UPDATED PLAN SET_2021-0806Checked By:
Drawn By:
Revisions
Scale:
Date:Sheet Number
This drawing is not intended nor shall it be used for
construction purposes unless the signed professional seal of a
registered landscape architect, civil engineer or land surveyor
employed by The Berkshire Design Group, Inc. is affixed above.
Do not scale drawing for quantity take-offs or construction. Use
written dimensions only. If dimensions are incomplete, contact
The Berkshire Design Group Inc. for clarification.
Copyright The Berkshire Design Group, Inc.
This drawing and all of its contents are the express property of
The Berkshire Design Group, Inc., and shall not be copied or
used in any way without the written consent of The Berkshire
Design Group, Inc.
c
F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 7/2/202179 King Street
Northampton, MA
Web: http://www.berkshiredesign.com
Email: bdg@berkshiredesign.com
(413) 582-7000
4 Allen Place, Northampton, Massachusetts 01060
FAX (413) 582-7005
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group
Design
Land Surveying
FOR REVIEW ONLY
July 2, 2021
JS
ML/JS
SITE DETAILS
CS
Not to Scale
SCALE:
CATCH BASIN01NOT TO SCALE
24"
FINISH GRADE (OR CURB) AS SHOWN ON PLAN
4'-0"Ø ±1"4'-0" MIN.2"5" MIN.18" MIN.5" MIN.2' TO 4'BASE SECTION6" MIN.FRAME TO BE SET IN
FULL BED OF MORTAR
5"
M
I
N
.
HINGED CAST IRON HOOD IN PAVED AREAS
(AS PER MA DOT STANDARD CATCH BASIN HOOD)
OUTLET PIPE; MATERIAL, SIZE &
SLOPE AS SHOWN ON PLAN
"V" OPENING FILLED WITH NON-SHRINK MORTAR
PRECAST CONCRETE RISER SECTION1' TO 4' RISERSECTIONSMORTAR ALL JOINTS
PIPE BEDDING AS PER UTILITY TRENCH REQUIREMENTS
COMPACTED GRAVEL BORROW
COMPACTED 3/4" CRUSHED STONE
UNDISTURBED OR COMPACTED SUBGRADE
NOTES
1.WEEP HOLES SHALL BE 4" SDR35 PVC PIPE 12" LONG PLACED THROUGH EACH
WALL OF CATCH BASIN. OUTSIDE END TO BE COVERED WITH 1/4" MESH,
GALVANIZED WIRE SCREEN. PLACE 1/4 CUBIC YARD 3/4" CRUSHED STONE
AROUND OUTSIDE END OF PIPE. USE MINIMUM OF 3 WEEP HOLES PER BASIN.
2.CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF
BASIN PROHIBITS THE USE OF CONICAL SECTION.
3.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.).
4.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING.
BRICK AS REQUIRED TO ADJUST
TO GRADE (12" MAX.)
PRECAST CONICAL SECTION
WEEP HOLE (MIN. 3)
PRECAST CONCRETE BASE SECTION
BICYCLE-SAFE CAST IRON CATCH BASIN GRATE
6" MIN.8"8"
SCALE:
DRAIN MANHOLE4NOT TO SCALE
NOTES
1.CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF
STRUCTURE PROHIBITS THE USE OF CONICAL SECTION.
2.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.).
3.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING.
5"
M
I
N
.1' TO 4'RISERSECTIONS3'-0" MIN.5" MIN.4'-0"Ø ±1"
5" MIN.
24"
MORTAR ALL JOINTS
FINISH GRADE AS SHOWN ON PLAN
CAST IRON MANHOLE COVER
FRAME TO BE SET IN
FULL BED OF MORTAR
BRICK AS REQUIRED TO ADJUST
TO GRADE (12" MAX.)
ECCENTRIC PRECAST CONICAL SECTION
"V" OPENING FILLED WITH NON-SHRINK MORTAR
UNDISTURBED OR COMPACTED SUBGRADE
POLYPROPYLENE MANHOLE STEP WITH
1 2" Ø GRADE 60 STEEL REINFORCEMENT
PRECAST CONCRETE RISER SECTION
6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES
PRECAST CONCRETE BASE SECTION
PIPE OPENINGS TO BE PRECAST
IN RISER/BASE SECTION
1-#3 BAR AROUND OPENINGS
FOR PIPES 18"Ø AND OVER, 1" MIN. COVER
COMPACTED 3/4" CRUSHED STONE6" MIN.PIPE BEDDING AS PER UTILITY TRENCH DETAIL
PIPE MATERIAL, SIZE & SLOPE
AS SHOWN ON PLAN
8"8"2' TO 4'BASE SECTIONNOTE:
1.THE PROPOSED DESIGN IS BASED ON THE STORMCEPTOR BRAND STORMWATER
TREATMENT CHAMBER, MODEL 450i. THE CONTRACTOR MAY PROPOSE AN
ALTERNATIVE STORMWATER TREATMENT DEVICE. IF A SUBSTITUTION IS
PROPOSED, THE CONTRACTOR SHALL SUBMIT DATA VERIFYING THAT THE
TREATMENT PERFORMANCE OF THE ALTERNATIVE DEVICE IS EQUAL TO OR
GREATER THAN THE STOMRCEPTOR 450i TO THE ENGINEER FOR APPROVAL.
2.GRATE SHALL BE POSITIONED OVER THE INLET DROP PIPE AND THE OIL PORT.
3.ALL PIPE CONNECTIONS SHALL BE SEALED WITH FLEXIBLE CONNECTORS.
SECTION
SCALE:
STORMCEPTOR 450i6NOT TO SCALE
UNDISTURBED OR COMPACTED SUBGRADE
COMPACTED 3/4" CRUSHED STONE
PIPE BEDDING AS PER
UTILITY TRENCH DETAIL
PIPE MATERIAL, SIZE & SLOPE
AS SHOWN ON PLAN 8"24"
6"VARIESSEE DRAINAGE PLAN8"48"8"18"60" (MIN.)FINISH GRADE (OR CURB) AS SHOWN ON PLAN
BICYCLE-SAFE CAST IRON CATCH BASIN GRATE
SEE NOTE 2
FRAME TO BE SET IN
FULL BED OF MORTAR
BRICK AS REQUIRED TO ADJUST
TO GRADE (12" MAX.)
MORTAR ALL JOINTS
6" (MIN.) COMPACTED GRAVEL
BORROW ON ALL SIDES
SEAL PIPE CONNECTIONS WITH
FLEXIBLE RUBBER CONNECTOR
6" MIN.5"
PVC PIPE, 15" (MIN.) HIGH W/ 4" END CAP
STORMCEPTOR INSERT
INLET DOWN PIPE (REMOVABLE)
OUTLET RISER PIPE
PLAN
SEE NOTE 2
OIL PORT
OUTLET RISER PIPE
INSERT TEE HERE
(TEE OPENING TO FACE SIDE WALL)
SCALE:
UTILITY TRENCH5NOT TO SCALE
1
1
1
1VARIES
5'-0" MAX.MINIMUM COVERAGESEE NOTE 218"12"DD/2
6" MIN.
D + 24"
3'-0" MIN.EMBEDMENTMATERIAL12" MIN. AT PAVED AREAS
FINISH GRADE - SURFACE
VARIES, SEE PLAN
DETECTABLE WARNING TAPE TO RUN
CONTINUOUS WITH ALL UTILITIES
COMPACTED GRAVEL BORROW UNDER
PAVEMENT; COMPACTED SUITABLE
MATERIAL UNDER NON-PAVED AREAS
SEE NOTE 1
HAND-TAMPED BACKFILL
1" MINUS GRAVEL
HAND-TAMPED BEDDING
3/4" CRUSHED STONE
UNDISTURBED OR COMPACTED SUBGRADE
NOTES
1.NATIVE EXCAVATED MATERIAL THAT MEETS THE SPECIFICATIONS
FOR SUITABLE FILL MAY BE USED AS BACKFILL IN NON-PAVED AREAS.
SUITABILITY SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
2.MINIMUM COVERAGE REQUIREMENTS:
WATER: 5'-0"
SANITARY: 4'-0"
GAS: 2'-6"
ELECTRICAL/COMMUNICATION: 2'-0"
3.ENTIRE PIPE LENGTH SHALL BE FIRMLY SUPPORTED ON BEDDING.
SCALE:
SANITARY MANHOLE02NOT TO SCALE
NOTES
1.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.).
2.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING.
5"
M
I
N
.1' TO 4'RISERSECTIONS3'-0" MIN.5" MIN.4'-0"Ø ±1"
5" MIN.
24"
SEAL ALL JOINTS WITH PRE-FORMED
RUBBER GASKET OR O-RING
FINISH GRADE AS SHOWN ON PLAN
CAST IRON MANHOLE COVER
FRAME TO BE SET IN
FULL BED OF MORTAR
BRICK AS REQUIRED TO ADJUST
TO GRADE (12" MAX.)
ECCENTRIC PRECAST CONICAL SECTION
UNDISTURBED OR COMPACTED SUBGRADE
POLYPROPYLENE MANHOLE STEP WITH
1 2" Ø GRADE 60 STEEL REINFORCEMENT
6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES
PIPE OPENINGS TO BE PRECAST
IN RISER/BASE SECTION
COMPACTED 3/4" CRUSHED STONE6" MIN.SEAL PIPE CONNECTIONS WITH
RUBBER BOOT SEALED JOINT SYSTEM
8"8"2' TO 4'BASE SECTIONPIPE MATERIAL, SIZE & SLOPE
AS SHOWN ON PLAN
PIPE BEDDING AS PER UTILITY TRENCH DETAIL
PRECAST CONCRETE RISER SECTION
BRICK CHIPS & MORTAR OR 4000 PSI CONCRETE
CONSTRUCT INVERT AND SHELF
WITH BRICKS LAID ON END
2.0%
SCALE:
INFILTRATION TRENCH3NOT TO SCALE
12" (MIN.)
6" (MIN.)
24" (MIN.)
18" (MIN.)
SECTION UNDER GRASSSECTION UNDER PAVEMENT
FINISH GRADE - SURFACE
VARIES, SEE PLAN
TRENCH SHALL BE BUILT ON UN-COMPACTED,
SCARIFIED SUBGRADE
3/4" WASHED, CRUSHED STONE
NON-WOVEN GEOTEXTILE FILTER FABRIC
SURROUNDING ENTIRE TRENCH WITH
12" (MIN.) OVERLAP
4" SAND BORROW
6" PERFORATED SDR35 PVC WITH
HOLES ORIENTED DOWN
LOAM TOPSOIL/PLANTING MEDIA, AS PER
LANDSCAPING REQUIREMENTS
SAND OR GRAVEL BORROW
SUBBASE, AS PER PAVEMENT REQUIREMENTS
0.5'
Not to Scale
CS
SD-100
Checked By:
Drawn By:
Revisions
Scale:
Date:Sheet Number
This drawing is not intended nor shall it be used for
construction purposes unless the signed professional seal of a
registered landscape architect, civil engineer or land surveyor
employed by The Berkshire Design Group, Inc. is affixed above.
Do not scale drawing for quantity take-offs or construction. Use
written dimensions only. If dimensions are incomplete, contact
The Berkshire Design Group Inc. for clarification.
Copyright The Berkshire Design Group, Inc.
This drawing and all of its contents are the express property of
The Berkshire Design Group, Inc., and shall not be copied or
used in any way without the written consent of The Berkshire
Design Group, Inc.
c
F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 7/2/202179 King Street
Northampton, MA
Web: http://www.berkshiredesign.com
Email: bdg@berkshiredesign.com
(413) 582-7000
4 Allen Place, Northampton, Massachusetts 01060
FAX (413) 582-7005
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group
Design
Land Surveying
FOR REVIEW ONLY
July 2, 2021
JS
ML/JS
SITE DETAILS
SD-200
CS
Not to Scale
30"
LIGHT POLE
TOP OF FOOTING 2"
ABOVE FINISH GRADE
1"
FORMED TAPER 45°
GRADE SOIL LOCALLY
TO AVOID BASE PLATE
& COVER
STRUCTURAL FILL
95% MAX DRY DENSITY
ANCHOR RODS AS REQUIRED BY
LIGHT POLE MANUFACTURER.
GALVANIZE PER
MANUFACTURER'S
RECOMMENDATIONS
BASE PLATE
EDGE OF PAVING24"
SEE STRUCTURAL SPECS
FOR REBAR, PSI, FOOTING
SIZE ETC FOR LIGHT POSTS
12"
2"12"2 "
HOT MIX ASPHALT TOP COURSE
SAW CUT EDGES STRAIGHT AND CLEAN
HOT MIX ASPHALT BINDER COURSE
COMPACTED CLEAN GRANULAR FILL
COMPACTED SUBGRADE
EXTEND BASE COURSE AND SUBBASE
COURSE 12" BEYOND EDGE OF
PAVING WHERE ROAD IS NOT CURBED NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF
BASE MATERIAL MAY BE INCREASED IN THE FIELD.
1.ALL MATERIALS & CONSTRUCTION SHALL IN ADDITION TO
COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS,
COMPLY WITH REFERENCED PORTIONS OF STANDARD
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, MASSACHUSETTS
DEPARTMENT OF TRASPORTATION (MDOT).
PERPENDICULAR TO DIRECTION OF WALK WITH 3'' TROWELLED EDGES
CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH
POLYETHYLENE FILLER
SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK
NOTE:
3/8'' PREMOLDED
8''
2''
2''
COMPACTED SUBGRADE
UNDISTURBED OR
4000 P.S.I.
GRAVEL BASE,95% MIN. DENSITY
WIRE MESH
WITH 6''x6''x10/10
4'' CONCRETE
COMPACTED
JOINT SEALANT & RETAINER RING
JOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGS
UNLESS OTHERWISE INDICATED ON PLAN; PROVIDE EXPANSION
WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20'
PVC RISER, LENGTH
PVC ELBOW
PVC WYE
THREADED PVC CAP
FL
O
W
FLO
W
AS REQ'D., SIZE 6''AS PER PLAN MAX.12" ROUND CAST IRON
FINISH GRADE
3/4" CRUSHED
STONE BED 4''VALVE BOX
15.5"13"
8"
HEAVY DUTY CAST
IRON GRATE
OPENINGS SHALL BE
PERPENDICULAR TO
DIRECTION OF
TRAVEL OR RATED
AS BICYCLE AND
ADA SAFE
PRECAST
CONCRETE
TRENCH
BODY
END PIECE WITH 7" KNOCKOUT
2"3/4" CRUSHED
STONE
BEDDING
3"6"3"
5" MIN. COVER
TO BUILDING
VALVE BOX
NORTHAMPTON STD.
CURB STOP
NORTHAMPTON STD.
COPPER WATER SERVICE LINE
CORPORATION STOP
WATER MAIN
FINISH GRADE FINISH GRADE
FILL, PER
COMPACTED
NORTHAMPTON STD.
SAND BEDDING
WATER SERVICE
TRENCH SECTION
3"
SIZE AS SHOWN ON SITE PLAN
HDPE SERVICE
COPPER WATER SERVICE LINE
2'-0" (MIN.) BEYOND CURB STOP
BENDS
PIPE SIZE BEND ANGLE B C PIPE SIZE BEND ANGLE B C
4"11.25°18"12"8"11.25°24"18"
4"22.5°18"12"8"22.5°24"18"
4"45°18"12"8"45°30"18"
4"90°24"18"8"90°36"36"
6"11.25°24"18"12"11.25°24"18"
6"22.5°36"24"12"22.5°36"24"
6"45°24"18"12"45°48"36"
6"90°36"18"12"90°60"48"
TEES & DEAD ENDS
PIPE SIZE E F
4"18"18"
6"24"24"
8"36"24"
10"42"36"
12"48"42"
SCALE:
GRANITE CURB10NOT TO SCALE
SEE PLAN FOR MATERIAL
SAWCUT NEAT LINE 12" FROM FACE OF NEW CURB, REMOVE
BIT. CONC. AND GRAVEL BASE, REPLACE WITH CEMENT
CONCRETE TO TOP OF BINDER COURSE
GRANITE CURB, TYPE "V" or VB, AS SPECIFIED
SEE PLAN FOR MATERIAL
CLASS A CEMENT
CONCRETE
COMPACTED GRAVEL
BASE AND BACKFILL,
95% MIN. DENSITY
UNDISTURBED OR
COMPACTED SUBGRADE 6"6"AS
SPECIFIED12"6"MINFULL DEPTH B.C. PAVEMENT PATCH
NOTE:
1.JOINTS SHALL BE 3
8" TO 5
8" GAP BETWEEN
CURB SECTIONS.
2.ALL JOINTS SHALL BE FILLED WITH MORTAR.
6" X 6" WWF MESH -
CONTRACTOR TO ENSURE
MIN. 4" COVER OF WIRE
MESH WITH CONCRETE
CAST IN PLACE CONCRETE
EXPANSION JOINT
1/2" URETHANE SEALANT TOOLED 1/4"
ROUND RADIUS EDGES
1/2" FIBRE FILL EXPANSION JOINT
6" X 6" WWF MESH - CONTRACTOR TO
ENSURE MIN. 2" COVER OF WIRE MESH
WITH CONCRETE
CIP CONCRETE THICKENED AS SHOWN
WITHIN 3' OF ALL EXPANSION JOINTS AND
SLAB EDGES
NOTE: EXPANSION/ ISOLATION JOINTS TO BE
PLACED EVERY 40'-0"MINIMUM AND
BETWEEN ADJACENT PAVING AREAS AND
STRUCTURES
TYPICAL EXPANSION JOINT
IN THICKENED SLAB
TYPICAL CONTROL JOINT
IN CONCRETE SLAB
COMPACTED SAND AND
GRAVEL
3/16" CONTROL JOINT,
TOOLED TO 1/4 OF SLAB THICKNESS
IN DEPTH WITHIN 1/4" ROUND
RADIUS EDGES
NOTE: CONTROL JOINTS TO
BE PLACED AT 5' O. C.
MINIMUM6" TYPICAL WALK/9" THICKNED SLAB4"XX X X XX
X X X
FLOW
NOTE 1. EROSION CONTROL
BARRIER SHALL BE INSTALLED
PRIOR TO ANY OTHER
CONSTRUCTION ACTIVITIES.
2. EROSION CONTROL BARRIER
INSTALLATION SHALL BE INSPECTED
BY THE LANDSCAPE ARCHITECT OR
ENGINEER BEFORE ANY SITE WORK
MAY BEGIN.
1" X 1" X 3' STAKES,
2 PER BALE
STRAW BALES, BUTT TIGHTLY
TOGETHER IN CONTINUOUS
LINE IN LOCATIONS SHOWN
STRAW BALES TO BE TOED
4" MIN INTO GROUND
UNDISTURBED SOIL
END OF FABRIC
TURNED UNDER STRAW BALE
FILTER FABRIC STAPLED
TO POSTS, PULLED
TAUT BETWEEN STAKES
1" X 1" X 4' HARDWOOD STAKE
OR LARGER
ROAD
STABILIZED CONSTRUCTION ACCESS NOTES:
1. DIMENSIONS:WIDTH: 15' FLARED TO 25' AT ROADWAY
LENGTH: 50' MIN.
GRADE AND CROSS SLOPE: 2%
2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.
3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE.
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROM LEAVING THE SITE.
SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLIC ROAD IT SHALL BE REMOVED IMMEDIATELY.
50' MIN
8" MINEXISTING GROUND
GEOTEXTILE SEPARATION FABRIC
FOR FULL WIDTH AND LENGTH
4-6" WASHED COURSE AGGREGATE
SCALE:
CLEANOUT01NOT TO SCALE SCALE:
TRENCH DRAIN02NOT TO SCALE
SCALE:
TYPICAL WATER SERVICE03NOT TO SCALE
SCALE:
CONCRETE PAVING04NOT TO SCALE SCALE:
VEHICLE ASPHALT PAVING05NOT TO SCALE
SCALE:
PEDESTRIAN/BIKE PAVING06NOT TO SCALE SCALE:
THRUST BLOCK07NOT TO SCALE
SCALE:
EROSION CONTROL BARRIER11NOT TO SCALE SCALE:
TYPICAL LIGHT POLE FOOTING IN PLANTING12NOT TO SCALE
SCALE:
TYPICAL CONCRETE PAVING JOINTS08NOT TO SCALE
SCALE:
TEMPORARY TRACKING PAD09NOT TO SCALE
Not to Scale
CS
1-1/4"8"1-1/4 "
HOT MIX ASPHALT TOP COURSE
SAW CUT EDGES STRAIGHT AND CLEAN
HOT MIX ASPHALT BINDER COURSE
COMPACTED CLEAN GRANULAR FILL
COMPACTED SUBGRADE
NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED,
DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE
FIELD.
1.ALL MATERIALS & CONSTRUCTION SHALL IN ADDITION
TO COMPLYING WITH ALL PERTINENT CODES AND
REGULATIONS, COMPLY WITH REFERENCED PORTIONS
OF STANDARD SPECIFICATIONS FOR HIGHWAYS
AND BRIDGES, MASSACHUSETTS DEPARTMENT OF
TRASPORTATION (MDOT).
SCALE:
SITE BENCH13NOT TO SCALE
Checked By:
Drawn By:
Revisions
Scale:
Date:Sheet Number
This drawing is not intended nor shall it be used for
construction purposes unless the signed professional seal of a
registered landscape architect, civil engineer or land surveyor
employed by The Berkshire Design Group, Inc. is affixed above.
Do not scale drawing for quantity take-offs or construction. Use
written dimensions only. If dimensions are incomplete, contact
The Berkshire Design Group Inc. for clarification.
Copyright The Berkshire Design Group, Inc.
This drawing and all of its contents are the express property of
The Berkshire Design Group, Inc., and shall not be copied or
used in any way without the written consent of The Berkshire
Design Group, Inc.
c
F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 7/2/202179 King Street
Northampton, MA
Web: http://www.berkshiredesign.com
Email: bdg@berkshiredesign.com
(413) 582-7000
4 Allen Place, Northampton, Massachusetts 01060
FAX (413) 582-7005
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group
Design
Land Surveying
FOR REVIEW ONLY
July 2, 2021
JS
ML/JS
SD-300Not to Scale
GRID SPACING
LAYOUT PLANEQEQ
24"6"SECTIONEQ.EQ.
3/4
SHRUB
SPACING
TRIANGULAR
SPACING
LAYOUT PLAN
CL
EQ.
3/4
SHRUB SPACING
PLANTING SOIL
SCARIFY SUBGRADE
SHRUB PLANTING
PULL MULCH 6"
FROM STEM
FOOT-COMPACTED
TOPSOIL PEDESTALEQEQ.
CL
1/2 SPACING
UNLESS OTHERWISE
NOTED ON
PLANTING
SCHEDULEEQ.1/2 SPACING
UNLESS OTHERWISE
NOTED ON
PLANTING SCHEDULE
1
1
1'
TOP EDGE OF ROOTBALL
PROTECT BRANCHES
FROM DAMAGE
PLANT TRUNK PLUMB
BY OWNER
REMOVE TREE TAG AT
SUBSTANTIAL COMPLETION
BY OTHERS
1:1
1 MAX
1
FALL 5% MIN.
FALL 5% MIN.
SECTION
SUBGRADE PLAN
SUBDRAINAGE
WHEN SHOWN ON
PLAN
RADIUS OF
ROOTBALL
1'4" MIN6 3/4"2" MULCH AROUND TREE
- HOLD MULCH AWAY
FROM TREE FLARE
TEMPORARY SOIL SAUCER FOR
WATERING - REMOVE PRIOR
TO SURFACE FINISHING
ROOT FLARE EVEN WITH
FINISH GRADE +1"-0"
SCARIFY SUBGRADE
REMOVE WIRE BASKET
& BURLAP FROM TOP
HALF OF ROOTBALL (BY OTHERS)
COMPACTED SUBGRADE
PEDESTAL
SUBDRAINAGE WHEN
SHOWN ON PLAN
1'
WOODEN TREE STAKES
(BY OWNER)6"12"SCARIFY SUBGRADE
LAWN
PLANTING SOIL
SCALE:
BICYCLE SHELTER01NOT TO SCALE
SCALE:
BICYCLE REPAIR STATION02NOT TO SCALE
SCALE:
SHRUB AND GROUNDCOVER PLANTING03NOT TO SCALE
SCALE:
TREE PLANTING 04 NOT TO SCALE
SCALE:
LAWN PLANTING05NOT TO SCALE
CS
PLANTING SOIL
SITE DETAILS
Checked By:
Drawn By:
Revisions
Scale:
Date:Sheet Number
This drawing is not intended nor shall it be used for
construction purposes unless the signed professional seal of a
registered landscape architect, civil engineer or land surveyor
employed by The Berkshire Design Group, Inc. is affixed above.
Do not scale drawing for quantity take-offs or construction. Use
written dimensions only. If dimensions are incomplete, contact
The Berkshire Design Group Inc. for clarification.
Copyright The Berkshire Design Group, Inc.
This drawing and all of its contents are the express property of
The Berkshire Design Group, Inc., and shall not be copied or
used in any way without the written consent of The Berkshire
Design Group, Inc.
c
F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 7/2/202179 King Street
Northampton, MA
Web: http://www.berkshiredesign.com
Email: bdg@berkshiredesign.com
(413) 582-7000
4 Allen Place, Northampton, Massachusetts 01060
FAX (413) 582-7005
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group
Design
Land Surveying
FOR REVIEW ONLY
July 2, 2021
JS
ML/JS
SD-400Not to Scale
CS
SITE DETAILS
SCALE:
CONCRETE RETAINING WALL 01 NOT TO SCALE
4
12
A
2'-0"
T
BW
W
COMPACTED EX. SUBGRADE
OR STRUCTURAL FILL
1
1 1
1
NOTES:
1. USE CLASS 'A' CONCRETE
2. EXPANSION JOINTS TO BE 90' MAX. ON
CENTER; CONSTRUCTION JOINTS TO BE 30' MAX
ON CENTER.
3. REMOVE UNSUITABLE MATERIAL BENEATH
WALL AT 1:1 SLOPE AWAY FROM WALL AND
REPLACE WITH STRUCTURAL FILL
4. DETAIL BASED ON MASS DOT STANDARD
DRAWING 302.1.0
HEIGHTS WIDTH
A T W
3'-0"5'-0"2'-8"
3'-6"5'-6"2'-10"
4'-0"6'-0"3'-0"
4'-6"6'-6"3'-2"
5'-0"7'-0"3'-4"
5'-6"7'-6"3'-6"
42" HIGH, 1.5" DIA.
STEEL TUBE POST
1.5" DIA. STEEL TUBE
TOP RAIL
1.5" DIA. STEEL TUBE
BOTTOM RAIL
PAVED WALK, SEE PLAN
#4 @ 12" E.W.
4" PVC WEEP HOLE 40'
O.C. TYP.
1" CONTINUOUS
CHAMFER BOTH SIDES
OF WALL
STEEL FACE MOUNTED
POST BRACKET, SEE
ELEVATION FOR DETAIL
FINISH GRADE, VARIES,
SEE GRADING PLAN12"10"3"1.5" DIA. STEEL TUBE
TOP RAIL
3
4" DIA. STEEL TUBE
PICKETS
1.5" DIA. STEEL TUBE
POST
1.5" DIA. STEEL TUBE
BOTTOM RAIL
STEEL FACE MOUNTED
POST ANCHOR, SEE
ENLARGEMENT
FINSIH GRADE, VARIES,
SEE PLAN 3'-6"TOP OF WALL
ELEVATION VARIES,
SEE GRADING PLAN
4"3"SCALE:
RETAINING WALL RAILING ELEVATION02NOT TO SCALE
UNCOMPACTED SUBGRADE, CONTRACTOR
SHALL TAKE EXTRA CARE TO AVOID
COMPACTING.
PRECAST UNIT PERMEABLE PAVER, FILL
JOINTS WITH #8 OPEN-GRADED STONE UP
TO 1/2" FROM TOP
CHOKER COURSE, 3/4" CRUSHED STONE
FILTER COURSE, BANK RUN
GRAVEL
FILTER BLANKET, 3/8" PEA
GRAVEL
RESERVOIR COURSE,
3/4" CRUSHED STONE±3.5"4"12"4"3"GW ELEV.
SCALE:
PERMEABLE PAVING03NOT TO SCALE24"MIN.