Landscape Improvements to Monmouth Park

LANDSCAPE IMPROVEMENTS TO
MONMOUTH PARK
PW/25-10
Brookline, MA

MONMOUTH
STREET
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DIG SAFE
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BEASON
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LOCUS
LOCUS MAP
NOT TO SCALE

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DATE:
SCALE: 1/8" = 1' - 0"
DWN BY: AJK
CKD BY: JW, RK
PROJ. # : PW/25-10
AM
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LEGEND
X X CONSTRUCTION FENCING
R&D
CURBING OR WALL TO BE REMOVED FENCE TO REMAIN, PROTECT
BIT CONC.
TREE PROTECTION FENCING
BLUESTONE PAVING TO BE REMOVED (STOCKPILE)
PAVING TO BE REMOVED
PLANTING TO BE REMOVED CATCH BASIN TO REMAIN
(PROTECT) PROVIDE SILT SACK
PEASTONE TO BE REMOVED
R&D CURB
TREE TO REMAIN AND BE PROTECTED, HANDWORK ONLY UNDER DRIPLINE
R&D PEASTONE X
INDIVIDUAL TREE PROTECTION FENCE
X
TREE TO BE REMOVED
R&D, TRASH RECEPTACLE
ITEM TO BE REMOVED OR STOCKPILED
R&S BENCH (TYP.) X
R&D PLANTING
X
GRANITE POST TO
DEMOLITION AND SITE PREPARATION NOTES X X X REMAIN (PROTECT)
X X
X
1. THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING
ACCESS TO BE
SITE FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE
MAINTAINED TO PLAY
CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR SHALL X
STRUCTURE
ALSO INCLUDE IN THE BID THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY
ARE SCHEDULED TO REMAIN AS PART OF THE FINAL SITE IMPROVEMENTS. REFER TO
X GRANITE POST TO
PLANS TO DETERMINE EXCAVATION, DEMOLITION AND TO DETERMINE THE LOCATION
REMAIN (PROTECT)
OF THE PROPOSED SITE IMPROVEMENTS.
WALL TO REMAIN
2. THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR (PROTECT) LIGHT TO REMAIN
(PROTECT)
REMOVAL AND TO RETAIN OWNERSHIP OF SUCH MATERIALS. IF THE OWNER RETAINS
ANY MATERIAL THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO EXISTING SHRUB TO
HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONAL COST. REMAIN (PROTECT)
3. UNLESS SPECIFICALLY NOTED TO BE SAVED / STOCKPILED (R&S) OR REUSED /
RELOCATED (R&R), ALL SITE FEATURES CALLED FOR REMOVAL (R&D) SHALL BE
REMOVED WITH THEIR FOOTINGS, ATTACHMENTS, BASE MATERIAL, ETC, TRANSPORTED
WALL TO REMAIN
FROM THE SITE TO BE DISPOSED OF IN A LAWFUL MANNER AT AN ACCEPTABLE
DISPOSAL SITE AND AT NO COST TO THE OWNER. STEP TO REMAIN (PROTECT) (PROTECT) R&S
CONC. LANDING BENCH (TYP.)
4. ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE TO REMAIN (PROTECT)
CONSTRUCTION PERIOD. ANY FEATURES DAMAGED DURING CONSTRUCTION
OPERATIONS SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE
R&D PLANTING
OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST.
R&D SLATE EDGE
5. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING SHRUB TO
R&S SCULPTURES IN CONCRETE PATH
EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILL REMAIN (PROTECT)
AND SHALL TAKE WHATEVER MEASURES NECESSARY, AT THE CONTRACTOR'S EXISTING BLUESTONE PAVING
EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILL REMOVE AND STOCKPILE
MATERIALS SHALL BE PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE R&D PLANTING
REQUIRED FOR THE INSTALLATION OF THE REMAINDER OF THE CONTRACT WORK.
6. IT SHALL BE THE CONTRACTOR'S OPTION, WITH AGREEMENT OF THE OWNER, TO REUSE
R&S BENCH (TYP.)
EXISTING GRAVEL PAVEMENT BASE COURSE IF IT MEETS THE REQUIREMENTS OF THE
SPECIFICATIONS FOR GRAVEL BORROW.
R&D TRASH
7. STRIP & STORE EXISTING TOPSOIL FOR LATER REUSE WHERE APPROPRIATE, AND AS RECEPTACLE
X
NOTED ON PLAN, WITH APPROPRIATE EROSION AND SEDIMENT CONTROLS. NO TOPSOIL
OR LOAM SHALL BE REMOVED FROM THE SITE UNLESS DIRECTED BY THE OWNERS REP.
X
8. LOAM / TOPSOIL DESIGNATED FOR REUSE AS GENERAL FILL SHALL BE BLENDED WITH
SUITABLE BORROW MATERIAL AS SPECIFIED. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS. FENCE TO REMAIN, PROTECT
X
9. TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED BY CONTRACTOR AND
APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION. EXAMPLED OF
ALL TREES TO BE REMOVED ON THE SLOPE BEHIND THE EXISTING STONE WALL ARE TO ACCESSIBLE ROUTE TO
BE REMOVED VIA CRANE FROM STREET LEVEL. ALL TREE TRUNKS ARE TO BE GROUND
BE MAINTAINED X
OUT TO BELOW FINISH GRADE.
5' WIDE HMA
EXACT LOCATION TBD IN
10.THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN. CONTRACTOR SHALL X
FIELD BY CONTRACTOR
INSTALL TREE PROTECTION BARRIER PRIOR TO CONSTRUCTION AND TAKE DUE CARE
TO PREVENT INJURY TO TREES DURING CLEARING AND CONSTRUCTION OPERATIONS.
X
ALL EARTHWORK WITHIN THE DRIP-LINE OF TREE TO BE SAVED SHALL BE DONE BY
HAND.
X
X
11.THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS X X X X X X X X X X X X DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED
MATERIALS AND EQUIPMENT SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. UNDER NO CIRCUMSTANCES SHALL MATERIALS OR EQUIPMENT BE
L-1
STORED WITHIN THE DRIP LINE OF EXISTING TREES TO REMAIN.
12.CONTRACTOR SHALL PROTECT WORK AREAS OUTSIDE CONSTRUCTION FENCE AND
GRANITE POST TO 03/11/26
TREES NEAR OUTSIDE WORK AREAS.
REMAIN (PROTECT)
13.ALL BENCHES ARE TO BE REMOVED BY THE CONTRACTOR AND REFURBISHED BY THE R&D BIT. CONC
TOWN OF BROOKLINE. CONTRACTOR TO COORDINATE THE DELIVERY OF BENCHES TO N
THE DPW YARD.
0' 4' 8' 16' 24'
X
X
X
X
X
X
X
X
CONSTRUCTION
FENCE WITH GATE
X X X X X X X X X
X
X
X
X
X
X
X X
X
X
25' FEET OF FENCE WITH
GATE TO BE REMOVED FOR
CONSTRUCTION, REINSTALL
AT END OF PROJECT
ACCESS TO THIS DOOR IS
TO BE PROVIDED AT ALL
TIMES. PHASE PROJECT TO
ENSURE ACCESS, BUILD
TEMPORARY PATHS AND
RAMPS AS REQUIRED X
X
X
X
X
X
EXISTING COPPER
WATER LINE
(PROTECT)
X X X X
X
X
X
X
X
X
X X
PROVIDE SILT SACK
CONSTRUCTION FENCE
WITH GATE
KRAP
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LOW
DATE:
SCALE: 1/8" = 1' - 0"
DWN BY: AJK
CKD BY: JW,RK
PROJ. # : PW/25-10
KRAP
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LEGEND
GRANITE PAVING
1
BITUMINOUS
L-6
BITUMINOUS CONCRETE PAVING CONCRETE PAVING
8 GRANITE CURB STONEDUST PAVING L-6
CONCRETE PAVING
WALL TO REMAIN (PROTECT)
CURB
BENCH - REPAIR EXISTING
TRASH RECEPTACLE
BIKE RACK
RADIUS POINT
3
BIKE RACK
L-6.1
8
'-
4
"
1 REFURBISHED BENCH
8 L-6.1
GRANITE CURB ON CONCRETE PAD L-6
(TYP.)
1 1 '- 2 1 NEW CONCRETE "
L-6
PAVING
7 '- 8
21
"
11
TRASH RECEPTACLES
L-6
ON CONCRETE PAD
3
BIKE RACK ON
L-6.1 CONCRETE PAD
2 7 '- 8 1
" BITUMINOUS
L-6
CONCRETE PAVING
4'-0"
1'-10" 4'-0"
2
CONCRETE
L-6
PAVING
8
GRANITE CURB L-6
11
TRASH RECEPTACLE
L-6
1 RELOCATE EXISTING
BITUMINOUS
L-6 LITTLE LIBRARY
CONCRETE
L-2
PAVING
03/11/26
0' 4' 8' 16' 24'
"0-'3
1"
15'-102
1 2'-4 "
2
25 degrees@ R10'
59 degrees@
R 20'-8"
ALIGN WITH EXISTING
2'-9" GRANITE POST
R10' 4'-4"
@
64 degrees
7 '-
0 "
" 7 0'-
1
" 4
9'-
3
"
6
5'-
1
R30'
@
64 degrees
1
13'-6 "
2
6
'- 0
"
6'
"6-'3
4'-0"
TYP
5'
7'-0"
TYP
5'
7'-10"
4 '
9 '-
4
21
"
2 8 '-
8
"
4'-10"
3'-10" 1
4'-2" 35'-11 2 "
1
2
'-
5 8
'-
2
"
1
5'-4 "
2
R12'
3'-6"
9'-1" 9'-0"
1" 2
0 4' - 9 3 degrees 9
0 degrees
4'-0"
1
21'-6 "
2
1 2
"
90 degrees
MEET EXISTING
5
PADS '-0 "
34 degrees@
R15-21 2 "
@ 2 3 degrees 012 " P.O.B. CONC PAD AND 3 0- R
DRIVEWAY
9" 2'-
P.O.B PATH
9
GRANITE
L-6
EDGE
6
GRANITE PAVING
L-6 ON CONCRETE
3'-6"
2
" NEW BULLETIN "6
6'-
0
1
0'- L-6.1
BOARD =
R
1 7 4'-4 " 2 GRANITE PAVING
L-6 1
ON SAND 2'-8 2 "
9 3
degrees 9
@
R =
1
0' '-
0
" = R
1 0 ' 1 degrees @ 5'-10 2 1 " 7
12'-4"
7 2'-0" '-
1
0 1 21
2 " '- 2
21 "
5
'-
0 "
BEGIN PAVER LAYOUT
HERE
STONEDUST PAVING WITH
GRANITE PLANTING EDGE
P.O.B. DRIVEWAY
AND PATIO 2
CONCRETE PAD
L-6
N
"6-'3
6
L-6
1
L-6
10 L-6
2
L-6
4,8,9
L-6
1
L-6.1
11
L-6
3
L-6.1
NOTES
1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH
THEY ARE MEASURED UNLESS OTHERWISE INDICATED.
2. ALL PAVEMENT, SURFACING, AND SITE FEATURES SHALL BE STAKED OUT BY THE
CONTRACTOR FOR REVIEW BY THE ENGINEER PRIOR TO THE START OF WORK. 1 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY 1'-6 " 2 DISCREPANCY IN THE SITE SURVEY TO THE ENGINEER PRIOR TO THE START OF WORK.
0"
69 degrees@ 6'-
4. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL NOTIFY ALL R6' UTILITY COMPANIES IN ACCORDANCE WITH THE "DIG SAFE" NOTIFICATION PROCEDURES
PROMOTED BY RESPECTIVE UTILITY COMPANIES. THE "DIG SAFE" TELEPHONE NUMBER FOR
MASSACHUSETTS IS 1-888-344-7233.
5. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AT NO COST TO THE TOWN.
6. CONTRACTOR SHALL BLEND NEW EARTHWORK AND PAVING SMOOTHLY INTO EXISTING,
PROVIDING VERTICAL CURVES OR ROUNDING AT ALL TOP AND BOTTOM OF SLOPES.
7. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES AND WITHIN DRIP LINE OF TREES
DESIGNATED TO REMAIN SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY
DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION
OPERATIONS AT NO COST TO THE UTILITY COMPANIES OR THE TOWN. ANY DAMAGE TO TREE
ROOTS INCURRED BY THE CONTRACTOR SHALL BE COMPENSATED AS DESCRIBED IN THE
SPECIFICATIONS. 8'-0"
3'-6"
TYP.
2
CONCRETE PAD L-6
FOR SCULPTURES
P.O.B PATH
3 '-
1
1 "
10
L-6
1 "
9-'8
2
1
36'-0 "
2
@
degrees5' 0= 5R
1"
02 1 2'-
1
@
degrees5'
0= 5R
8'-6"
"
9 - 3'
RIVERSTONE
8
R5 degrees 3@
1 '
CRUSHED STONE
L-6.2 0 "
WITH PERF PIPE 1 7 6'-
2
degrees
6
'-
1
0
STEPS AND LANDING "
TO REMAIN (PROTECT)

LOW LOW LOW LOW + LO T W C/BC L : O 1 W 9.53 LOW LOW LOW LOW LOW LOW LOW LOW +L1OW8.65
LO
W LO W
1
9
LO
W LO
W
TC:20.00
LO W
++
BC:19.60 LO
W
LO
W LO
W
TC:MEET EX.
LO W +BC:19.81 LO
W
LO
W LO W LOW +(18.95)
TC/BC: LOW W
LO W + 20.00 + 19.90 LO W LOW LOW L O
LOW +
18.86
LO W + + 19.98 + 19.73 19.49 + LO W LOW
LOW
W
OL
20.00 LOW
1
LO 9 + LO W(18.82)
W
+ +
LO
20 (19.83) (19.89) (19.02)
+
LO
W
W
20.17 M
Ex
a
.
tch + LOW + LOW L + OW 20.21 + 19.50 LO W (18.36
LO
W ) + +L1OW8.30 LOW LOW
(20.00) 19.56 LOW
+ + + LOW (20.09) LO W LO W LOW LOW
LOW
LO
W 17.72
+
17.56
+
LO
W
+19.50
LOW
LOW
LOW LOW
LOW
LOW + 18.27
17. + 69
+ +
LO W
(17.48)
17.55
(19.63)+
LO
W
17.81+ 17.88
+
+17.83 LO
W
17.98+ 17.72 17.60 + + LO W(17.54)
+ + 19.66 +19.58 + 17.91 LO
W
0
2
1
8
17.78+ LO
W
LO
W
LO
18.60 W +
19.85
(20.07)+ + +19.78 +18.54
+ + LO W
(21.07)
LO
W
(20.97)
BC:(21.01)
19.85
TC:21.34 + + + +19.81 18.78+ LO
W
18.82 + LO W
+18.76
LO
W
20
LO
W
LOW
LO
W
LOW
LOW 20.57 + TC:20.64 + + 20.27 19.11 + 1 9 LO
W
LO BC:20.31
W
19.02+
20.46 LO
W
LO W + + 20.42 20.16 + 20.05 + +19.00
LO
W
20.46 + 20.25 + +20.18 19.47
+
19.11+
LO
W
19.95+ +19.25 + 19.08 LO W
LO 2 0 W
19.38
+ +19.20 LO
TC:20.20 W
LO W 20.30 + +20.30 + 20.02 19. + 99 T
B
C
C
:
:
2
2
0
0
.
.
3
0
B 3
0
C:19.87 + 19.84 + 19.73 19.61 + +19.58 +
19.33
LO
W
LO
W
+ TC:20.
T
4
C
1
:20.25
+ +
BC:
+ +
TC:2
T
0
C
.2
:2
5
0.00 +
+ +
+ 19.70 19.60+
+19.53
W
OL
LO W BC:19.91 19.75 BC:19.75
+TC:20.35 19.62+ 19.63 + + O W
L BC:19.85
LO
W TC:19.98
W
19.47 BC:19.65 L O
19.49+ + +
LO
W
19.44
LO W
W LO LO
W
LOW
LO
19.35
+ +
19.34 19.29
+
LOW
W LOW LOW LOW + L 1 OW 9.62 LOW LOW LOW LOW LO 1 W 9.31 + LOW LOW 19.2 L 6 O + W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW
DATE:
SCALE: 1/8" = 1' - 0"
DWN BY: AJK
CKD BY: JW/RK
PROJ. # : PW/25-10
KRAP
HTUOMNOM
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STNEMEVORPMI
EPACSDNAL
AM
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&
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GRADING NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE
GROUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE
ARCHITECT PRIOR TO THE START OF WORK.
2. ALL GRADING IS TO BE SMOOTH AND CONTINUOUS WHERE PROPOSED
SURFACE MEETS EXISTING SURFACE, BLEND THE TWO PAVEMENTS AND
ELIMINATE ROUGH SPOTS AND ABRUPT GRADE CHANGES AND MEET LINE AND
GRADE OF EXISTING CONDITIONS WITH NEW IMPROVEMENTS.
3. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE (1.25% MINIMUM) AWAY
FROM ALL FOUNDATIONS AND STRUCTURES.
4. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY PITCHED TO DRAIN,
WITH NO SURFACE WATER PONDING OR PUDDLING.
5. ALL NEW WALKWAYS / ACCESS PATHS MUST CONFORM TO CURRENT
AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS AND THE AMERICANS
WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND
FACILITIES (ADAAG), LATEST EDITION. IN CASE OF CONFLICT BETWEEN
REGULATIONS, THE GUIDELINES PROVIDING GREATER ACCESS SHALL APPLY.
6. MINIMUM SLOPE ON ALL WALKWAYS WILL BE 1:100 OR 1% TO PROVIDE POSITIVE DRAINAGE. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE
REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK.
WALKWAYS SHALL MAINTAIN A CROSS PITCH OF NOT MORE THAN ONE POINT
EIGHT (1.8%) PERCENT AND THE RUNNING SLOPE (PARALLEL TO THE DIRECTION
OF TRAVEL) BETWEEN 1% MIN. AND 4.75% MAX. UNLESS OTHERWISE NOTED.
7. ALL UTILITY GRATES, COVERS OR OTHER SURFACE ELEMENTS INTENDED TO BE
EXPOSED AT GRADE SHALL BE FLUSH WITH THE ADJACENT FINISHED GRADE
AND ADJUSTED TO PROVIDE A SMOOTH TRANSITION AT ALL EDGES.
8. WHERE NEW EARTHWORK MEETS EXISTING EARTHWORK, CONTRACTOR SHALL
BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDS AT ALL TOP AND BOTTOM OF SLOPES.
9. WHERE A SPECIFIC LIMIT OF WORK LINE IS NOT OBVIOUS OR IMPLIED, BLEND
GRADES TO EXISTING CONDITIONS WITHIN 5 FEET OF PROPOSED CONTOURS.
10. RESTORE ALL DISTURBED AREAS AND LIMITS OF ALL REMOVALS TO 6" OF LOAM
AND SEED (L&S) AS SPECIFIED UNLESS OTHERWISE NOTED.
L-3
N 03/11/26
0' 4' 8' 16' 24'
%9.2
CONNECTION
TO EXISTING
CB INV:16.26
8" HDPE
L=5.25
S=1.00%
DRAINAGE MH
RIM:19.45
INV IN (PERF PIPE):17.32 INV IN(RDRAIN):17.91
% 5 INV OUT:16.31
2.
1.2%
4" HDPE
L=6.30' % S=1.00% 7
1.
4" HDPE L=38.75 4
S=1.50% .5
%
RDRAIN #1 INV:18.50 RDRAIN #2
INV:18.50
6" HDPE
L=9.10'
1.8%
S=1.00%
6" PERF HDPE
L=33.70' UTILITY NOTES
S=1.00% AREA DRAIN
RIM:19.49' INV OUT: 17.49'
1. ALL WORK RELATING TO INSTALLATION, RENOVATION OR MODIFICATION OF WATER, DRAINAGE AND/OR SEWER SERVICES SHALL BE PERFORMED IN INV:17.66'
ACCORDANCE WITH THE STANDARDS OF THE TOWN OF BROOKLINE.
2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL
NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH THE 'DIG SAFE'
NOTIFICATION PROCEDURES PROMOTED BY RESPECTIVE UTILITY COMPANIES.
THE 'DIG SAFE' TELEPHONE NUMBER FOR MASSACHUSETTS IS 1-888-344-7233
3. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES 1.0%
AND WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY
HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES
OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST
TO THE TOWN. ANY DAMAGE TO TREE ROOTS INCURRED BY THE CONTRACTOR
SHALL BE COMPENSATED AS DESCRIBED IN THE SPECIFICATIONS.
4. SEE EXCAVATION, BORROW AND BACKFILL SECTION OF SPECIFICATIONS FOR
SPECIFIC EXCAVATION AND FILLING PROCEDURES. 1 .5
%
5. SEWER AND DRAIN WORK INSTALLER SHALL BE LICENSED BY THE TOWN OF CONCRETE
BROOKLINE DEPARTMENT OF PUBLIC WORKS WATER AND SEWER DIVISION. PAD FOR ART,
4" REVEAL ON LOCATE IN
CURB FIELD
%
1
.
RDRAIN #3 4
RDRAIN #4
INV:18.11
INV:18.75
4" HDPE: 4" HDPE:
L:24.70' L:11.54'
SLOPE:1.00% SLOPE:1.00%
%
8
.
1
1.5% %
% 8
CONCRETE 6 .1 LEACHING CB . 1 1 . PAD FOR ART, RIM:20.00 % 5 %
LOCATE IN INV RDRAIN#3: 18.00 8
FIELD INV RDRAIN#4: 18.50 . 1
1.2%
%
5
.
4
%
6
.2
%
6
.1
%
5
7
.1
CONCRETE
PAD FOR ART,
LOCATE IN
FIELD

LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW
LO
W
OL
W
1 LO 9
W
OL
W
LO
W
OL
W
LO
W
OL
W
LO
W OL
W
LO
W
OL
W
LOW
LO
W
LOW
W
W OL LOW LOW L O
LOW
LO
W
W
OL LOW
LOW
W
OL
LOW
LO
W LO
W
20
LO
W LO
W
LOW LOW LOW
LO LOW
W
LO
W
LOW
LOW
LOW LOW
LO
W
LO
W LOW
LOW
LOW
LO W
W
OL
LOW
LOW
LOW
LOW LOW
LOW
W
OL
OL
W
OL
W
OL
W
OL
W
OL W
OL
W
OL
W
OL
W
OL
I W
I W
OL
I W OL
OL
W
OL
W
I
LOW
LOW
LOW OL
W
1 9
W
OL
I OL
W
OL
W OL
W
I
OL
W OL
I W
OL
W OL
W
OL
W OL
W
OL
W OL
W
W OL OL
W
OL W
W O
L
W
OL
L
O W
W
OL
LO
W
W
LO
OL LOW
W
LOW
LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW
I
1
9
E
I
I
I
0 2
I 1 8
I
I
I
I I
I
I
I
I
I
20
I
I
I
I
I
I
F
I
I
I
0
2 I
I
I
I
I I
I I
I
I
I
DATE:
SCALE: 1/8" = 1' - 0"
DWN BY: AJK
CKD BY: RK,JW
PROJ. # : PW/25-10
AM
,enilkoorB
nalP
noitagirrI
L-4
03/11/26
N
0' 4' 8' 16' 24'
KRAP
HTUOMNOM
OT
STNEMEVORPMI
EPACSDNAL
LEGEND
ISOLATION GATE VALVE (MAINLINE)
ELECTRIC ZONE VALVE (24 VOLTS)
I IRRIGATION LATERAL: CLASS 200 PVC LATERAL PIPING 1"
MP3000 ROTARY NOZZLE ON PROS-XX-PRS40-CV
SPRINKLER
10
HUNTER PRO SERIES SPRAY SPRINKLER (10') NOZZLE DRIP IRRIGATION ZONE VALVE
L-6.3
IRRIGATION MAIN LINE: CLASS 200 PVC MAINLINE PIPING
1-1 " (NEW OR REUSE EXISTING IF POSSIBLE)
2
CLASS 200 PVC PIPE SLEEVE, INSTALL SCH-40 PVC WIRE
CONDUIT ADJACENT TO ALL MAINLINE PIPE SLEEVES,
12
MINIMUM WIRE CONDUIT SIZE TO BE 2-INCH. SEE NEW ELECTRICAL LINE
L-6.3 SLEEVING DETAIL
DRIP IRRIGATION LINE
F BLOWOFF VALVE EXISTING ELECTRICAL
CABINET, REUSE
E ELECTRIC LINE
W WATER LINE
NOTES
1. IF FEASIBLE, REUSE EXISTING IRRIGATION MAINLINE TO THE EXTENT POSSIBLE, REPAIR OR REPLACE AS
NEEDED.
2. ALL WORK RELATING TO INSTALLATION, RENOVATION OR MODIFICATION OF WATER, DRAINAGE AND/OR
SEWER SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE TOWN OF
BROOKLINE.
3. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES IN ACCORDANCE WITH THE 'DIG SAFE' NOTIFICATION PROCEDURES PROMOTED BY
RESPECTIVE UTILITY COMPANIES. THE 'DIG SAFE' TELEPHONE NUMBER FOR MASSACHUSETTS IS
1-888-344-7233
4. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES AND WITHIN DRIP LINE OF EXISTING COPPER LINE,
TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO
PROTECT
EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST
TO THE TOWN. ANY DAMAGE TO TREE ROOTS INCURRED BY THE CONTRACTOR SHALL BE COMPENSATED 6
ROTARY NOZZLE
AS DESCRIBED IN THE SPECIFICATIONS. L-6.3
SPRINKLER HEAD (TYP.)
5. ELECTRICAL PERMIT IS REQUIRED. ELECTRICAL CONDUIT AND WIRING SHALL BE INSTALLED BY A EXISTING WATER
LICENSED ELECTRICIAN. CONNECTION
6. COORDINATE FINAL LOCATION OF ALL SPRINKLERS AND NOZZLES WITH THE LANDSCAPE AND SITE
CONDITIONS. ALL FIELD CHANGES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
7. ALL PIPE AND VALVE LOCATIONS ARE DIAGRAMMATIC, CONTRACTOR TO VERIFY IN FIELD PRIOR TO
5 INSTALLATION.
ZONE VALVE
L-6.3
8. ALL VALVE CONTROL AND COMMON WIRE TO BE #14 GAUGE SINGLE STRAND, COLOR CODED AS
SPECIFIED. ALL WIRE CONNECTIONS TO BE 3M DBY WATERPROOF SPLICE KIDS MADE ONLY IN VALVE
BOXES.
9. QUICK COUPLING VALVES TO BE INSTALLED ON 1 INCH PVC PREFABRICATED, O-RING SWING JOINT WITH
BRASS INSERT AS PER DETAIL.
10.ALL SPRINKLERS TO BE INSTALLED ON FLEXIBLE SWING PIPE ASSEMBLY WITH BARBED ELBOWS. MIN. 8
SWING PIPE LENGTH 6" MAX. 19" 11 L-6.3 PVC SLEEVE ALL PIPES
DRIP IRRIGATION UNDER PAVING L-6.3
11.POINT OF CONNECTION IS A 3 " DOMESTIC WATER LINE IN THE BUILDING'S BASEMENT.
4
12.ALL IRRIGATION LINES AND HEADS ARE SHOWN SCHEMATIC. CONTRACTOR IS TO INSTALL IRRIGATION
HEADS AND LINES TO ENSURE THAT THE OPEN GRASS AREAS HAVE FULL COVERAGE.
13.LOCATE CONTROLLER IN CABINET AS DIRECTED BY ENGINEER.
14.ADJUST SPRINKLER ARCS TO KEEP WATER OFF OF ROADS, SIDEWALKS, AND PATHS.
15.THE CONTRACTOR IS RESPONSIBLE FOR PRECISE SYSTEM SCHEDULING UPON COMPLETION, IN
CONJUNCTION WITH SYSTEM OPERATOR TRAINING.
11
DRIP IRRIGATION
16.ALL VALVE BOXES SHALL BE INSTALLED WITH THE COVER LEVEL, AT GRADE, IN MULCHED PLANTING BEDS L-6.3 7
SPRAY SPRINKLER HEAD
BLOW-OFF VALVE
WHERE POSSIBLE. L-6.3
(TYP.)
17.REPORT INADEQUATE PRESSURE TO THE LANDSCAPE ARCHITECT OR PROJECT ENGINEER.

LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW
LO
W
OL
W
LO
W
OL
W
LO
W
OL
W
LO
W
OL
W
LO
W
OL
W
LO
W
OL
W
LOW
LO
W
LOW
W
W
OL
LOW LOW L
O
LOW
LO W W OL LOW LOW W OL
LOW
LO
W LO
W
LO
W LO
E W
LOW LOW LOW
LO LOW
W
LO
W
LOW
LOW
LOW LOW
LO W
LO
W LOW
LOW
LOW
LO W
W
OL
LOW
LOW
LOW
LOW LOW LOW W OL
OL
W
OL
W
OL
W
OL
W
OL
W
OL
W
OL
W
OL
W
OL
W
OL W
OL W
OL
W
OL
W
LOW LOW
LOW OL W
OL W OL
W
OL
W OL
W
OL
W OL W
OL
W OL
W
OL
W OL
W
OL
W OL
W
W
OL
OL
W
OL W
W O
L
W
OL
L
O W
W
OL
LO
W
W
LO
OL LOW
W
LOW
LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW
DATE:
SCALE: 1/8" = 1' - 0"
DWN BY: AJK
CKD BY: KH,JW
PROJ. # : PW/25-10
AM
,enilkoorB
nalP
gnitnalP
LEGEND
GRASS SEED (SEE SPECIFICATIONS)
PROPOSED TREE
PROPOSED SHRUB
EXISTING SHRUB TO REMAIN
PLANTING NOTES
1. COORDINATE ALL PLANTING ACTIVITIES WITH THE SCOPE OF WORK CALLED FOR BY DEMOLITION,
GRADING AND UTILITIES PLANS ENCOMPASSED BY THIS CONTRACT. SET, PROTECT AND REPLACE
REFERENCE STAKES AS NECESSARY OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
2. SEE SPECIFICATIONS FOR SEED MIXES.
3. ALL PLANT MATERIAL WILL NEED TO BE TAGGED AND APPROVED BY THE OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION.
4. THE CONTRACTOR SHALL IDENTIFY ALL PROPOSED PLANT LOCATIONS PRIOR TO PLACEMENT WITH A
STAKE AND COORDINATE WITH THE OWNER'S REPRESENTATIVE TO MAKE ANY NECESSARY
ADJUSTMENTS BEFORE ACTUAL PLACEMENT. THE CONTRACTOR SHALL NOT PLACE NEW TREES DIRECTLY UNDER OVERHEAD WIRES OR ABOVE UTILITY LINES.
5. PLANT LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY AND SHALL BE APPROVED IN THE
FIELD BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
6. IF NECESSARY THE CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL BLANKET DURING
GROUND COVER APPLICATION UNTIL AREAS ARE ESTABLISHED.
7. SHRUBS OF SIMILAR TYPE ARE TO BE EQUALLY SPACED WITHIN BED AREA.
8. ANY DISCREPANCIES BETWEEN THE LIST AND PLAN ON QUANTITY OF PLANTS, THE PLANS SHALL
OVERRIDE.
PLANTING SCHEDULE
L-5
03/11/26
N
0' 4' 8' 16' 24'
KRAP
HTUOMNOM
OT
STNEMEVORPMI
EPACSDNAL
1 1
DE HV
3 2 2
DY DE DE 12 41
AR AR
3 3
DE DE 3
3 3 HA
DY DY 3
AC
9 3
5 27 PO HA
SC PC 5
DE
8
AR
3
TREES
3 HA Symbol Quantity Scientific Name Common Name Size Notes
AC 3
293
HV 1 Hamamelis virginia Witch Hazel 7-8' B&B DE CP
OA 2 Oxydendrum arboreum Sourwood 2-2.5' CAL 3
6
HO
TOTAL 3 AC
3
SHRUBS 19 DE 3
Symbol Quantity Scientific Name Common Name Size Notes AR 1 5 DE
AA 4 Aronia arbutifolia Red Chokeberry 3.5-4' HT 4 HQ HA 3
AA 1 HQ
CA 6 Clethra alnifolia Sweet Pepperbush 2-3' HT 3
PP
CO 2 Chamaecyparis obtusa 'Compacta' Dwarf Hinoki Cypress 4-5' B&B Matched CL 3 68
10 AR
FG 7 Fothergilla gardenii Dwarf Fothergilla 2-3' HT HO 1
AR 2
5 1 OA
HQ 5 Hydrangea quercifolia Oakleaf Hydrangea 3.5-4' HT PP CL CA
1
TOTAL 24
5
HQ
Perennials HA 357
12 CP
10
Symbol Quantity Scientific Name Common Name Size Notes AR 5 AR 1
PM PP 3
AC 12 Aquilegia canadensis Columbine 1 GAL
3
20 3 AH
AH 6 Amsonia hubrichtii Bluestar 1 GAL HO
AR HA 1
AR 400 Ajuga reptans 'Chocolate Chip' Carpet Bugle Plugs or Flats 3
PP
7 PM 37
BA 2 Baptisia australis Blue False Indigo 1 GAL HA 3 AR 2
CL 17 Chelone lyonii 'Hot Lips' Hot Lips Turtlehead 1 GAL HA 6 CA
6
CP 650 Carex pensylvanica Pennsylvania Sedge Flats HE 1 CL
DE 34 Dicentra eximia Frindged Bleedy Heart 1 GAL FG 1
15 1 PP
DY 9 Diphylleia cymosa Umbrella Leaf 1 GAL
AR BA
GB 28 Geranium 'Vevans variety' Vevans variety Geranium 1 GAL 4 3
HA 42 Heuchera americana Coralbells 1 GAL 5 PM CL 1
HE 18 Hemerocallis 'Kansas Kitten' Kansas Kitten Daylily 1 GAL FG 3 15 OA
CA AR 13
HO 12 Helleborous orientalis Lenten Rose 1 GAL
4 AR
PC 27 Pachysandra procumbens Allegheny spurge 1 GAL DE 3
PM 15 Penstemon 'Dark Towers' Beardtongue 1 GAL 3 3 AH
1 PM HA
PO 9 Polygonatum sp. Variegatum Varigated Solomon's Seal 1 GAL
10 BA
PP 6 Phlox paniculata Garden Phlox 1 GAL GB 3 1 3 3
HA FG HA HO
PV 14 Panicum virgatum ''Shenandoah' Shenandoah Switchgrass 1 GAL 5
119
SC 5 Solidago caesia Blue-stemmed goldenrod 1 GAL 12 CP DE
1
HE
TOTAL 1306 CO 1
CO 7
PV
10
8 GB
GB
7
PV