RFB 7945 Upper Havemeyer Field Drainage Improvements Exhibit I.pdf

22 MB Posted

Attached to
Upper Havemeyer Field Drainage Improvements
Solicitation number
7945
Issued by
Fairfield County, Connecticut

About this file

Written by GovTribe AI ·

This is a cover sheet and sheet index for construction drawings prepared by Weston & Sampson Engineers for the Town of Greenwich, Connecticut's Upper Havemeyer Field Drainage Improvements project (RFB 7945). The project is owned and managed by the Town of Greenwich, with Joe Siciliano, Director of Parks and Recreation, serving as the primary contact. The design documentation includes eleven sheets of architectural and engineering plans: a context plan with general notes (L001), existing conditions plan (L100), site preparation and demolition plan (L200), layout and materials plan (L300), grading and drainage plan (L400), site construction details (L500-501), and irrigation plan with details (IR01). The drawings were prepared by Ryan Chmielewski, RLA (Registered Landscape Architect), and Joseph S. Perugini, P.E. (Registered Professional Engineer), both with Weston & Sampson, located at 712 Brook Street, Suite 103, Rocky Hill, Connecticut. The document is dated March 4, 2026, and is marked for illustrative purposes only.

The document does not contain specific pricing information, contract award dates, response deadlines, or other contractual terms in the cover sheet itself. The related project information indicates that the Town of Greenwich is not currently accepting electronic bids or proposals and that bidders must refer to the RFB document for submission instructions and additional project details, including quantities, pricing requirements, and submission deadlines.

View the file

Other files

File Type Posted
RFB_7945_UPPER_HAVEMEYER_FIELD_DRAINAGE_IMPROVEMENTS_3_10_26.pdf.crdownload CRDOWNLOAD file
RFB_7945_UPPER_HAVEMEYER_FIELD_DRAINAGE_IMPROVEMENTS_3_10_26.pdf PDF
RFB 7945 Upper Havemeyer Field Drainage Improvements Exhibit H.pdf.crdownload CRDOWNLOAD file
7945_Apr_6_26_solicitation_doc.pdf PDF
RFB 7945 Upper Havemeyer Field Drainage Improvements Exhibit H.pdf PDF
7945_Apr_13_26_solicitation_doc.pdf PDF
RFB_7945_ADDENDUM_2.pdf PDF
RFB_7945_ADDENDUM_1.pdf PDF
7945_Mar_10_26_solicitation_doc.pdf PDF
7945_Mar_16_26_solicitation_doc.pdf PDF
VendorChangeDetailsReport_7945_v2_Mar_24_26.pdf PDF
Show all 11

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

P:

\C

T\ Gr ee nw ich C

T\ Gr ee nw ich

- U pp er

H av em ey er

Re Bi d\C

AD

\L0

C

OV

ER

S

HE

ET

.dw g

An dr iko se

2/2 7/2

6 1

2:0 8 P

M

COPYRIGHT 2026 WESTON & SAMPSON

SEALS CERTIFYING PROFESSIONALS DRAWINGS

RYAN CHMIELEWSKI, RLA, ASBA

REGISTERED LANDSCAPE ARCHITECT

WESTON & SAMPSON

712 BROOK STREET, SUITE 103

ROCKY HILL, CT 06067

SHEETS L001

SHEETS L100

SHEETS L200

SHEETS L300

SHEETS L500

SHEETS IR01

TOWN PROJECT NUMBER:

RFP 7945

OWNER:

TOWN OF GREENWICH, CT

ATTN: JOE SICILIANO

DIRECTOR OF PARKS AND RECREATION

LANDSCAPE ARCHITECT/ENGINEER:

WESTON & SAMPSON ENGINEERS, INC

712 BROOK STREET, SUITE 103

ROCKY HILL, CT 06067

SHEET INDEX

L001 ................ CONTEXT PLAN & GENERAL NOTES

L100 ................ EXISTING CONDITIONS PLAN

L200 ................ SITE PREPARATION & DEMOLITION PLAN

L300 ................ LAYOUT & MATERIALS PLAN

L400 ................ GRADING & DRAINAGE PLAN

L500-501 ................ SITE CONSTRUCTION DETAILS

IR01 ................ IRRIGATION PLAN & DETAILS

JOSEPH S. PERUGINI, P.E.

REGISTERED PROFESSIONAL ENGINEER

WESTON & SAMPSON

712 BROOK STREET, SUITE 103

ROCKY HILL, CT 06067

SHEETS L400

SHEETS L501

MARCH 4, 2026

TOWN OF GREENWICH, CT.

- FOR ILLUSTRATIVE PURPOSES ONLY -

8PPER HA9EME<ER FIE/D

Prepared By www.westonandsampson.com

290 GREENWICH AVENUE, GREENWICH, CONNECTICUT 06830

Know what's below.

before you dig.Call

R www.cbyd.com

LOCATION MAP

NOT SCALE

BID DOC8MENTS

Weston & Sampson Engineers, Inc.

712 Brook Street Suite 103

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

UPPER HAVEMEYER FIELD

GREENWICH, CT

PROJEC

T AR

EA

RFB #7945 EXHIBIT I

DEMOLITION & 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 AND

DEMOLITION REQUIREMENTS 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 TO A DESIGNATED PROPERTY AT NO ADDITIONAL COST. ALL

EXCESS SOIL FROM CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE OWNER. REMOVAL ACTIVITIES SHALL BE ACCORDANCE WITH

STATE AND LOCAL REGULATIONS AT NO ADDITIONAL COST TO THE OWNER.

3. UNLESS SPECIFICALLY NOTED TO BE REMOVED AND STOCKPILED (R&S) OR REMOVED AND

RELOCATED (R&R), ALL SITE FEATURES CALLED TO BE REMOVED AND DISPOSED (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 ADDITIONAL 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 AND/OR 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. STRIP, SCREEN & STOCKPILE EXISTING TOPSOIL FOR LATER REUSE AS REQUIRED. STOCKPILE

SHALL HAVE APPROPRIATE EROSION AND SEDIMENT CONTROLS. THE CONTRACTOR SHALL

CONFIRM THAT THE TOPSOIL IS SUITABLE FOR REUSE AND IT MEETS THE REQUIREMENTS OF

THE SPECIFICATIONS FOR TOPSOIL LOAM BORROW.

7. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN. CONTRACTOR SHALL TAKE

DUE CARE TO PREVENT INJURY TO TREES DURING CLEARING OPERATIONS.

8. 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.

EROSION AND SEDIMENT CONTROL NOTES

1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE PUT INTO PLACE PRIOR TO BEGINNING

ANY CONSTRUCTION OR DEMOLITION. REFER TO PLANS FOR APPROXIMATE LOCATION OF EROSION AND SEDIMENT CONTROL. REFER TO SPECS AND DETAILS FOR TYPE OF EROSION AND SEDIMENT

CONTROL.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL CONTROL

DEVICES THROUGHOUT THE DURATION OF THE PROJECT.

3. CONTRACTOR SHALL MEET ALL OF THE STATE OF CONNECTICUT AND THE LOCAL REGULATIONS

FOR SEDIMENT AND EROSION CONTROL.

4. EXCAVATED MATERIAL STOCKPILED ON THE SITE SHALL BE SURROUNDED BY A RING OF UNBROKEN SEDIMENT AND EROSION CONTROL FENCE. THE LIMITS OF ALL GRADING AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE APPROVED AREA OF CONSTRUCTION. ALL AREAS OUTSIDE OF

THE LIMIT OF CONTRACT SHALL REMAIN TOTALLY UNDISTURBED UNLESS OTHERWISE APPROVED

BY OWNER'S REPRESENTATIVE.

5. ALL CATCH BASINS AND DRAIN GRATES WITHIN THE LIMIT OF WORK SHALL BE PROTECTED WITH

SILT SACKS DURING THE ENTIRE DURATION OF CONSTRUCTION.

6. EROSION CONTROL BARRIERS TO BE INSTALLED AT THE TOE OF SLOPES. SEE SITE PREPARATION &

DEMOLITION PLAN, NOTES, DETAILS AND SPECIFICATIONS.

7. THE CONTRACTOR SHALL PROVIDE DUST CONTROL IN ACCORDANCE WITH SPECIFICATIONS AND

CTDOT SPECIFICATIONS AS APPLICABLE.

8. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT

TRACKING OR FLOWING OF SEDIMENT ON TO PUBLIC/PRIVATE ROADS, DRIVEWAYS, SIDEWALKS

AND PARKING AREAS.

9. ALL MATERIAL HAULING VEHICLES SHALL BE COMPLETELY COVERED PRIOR TO LEAVING THE SITE.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR WHEEL CLEANING OF ALL CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE. CONTRACTOR SHALL ENSURE THAT MATERIAL HAULING VEHICLES

REMAIN ON PAVED SURFACES AS MUCH AS POSSIBLE

LAYOUT NOTES

1. COORDINATE ALL LAYOUT ACTIVITIES WITH THE SCOPE OF WORK CALLED FOR BY DEMOLITION, GRADING AND UTILITIES OPERATIONS ENCOMPASSED BY THIS CONTRACT. SET, PROTECT AND

REPLACE REFERENCE STAKES AS NECESSARY OR AS REQUIRED BY THE OWNER'S REPRESENTATIVE.

2. ALL WORK SHALL BE PERFORMED BY THE CONTRACTOR.

3. ALL PROPOSED SITE FEATURES SHALL BE LAID OUT AND STAKED FOR REVIEW AND APPROVAL BY THE

OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF INSTALLATION. ANY REQUIRED

ADJUSTMENTS TO THE LAYOUT SHALL BE UNDERTAKEN AS DIRECTED, AT NO ADDITIONAL COST TO THE

OWNER.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE GROUND AND REPORT ANY

DISCREPANCIES IMMEDIATELY TO THE OWNER.

GRADING & DRAINAGE NOTES

1. ALL WORK RELATING TO INSTALLATION, RENOVATION OR MODIFICATION OF DRAINAGE SERVICES SHALL BE

PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE TOWN OF GREENWICH, CT. AND ITS

DEPARTMENT OF PUBLIC WORKS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND INVERT ELEVATIONS IN THE FIELD AND

REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER AND OWNER'S REPRESENTATIVE.

3. 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.

4. THE CONTRACTOR SHALL SET SUBGRADE ELEVATIONS TO ALLOW FOR POSITIVE DRAINAGE AND PROVIDE EROSION CONTROL DEVICES, STRUCTURES, MATERIALS AND CONSTRUCTION METHODS TO DIRECT SILT MIGRATION AWAY FROM DRAINAGE AND OTHER UTILITY SYSTEMS, PUBLIC/ PRIVATE STREETS AND WORK

AREAS. CLEAN BASINS REGULARLY AND AT THE END OF THE PROJECT.

5. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY PITCHED TO DRAIN, WITH NO SURFACE WATER

PONDING OR PUDDLING.

6. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES 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 OWNER.

7. WHERE NEW EARTHWORK MEETS EXISTING EARTHWORK, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR POUNDS AT ALL TOP AND BOTTOM OF SLOPES.

8. WHERE A SPECIFIC LIMIT OF WORK LINE IS NOT OBVIOUS OR IMPLIED, BLEND GRADES TO EXISTING

CONDITIONS WITHIN 5 FEET OF PROPOSED CONTOURS.

9. RESTORE ALL DISTURBED AREAS AND LIMITS OF ALL REMOVALS TO LOAM AND SEED UNLESS OTHERWISE

NOTED.

10. WHERE NEW IMPROVEMENTS MEET EXISTING CONDITIONS, MEET LINE AND GRADE OF EXISTING ADJACENT

PAVEMENTS, TYPICAL.

GENERAL NOTES

1. PROPERTY LINES, SITE SURVEY AND TOPOGRAPHICAL INFORMATION BASED ON A COMPILATION OF THE TOWN OF

GREENWICH GIS, RECORD DRAWINGS AND ON THE GROUND SURVEYS PERFORMED BY THE TOWN.

2. NORTH AS DEPICTED HEREON REFERS TO CONNECTICUT STATE PLANE COORDINATES NAD 83.

3. ANY QUANTITIES SHOWN ON THE PLANS ARE FOR BIDDING PURPOSES ONLY. ALL BIDDERS ARE REQUIRED TO INSPECT THE PROJECT SITE IN ITS ENTIRETY PRIOR TO SUBMITTING THEIR BID, AND BECOME FAMILIAR WITH ALL CONDITIONS AS THEY MAY AFFECT THEIR BID. CONTRACTOR AND SUB-CONTRACTOR SHALL BE FAMILIAR WITH ALL DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTING THEIR BID AND COMMENCING THE CONSTRUCTION.

4. LOCATIONS OF ANY UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF SUCH UTILITIES, PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE COORDINATION WITH UTILITY COMPANIES AND PUBLIC AGENCIES AND FOR OBTAINING ALL REQUIRED PERMITS AND PAYING ALL REQUIRED FEES. CONTRACTORS SHALL NOTIFY ALL UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING PRIOR TO EXCAVATION. CONTRACTOR SHALL ALSO CONTACT CALL BEFORE YOU DIG AT 811 NO LESS THAN 72 HOURS, (EXCLUSIVE OF WEEKENDS AND HOLIDAYS), PRIOR TO SUCH EXCAVATION. DOCUMENTATION OF REQUESTS SHALL BE PROVIDED TO THE OWNERS PROJECT REPRESENTATIVE

PRIOR TO EXCAVATION WORK.

5. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND EXISTING CONDITIONS, EXISTING CONDITIONS TO REMAIN, TEMPORARY CONSTRUCTION, PERMANENT CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. ITEMS ENCOUNTERED IN AREAS OF EXCAVATION THAT ARE NOT INDICATED ON THE DRAWINGS, BUT ARE VISIBLE ON SURFACE, SHALL BE THE CONTRACTOR'S

RESPONSIBILITY AND SHALL BE REMOVED AT NO ADDITIONAL COST TO THE OWNER.

6. ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY

THE GENERAL CONTRACTOR ON "AS-BUILT" DRAWINGS.

7. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS OUTSIDE THE PROJECT LIMITS, AND AREA UTILIZED FOR CONTRACTORS STAGING SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE CONTRACTOR AT NO

ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER.

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS NEEDED TO PROTECT HIS EMPLOYEES, AS WELL AS PUBLIC USERS FROM INJURY DURING THE ENTIRE CONSTRUCTION PERIOD AT NO EXPENSE TO THE OWNER USING ALL NECESSARY SAFEGUARDS, INCLUDING BUT NOT LIMITED TO, THE ERECTION OF TEMPORARY WALKS, STRUCTURES, PROTECTIVE BARRIERS, COVERING, OR FENCES AS NEEDED.

9. FILLING OF EXCAVATED AREAS SHALL NOT TAKE PLACE WITHOUT THE PRESENCE OR PERMISSION OF THE

OWNER'S REPRESENTATIVE.

10. ALL EXISTING DRAINAGE FACILITIES TO REMAIN SHALL BE MAINTAINED FREE OF DEBRIS, SOIL, SEDIMENT, AND FOREIGN MATERIAL AND OPERATIONAL THROUGHOUT THE LIFE OF THE CONTRACT. REMOVE ALL SOIL, SEDIMENT, DEBRIS AND FOREIGN MATERIAL FROM ALL DRAINAGE STRUCTURES.

11. CONTRACTOR'S STAGING AREA MUST BE WITHIN THE CONTRACT LIMIT LINE AND/OR IN AREAS APPROVED BY THE OWNER. ANY OTHER AREAS THAT THE CONTRACTOR MAY WISH TO USE FOR STAGING MUST BE COORDINATED

WITH THE OWNER.

12. THE CONTRACTOR SHALL KEEP ALL STREETS AND WALKS THAT ARE NOT RESTRICTED FROM PUBLIC USE DURING CONSTRUCTION BROOM CLEAN AT ALL TIMES. THE CONTRACTOR SHALL USE ACCEPTABLE METHODS AND

MATERIALS TO MAINTAIN ADEQUATE DUST CONTROL THROUGHOUT CONSTRUCTION.

13. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE.

ABBREVIATIONS

PROP PROPOSED

ADJ ADJUST

BIT. CONC. BITUMINOUS CONCRETE

CONC. CEMENT CONCRETE

NTS NOT TO SCALE

BM BENCH MARK

EX. EXISTING

PL PROPERTY LINE

PVMT PAVEMENT

REM REMOVE

ROA RIGHT-OF-WAY

R&R REMOVE AND RELOCATE

R,R&R REMOVE, RELOCATE AND RESET

R&S REMOVE AND STOCKPILE

R&D REMOVE AND DISPOSE

GC GENERAL CONTRACTOR

L&S LOAM & SEED

CB CATCH BASIN

INV. INVERT ELEVATION

SMH SEWER MANHOLE

HDPE HIGH DENSITY POLYETHYLENE PIPE

PVC POLYVINYL CHLORIDE

DMH DRAIN MANHOLE

CONTEXT PLAN:

UPPER

HAVEMEYER

FIELD

HAVEMEYER FIELD

G R

E E

N W

IC

H

A V

E N

U E

FI

EL

D P O

IN

T

RO

AD

WEST ELM STREET

BOLLING PLACE AR

CH S

TR

EE

T

GREENWICH

TOWN HALL

APPROXIMATE

PROJECT LIMITS

CONSTRUCTION

ENTRANCE, STAGING &

STOCKPILE AREA SEE

SITE PREPARATION PLAN

SINGLE-DIRECTIONAL

SITE ACCESS FROM

FIELD POINT ROAD

Weston & Sampson Engineers, Inc.

712 Brook Street Suite 103

Rocky Hill, CT 06067

860.513.1473 800.SAMPSON

COPYRIGHT © 2026 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

TOWN OF GREENWICH

290 GREENWICH AVE.

GREENWICH, CT 06830

UPPER HAVEMEYER FIELD

TOWN PROJECT NUMBER: RFP 7945

P:

\C

T\ Gr ee nw ich C

T\ Gr ee nw ich

- U pp er

H av em ey er

Re Bi d\C

AD

\L0

C on tex t P lan .dw gAn dr iko se

2/2 7/2

6 1

2:0 9 P

M

GENERAL UTILITIES

CONTEXT PLAN &

GENERAL NOTES

L001

MARCH 4, 2026

EJA

JPT

RRC

BID DOCUMENTS

ENG22-1211

0.00%

APPROXIMATE TREE DRIP LINE

151" = 30'-0" 0 30 60FT

SCALE:

LEGEND

ELECTRIC MANHOLE (MHE)

UTILITY POLE

HYDRANT

SIGN

DECIDUOUS TREE

EXISTING TREE DRIP LINE, DO NOT DISTURB

DRAINAGE MANHOLE (DMH)

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

SANITARY MANHOLE (SMH)

LIGHT POLE

WATER/ GAS VALVE

PROPERTY LINE

HAND HOLE

CHAIN LINK FENCE

SPOT ELEVATION

STONEWALL

X

STORM GRATE

BENCHMARK

Weston & Sampson Engineers, Inc.

712 Brook Street Suite 103

Rocky Hill, CT 06067

860.513.1473 800.SAMPSON

COPYRIGHT © 2026 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

TOWN OF GREENWICH

290 GREENWICH AVE.

GREENWICH, CT 06830

UPPER HAVEMEYER FIELD

TOWN PROJECT NUMBER: RFP 7945

P:

\C

T\ Gr ee nw ich C

T\ Gr ee nw ich

- U pp er

H av em ey er

Re Bi d\C

AD

\L1

- E X.

CO

ND

IT

IO

NS

P

LA

N.

dw g

An dr iko se

2/2 7/2

6 1

2:1 1 P

M

EXISTING

CONDITIONS PLAN

L100

MARCH 4, 2026

EJA

JPT

RRC

1"=30'

BID DOCUMENTS

ENG22-1211

RFB #7945 EXHIBIT I

AutoCAD SHX Text

TP-1

AutoCAD SHX Text

TP-2

AutoCAD SHX Text

TP-3

AutoCAD SHX Text

TP-6

AutoCAD SHX Text

TP-4

AutoCAD SHX Text

PERC-1

AutoCAD SHX Text

PERC-2

AutoCAD SHX Text

PERC-3

AutoCAD SHX Text

TP-5

AutoCAD SHX Text

PERC-4

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4541/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S

AutoCAD SHX Text

N/F JV CENTRO LLC BLOCK/LOT:01-2080/S BOOK/PAGE:3117/93 FILED MAP:853

AutoCAD SHX Text

N/F ZEBRO EDWARD JR & LOLA BLOCK/LOT:01-1959/S BOOK/PAGE:6614/300 FILED MAP:853

AutoCAD SHX Text

N/F WANG WENLING BLOCK/LOT:01-1700/S BOOK/PAGE:6408/137 FILED MAP:853

AutoCAD SHX Text

N/F CORCORAN THOMAS BLOCK/LOT:01-2053/S BOOK/PAGE:2438/244 FILED MAP:853

AutoCAD SHX Text

N/F CARROLL AUDREY M BLOCK/LOT:01-1920/S BOOK/PAGE:6983/86 FILED MAP:853

AutoCAD SHX Text

N/F MCDONALD LYNNE BLOCK/LOT:01-1678/S BOOK/PAGE:2110/101 FILED MAP:853

AutoCAD SHX Text

N/F ONE SOUNDVIEW COURT LLC BLOCK/LOT:01-1802/S BOOK/PAGE:3505/290 FILED MAP:280

AutoCAD SHX Text

7' CHAIN LINK FENCE

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

ROCK ART

AutoCAD SHX Text

PM

AutoCAD SHX Text

PM

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

7' CHAIN LINK FENCE

AutoCAD SHX Text

6' CHAIN LINK FENCE

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

GATE

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text 28"

AutoCAD SHX Text 34"

AutoCAD SHX Text 28"

AutoCAD SHX Text 17"

AutoCAD SHX Text

FLAGPOLE

AutoCAD SHX Text 17"

AutoCAD SHX Text 30"

AutoCAD SHX Text 14"

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 8"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 7"

AutoCAD SHX Text 10"

AutoCAD SHX Text

TRASH RECEPTACLE

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUSH

AutoCAD SHX Text 12"

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

5 STONE STEPS

AutoCAD SHX Text

4 CONC STEPS

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

8" IRON

AutoCAD SHX Text

CONC PARKING LOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

1.4' CONC WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 32"

AutoCAD SHX Text 37"

AutoCAD SHX Text 30"

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text 16"

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text 9"

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

TS

AutoCAD SHX Text

CABINET

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16"

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 17"

AutoCAD SHX Text 14"

AutoCAD SHX Text 11"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text

CONC MONUMENT

AutoCAD SHX Text

6 STORY BRICK 40 WEST ELM STREET

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

3 STORY MASONRY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

1.8' STONE WALL

AutoCAD SHX Text

STONE COLUMN

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text

BRASS WATER FOUNTAIN

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

SKID

AutoCAD SHX Text G.C.

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text B.C.

AutoCAD SHX Text B.C.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

GRANITE

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text

5 CONC STEPS

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SKID

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text D.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text D.C.

AutoCAD SHX Text

3 STORY MASONRY 101 FIELD POINT ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

N/F CHARDEE REALTY BLOCK/LOT:01-9552/S BOOK/PAGE:5440/271

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text

CONC RAMP

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1.4' CONC WALL

AutoCAD SHX Text 20"

AutoCAD SHX Text 14"

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S (FIELD POINT ROAD 0097)

AutoCAD SHX Text

BRICK & CONC PARKING STRUCTURE

AutoCAD SHX Text

BRICK & CONC PARKING STRUCTURE

AutoCAD SHX Text

97 FIELD POINT ROAD

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S BOOK/PAGE:

AutoCAD SHX Text

6 SOUND VIEW COURT

AutoCAD SHX Text

5 SOUND VIEW COURT

AutoCAD SHX Text

4 SOUND VIEW COURT

AutoCAD SHX Text

3 SOUND VIEW COURT

AutoCAD SHX Text

2 SOUND VIEW COURT

AutoCAD SHX Text

1 SOUND VIEW COURT

AutoCAD SHX Text

9 SOUND VIEW COURT

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S

AutoCAD SHX Text

101 FIELD POINT ROAD

AutoCAD SHX Text

3 STORY MASONRY 290 GREENWICH AVE

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S

AutoCAD SHX Text

3 STORY MASONRY 290 GREENWICH AVE

AutoCAD SHX Text

97 FIELD POINT ROAD

AutoCAD SHX Text

PAY METER

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BENCHMARK SET TRAVERSE 34 ELEVATION:59.97

AutoCAD SHX Text

BENCHMARK 12 SET BOX CUT ELEVATION:80.40

AutoCAD SHX Text

BENCHMARK 13 SET BOX CUT ELEVATION:48.79

AutoCAD SHX Text

BENCHMARK 14 SET BOX CUT ELEVATION:64.85

AutoCAD SHX Text

BENCHMARK SET TRAVERSE 21 ELEVATION:64.14

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S BOOK/PAGE:61/473

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S BOOK/PAGE:207/64 (FIELD POINT ROAD 0097)

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S BOOK/PAGE:207/58 (FIELD POINT ROAD 0101)

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

4" CPP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

GRAVITY LINE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BENCHMARK 11 SET CUT ON BRICK ELEVATION:67.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TP-1

AutoCAD SHX Text

PERC-1

AutoCAD SHX Text B-1

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

HH

AutoCAD SHX Text x 318.5'

LIMIT OF WORK

0.00%

R&R PORTABLE

PLAYER BENCHES

APPROXIMATE

LOCATION OF TURF

RENOVATION, TYP.

R&D TURF, STRIP, SCREEN,

STOCKPILE TOPSOIL, TYP.

CONSTRUCTION FENCING, TYP.

STAGING & LOADING AREA. CONTRACTOR SHALL

RESTORE ALL DISTURBED AREAS TO ORIGINAL

CONDITION, UPON COMPLETION OF CONSTRUCTION.

CONTRACTOR SHALL USE SOD TO RESTORE ALL

GRASSED AREAS.

SINGLE DIRECTIONAL TRAVEL

LANE, SEE CONTEXT PLAN

DO NOT DISTURB EXISTING

TREE DRIP LINE, TYP.

DO NOT DISTURB EXISTING

TREE DRIP LINE, TYP.

CONSTRUCTION FENCING, TYP.

R&D EXISTING

IRRIGATION SYSTEM,

COMPLETE

R&D EXISTING 24" RCP,

SEE GRADING & DRAINAGE PLAN

CONTRACTOR SHALL PROTECT EXISTING CONCRETE

SIDEWALK WHILE CROSSING WITH EQUIPMENT AND MAINTAIN

PEDESTRIAN ACCESS THROUGH CONSTRUCTION.

CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO SIDEWALK

AT NO ADDITIONAL COST TO THE OWNER

CONTRACTOR SHALL HAVE 4

PARKING SPACES RESERVED TO

UTILIZE DURING CONSTRUCTION.

APPROXIMATE LOCATION OF EXISTING IRRIGATION SUPPLY LINES UNDER

CONCRETE SIDEWALK. CONTRACTOR SHALL COORDINATE EXACT

LOCATION OF IRRIGATION IN THE FIELD WITH OWNER. CONTRACTOR

SHALL MINIMIZE DISTURBANCE TO EXISTING SITE FEATURES AND

LANDSCAPING, AND RESTORE DISTURBED AREAS TO ORIGINAL CONDITION

INSTALL CONSTRUCTION ENTRANCE AND

TRACKING PAD AS NECESSARY TO MINIMIZE

TRACKING OF ON SITE SOILS ONTO EXISTING

DRIVEWAY. COORDINATE EXACT LOCATION OF

SITE ACCESS WITH OWNER ON SITE

CONSTRUCTION STAGING & STOCKPILE AREA.

CONTRACTOR SHALL RESTORE ALL DISTURBED

AREAS TO ORIGINAL CONDITION, UPON COMPLETION

OF CONSTRUCTION. CONTRACTOR SHALL USE SOD

TO RESTORE ALL GRASSED AREAS.

EXISTING MECHANICAL ROOM

EXCAVATION WITHIN THE LIMITS OF THE EX. TREE DRIP

LINE SHALL BE CONDUCTED UNDER THE SUPERVISION

OF THE TOWNS TREE WARDEN. ROOTS SHALL BE

CLEAN CUT, NO RIPPING WITH A MACHINE BUCKET

APPROXIMATE TREE DRIP LINE

CONSTRUCTION ENTRANCE /

ACCESS ROAD

L500

TREE PROTECTION, TYP. 4

L500

INLET SEDIMENT CONTROL, TYP.3

L500

EROSION AND SEDIMENT CONTROL,

TYP.

L500

LEGEND

EROSION CONTROLS<>

R&D R&R

TYP

REMOVE AND DISPOSE

REMOVE AND RESET

TYPICAL

6'HT CONSTRUCTION FENCING

CONSTRUCTION ENTRANCE,

SEE CONTEXT PLAN

NOTES:

1. CONTRACTOR SHALL MAINTAIN THE STAGING & LOADING AREA AS TO NOT

CARRY DIRT AND DEBRIS OFF THE EXISTING SITE INTO THE PARKING / TRAVEL

LANES. ANY DEBRIS CARRIED INTO PARKING AREA SHALL BE CLEANED DAILY

WITH A STREET SWEEPER.

2. CONTRACTOR SHALL CUT AND TAP EXISTING IRRIGATION WATER SUPPLY AS

INDICATED ON IRRIGATION PLANS TO USE AS SUPPLY FOR NEW PROPOSED

IRRIGATION. REMAINING EXISTING FIELD IRRIGATION SHALL BE REMOVED &

DISPOSED OF COMPLETE.

<> CONSTRUCTION STAGING AREA

R&D EXISTING TURF GRASS, STRIP, SCREEN,

STOCKPILE TOPSOIL FOR REUSE ON SITE, TYP.

INLET SEDIMENT CONTROLS, TYP.

R&D EXISTING UTILITY LINE,

SEE GRADING & DRAINAGE PLAN

LIMIT OF WORK

TREE PROTECTION, TYP.

Weston & Sampson Engineers, Inc.

712 Brook Street Suite 103 Rocky Hill, CT 06067

860.513.1473 800.SAMPSON

COPYRIGHT © 2026 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

TOWN OF GREENWICH

290 GREENWICH AVE.

GREENWICH, CT 06830

UPPER HAVEMEYER FIELD

TOWN PROJECT NUMBER: RFP 7945

P:

\C

T\ Gr ee nw ich C

T\ Gr ee nw ich

- U pp er

H av em ey er

Re Bi d\C

AD

\L2

- S

IT

E

PR

EP

AR

AT

IO

N

PL

AN

.dw g An dr iko se 2/2

7/2

6 1 2:1

2 P M

151" = 30'-0" 0 30 60FT

SCALE:

SITE PREPARATION &

DEMOLITION

L200

MARCH 4, 2026

EJA

JPT

RRC

1"=30'

BID DOCUMENTS

ENG22-1211

RFB #7945 EXHIBIT I

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4541/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S

AutoCAD SHX Text

N/F JV CENTRO LLC BLOCK/LOT:01-2080/S BOOK/PAGE:3117/93 FILED MAP:853

AutoCAD SHX Text

N/F ZEBRO EDWARD JR & LOLA BLOCK/LOT:01-1959/S BOOK/PAGE:6614/300 FILED MAP:853

AutoCAD SHX Text

N/F WANG WENLING BLOCK/LOT:01-1700/S BOOK/PAGE:6408/137 FILED MAP:853

AutoCAD SHX Text

N/F CORCORAN THOMAS BLOCK/LOT:01-2053/S BOOK/PAGE:2438/244 FILED MAP:853

AutoCAD SHX Text

N/F CARROLL AUDREY M BLOCK/LOT:01-1920/S BOOK/PAGE:6983/86 FILED MAP:853

AutoCAD SHX Text

N/F MCDONALD LYNNE BLOCK/LOT:01-1678/S BOOK/PAGE:2110/101 FILED MAP:853

AutoCAD SHX Text

N/F ONE SOUNDVIEW COURT LLC BLOCK/LOT:01-1802/S BOOK/PAGE:3505/290 FILED MAP:280

AutoCAD SHX Text

7' CHAIN LINK FENCE

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

ROCK ART

AutoCAD SHX Text

PM

AutoCAD SHX Text

PM

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

7' CHAIN LINK FENCE

AutoCAD SHX Text

6' CHAIN LINK FENCE

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

GATE

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text 28"

AutoCAD SHX Text 34"

AutoCAD SHX Text 28"

AutoCAD SHX Text 17"

AutoCAD SHX Text

FLAGPOLE

AutoCAD SHX Text 17"

AutoCAD SHX Text 30"

AutoCAD SHX Text 14"

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 8"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 7"

AutoCAD SHX Text 10"

AutoCAD SHX Text

TRASH RECEPTACLE

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUSH

AutoCAD SHX Text 12"

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

5 STONE STEPS

AutoCAD SHX Text

4 CONC STEPS

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

8" IRON

AutoCAD SHX Text

CONC PARKING LOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

1.4' CONC WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 32"

AutoCAD SHX Text 37"

AutoCAD SHX Text 30"

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text 16"

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text 9"

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

TS

AutoCAD SHX Text

CABINET

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16"

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 17"

AutoCAD SHX Text 14"

AutoCAD SHX Text 11"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text

CONC MONUMENT

AutoCAD SHX Text

6 STORY BRICK 40 WEST ELM STREET

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

3 STORY MASONRY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

1.8' STONE WALL

AutoCAD SHX Text

STONE COLUMN

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text

BRASS WATER FOUNTAIN

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

SKID

AutoCAD SHX Text G.C.

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text B.C.

AutoCAD SHX Text B.C.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

GRANITE

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text

5 CONC STEPS

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SKID

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text D.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text D.C.

AutoCAD SHX Text

3 STORY MASONRY 101 FIELD POINT ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

N/F CHARDEE REALTY BLOCK/LOT:01-9552/S BOOK/PAGE:5440/271

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text

CONC RAMP

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1.4' CONC WALL

AutoCAD SHX Text 20"

AutoCAD SHX Text 14"

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S (FIELD POINT ROAD 0097)

AutoCAD SHX Text

BRICK & CONC PARKING STRUCTURE

AutoCAD SHX Text

BRICK & CONC PARKING STRUCTURE

AutoCAD SHX Text

97 FIELD POINT ROAD

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S BOOK/PAGE:

AutoCAD SHX Text

6 SOUND VIEW COURT

AutoCAD SHX Text

5 SOUND VIEW COURT

AutoCAD SHX Text

4 SOUND VIEW COURT

AutoCAD SHX Text

3 SOUND VIEW COURT

AutoCAD SHX Text

2 SOUND VIEW COURT

AutoCAD SHX Text

1 SOUND VIEW COURT

AutoCAD SHX Text

9 SOUND VIEW COURT

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S

AutoCAD SHX Text

101 FIELD POINT ROAD

AutoCAD SHX Text

3 STORY MASONRY 290 GREENWICH AVE

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S

AutoCAD SHX Text

3 STORY MASONRY 290 GREENWICH AVE

AutoCAD SHX Text

97 FIELD POINT ROAD

AutoCAD SHX Text

PAY METER

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BENCHMARK SET TRAVERSE 34 ELEVATION:59.97

AutoCAD SHX Text

BENCHMARK 12 SET BOX CUT ELEVATION:80.40

AutoCAD SHX Text

BENCHMARK 13 SET BOX CUT ELEVATION:48.79

AutoCAD SHX Text

BENCHMARK 14 SET BOX CUT ELEVATION:64.85

AutoCAD SHX Text

BENCHMARK SET TRAVERSE 21 ELEVATION:64.14

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S BOOK/PAGE:61/473

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S BOOK/PAGE:207/64 (FIELD POINT ROAD 0097)

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S BOOK/PAGE:207/58 (FIELD POINT ROAD 0101)

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

4" CPP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

GRAVITY LINE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BENCHMARK 11 SET CUT ON BRICK ELEVATION:67.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LIMIT OF WORK0.00%

LIMIT OF ATHLETIC FIELD

AMENDMENTS

SEE TURF RENOVATION

NOTES

MULTI-USE RECTANGULAR

FIELD 135' X 240' SHOWN

AS REFERENCE ONLY

DO NOT DISTURB

EXISTING 24" RCP

STORM LINE, TYP.

LIMIT OF ATHLETIC FIELD

AMENDMENTS, TYP.

EX. BENCHES TO

BE RESET, TYP.

DRAINAGE STRUCTURE TYP.

SEE GRADING & DRAINAGE PLANS

TOWN STANDARD MANHOLE.

SEE GRADING &

DRAINAGE PLANS

135'

240'

55'-9"

126'-7"

43'-10"

36'

APPROXIMATE LOCATION OF

PROPOSED IRRIGATION MAIN LINE,

CONTRACTOR SHALL LOAM AND

SOD ALL DISTURBED AREAS,

SEE IRRIGATION PLANS

D

D

D

MH

CONTRACTOR SHALL UTILIZE SAME

TRENCH UNDER EXISTING SIDEWALK FOR

PROPOSED IRRIGATION. ANY DAMAGE TO

SIDEWALK SHALL BE REPAIRED

ACCORDING TO TOWN STANDARDS FOR

CONCRETE SIDEWALK AND AT NO

ADDITIONAL COST TO THE OWNER.

82'-3"

PRIOR TO CONSTRUCTION CONTRACTOR SHALL

STAKE OUT FIELD LOCATION FOR APPROVAL BY

OWNER, EXACT LOCATION OF PROPOSED

IMPROVEMENTS MAY VARY AT NO ADDITIONAL

COST TO THE OWNER.

18', TYP.

13', TYP

LEGEND

LIMIT OF ATHLETIC FIELD AMENDMENTS,

SEE TURF RENOVATION NOTES

TYP TYPICAL

NOTES:

1. ONCE IRRIGATION AND DRAINAGE HAS BEEN INSTALLED COMPLETE, SEE TURF

RENOVATION NOTES BELOW.

TURF RENOVATION NOTES

1. MOW EXISTING FIELD AREA TO 2” HEIGHT AND MAINTAIN HEIGHT FOR THE

DURATION OF THE TURF RENOVATION.

2. CONTRACTOR SHALL TOP DRESS TO CORRECT ANY LOW SPOTS ON FIELD (6' DIA.

MAX) WITH EXISTING SCREENED TOPSOIL MATERIAL OR ASTM F2396-11 SPEC

SAND.

3. WITH A VERTI-DRAIN (OR SIMILAR) ATTACHMENT CONTRACTOR SHALL CORE

AERATE THE FIELD TO A 8" DEPTH AT 4" SPACING, WITH A SINGLE PASS, REMOVE

AND DISPOSE ALL PLUGS.

4. CONTRACTOR SHALL TOP DRESS FIELD AND DRAG MAT TO FILL CORE HOLES

WITH ASTM F2396-11 SPEC SAND.

5. OVER SEED AND FERTILIZE THE AREA WITH SPECIFIED SEED MIX, THE USE OF

HERBICIDES FOR WEED CONTROL IS NOT ALLOWED ON SITE.

6. 4-WEEKS AFTER OVER SEEDING CONTRACTOR SHALL START AN 8-WEEK TURF

RENOVATION PLAN:

- WEEK 1-8: CONTRACTOR SHALL MOW AND APPLY A 1/4” LAYER OF SAND

BASED ROOTZONE MIX OVER THE ENTIRE FIELD AREA AND FERTILIZE.

7. CONTRACTOR SHALL CONTINUE TO MOW A MINIMUM 2X / WEEK DURING THE 8

WEEK PROCESS AND PRIOR TO ALL TOP DRESS APPLICATIONS.

8. CONTRACTOR SHALL OVER SEED AGAIN AT WEEKS 4 AND WEEK 8.

9. CONTRACTOR SHALL FERTILIZE BI-WEEKLY DURING THE 8 WEEK PERIOD WITH

.5LB QUICK RELEASE NITROGEN / 1000SF.

10. CONTRACTOR OWNS TURF ESTABLISHMENT OF ALL DISTURBED AREAS.

11. CONTRACTOR SHALL CLEAN AND MAINTAIN IRRIGATION HEADS TO PREVENT

DAMAGE TO SYSTEM AFTER EACH APPLICATION OF TOP DRESSING.

CONTRACTOR OWNS ADJUSTMENT OF IRRIGATION HEADS EACH WEEK TO

MAINTAIN PROPER IRRIGATION OF THE FIELD FOR THE DURATION OF THE

PROJECT, AND A FINAL ADJUSTMENT UPON COMPLETION OF PROJECT AND

AFTER 2" OF SAND HAS BEEN ESTABLISHED.

LIMIT OF WORK

151" = 30'-0" 0 30 60FT

SCALE:

Weston & Sampson Engineers, Inc.

712 Brook Street Suite 103

Rocky Hill, CT 06067

860.513.1473 800.SAMPSON

COPYRIGHT © 2026 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com Consultants:

Seal:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

TOWN OF GREENWICH

290 GREENWICH AVE.

GREENWICH, CT 06830

UPPER HAVEMEYER FIELD

TOWN PROJECT NUMBER: RFP 7945

P:

\C

T\ Gr ee nw ich C

T\ Gr ee nw ich

- U pp er

H av em ey er

Re Bi d\C

AD

\L3

- M

AT

ER

IA

LS

P

LA

N.

dw g

An dr iko se

2/2 7/2

6 1

2:1 4 P

M

LAYOUT &

MATERIALS PLAN

L300

MARCH 4, 2026

EJA

JPT

RRC

1"=30'

BID DOCUMENTS

ENG22-1211

RFB #7945 EXHIBIT I

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4541/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S

AutoCAD SHX Text

N/F JV CENTRO LLC BLOCK/LOT:01-2080/S BOOK/PAGE:3117/93 FILED MAP:853

AutoCAD SHX Text

N/F ZEBRO EDWARD JR & LOLA BLOCK/LOT:01-1959/S BOOK/PAGE:6614/300 FILED MAP:853

AutoCAD SHX Text

N/F WANG WENLING BLOCK/LOT:01-1700/S BOOK/PAGE:6408/137 FILED MAP:853

AutoCAD SHX Text

N/F CORCORAN THOMAS BLOCK/LOT:01-2053/S BOOK/PAGE:2438/244 FILED MAP:853

AutoCAD SHX Text

N/F CARROLL AUDREY M BLOCK/LOT:01-1920/S BOOK/PAGE:6983/86 FILED MAP:853

AutoCAD SHX Text

N/F MCDONALD LYNNE BLOCK/LOT:01-1678/S BOOK/PAGE:2110/101 FILED MAP:853

AutoCAD SHX Text

N/F ONE SOUNDVIEW COURT LLC BLOCK/LOT:01-1802/S BOOK/PAGE:3505/290 FILED MAP:280

AutoCAD SHX Text

7' CHAIN LINK FENCE

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

ROCK ART

AutoCAD SHX Text

PM

AutoCAD SHX Text

PM

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

7' CHAIN LINK FENCE

AutoCAD SHX Text

6' CHAIN LINK FENCE

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

GATE

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

2' STONE WALL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text 28"

AutoCAD SHX Text 34"

AutoCAD SHX Text 28"

AutoCAD SHX Text 17"

AutoCAD SHX Text

FLAGPOLE

AutoCAD SHX Text 17"

AutoCAD SHX Text 30"

AutoCAD SHX Text 14"

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 8"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 7"

AutoCAD SHX Text 10"

AutoCAD SHX Text

TRASH RECEPTACLE

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUSH

AutoCAD SHX Text 12"

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

5 STONE STEPS

AutoCAD SHX Text

4 CONC STEPS

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

8" IRON

AutoCAD SHX Text

CONC PARKING LOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

1.4' CONC WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 32"

AutoCAD SHX Text 37"

AutoCAD SHX Text 30"

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text 16"

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text 9"

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

TS

AutoCAD SHX Text

CABINET

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16"

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

1.2' BRICK WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 17"

AutoCAD SHX Text 14"

AutoCAD SHX Text 11"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text

CONC MONUMENT

AutoCAD SHX Text

6 STORY BRICK 40 WEST ELM STREET

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

3 STORY MASONRY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

1.8' STONE WALL

AutoCAD SHX Text

STONE COLUMN

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text

BRASS WATER FOUNTAIN

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

SKID

AutoCAD SHX Text G.C.

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text

PAVER WALK

AutoCAD SHX Text B.C.

AutoCAD SHX Text B.C.

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

GRANITE

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text

5 CONC STEPS

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SKID

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text D.C.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text D.C.

AutoCAD SHX Text

3 STORY MASONRY 101 FIELD POINT ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

N/F CHARDEE REALTY BLOCK/LOT:01-9552/S BOOK/PAGE:5440/271

AutoCAD SHX Text C.S.W.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text C.C.

AutoCAD SHX Text

CONC RAMP

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

CONC TABLE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1.4' CONC WALL

AutoCAD SHX Text 20"

AutoCAD SHX Text 14"

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S (FIELD POINT ROAD 0097)

AutoCAD SHX Text

BRICK & CONC PARKING STRUCTURE

AutoCAD SHX Text

BRICK & CONC PARKING STRUCTURE

AutoCAD SHX Text

97 FIELD POINT ROAD

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S BOOK/PAGE:

AutoCAD SHX Text

6 SOUND VIEW COURT

AutoCAD SHX Text

5 SOUND VIEW COURT

AutoCAD SHX Text

4 SOUND VIEW COURT

AutoCAD SHX Text

3 SOUND VIEW COURT

AutoCAD SHX Text

2 SOUND VIEW COURT

AutoCAD SHX Text

1 SOUND VIEW COURT

AutoCAD SHX Text

9 SOUND VIEW COURT

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S

AutoCAD SHX Text

101 FIELD POINT ROAD

AutoCAD SHX Text

3 STORY MASONRY 290 GREENWICH AVE

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S

AutoCAD SHX Text

3 STORY MASONRY 290 GREENWICH AVE

AutoCAD SHX Text

97 FIELD POINT ROAD

AutoCAD SHX Text

PAY METER

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BENCHMARK SET TRAVERSE 34 ELEVATION:59.97

AutoCAD SHX Text

BENCHMARK 12 SET BOX CUT ELEVATION:80.40

AutoCAD SHX Text

BENCHMARK 13 SET BOX CUT ELEVATION:48.79

AutoCAD SHX Text

BENCHMARK 14 SET BOX CUT ELEVATION:64.85

AutoCAD SHX Text

BENCHMARK SET TRAVERSE 21 ELEVATION:64.14

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

FIELD POINT ROAD

AutoCAD SHX Text

N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4510/S BOOK/PAGE:61/473

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4542/S BOOK/PAGE:207/64 (FIELD POINT ROAD 0097)

AutoCAD SHX Text N/F TOWN OF GREENWICH C/O FINANCE DEPT BLOCK/LOT:01-4543/S BOOK/PAGE:207/58 (FIELD POINT ROAD 0101)

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

4" CPP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text

GRAVITY LINE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BENCHMARK 11 SET CUT ON BRICK ELEVATION:67.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

0.00%

LIMIT OF WORK

LIMIT OF WORK

L501

AREA DRAIN, TYP.

L501

12" HDPE COLLECTOR DRAIN LINE

L501

2 INCH PERFORATED LATERAL DRAIN

D

D

D

MH

AD#2

FG: 60.25

R: 59.25 I(N/W): 57.25

AD#1

FG: 62.00

R: 61.00 I(S): 59.00

AD#3

FG:59.00

R:58.00 I(E):56.00

TOWN STANDARD MH#1

FG:59.50

R:58.50 I(N/S):53.40 I(E):55.15 I(W):55.15

+/- 172 LF 12" PERF.

HDPE @ 0.5% MIN.

+/- 155 LF 12" PERF.

HDPE @ 1.13% MIN.

TY

P.

2" PERF. HDPE PIPE @ 0.5% MIN., TYP.

TY

P.

2.5% SLOPE ASSUMED,

CONTRACTOR TO

FIELD VERIFY, SEE NOTE #1

INV: 57.68 ASSUMED,

CONTRACTOR TO

FIELD VERIFY

(SEE NOTE 1)

NEW 24" RCP (CLASS IV) AS

NECESSARY, SLOPE = MATCH EXISTING,

CONNECT TO EX. RCP WITH WATER

TIGHT CONNECTION

LIMIT OF ATHLETIC FIELD

AMENDMENTS, TYP.

+/- 94 LF 12" PERF.

HDPE @ 2.23%

TEST PIT (SEE NOTE 2)

EXISTING CB 1 (SEE NOTE 3)

EXISTING CB 2 (SEE NOTE 3)

LEGEND

151" = 30'-0" 0 30 60FT

SCALE:

HDPE AREA DRAIN, TYP.

12 EXISTING CONTOURS

EXISTING SPOT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .