Mobility-2.17.21--BIKE PEDMobilitySafetyPublicForum:Tue.Feb.2,2021BridgeSt.SchoolͲsaferoutes:5:00PMLowerPleasantStͲcompletestreets:5:30PMhttps://umassͲamherst.zoom.us/j/98118657406or(646)876Ͳ9923(#981Ͳ1865Ͳ7406)sidewalks&rampssidewalks&rampscrosswalksSidewalks,bikes,trees
PARSONS S
T
R
E
E
TNORTH STREETHIGHLAND AVENUE22'18'22'8' CW
R&R
R&R
R&R
201
202
203
204
205
PC +32.55
PT +80.65
200+00
PROJECT BEGIN
STA 200+05
N2946239.9078
E350559.0608
RET
RET
RET8' CWNN
A
D
8
3
CONTINUED ONSHEET NO. 11T1006.01_HD6(TSPM).DWG5-Nov-2020 12:02 PMPlotted on20
SCALE: 1" = 20'
0 50 100
TRAFFIC SIGN & PAVEMENT MARKING PLANS - 1 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
10
PARSONS STREET
LINDEN STREETWALNUT STREETCHERRY STREET23'18'8' CW
8' CW8' CW
MA-D3-1
W15-1b
RET
RET
REM
R&R
REM
REM
R7-1
R7-1
R&R
REM
205
206
207
208 209 210 211
PC +57.63
PT +60.43NN
A
D
8
3
CONTINUED ONSHEET NO. 11CONTINUED ONSHEET NO. 12T1006.01_HD6(TSPM).DWG5-Nov-2020 12:02 PMPlotted on20
SCALE: 1" = 20'
0 50 100
TRAFFIC SIGN & PAVEMENT MARKING PLANS - 2 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
11
PARSONS STREET
CHERRY STREETUNION STREETPARSONS STREET17'18'12"
S
L
8' CW 8' CW8' CW
R&R R&R
R&R
R&R
RET
REM
R&R
"R7-1"
R&R
R&R
ERADICATE EXISTING PAVEMENT
MARKINGS CONFLICTING W/
PROP MARKINGS (TYP)
211 212 213 214 215PC +51.64 PC +95.81PT +11.98
PT +91.28 216+00PROJECT END
STA 215+75
N2945079.4064
E351586.8457
6" SWL 6" DBYL
RET
RET
R1-1 12" SLNN
A
D
8
3
CONTINUED ONSHEET NO. 11T1006.01_HD6(TSPM).DWG5-Nov-2020 12:02 PMPlotted on20
SCALE: 1" = 20'
0 50 100
TRAFFIC SIGN & PAVEMENT MARKING PLANS - 3 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
12
NNAD 83
1
1
1
11
2
113 114 115 116 117PC
+
0
9
.
7
4
PT +99.94
BRIDGE STREET 5'11'1'6'1'11'5'±R&R
RET
REM
RET
REM
REM
REM
RET
REM
REM
REM
LIMIT OF WORK
STA 116+00
N2945090.3674
E351893.4569
LIMIT OF WORK
STA 112+20
N2944712.3407
E351872.8182
LIMIT OF WORK
STA 112+35
N2944701.4002
E351957.1927
RET
S1-1 (2)
W16-7pL
W16-7pR
S1-1(2)
W16-7pL
W16-7pR
POME
R
O
Y
T
E
R
R
A
C
E
LCONST B
W1-10R
6"DWLEX 6" SWL
6" SWL
6" SYL
ERADICATE EXIST MARKINGS
CONFLICTING W/ PROP
MARKINGS (TYP)10'CWREMOVE EXIST
FLASHING SIGN,
FOUNDATIONS &
ELEC METER
REMOVE EXIST
FLASHING SIGN,
FOUNDATIONS & ELEC
METER FROM APPROX
STA 110+40
PROP W1-10L
(INSTALL AT STA
110+40, RT)
S1-1 (2)
W16-7pL
W16-7pR
10'CWS1-1 (2)
W16-7pL
W16-7pR T1006.01_HD6(TSPM).DWG5-Nov-2020 12:03 PMPlotted on20
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0 50 100
TRAFFIC SIGN & PAVEMENT MARKING PLANS - 4 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
13
PARSONS S
T
R
E
E
T
NORTH STREETHIGHLAND AVENUE201
202
203
204
205
PC +32.55
PT +80.65200+00
LCONST B
PROP SAWCUT (TYP)
PROP VGC; TYPE VB (TYP)
MEET EXIST GC & SW
ADJ WG
RET UP
ADJ WG
MEET EXIST
CONC WALK
MEET EXIST CONC WALK
PROP CEM CONC CURB
RAMP W/ DETECTABLE
WARNING PANEL (TYP)
MEET EXIST GC & SW
ADJ CB
PROP 5.5' CEM CONC SW (TYP)
RET WOOD FENCE
REM HEDGE
APPROX. LOG (TYP)
PROJECT BEGIN
STA 200+05
N2946239.9078
E350559.0608
PROP 4" LOAM &
SEED( (TYP)
PROP TEMP EASEMENT (TYP)
PROP PERM EASEMENT (TYP)PROP SAWCUT &
HMA TO MATCH
EXIST DWY (TYP)
PROP CEM CONC SIDEWALK
THROUGH DWY (TYP)
RET HYD
RET TREE
S 46° 03' 06" E 132.55
'
L =14 8.10 'R =7 0 0.00 '
Δ =12°0 7 '2 0"
S 33° 55' 45
"
E
2
7
6
.
9
8
'NN
A
D
8
3
CONSTRUCTION NOTES:
1.EXISTING CONDITIONS INFORMATION COMPILED FROM AN ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY SHERMAN & FRYDRYK LLC, IN MAY, 2020
HORIZONTAL DATUM = NAD83 (MASSACHUSETTS STATE PLANE COORDINATES)
VERTICAL DATUM = NAVD88
2.THE CONTRACTOR SHALL CONTACT DIGSAFE (1-888-DIGSAFE) A MINIMUM OF 72 HOURS PRIOR TO ANY CONSTRUCTION TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION
FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.
4.ALL MUNICIPALLY OWNED UTILITY STRUCTURES (CATCH BASINS, DRAIN MANHOLES, WATER GATES, ETC.) SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISHED GRADE UNLESS DIRECTED OTHERWISE.
5.ALL PRIVATELY OWNED UTILITY STRUCTURES (GAS GATES, ELECTRIC /TELEPHONE MANHOLES, ETC.) SHALL BE ADJUSTED TO FINISHED GRADE BY THE PRIVATE UTILITY COMPANY, UNLESS DIRECTED OTHERWISE. THE CONTRACTOR SHALL
COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE ALTERATION AND ADJUSTMENT, AS NECESSARY.
6.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE.
7.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R), AS APPROVED BY THE ENGINEER.
8.THE TERM "MEET EXIST" MEANS TO MEET BOTH THE EXISTING ALIGNMENT AND ELEVATION.
9.ALL EXISTING TREES WITHIN THE PROJECT LIMITS SHALL BE RETAINED AND PROTECTED WITH TREE PROTECTION UNLESS INDICATED OTHERWISE ON THE DRAWINGS. ALL PROVIDED DIMENSIONS REFER TO THE DIAMETER AT BREAST HEIGHT.
10.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" (EXCLUDING THE WIDTH OF CURB) SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS (UTILITY POLES, LIGHT POLES, SIGNS, MAILBOXES, ALONG DRIVEWAY OPENINGS, ETC.)
11.DETECTABLE WARNING PANELS ARE REQUIRED ON ALL PROPOSED WHEELCHAIR RAMPS AND SHALL BE INSTALLED IN ACCORDANCE WITH MASSDOT CONSTRUCTION STANDARDS.
12.ALL AREAS BETWEEN THE BACK OF SIDEWALK OR CURB TO THE LIMIT OF GRADING, OR AREAS DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED WITH 4 INCHES OF LOAM AND SEED.CONTINUED ONSHEET NO. 6T1006.01_HD5(CONSTRUCTION PLANS).DWG5-Nov-2020 11:59 AMPlotted on20
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0 50 100
CONSTRUCTION PLANS - 1 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
5
PARSONS STREET
LINDEN STREETWALNUT STREETCHERRY STREET205
206
207
208 209 210 211
PC +57.63
PT +60.43
LCONST B
PROP SAWCUT (TYP)
PROP VGC;
TYPE VB (TYP)
REMOD CB
MEET EXIST BERM & SW ADJ SMH
RET BOLLARDS
RET GAS METERS
ADJ DMH
ADJ CB
MEET EXIST BERM & SW
MEET BACK OF WALK AT
EXIST STAIRCASE
PROP BACK SW VGC
MEET EXIST CONC WALK
REM HEDGE
MEET EXIST BERM & SW
RET TREES
PROP CEM CONC CURB RAMP W/ DETECTABLE
WARNING PANEL (TYP)
APPROX. LOG (TYP)
PROP 3" REVEAL
PROP TEMP EASEMENT (TYP)
PROP SAWCUT & HMA TO
MATCH EXIST DWY (TYP)
PROP GRAVEL
DWY)
PROP 5.5' CEM CONC
SIDEWALK
PROP PERM EASEMENT (TYP)
PROP CEM CONC SIDEWALK
THROUGH DWY (TYP)
RET HEDGE
L=302.81'R=2000.00'
Δ=8°40'29"
S 42° 36' 14" E 391.21'NN
A
D
8
3
CONTINUED ONSHEET NO. 5CONTINUED ONSHEET NO. 7T1006.01_HD5(CONSTRUCTION PLANS).DWG5-Nov-2020 12:00 PMPlotted on20
SCALE: 1" = 20'
0 50 100
CONSTRUCTION PLANS - 2 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
6
PARSONS STREET
CHERRY STREETUNION STREETPARSONS STREET211 212 213 214 215
PC +51.64
PC +95.81
PT +11.98
PT +91.28 216+00LCONST B
PROP SAWCUT (TYP)
PROP VGC;
TYPE VB (TYP)MEET EXIST BERM
& SW
RET WOOD FENCE
MEET CONC WALK
R&S FENCE
ADJ DMH
ADJ CB
REM HEDGE
RET HYD
MEET EXIST BERM & SW
MEET EXIST GC & SW
PROP CEM CONC CURB RAMP W/ DETECTABLE
WARNING PANEL (TYP)
MEET EXIST GC & SW
ADJ CB
RET WOOD FENCE
APPROX. LOG (TYP)
PROJECT END
STA 215+75
N2945079.4064
E351586.8457
PROP CURB STOP W/ SERVICE BOX;
REM EXIST
PROP 5.5' CEM CONC
SIDEWALK
PROP 4" LOAM & SEED (TYP)
PROP SAWCUT & HMA TO MATCH EXIST DWY (TYP)
PROP GRAVEL DWY
MEET EXIST SW & GC
PROP CEM CONC SIDEWALK
THROUGH DWY (TYP)
PROP CEM CONC SW; REM EXIST PAVEMENT
MEET CONC WALK
S 42° 36' 14" E 391.21'L =6 0.3 4 'R =3010.0 0'
Δ =1°0 8 '5 5 "
S 41° 27' 20" E 183.82'
L =9 5 .4 8 'R =7 0.00'Δ =7 8 °0 9 '00"NN
A
D
8
3
CONTINUED ONSHEET NO. 6T1006.01_HD5(CONSTRUCTION PLANS).DWG5-Nov-2020 12:00 PMPlotted on20
SCALE: 1" = 20'
0 50 100
CONSTRUCTION PLANS - 3 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
7
NNAD 83
D1
1
1
11
2
113 114 115 116 117PC
+
0
9
.
7
4
PT +99.94
BRIDGE STREET
POME
R
O
Y
T
E
R
R
A
C
E
PROP 6' CEM
CONC MEDIAN
PROP CEM CONC CURB RAMP W/
DETECTABLE WARNING PANEL (TYP)
PROP CB MEET EXIST VGC
RET UP
LIMIT OF WORK
STA 116+00
N2945090.3674
E351893.4569
PROP DMH
PROP 9'-12" RCP
PROP 19'-10" DIP
PROP SOLAR
POWERED
RRFB (TYP)
MEET EXIST VGC
MEET EXIST WALK
PROP VGC;
TYPE VB (TYP)
APPROX. LOG (TYP)
LIMIT OF WORK
STA 112+20
N2944712.3407
E351872.8182
PROP SAWCUT (TYP)
PROP 4" LOAM & SEED (TYP)
LCONST B
PROP SAWCUT & MEET EXIST
PROP SAWCUT & MEET EXIST
PROP GI
(GAS CONFLICT TO BE
REVIEWED WITH UTILITY)
PROP RAISED CROSSWALK
PROP FULL DEPTH PAVEMENT
PROP CEM CONC SIDEWALK
THROUGH DWY
PROP SAWCUT & HMA TO
MATCH EXIST DWY
PROP TEMP EASEMENT
L=190.20'R=225.00'
Δ=48°26'03"
N 0° 59' 52" E 750.06'N
4
9
°
2
5
'
5
5
"
E
7
4
9
.
9
3
'T1006.01_HD5(CONSTRUCTION PLANS).DWG5-Nov-2020 12:01 PMPlotted on20
SCALE: 1" = 20'
0 50 100
CONSTRUCTION PLANS - 4 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
8
PC +
7
9
.
8
7
PC +06.41
PT +93.85
PT +53.69
PT +13
.
1
1
316+66
.
1
7
HAWLEY STREETISABELLA STREETHOLYOKE STREETPROP 5.5' CEM CONC SW
PROP SAWCUT (TYP)
MEET EXIST
BERM & SW
LCONST BPROP VGC; TYPE VB (TYP)
RELOC UP (BO)
ADJ CB RET UP
RELOC UP & GUY WIRE (BO)
R&R USPS MB
RET UP
ADJ WG
LIMIT OF WORK
STA 316+25
N2942514.3253
E352105.1631
MEET EXIST BERM
MEET EXIST SW
PROP 4" LOAM & SEED
LIMIT OF WORK
STA 312+70
N2942852.4220
E352001.9425
PROP GRAVEL DWY
TO MATCH EXIST
APPROX. LOG (TYP)
PROP SAWCUT & HMA
TO MATCH EXIST DWY
PROP CEM CONC SIDEWALK
THROUGH DWY
PROP TEMP
EASEMENT (TYP)
ADJ CB
ADJ WG
PROP 5' CEM CONC SW
PROP SAWCUT & HMA
TO MATCH EXIST DWY
PROP FULL DEPTH HMA DWY
PROP PERM
EASEMENT (TYP)
312
313
314 315
316
PROP CEM CONC
SW THROUGH DWY
PROP CEM CONC
SW THROUGH DWY
PROP CEM WALK TO
MEED EXIST
ENTRANCE (TYP)
L=371.18'R=700.00'
Δ=30°22'54"
S 4°
3
1
'
4
1
"
E
8
6
.
0
2
'
L=73.83'R=250.00'
Δ=16°55'10"S 21° 26' 51" E 152.72'
L=106.70'R=500.00'
Δ=12°13'37"
S 9° 13'
1
4
"
E
5
3
.
0
6
'
FULL DEPTH PVMT <4'
PROP HMA DWYNNA
D
8
3
T1006.01_HD5(CONSTRUCTION PLANS).DWG5-Nov-2020 12:01 PMPlotted on20
SCALE: 1" = 20'
0 50 100
CONSTRUCTION PLANS - 5 OF 5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
BRIDGE STREET (ROUTE 9), PARSONS STREET
& HAWLEY STREET
31
PROJECT FILE NO.
-
609515
9
Close northerly curb cut.Concrete sidewalks and apron.Concrete sidewalks and apron.
HAWLEY STREETISABELLASTREET
HOLYOKE STREETCONSTRUCT 5.5'
CONCRETE SIDEWALK
RETAIN EXISTING
PAVEMENT
CONSTRUCT CONCRETE
DRIVEWAY APRONS FOR
IMPROVED PEDESTRIAN
ACCESS
MEET EXISTING
SIDEWALK
MEET EXISTING
SIDEWALK
CONSTRUCT 2.5'
LANDSCAPE BUFFER W/
GRANITE CURB
311
312
313
314 315
316
PT +
9
3
.
8
5
PC +
7
9
.
8
7
PT +53.69 PC +06.41
PT +13.
1
1
316+66
.
1
7
CONSTRUCT
DOUBLE-SIDED WOOD
GUARDRAILNNAD 83Northampton, Massachusetts
Scale: 1" = 20'
October 26, 2020TEC, Inc.
146 Dascomb Road
Andover, MA 01810
169 Ocean Blvd
Hampton, NH 03842
311 Main Street, 2nd Floor
Worcester, MA 01608
Hawley Street Alternative 1
GENERAL PAVEMENT NOTE:
1. ANY EXISTING GRAVEL BASE DEEMED SUITABLE FOR REUSE BY THE RESIDENT
ENGINEER SHALL REMAIN AND BE COMPACTED. ADD GRAVEL BORROW TYPE b AS
REQUIRED.
2. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN ALL ASPHALT
SURFACES AND SAWCUT JOINTS BEFORE PAVING. HMA JOINT SEALANT SHALL BE APPLIED
TO ALL COLD JOINTS (LONGITUDINAL AND TRANSVERSE) BEFORE PAVING SURFACE
COURSE. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED AT A RATE OF 0.05
GAL/SY, EXCEPT OVER MILLED AND CEMENT CONCRETE SURFACES, WHERE THE
APPLICATION RATE SHALL BE 0.07 GAL/SY. ALL SURFACES SHALL BE CLEAN OF ALL
ORGANICS, DEBRIS, AND SAND PRIOR TO PAVING.
3. ASPHALT EMULSION FOR TACK COAT SHALL BE GRADE RS-1H AND SHALL MEET THE
REQUIREMENTS OF AASHTO M 140.
4. ALL HMA SUPPLIED SHALL BE MODIFIED USING WARM MIX ADDITIVE IN ACCORDANCE
WITH SECTION 450.
CEMENT CONCRETE SIDEWALK/WHEELCHAIR RAMP/BUS PAD/STREET BUFFER
SURFACE:4" CEMENT CONCRETE
(4000 PSI, 3/4", 610, AIR-ENTRAINED)
BASE:8" GRAVEL BORROW TYPE B
CEMENT CONCRETE AT DRIVEWAY
SURFACE:6" CEMENT CONCRETE
(4000 PSI, 3/4", 610, AIR-ENTRAINED)
BASE:8" GRAVEL BORROW TYPE B
HOT MIX ASPHALT (HMA) FULL DEPTH
SURFACE:1.5" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER
INTERMEDIATE:2.5" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)
BASE:6" CEMENT CONCRETE BASE COURSE OVER
(HIGH EARLY STRENGTH)
SUB-BASE 8" GRAVEL BORROW TYPE B
(SEE GENERAL PAVEMENT NOTE 1)
HOT MIX ASPHALT (HMA) BICYCLE LANE
SURFACE:1.0" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER
1.5" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5)
BASE:8" GRAVEL BORROW TYPE B
MILLING & OVERLAY SURFACE COURSE
SURFACE:1.5" SUPERPAVE SURFACE COURSE (SSC-9.5)
PAVEMENT MILLING 1.5" MICROMILLING
FULL DEPTH PAVEMENT CONSTRUCTION FOR UTILITY TRENCH
SURFACE:1.0" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER
5.50" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)
PLACED IN TWO LAYERS
BASE:12" GRAVEL BORROW TYPE B
EXISTING
GROUNDEXIST ROWPLEASANT STREET
STA 21+90± TO STA 23+60±
NTS
*TOLERANCE FOR CONSTRUCTION ±0.5%
PLEASANT STREET
STA 18+90± TO STA 19+60±
NTS
*TOLERANCE FOR CONSTRUCTION ±0.5%
PLEASANT STREET
STA 12+00± TO STA 18+00±
NTS
*TOLERANCE FOR CONSTRUCTION ±0.5%
VARIES
EXISTING LANE
-VARIABLE WIDTH
EXISTING MEDIAN
-VARIABLE WIDTH
EXISTING LANE
-VARIABLE WIDTH
EXISTING 5.0'
BICYCLE LANE
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
EX DOUBLE YELLOW
CENTER LINE 4" DYCL EX SOLID WHITE
LINE 4" SWL
EX SOLID WHITE
LINE 4" SWL
PROP 11.0'
TRAVEL LANE
PROP MEDIAN
-VARIABLE WIDTH
PROP 11.0'
TRAVEL LANE
CONST BL
SAWCUT
PROP DOUBLE YELLOW
CENTER LINE 4" DYCL
EX DOUBLE YELLOW
CENTER LINE 4" DYCL
PROP DOUBLE YELLOW
CENTER LINE 4" DYCL
PROP 2.0'
STREET BUFFER
PROP 6.0'
BICYCLE
LANE
1.5%*
PROP GRAN CURB
TYPE VB (W/ 6" REVEAL)
FILL TO MEET
EX GRADE
EXIST ROWEXISTING
GROUND
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
EX DOUBLE YELLOW
CENTER LINE 4" DYCL
EXISTING LANE
-VARIABLE WIDTH
EXISTING LANE
-VARIABLE WIDTH
CONST BL
SAWCUT
SAWCUT 1.5%*
0.5%*0.5%*
EXISTING 5.0'
BICYCLE LANE
EXISTING STREET BUFFER
VARIABLE WIDTH
EXISTING SIDEWALK
VARIABLE WIDTH
EXISTING STREET BUFFER
VARIABLE WIDTH
EXISTING SIDEWALK
VARIABLE WIDTH
EXISTING STREET BUFFER
VARIABLE WIDTH
EXISTING SIDEWALK
VARIABLE WIDTH
PROP 11.0'
TRAVEL LANE
PROP 11.0'
TRAVEL LANE
PROP 2.5'
STREET BUFFER
PROP 6.5'
BICYCLE
LANE
PROP 8.0'
BUS STOP PAD
PROP 5.0'
BICYCLE
LANE
PROP DOUBLE YELLOW
CENTER LINE 4" DYCL
PROP GRAN CURB
TYPE VB (W/ 6" REVEAL)
PROP GRAN CURB
TYPE VB (W/ 4" REVEAL)EXIST ROWEXIST ROWEXISTING LANE
-VARIABLE WIDTH
EXISTING LANE
-VARIABLE WIDTH
EXISTING SHOULDER
-VARIABLE WIDTH
EXISTING SHOULDER
-VARIABLE WIDTH
EXISTING STREET BUFFER
VARIABLE WIDTH
EXISTING SIDEWALK
VARIABLE WIDTH
EXISTING STREET BUFFER
VARIABLE WIDTH
EXISTING SIDEWALK
VARIABLE WIDTH
EXISTING
GROUND
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
EX DOUBLE YELLOW
CENTER LINE 4" DYCL
EX SOLID WHITE
LINE 4" SWL
EX SOLID WHITE
LINE 4" SWL
CITY LAYOUT
PUBLIC - 60' WIDE
CONST BL
SAWCUTSAWCUT
PROP DOUBLE YELLOW
CENTER LINE 4" DYCL
PROP GRAN CURB
TYPE VB (W/ 6" REVEAL)
PROP GRAN CURB
TYPE VB (W/ 6" REVEAL)
1.5%*1.5%*
FILL TO MEET
EX GRADE
FILL TO MEET
EX GRADE
PROP 6.5'
BICYCLE
LANE
PROP 2.0'
STREET BUFFER
PROP 1.0'
SHOULDER
PROP 11.0'
TRAVEL LANE
PROP 11.0'
TRAVEL LANE
PROP 1.0'
SHOULDER
PROP 2.0'
STREET BUFFER
PROP 6.5'
BICYCLE
LANE
PROP SIDEWALK
VARIABLE WIDTH
PROP SIDEWALK
VARIABLE WIDTH
MILLING &
OVERLAY
MILLING &
OVERLAY
FULL DEPTH PAVEMENT
(WIDTH VARIES)
FULL DEPTH
PAVEMENT
(WHERE NEEDED)
TYPICAL SECTIONS
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD4(TYPICAL_SECTIONS).DWG15-Oct-2020 12:12 PMPlotted on4
PLEASANT STREET (ROUTE 5)
(PUBLIC)FULTON AVENUE(PUBLIC)
CONZ
S
T
R
E
E
T
(PUB
LI
C
)FULTON AVENUE(PUBLIC)
11 12 13 1410+00 DBYL (384')DBYL (97')
DWL (94')
DWL (77')
SWL (384')
SWL (555')
SWL (20')
SWL (97')
SWL (555')
BICYCLE CROSSING
INTERSECTION TREATMENT,
TYP, SEE DETAIL SHEET 24
BICYCLE LANE
MARKINGS, TYP, SEE
MUTCD FOR DETAIL
8" SWCHL
10' O.C. @
45°, TYP.11'11'1'1'11'11'1'1'6.5'3'6.3'3'SWL (12')
MEET EXIST
MEET EXIST
EEMEET EXIST
BE
BE
EEBEEE
EE
BE
EE
R7-1
R7-1
R7-1
R7-1
R7-1
R7-1
R&R BICYCLE
WARNING SIGN &
POST
LIMIT OF FULL DEPTH
PAVEMENT TO BE
DETERMINED IN FIELD
PROJECT BEGIN
STA 10+25
N2940671.9179
E352067.1865
PLEASANT STREET
ROUNDABOUT
RET
ERADICATE
SYMBOL
RET
R&S SHARE
THE ROAD
LIMIT OF WORK
LIMIT OF WORK
MA-W16-19p
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_TR1(TRFC_SGN_&_PVMT_MKG).DWG15-Oct-2020 12:14 PMPlotted onCONTINUED ONSHEET NO. 1220
SCALE: 1" = 20'
0 50 100N TRAFFIC SIGNS & PAVEMENT MARKING PLAN
NOTES:
1.ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK
SHALL BE APPLIED USING THERMOPLASTIC MATERIALS.
2.ERADICATE ALL CONFLICTING PAVEMENT MARKINGS
USING AN APPROVED MASSDOT METHOD.
3.ALL PROP SIGNS OR R&R SIGNS SHALL NOT BE
MOUNTED ON UTILITY POLES.
4.SEE SHEET 14 FOR TRAFFIC SIGN SUMMARY.
5.RETAIN ALL EXISTING SIGNS WITHIN THE PROJECT AREA
UNLESS OTHERWISE NOTED.
11
PLEASANT STREET (ROUTE 5)
(PUBLIC)SERVICE CENTER ROAD(PUBLIC)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)
15 16 17 18 19
20
PC +02.22
10' CW
BICYCLE LANE YIELD
LINE MARKINGS, TYP,
SEE DETAIL SHEET 24
DBYL (111')
DBYL (113')
DBYL (50')DBYL (24')DBYL (384')
SWL (39')
SWL (24')SWL (17')
SWL (20')
SWL (39')
SWL (17')SWL (24')
SWL (384')
SWL (555')
10' CW
SWL (7')
BICYCLE LANE YIELD
LINE MARKINGS, TYP,
SEE DETAIL SHEET 24
SEPARATED BICYCLE
LANE CROSSWALK, TYP,
SEE DETAIL SHEET 24BICYCLE CROSSING
INTERSECTION TREATMENT,
TYP, SEE DETAIL SHEET 24 CROSSWALK PAVEMENT
MARKINGS, TYP, SEE
DETAIL SHEET 24
BICYCLE LANE
MARKINGS, TYP, SEE
MUTCD FOR DETAIL
8" SWCHL
10' O.C. @
45°, TYP.11'11'11'11'11'1'1'6.5'3'11'11'3.5'5.5'11'2.4'6.5'6.5'2.3'11'11'ERADICATE
HATCHING
R7-1
R7-1
R7-1
R7-1R7-1
R7-1 R7-1
PVTA BUS
STOP SIGN
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
10' CWLIMIT OF FULL DEPTH
PAVEMENT/ MILL &
OVERLAY TO BE
DETERMINED IN FIELD
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_TR1(TRFC_SGN_&_PVMT_MKG).DWG15-Oct-2020 12:14 PMPlotted onCONTINUED ONSHEET NO. 11CONTINUED ONSHEET NO. 1320
SCALE: 1" = 20'
0 50 100N TRAFFIC SIGNS & PAVEMENT MARKING PLAN
NOTES:
1.ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK
SHALL BE APPLIED USING THERMOPLASTIC MATERIALS.
2.ERADICATE ALL CONFLICTING PAVEMENT MARKINGS
USING AN APPROVED MASSDOT METHOD.
3.ALL PROP SIGNS OR R&R SIGNS SHALL NOT BE
MOUNTED ON UTILITY POLES.
4.SEE SHEET 14 FOR TRAFFIC SIGN SUMMARY.
5.RETAIN ALL EXISTING SIGNS WITHIN THE PROJECT AREA
UNLESS OTHERWISE NOTED.
12
HOCKANUM ROAD(PUBLIC)PLEASANT ST
R
E
E
T
(
R
O
U
T
E
5
)
(PUBLIC)
21
22
23
24
PT +56.67
24+50
DWL (24
'
)
SWL (55')
DBYL (188')
DBYL (111')
SWL (69')
SWL (31')
BICYCLE CROSSING
INTERSECTION TREATMENT,
TYP, SEE DETAIL SHEET 24
BICYCLE LANE
MARKINGS, TYP, SEE
MUTCD FOR DETAIL
8" SYCHL
15' O.C. @
45°, TYP.10.5'10.5'5.5'5.8'11.1'11'5'11'6.4'11'MEET EXIST
10.5'5.6'11'2.4'11'11'11'R=3.0'
R=200'
R=512'
DBYL (188')
DBYL (111')
EE
DWL (54
'
)
EE
BE
EE
BE
BE
BE
EE
EE
ERADICATE
HATCHING
BE
ERADICATE
HATCHING
BE
BE
EE
EE
R7-1
R7-1
R7-1
R7-1
BE
LIMIT OF MILL
& OVERLAY
STA 20+87
PROJECT END
STA 24+40
N2942052.6012
E351772.0338
P
O
U
N
D
L
A
N
E
(
P
U
B
L
I
C
)
RET
RET
LIMIT OF WORK
LIMIT OF WORK
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_TR1(TRFC_SGN_&_PVMT_MKG).DWG15-Oct-2020 12:14 PMPlotted onCONTINUED ONSHEET NO. 1220
SCALE: 1" = 20'
0 50 100N TRAFFIC SIGNS & PAVEMENT MARKING PLAN
NOTES:
1.ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK
SHALL BE APPLIED USING THERMOPLASTIC MATERIALS.
2.ERADICATE ALL CONFLICTING PAVEMENT MARKINGS
USING AN APPROVED MASSDOT METHOD.
3.ALL PROP SIGNS OR R&R SIGNS SHALL NOT BE
MOUNTED ON UTILITY POLES.
4.SEE SHEET 14 FOR TRAFFIC SIGN SUMMARY.
5.RETAIN ALL EXISTING SIGNS WITHIN THE PROJECT AREA
UNLESS OTHERWISE NOTED.
13
PLEASANT STREET (ROUTE 5)
(PUBLIC)FULTON AVENUE(PUBLIC)
CONZ
S
T
R
E
E
T
(PUB
LI
C
)FULTON AVENUE
DW-5
DW-4DW-3
DW-2
DW-1
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGCSAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
BICYCLE
RAMP 1
REM EX SW
PROP CEM
CONC SW
REM EX
HMA
PROP HMA
BICYCLE LANE
REM EX
HMA
PROP HMA
BICYCLE LANEREM EX
HMA
PROP HMA
BICYCLE LANE
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP VGC
(TYPE VA4)
PROP VGC
(TYPE VA4)
PROP VGC
(TYPE VA4)
PROP VGC
(TYPE VA4)
REM EX SW
PROP CEM
CONC SW
PROP VGC
(TYPE VA4)
R&D EX
VGC
R&R EX
VGC
R&R EX VGC
R&R EX
VGC
R&R EX
VGC
PROP VGC
(TYPE VA4)
R&D EX
VGC
PROP VGC
(TYPE VA4)
R&D EX
VGC
PROP FULL DEPTH
PAVEMENT
LIMIT OF FULL DEPTH
PAVEMENT TO BE
DETERMINED IN FIELD
PLEASANT STREET
ROUNDABOUT
LIMIT OF WORK
LIMIT OF WORK
BICYCLE
RAMP 2
BICYCLE
RAMP 3
BICYCLE
RAMP 4
11 12 13 1410+00 L1
PLEASANT STREET ALIGNMENT CONSTRUCTION BASELINE DATA
NUMBER
L1
STARTING
STATION
10+00.00
NORTHING
2940647.235
EASTING
352071.154
CURVE DATA LINE DATA
N9°07'51"W
802.22'
ENDING
STATION
18+02.22
NORTHING
2941439.289
EASTING
351943.849
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD5(CONSTRUCTION_PLANS).DWG15-Oct-2020 12:12 PMPlotted onCONSTRUCTION PLAN
CONTINUED ONSHEET NO. 620
SCALE: 1" = 20'
0 50 100
CONSTRUCTION NOTES:
1.EXISTING CONDITIONS INFORMATION PLAN BY NITSCH ENGINEERING SURVEY CONSULTANTS, BOSTON MASSACHUSETTS
DATED NOVEMBER 2017. HORIZONTAL DATUM = NAD83 (MASSACHUSETTS STATE PLANE COORDINATES). VERTICAL DATUM
= NAVD88
2.ALL EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED
FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATIONS ARE NOT GUARANTEED. THE CONTRACTOR WILL BE
RESPONSIBLE FOR PRESERVING ALL EXISTING PROPERTY PINS AND HIGHWAY BOUNDS AND WILL REPLACE ANY
PROPERTY PINS AND HIGHWAY BOUNDS THAT ARE DISPLACED DURING CONSTRUCTION TO THEIR LOCATION JUST PRIOR
TO CONSTRUCTION.
3.THE TERM "MEET EXIST" MEANS TO MEET BOTH THE EXISTING ALIGNMENT AND ELEVATION.
4.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS
FOR THE PROPOSED CONDITION (UTILITY POLES, SIGNS, MAILBOXES, ALONG DRIVEWAY OPENINGS, ETC.)
5.PROPOSED GRANITE TRANSITION CURBING SHALL BE USED AT ALL WHEELCHAIR RAMPS TO MEET EXISTING PAVEMENT
WHEN REQUIRED.
6.ADJUST ALL MANHOLES, HANDHOLES, AND OTHER SURFACE STRUCTURES WITHIN THE PROPOSED LIMIT OF WORK.
LEGEND:
WCR-#WHEELCHAIR RAMP IDENTIFIER
DW-#DRIVEWAY IDENTIFIER
N5
DW-9
PLEASANT STREET (ROUTE 5)
(PUBLIC)SERVICE CENTER ROAD(PUBLIC)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)
DW-8
DW-7
DW-6
WCR-4WCR-3
WCR-1 WCR-2
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
PROP CEM CONC
STREET BUFFER
R&R EX
VGC
PROP CEM CONC
STREET BUFFER
PROP HMA
BICYCLE LANE
REM EX HMA
R&D EX
VGC
PROP VGC
(TYPE VA4)
REM EX
HMA
PROP CEM CONC
STREET BUFFER
PROP HMA
BICYCLE LANE
R&D EX
VGC
REM EX SW
PROP CEM
CONC SW
R&D EX
VGC
PROP VGC
(TYPE VA4)
REM EX
HMA
REM EX
GRASSPROP HMA
BICYCLE LANE
PROP CEM
CONC PAD
PROP HMA
BICYCLE LANE
PROP CEM CONC
STREET BUFFER
R&R EX
VGC
REM EX SW
PROP CEM
CONC SW
REM EX
HMA
PROP CEM CONC
STREET BUFFER
REM EX
HMA
PROP HMA
BICYCLE LANE
REM EX SW
PROP CEM
CONC SW
REM EX SW
PROP CEM
CONC SW
R&R EX
VGC
REM EX
HMA
PROP HMA
BICYCLE LANE
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP CEM CONC
STREET BUFFER
PROP VGC
(TYPE VA4)
PROP VGC
(TYPE VA4)
PROP VGC
(TYPE VA4)
PROP VGC
(TYPE VA4)
REM EX SW
PROP CEM
CONC SW
REM EX SW
PROP CEM
CONC SW
PROP VGC
(TYPE VA4)
R&D EX
VGC
PROP VGC
(TYPE VA4)
R&D EX
VGC
PROP VGC
(TYPE VA4)
R&D EX
VGC
PROP FULL DEPTH
PAVEMENT
PROP FULL DEPTH
PAVEMENT
PROP FULL DEPTH
PAVEMENT
PROP FULL DEPTH
PAVEMENT
PROP CEM CONC
STREET BUFFER
LIMIT OF FULL DEPTH
PAVEMENT/ MILL &
OVERLAY TO BE
DETERMINED IN FIELD
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
BICYCLE
RAMP 5
BICYCLE
RAMP 6
BICYCLE
RAMP 7
BICYCLE
RAMP 8
BICYCLE
RAMP 9
BICYCLE
RAMP 1015161718 19
20
PC +02.22L1
C1
PLEASANT STREET ALIGNMENT CONSTRUCTION BASELINE DATA
NUMBER
L1
C1
STARTING
STATION
10+00.00
18+02.22
NORTHING
2940647.235
2941439.289
EASTING
352071.154
351943.849
CURVE DATA
R=2250.00' Δ 9°01'34"
L=354.45' T=177.59'
LINE DATA
N9°07'51"W
802.22'
ENDING
STATION
18+02.22
21+56.67
NORTHING
2941439.289
2941783.384
EASTING
351943.849
351860.324
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD5(CONSTRUCTION_PLANS).DWG15-Oct-2020 12:12 PMPlotted onCONSTRUCTION PLAN
CONTINUED ONSHEET NO. 5CONTINUED ONSHEET NO. 720
SCALE: 1" = 20'
0 50 100N 6
LEGEND:
WCR-#WHEELCHAIR RAMP IDENTIFIER
DW-#DRIVEWAY IDENTIFIER
SAWCUT & MEET
EXIST VGC
HOCKANUM ROAD(PUBLIC)PLEASANT ST
R
E
E
T
(
R
O
U
T
E
5
)
(PUBLIC)
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
SAWCUT & MEET
EXIST VGC
PROP CEM CONC
STREET BUFFER
PROP HMA
BICYCLE LANE
LIMIT OF MILL
& OVERLAY
STA 20+87
REM EX HMA
R&R EX
VGC
PROP VGC
(TYPE VA4)
PROP VGC
(TYPE VA4)
PROP CEM CONC
STREET BUFFER
PROP HMA
BICYCLE LANE
REM EX HMA
R&R EX
VGC
PROP VGC
(TYPE VA4)
REM EX
HMA
PROP CEM CONC
STREET BUFFER
PROP HMA
BICYCLE LANE
R&D EX
VGC
PROP VGC
(TYPE VA4)
PROP CEM
CONC SW
REM EX SWREM EX SW
PROP CEM
CONC SW
PROP FULL DEPTH
PAVEMENT
P
O
U
N
D
L
A
N
E
(
P
U
B
L
I
C
)
LIMIT OF WORK
LIMIT OF WORK
BICYCLE
RAMP 11
BICYCLE
RAMP 12
BICYCLE
RAMP 13
BICYCLE
RAMP 14
21
22
23
24
PT +56.67
24+50
L2
C1
PLEASANT STREET ALIGNMENT CONSTRUCTION BASELINE DATA
NUMBER STARTING
STATION NORTHING EASTING CURVE DATA LINE DATA ENDING
STATION NORTHING EASTING
C1
L2
18+02.22
21+56.67
2941439.289
2941783.384
351943.849
351860.324
R=2250.00' Δ 9°01'34"
L=354.45' T=177.59'
N18°09'25"W
293.32'
21+56.67
24+50.00
2941783.384
2942062.103
351860.324
351768.918
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD5(CONSTRUCTION_PLANS).DWG15-Oct-2020 12:12 PMPlotted onCONSTRUCTION PLAN
CONTINUED ONSHEET NO. 620
SCALE: 1" = 20'
0 50 100N 7
LEGEND:
WCR-#WHEELCHAIR RAMP IDENTIFIER
DW-#DRIVEWAY IDENTIFIER
PLEASANT STREET (ROUTE 5)
(PUBLIC)FULTON AVENUE(PUBLIC)
CONZ
S
T
R
E
E
T
(PUB
LI
C
)FULTON AVENUE
11 12 13 1410+00
PROJECT BEGIN
STA 10+25
N2940671.9179
E352067.1865
ADJ
RET
RET
RET
RET
RET
RET
RET
RET
RET
RET
RETRET UP RET UP RET UP
CONTRACTOR TO TEST
PIT FOR GAS LINE
PROP 8'-12"
DIP
PROP 6'-12"
DIP
PROP 2'-12"
DIP
PROP 20'-12"
DIP
PROP
CIT-3
PROP
CB-2
PROP CIT-2
PROP GI-2
PROP CIT-1
PROP GI-1
PROP
CB-1
EX DMH-1
LIMIT OF FULL DEPTH
PAVEMENT TO BE
DETERMINED IN FIELD
PLEASANT STREET
ROUNDABOUT
RET RETRET UP
RET
RET
RET
RET
RET
RET
RET
RETRET
RET
RET UP RET
RET
RET
RET
RET
RET
LIMIT OF WORK
LIMIT OF WORK
RET
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD6(DRAINAGE& UTILITY_PLAN).DWG15-Oct-2020 12:15 PMPlotted onDRAINAGE & UTILITY PLAN
CONTINUED ONSHEET NO. 1920
SCALE: 1" = 20'
0 50 100NUTILITY NOTES
1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR OWNER'S
REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT DIGSAFE
(811 OR 1-888-DIG-SAFE) A MINIMUM OF 72 HOURS PRIOR TO
ANY CONSTRUCTION TO VERIFY THE LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE
PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE
UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY
BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO
THE ENGINEER FOR RESOLUTION OF THE CONFLICT.
3.ALL MUNICIPALLY OWNED UTILITY STRUCTURES (CATCH
BASINS, DRAIN MANHOLES, SEWER MANHOLES, WATER GATES,
ETC.) SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISHED
GRADE UNLESS DIRECTED OTHERWISE.
4.THE CONTRACTOR SHALL CLEAN ALL EXISTING DRAINAGE
STRUCTURES AND PIPES THAT ARE BEING REMODELED,
ADJUSTED, OR CONNECTED TO ON THE PLANS AND SHALL
COORDINATE AND CONTACT THE SALEM DEPARTMENT OF
PUBLIC WORKS PRIOR.
5.ALL PRIVATELY OWNED UTILITY STRUCTURES (GAS GATES,
ELECTRIC/TELEPHONE MANHOLES, ETC.) SHALL BE ADJUSTED
TO FINISHED GRADE BY THE PRIVATE UTILITY COMPANY,
UNLESS DIRECTED OTHERWISE. THE CONTRACTOR SHALL
COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE
ALTERATION AND ADJUSTMENT, AS NECESSARY.
6.PROPOSED LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A
PITCH OF 1.0% (MINIMUM) UNLESS OTHERWISE NOTED.
7.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED
BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY
THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE
CONTRACTORS EXPENSE.
18
PLEASANT STREET (ROUTE 5)
(PUBLIC)SERVICE CENTER ROAD(PUBLIC)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)
15 16 17 18 19
20
PC +02.22
ADJ ADJ
ADJ
ADJ
ADJADJ
RET
RET
RETRET
ADJ
RET
RET
ADJ
RET UP RET UP RET UP RET UP
RET UP
REM EX CB &
12" RCP
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
CONTRACTOR TO TEST
PIT FOR GAS LINECONTRACTOR TO TEST
PIT FOR GAS LINE
PROP 59'-12"
DIPPROP 16'-12"
DIP
PROP 12'-12"
DIP
PROP 16'-12"
DIP
PROP 91'-12"
CPPPROP 24'-12" CPP
PROP 37'-12"
DIP
PROP 8'-12"
DIP
PROP 6'-12"
DIP PROP DMH-2
PROP AREA
DRAIN-2
PROP GI-4
PROP CB-3PROP DMH-1
PROP AREA
DRAIN-1
EX DMH-2
PROP CIT-4
PROP GI-3
PROP
CIT-3
PROP
CB-2
PROP CIT-2
PROP GI-2
RET
RET
RET
RET
LIMIT OF FULL DEPTH
PAVEMENT/ MILL &
OVERLAY TO BE
DETERMINED IN FIELD
RET
RET UP
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD6(DRAINAGE& UTILITY_PLAN).DWG15-Oct-2020 12:15 PMPlotted onCONTINUED ONSHEET NO. 18CONTINUED ONSHEET NO. 2020
SCALE: 1" = 20'
0 50 100N DRAINAGE & UTILITY PLAN
19
HOCKANUM ROAD(PUBLIC)PLEASANT ST
R
E
E
T
(
R
O
U
T
E
5
)
(PUBLIC)
21
22
23
24
PT +56.67
24+50
PROJECT END
STA 24+40
N2942052.6012
E351772.0338
ADJ
REM EX CB &
12" RCP
ADJ
PROP 72'-12"
DIP
PROP 32'-12"
CPP
CONTRACTOR TO TEST
PIT FOR GAS LINE
PROP 59'-12"
DIP
PROP 12'-12"
DIP
EX DMH-5
PROP CB-5
EX DMH-4
PROP CB-4
EX DMH-3
PROP DMH-2
PROP AREA
DRAIN-2
LIMIT OF MILL
& OVERLAY
STA 20+87
P
O
U
N
D
L
A
N
E
(
P
U
B
L
I
C
)
RET UP
RET UP
RET
RET
LIMIT OF WORK
LIMIT OF WORK
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD6(DRAINAGE& UTILITY_PLAN).DWG15-Oct-2020 12:15 PMPlotted onCONTINUED ONSHEET NO. 1920
SCALE: 1" = 20'
0 50 100N DRAINAGE & UTILITY PLAN
20
PLEASANT STREET (ROUTE 5)
(PUBLIC)FULTON AVENUE(PUBLIC)
CONZ
S
T
R
E
E
T
(PUB
LI
C
)FULTON AVENUE
11 12 13 1410+00
PROJECT BEGIN
STA 10+25
N2940671.9179
E352067.1865
PROTECT
EX TREES
1 MA
1 MA
1 MA
1 GT
1 GT
1 GT
1 CV1 CV
1 CV
1 PA 1 PA 1 PA
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT
TOLERANT MA
NATIVE SPECIES
(PERENNIAL/GRASS)
PLEASANT STREET
ROUNDABOUT
LIMIT OF WORK
LIMIT OF WORK
PROPOSED PLANTING TABLE
ABBREVIATION SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS
CV 3 CRATAEGUS
VIRIDIS
WINTER KING
HAWTHORN 2.5"UNDERWIRE TREE
GT 3 GLEDITSIA
TRIACANTHOS
IMPERIAL HONEY
LOCUST 2.5"UNDERWIRE TREE
MA 3 MAACKIA AMURENSIS AMUR MAACKIA 2.5"UNDERWIRE TREE
PA 3 PLATANUS X
ACERIFOLIA LONDON PLANE 3"CANOPY TREE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD7(LANDSCAPING_PLAN).DWG15-Oct-2020 12:16 PMPlotted onLANDSCAPING PLAN
CONTINUED ONSHEET NO. 2220
SCALE: 1" = 20'
0 50 100NPLANTING NOTES
1.CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK.
2.FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO
PLANTING.
3.ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE.
4.ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS. PLANTING DETAILS
AND SPECIAL PROVISIONS.
5.ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE.
LEGEND:
NO-MOW/NATIVE POLLINATOR STRIP
NATIVE PLANTING AREA
VEGETATED STORMWATER SWALE
21
PLEASANT STREET (ROUTE 5)
(PUBLIC)SERVICE CENTER ROAD(PUBLIC)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)WRIGH
T
A
V
ENU
E
(
PU
B
L
IC
)
15 16 17 18 19
20
PC +02.22
PROTECT
EX TREESPROTECT
EX TREES
PROTECT
EX TREES
1 GT1 MA
1 MA
1 MA1 MA1 MA 1 GT1 GT
1 GT1 GT 1 CV
1 CV
1 CV1 CV1 CV
1 EU
1 TD
VEGETATED
STORMWATER SWALE
WITH NATIVE SHRUB
PLANTINGS, SEE DETAIL
SHEET 25
NATIVE PLANTING
AREA:
DROUGHT/SALT
TOLERANT MA
NATIVE SPECIES
(PERENNIAL/GRASS)
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
LIMIT OF MILL
& OVERLAY
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT
TOLERANT MA
NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
NATIVE PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
LIMIT OF MILL &
OVERLAY TO BE
DETERMINED IN FIELD
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
PROPOSED PLANTING TABLE
ABBREVIATION SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS
CV 4 CRATAEGUS
VIRIDIS
WINTER KING
HAWTHORN 2.5"UNDERWIRE TREE
GT 5 GLEDITSIA
TRIACANTHOS
IMPERIAL HONEY
LOCUST 2.5"UNDERWIRE TREE
MA 5 MAACKIA AMURENSIS AMUR MAACKIA 2.5"UNDERWIRE TREE
EU 1 EUCOMMIA ULMOIDES HARDY RUBBER TREE 3"CANOPY TREE
TD 1 TAXODIUM DISTICHUM BALD CYPRESS 3"CANOPY TREE
PLANTING TABLESFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD7(LANDSCAPING_PLAN).DWG15-Oct-2020 12:16 PMPlotted onCONTINUED ONSHEET NO. 21CONTINUED ONSHEET NO. 2320
SCALE: 1" = 20'
0 50 100N LANDSCAPING PLAN
LEGEND:
NO MOW/NATIVE POLLINATOR STRIP
NATIVE PLANTING AREA
VEGETATED STORMWATER SWALE
22
PROTECT
EX TREE
HOCKANUM ROAD(PUBLIC)PLEASANT ST
R
E
E
T
(
R
O
U
T
E
5
)
(PUBLIC)
21
22
23
24
PT +56.67
24+50
PROJECT END
STA 24+40
N2942052.6012
E351772.0338
PROTECT
EX TREES
PROTECT
EX TREES
PROTECT
EX TREE
1 CV
1 GT
1 TD1 TD
1 TD
LARGE VEGETATED
STORMWATER SWALE WITH
NATIVE SHRUB PLANTINGS,
SEE DETAIL SHEET 25
NATIVE PLANTING
AREA:
DROUGHT/SALT
TOLERANT MA
NATIVE SPECIES
(PERENNIAL/GRASS)
LIMIT OF MILL
& OVERLAY
STA 20+87
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
PLANTING AREA:
DROUGHT/SALT TOLERANT
MA NATIVE SPECIES
(PERENNIAL/GRASS)
P
O
U
N
D
L
A
N
E
(
P
U
B
L
I
C
)
LIMIT OF WORK
LIMIT OF WORK
PROPOSED PLANTING TABLE
ABBREVIATION SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS
CV 1 CRATAEGUS
VIRIDIS
WINTER KING
HAWTHORN 2.5"UNDERWIRE TREE
TD 2 TAXODIUM DISTICHUM BALD CYPRESS 3"CANOPY TREE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
LOWER PLEASANT STREET
26
STATE
MA
PROJECT FILE NO.
-
TOOLE-60187
60187_HD7(LANDSCAPING_PLAN).DWG15-Oct-2020 12:16 PMPlotted onCONTINUED ONSHEET NO. 2220
SCALE: 1" = 20'
0 50 100N LANDSCAPING PLAN
LEGEND:
NO MOW/NATIVE POLLINATOR STRIP
NATIVE PLANTING AREA
VEGETATED STORMWATER SWALE
23
KEYES STREETBRATTON COURTMAIN
S
T
R
E
E
T NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144
2 5EXISTINGCONDITIONSPLAN OF LAND INVILLAGE OF FLORENCENORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORCITY OF NORTHAMPTON
NORTH
MA
IN
S
T
R
E
E
T
MAIN
S
T
R
E
E
TPARK STREETMEADOW ST
R
E
E
T NORTH MAPLE STREETMAPLE STREETPARKSTREETNORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-51441 5EXISTINGCONDITIONSPLAN OF LAND INVILLAGE OF FLORENCENORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORCITY OF NORTHAMPTON
KEYES STREETBRATTON COURTMAIN
S
T
R
E
E
T NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144
2 5EXISTINGCONDITIONSPLAN OF LAND INVILLAGE OF FLORENCENORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORCITY OF NORTHAMPTON
WILDER PLACECHESTNUT STREETCHESTNUT STREETMAIN
S
T
R
E
E
T NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144
3 5EXISTINGCONDITIONSPLAN OF LAND INVILLAGE OF FLORENCENORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORCITY OF NORTHAMPTON
SOUTH MA
IN
STREETPLYMOUTH AVENUELOCUST STREE
T SUMNER AVENUEFAIRFIELD AVENUETRINITY ROWPINE
S
T
R
E
E
T NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144
4 5EXISTINGCONDITIONSPLAN OF LAND INVILLAGE OF FLORENCENORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORCITY OF NORTHAMPTON
SUMNER AVENUEFAIRFIELD AVENUETRINITY ROWSTRAW AVENUEBERKSHIRE TERRACELOCU
S
T
S
T
R
E
E
T NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144
5 5EXISTINGCONDITIONSPLAN OF LAND INVILLAGE OF FLORENCENORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORCITY OF NORTHAMPTON
(4) W11-2
(2)W16-7pL
(2) W16-7pR
FLUORE-
SCENT
YELLOW
GREEN
SK-01
20081145.C71
1/6/2021CITY OF NORTHAMPTON
IMPROVEMENT AREA #1
HIGGINS WAY PROJECT CLOSE OUT
NORTHAMPTON MASSACHUSETTS
1" = 30'
1550 MAIN STREET, SUITE 400
SPRINGFIELD, MA 01103
413.452.0445
www.fando.com
SEALSEAL SCALE:
DATUM:
VERT.:
HORZ.:
VERT.:
HORZ.:
PROJ. No.:
DATE:MS VIEW: LAYER STATE: DATENo.DESCRIPTION DESIGNER REVIEWERFile Path: J:\DWG\P2009\1145\C71\Civil\Plan\20091145C71_SK01.dwg Layout: 24X36 SK 01 Plotted: Tue, January 12, 2021 - 11:22 AM User: mtaylorPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: MADOT-D.STB
Landscape ArchitectureLand SurveyingPlanningCivil EngineeringPrepared by:Sheet IndexDatePrepared for:OLANDER DRIVE EXTENSIONApplicantCITY OF NORTHAMPTONOFFICE OF PLANNING & SUSTAINABILITY210 MAIN STREETNORTHAMPTON, MA 01060OwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469Location PlanScale 1"=250'Village HillNORTHAMPTON, MASSACHUSETTSLocation PlanScale 1"=1200'MEMORIAL PARKSITE CONSTRUCTION DOCUMENTS4 Allen Place NorthamptonMassachusetts 01060www.berkshiredesign.comBerkshireGroupDesignMay 20, 2020ISSUED FOR REBIDLOT 13AOLANDER DR. EXT.MULTI-USEPATHCONNECTIONC-1OVERALL PLANC-2OLANDER DR. EXTENSION LAYOUTC-3 OLANDER DR. EXT. GRADING AND UTILITYC-4MEMORIAL PARKC-5TRAIL CONNECTIONC-6.1-6.2 DETAILSWF-1.0WATER FEATURE PLAN LAYOUTWF-2.0WATER FEATURE MECHANICAL DETAILSWF-3.0WATER FEATURE PUMP SYSTEM DETAILS
GGGGGG//////Lot 13-A
41.0 Acres
1784204.8 Sq. Feet ±
Ford
C
r
o
s
si
n
g
Olander
Dr
ive231231232232232231231231232233234229228216217218219221222223224226227228229231232233
2
3
4
2
3
6
2
3
7
2
3
8
2
3
9
239238237236234
233
232
232
233
234
236
237
2
3
2
2
3
1
22
9
22
8
221 2182172192
1
6
231
22
7
22
6
228
2
2
1
2
2
3
2
2
2
22
4
2
1
6
2
1
9
2
1
7
2
1
8
21
1
2122132
1
4
2
0
6
2
0
7208209 2012
0
2
2
0
3
2
0
4
196
197
198
19
9
193
194
192
193
1
9
1
1
9
8
1
9
9 201203204202203202 2012042072062082092282272292262222232212242162
1
9 2172182142
1
1
2
1
2
2132262292
2
7
2
2
8 22422122222321621221321421120920820720620120220320419919919719819623
0
2
3
0 2302252202152102052002302302302352302
3
5
240
235
235230 2202152252202302252202
1
5 210210205205200
22
5
2
2
0
2
1
5
21
0
2
0
5
20
0
195
190
185
180
175
170
165
200
19
5
190
2
0
0
205210215220225180
185
190
2202152102052152102
06
20720820921121220120220420320920820720621221121321020520021020521520020020020020019619619819619819819020020220420620019820221020521522023
0
222
2232
2
4
22
5
2
2
6
227MEMORIAL PARK
OLANDER DRIVE EXTENSION
MULTI-USE PATH CONNECTION
PROPOSED NORTH COMMONS
(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 4, 2020
1" = 50'
LC
CC/JS
OVERALL PLAN
0 1005025 150
FOR CONSTRUCTION
//////////////////////////////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 4, 2020
1" = 10'
LC
CC/JS
MULTI-USE PATH
CONNECTION
0 20105 30
FOR CONSTRUCTION
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),
PANICLEDLEAF 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).
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 ETDEPTH OF FOUNTAIN WALL
TO BE VERIFIED IN FIELD.
ROPOSED 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.
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.
91 OLANDER DR.
OLANDER DR.
IN SOD AREAS ON PRIVATE PROPERTY,
TRENCH SHALL BE CUT WITH SOD
CUTTER AND RESTORED WITH TOPSOIL
AND NEW SOD.
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
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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 4, 2020
AS NOTED
LC
CC/JS
MEMORIAL PARK
SITE PLAN
0 20105 30
FOR CONSTRUCTION
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.
2.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.
3.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.
4.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE CITY OF
NORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION.
5.ALL DIMENSIONS, ELEVATIONS AND LAYOUT SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO BEGINNING WORK.