Conservation Commission Agenda (linked)
agenda center agenda
| Board/Commission | Conservation Commission |
|---|---|
| Meeting Date | June 12, 2025 |
| Pages | 5 |
| File Size | 6.4 MB |
| OCR Status | Searchable (OCR processed) |
| Source URL | Original |
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Full Text (OCR Extracted)
NEWMAN ARCHITECTS, PC
SCALE:
THE DRAWINGS, DESIGNS, PLANS, SPECIFICATIONS, AND
ALL WORKS AND CONTENT DISPLAYED, CONTAINED, OR
REPRESENTED HEREIN ARE THE SOLE AND EXCLUSIVE
PROPERTY OF NEWMAN ARCHITECTS, P.C. COPYRIGHT ©
NEWMAN ARCHITECTS P.C. ALL RIGHTS RESERVED.
NOT FOR
CONSTRUCTION
265 Church Street, 15th Floor
New Haven, CT 06510
203.772.1990 Fax 203.772.1997
www.newmanarchitects.com
CLIENT
CONSULTANT 1
CONSULTANT 2
CONSULTANT 3
CONSULTANT 4
CONSULTANT 5
DRAWING TITLE:
CHECKED BY:
DATE:
DRAWN BY:
DRAWING NUMBER:
PHASE:
LOCATION MAP
PERSPECTIVE RENDERING OF PROJECT
NEWMAN PROJECT NUMBER:
PROJECT ADDRESS:
PROJECT NAME:
STATE PROJECT NUMBER:
245-0090 MAG/N/PF
Autodesk Docs://20240069-LEARN Early Childhood Center/20240069-LEARN Early Childhood School.rvt
4/30/2025 3:29:41 PM
CS.000
COVER SHEET Copy 1
RDG PLANNING & DESIGN
1302 HOWARD STREET
OMAHA, NE 68102
(402) 392-0133
LANGAN ENGINEERING &
ENVIRONMENTAL SERVICES
555 LONG WHARF DRIVE, 9TH
FLOOR
NEW HAVEN, CT 06511
(203) 562-5771
E2 ENGINEERS
488 MONTAUK AVE.
NEW LONDON, CT 06320
(860) 437-3259
CES CONSULTING ENGINEERING
SERVICES
811 MIDDLE STREET
MIDDLETOWN, CT 06457
(860) 632-1682
JAFFE HOLDEN
114A WASHINGTON STREET,
SUITE 2
NORWALK, CT 06854
(203) 838-4167
LEARN
44 HATCHETTS HILL ROAD
OLD LYME, CT 06371
(860) 434-4800
CHK
05/01/2025
DRW
WATERFORD
PICKLEBALL COURTS
AND PARKING
LEARN - EARLY CHILDHOOD SCHOOL
51 DANIELS AVE
WATERFORD, CT
WATERFORD PICKLEBALL COURTS AND PARKING
05/01/2025
LEARN REGIONAL EDUCATIONAL SERVICE CENTER
2025
PROJECT NO 20240069
51 DANIELS AVE
WATERFORD, CT
LEARN - EARLY
CHILDHOOD
SCHOOL
STATE PROJECT NUMBER:
REVISIONS
NO
DATE
DESCRIPTION
245-0090 MAG/N/PF
LOCATION MAP
CS.00
CIVIL
CS101
CS501
CE501
LANDSCAPE
L4.01
COVER SHEET
SITE, GRADING, DRAINAGE, & SESC PLAN
SITE DETAILS
SOIL EROSION & SEDIMENT CONTROL DETAILS
OVERALL SITE LANDSCAPE PLAN
SHEET INDEX
CONSERVATION SUBMISSION
CLIENT
ARCHITECT
NEWMAN ARCHITECTS, PC
265 CHURCH STREET, 15TH FL
NEW HAVEN, CT 06510
(203) 772-1990
ARCHITECTURAL
CONSULTANT & LANDSCAPE
CIVIL, GEOTECH & HAZMAT ENGINEER
STRUCTURAL ENGINEER
ACOUSTICAL ENGINEER
TECH FF&E
SUSTAINABILITY CONSULTANT
MEPFP, IT, TECH, & SCURITY ENGINEER
LEARN
44 HATCHETTS HILL ROAD
OLD LYME, CT 06371
(860) 434-4800
RDG PLANNING & DESIGN
1302 HOWARD STREET
OMAHA, NE 68102
(402) 392-0133
LANGAN ENGINEERING &
ENVIRONMENTAL SERVICES
555 LONG WHARF DRIVE, 9TH FLOOR
NEW HAVEN, CT 06511
(203) 562-5771
E2 ENGINEERS
488 MONTAUK AVE.
NEW LONDON, CT 06320
(860) 437-3259
CES CONSULTING
ENGINEERING SERVICES
811 MIDDLE STREET
MIDDLETOWN, CT 06457
(860) 632-1682
JAFFE HOLDEN
114A WASHINGTON STREET,
SUITE 2
NORWALK, CT 06854
(203) 838-4167
THE GREEN ENGINEER
23 BRADFORD STREET
CONCORD, MA 01742
(978) 369-8978
D'AGOSTINO & ASSOCIATES
477 MAIN STREET
MONROE, CT 06468
(203) 497-3064
WATERFORD
PICKLEBALL COURTS
AND PARKING
WATERFORD CONSERVATION
SUBMISSION
SITE, GRADING,
DRAINAGE, & SESC
PLAN
CS101
05/01/2025
KEG
BTW
Date: 4/30/2025 Time: 14:17 User: bwillsey Style Table: Langan.stb Layout: CS101 Document Code: 140310301-0505-CS101-0101
As indicated
REVISIONS
NO
DATE
DESCRIPTION
SCALE:
NOT FOR
CONSTRUCTION
2
CLIENT
ARCHITECTURAL CONSULTANT & LANDSCAPE
N
CIVIL & GEOTECH ENGINEER
STRUCTURAL ENGINEER
MEPFP ENGINEER
1
3
4
5
6
7
E
D
C
B
A
DRAWING TITLE:
CHECKED BY:
DATE:
DRAWN BY:
DRAWING NUMBER:
NEWMAN PROJECT NUMBER:
PROJECT ADDRESS:
PROJECT NAME:
PHASE:
E
D
C
B
2
1
3
4
5
6
A
7
NEWMAN ARCHITECTS, PC
THE DRAWINGS, DESIGNS, PLANS, SPECIFICATIONS, AND
ALL WORKS AND CONTENT DISPLAYED, CONTAINED, OR
REPRESENTED HEREIN ARE THE SOLE AND EXCLUSIVE
PROPERTY OF NEWMAN ARCHITECTS, P.C. COPYRIGHT ©
NEWMAN ARCHITECTS P.C. ALL RIGHTS
RESERVED.
265 Church Street, 15th Floor
New Haven, CT 06510
203.772.1990 Fax 203.772.1997
www.newmanarchitects.com
STATE PROJECT NUMBER:
245-0090 MAG/A/PF
ACOUSTICAL ENGINEER
JAFFE HOLDEN
114A WASHINGTON ST, SUITE 2
NORWALK, CT 06854
(203) 838-4167
TECH FF&E
D'AGOSTINO & ASSOCIATES
477 MAIN ST
MONROE, CT 06468
(203) 497-3064
SUSTAINABILITY CONSULTANT
THE GREEN ENGINEER
23 BRADFORD
CONCORD, MA 01742
(978) 369-8978
RDG PLANNING & DESIGN
1302 HOWARD STREET
OMAHA, NE 68102
T 402.392.0133
LANGAN ENGINEERING & ENVIRONMENTAL
SERVICES
555 LONG WHARF DRIVE, 9TH FLOOR
NEW HAVEN, CT 06511
(203) 562-5771
E2 ENGINEERS
488 MONTAUK AVE.
NEW LONDON, CT 06320
860-437-3259
CES
811 MIDDLE STREET
MIDDLETOWN, CT 06457
860-632-1682
LEARN
44 HATCHETTS HILL ROAD
OLD LYME, CT 06371
860-434-4800
WATERFORD CONSERVATION
SUBMISSION
20240069
51 DANIELS AVE,
WATERFORD, CT 06385
WATERFORD
PICKLEBALL COURTS
AND PARKING
245-0090 MAG/N/PF
SITE DETAILS
CS501
05/01/2025
KEG
BTW
Date: 4/30/2025 Time: 14:18 User: bwillsey Style Table: Langan.stb Layout: CS501 Document Code: 140310301-0505-CS501-0101
REVISIONS
NO
DATE
DESCRIPTION
SCALE:
NOT FOR
CONSTRUCTION
2
CLIENT
ARCHITECTURAL CONSULTANT & LANDSCAPE
CIVIL & GEOTECH ENGINEER
STRUCTURAL ENGINEER
MEPFP ENGINEER
1
3
4
5
6
7
E
D
C
B
A
DRAWING TITLE:
CHECKED BY:
DATE:
DRAWN BY:
DRAWING NUMBER:
NEWMAN PROJECT NUMBER:
PROJECT ADDRESS:
PROJECT NAME:
PHASE:
E
D
C
B
2
1
3
4
5
6
A
7
NEWMAN ARCHITECTS, PC
THE DRAWINGS, DESIGNS, PLANS, SPECIFICATIONS, AND
ALL WORKS AND CONTENT DISPLAYED, CONTAINED, OR
REPRESENTED HEREIN ARE THE SOLE AND EXCLUSIVE
PROPERTY OF NEWMAN ARCHITECTS, P.C. COPYRIGHT ©
NEWMAN ARCHITECTS P.C. ALL RIGHTS
RESERVED.
265 Church Street, 15th Floor
New Haven, CT 06510
203.772.1990 Fax 203.772.1997
www.newmanarchitects.com
STATE PROJECT NUMBER:
245-0090 MAG/A/PF
ACOUSTICAL ENGINEER
JAFFE HOLDEN
114A WASHINGTON ST, SUITE 2
NORWALK, CT 06854
(203) 838-4167
TECH FF&E
D'AGOSTINO & ASSOCIATES
477 MAIN ST
MONROE, CT 06468
(203) 497-3064
SUSTAINABILITY CONSULTANT
THE GREEN ENGINEER
23 BRADFORD
CONCORD, MA 01742
(978) 369-8978
RDG PLANNING & DESIGN
1302 HOWARD STREET
OMAHA, NE 68102
T 402.392.0133
LANGAN ENGINEERING & ENVIRONMENTAL
SERVICES
555 LONG WHARF DRIVE, 9TH FLOOR
NEW HAVEN, CT 06511
(203) 562-5771
E2 ENGINEERS
488 MONTAUK AVE.
NEW LONDON, CT 06320
860-437-3259
CES
811 MIDDLE STREET
MIDDLETOWN, CT 06457
860-632-1682
LEARN
44 HATCHETTS HILL ROAD
OLD LYME, CT 06371
860-434-4800
20240069
51 DANIELS AVE,
WATERFORD, CT 06385
LEARN - EARLY
CHILDHOOD SCHOOL
WATERFORD CONSERVATION
SUBMISSION
As indicated
PROJECT NAME:
WATERFORD
PICKLEBALL COURTS
AND PARKING
245-0090 MAG/N/PF
SOIL EROSION &
SEDIMENT
CONTROL DETAILS
CE501
05/01/2025
KEG
BTW
Date: 4/30/2025 Time: 14:18 User: bwillsey Style Table: Langan.stb Layout: CE501 Document Code: 140310301-0505-CE501-0101
REVISIONS
NO
DATE
DESCRIPTION
SCALE:
NOT FOR
CONSTRUCTION
2
CLIENT
ARCHITECTURAL CONSULTANT & LANDSCAPE
CIVIL & GEOTECH ENGINEER
STRUCTURAL ENGINEER
MEPFP ENGINEER
1
3
4
5
6
7
E
D
C
B
A
DRAWING TITLE:
CHECKED BY:
DATE:
DRAWN BY:
DRAWING NUMBER:
NEWMAN PROJECT NUMBER:
PROJECT ADDRESS:
PROJECT NAME:
PHASE:
E
D
C
B
2
1
3
4
5
6
A
7
NEWMAN ARCHITECTS, PC
THE DRAWINGS, DESIGNS, PLANS, SPECIFICATIONS, AND
ALL WORKS AND CONTENT DISPLAYED, CONTAINED, OR
REPRESENTED HEREIN ARE THE SOLE AND EXCLUSIVE
PROPERTY OF NEWMAN ARCHITECTS, P.C. COPYRIGHT ©
NEWMAN ARCHITECTS P.C. ALL RIGHTS
RESERVED.
265 Church Street, 15th Floor
New Haven, CT 06510
203.772.1990 Fax 203.772.1997
www.newmanarchitects.com
STATE PROJECT NUMBER:
245-0090 MAG/A/PF
ACOUSTICAL ENGINEER
JAFFE HOLDEN
114A WASHINGTON ST, SUITE 2
NORWALK, CT 06854
(203) 838-4167
TECH FF&E
D'AGOSTINO & ASSOCIATES
477 MAIN ST
MONROE, CT 06468
(203) 497-3064
SUSTAINABILITY CONSULTANT
THE GREEN ENGINEER
23 BRADFORD
CONCORD, MA 01742
(978) 369-8978
RDG PLANNING & DESIGN
1302 HOWARD STREET
OMAHA, NE 68102
T 402.392.0133
LANGAN ENGINEERING & ENVIRONMENTAL
SERVICES
555 LONG WHARF DRIVE, 9TH FLOOR
NEW HAVEN, CT 06511
(203) 562-5771
E2 ENGINEERS
488 MONTAUK AVE.
NEW LONDON, CT 06320
860-437-3259
CES
811 MIDDLE STREET
MIDDLETOWN, CT 06457
860-632-1682
LEARN
44 HATCHETTS HILL ROAD
OLD LYME, CT 06371
860-434-4800
20240069
51 DANIELS AVE,
WATERFORD, CT 06385
LEARN - EARLY
CHILDHOOD SCHOOL
WATERFORD CONSERVATION
SUBMISSION
As indicated
PROJECT NAME:
WATERFORD
PICKLEBALL COURTS
AND PARKING
245-0090 MAG/N/PF
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
1'-0"
22'-0" TYP.
(INCLUSIVE OF POSTS)
100'-0" URA
E4
L04.01
TYP.
6'-0"
100'-0" VPE
WETLAND BOUNDARY
PROPOSED PROPERTY LINE
LIMIT OF DISTURBANCE LINE, SEE CIVIL;
SEED TO EDGE OF DISTURBED AREA
PICKLEBALL COURT SITE FENCING,
6'-0" HEIGHT, TYP.
DANIELS AVENUE
100'-0" UPLAND REVIEW AREA (URA)
100'-0" VERNAL POOL ENVELOPE
VERNAL POOL BOUNDARY
SODDED AREA ASSOCIATED WITH
"LEARN EARLY CHILDHOOD
SCHOOL" PROJECT. REFERENCE
SEPARATE APPLICATION PACKAGE.
SITE DRIVEWAY AND PARKING
ASSOCIATED WITH "LEARN EARLY
CHILDHOOD SCHOOL" PROJECT.
REFERENCE SEPARATE
APPLICATION PACKAGE.
D1
L04.01
TYP.
R10'-0"
R20'-0"
E1
L05.01
MATERIALS LEGEND
FENCE
TREE
PICKLEBALL COURT
SURFACING, COLOR ONE
PICKLEBALL COURT
SURFACING, COLOR TWO
CONCRETE TRAILS AND
SIDEWALKS
SOD
PROPOSED PROPERTY LINE
NEW ENGLAND CONSERVATION/WILDLIFE
SEED MIX AS MANUFACTURED BY
NEW ENGLAND WETLAND PLANTS, INC.
8,000 SF UPLAND REVIEW / VERNAL
POOL TERRESTRIAL ENHANCEMENT
AREA; SEE TABLE 1 FOR QUANTITIES
Autodesk Docs://20240069-LEARN Early Childhood Center/20240069-LEARN Early Childhood School.rvt
1/21/2025 8:55:40 AM
L02.01
1" = 20'
20240069
L04.01
OVERALL
SITE LANDSCAPE PLAN
51 DANIELS AVE.
WATERFORD, CT 06385
WATERFORD
PICKLEBALL COURTS
AND PARKING
RDG PLANNING & DESIGN
1302 HOWARD STREET
OMAHA, NE 68102
(402) 392-0133
LANGAN ENGINEERING & ENVIRONMENTAL
SERVICES
555 LONG WHARF DRIVE, 9TH FLOOR
NEW HAVEN, CT 06511
(203) 562-5771
E2 ENGINEERS
488 MONTAUK AVE.
NEW LONDON, CT 06320
(860) 437-3259
CES CONSULTING ENGINEERING SERVICES
811 MIDDLE STREET
MIDDLETOWN, CT 06457
(860) 632-1682
LEARN
44 HATCHETTS HILL ROAD
OLD LYME, CT 06371
(860) 434-4800
AM
05/01/2025
EH
WATERFORD SUBMISSION
2025
REVISIONS
NO
DATE
DESCRIPTION
SCALE:
2
1
3
4
5
6
7
E
D
C
B
A
DRAWING TITLE:
CHECKED BY:
DATE:
DRAWN BY:
DRAWING NUMBER:
PHASE:
2
1
3
4
5
6
7
NOTE: REFER TO SHEET G0.00 FOR SYMBOLS &
ABBREVIATIONS AND SHEET G0.01 FOR GENERAL NOTES.
N
NEWMAN PROJECT NUMBER:
PROJECT ADDRESS:
PROJECT NAME:
STATE PROJECT NUMBER:
245-0090 MAG/A/PF
NOT FOR
CONSTRUCTION
CLIENT
ARCHITECTURAL CONSULTANT & LANDSCAPE
CIVIL & GEOTECH ENGINEER
STRUCTURAL ENGINEER
MEPFP ENGINEER
NEWMAN ARCHITECTS, PC
THE DRAWINGS, DESIGNS, PLANS, SPECIFICATIONS, AND
ALL WORKS AND CONTENT DISPLAYED, CONTAINED, OR
REPRESENTED HEREIN ARE THE SOLE AND EXCLUSIVE
PROPERTY OF NEWMAN ARCHITECTS, P.C. COPYRIGHT ©
NEWMAN ARCHITECTS P.C. ALL RIGHTS
RESERVED.
265 Church Street, 15th Floor
New Haven, CT 06510
203.772.1990 Fax 203.772.1997
www.newmanarchitects.com
ACOUSTICAL ENGINEER
JAFFE HOLDEN
114A WASHINGTON ST, SUITE 2
NORWALK, CT 06854
(203) 838-4167
TECH FF&E
D'AGOSTINO & ASSOCIATES
477 MAIN ST
MONROE, CT 06468
(203) 497-3064
SUSTAINABILITY CONSULTANT
THE GREEN ENGINEER
23 BRADFORD
CONCORD, MA 01742
(978) 369-8978
R:\Projects\3006\3006.709.00 LEARN - Early Childhood School AR\8.0 BIM\R3006.709.00 - CADD\3006.709.00 L-Base
Pickleball.dwg
4/17/2025 4:15:42 AM
SITE PLANTING PLAN NOTES
1. Finish grades in all landscape areas are to be reviewed by the Landscape
Architect prior to any seeding, sodding, or planting. The Contractor shall
submit a written request for review five (5) days prior to the desired date of
review. No compensation for re-seeding, re-sodding, or re-planting of an area
requiring remedial grading shall be allowed resulting from failure to comply
with this requirement.
2. The Contractor shall preserve areas of existing vegetation, including grass,
that occur within the Contract Limits but are not needed for construction.
Repair all of these existing areas to their original condition which are disturbed
during construction at no cost to the Owner.
3. All areas disturbed during construction, outside of the Contract Limits, shall be
repaired to their original condition at no expense to the Owner.
4. Prior to planting, verify that soil adjacent to pavements and curbs are at the
correct elevation to assure a level transition from the pavement to the mulched
beds. No compensation for removal and replacement of installed plants and
mulch, due to unacceptable transition from one surface to the other (i.e plant
bed too high or too low), will be allowed resulting from failure to comply with
this requirement.
5. The Landscape Contractor shall be responsible for all trees to be straight and
vertical at the time of the final inspection scheduled at the end of the one year
warranty period. Should the Contractor choose to stake or guy the trees,
staking and guying shall be placed per the Contract Documents and the
Contractor is responsible for removing and off-site disposal of all stakes, wires,
cables, and anchors immediately before the one year warranty inspection.
6. The ±8,000 SF enhancement area will consist of planting with select native
shrubs and trees following grading activities and placement of topsoil to
establish a dense buffer of woody plants that will enhance water quality and
wildlife habitat functions for the adjacent wetland and vernal pool habitat.
7. Planting stock used in the enhancement area shall be inspected for pests,
disease and overall health to ensure suitable specimens are used. Unsuitable
specimens will be rejected and replaced with suitable specimens. Any planting
substitutions must be approved by the Project Wetland Scientist. All woody
plant stock shall be container-grown or burlap balled. Deviations to the planting
plan must be approved by the Project Wetland Scientist. Only plant materials
native and indigenous to Connecticut shall be used. Invasive plant species will
not be used in the mitigation area.
8. Undersow enhancement area with a New England Conservation/Wildlife Seed
Mix (New England Wetland Plants, Inc., or approved equivalent). Seed mix
shall be applied at the manufacturer's recommended seeding rate and
protected with a weed-free straw mulch or hydroseeded with a bonded fiber
matrix. Permanent cover of native grasses and forbs will provide both good
erosion control and wildlife habitat value.
9. All plant materials installed shall meet or exceed the specifications of the
"American Standards for Nursery Stock" by the American Association of
Nurserymen. All plant materials shall be guaranteed for one year following
date of final acceptance. No cultivars of the native plants identified in the
planting schedule shall be used unless approved by the Project Wetland
Scientist.
10.Tree and shrub spacing is provided for general purposes. Actual locations of
plants to be adjusted in the field based on available space. The Project
Wetland Scientist will assist in selecting planting locations and spacing to
simulate nature growth patterns.
11.Plant black chokeberry, serviceberry, and bayberry along edge of clearing as
species prefer full sun in order to set heavier fruit. All other trees and shrubs
are shade tolerant.
CL
8"
6"
8"
8"
8"
1'-4"
℄
SAW CUT
CONCRETE SIDEWALK, SEE CIVL
PCC PAVEMENT
CHAIN LINK FENCE
SEALED ISOLATION JOINT, TYP.
PCC FOOTING FOR POSTS;
1'-4" DIA. FOOTING BELOW, 1'-4"
SQUARE FORM FOOTING AT GRADE.
BOTTOM RAIL
ASPHALT w/ PICKLEBALL
COURT SURFACING
3/4" = 1'-0"
E1 TYP. PLAN: SIDEWALK @ COURT EDGE
-0625
3/4" = 1'-0"
E2 TYP. SECTION: FNC & POST @ EDGE OF COURTS
-0625
CL
8"
8"
1'-4" Ø
SLOPE VARIES, SEE
GRADING PLAN
FENCE POST
SEALED ISOLATION JOINT
CONCRETE SIDEWALK,
SEE CIVIL
CROWN TOP OF PCC FOOTING TO DRAIN
WATER AWAY FROM POST
SQUARE FORM TOP OF PCC FOOTING
COURT SURFACING, SEE SPECS
5 #6 VERT. w/ #3 TIES @
12" O.C. PCC SMOOTH
FORMED FOOTING FOR
FENCE POSTS, TYP.
SLOPE TO DRAIN
12" MIN. DEPTH COMPACTED
SUBGRADE
6" MIN MODIFIED SUBBASE
GEOTEXTILE FABRIC
CHAINLINK FENCE, SEE SPECS
ASPHALT SURFACING
8"
8"
1'-4"
FENCE POST, BEYOND
BOTTOM RAIL
SEALED ISOLATION JOINT
CONCRETE
SIDEWALK,
SEE CIVIL
3/4" = 1'-0"
E3 TYP. SECTION: PCC @ EDGE OF COURTS
-0625
SLOPE TO DRAIN
C.I.P.P.C.C. BAND W/ (2) #3s CONT.
@ 9" O.C.
PCC PAVEMENT
CHAINLINK FENCE , SEE SPECS
GEOTEXTILE FABRIC
12 mm POLYETHLENE
MOISTURE VAPOR
RETARDER BENEATH
PCC, TYP.
ASPHALT SURFACING
6" MIN MODIFIED
SUBBASE
12" MIN. DEPTH
COMPACTED
SUBGRADE
COURT SURFACING,
SEE SPECS
3/4" = 1'-0"
D1 TYP. SECTION: COURT EDGE @ TURF
-0625
COURT SURFACING, SEE SPECS
ASPHALT SURFACING
6" MIN MODIFIED SUBBASE
12" MIN SUBGRADE PREP
EXISTING SUBGRADE
SLOPE SURFACE
PER CIVIL
TOPSOIL
PCC BAND (SEE DETAIL)
SEED
3/4" = 1'-0"
D2 TYP. SECTION: PICKLEBALL COURT
-0625
PICKLEBALL COURT SURFACING, SEE SPECS
ASPHALT SURFACE COURSE, 2" DEPTH
ASPHALT BASE COURSE, 3" DEPTH
6" MIN MODIFIED SUBBASE
12" MIN SUBGRADE PREP
EXISTING SUBGRADE
8'-0" MAX
METAL FENCE POST
"TENAX ALPI" 4' TALL
ORANGE SAFETY FENCE
FENCING INSTALLED 10' FROM CENTER OF
THE TRUNK OR AT DRIPLINE, WHICHEVER
DISTANCE IS GREATER. OR AT THE EDGE OF
PAVEMENT.
10'-0" OR TO
DRIPLINE / EDGE
OF PAVEMENT
NOTE:
- AFTER TREES ARE SAFELY FENCED,
NOTHING IS TO BE RAKED OUT, CUT,
PLANTED, STORED OR DISTRUBED INSIDE
THE FENCE.
-REMOVE PROTECTIVE FENCE ONLY AFTER
ALL CONSTRUCTION WORK HAS BEEN
FINISHED.
UNDISTURBED SOIL
NOT TO SCALE
E4 TREE PROTECTION
-NTS
TABLE 1 - PLANTING SCHEDULE
245-0090 MAG/N/PF