Landscape Improvements to Monmouth Park
| Location: | Massachusetts |
|---|---|
| Posted: | Mar 10, 2026 |
| Due: | Apr 2, 2026 |
| Agency: | Town of Brookline |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | PW2510 |
| Publication URL: | To access bid details, please log in. |
| Bid Number: |
PW2510
|
| Bid Title: |
Landscape Improvements to Monmouth Park
|
| Category: | Public Works |
| Status: | Open |
|
Attachment Preview
LANDSCAPE IMPROVEMENTS TO
MONMOUTH PARK
PW/25-10
Brookline, MA
BEASON STREET
LOCUS
MONMOUTH STREET
LOCUS MAP
NOT TO SCALE
DIG S A FE
.\DWG\logo.png
LEGEND
X
X
CONSTRUCTION FENCING
CURBING OR WALL TO BE REMOVED
TREE PROTECTION FENCING
BLUESTONE PAVING TO BE REMOVED (STOCKPILE)
PAVING TO BE REMOVED
PLANTING TO BE REMOVED
PEASTONE TO BE REMOVED
TREE TO REMAIN AND BE PROTECTED, HANDWORK ONLY UNDER DRIPLINE
INDIVIDUAL TREE PROTECTION FENCE
TREE TO BE REMOVED
ITEM TO BE REMOVED OR STOCKPILED
R&D CURB
R&D PEASTONE
DEMOLITION AND SITE PREPARATION NOTES
1. THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING
SITE FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE
CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR SHALL
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
PLANS TO DETERMINE EXCAVATION, DEMOLITION AND TO DETERMINE THE LOCATION
OF THE PROPOSED SITE IMPROVEMENTS.
2. THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR
REMOVAL AND TO RETAIN OWNERSHIP OF SUCH MATERIALS. IF THE OWNER RETAINS
ANY MATERIAL THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO
HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONAL COST.
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
FROM THE SITE TO BE DISPOSED OF IN A LAWFUL MANNER AT AN ACCEPTABLE
DISPOSAL SITE AND AT NO COST TO THE OWNER.
4. ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE
CONSTRUCTION PERIOD. ANY FEATURES DAMAGED DURING CONSTRUCTION
OPERATIONS SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE
OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST.
5. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB
EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILL
AND SHALL TAKE WHATEVER MEASURES NECESSARY, AT THE CONTRACTOR'S
EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILL
MATERIALS SHALL BE PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE
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
EXISTING GRAVEL PAVEMENT BASE COURSE IF IT MEETS THE REQUIREMENTS OF THE
SPECIFICATIONS FOR GRAVEL BORROW.
7. STRIP & STORE EXISTING TOPSOIL FOR LATER REUSE WHERE APPROPRIATE, AND AS
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.
8. LOAM / TOPSOIL DESIGNATED FOR REUSE AS GENERAL FILL SHALL BE BLENDED WITH
SUITABLE BORROW MATERIAL AS SPECIFIED. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
9. TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED BY CONTRACTOR AND
APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION.
ALL TREES TO BE REMOVED ON THE SLOPE BEHIND THE EXISTING STONE WALL ARE TO
BE REMOVED VIA CRANE FROM STREET LEVEL. ALL TREE TRUNKS ARE TO BE GROUND
OUT TO BELOW FINISH GRADE.
10. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN. CONTRACTOR SHALL
INSTALL TREE PROTECTION BARRIER PRIOR TO CONSTRUCTION AND TAKE DUE CARE
TO PREVENT INJURY TO TREES DURING CLEARING AND CONSTRUCTION OPERATIONS.
ALL EARTHWORK WITHIN THE DRIP-LINE OF TREE TO BE SAVED SHALL BE DONE BY
HAND.
11. THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS
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
STORED WITHIN THE DRIP LINE OF EXISTING TREES TO REMAIN.
12.CONTRACTOR SHALL PROTECT WORK AREAS OUTSIDE CONSTRUCTION FENCE AND
TREES NEAR OUTSIDE WORK AREAS.
13. ALL BENCHES ARE TO BE REMOVED BY THE CONTRACTOR AND REFURBISHED BY THE
TOWN OF BROOKLINE. CONTRACTOR TO COORDINATE THE DELIVERY OF BENCHES TO
THE DPW YARD.
EXAMPLED OF
ACCESSIBLE ROUTE TO
BE MAINTAINED
5' WIDE HMA
EXACT LOCATION TBD IN
FIELD BY CONTRACTOR
CONSTRUCTION
FENCE WITH GATE
R&D
BIT CONC.
LOW
LOXW
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
FENCE TO REMAIN, PROTECT
CATCH BASIN TO REMAIN
(PROTECT) PROVIDE SILT SACK
LOW
XLOW
X
LOW
LOW
X
LOW
LOW
X
LOW
LOW
LOW
X LOW
LOW
LOW
R&D PLANTING
25' FEET OF FENCE WITH
GATE TO BE REMOVED FOR
CONSTRUCTION, REINSTALL
AT END OF PROJECT
WALL TO REMAIN
(PROTECT)
ACCESS TO THIS DOOR IS
TO BE PROVIDED AT ALL
TIMES. PHASE PROJECT TO
ENSURE ACCESS, BUILD
TEMPORARY PATHS AND
RAMPS AS REQUIRED
X
STEP TO REMAIN (PROTECT)
CONC. LANDING
TO REMAIN (PROTECT)
R&D PLANTING
R&D SLATE EDGE
R&S SCULPTURES IN CONCRETE PATH
EXISTING BLUESTONE PAVING
REMOVE AND STOCKPILE
LOW
LOW
LOW
R&D PLANTING
X
X
X
X
X
LOW
X LOW
LOWX
LOW
X LOW
LOWX
LOW
LOW
X
EXISTING COPPER
WATER LINE
(PROTECT)
EXISTING SHRUB TO
REMAIN (PROTECT)
LOW
LOW
LOW
LOW
LOW
LOW
X
X
X
WALL TO REMAIN
(PROTECT)
EXISTING SHRUB TO
REMAIN (PROTECT)
R&S BENCH (TYP.)
R&D TRASH
RECEPTACLE
R&D, TRASH RECEPTACLE
R&S BENCH (TYP.)
GRANITE POST TO
REMAIN (PROTECT)
ACCESS TO BE
MAINTAINED TO PLAY
STRUCTURE
GRANITE POST TO
REMAIN (PROTECT)
LIGHT TO REMAIN
(PROTECT)
R&S
BENCH (TYP.)
FENCE TO REMAIN, PROTECT
LOW
LOW
LOW
LOW
LOW
LOW
X
LOW
X
LOW
LOW
LOW
LOW
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
X
LOW
LOW
X
LOW
X
LOW
LOW
GRANITE POST TO
REMAIN (PROTECT)
R&D BIT. CONC
CONSTRUCTION FENCE
WITH GATE
PROVIDE SILT SACK
0' 4' 8'
L-1
DATE:
03/11/26
SCALE: 1/8" = 1' - 0"
N
DWN BY:
AJK
CKD BY:
JW, RK
16'
24'
PROJ. # : PW/25-10
LEGEND
6
GRANITE PAVING L-6
1
BITUMINOUS CONCRETE PAVING L-6
10
STONEDUST PAVING L-6
CONCRETE PAVING
2
L-6
WALL TO REMAIN (PROTECT)
4,8,9
CURB L-6
1
BENCH - REPAIR EXISTING
L-6.1
TRASH RECEPTACLE 11
L-6
BIKE RACK
3
L-6.1
RADIUS POINT
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.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY
DISCREPANCY IN THE SITE SURVEY TO THE ENGINEER PRIOR TO THE START OF WORK.
4. 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.
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.
0' 4' 8'
N
16'
24'
BITUMINOUS
CONCRETE PAVING
1
L-6
GRANITE CURB
8
L-6LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
36'-021"±
LOW
LOW
LOW
LOW
LOW
LOW
LOW
1"
12'-10 2
BIKE RACK
3
L-6.1
GRANITE CURB
8
L-6
P.O.B. CONC PAD AND
DRIVEWAY
4'-10"
4'-2"
90°
LOW
LOW
LOW
5'-421"
LOW
3'-10"
35'-1121"
MEET EXISTING
PADS
NEW CONCRETE
PAVING
2
L-6
RIVERSTONE
CRUSHED STONE
WITH PERF PIPE
1
L-6.2
P.O.B PATH
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
15'-1012"
2'-421"
25°@
R10'
23R°3@0-01 2"
34°@
R15-21
2"
LOW
LOW
LOW
LOW
LOW
LOW
LOW
69°@
R6'
TRASH RECEPTACLES
ON CONCRETE PAD
11
L-6
LOW
LOW
LOW
LOW
LOW
LOW
8'-6"
1
L-6.1
REFURBISHED BENCH
ON CONCRETE PAD
(TYP.)
1'-621"
59°@ R20'-8"
ALIGN WITH EXISTING
2'-9"
GRANITE POST
R10'
4'-4"
64° @
8'-0"
3
L-6.1
BIKE RACK ON
CONCRETE PAD
1
L-6
BITUMINOUS
CONCRETE PAVING
STEPS AND LANDING
TO REMAIN (PROTECT)
4'-0"
1'-10" 4'-0"
CONCRETE
PAVING
2
L-6
3'-6"
TYP.
GRANITE
EDGE
9
L-6
T4Y'P-0"
R12'
LOW
LOW
LOW
GRANITE PAVING
ON CONCRETE
6
L-6
2
L-6
CONCRETE PAD
FOR SCULPTURES
3'-6"
GRANITE PAVING
ON SAND
7
L-6
5'-6"
110°
2'-821"
4'-421"
2
L-6.1
NEW BULLETIN
BOARD
P.O.B PATH
13'-621"
R30'
64°@
GRANITE CURB
8
L-6
9'-1"
93°
3'-6"
9'-0"
5'-1021"
12'-4"
2'-0"
6'
7'-10"
5'
7'T-0Y"P
5'
11
L-6
TRASH RECEPTACLE
BEGIN PAVER LAYOUT
HERE
4'-0"
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
10
LL-O6W
STONEDUST PAVING WITH
GLROWANITLOWE
PLLAOWNTINLOWG
LOW
EDGE
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
BITUMINOUS
CONCRETE
1
L-6
PAVING
21'-621"
P.O.B. DRIVEWAY
AND PATIO
RELOCATE EXISTING
LITTLE LIBRARY
2
L-6
CONCRETE PAD
L-2
DATE:
03/11/26
SCALE: 1/8" = 1' - 0"
DWN BY:
AJK
CKD BY:
PROJ. # :
JW,RK
PW/25-10
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.
UTILITY NOTES
1. 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.
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
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.
5. SEWER AND DRAIN WORK INSTALLER SHALL BE LICENSED BY THE TOWN OF
BROOKLINE DEPARTMENT OF PUBLIC WORKS WATER AND SEWER DIVISION.
0' 4' 8'
N
16'
24'
LOW
LOW
LOW
LOW
LOW
LOW
LOW
+TC/BC:19.53
LOW
LOW
LOW
LOW
LOW
LOW
LOW +L1OW8.65
TC:20.00++BC:19.60
TC:MEET EX.
+ BC:19.81
TC/BC:
20.00 19.90
+
+
20.00+
+19.98
Match+
Ex.
20.17+
LOW
LOW
L+OW20.21
4" HDPE
LOW
L=38.75
S=1.50%
RDRAIN #1
INV:18.50
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
INV OUT:16.31
1.2%
+19.73
20
+
(20.09)
+
(19.83)
+
(19.89)
4" HDPE
L=6.30'
S=1.00%
(20.00)
+
RDRAIN #2
INV:18.50
(19.63) +
6" PERF HDPE
L=33.70'
S=1.00%
INV:17.66'
LOW +(18.95)
LOW
LOW
LOW
19.49
+
LOW
LOW
LOW
+18.86
LOW
+ (18.82)
19.56+
+19.50
1.7%
(19.02)
+
+19.50
6" HDPE
L=9.10'
S=1.00%
LOW
LOW
LOW
LOW
+19.66 +19.58
AREA DRAIN
RIM:19.49'
INV OUT: 17.49'
(18.36) +
LOW
+ L1O8W .30
LOW
LOW
LOW
LOW +18.27
LOW
LOW
4.5%
17.72+
+
17.69
LOW
17.56+
17.55+ + (17.48)
17.88+17.81 +
1.8%
+17.83
17.98+
+
17.91
17.72+
17.60+ + (17.54)
18
17.78+
(20.07) +
(21.07)+
1.0%
19.85 +
+
+19.78
18.60+
+18.54
BC:(21.01) (20.97)
TC:21.34 +
+
4" REVEAL ON
CURB
19.85
+
+19.81
CONCRETE
PAD FOR ART,
LOCATE IN
FIELD
LOW
LOW
LOW
20.57+
RDRAIN #4
INV:18.75
RDRAIN #3
INV:18.11
4" HDPE:
4" HDPE:
L:24.70'
L:11.54'
SLOPE:1.00% SLOPE:1.00%
+
TC:20.64
BC:20.31
+ 20.27
CONCRETE
PAD FOR ART,
LOCATE IN
FIELD
20.46
+ +20.42
20.46+
20.25
+
1.5%
+20.18
20.16+
20.05+
LEACHING CB
RIM:20.00
INV RDRAIN#3: 18.00
INV RDRAIN#4: 18.50
19.95+
20
20.30+
+ 20.30
TC:20.25
TC:20.25
+ TC:20.41
BC:19.91
++
++
BC:
19.75
TC:20.00 +
BC:19.75
+ TC:20.35
19.62+
BC:19.85
+20.02
19.+99
1.2%
TC:20.20
BC:19.87
TC:20.33
+ BC:20.00
+19.84
+
19.63+ +
TC:19.98
19.49+ 19.47+
BC:19.65
+19.44
20
+19.73 19.61+
+19.70 19.60+
18.78 + 1.5%
18.82+
+18.76
19.11+
19
19.02+
19.47+
19.11+
+ 19.25
19.38+
+19.58
+19.53
+19.33
+ 19.20
+
19.08
+19.00
LOW
LOW
LOW
LOW
19.62
LOW
+LOW
LOW
LOW
LOW
LOW
19.35+ +19.34
LO1W9.31+LOW
LOW
1199..22L69O++W
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
CONCRETE
PAD FOR ART,
LOCATE IN
FIELD
L-3
DATE:
03/11/26
SCALE: 1/8" = 1' - 0"
DWN BY:
AJK
CKD BY:
JW/RK
PROJ. # : PW/25-10
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