Project Information

Bid Title

Landscape Improvements to Monmouth Park

Issuing Agency

Town of Brookline

Location

Massachusetts

Published Date

Mar 10, 2026

Closing Date

Apr 2, 2026

Government Level

State & Local

Status

Closed

Ref. #

PW2510

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

Bid Number:	PW2510
Bid Title:	Landscape Improvements to Monmouth Park
Category:	Public Works
Status:	Open

Description: Work to include: Remove and dispose of existing pavement and landscaping as shown in the drawings. Install new curbing, pavement, shrubs, trees,  and walkways. Install drainage and irrigation system. All work must be completed by November 15, 2026. Publication Date/Time: 3/10/2026 8:00 AM Closing Date/Time: 4/2/2026 1:00 PM Pre-bid Meeting: 03/24/2026 10 AM Contact Person: AARON KRAEMER Landscape Architect [email protected] 617-264-6490 Miscellaneous: The contract documents provided below are for informational purposes only and are not intended for bidding. To request an official bid document, please email Aaron Kraemer at [email protected] . When you reach out, specify whether you would like to receive a digital version in PDF format at no cost or prefer to pick up a hard copy for a $50 fee. Related Documents: PW2510_PLANS_20260305 PW2510_MONMOUTH PARK SPECS AND PROPOSAL_not for bidding

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

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 561730Landscaping Services

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