Olander Extension_Bid Plans_03.11.20_finalLandscape ArchitectureLand SurveyingPlanningCivil EngineeringPrepared by:Sheet IndexDatePrepared for:OLANDER DRIVE EXTENSIONCity of NorthamptonOffice of Planning and Sustainability210 Main StreetNorthampton, MA 01060TCB Revitalization Services, LLC.c/o The Community Builders31 Trumbull RoadNorthampton, MA 01060OwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469Location PlanScale 1"=250'Village HillNORTHAMPTON, MASSACHUSETTSLocation PlanScale 1"=1200'MEMORIAL PARK4 Allen Place NorthamptonMassachusetts 01060www.berkshiredesign.comBerkshireGroupDesignMARCH 11, 2020 BID DOCUMENTSLOT 13AOLANDER DR. EXT.MULTI-USEPATHCONNECTIONC-1OVERALL PLANC-2ROAD SITE PLANC-3 GRADING AND UTILITY PLANSC-4MEMORIAL PARK SITE PLANC-5MULTI-USE PATH CONNECTIONC-6.1-6.2 DETAILSWF-1.0WATER FEATURE PLAN LAYOUTWF-2.0WATER FEATURE MECHANICAL DETAILSWF-3.0WATER FEATURE PUMP SYSTEM DETAILSOlander Drive at Ford CrossingNorthampton, Massachusetts
GGGGGG//////Lot 13-A
41.0 Acres
1784204.8 Sq. Feet ±
Ford
C
r
o
s
si
n
g
Olander
Dr
ive231231232232232
231
231231232233234229228216217218219221222223224226227228229231232233
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8 22422122222321621221321421120920820720620120220320419919919719819623
0
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0 2302252202152102052002302302302352302
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235230 2202152252202302252202
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227MEMORIAL PARK
OLANDER DRIVE EXTENSION
MULTI-USE PATH CONNECTION
PROPOSED NORTH COMMONS
(NOT IN CONTRACT)
MEADOW RUN
(NOT IN CONTRACT)
COHOUSING
(NOT IN CONTRACT)
PECOY HOUSING
(NOT IN CONTRACT)
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.
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
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.
Land Surveying
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
OLANDER DRIVE
EXTENSION
VILLAGE HILL
NORTHAMPTON, MASSACHUSETTS
C-1
MARCH 11, 2020
1" = 50'
LC
CC/JS
OVERALL PLAN
0 1005025 150
BID DOCUMENTS
GGGGGGGGGGGGGGG231232233234236237232231229228221218
217
219216
221223222216219217218214228
227
229226222223224 230
230230
235220
215
230225
220215220
225
230222223224225226227
EX. TREES TO REMAIN. PROVIDE TREE
PROTECTION FENCE SEE DETAIL 5/C-6.2
CONFIRM EXTENT OF TREE PROTECTION IN THE
FIELD WITH TREE WARDEN. PROVIDE AIR
SPADING WITHIN CONSTRUCTION ZONE (ALT #2)./STRAW WATTLE AND SILT FENCE AT DOWN-SLOPE
LIMIT OF GRADING WORK (TYP.)
SEE DETAIL 2/C-6.2
STRAW WATTLE AT DOWN-SLOPE
LIMIT OF WORK (TYP.)
SEE DETAIL 3/C-6.2
STABILIZED CONSTRUCTION ENTRANCE
SEE DETAIL 1/C-6.2 RESTORE ALL DISTURBED AREAS WITH LOAM AND SEED
(WEST SIDE OF ROAD CONSTRUCTION)
RESTORE DISTURBED AREAS WITH LOAM AND NEW ENGLAND
CONSERVATION/WILDLIFE MIX. SEE PLANTING NOTES.
(EAST SIDE OF ROAD CONSTRUCTION).
BEGIN SIDEWALK AND
GRANITE CURB INSTALLATION
MATCH EXISTING SIDEWALK AND
CURB ELEVATIONS.
LIMIT OF SIDEWALK CONSTRUCTION
END CURB AND SIDEWALK
CONSTRUCTION
END WALL CONSTRUCTION.
CONSTRUCT CORNER TO ALLOW FOR
FUTURE EXTENSION OF THE WALL.
CURB OPENING
SEE DETAIL 4/C-6.1
BEGIN ROAD CONSTRUCTION UP TO
AND INCLUDING BINDER.
END ROADWAY
CONSTRUCTION
PROPOSED GRANITE CURB- SEE DETAIL 3/C-6.1
PROPOSED 5' CONCRETE
SIDEWALK - SEE DETAIL 2/C-6.1
PROPOSED ROAD (BINDER COURSE ONLY) - SEE DETAIL 1/C-6.1
PROPOSED WALL AND GUARD RAIL
SEE DETAILS 5,6/C-6.1
END GUARD RAIL
CONSTRUCTION
PROPOSED WALL
(NOT PART
OF BASE BID)
PROPOSED CURB (NOT PART OF BASE BID)
PROPOSED FUTURE SIDEWALK (N.I.C.)
STREET TREE PLANTING (TYP) - SEE DETAIL 4/C-6.2
BEGIN WALL CONSTRUCTION
BEGIN GUARD RAIL
CONSTRUCTION
RELOCATE ROCK PILE
4 LS
2 UA
1 PT
3 QP
2 QP
1 SJ
1 SJ2 NS
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.
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
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.
Land Surveying
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
OLANDER DRIVE
EXTENSION
VILLAGE HILL
NORTHAMPTON, MASSACHUSETTS
C-2
MARCH 11, 2020
1" = 20'
LC
CC/JS
ROAD SITE PLAN
0 402010 60
1. DO NOT SCALE DRAWINGS FOR QUANTITY TAKE-OFFS OR CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY.
IF DIMENSIONS ARE INCOMPLETE, CONTACT THE BERKSHIRE DESIGN GROUP, INC. FOR CLARIFICATION.
2. ALL LINES OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINES FROM WHICH THEY ARE MEASURED
UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL VERIFY ALL LAYOUT, DIMENSIONS, GRADES, AND INVERTS PRIOR TO
CONSTRUCTION; REPORT ANY AND ALL DISCREPANCIES TO THE LANDSCAPE ARCHITECT. ALL DISCREPANCIES
SHALL BE RESOLVED IN WRITING PRIOR TO BEGINNING WORK.
4. ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO BE RAKED, SMOOTHED, FERTILIZED AND SEEDED
WITH PERENNIAL TURFGRASSES UNLESS OTHERWISE NOTED.
5. ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS AND SURFACES WITH SMOOTH, CONTINUOUS
LINE AND GRADE.
6. THE CONTRACTOR SHALL NOT INSTALL CONCRETE DURING ADVERSE WEATHER CONDITIONS (RAIN, SLEET,
ETC.) UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT.
DEMOLITION NOTES
1. ALL MATERIALS, UTILITY, AND CONSTRUCTION METHODS TO FOLLOW NORTHAMPTON
DPW SUBDIVISION REQUIREMENTS.
2. THIS PLAN IS PREPARED AS AN ENGINEERING DESIGN AND IS NOT INTENDED TO BE USED
FOR THE DETERMINATION OF PROPERTY LINES.
GENERAL NOTES
BID DOCUMENTS
EROSION CONTROL NOTES
1.THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS NECESSARY TO
PREVENT EROSION WITHIN THE SITE AND MIGRATION OF SEDIMENT OUT OF THE SITE,
OR AS DIRECTED BY THE ENGINEER. ALL DEVICES SHALL COMPLY WITH THE
MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES, CURRENT VERSION.
2.THE PROPOSED PROJECT IS SUBJECT TO THE CONDITIONS OF A NORTHAMPTON
STORMWATER PERMIT. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF
THE STORMWATER PERMIT.
3.NATURAL VEGETATION SHALL BE RETAINED WHEREVER FEASIBLE UP TO THE
SCHEDULED START OF CONSTRUCTION ACTIVITY IN THE AREA. WHERE POSSIBLE,
CLEARING SHALL IMMEDIATELY PRECEDE CONSTRUCTION ACTIVITY.
4.ALL VEHICLES ENTERING AND EXITING THE SITE SHALL BE REQUIRED TO CROSS A
STABILIZED CONSTRUCTION ENTRANCE TO PREVENT TRACKING OF SEDIMENT ONTO
CAMPUS OR PUBLIC ROADWAYS. IF SEDIMENT IS FOUND ON ROADWAYS, THE
SEDIMENT SHALL BE REMOVED IMMEDIATELY.
5.THE CONTRACTOR SHALL INSTALL SILT FENCE AND STRAW WATTLE ALONG ALL
DOWN-SLOPE SITE LIMITS TO PREVENT THE MIGRATION OF SEDIMENT OFF-SITE.
6.ALL SEDIMENT STOCKPILES SHALL BE SURROUNDED BY A CONTINUOUS SILT FENCE. IF
THE STOCKPILE WILL REMAIN UNUSED FOR MORE THAN 14 DAYS, THE STOCKPILE
SHALL BE STABILIZED BY SEEDING.
7.ALL DEWATERING DISCHARGES SHALL BE DIRECTED TO A DEWATERING SEDIMENT
TRAP.
8.ALL DISTURBED SLOPES GREATER THAN 3H:1V SHALL BE PROTECTED FROM EROSION BY
THE INSTALLATION OF BIO-DEGRADABLE OR PHOTO-DEGRADABLE EROSION CONTROL
BLANKETS. EROSION CONTROL BLANKETS SHALL BE USED IN OTHER LOCATIONS AS
DIRECTED BY THE ENGINEER, IF OTHER MEANS OF EROSION CONTROL ARE FOUND TO
BE INADEQUATE.
9.THE CONTRACTOR SHALL INSPECT ALL INSTALLED EROSION CONTROL DEVICES A
MINIMUM OF ONCE PER WEEK AND AFTER EACH STORM. IF ANY DEVICE IS FOUND TO
BE DAMAGED, THE CONTRACTOR SHALL REPAIR IT IMMEDIATELY. IF SEDIMENT IS
FOUND TO FILL MORE THAN HALF THE HEIGHT OF THE DEVICE, THE SEDIMENT SHALL
BE REMOVED OR THE DEVICE REPLACED.
10.THE CONTRACTOR SHALL MAINTAIN A STOCKPILE OF EXTRA EROSION CONTROL
MATERIALS ON SITE AT ALL TIMES.
11.THE CONTRACTOR SHALL IMPLEMENT SPILL-PREVENTION PROCEDURES AND MAINTAIN
A SPILL PREVENTION AND CLEANUP PLAN FOR THE SITE. ALL MATERIALS THAT ARE
CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE POLLUTING
STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE.
12.ALL MATERIALS THAT ARE CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE
POLLUTING STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE.
13.ALL SEDIMENT REMOVED FROM THE SITE SHALL BE HANDLED IN ACCORDANCE WITH
STATE AND LOCAL REGULATIONS.
14.ALL TEMPORARY EROSION CONTROLS SHALL BE REMOVED FROM THE SITE PRIOR TO
THE COMPLETION OF THE WORK, EXCEPT WHERE DEGRADABLE MATERIALS ARE TO
REMAIN IN-PLACE PERMANENTLY.
UTILITY NOTES
1.ALL SANITARY LINE INVERTS ARE SHOWN FROM CENTERLINE TO CENTERLINE OF SEWER MANHOLE.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MINIMUM 0.1' DROP FROM INLET INVERT TO OUTLET INVERT (2.0%
CHANNEL) UNLESS OTHERWISE NOTED.
2.WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 5' OF COVER. DEPTH OF COVER MAY BE VARIED TO
ACCOMMODATE CROSSING OF SANITARY SEWERS AND STORM DRAINS. IN ALL CASES, THE MAXIMUM COVER SHALL
BE 7.5'.
3. WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 2' HORIZONTAL SEPARATION FROM THE OUTSIDE
WALL OF ANY CATCH BASIN STRUCTURE.
4.WATER MAINS SHALL HAVE THRUST BLOCKS CONSTRUCTED AT ALL ANGLES, BENDS, BRANCHES, PLUGS AND
WHEREVER ELSE IS NECESSARY TO PREVENT DISRUPTION OF PROPER FUNCTIONING OF THE LINE.
5.CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS FOR THE ALL UTILITY SYSTEM INCLUDING, AT A MINIMUM,
SWING TIES TO FIXED OBJECTS FOR ALL SANITARY AND DRAINAGE MANHOLES, DRAINAGE STRUCTURES, CLEANOUTS,
WATER MAIN FITTINGS, GATE VALVES, AND ELECTRICAL/COMMUNICATIONS STRUCTURES/MANHOLES/PULL BOXES.
AS BUILT DRAWINGS SHALL BE PROVIDED AS CLEAN READABLE MARK-UPS OF THE DESIGN PLANS.
6.ALL STUBS TO BE CAPPED AND MARKED WITH A 4X4 POST.
GRADING
1. ALL SIDEWALKS/WALKWAYS SHALL CONFORM TO THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD'S (AAB)
REQUIREMENTS. TYPICAL SIDEWALK/WALKWAY CROSS-SLOPE IS 1.0% MINIMUM, 2.0% MAXIMUM.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONSTRUCTION STANDARDS AND
SPECIFICATIONS OF THE CITY OF NORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION.
3. ALL NEW OR ADJUSTED MANHOLES, GAS GATES, WATER GATES AND WATER SERVICES TO BE FLUSH WITH FINISHED
GRADE. ALL NEW OR ADJUSTED CATCH BASIN RIMS SHALL BE SET 1/2" BELOW FINISHED GRADE.
1. ALL NURSERY STOCK SHALL COMPLY WITH THE LATEST STANDARDS OF THE AMERICAN
NURSERY & LANDSCAPE ASSOCIATION WITH REGARD TO GRADING AND QUALITY.
2. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THAT PLANTS
LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY THE LANDSCAPE ARCHITECT.
3. ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL
PRACTICES AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE
PROJECT LOCALITY FOR AT LEAST TWO YEARS.
4. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE MOVED WITH THE ROOT SYSTEM AS
SOLID UNITS; ROOT BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP. CONTAINER GROWN
PLANTS SHALL NOT BE REMOVED FROM CONTAINER PRIOR TO THE TIME OF INSTALLATION;
ROOT SYSTEM SHALL BE FIRMLY SET IN CONTAINER.
5. PLANTING SOIL MIX SHALL CONSIST OF SEVEN (7) PARTS LOAM AND ONE (1) PART PEAT
MOSS BY VOLUME, WITH A PH VALUE OF 5.0 TO 6.0.
6. ALL TREES AND SHRUBS TO RECEIVE TWO (2) MYCORRHIZAE/Terra Sorb FERTILIZER
PACKETS SUCH Roots Tree Saver AND AS SHOWN IN DETAILS.
7. PLANTING BEDS TO RECEIVE 2" DEPTH OF BARK MULCH.
8. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL GROWING SEASON (ONE
YEAR) AFTER INSTALLATION.
9. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR UNEXPECTEDLY DEFOLIATES
PRIOR TO ACCEPTANCE OF WORK SHALL BE PROMPTLY REMOVED FROM THE SITE AND
REPLACED WITH MATERIAL OF THE SAME SPECIES, QUALITY, SIZE AND MEETING ALL
PLANTING SPECIFICATIONS.
10. PLANTING LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
New England Conservation/Wildlife Mix
APPLICATION RATE: 25lbs/acre | 1750 sq ft/lb
SPECIES: Virginia Wild Rye (Elymus virginicus), Little Bluestem (Schizachyrium scoparium), Big
Bluestem (Andropogon gerardii), Red Fescue (Festuca rubra), Switch Grass (Panicum
virgatum), Partridge Pea (Chamaecrista fasciculata), Panicled leaf Tick Trefoil (Desmodium
paniculatum), Indian Grass (Sorghastrum nutans), Blue Vervain (Verbena hastata), Butterfly
Milkweed (Asclepias tuberosa), Black Eyed Susan (Rudbeckia hirta), Common Sneezeweed
(Helenium autunale), Heath Aster (Asterpilosus/Symphyotrichum pilosum), Early Goldenrod
(Solidago juncea), Upland Bentgrass (Agrostis perennans).
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION TO
DETERMINE THE EXTENT OF DEMOLITION NECESSARY TO PREPARE THE SITE FOR
CONSTRUCTION AND SHALL VERIFY ALL ITEMS TO BE DEMOLISHED OR SALVAGED WITH THE
LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
2. CARE SHALL BE TAKEN NOT TO DAMAGE ANY ITEMS DESIGNATED TO REMAIN; REPAIR OR
REPLACEMENT OF DAMAGED ITEMS DESIGNATED TO REMAIN SHALL BE AT THE
CONTRACTORS' EXPENSE.
3. DISPOSAL OF PROPERTY DESIGNATED TO BE REMOVED SHALL BE AT THE DIRECTION OF
THE LANDSCAPE ARCHITECT OR OWNER, AND SHALL CONFORM TO ALL APPLICABLE LAWS
AND REGULATIONS. ALL SALVAGABLE MATERIAL SHALL BE DELIVERED BY THE CONTRACTOR
TO STORAGE AREAS DESIGNATED BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL
REMOVE ALL EXISTING UNSUITABLE MATERIALS FROM THE SITE.
4. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN AS DESIGNATED ON THE
PLANS AND IN ACCORDANCE WITH THE NORTHAMPTON TREE PROTECTION GUIDELINES.
5. ALL TOPSOIL SHALL BE STRIPPED FROM GRASS AREAS TO BE REMOVED AND STOCKPILED
IN A DESIGNATED AREA. THE CONTRACTOR IS RESPONSIBLE FOR ALL TOPSOIL TESTING AND
AMENDMENTS AS NEEDED TO MEET THE SPECIFICATIONS.
6. THE CONTRACTOR MAY USE TEMPORARY FENCING TO CONTROL THE SITE DURING
CONSTRUCTION. PRIOR TO THE FINALIZATION OF THE PROJECT, THE CONTRACTOR SHALL
REMOVE ALL TEMPORARY FENCING AND BARRICADES.
7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY BASED ON AVAILABLE DATA AND ALL UTILITIES MAY NOT BE
SHOWN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG SAFE AT
1-800-322-4844 TO REQUEST UTILITIES TO BE MARKED ON THE GROUND. EXISTING
UTILITIES WITHIN OLANDER DRIVE ARE PRIVATE AND MAY NOT BE LOCATED BY DIG SAFE OR
NORTHAMPTON DPW. ENGINEER WILL PROVIDE CONTRACTOR WITH AS-BUILT DRAWINGS
OF THE INSTALLED UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES.
8. ALL BOUNDARY MONUMENTS SHALL BE PROTECTED AND/OR PRESERVED DURING
DEMOLITION AND CONSTRUCTION. SHOULD ANY BOUNDARY MONUMENT BE DESTROYED
AND/OR ALTERED AS A RESULT OF DEMOLITION AND CONSTRUCTION, IT SHALL BE THE
RESPONSIBILITY OF THE PARTY CAUSING THE DAMAGE TO OBTAIN THE SERVICES OF A
PROFESSIONAL LAND SURVEYOR TO REPLACE AND RESET SAID MONUMENT.
9. PRIOR TO THE START OF ANY DEMOLITION WORK, THE CONTRACTOR SHALL ARRANGE
AN INSPECTION OF ALL TREE PROTECTION MEASURES WITH THE CITY TREE WARDEN.
LAYOUT NOTES
PLANTING NOTES
Plant List
NS
Key Qty
2
Botanical Name
Nyssa sylvatica
Common Name
Black Gum
Size
2.5"-3" cal.
PT
QP
1
5
Pinus thunbergiana
Quercus palustris
Japanese Black Pine
Pin Oak
#10 pot
2.5"-3" cal.
SJ
UA
2
2
Styphnolobium japonicum
Ulmus americana 'Valley Forge'
Scholar Tree
Valley Forge Elm
2.5"-3" cal.
2.5"-3" cal.
LS 4 Liquidambar styraciflua American Sweetgum 2.5"-3" cal.
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.
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
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.
Land Surveying
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
OLANDER DRIVE
EXTENSION
VILLAGE HILL
NORTHAMPTON, MASSACHUSETTS
C-3
MARCH 11, 2020
1" = 20'
LC
CC/JS
GRADING AND UTILITY
PLAN
BID DOCUMENTS
0 402010 60
UTILITIES PLAN
GRADING PLAND TEC222.8'231232233234236237232231229228221218
217
219216 228
227
229226222223224 230
230230
235220
215
230225220
225
230222223224225226227 TECTC 229.42
BC 228.92
TC 229.27
BC 228.77
TC 229.39
BC 228.89
+HP
TOW 229.5
BOW 224.0
TOW 229.5
BOW 229.0
TOW 229.5
BOW 224.0
TOW 229.5
BOW 222.0
BC 229.11
TC 229.61
228227226225224223222TC 229.42
BC 228.92
229.25229.00229.40
229.55
EX. TREES TO REMAIN. PROVIDE TREE
PROTECTION FENCE SEE DETAIL 5/C-6.2
CONFIRM EXTENT OF TREE PROTECTION IN THE
FIELD WITH TREE WARDEN. PROVIDE AIR
SPADING WITHIN CONSTRUCTION ZONE (ALT #2)./GRADE BACK TO EXISTING GRADE
END OF BINDER PAVEMENT AND GRANITE CURB
INSTALL EROSION CONTROL BLANKET
(3,500 SF±)
RELOCATE THE ROCK PILE - SEE SHEET C-2
GRADING AND BOTTOM OF CURB ELEVATIONS SHOWN REPRESENT FINAL
PAVEMENT ELEVATIONS INCLUDING SURFACE COURSE. CONTRACTOR SHALL BE
RESPONSIBLE FOR GRADING TO TOP OF BINDER COURSE ELEVATION.GGGGGGGGGGGGGGGG
2"
SMH
Rim: 2
3
0.
4
5'
220.1'220.1'222.8'231232233234236237232231229228221218
217
219216
223228
227
229226222223224 230
230230
235220
215
230225220
225
230222223224225226227
E
E
E
E
T
T
T
TEE
TT6" D.I.15" H
D
P
E
@
1
%12" HDPE @ 1%8" PVC @ 1%BEGIN INSTALLATION OF 4" PVC SLEEVE
FOR FUTURE GAS INSTALLATION
12" HDPE @
2.0% (MIN.)
NYLOPLAST MANHOLE
RIM 230.00
INV N 224.65
INV W 224.65
INV OUT 223.65
PROVIDE CAPS FOR W AND N SPURS
FOR FUTURE CONSTRUCTION
CATCH BASIN CB#5
RIM 228.65
INV 225.65
CATCH BASIN CB#6
RIM 228.65
INV 225.65
STUBBED GAS CONDUIT FOR FUTURE USE
(EXTEND 10' BEYOND SIDEWALK)
INSTALL CLEANOUT TO MARK END OF CONDUIT
SEE DETAIL 10/C-6.1
STUB OUT SANITARY SEWER
8" PVC @ 1.0%
(EXTEND 10' BEYOND SIDEWALK)
CAP AND MARK LOCATION WITH
A 4X4 POST.
EXTEND WATER MAIN TO BACK OF SIDEWALK
FOR FUTURE CONNECTION. CAP AND MARK
LOCATION WITH A 4X4 POST.
EXTEND DRAINAGE TO BACK OF CURB
FOR FUTURE CONNECTION. CAP AND
MARK LOCATION WITH A 4X4 POST.
INSTALL 8" CUT-IN TEE AND 40 ' 8" DI WATER SERVICE
STUB. CAP AND MARK END WITH 4X4 POST.8" DI8" GATE VALVE
45 ° BEND
8X6 DI REDUCER
8X8X8 TEE
8" DI (EX.) 225.0±
12" DRAIN 223.25
22.5° BEND
8.5'
WATER AND SEWER (EXISTING)
12" HDPE SPUR TO MEADOW RUN
(EXISTING)
DRAIN MANHOLE DMH#8
(EXISTING)
RIM 229.97
INV(W) 223.00
INV(NW) 220.90
INV (S) 222.92(EXISTING)
INV (OUT) 220.77 (EXISTING)
DRAIN MANHOLE DMH #7
(EXISTING)
RIM 228.9
INV(W) 225.00
INV(SW) 225.00
INV (S) 225.00
INV(OUT) 224.90
SANITARY SEWER MANHOLE
(EXISTING)
RIM 229.9
INV 223.25
EXISTI
N
G
P
A
T
H
EXISTING BEECH TREE TO BE PROTECTED
CLAD THE TRUNK OF THE TREE WITH
2X4 LUMBER (8'LONG MIN.) SECURED
WITH WIRE. BURLAP SHALL BE PLACED
BETWEEN CLADDING AND TRUNK
TO PREVENT DAMAGE.WWWWWE ET91 OLANDER DR.
OLANDER DR.
DEPTH OF FOUNTAIN WALL
TO BE VERIFIED IN FIELD.
PROPOSED GRADES AROUND FOUNTAIN
MAY CHANGE BASED ON FIELD CONDITIONS.
VERIFY WITH LANDSCAPE ARCHITECT.
PROPOSED 4' WIDE
ASPHALT PATH.
SEE DETAIL 7/C-6.1
CONNECTION TO EXISTING PATH
MATCH EXISTING GRADE
INSTALL TREE PROTECTION
FENCING. SEE DETAIL 4/C6.2.
CONFIRM EXTENT OF TREE
PROTECTION IN THE FIELD
WITH NORTHAMPTON
TREE WARDEN.
INSTALL SILT FENCE WITH
STRAW WATTLE AT BASE OF
SLOPE. SEE DETAIL 2/C-6.2
INSTALL STRAW WATTLE AT
BASE OF SLOPE. SEE DETAIL
3/C-6.2
PROPOSED 4' WIDE
CONCRETE SIDEWALK
SEE DETAIL 2/C-6.1
MAX 2% SLOPE
IN ANY DIRECTION
ON CURVE
MAX 2% SLOPE IN
ANY DIRECTION
ON CURVE
EXISTING FOUNTAIN
BASIN TO REMAIN.
FOUNTAIN EQUIPMENT .
SEE SHEETS WF-1.0-3.0
WATER SERVICE BY CITY OF
NORTHAMPTON (SEE WF-1.0)
INSTALL (2) 3" PVC CONDUIT TO TRANSFORMER
FOR FOUNTAIN POWER SUPPLY; 240 VOLT, 100-AMP SERVICE
(SEE DETAIL WF-2.0/4)
INSTALL EROSION CONTROL FABRIC
ON ALL SLOPES AS SHOWN - 3,700 SF.
RESTORE CONCRETE SIDEWALK AND
GRANITE CURB TO MATCH EXISTING.
SAWCUT SIDEWALK AT JOINTS AND
REPLACE FULL PANELS . (DETAIL 2/C-6.1)
RESET GRANITE CURB (DETAIL 3/C-6.1)EXISTING GRADE IN THIS AREA HASCHANGED SINCE THE SURVEY. PROPOSEDGRADING SHALL MATCH EXISTING GRADESAT PROPERTY LINE. PROPOSED GRADINGSHOWN APPROXIMATES CURRENT GRADES.INSTALL (2) 3" PVC CONDUITS WITHIN PAVERS
ACROSS WALKS AND DRIVEWAY.
PAVERS TO BE REPLACED TO MATCH EXISTING
CONDITION. CONNECT TO EXISTING TRANSFORMER.
IF TRENCH EXCAVATION WIDTH ACROSS DRIVEWAY
EXCEEDS WIDTH OF PAVERS, ASPHALT SHALL BE SAWCUT
TO A CLEAN EDGE AND ADDITIONAL PAVERS MATCHING
EXISTING PAVERS SHALL BE INSTALLED. CONSULT
LANDSCAPE ARCHITECT FOR INSTALLATION.
IN SOD AREAS ON PRIVATE PROPERTY,
TRENCH SHALL BE CUT WITH SOD
CUTTER AND RESTORED WITH TOPSOIL
AND NEW SOD.3'X7' CONCRETE PAD
FOR FUTURE BENCH (TYP.)
SEE DETAIL 2/C-6.1
MAIN T
R
AI
L
(
E
XI
S
TI
N
G
)
OLANDER DRIVE
S
D
S
S
NEW TRAIL TO USE
ESTABLISHED TRAIL
BED
EX. LARGE BEECH
TREE TO REMAIN
EX. LARGE BEECH
TREE TO REMAIN
FOUNTAIN BASIN TO BE EXPOSED
AND CLEANED
REMOVE CONCRETE SLAB;
CUT AND CAP PIPE
CLEAR AND GRUB
PRIOR TO TRAIL
CONSTRUCTION
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.
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
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.
Land Surveying
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
OLANDER DRIVE
EXTENSION
VILLAGE HILL
NORTHAMPTON, MASSACHUSETTS
C-4
MARCH 11, 2020
AS NOTED
LC
CC/JS
MEMORIAL PARK
SITE PLAN
0 20105 30
BID DOCUMENTS
0 402010 60
RESTORATION NOTES
1.ALL DISTURBED AREAS SHALL BE SEEDED WITH NEW ENGLAND CONSERVATION/WILDLIFE MIX AT A RATE OF 25 LBS/ACRE OR 1,750 SQ.FT./LB
NOTES
1.THIS PLAN IS BASED ON A COLLECTION OF MULTIPLE PREVIOUS SURVEY PLANS. LOCATIONS OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE
EVIDENCE AS LOCATED BY FIELD SURVEY, PLANS OF RECORD, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT
LOCATIONS OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN THE PREMISES SURVEYED.
1.ALL CONCRETE SIDEWALKS/WALKWAYS SHALL CONFORM TO THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD'S (AAB) REQUIREMENTS. TYPICAL
SIDEWALK/WALKWAY CROSS-SLOPE IS 1.0% MINIMUM, 2.0% MAXIMUM.
2.ASPHALT PATH SHALL CONFORM TO THE UNITED STATES ACCESS BOARD STANDARDS FOR OUTDOOR DEVELOPED AREAS. TYPICAL CROSS SLOPE IS 1.5%
AND SHALL NOT EXCEED 2.0%. THE SLOPE AT SWITCHBACK LANDING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION FROM PC TO PT.
LONGITUDINAL SLOPE SHALL NOT EXCEED 8% AT ANY LOCATION.
3.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE CITY OF
NORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION.
4.THIS PLAN IS PREPARED AS AN ENGINEERING DESIGN AND IS NOT INTENDED TO BE USED FOR THE DETERMINATION OF PROPERTY LINES.
EXISTING CONDITIONS
//////////////////////////////Gravel210205215220TRAIL FROM HIGGINS WAYTO BE CONSTRUCTED BY OTHERSEXISTING GRAVEL TRAIL223224225222220219218212213214215216217218R340'R170'221CONNECT TO
EXISTING MULTI-USE TRAIL
MULTI-USE TRAIL
10' WIDE GRAVEL PATH
SEE DETAIL 8/C-6.1
LENGTH = 150 LINEAR FEET
STRAW WATTLE AND SILT FENCE
AT DOWN-SLOPE LIMIT OF WORK .
SEE DETAIL 2/C-6.2
EXISTING TRAIL SURFACE MATERIAL
(IF ANY) TO BE REMOVED AND AREA
SEEDED.
GRADE TO CONTOURS SHOWN,
LOAM AND SEED
INSTALL EROSION CONTROL BLANKET
LIMIT GRADING AROUND TREES TO
EXTENT SHOWN. TREES TO BE PROTECTED
WITH 2X 4 LUMBER (8' LONG MINIMUM)
SECURED WITH WIRE. BURLAP SHALL BE PLACED BETWEEN
CLADDING AND TRUNK TO PREVENT DAMAGE.
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.
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
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.
Land Surveying
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
OLANDER DRIVE
EXTENSION
VILLAGE HILL
NORTHAMPTON, MASSACHUSETTS
C-5
MARCH 11, 2020
1" = 10'
LC
CC/JS
MULTI-USE PATH
CONNECTION
0 20105 30
BID DOCUMENTS
RESTORATION NOTES:
RESTORE ALL DISTURBED AREAS WITH NEW ENGLAND CONSERVATION/WILDLIFE MIX
APPLICATION RATE: 25LBS/ACRE | 1750 SQ FT/LB
SPECIES: VIRGINIA WILD RYE (ELYMUS VIRGINICUS), LITTLE BLUESTEM (SCHIZACHYRIUM
SCOPARIUM), BIG BLUESTEM (ANDROPOGON GERARDII), RED FESCUE (FESTUCA RUBRA),
SWITCH GRASS (PANICUM VIRGATUM), PARTRIDGE PEA (CHAMAECRISTA FASCICULATA),
PANICLED LEAF TICK TREFOIL (DESMODIUM PANICULATUM), INDIAN GRASS (SORGHASTRUM
NUTANS), BLUE VERVAIN (VERBENA HASTATA), BUTTERFLY MILKWEED (ASCLEPIAS
TUBEROSA), BLACK EYED SUSAN (RUDBECKIA HIRTA), COMMON SNEEZEWEED (HELENIUM
AUTUNALE), HEATH ASTER (ASTERPILOSUS/SYMPHYOTRICHUM PILOSUM), EARLY
GOLDENROD (SOLIDAGO JUNCEA), UPLAND BENTGRASS (AGROSTIS PERENNANS).
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.
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
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.
Land Surveying
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
OLANDER DRIVE
EXTENSION
VILLAGE HILL
NORTHAMPTON, MASSACHUSETTS
C-6.1
MARCH 11, 2020
AS NOTED
LC
JS
DETAILS
UNDISTURBED OR COMPACTED
SUBGRADE
NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE
MATERIAL MAY BE INCREASED IN THE FIELD.
EXTEND GRAVEL 12" BEYOND EDGE OF
PAVING WHERE ROAD IS NOT CURBED
2-1/2''
12''
12''
ASPHALT PAVEMENT1NOT TO SCALE
GRAVEL BORROW BASE COURSE
MDOT M1.03.1 TYPE B, 95% MIN. DENSITY
MDOT HOT MIX ASPHALT TOP COURSE (N.I.C.)
MDOT M3.11.03, TABLE A
MDOT HOT MIX ASPHALT BINDER COURSE
MDOT M3.11.03, TABLE A POLYETHYLENE FILLER
NOTE:
1/2'' PREMOLDED
8''2''2''COMPACTED SUBGRADE
UNDISTURBED OR
4,500 P.S.I.
WIRE MESH
WITH 6''x6''x10/10
4'' CONCRETE
GRAVEL BORROW BASE COURSE
MDOT M1.03 TYPE B, 95%
DENSITY
POLYURETHANE OR POLYSULFIDE JOINT SEALANT (1/2" DEEP)
SCARIFY EDGES OF JOINT WITH WIRE BRUSH AND CLEAN-OFF
FINES, PRIOR TO INSTALLING SEALANT.
1.CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH
PERPENDICULAR TO DIRECTION OF WALK WITH 3'' TROWELLED EDGES
2.WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20' UNLESS
OTHERWISE INDICATED ON PLAN; PROVIDE EXPANSION JOINTS AT ALL
VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGS
3.SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK
4.JOINT SEALANT SHALL BE SELF LEVELING ON SLOPES UNDER 2% AND NON SAG
ON SLOPES GREATER THAN 2%.
NOTES:
1.TABLES SHOW THE MINIMUM ACCEPTABLE BEARING DIMENSIONS.
2.PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,
AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDE
ANCHOR ROADS AT VERTICAL BENDS AND GATE VALVES.
3.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.
4.THRUST BLOCKS SHALL NOT BEAR AGAINST UNSUITABLE SOILS.
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"
12"
(MIN.)B
24"
8"
(MIN.)C
UNDISTURBED OR
COMPACTED SUBGRADE
A A
PLAN SECTION A-A
TEES & DEAD ENDS
PIPE SIZE E F
4"18"18"
6"24"24"
8"36"24"
10"42"36"
12"48"42"
12"
(MIN.)E
24"
8"
(MIN.)F
UNDISTURBED OR
COMPACTED SUBGRADE
D D
PLAN SECTION D-D6''MODT HOT MIX ASPHALT BINDER COURSE
GRANITE CURB, TYPE ''VB''
MATERIAL VARIES, SEE PLAN
COMPACTED GRAVEL
UNDISTURBED OR
COMPACTED SUBGRADE
BASE AND BACKFILL,12'' 6''MIN.AS
MDOT HOT MIX ASPHALT WEARING COURSE
6''
SPECIFIED
6''
AS SPECIFIED
95% MIN. DENSITY
3000 PSI
CEMENT CONCRETE
MIN.MIN.
CONCRETE SIDEWALK2NOT TO SCALE GRANITE CURB3NOT TO SCALE
THRUST BLOCKS11NOT TO SCALE
BID DOCUMENTS
COMPACTED STONE DUST
WEED-PREVENTING PERFORATED
POLYFILM, SEE SPECIFICATIONS
UNDISTURBED OR4''8''COMPACTED SUBBASE
NOTE: SEE PLAN FOR DIMENSIONS
EXTEND GRAVEL 12" BEYOND EDGE
OF ASPHALT
MDOT TYPE B GRAVEL BORROWCOMPACTED TO 95% OF MAXDRY DENSITY
8'' x 8'' POST
3'' x 10'' RAIL
8'-0'' O.C.2'' CHAMFER
6''2'-6''FINISH GRADE
5/8''x7 1/2'' BOLTS
COUNTERSUNK
VANDAL PROOFED
NOTES:
1. ALL WOOD TO BE PRESSURE TREATED,
2. ALL HARDWARE SHALL BE GALVANIZED
3. SET POSTS 3' - 6'' DEEP IN WELL-3'-0"6"6"6"
SELECT PINE GRADE 'B' OR BETTER
TAMPED GRAVEL BACKFILL
CONCRETE BLOCK RETAINING WALL5NOT TO SCALE
TIMBER GUARDRAIL6NOT TO SCALE
12''
1 1/2''
MDOT HOT MIX ASPHALT WEARING COURSE
8''
1 1/2"
MDOT HOT MIX ASPHALT BINDER COURSE
MDOT TYPE B GRAVEL BORROW
COMPACTED TO 95% OF MAXDRY DENSITY
ASPHALT PATH7NOT TO SCALE
GRAVEL PATH8NOT TO SCALE
THREADED
PLUG TO BE
ABOVE GRADE
45° PVC BEND PIPE
SEE PLAN FOR SIZE
FINISH GRADE - SEE PLAN FOR MATERIAL
4" PVC CONDUIT
COMPACTED SUBGRADE
4X4X4 PVC WYE
THREADED PLUG
CLEANOUT FOR END OF GAS CONDUIT10NOT 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"
CATCH BASIN9NOT TO SCALE18"WALL BLOCK UNIT,
CAP BLOCK UNIT,18"GEOTEXTILE FABRIC
12" MIN. BEHIND WALLBACKFILL TO EXTEND
3/4" CRUSHED STONE
NON-WOVEN
INSTALL PER MANUFACTURER'SINSTRUCTIONS
INSTRUCTIONSINSTALL PER MANUF.
EX. GRADE
18"LEVELLING PAD
3/4" CRUSHED STONE 6"BOTTOM BLOCK UNIT,
INSTALL PER MANUFACT.INSTRUCTIONS
NOTE:RETAINING WALL TO BE LARGE BLOCK GRAVITY WALL SYSTEM, WITH 18" MIN. HEIGHTBLOCKS, & INCLUDE A GROUTED METAL GUARDRAIL & WOOD GUARDRAIL.
MANUFACTUERERS INCLUDE:
1. REDI ROCK, 603-863-1000
2. STONE STRONG SYSTEMS, 860-653-506318"4" PERF. PVC SUBDRAIN
FINISH GRADE
SEE DETAIL 6/C-6.1
WOOD GUARD RAIL
CONTRACTOR SHALL PROVIDE STAMPED ENGINEERED DRAWINGS FROM THE APPROVED
MANUFACTURER PRIOR TO CONSTRUCTION.
SECURE CAP BLOCK TO FREESTANDING BLOCK WITH
POLYURETHANE SEALANT. OPTIONAL SHEAR LUGS CAST INTO CAP
BLOCK OR REBAR TIES THAT CAN BE EMBEDDED IN SITE-CONCRETE
(WITH GARDEN BLOCK) ARE ALSO AVAILABLE.VARIES18"2" WASHED STONE
ALONG BACK OF WALL.
6" DEPTH.
WALL MANUFACTURER SHALL MATCH WALL INSTALLED AS PART OF OLANDER EXTENSION PROJECT.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.
FLUSH GRANITE
CURB
GRADE TO EXISTING GRADE @ 2%ROAD SURFACE FLOW
FLUSH GRANITE
CURB
18" GRANITE CURB
TRANSITION EITHER SIDE.
36"
ELEVATION
CURB OPENING4NOT TO SCALE
(N.I.C.)1-1/2"
SECTION
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.
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
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.
Land Surveying
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
OLANDER DRIVE
EXTENSION
VILLAGE HILL
NORTHAMPTON, MASSACHUSETTS
C-6.2
MARCH 11, 2020
AS NOTED
LC
JS
DETAILS
BID DOCUMENTS
ADJACENT ROLLS SHALL
TIGHTLY ABUT 12" DIA. STRAW WATTLES
SECTION
SILT FENCE TUCKED
UNDER STRAW WATTLE
SILT FENCE
SILT FENCE
ENTRENCHED 3"
FLOW
EROSION CONTROL BARRIER2NOT TO SCALE
STRAW WATTLE3NOT TO SCALE
50' min.
8"min.
PRIVATE ROAD
GEOTEXTILE SEPARATION FABRIC
2"-3'' WASHED COARSE
EXIST. GROUND
FOR FULL WIDTH AND LENGTH
AGGREGATE
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 OBJECTIONAL MATERIAL.
3. GRAVEL PAD SUBGRADE SHALL BE GRADED 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.
STABILIZED CONSTRUCTION ENTRANCE1NOT TO SCALE
AND BURLAP FROM TOP
REMOVE ALL TWINE, ROPE
UNDISTURBED OR
PLANTING SOIL
4" HIGH EARTH SAUCER
SET FLAIR AT OR ABOVE FIN. GRADE
18"8"
MULCH RING; 6' MIN. DIAMETER,
MARK NORTH SIDE OF THE TREE IN THE NURSERY,
ROTATE TREE TO FACE NORTH AT SITE, IF POSSIBLE
DO NOT HEAVILY PRUNE TREE AT
PLANTING; PRUNE ONLY CROSSOVER
LIMBS, CO-DOMINANT LEADERS AND
BROKEN OR DEAD BRANCHES. (SOME
INTERIOR TWIGS AND LATERAL
BRANCHES MAY BE PRUNED; HOWEVER,
DO NOT REMOVE THE TERMINAL BUDS
OF BRANCHES THAT EXTEND TO THE
EDGE OF THE CROWN.)
2" DEPTH; DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK
BEYOND EDGE OF ROOT BALL
1/2 OF ROOT BALL
COMPACTED SUBGRADE
FERTILIZER ROOT
PACKET, 2 PER TREE,
6"-8" DEEP, PLACED
AS ROOT BALL IS
BACKFILLED
NOTE: DO NOT STAKE OR WRAP TRUNK
* EACH TREE SHALL BE PLANTED SUCH
THAT THE TRUNK BASE FLARE IS VISIBLE
AT THE TOP OF THE ROOT BALL. DO NOT
COVER THE TOP OF THE ROOT BALL
WITH SOIL
*FIN. GRADE
FOR BALL AND BURLAPPED TREES
(B&B), REMOVE THE BURLAP
AND BASKET (SEE NOTES)
NOTES
1.THE FOLLOWING PROCEDURE SHALL BE USED FOR BALL AND BURLAPPED
TREES:
1.1.CUT OFF THE BOTTOM PORTION OF THE BASKET
1.2.ROLLING THE TREE IN THE HOLE AND STAND IT UP STRAIGHT
1.3.CUT THE REMAINS OF THE BASKET
1.4.PULL DOWN THE BURLAP AND CUT OFF THE EXCESS
TYPICAL TREE PLANTING4NOT TO SCALE
TREE PROTECTION5NOT TO SCALE
2"x2" WOODEN
STAKE
STRAW WATTLE
12-18" TYP.
WORK AREA
AREA TO BE
PROTECTED3"STRAW WATTLE PLAN VIEW
STRAW WATTLE SECTION
WATER FLOW
WORK AREA
AREA TO BE
PROTECTED
STAKE EVERY 10±
STRAW WATTLE
1'NOTE:
1.ALL MATERIAL TO MEET STRAW WATTLE
SPECIFICATIONS
2.STRAW WATTLE
COMPOST/SOIL/ROCK/SEED FILL TO MEET
APPLICATION REQUIREMENTS
3.STRAW WATTLE DEPICTED IS FOR MINIMUM
SLOPES. GREATER SLOPES MAY REQUIRE
LARGER SOCKS PER THE LANDSCAPE
ARCHITECT
4.COMPOST MATERIAL TO BE DISPERSED ON
SITE, AS DETERMINED BY THE LANDSCAPE
ARCHITECT
BACK FILL & WATER TREE WITH
SOIL ONCE TREE IS STABILIZED. DO
NOT TAMP WITH FOOT OR OTHER
MECHANICAL DEVICES. HALFWAY
THROUGH THE BACK-FILLING
PROCESS, WATER THE TREE TO
HELP REMOVE AIR POCKETS TO
AVOID FUTURE SETTLING. ONCE
BACK FILL IS COMPLETE
THOROUGHLY WATER THE TREE.