2011 REVISED April 13, 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
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 OH OH OH OH ADD GRATES TO BASEMENT WINDOWS LIGHT POLE, TYP. 22' 9'-2" TYP THIS ROW 18' TYP 60' 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 URC ST.
MARY'S STATUE CB LOAM & SEED LOAM & SEED LOAM & SEED LOAM & LOAM & SEED LOAM & SEED CONCRETE WALK BRICK PLAZA BRICK PLAZA CONCRETE WALK & CURB SLOPED GR. CURB SLOPED GR. CURB BIT. CONC.
BERM PER CONCRETE WALK & CURB (PHASE 2 ACCESSIBLE PARKING) LOAM & SEED (FOR PHASE 1) 12 17 9 17 38 21'-10" CL 107° R=20' 28'-7" 18'-6" 3'-4" RELOCATED SCHOOL MONUMENT 5'22'-4" 31'-2"
22' SLOPED GR. CURB EX. RAMP 5' ACCESS. CURB RAMP ACCESS. CURB RAMP ACCESS. CURB RAMP ACCESS. CURB RAMP FORM CURB TO TRANSITION TO SLOPED 8'-6" 8'-6" 9' TYP 8' 8' 8' 8' 5' 8' 8' 8' 8'
8'-6" 8'-6" (PHASE 1 LIMIT OF SIDEWALK) TRANSF. A/C UNITS 27 8'-9" TYP THIS ROW 24 8'-9" TYP THIS ROW 9' 23'-6" ANNUALS ANNUALS EXISTING 1 QC EXISTING EXISTING 12 CT 1 APD6 ICC EXISTING
EXISTING 4 JS2 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 VM VM 7' (PHASE 1
WALK) 6' FOR NEW LOCATION SIGN BOLLARD LIGHT, TYP. DETENTION BASIN DETENTION BASIN 1 CB VM 1 CB RENOVATED ENTRY 1 CN VMANNUALS 1 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;
DETENTION BASIN DETENTION BASIN SAWCUT/REPAIR PER CITY SPEC. DETAIL BIT. CONC. BERM PER DETAIL LOAM & SEED OR PLANTINGS LOAM & SEED OR PLANTINGS LOAM & SEED OR PLANTINGS LOAM & SEED
LOAM & SEED LOAM LOAM & SEED OR PLANTINGS Revisions Landscape Architecture Civil Engineering Planning 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 11 Not To Scale 4-13-11 DPW/Stormwater Comments
SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 OH OH OH OH OH OH 140 138 139 139 140138 140 135 137 138 139
136 138 137 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" PVC @0.5%40LF 12" HDPE @4% 67LF 12" HDPE @2.6% DRY WELL 2 BOTTOM 135.00 TOP 137.35 PIPE INV. 136.00 DETENTION
BASINS 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 137.75 115LF 10" HDPE @0.5% 8" PVC @0.5% 52LF 12" HDPE @0.6% 32LF
12" HDPE @0.5% 22LF 12" HDPE@1% DMH(5'Ø) RIM 138.95 IN(4) 133.90 OUT 133.80 30LF 12" HDPE @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 10" PVC @1% ROOF EMERGENCY ROUTE CONNECT TO DRY WELL AT 136.00,
TYP. OF 3 OCS RIM 139.98 IN 136.35 OUT 133.35 85LF 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' W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G
G G G G G G G G G SS SS SS SS SS SS SS W SS E E E E E E 63LF 12" HDPE @0.5% DMH RIM 139.60 IN 133.45 OUT 133.35 E E E E E E E E E 139 G G G G G G G 140 139 140 141 141 136 139 138 138
141 40LF 12" RCP @2.7% TAPPING SLEEVE& VALVE W C.O. C.O. 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
4-13-11 DPW/Stormwater Comments Revisions Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Land Surveying 2 NOT FOR CONSTRUCTION FOR PERMIT REVIEW ONLY
Details St. Elizabeth Ann Seton Parish NORTHAMPTON, MA Wood Trash Enclosure 31 Not To Scale Lighting 38 Not To Scale Catch Basin 32 Not To Scale Stormwater Treatment Chamber STC 900
35 Not to Scale Bit. Conc. & Conc. Paving & Curb 36 Not to Scale Subsurface Detention Basin 39 Not to Scale Outlet Control Structure (OCS) 34 Not to Scale Drain Manhole 33 Not To Scale
Dry Well 37 Not to Scale 6.00' 3.42'* O.C. 6.00' 4.2' SECTION C-C SECTION B-B L C LATERAL 6" BEDDING* *NOTE: CENTER-TO-CENTER DIMENSION BASED ON ADS N-12 SYSTEM COMPONENTS. 6" BEDDING
CL LATERAL 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* 2.8" ORIFICE AT INV.
133.00' Yard Drain 3 10 Not to Scale BOLLARD TYPE POLE TYPE 4-13-11 DPW/Stormwater Comments OCS 3* 4.9" ORIFICE AT INV. 134.52' OCS 3* 5" HORIZ. ORIFICE AT INV. 136.55' Bit. Conc. Berm
3 11 Not to Scale Revisions Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Land Surveying 3 NOT FOR CONSTRUCTION FOR PERMIT REVIEW ONLY