HomeMy WebLinkAboutTeatown Campus Renovation Signed Site Plans - Sheets 60-67PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 3/18/2026 12:17 PM C: \USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-9.03 - 9.05 CONTRUCTION SEQUENCING PLAN PLT.DWG
� I � � D
SEDIMENT TRAP VOLUME LEGEND
(3600
cf / acre)
Number
Drainage Area
Min. Volume
Basin Area
Volume Provided
Effective Depth
(ac)
(cf)
(sf)
(cf)
(ft)
ST-1
0.41
1476
1,795
1795
1.0
ST-2
0.20
720
922
922
1
ST-3
0.53
1908
1221
1954
1.6
ST-4
0.10
360
990
990
1.0
ST-5
0.06
216
449
449
1.0
ST-6
0.23
828
520
832
1.6
ST-7
0.32
1152
763
1221
1.6
ST-8
0.18
648
1,160
1160
1.0
ST-9
0.62
2232
1,308
2354
1.8
ST-10
0.26
936
876
964
1.1
ST-11
0.30
1080
603
1085
1.8
ST-12
0.23
828
984
984
1
ST-13
0.31
1116
637
1147
1.8
ST-14
1 0.14
1 504
1 755
1 755
1 1
% MASS EARTHWORK /
I FOUNDATION CONSTRUCTION AREA (SITE
DISTURBANCE)
1 3.5 AC
` I
i
DISTURBANCE AREA RELATED TO UTILITY
TRENCH WORK. DISTURBANCE SHALL BE
STABILIZED AS REQUIRED TO MAINTAIN MAX. 5.0
/ AC DISTURBANCE LIMIT
BUILDING DEMOLITION
L__
TEMPORARY AND/OR PERMANENTLY
STABILIZED CONSTRUCTION AREA
CONSTRUCTION STAGING AND PARKING
AREA
TEMPORARY CONSTRUCTION ;�,� INLET PROTECTION
MATERIAL STORAGE AREA FENCING
- -C 10 TEMPORARY SWALE
CONSTRUCTION MATERIAL / SOIL ■ ■ ■ ■ ■ ■ ■ ■ SILT FENCING .
�++ STOCKPILE AREA (STABILIZED) .
CUT & FILL CALCULATIONS
TOTAL AREA
(SF) (AC)
CUT
(Cy)
FILL
(Cy)
NET
(Cy)
PHASE 1
152,460
3.50
2,534
6,203
3,669
PHASE 2
130,680
3.00
2,226
2,588
362
PHASE 3
67,518
1.55
1,565
1 3,707771717
1,506
ALL SEDIMENT AND EROSION CONTROL PRACTICES HAVE BEEN DESIGNED AND ARE TO BE .
INSTALLED IN STRICT ACCORDANCE WITH THE "NYS STANDARDS AND SPECIFICATIONS FOR .
EROSION AND SEDIMENT CONTROL"BLUE BOOK MANUAL DATED NOVEMBER 2016 (OR LATEST
REVISION THERETO.) THE CONTRACTOR SHALL ALSO REFER TO THE "BLUE BOOK" PAGE 2.38
STABILIZED SEDIMENT TRAP FOR WINTER STABILIZATION REQUIREMENTS.
STABILIZED CONSTRUCTION ENTRANCE ��, I TREE STAGING AREA
CONSTRUCTION
IN TRAFFIC ♦ r �� -`�`
♦ 1 \ INSTALL TEMPORARY
r�r' `.
F
'F e-" i,. c'7i 1 i :i.� [SF-J�J(9''�.j f���"). I <1
l n L8 �, Ji"•'� \^ilyv� �' J�}�F 4)i
46
T
♦: ®� EXIST. DI 3
it l I ♦ ♦ .� 410
♦ 1 - CHAIN -LINK FENCING
fir...
♦ - - _ -; �\ TO PROTECT EXISTING
SUBSURFACE SEWAGE
\ I 1 DISPOSAL SYSTEM
11 I
Awl
UTILITY TRENCH SHALL BE ♦ ♦ ♦ ... `
BACKFIELD IMMEDIATELY UPON ,� ♦�♦� �°��,
INSTALLING PIPE AND STABILIZED ♦ ♦♦■ ♦ �`� f':X , " .:."':'
WITH COMPACTED SUBBASE.�• . :� �®
INLET PROTECTION, ■ ■ ■ ■ ■ ■♦, moo♦�� ® \
r EXIST. DI 4
_4
y _ \ EXIST DI 5 sr
s
�-� � �\ ♦ 1 § ,.,., .. , a°''fix.. �e ,,,■ ■ ■ m' / "-' "" ,; F,
'"' r '" .�♦♦ TREE STAGING AREA,
D M H 1 - -m C
■® .� TYP.
-
o � \
TEMPORARY ��~•�♦I;,°` \ Ida '`, EXIST. D1 2 -
SEDIMENT .♦ ♦�
TRAP, TYP. ♦ �� \ AREA DRAIN -�
SEDIMENT TRAP . 4*, \ \
SPILLWAY, TYP. \ \
q,
AREA DRAIN -♦. J
AD 5 . r -•-
♦,fir � �/,�
\ 1
EXIST. DI 1 1 1
l
AREA DRAIN
ADIS
MASSIM
4.,
,� -,yx .. �, ® ■ ■ ■ �'`a° pry •♦�'` x - "�,. 1, e
r , ,
DMH 2 MATERIAL STORAGE AREA, ; . �-� +� J a �•
j
x
■
\
a \..
r
4 ).
AREA DRAIN
\
AD 7
e
r
CHAIN
LINK FENCE,
TYP.-
® s
TEMP. CONTRACTOR -
TRAILER
1 ,as ■■■■� ♦\ �Cs�, \
°, ` ✓ �' ♦ • TYP. TEMPORARY STOCKPILE,
.... 4;EXIST. DI 6 c,. ♦�, '
w �( ! ♦. I
..� ��;/ DEMOLISH .4f' ^�
1 STORY FRAME + + ' > ♦ \
\\ '° •�.,.� �, f • ' is t r,,; , + + + + ♦ ✓ `* � '� \ � \ �
;„ `ti ,✓ BUILDING` ++++ + ++ - �� •� .�
a °\
+ + + + + + ♦ y
\ m ++ +++++ +++ ++ ♦ INSTALL TEMPORARY (k YRw •
AREA DRAIN _f . --.L,
+ +
\ AD 1 _ `
�*� °\ ' +++++ + CONSTRUCTION
+ + + \ FENCING AROUND \
CONSTRUCTION STAGING
AND PARKING AREA,
TYP.
STABILIZED
CONSTRUCTION
ENTRANCE.
«' ++ +++++ \ PROP. INFILTRATION
+ + + ., BASINS
> ++ + AREA DRAIN ♦ \ + + TEMPORARY
°°
+, v, AD 3 �` a `r ` flro��.. SILT FENCE, TYP. ♦♦
CONCRETE TEMPORARY w; \
w WASH STATION SWALE TYP
, ® \
\ r , .
'III ■ ■ ■ \ (RELOCATE AS
t
NEEDED) SEDIMENTTRAP.
�ti SPILLWAY, TYP. lr • .,
. d.'..' '� 4 `�\\��� c y �► .II' CHAIN LINK FENCE,
\ .� "'" r?1x�w % '`\,'x,. \ �... �. . . ♦�, .✓'l TYP.
b . \
v a
. #♦
NEW NYLOPLAST
AREA DRAIN ♦` _- _ ._ _ ~� `\ �, _ .
I
(✓ � \, • \ � ; III ■ ■ III. - \ �� \ ` • _I,,,.✓ _ ` //
AREA DRAIN
r\� INSTALL TEMPORARY x
//
CONSTRUCTION
}J - FENCING AROUND
PROPOSED
INFILTRATION SYSTEMS
I / L
L_ -
_1D I
,
I � �
I I
1 I
I I ■ ,z,,, 1
"
TEMPORARY SWALE,
TYP.
1I
awl
11 ♦ f
♦ ;' ■ ;;� 1 416
74 ■ ♦ '. 1
� 1
INSTALL TEMPORARY 1
_ --- _ CONSTRUCTION
�FENCING UPON `
DEMOLITION OF \� Z
EXISTING CONCRETE
SLAB
_. SEDIMENT TRAP
SPILLWAY, TYP.
Ism 4W
TEMPORARY
SEDIMENT
TRAP, TYP. ■ ,
PHASE I SEQUENCING -EXPECTED DURATION 5 MONTHS:
1. CONDUCT PRECONSTRUCTION MEETING TO INCLUDE OWNER, NYCDEP, TOWN OF YORKTOWN
HEIGHTS, CONSTRUCTION MANAGER, SITE ENGINEER, ARCHITECTAND INSPECTING AGENCIES.
2. THIS PHASE INCLUDES THE INITIAL SITE SETUP INCLUDING EROSION CONTROL MEASURES, TREE
PROTECTION AND START WITH DEMOLITION, SITE CLEARING AND CONSTRUCTION.
3. INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE AT BLINN ROAD, MAIN PARKING LOT, AND
SOUTH LOT.
4. PROVIDE INLET PROTECTION FOR DRAIN STRUCTURES, EXIST. DI 2, EXIST. DI 6.
5. INSTALL TEMPORARY CHAIN LINK FENCING AROUND EXISTING SEPTIC LEACHFIELD AND AT BLINN
ROAD PARKING ENTRANCE.
6. INSTALL ALL SILT FENCES BY BLINN ROAD, MAIN CAMPUS AND SOUTH LOT EXTENSION. INSTALL SILT
FENCES WHERE REQUIRED BY MAINTENANCE BUILDING FOR STOCKPILING AS NECESSARY. START OF
MAINTENANCE BUILDING AREA TBD.
7. INSTALL TREE PROTECTION GUARDS AND FENCING IN ALL AREAS.
8. CONSTRUCTION OF TEMPORARY SEDIMENT TRAPS ON THE MAIN CAMPUS AND SOUTH PARKING
EXPANSION AREA WHERE INDICATED (ST-1 THROUGH ST-10).
9. ESTABLISH PROJECT STAGING AREAS AS REQUIRED. INCLUDES SOIL STOCKPILE AREAS NEAR
EDUCATION CENTER, AND NATURE CENTER.
10. REMOVE TREES WHERE REQUIRED AND STAGE IN ONE OF TWO TREE STAGING AREAS.
11. DEMOLITION OF GARAGE AND OTHER ITEMS INDICATED ON C-002 NEAR THE MAIN CAMPUS
(FENCING, CONCRETE PADS, SMALL STRUCTURES, ETC). ASPHALT AND STONE WALKWAY AREAS
AROUND NATURE CENTER TO REMAIN.
12. START CLEARING/GRUBBING FOR CONSTRUCTION OF SOUTH PARKING EXPANSION AREA,
INCLUDING CONSTRUCTION OF LOW BOULDER WALL. ALL CLEARED VEGETATION/SOIL WILL BE
STOCKPILED ON -SITE FOR FUTURE STRIPPING AND RE -USE ON -SITE.
13. START CLEARING/GRUBBING FOR CONSTRUCTION OF ROAD FROM BLINN ROAD TO EDUCATION
CENTER, INCLUDING CONSTRUCTION OF NEW GABION RETAINING WALL. INCLUDES ROUGH
GRADING AS REQUIRED.
14. INSTALL CONCRETE TRUCK WASH PITJUST NORTH OF EDUCATION CENTER BUILDING AND POST
SIGNAGE.
15. START CONSTRUCTION OF UNDERGROUND UTILITIES BY NATURE CENTER AND EDUCATION CENTER,
INCLUDING ELECTRIC CONDUIT, DRAINAGE STRUCTURES AND PIPING. INCLUDES AREA DRAINS AD 2,
AD 3, AD 4, NEW NYLOPLAST AREA DRAIN, AND ASSOCIATED PIPING.
16. TRENCHING TO BE LIMITED TO APPROXIMATELY 100 LINEAR FEET PER DAY. ALL OPEN TRENCHING
TO BE BACKFILLED AT THE END OF EACH DAY.
17. CONTRACTOR WILL HAVE EROSION AND SEDIMENT CONTROL MEASURES ON SITE INCLUDING BUT
NOT LIMITED TO SILT FENCING, HAY BALES, AND ROLLED EROSION CONTROL MATTING. ANY
RUNOFF THAT IS CREATING UNFORESEEN EROSION ISSUES DURING CONSTRUCTION WILL BE
BROUGHTTO THE ATTENTION OF THE ENGINEER AND ADDRESSED IMMEDIATELY AFTER
IDENTIFICATION.
18. ANY STEEP SLOPE AREAS CREATED BY CONSTRUCTION TO BE STABILIZED WITH HAY, EROSION MATS
OR ACCEPTABLE MATERIAL AND SILT FENCE/HAY BALES AS NECESSARY TO PREVENT EROSION.
Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY, 10562
Architect:
n ARCHITECTS, PLLC
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
Owner:
TEATOWN LAKE RESERVATION
1600 SPRING VALLEY RD,
OSSINING, NY 10562
Consultants:
Landscape Architects
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
NEW YORK, NY 10004
T: 212.487.3272
Civil Engineer
DTS PROVIDENT
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914.428.0010
Structural Engineer
SILMAN
32 OLD SLIP, 10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY,
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718.614.4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE, 14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date Issue
01/30/26 Issued for NYCDEP Review
03/11/26 FINAL ISSUE FOR DEP
REVIEW
P
;,csclvti 11
CITY OF NEW YORK
DEPT. O ENVIRONMENTAL PROTECTION
B REAU OF WATER SUPPLY
REGULATORY AND ENGINEERING PROGRAMS
PPROVED
SEE FIRS PAGE FOR DATE AND SIGNATURE
CONSTRUCTION SEQUENCE NOTES:
A. IF ROCK BLASTING IS NECESSARY, A BLASTING PLAN SHALL BE DEVELOPED THAT SHALL INCLUDE
RESTRICTIONS ON THE TYPES AND METHODS OF BLASTING AND OTHER METHODS OF ROCK REMOVAL
THAT SHALL BE ALLOWED. ANY BLASTING PLAN MUST BE APPROVED BY THE TOWN OF YORKTOWN.
B. A DEMOLITION AND CONSTRUCTION MANAGEMENT PROGRAM SHALL BE IMPLEMENTED AND
COMMUNICATED TO EXISTING TENANTS ON THE PROJECT SITE.
C. ALL CONSTRUCTION WORKERS PARKING AND ALL CONSTRUCTION TRUCK STAGING SHALL BE ON SITE IN
DESIGNATED AREAS.
D. CONSTRUCTION SHALL BE CONDUCTED CONSISTENT WITH AN APPROVED NYS STORMWATER POLLUTION
PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN DEVELOPED IN ACCORDANCE WITH THE
NEW YORK STATE STORMWATER DESIGN MANUAL (LATEST PUBLICATION) AND THE NEW YORK
STANDARDS FOR EROSION AND SEDIMENT CONTROL (LATEST PUBLICATION).
E. BEST CONSTRUCTION PRACTICES TO BE SET FORTH IN THE CONSTRUCTION LOGISTICS PLAN SHALL BE
IMPLEMENTED, INCLUDING WETTING SOIL SURFACES, COVERING TRUCKS AND STORED MATERIALS WITH
TARPS TO REDUCE WINDBORNE DUST, AND PROPER MAINTENANCE OF EQUIPMENT. ROADWAY AND
HAUL ROADS SHALL BE STABILIZED WITH TACKIFIERS, GEOTECHNICAL FABRICS AND STONE BALLAST AS
REQUIRED TO MINIMIZE DUST. ROADWAYS WILL BE WASHED REGULARLY TO PREVENT DUST FROM BEING
GENERATED BY VEHICLE TRAFFIC. TRACKING PADS WILL BE ESTABLISHED WHERE TRUCKING VEHICLES
MOVE FROM CONSTRUCTION AREAS TO ESTABLISHED ROADWAYS. WASH STATIONS WILL BE INSTALLED
AT THE TRACKING PADS, AND THEIR UTILIZATION WILL BE REQUIRED PRIOR TO LEAVING A DISTURBED
AREA.
F. A STORMWATER POLLUTION PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHALL
INCLUDE SILT FENCING, HAY BALES, INLET PROTECTION, TEMPORARY SEDIMENT TRAPS AND OUTLET
PROTECTION AND CONTROL DEVICES, SWALES, BERMS, ENERGY DISSIPATERS, WHEEL WASH DOWN
AREAS, ANTI -TRACKING PADS, MULCHING, TEMPORARY SEEDING, DUST CONTROL WITH MISTING
SYSTEMS (INCLUDING DURING DEMOLITION), COVERING OF STOCKPILE MATERIALS OR STABILIZATION
WITH AN ESTABLISHED SEED BED, AND HAY BALES. THESE METHODS SHALL BE REGULARLY MAINTAINED
AND PERIODICALLY INSPECTED AND SHALL MEET THE REQUIREMENTS OF NYSDEC STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.
G. NO CONSTRUCTION EXPOSURE SHALL EXCEED FIVE (5) ACRES UNLESS PRIOR WRITTEN AUTHORIZATION IS
OBTAINED FROM THE TOWN MS4 CONSISTENT WITH NYC DEP AND TOWN CODE REQUIREMENTS, AND A
DETAILED CONSTRUCTION SEQUENCE (INCLUDING ALL PHASES) SHALL BE PREPARED AND APPROVED BY
BOTH THE NYC DEP AND THE TOWN OF NEW CASTLE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK
H. ANY GROUNDWATER THAT IS ENCOUNTERED DURING CONSTRUCTION SHALL BE CAPTURED AND
DIVERTED VIA CURTAIN DRAINS ALONG THE PERIMETER OF THE EXCAVATED AREAS, TO BE RELEASED IN A
CONTROLLED MANNER TO A STABILIZED VEGETATED SURFACE OR CHANNEL FOR EVENTUAL DISCHARGE
TO THE ON -SITE WETLANDS. TURBIDITY OR SEDIMENTS IN THE TEMPORARILY DIVERTED GROUNDWATER
SHALL BE CONTROLLED BY LINING THE CURTAIN DRAINS WITH FILTER FABRIC AND USING CLEAN WASHED
PEA STONE AS TRENCH BACKFILL OR OTHER APPROVED METHOD BY NYCDEP AND THE TOWN OF
YORKTOWN.
I. AS SOON AS GRADING OPERATIONS FOR AN AREA ARE COMPLETED, THE AREA SHALL BE STABILIZED.
J. EQUIPMENT USED DURING CONSTRUCTION WILL BE PROPERLY MAINTAINED AND OPERATED.
K. STORMWATER MANAGEMENT PLAN(S) APPROVED BY ALL AUTHORITIES WITH JURISDICTION, INCLUDING
THE PLANNING BOARD, NYSDEC, AND THE NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL
PROTECTION ("NYCDEP"), AS APPROPRIATE, SHALL BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION
ACTIVITIES, AND A PROGRAM OF MAINTENANCE (AND, IF NECESSARY, REPAIRS) SHALL BE IMPLEMENTED
TO KEEP ALL PERMANENT STORMWATER STRUCTURES IN GOOD WORKING ORDER.
L. EACH PHASE SHALL BE COMPLETELY STABILIZED PRIOR TO STARTING WORK ON THE FOLLOWING PHASE.
0 20 40 80
SCALE: 1 " = 40'
Seal and Signature:
EXPIRES 7/31/26
Sheet Title:
CONSTRUCTION
SEQUENCE: PHASE
(0-5 MONTHS)
Date: 2 December, 2025
Project No: 1023
Dwg By: RCC/HV
Chck By: MSG
Pg No:
CSM1 001
PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 3/18/2026 12:20 PM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023-YORKTOWN TEA
1 \ i
=NT TRAP VOLUME
3600
cf / acre)
ie
Basin Area
Volume Provided
Effective Depth
(SD
(CD
(ft)
1,795
1795
1.0
922
922
1
1221
1954
1.6
990
990
1.0
449
449
1.0
520
832
1.6
763
1221
1.6
1,160
1160
1.0
1,308
2354
1.8
876
964
1.1
603
1085
1.8
984
984
1
637
1147
1.8
755
755
1
1023 SP-9.03 - 9.05 CONTRUCTION SEQUENCING PLAN PLT.DWG
I,
LEGEND
MASS EARTHWORK /
FOUNDATION CONSTRUCTION AREA (SITE
DISTURBANCE)
3.0 AC
DISTURBANCE AREA RELATED TO UTILITY
TRENCH WORK. DISTURBANCE SHALL BE
STABILIZED AS REQUIRED TO MAINTAIN MAX. 5.0
AC DISTURBANCE LIMIT
r - - I
BUILDING DEMOLITION
TEMPORARY AND/OR PERMANENTLY
STABILIZED CONSTRUCTION AREA
CONSTRUCTION STAGING AND/OR
PARKING AREA
MATERIAL STORAGE AREA
CONSTRUCTION MATERIAL / SOIL
++ STOCKPILE AREA (STABILIZED)
STABILIZED SEDIMENT TRAP
STABILIZED CONSTRUCTION ENT
CONSTRUCTION
TRAFFIC
1 •
UTILITY TRENCH SHALL BE ♦♦ ®� '1' 1�
BACKFIELD IMMEDIATELY UPON
INSTALLING PIPE AND STABILIZED
WITH COMPACTED SUBBASE10
F
1 DM
SEDIMENT .♦ ♦�
TRAP, TYP. ♦ ® 1, ®d '�� 4 ,
SEDIMENT TRAP
SPILLWAY, TYP.
o �
,
r�
r
0
�\o / CHAIN LINK FENCE,
�o TYP. °
`O TEMP. CONTRACTOR
TRAILER
AREA DRAIN
AD 6
♦� \> INSTALL TEMPORARY
CONSTRUCTION
- 1 FENCING AROUND
I PROPOSED
�° al I I INFILTRATION SYSTEMS
■ % L- + +
TEMPORARY CONSTRUCTION .,, -i INLET PROTECTION
FENCING
TEMPORARY SWALE •
■ ■ ■ ■ ■ ■ ■ ■ SILT FENCING •
CUT & FILL CALCULATIONS
TOTAL AREA
(SF) (AC)
CUT
(Cy)
FILL
(Cy)
NET
(Cy)
PHASE 1
152,460
3.33
2,534
6,203
3,669
PHASE 2
130,680
3.00
2,226
2,588
362
PHASE 3
67,518
1.55
1,565
3,071
1,506
ALL SEDIMENT AND EROSION CONTROL PRACTICES HAVE BEEN DESIGNED AND ARE TO BE
INSTALLED IN STRICT ACCORDANCE WITH THE "NYS STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL"BLUE BOOK MANUAL DATED NOVEMBER 2016 (OR LATEST .
REVISION THERETO.) THE CONTRACTOR SHALL ALSO REFER TO THE "BLUE BOOK" PAGE 2.38 .
FOR WINTER STABILIZATION REQUIREMENTS. .
RANCE ����� TREE STAGING AREA .
INSTA
TEMPORARY
-"' 1 - ` ® CHAIN LL -INK FENCING
r - ♦ �- ` _ " , `, TO PROTECT EXISTING
SUBSURFACE SEWAGE
e I DISPOSAL SYSTEM
o .
•�• ♦ -�
♦ rrrr rrrr ♦ • -x -
♦ ,♦ r rAll r ♦♦ �r ♦° _ -F�a \ \�
♦ rrr ♦ � •�.�,� �.� � .
■ ♦0 �k4 \
INLET PROTECTION, ■ ■ ■ ■ � � �•' � � „ ,,,�,.- " �, �� '\� ,.
TYP. ... / ♦� u
r unn-
�r "--'"�...._. ✓ ?_; - e.
771
TREE STAGING AREA,
_ __ ___ �►® TYP
is
M
CONSTRUCTION STAGING ♦',® I ��
a
TEMPORARY STOCKPILE
4* ♦♦ TYP.
EXIST. DI 6�`'y ¢ ♦ rr
r
+ �♦ ♦ /► 5
+ + + +
AREA DRAIN ,. , x .,..� + + + + ++ I
-- --= _ _ + + + + + INSTALL TEMPORARY
. c"•:
AD 1� � _ ... . o, *, + + } � . CONSTRUCTION
"N' ;. f. \/, ++ ++ +} FENCING AROUND ` t
;
rI ++ ++�+ PROP. INFILTRATION
` 1
l .. ■ ,- BASINS ,
+ AREA DRAIN ♦� a s. ��,`';" +}+}+ TEMPORARY .
AD3
■
SILT FENCE TYP.
`
s` �'. -✓ CONCRETE> TEMPORARY
WASH STATION SWALE, TYP. S
-�-., � RELOCATE AS
NEEDED) ' SEDIMENTTRAP
• I■ SPILLWAY, TYP. )'1�
I
,
r .t
Y
NEW NYLOPLAST � ♦♦ - >.
AREA DRAIN
• /
AREA DRAINAD 2
T.
" m -.✓ .♦
TEMPORARY ♦♦
SEDIMENT
TRAP, TYP. ■
I ■ + + + _±�+ ■ + + + + I + + + + + + + + +
I + + + + + + + + + ± +
S ■ + + + + + + +..+ +
♦ I ■ + + + + '+I+ + + + + + +
O I ,i ' ■ + + + ++ + + "+ + + + '
+ +- _+ +.+
♦ I ■ + + + + ++ + + + .+
■ + + + + + + + + + +'+
■ _ ■ + + + + + + + + + i
+ + + + + + + + +
■/ + + + + f� Lam- ��' -� �
TEMPORARY STOCKPILE / TEMPORARY SWALE,
■ � �. -: �..�: v.� �� �, TYP. TYP.
I
•-------------
♦�, z
Ix
♦ `• y�'1CF �G ♦ \ Air +� .
\ ♦�► i ♦�
,
1 r�U�� c <.re _ ♦
l■■�■■
INSTALL TEMPORARY
CONSTRUCTION /
�.. FENCING UPON
-- DEMOLITION OF /
EXISTING CONCRETE �� ,: *
4� SLABPz i
PHASE 2 SEQUENCING -EXPECTED DURATION 4 MONTHS.:
1.
THIS PHASE CONTINUES WITH EDUCATION BUILDING CONSTRUCTION, UNDERGROUND UTILITIES, START
CONSTRUCTION OF THE MAINTENANCE BUILDING AND CONTINUED MAINTENANCE OF EROSION CONTROL
MEASURES AND SOME TEMPORARY STABILIZATION.
2.
STABILIZE TEMPORARY SEDIMENT TRAPS ST-1, ST-9 AND ST-10
3.
INSTALL PERIMETER DIKE / SWALES TO SEDIMENT TRAPS ST-2 AND ST-3.
4.
CONTINUE CONSTRUCTION OF EDUCATION CENTER. SET UP STAGING AREA TO NORTH OF EDUCATION CENTER.
5.
COMPLETE THE CONSTRUCTION OF UNDERGROUND UTILITIES BETWEEN NATURE CENTER AND EDUCATION
CENTER, INCLUDING SEPTIC TANK AND PIPING, UNDERGROUND GEOTHERMAL PIPING, DRAINAGE PIPING AND
STRUCTURES, ELECTRIC SERVICE AND WATER SERVICE. DRAINAGE TO INCLUDE AD 1, DMH 1 AND DMH 2 NEAR
NATURE CENTER, AND ASSOCIATED PIPING.
6.
TRENCHING TO BE LIMITED TO APPROXIMATELY 100 LINEAR FEET PER DAY. ALL OPEN TRENCHING TO BE
i
BACKFILLED AT THE END OF EACH DAY. ALL BACKFILLED AREAS TO BE TEMPORARILY STABILIZED WITH HAY,
EROSION MATS OR SIMILAR APPROVED METHODS.
7.
CONSTRUCTION OF SEDIMENT TRAPS ST-11, ST-12 AND ST-13 AT MAINTENANCE BUILDING.
8.
START CLEARING/GRUBBING AND GRADING IN THE AREA OF THE MAINTENANCE BUILDING. CLEARED
MATERIAL TO BE STOCKPILED ON -SITE FOR STRIPPING AND RE -USE IN THE FUTURE.
9.
BEGIN UNDERGROUND UTILITY CONSTRUCTION AT MAINTENANCE BUILDING, INCLUDING TRENCHING FOR
ELECTRIC, WATER AND DRAINAGE PIPING, AREA DRAIN AD 6, R-TANK #2, AND R-TANK #1.
10.
ROADWAY FROM BLINN ROAD TO EDUCATION CENTER WILL BE TEMPORARILY STABILIZED WITH COMPACTED
SUBGRADE MATERIAL AND EROSION MATS.
11.
SOUTH PARKING EXPANSION AREA TO BE TEMPORARILY STABILIZED WITH COMPACTED AGGREGATE MATERIAL
AND EROSION CONTROL MATS.
12.
ALL INACTIVE CONSTRUCTION AREAS AND FILL PILES (5-10 DAYS) SHALL BE TEMPORARILY COVERED OR
STABILIZED.
13.
INSTALL INLET PROTECTION FOR NEW DRAINAGE STRUCTURE, AREA DRAIN AD 6.
14.
CONTRACTOR WILL HAVE EROSION AND SEDIMENT CONTROL MEASURES ON SITE INCLUDING BUT NOT LIMITED
TO SILT FENCING, HAY BALES, AND ROLLED EROSION CONTROL MATTING. ANY RUNOFF THAT IS CREATING
UNFORESEEN EROSION ISSUES DURING CONSTRUCTION WILL BE BROUGHTTO THE ATTENTION OF THE
ENGINEER AND ADDRESSED IMMEDIATELY AFTER IDENTIFICATION.
15.
CONTRACTOR TO THE EXTEND PRACTICAL TO REDUCE DISTURBANCE AREAS PRIOR TO ANTICIPATED RAINFALL
EVENTS.
16.
ANY STEEP SLOPE AREAS CREATED BY CONSTRUCTION TO BE STABILIZED WITH HAY, EROSION MATS OR
ACCEPTABLE MATERIAL AND SILT FENCE/HAY BALES AS NECESSARY TO PREVENT EROSION.
CONSTRUCTION STAGING
AND PARKING AREA,
TYP.
STABILIZED
CONSTRUCTION
ENTRANCE.
CHAIN LINK FENCE,
TYP.
Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY, 10562
Architect:
nARCHITECTS, PLLC
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
Owner:
TEATOWN LAKE RESERVATION
1600 SPRING VALLEY RD,
OSSINING, NY 10562
Consultants:
Landscape Architects
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
NEW YORK, NY 10004
T: 212.487.3272
Civil Engineer
DTS PROVIDENT
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914.428.0010
Structural Engineer
SILMAN
32 OLD SLIP, 10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY,
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718.614.4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE, 14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date Issue
01/30/26 Issued for NYCDEP Review
03/11/26 FINAL ISSUE FOR DEP
REVIEW
a:OSOIUtIOrl ... ....
-__�--
Dote
CITY OF NEW YORK
DEPT. OF ENVIRONMENTAL PROTECTION
UREAU OF WATER SUPPLY
REGULATORY AND ENGINEERING PROGRAMS
PPROVED
SEE FIR T PAGE FOR DATE AND SIGNATURE
CONSTRUCTION SEQUENCE NOTES:
A. IF ROCK BLASTING IS NECESSARY, A BLASTING PLAN SHALL BE DEVELOPED THAT SHALL INCLUDE
RESTRICTIONS ON THE TYPES AND METHODS OF BLASTING AND OTHER METHODS OF ROCK REMOVAL
THAT SHALL BE ALLOWED. ANY BLASTING PLAN MUST BE APPROVED BY THE TOWN OF YORKTOWN.
B. A DEMOLITION AND CONSTRUCTION MANAGEMENT PROGRAM SHALL BE IMPLEMENTED AND
COMMUNICATED TO EXISTING TENANTS ON THE PROJECT SITE.
C. ALL CONSTRUCTION WORKERS PARKING AND ALL CONSTRUCTION TRUCK STAGING SHALL BE ON SITE IN
DESIGNATED AREAS.
D. CONSTRUCTION SHALL BE CONDUCTED CONSISTENT WITH AN APPROVED NYS STORMWATER POLLUTION
PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN DEVELOPED IN ACCORDANCE WITH THE
NEW YORK STATE STORMWATER DESIGN MANUAL (LATEST PUBLICATION) AND THE NEW YORK
STANDARDS FOR EROSION AND SEDIMENT CONTROL (LATEST PUBLICATION).
E. BEST CONSTRUCTION PRACTICES TO BE SET FORTH IN THE CONSTRUCTION LOGISTICS PLAN SHALL BE
IMPLEMENTED, INCLUDING WETTING SOIL SURFACES, COVERING TRUCKS AND STORED MATERIALS WITH
TARPS TO REDUCE WINDBORNE DUST, AND PROPER MAINTENANCE OF EQUIPMENT. ROADWAY AND
HAUL ROADS SHALL BE STABILIZED WITH TACKIFIERS, GEOTECHNICAL FABRICS AND STONE BALLAST AS
REQUIRED TO MINIMIZE DUST. ROADWAYS WILL BE WASHED REGULARLY TO PREVENT DUST FROM BEING
GENERATED BY VEHICLE TRAFFIC. TRACKING PADS WILL BE ESTABLISHED WHERE TRUCKING VEHICLES
MOVE FROM CONSTRUCTION AREAS TO ESTABLISHED ROADWAYS. WASH STATIONS WILL BE INSTALLED
AT THE TRACKING PADS, AND THEIR UTILIZATION WILL BE REQUIRED PRIOR TO LEAVING A DISTURBED
AREA.
F. A STORMWATER POLLUTION PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHALL
INCLUDE SILT FENCING HAY BALES INLET PROTECTION TEMPORARY SEDIMENTTRAPS AND OUTLET
PROTECTION AND CONTROL DEVICES, SWALES, BERMS, ENERGY DISSIPATERS, WHEEL WASH DOWN
AREAS, ANTI -TRACKING PADS, MULCHING, TEMPORARY SEEDING, DUST CONTROL WITH MISTING
SYSTEMS (INCLUDING DURING DEMOLITION), COVERING OF STOCKPILE MATERIALS OR STABILIZATION
WITH AN ESTABLISHED SEED BED, AND HAY BALES. THESE METHODS SHALL BE REGULARLY MAINTAINED
AND PERIODICALLY INSPECTED AND SHALL MEET THE REQUIREMENTS OF NYSDEC STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.
G. NO CONSTRUCTION EXPOSURE SHALL EXCEED FIVE (5) ACRES UNLESS PRIOR WRITTEN AUTHORIZATION IS
OBTAINED FROM THE TOWN MS4 CONSISTENT WITH NYC DEP AND TOWN CODE REQUIREMENTS, AND A
DETAILED CONSTRUCTION SEQUENCE (INCLUDING ALL PHASES) SHALL BE PREPARED AND APPROVED BY
BOTH THE NYC DEP AND THE TOWN OF NEW CASTLE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK
H. ANY GROUNDWATER THAT IS ENCOUNTERED DURING CONSTRUCTION SHALL BE CAPTURED AND
DIVERTED VIA CURTAIN DRAINS ALONG THE PERIMETER OF THE EXCAVATED AREAS, TO BE RELEASED IN A
CONTROLLED MANNER TO A STABILIZED VEGETATED SURFACE OR CHANNEL FOR EVENTUAL DISCHARGE
TO THE ON -SITE WETLANDS. TURBIDITY OR SEDIMENTS IN THE TEMPORARILY DIVERTED GROUNDWATER
SHALL BE CONTROLLED BY LINING THE CURTAIN DRAINS WITH FILTER FABRIC AND USING CLEAN WASHED
PEA STONE AS TRENCH BACKFILL OR OTHER APPROVED METHOD BY NYCDEP AND THE TOWN OF
YORKTOWN.
I. AS SOON AS GRADING OPERATIONS FOR AN AREA ARE COMPLETED, THE AREA SHALL BE STABILIZED.
J. EQUIPMENT USED DURING CONSTRUCTION WILL BE PROPERLY MAINTAINED AND OPERATED.
K. STORMWATER MANAGEMENT PLAN(S) APPROVED BY ALL AUTHORITIES WITH JURISDICTION, INCLUDING
THE PLANNING BOARD, NYSDEC, AND THE NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL
PROTECTION ("NYCDEP"), AS APPROPRIATE, SHALL BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION
ACTIVITIES, AND A PROGRAM OF MAINTENANCE (AND, IF NECESSARY, REPAIRS) SHALL BE IMPLEMENTED
TO KEEP ALL PERMANENT STORMWATER STRUCTURES IN GOOD WORKING ORDER.
L. EACH PHASE SHALL BE COMPLETELY STABILIZED PRIOR TO STARTING WORK ON THE FOLLOWING PHASE.
0 20 40 80
Seal and Signature:
EXPIRES 7/31/26
Sheet Title:
CONSTRUCTION
SEQUENCE: PHASE 2
(6-9 MONTHS)
Date: 2 December, 2025
Project No: 1023
Dwg By: RCC/HV
Chck By: MSG
CSml n02
SCALE: 1 " = 40'
Pg No:
PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 3/18/2026 12:22 PM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT
SEDIMENT TRAP VOLUME
(3600
cf / acre)
Number
Drainage Area
Min. Volume
Basin Area
Volume Provided
Effective Depth
(ac)
(cf)
(SD
(CD
(ft)
ST-1
0.41
1476
1,795
1795
1.0
ST-2
0.20
720
922
922
1
ST-3
0.53
1908
1221
1954
1.6
ST-4
0.10
360
990
990
1.0
ST-5
0.06
216
449
449
1.0
ST-6
0.23
828
520
832
1.6
ST-7
0.32
1152
763
1221
1.6
ST-8
0.18
648
1,160
1160
1.0
ST-9
0.62
2232
1,308
2354
1.8
ST-10
0.26
936
876
964
1.1
ST-11
0.30
1080
603
1085
1.8
ST-12
0.23
828
984
984
1
ST-13
1 0.31
1116
1 637
1147
1.8
ST-14
1 0.14
1 504
1 755
755
1
1023 SP-9.03 - 9.05 CONTRUCTION SEQUENCING PLAN PLT.DWG
%-` LEGEND
1 MASS EARTHWORK /
FOUNDATION CONSTRUCTION AREA (SITE MATERIAL STORAGE AREA
1 DISTURBANCE)
1.5AC
DISTURBANCE AREA RELATED TO UTILITY
TRENCH WORK. DISTURBANCE SHALL BE + CONSTRUCTION MATERIAL / SOIL
STABILIZED AS REQUIRED TO MAINTAIN MAX. 5.0 �+ STOCKPILE AREA (STABILIZED)
AC DISTURBANCE LIMIT +
r---I
BUILDING DEMOLITION STABILIZED SEDIMENT TRAP
I
TEMPORARY CONSTRUCTION f ,�i INLET PROTECTION
FENCING
;;---p TEMPORARY SWALE
■ ■ ■ ■ ■ ■ ■ ■ SILT FENCING
ALL SEDIMENT AND EROSION CONTROL PRACTICES HAVE BEEN DESIGNED AND ARE TO BE
INSTALLED IN STRICT ACCORDANCE WITH THE "NYS STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL"BLUE BOOK MANUAL DATED NOVEMBER 2016 (OR LATEST
REVISION THERETO.) THE CONTRACTOR SHALL ALSO REFER TO THE "BLUE BOOK" PAGE 2.38
FOR WINTER STABILIZATION REQUIREMENTS.
CUT & FILL CALCULATIONS
TOTAL AREA
(SF) (AC)
CUT
(Cy)
FILL
(Cy)
NET
(Cy)
PHASE 1
152,460
3.50
2,534
6,203
3,669
PHASE 2
130,680
3.00
2,226
1 2,588
362
PHASE 3
67,518
1.55
1,565
1 3,071
1,506
'"'STALL TEMPORARY
1AIN-LINK FENCING
PROTECT EXISTING
JBSURFACE SEWAGE
SPOSAL SYSTEM
TREE STAGING AREA,
TYP.
■ ■AN AN in a a
00
- ,
M
a
•
TEMPORARY .�AW EXIST. DI 2
SEDIMENT �\ ` } . ° ` \ ° \` ° '' ' ♦ °, a ` ®® I'�3 \
TRAP, TYP. �. AREA DF i:: ° ' ■ ■ ■ ■ ■ �� ♦ `�e`... ` ' 11
41* AD 4
w
SEDIMENT TRAP �. ,r , ,,'� \ ■ ■g•' ".�� ♦" �.. ®� _
SPILLWAY TYP.� f \
l
TEMPORARY AND/OR PERMANENTLY IIrl LVA
.• • • STABILIZED CONSTRUCTION AREA STABILIZED CONSTRUCTION ENTRANCE f �' i TREE STAGING AREAANY
.
CONSTRUCTION EMPLOYEE PARKING CONSTRUCTION
AREA TRAFFIC
k _
s .I. 4#
•ate ��♦
;'. CHAIN LINK FENCE, - •. ,�. ••�1��� .�
TYP. . r `� .
Y'. YJ ♦ 1` ��. EXIST. DI 3 INLET PROTECTION, ■ ■ ■ ��•• ~♦e'
i-
-r f
... w ��- `'�,- c�. �♦ � ` .`_ EXIST. DI 4
wr
r
e:� v ___■ ■ EXIST. DI 5 1'■ ■r y
is
..��" ''�..'�•, :-� (l1 .�- \. n L :t ■ ■ !``...ate.'
RELOCATED CONTRACTOR a o AA� ■ ■ _
TRAILER ,s. ? \ �� \ \Lo ���.Al
j
` , ` �► NNW WW
AREA DRAIN
.D
EXIST. DI 1
CHAIN LINK FENCE,
TYP.
STABILIZED
CONSTRUCTION
ENTRANCE, TYP.
1 _
i
L,
_,_
A I / '
'I 1
4W U O �€
am
. ." �'��`, ., 4�ta ,..; : ass ' � r •.,. G"♦
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,:. �., ,,, a ,:x \
• ; q�, z _� -: �`, ", `� - ... ,° 'o . i♦� � � � ♦ \ PARKING AREA,
STABILIZED
CONSTRUCTION
■ _ -' �1 \ ,,,;..; ,,,� ' ,- ,, •. �,�,;` � �'\� ENTRANCE.
a � `. ♦ INSTALL TEMPORARY
AREA DRAIN
� •\ � \ AD 7 �CONSTRUCTION \
� � v �,�, � �� 0 „, � � � ,: '�`-14 . �FENCING AROUND
i
"£
PROP. FILTRATION
r
ti
g '
b •
yq
�•,
F TEMPORARY � ,\ ♦ ,,-%
_ AN In SILT FENCE, TYP. , N'I
F
4,
I
`. TEMPORARY
SWALE, TYP. /
� �' ♦
AM ■ ■■
�MENTTRAP '
� .--� • - SPILLWAY, TYP. ( r'
f ED S I
t
k
s
i
w1 I
411#..
,
'All .f.�+�"r 7 aF ,.: � t., `_" „ °' "� �, \ � •• "E+'�\ ' 4�P . ,i�
y
,
4
_..,:
♦In ■ .�
! i �♦ .♦ f
TEMPORARY
SEDIMENT �•
TRAP, TYP. ■
-1 .4 .I�l 14 ®®11 d'4'Q�Q
o. 4®Qq�q�clpdd<J�d
a IR�■��■ I
1
/
SEDIMENT TRAP
SPILLWAY, TYP.
,
PHASE 3 SEQUENCING -EXPECTED DURATION 5 MONTHS:
1. THIS PHASE INCLUDES PATHWAYS, ROADWAYS AND SITE FURNISHINGS,
INCLUDING BUT NOT LIMITED TO FENCES, HARDSCAPES, RAILINGS, ETC.
2. MAINTAIN ALL PRIOR EROSION AND SEDIMENT CONTROL MEASURES.
3. REMOVE JOBSITE TRAILER AND RELOCATE TO SOUTH LOT.
4. CONSTRUCTION TO BEGIN IN THE SOUTH PARKING LOT AND BLINN LOT AND
CORRESPONDING DISTURBANCES DUE TO SITE GRADING (BUMPER RAILINGS,
BOULDERS, ETC).
5. INSTALLATION OF NEW DRAINAGE STRUCTURES AD 5, AD 7, AND
ASSOCIATED PIPING.
6. CONSTRUCTION OF PATHWAYS AROUND NATURE CENTER, RAPTOR LOOP
AND ASPHALT ROADWAY TO EDUCATION CENTER.
7. CONSTRUCTION OF DRIVEWAYS TO PARKING AREAS AROUND THE NEW
MAINTENANCE BUILDING. TEMPORARILY STABILIZE REMAINING AREAS
AROUND MAINTENANCE BUILDING WITH SEED/EROSION MATS.
8. CONSTRUCTION OF MAIN ENTRANCE PAVING, CURBING AND DRIVEWAY AT
NATURE CENTER/CARRIAGE HOUSE.
9. CONTRACTOR WILL HAVE EROSION AND SEDIMENT CONTROL MEASURES ON
SITE INCLUDING BUT NOT LIMITED TO SILT FENCING, HAY BALES, AND ROLLED
EROSION CONTROL MATTING. ANY RUNOFF THAT IS CREATING UNFORESEEN
EROSION ISSUES DURING CONSTRUCTION WILL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER AND ADDRESSED IMMEDIATELY AFTER
IDENTIFICATION.
Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY, 10562
Architect:
nARCHITECTS, PLLC
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
Owner:
TEATOWN LAKE RESERVATION
1600 SPRING VALLEY RD,
OSSINING, NY 10562
Consultants:
Landscape Architects
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
NEW YORK, NY 10004
T: 212.487.3272
Civil Engineer
DTS PROVIDENT
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914.428.0010
Structural Engineer
SILMAN
32 OLD SLIP, 10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY,
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718.614.4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE, 14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date Issue
01/30/26 Issued for NYCDEP Review
03/11/26 FINAL ISSUE FOR DEP
REVIEW
i
I
Resolution N rriber __2,57
Date %2_�--I_ - _>-
CITY OF NEW YORK
DEPT. OF -NVIRONMENTAL PROTECTION
BU EAU OF WATER SUPPLY
REGULATOf 1Y AND ENGINEERING PROGRAMS
APPROVED
SEE FIRST AGE FOR DATE AND SIGNATURE
CONSTRUCTION SEQUENCE NOTES:
A. IF ROCK BLASTING IS NECESSARY, A BLASTING PLAN SHALL BE DEVELOPED THAT SHALL INCLUDE
RESTRICTIONS ON THE TYPES AND METHODS OF BLASTING AND OTHER METHODS OF ROCK REMOVAL
THAT SHALL BE ALLOWED. ANY BLASTING PLAN MUST BE APPROVED BY THE TOWN OF YORKTOWN.
B. A DEMOLITION AND CONSTRUCTION MANAGEMENT PROGRAM SHALL BE IMPLEMENTED AND
COMMUNICATED TO EXISTING TENANTS ON THE PROJECT SITE.
C. ALL CONSTRUCTION WORKERS PARKING AND ALL CONSTRUCTION TRUCK STAGING SHALL BE ON SITE IN
DESIGNATED AREAS.
D. CONSTRUCTION SHALL BE CONDUCTED CONSISTENT WITH AN APPROVED NYS STORMWATER POLLUTION
PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN DEVELOPED IN ACCORDANCE WITH THE
NEW YORK STATE STORMWATER DESIGN MANUAL (LATEST PUBLICATION) AND THE NEW YORK
STANDARDS FOR EROSION AND SEDIMENT CONTROL (LATEST PUBLICATION).
E. BEST CONSTRUCTION PRACTICES TO BE SET FORTH IN THE CONSTRUCTION LOGISTICS PLAN SHALL BE
IMPLEMENTED, INCLUDING WETTING SOIL SURFACES, COVERING TRUCKS AND STORED MATERIALS WITH
TARPS TO REDUCE WINDBORNE DUST, AND PROPER MAINTENANCE OF EQUIPMENT. ROADWAY AND Seal and Signature:
HAUL ROADS SHALL BE STABILIZED WITH TACKIFIERS, GEOTECHNICAL FABRICS AND STONE BALLAST AS
REQUIRED TO MINIMIZE DUST. ROADWAYS WILL BE WASHED REGULARLY TO PREVENT DUST FROM BEING
GENERATED BY VEHICLE TRAFFIC. TRACKING PADS WILL BE ESTABLISHED WHERE TRUCKING VEHICLES f\ NE(Vko
MOVE FROM CONSTRUCTION AREAS TO ESTABLISHED ROADWAYS. WASH STATIONS WILL BE INSTALLED ` PF E°°'
AT THE TRACKING PADS, AND THEIR UTILIZATION WILL BE REQUIRED PRIOR TO LEAVING A DISTURBED c ;'
`.x
AREA.
F. A STORMWATER POLLUTION PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHALL -,
INCLUDE SILT FENCING, HAY BALES, INLET PROTECTION, TEMPORARY SEDIMENTTRAPS AND OUTLET
PROTECTION AND CONTROL DEVICES, SWALES, BERMS, ENERGY DISSIPATERS, WHEEL WASH DOWN Q7153az
AREAS, ANTI -TRACKING PADS, MULCHING, TEMPORARY SEEDING, DUST CONTROL WITH MISTING °w )'bFESS1C
SYSTEMS (INCLUDING DURING DEMOLITION), COVERING OF STOCKPILE MATERIALS OR STABILIZATION'""
WITH AN ESTABLISHED SEED BED, AND HAY BALES. THESE METHODS SHALL BE REGULARLY MAINTAINED EXPIRES 7/31/26
AND PERIODICALLY INSPECTED AND SHALL MEET THE REQUIREMENTS OF NYSDEC STANDARDS AND -
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. Sheet Title
G. NO CONSTRUCTION EXPOSURE SHALL EXCEED FIVE (5) ACRES UNLESS PRIOR WRITTEN AUTHORIZATION IS
OBTAINED FROM THE TOWN MS4 CONSISTENT WITH NYC DEP AND TOWN CODE REQUIREMENTS, AND A CONSTRUCTION
DETAILED CONSTRUCTION SEQUENCE (INCLUDING ALL PHASES) SHALL BE PREPARED AND APPROVED BY SEQUENCE: PHASE 3
BOTH THE NYC DEP AND THE TOWN OF NEW CASTLE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK
H. ANY GROUNDWATER THAT IS ENCOUNTERED DURING CONSTRUCTION SHALL BE CAPTURED AND (10-14 MONTHS)
DIVERTED VIA CURTAIN DRAINS ALONG THE PERIMETER OF THE EXCAVATED AREAS, TO BE RELEASED IN A
CONTROLLED MANNER TO A STABILIZED VEGETATED SURFACE OR CHANNEL FOR EVENTUAL DISCHARGE
TO THE ON -SITE WETLANDS. TURBIDITY OR SEDIMENTS IN THE TEMPORARILY DIVERTED GROUNDWATER
SHALL BE CONTROLLED BY LINING THE CURTAIN DRAINS WITH FILTER FABRIC AND USING CLEAN WASHED
PEA STONE AS TRENCH BACKFILL OR OTHER APPROVED METHOD BY NYCDEP AND THE TOWN OF
YORKTOWN.
I. AS SOON AS GRADING OPERATIONS FOR AN AREA ARE COMPLETED, THE AREA SHALL BE STABILIZED. Date: 2 December, 2025
J. EQUIPMENT USED DURING CONSTRUCTION WILL BE PROPERLY MAINTAINED AND OPERATED.
K. STORMWATER MANAGEMENT PLAN(S) APPROVED BY ALL AUTHORITIES WITH JURISDICTION, INCLUDING Project No: 1023
THE PLANNING BOARD, NYSDEC, AND THE NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL Dwg By: RCC/HV
PROTECTION ("NYCDEP"), AS APPROPRIATE, SHALL BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION
ACTIVITIES, AND A PROGRAM OF MAINTENANCE (AND, IF NECESSARY, REPAIRS) SHALL BE IMPLEMENTED Chck By: MSG
TO KEEP ALL PERMANENT STORMWATER STRUCTURES IN GOOD WORKING ORDER.
L. EACH PHASE SHALL BE COMPLETELY STABILIZED PRIOR TO STARTING WORK ON THE FOLLOWING PHASE.
0 20 40 80 CSml n03
z
SCALE: 1 " - 40' Pg No:
r
-OTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO
12:24 PM C:
1023-YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-9.03 - 9.05 CONTRUCTION SEQUENCING PLAN PLT.DWG
Iz LEGEND
SEDIMENT TRAP VOLUME
(3600 cf / acre)
Number
Drainage Area
Min. Volume
Basin Area
Volume Provided
Effective Depth
(ac)
(cf)
(sf)
(cf)
(ft)
ST-1
0.41
1476
1,795
1795
1.0
ST-2
0.20
720
922
922
1
ST-3
0.53
1908
1221
1954
1.6
ST-4
0.10
360
990
990
1.0
ST-5
0.06
216
449
449
1.0
ST-6
0.23
828
520
832
1.6
ST-7
0.32
1152
763
1221
1.6
ST-8
0.18
648
1,160
1160
1.0
ST-9
0.62
2232
1,308
2354
1.8
ST-10
0.26
936
876
964
1.1
ST-11
0.30
1080
603
1085
1.8
ST-12
0.23
828
1 984
1 984
1
ST-13
1 0.31
1116
637
1147
1.8
ST-14
1 0.14
504
755
755
1
1 � I I MASS EARTHWORK /
? ___/ I I FOUNDATION CONSTRUCTION AREA (SITE MATERIAL STORAGE AREA
I DISTURBANCE)
0.0 AC
DISTURBANCE AREA RELATED TO UTILITY
i TRENCH WORK. DISTURBANCE SHALL BE + CONSTRUCTION MATERIAL / SOIL
STABILIZED AS REQUIRED TO MAINTAIN MAX. 5.0 0+ STOCKPILE AREA (STABILIZED)
AC DISTURBANCE LIMIT _F
r---I
I I BUILDING DEMOLITION >0<ASTABILIZED SEDIMENT TRAP
I IKXA
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ti
TEMPORARY AND/OR PERMANENTLY STABILIZED CONSTRUCTION ENTRANCE
STABILIZED CONSTRUCTION AREA
\\
__ _ / CONSTRUCTION EMPLOYEE PARKING CONSTRUCTION
_,__� 1) AREA TRAFFIC
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TEMPORARY CONSTRUCTION 'tif,,�1 INLET PROTECTION
FENCING
-- -- ---� TEMPORARY SWALE
■ ■ ■ ■ ■ ■ ■ ■ SILT FENCING
ALL SEDIMENT AND EROSION CONTROL PRACTICES HAVE BEEN DESIGNED AND ARE TO BE
INSTALLED IN STRICT ACCORDANCE WITH THE "NYS STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL"BLUE BOOK MANUAL DATED NOVEMBER 2016 (OR LATEST
REVISION THERETO.) THE CONTRACTOR SHALL ALSO REFER TO THE "BLUE BOOK" PAGE 2.38
FOR WINTER STABILIZATION REQUIREMENTS.
ETREE
MESA, STAGING AREA
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CUT & FILL CALCULATIONS
TOTAL AREA
(SF) (AC)
CUT
(Cy)
FILL
(Cy)
NET
(Cy)
PHASE 1
152,460
3.50
2,534
6,203
3,669
PHASE 2
130,680
3.00
2,226
2,588
362
PHASE 3
67,518
1.55
1,565
3,071
1,506
INSTALL TEMPORARY
CHAIN -LINK FENCING
TO PROTECT EXISTING
SUBSURFACE SEWAGE
DISPOSAL SYSTEM
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\\\ 1') -_ " -- 1 • PHASE 4 SEQUENCING -EXPECTED DURATION 2 MONTHS:
\�� \ I, . ■ ,� ■ / ■ *# 1. THIS PHASE INCLUDES ALL OF THE FINAL LANDSCAPING AND PLANTINGS, INCLUDING FINAL
`� r � 15 0 STABILIZATION.
\-�'-\ ___ __ k r / 10 ■ ■ I 2. STRIP STOCKPILED VEGETATION/SOIL, AND PLACE SOIL, HORTICULTURAL FILL WHERE REQUIRED.
\ 1 3. COMPLETE ALL PLANTINGS AND LANDSCAPING.
\ 4. AS PLANTINGS AND GROUND COVERS ARE COMPLETED, REMOVE INLET PROTECTION AROUND
-__ ® / NEW AND EXISTING DRAINAGE STRUCTURES.
`\\ \ \.\ ® 5. MECHANICALLY FLUSH CLEAN ALL STORMWATER PIPES AND STRUCTURES.
i--\ ®\ 5T-13 J 6. REMOVE ALLTEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES.
1 _ \
_\ _� \\ \ ® 7. PREPARE GENERAL PERMIT NOTICE OF TERMINATION.
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STABILIZED
CONSTRUCTION
ENTRANCE.
Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY, 10562
Architect:
nARCHITECTS, PLLC
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
Owner:
TEATOWN LAKE RESERVATION
1600 SPRING VALLEY RD,
OSSINING, NY 10562
Consultants:
Landscape Architects
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
NEW YORK, NY 10004
T: 212.487.3272
Civil Engineer
DTS PROVIDENT
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914,428.0010
Structural Engineer
SILMAN
32 OLD SLIP, 10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY,
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718.614.4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE, 14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date Issue
01/30/26 Issued for NYCDEP Review
03/11/26 FINAL ISSUE FOR DEP
REVIEW
f� :- - . ..,, 71,
eSQIUtIOny f� _2 - G_ -
CITY OF NEW YORK
DEPT. O .=NVIRONMENTAL PROTECTION
BUREAU OF WATER SUPPLY
REGULATO Y AND ENGINEERING PROGRAMS
AR
PRQVED
SEE FIRST AGE FOR DATE AND SIGNATURE
CONSTRUCTION SEQUENCE NOTES:
A. IF ROCK BLASTING IS NECESSARY, A BLASTING PLAN SHALL BE DEVELOPED THAT SHALL INCLUDE
RESTRICTIONS ON THE TYPES AND METHODS OF BLASTING AND OTHER METHODS OF ROCK REMOVAL
THAT SHALL BE ALLOWED. ANY BLASTING PLAN MUST BE APPROVED BY THE TOWN OF YORKTOWN.
B. A DEMOLITION AND CONSTRUCTION MANAGEMENT PROGRAM SHALL BE IMPLEMENTED AND
COMMUNICATED TO EXISTING TENANTS ON THE PROJECT SITE.
C. ALL CONSTRUCTION WORKERS PARKING AND ALL CONSTRUCTION TRUCK STAGING SHALL BE ON SITE IN
DESIGNATED AREAS.
D. CONSTRUCTION SHALL BE CONDUCTED CONSISTENT WITH AN APPROVED NYS STORMWATER POLLUTION
PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN DEVELOPED IN ACCORDANCE WITH THE
NEW YORK STATE STORMWATER DESIGN MANUAL (LATEST PUBLICATION) AND THE NEW YORK
STANDARDS FOR EROSION AND SEDIMENT CONTROL (LATEST PUBLICATION).
E. BEST CONSTRUCTION PRACTICES TO BE SET FORTH IN THE CONSTRUCTION LOGISTICS PLAN SHALL BE
IMPLEMENTED, INCLUDING WETTING SOIL SURFACES, COVERING TRUCKS AND STORED MATERIALS WITH Seal and Signature:
TARPS TO REDUCE WINDBORNE DUST, AND PROPER MAINTENANCE OF EQUIPMENT. ROADWAY AND
HAUL ROADS SHALL BE STABILIZED WITH TACKIFIERS, GEOTECHNICAL FABRICS AND STONE BALLAST AS s-`"`r _�..� -
REQUIRED TO MINIMIZE DUST. ROADWAYS WILL BE WASHED REGULARLY TO PREVENT DUST FROM BEING (,� NE�v _
GENERATED BY VEHICLE TRAFFIC. TRACKING PADS WILL BE ESTABLISHED WHERE TRUCKING VEHICLES ' . .;-PH&V '9-
MOVE FROM CONSTRUCTION AREAS TO ESTABLISHED ROADWAYS. WASH STATIONS WILL BE INSTALLED `'� � ,> ��
AT THE TRACKING PADS, AND THEIR UTILIZATION WILL BE REQUIRED PRIOR TO LEAVING A DISTURBED <,, --A
AREA. ' u
F. A STORMWATER POLLUTION PREVENTION PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHALL . d, 1 .
INCLUDE SILT FENCING, HAY BALES, INLET PROTECTION, TEMPORARY SEDIMENT TRAPS AND OUTLET .' � 5
BERMS PROTECTION AND CONTROL DEVICES, SWALES, ,
ENERGY DISSIPATERS, WHEEL WASH DOWN ' __SSA P
AREAS, ANTI -TRACKING PADS, MULCHING, TEMPORARY SEEDING, DUST CONTROL WITH MISTING • I
SYSTEMS (INCLUDING DURING DEMOLITION), COVERING OF STOCKPILE MATERIALS OR STABILIZATION EXPIRES 7/31/26
WITH AN ESTABLISHED SEED BED, AND HAY BALES. THESE METHODS SHALL BE REGULARLY MAINTAINED
AND PERIODICALLY INSPECTED AND SHALL MEET THE REQUIREMENTS OF NYSDEC STANDARDS AND Sheet Title:
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.
G. NO CONSTRUCTION EXPOSURE SHALL EXCEED FIVE (5) ACRES UNLESS PRIOR WRITTEN AUTHORIZATION IS CONSTRUCTION
OBTAINED FROM THE TOWN MS4 CONSISTENT WITH NYC DEP AND TOWN CODE REQUIREMENTS, AND A SEQUENCE: PHASE 4
DETAILED CONSTRUCTION SEQUENCE (INCLUDING ALL PHASES) SHALL BE PREPARED AND APPROVED BY
BOTH THE NYC DEP AND THE TOWN OF NEW CASTLE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK (15-16 MONTHS)
H. ANY GROUNDWATER THAT IS ENCOUNTERED DURING CONSTRUCTION SHALL BE CAPTURED AND
DIVERTED VIA CURTAIN DRAINS ALONG THE PERIMETER OF THE EXCAVATED AREAS, TO BE RELEASED IN A
CONTROLLED MANNER TO A STABILIZED VEGETATED SURFACE OR CHANNEL FOR EVENTUAL DISCHARGE
TO THE ON -SITE WETLANDS. TURBIDITY OR SEDIMENTS IN THE TEMPORARILY DIVERTED GROUNDWATER
SHALL BE CONTROLLED BY LINING THE CURTAIN DRAINS WITH FILTER FABRIC AND USING CLEAN WASHED
PEA STONE AS TRENCH BACKFILL OR OTHER APPROVED METHOD BY NYCDEP AND THE TOWN OF
YORKTOWN. Date: 2 December, 2025
I. AS SOON AS GRADING OPERATIONS FOR AN AREA ARE COMPLETED, THE AREA SHALL BE STABILIZED.
J. EQUIPMENT USED DURING CONSTRUCTION WILL BE PROPERLY MAINTAINED AND OPERATED. Project No: 1023
K. STORMWATER MANAGEMENT PLAN(S) APPROVED BY ALL AUTHORITIES WITH JURISDICTION, INCLUDING Dwg By: RCC/HV
THE PLANNING BOARD, NYSDEC, AND THE NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL
PROTECTION ("NYCDEP"), AS APPROPRIATE, SHALL BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION Chck By: MSG
ACTIVITIES, AND A PROGRAM OF MAINTENANCE (AND, IF NECESSARY, REPAIRS) SHALL BE IMPLEMENTED
TO KEEP ALL PERMANENT STORMWATER STRUCTURES IN GOOD WORKING ORDER.
L. EACH PHASE SHALL BE COMPLETELY STABILIZED PRIOR TO STARTING WORK ON THE FOLLOWING PHASE.
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PLANTING LEGEND
s s- APPROXIMATE LOCATION OF SANITARY LINE
100' WETLAND BUFFER
WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM
MILLER ASSOCIATES BY AUGUST 11, 2023
EXISTING DEER EXCLOSURE FENCE TO REMAIN
- - - - - - - - - EXISTING MAJOR CONTOUR
- - - - - - - - - EXISTING MINOR CONTOUR
EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN
/ CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF
ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR
DBH 4' RANGE FENCE FOR GROVES.
�CRZ
E:1 EXTENTS OF RAIN GARDEN EXCAVATION
TREES CODE COMMON NAME/ BOTANICAL NAME
+ ACE RBR RED MAPLE / ACER RUBRUM
+ ACE SUG SUGAR MAPLE / ACER SACCHARUM
AME CAN CANADIAN SERVICEBERRY / AMELANCHIER CANADENSIS
+ AS(T) SUGAR MAPLE / ACER SACCHARUM
+ BET LEN SWEET BIRCH / BETULA LENTA
BET RIV RIVER BIRCH / BETULA NIGRA
+ BL(T) SWEET BIRCH / BETULA LENTA
+ CAR AME AMERICAN HORNBEAM / CARPINUS CAROLINIANA
+ CAR OVA SHAGBARK HICKORY / CARYA OVATA
+ CHA THY ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES
Q CO(T) SHAGBARK HICKORY / CARYA OVATA
+ HAM HAIR HARVEST MOON WITCH HAZEL / HAMAMELIS VIRGINIANA'HARVEST MOON'
HV AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA
JUN EAS EASTERN REDCEDAR / JUNIPERUS VIRGINIANA
o LIQ STY SWEET GUM / LIQUIDAMBAR STYRACIFLUA
I LIR TUL TULIP POPLAR / LIRIODENDRON TULIPIFERA
+ MAG SWE SWEETBAY MAGNOLIA/ MAGNOLIA VIRGINIANA
+ NYS SYL TUPELO / NYSSA SYLVATICA
+ PRU SER BLACK CHERRY / PRUNUS SEROTINA
+ PIN STR WHITE PINE / PINUS STROBUS
+ QUE BIC SWAMP WHITE OAK / QUERCUS BICOLOR
+ QUE CHE CHESTNUT OAK / QUERCUS PRINUS
QUE PAL PIN OAK / QUERCUS PALUSTRIS
QUE RUB NORTHERN RED OAK / QUERCUS RUBRA
SHRUBS
0 AL HAZEL ALDER / ALNUS SERRULATA
0 AM(S) CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS
ARA RED CHOKEBERRY / ARONIA ARBUTIFOLIA
CA SUMMERSWEET / CLETHRA ALNIFOLIA
CAM SILKY DOGWOOD / CORNUS AMOMUM
€ COC BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS
IV VIRGINIA SWEETSPIRE / ITEA VIRGINICA
IVE WINTERBERRY / ILEX VERTICILLATA
{ LB SPICEBUSH / LINDERA BENZOIN
RV SWAMP AZALEA / RHODODENDRON VISCOSUM
SC AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS
FERNS
MS OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS
OC CINNAMON FERN / OSMUNDA CINNAMOMEA
GRASSES
AG RED OCTOBER BIG BLUESTEM / ANDROPOGON GERARDII 'RED OCTOBER'
CAL BL2 BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS
PAN CBZ CAPE BREEZE SWITCH GRASS 1 PANICUM VIRGATUM'CAPE BREEZE'
PV SWITCH GRASS / PANICUM VIRGATUM
PERENNIALS
ALL SCH COMMON CHIVES / ALLIUM SCHOENOPRASUM
AST D15
WHITE WOOD ASTER / ASTER DIVARICATUS
AT
BUTTERFLY MILKWEED / ASCLEPIAS TUBEROSA
Q Q Q Q Q Q Q Q
Q
CV
TICKSEED / COREOPSIS VERTICILLATA
MD
BEE BALM / MONARDA DIDYMA
\\\\\
MON BE2
BERGAMOT / MONARDA FISTULOSA
PYC NON
NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM
RH
BLACK-EYED SUSAN / RUDBECKIA HIRTA
0 0 0 0
° 0 0 ° o
SN
NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE
SYM LA4
SMOOTH ASTER / SYMPHYOTRICHUM LAEVE
TC
FOAMFLOWER / TIARELLA CORDIFOLIA
VN
COMON IRONWEED / VERNONIA NOVEBORACENSIS
HERBACEOUS
PLANT MIXES
RAIN GARDEN -SUNNY HERBACEOUS
UPLAND MEADOW
MIX
WET MEADOW MIX
—II I! i! i! i
ITL41
HYDROSEED
LAWN
REINFORCED TURF
SUB WATERSHED BOUNDARY
XXX-X SUB WATERSHED NAME
9375 EXISTING TREE COUNTING TOWARDS
MITIGATION
PROPOSED TREE COUNTING TOWARDS
MITIGATION
esoloi:ion Number
Date 3� ter% �2. S
1
Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY,10562
Architect:
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
Owner:
TEATOWN LAKE RESERVATION
1600 SPRING VALLEY RD,
OSSINING, NY 10562
Consultants:
Landscape Architects
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
NEW YORK, NY 10004
T: 212.487.3272
Civil Engineer
DTS PROVIDENT
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914A28.0010
Structural Engineer
SILMAN
32 OLD SLIP, 10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY,
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718.614.4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE, 14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date
Issue
12/20/24
100% CD SUBMISSION
02/07/25
100% CD BID SET
05/23/25
100% CD Rev 1 IFC
10/07/25
ISSUED FOR DEP
REVIEW
12/12/25
ISSUED FOR DEP
REVIEW
03/11/26
FINAL ISSUE FOR DEP
REVIEW
Seal and Signature:
r
/'r1y9' • �A� a �
Sheet Title:
PLANTING PLAN
1 OF 4
Date: 15 October, 2025
Project No:1023
Dwg By: RS
Check By: GWL
L401
0 10' 20' 40'
Scale: 1" = 20'-0"
Pg No:
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EXTENTS OF RAIN GARDEN EXCAVATION
TREES CODE COMMON NAME/ BOTANICAL NAME
O
SHRUBS
C
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`D
0
0
FERNS
\\\\\\\
\' \'\'\'
ACE RBR
ACE SUG
AM E CAN
AS(T)
BET LEN
BET RIV
BL(T)
CAR AME
CAR OVA
CHA THY
CO(T)
HAM HAR
HV
JUN EAS
LIQ STY
LIR TUL
MAG SWE
NYS SYL
PRU SER
PIN STR
QUE BIC
QUE CHE
QUE PAL
QUE RUB
AL
AM(S)
ARA
CA
CAM
COC
IV
IVE
LB
RV
SC
MS
OC
AG
CAL BL2
PAN CBZ
PV
ALL SCH
AST D15
AT
CV
MD
MON BE2
PYC NON
RH
SN
SYM LA4
TC
VN
HERBACEOUS PLANT MIXES
RED MAPLE / ACER RUBRUM
SUGAR MAPLE / ACER SACCHARUM
CANADIAN SERVICEBERRY / AMELANCHIER CANADENSIS
SUGAR MAPLE / ACER SACCHARUM
SWEET BIRCH / BETULA LENTA
RIVER BIRCH / BETULA NIGRA
SWEET BIRCH / BETULA LENTA
AMERICAN HORNBEAM / CARPINUS CAROLINIANA
SHAGBARK HICKORY / CARYA OVATA
ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES
SHAGBARK HICKORY / CARYA OVATA
HARVEST MOON WITCH HAZEL / HAMAMELIS VIRGINIANA'HARVEST MOON'
AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA
EASTERN REDCEDAR / JUNIPERUS VIRGINIANA
SWEET GUM / LIQUIDAMBAR STYRACIFLUA
TULIP POPLAR / LIRIODENDRON TULIPIFERA
SWEETBAY MAGNOLIA / MAGNOLIA VIRGINIANA
TUPELO / NYSSA SYLVATICA
BLACK CHERRY / PRUNUS SEROTINA
WHITE PINE / PINUS STROBUS
SWAMP WHITE OAK / QUERCUS BICOLOR
CHESTNUT OAK / QUERCUS PRINUS
PIN OAK / QUERCUS PALUSTRIS
NORTHERN RED OAK / QUERCUS RUBRA
HAZEL ALDER/ALNUS SERRULATA
CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS
RED CHOKEBERRY / ARONIA ARBUTIFOLIA
SUMMERSWEET / CLETHRA ALNIFOLIA
SILKY DOGWOOD / CORNUS AMOMUM
BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS
VIRGINIA SWEETSPIRE / ITEA VIRGINICA
WINTERBERRY / ILEX VERTICILLATA
SPICEBUSH / LINDERA BENZOIN
SWAMP AZALEA / RHODODENDRON VISCOSUM
AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS
OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS
CINNAMON FERN / OSMUNDA CINNAMOMEA
RED OCTOBER BIG BLUESTEM / ANDROPOGON GERARDII 'RED OCTOBER'
BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS
CAPE BREEZE SWITCH GRASS / PANICUM VIRGATUM'CAPE BREEZE'
SWITCH GRASS / PANICUM VIRGATUM
COMMON CHIVES / ALLIUM SCHOENOPRASUM
WHITE WOOD ASTER / ASTER DIVARICATUS
BUTTERFLY MILKWEED / ASCLEPIAS TUBEROSA
TICKSEED / COREOPSIS VERTICILLATA
BEE BALM / MONARDA DIDYMA
BERGAMOT / MONARDA FISTULOSA
NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM
BLACK-EYED SUSAN I RUDBECKIA HIRTA
NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE
SMOOTH ASTER / SYMPHYOTRICHUM LAEVE
FOAMFLOWER / TIARELLA CORDIFOLIA
COMON IRONWEED / VERNONIA NOVEBORACENSIS
RAIN GARDEN - SUNNY HERBACEOUS
UPLAND MEADOW MIX
WET MEADOW MIX
r`1 ,�-,'- `
/ / / / / / /
///////
-I -I -I -I -I
111 1 1 1
HYDROSEED LAWN
REINFORCED TURF
SUB WATERSHED BOUNDARY
XXX-X SUB WATERSHED NAME
9375 EXISTING TREE COUNTING TOWARDS
MITIGATION
PROPOSED TREE COUNTING TOWARDS
MITIGATION
17,v I(ition N �r- - _ S - b�3 .
, u� I lac,
Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY,10562
Architect.
"�TECTS, PL'
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
Owner:
TEATOWN LAKE RESERVATION
1600 SPRING VALLEY RD,
OSSINING, NY 10562
Consultants:
Landscape Architects
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
NEW YORK, NY 10004
T: 212.487.3272
Civil Engineer
DTS PROVIDENT
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914.428.0010
Structural Engineer
SILMAN
32 OLD SLIP, 10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY,
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718.614,4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE,14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date
Issue
12/20/24
100% CD SUBMISSION
02/07/25
100% CD BID SET
05/23/25
100% CD Rev 1 IFC
10/07/25
ISSUED FOR DEP
REVIEW
12/12/25
ISSUED FOR DEP
REVIEW
03/11/26
FINAL ISSUE FOR DEP
REVIEW
Seal and Signature:
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Sheet Title:
PLANTING PLAN
20F4
Date: 15 October, 2025
Project No: 1023
Dwg By: RS
Check By: GWL
L-402
0 10' 20' 40'
Scale: 1" = 20'-0"
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APPROXIMATE LOCATION OF SANITARY LINE
100' WETLAND BUFFER
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MILLER ASSOCIATES BY AUGUST 11, 2023
EXISTING DEER EXCLOSURE FENCE TO REMAIN
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN
CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF
ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR
4' RANGE FENCE FOR GROVES.
EXTENTS OF RAIN GARDEN EXCAVATION
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COMMON NAME/ BOTANICAL NAME
RED MAPLE / ACER RUBRUM
SUGAR MAPLE / ACER SACCHARUM
CANADIAN SERVICEBERRY / AMELANCHIER CANADENSIS
SUGAR MAPLE I ACER SACCHARUM
SWEET BIRCH / BETULA LENTA
RIVER BIRCH / BETULA NIGRA
SWEET BIRCH / BETULA LENTA
AMERICAN HORNBEAM / CARPINUS CAROLINIANA
SHAGBARK HICKORY / CARYA OVATA
ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES
SHAGBARK HICKORY / CARYA OVATA
HARVEST MOON WITCH HAZEL / HAMAMELIS VIRGINIANA HARVEST MOON'
AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA
EASTERN REDCEDAR / JUNIPERUS VIRGINIANA
SWEET GUM / LIQUIDAMBAR STYRACIFLUA
TULIP POPLAR / LIRIODENDRON TULIPIFERA
SWEETBAY MAGNOLIA / MAGNOLIA VIRGINIANA
TUPELO / NYSSA SYLVATICA
BLACK CHERRY / PRUNUS SEROTINA
WHITE PINE / PINUS STROBUS
SWAMP WHITE OAK / QUERCUS BICOLOR
CHESTNUT OAK / QUERCUS PRINUS
PIN OAK / QUERCUS PALUSTRIS
NORTHERN RED OAK / QUERCUS RUBRA
HAZEL ALDER / ALNUS SERRULATA
CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS
RED CHOKEBERRY / ARONIA ARBUTIFOLIA
SUMMERSWEET / CLETHRA ALNIFOLIA
SILKY DOGWOOD / CORNUS AMOMUM
BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS
VIRGINIA SWEETSPIRE / ITEA VIRGINICA
WINTERBERRY / ILEX VERTICILLATA
SPICEBUSH / LINDERA BENZOIN
SWAMP AZALEA / RHODODENDRON VISCOSUM
AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS
OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS
CINNAMON FERN / OSMUNDA CINNAMOMEA
RED OCTOBER BIG BLUESTEM I ANDROPOGON GERARDII 'RED OCTOBER'
BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS
CAPE BREEZE SWITCH GRASS / PANICUM VIRGATUM 'CAPE BREEZE'
SWITCH GRASS / PANICUM VIRGATUM
COMMON CHIVES / ALLIUM SCHOENOPRASUM
WHITE WOOD ASTER / ASTER DIVARICATUS
BUTTERFLY MILKWEED I ASCLEPIAS TUBEROSA
TICKSEED / COREOPSIS VERTICILLATA
BEE BALM / MONARDA DIDYMA
BERGAMOT / MONARDA FISTULOSA
NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM
BLACK-EYED SUSAN / RUDBECKIA HIRTA
NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE
SMOOTH ASTER / SYMPHYOTRICHUM LAEVE
FOAMFLOWER / TIARELLA CORDIFOLIA
COMON IRONWEED / VERNONIA NOVEBORACENSIS
RAIN GARDEN - SUNNY HERBACEOUS
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Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY, 10562
Architect:
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
Owner:
TEATOWN LAKE RESERVATION
1600 SPRING VALLEY RD,
OSSINING, NY 10562
Consultants:
Landscape Architects
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
NEW YORK, NY 10004
T: 212.487.3272
Civil Engineer
DTS PROVIDENT
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914.428.0010
Structural Engineer
SILMAN
32 OLD SLIP,10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718,614.4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE, 14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date
Issue
12/20/24
100% CD SUBMISSION
02/07/25
100% CD BID SET
05/23/25
100% CD Rev 1 IFC
10/07/25
ISSUED FOR DEP
REVIEW
12/12/25
ISSUED FOR DEP
REVIEW
03/11/26
FINAL ISSUE FOR DEP
REVIEW
Seal and Signature:
gala
Sheet Title:
PLANTING PLAN
30F4
Date: 15 October, 2025
Project No: 1023
Dwg By: IRS
Check By: GWL
L.403
0 10' 20' 40'
Scale: 1" = 20'-0"
Pg No:
0
Project:
Teatown Lake Reservation
1600 SPRING VALLEY RD,
OSSINING, NY, 10562
Architect:
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PLANTING LEGEND
68 Jay #317
Brooklyn, NY 11201
T: 718.260.0845
--s-----s
- — -
APPROXIMATE LOCATION OF SANITARY LINE
Owner:
o
100' WETLAND BUFFER
TEATOWN LAKE RESERVATION
WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM
1600 SPRING VALLEY RD,
MILLER ASSOCIATES BY AUGUST 11, 2023
OSSINING, NY 10562
�o
EXISTING DEER EXCLOSURE FENCE TO REMAIN
Consultants:
— — — — — — — — — EXISTING MAJOR CONTOUR
Landscape Architects
— --
— — — — — —
EXISTING MINOR CONTOUR
STARR WHITEHOUSE
80 BROAD ST, SUITE 1700
_
EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN
NEW YORK, NY 10004
/
CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF
T: 212.487.3272
/
ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR
/ DBH
'—CRZ
4' RANGE FENCE FOR GROVES.
Civil Engineer
DTS PROVIDENT
�`
EXTENTS OF RAIN GARDEN EXCAVATION
ONE NORTH BROADWAY
WHITE PLAINS, NY 10601
T: 914,428.0010
TREES
CODE
COMMON NAME/ BOTANICAL NAME
+
ACE RBR
+
ACE SUG
AME CAN
+
AS(T)
+
BET LEN
BET RIV
+
BL(T)
+
CAR AME
+
CAR OVA
+
CHA THY
+
CO(T)
+
HAM HAR
HV
JUN EAS
LIQ STY
a
LIR TUL
+
MAG SWE
+
NYS SYL
+
PRU SER
'
PIN STR
+
QUE BIC
+
QUE CHE
QUE PAL
QUE RUB
c%"ni in&
Q
AL
AM(S)
0
ARA
Q
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CAM
COC
IV
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LB
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RV
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VN
HERBACEOUS------------
,
RED MAPLE / ACER RUBRUM
SUGAR MAPLE / ACER SACCHARUM
CANADIAN SERVICEBERRY / AMELANCHIER CANADENSIS
SUGAR MAPLE / ACER SACCHARUM
SWEET BIRCH / BETULA LENTA
RIVER BIRCH / BETULA NIGRA
SWEET BIRCH / BETULA LENTA
AMERICAN HORNBEAM / CARPINUS CAROLINIANA
SHAGBARK HICKORY / CARYA OVATA
ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES
SHAGBARK HICKORY / CARYA OVATA
HARVEST MOON WITCH HAZEL I HAMAMELIS VIRGINIANA'HARVEST MOON'
AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA
EASTERN REDCEDAR / JUNIPERUS VIRGINIANA
SWEET GUM / LIQUIDAMBAR STYRACIFLUA
TULIP POPLAR / LIRIODENDRON TULIPIFERA
SWEETBAY MAGNOLIA / MAGNOLIA VIRGINIANA
TUPELO / NYSSA SYLVATICA
BLACK CHERRY / PRUNUS SEROTINA
WHITE PINE / PINUS STROBUS
SWAMP WHITE OAK / QUERCUS BICOLOR
CHESTNUT OAK / QUERCUS PRINUS
PIN OAK / QUERCUS PALUSTRIS
NORTHERN RED OAK / QUERCUS RUBRA
HAZEL ALDER / ALNUS SERRULATA
CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS
RED CHOKEBERRY / ARONIA ARBUTIFOLIA
SUMMERSWEET / CLETHRA ALNIFOLIA
SILKY DOGWOOD I CORNUS AMOMUM
BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS
VIRGINIA SWEETSPIRE / ITEA VIRGINICA
WINTERBERRY / ILEX VERTICILLATA
SPICEBUSH / LINDERA BENZOIN
SWAMP AZALEA / RHODODENDRON VISCOSUM
AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS
OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS
CINNAMON FERN / OSMUNDA CINNAMOMEA
RED OCTOBER BIG BLUESTEM / ANDROPOGON GERARDII 'RED OCTOBER'
BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS
CAPE BREEZE SWITCH GRASS / PANICUM VIRGATUM 'CAPE BREEZE'
SWITCH GRASS / PANICUM VIRGATUM
COMMON CHIVES / ALLIUM SCHOENOPRASUM
WHITE WOOD ASTER / ASTER DIVARICATUS
BUTTERFLY MILKWEED / ASCLEPIAS TUBEROSA
TICKSEED / COREOPSIS VERTICILLATA
BEE BALM / MONARDA DIDYMA
BERGAMOT / MONARDA FISTULOSA
NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM
BLACK-EYED SUSAN / RUDBECKIA HIRTA
NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE
SMOOTH ASTER / SYMPHYOTRICHUM LAEVE
FOAMFLOWER / TIARELLA CORDIFOLIA
COMON IRONWEED / VERNONIA NOVEBORACENSIS
RAIN GARDEN -SUNNY HERBACEOUS
UPLAND MEADOW MIX
WET MEADOW MIX
—I —I —I —I —I
HYDROSEED LAWN
REINFORCED TURF
SUB WATERSHED BOUNDARY
XXX-X SUB WATERSHED NAME
9375 EXISTING TREE COUNTING TOWARDS
MITIGATION
PROPOSED TREE COUNTING TOWARDS
MITIGATION
'o-solution l . -- 013
Date-% j
N
Structural Engineer
SILMAN
32 OLD SLIP, 10TH FLOOR
NEW YORK, NY 10005
T: 212.620.7970
MEP Engineer
OLA
50 BROADWAY,
HAWTHORNE, NY 10532
T: 914.919.3102
Lighting Designer
LUMEN
108 EAST 16TH ST, 6TH FLOOR
NEW YORK, NY 10003
T: 718.614.4502
Cost Estimator
ELLANA
32 BROADWAY, 8TH FLOOR
NEW YORK, NY 10004
T: 212.971.0936
Vertical Transportation
LERCH BATES
1430 BROADWAY, SUITE 908
NEW YORK, NY 10018
T: 212.596.4690
Acoustic Consulting
SM&W
275 MADISON AVE,14TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800
Date
Issue
12/20/24
100% CD SUBMISSION
02/07/25
100% CD BID SET
05/23/25
100% CD Rev 1 IFC
10/07/25
ISSUED FOR DEP
REVIEW
12/12/25
ISSUED FOR DEP
REVIEW
03/11/26
FINAL ISSUE FOR DEP
REVIEW
Seal and Signature:
RkYl
' oA
t!
%
Sheet Title:
PLANTING PLAN
4 0F4
Date: 15 October, 2025
Project No: 1023
Dwg By: IRS
Check By: GWL
L=404
0
0 10' 20' 40'
Scale: 1" = 20'-0"
Pg No: