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WEIR PLATE DETAILS
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DE'TENTION B
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Berkus Group Architects e Residential Architects and Planners
The Hillier Group *Conference Center Architects and Planners
von Hagge Design Associates * Golf Course Architects
Deborah Nevins Associates 9 Landscape Designers
Steve Clark Inc Associates e Urban Foresters
Paulus, Sokolowski & Sartor, Inc. @ Civil Engineers
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DIMENSIONS
D I
o< I
A
B
C
E
H
12"
30*
T
21-6"
11-5,1
51-4"
T.
151t
11 -4"
�Otd �IN
P-9"
P-2"
5'-411
18"
NUM L61
31 51"
21-2"
7 - -4"
51-81,
24'°
To
5'-0"
2'-10"
9'-2"
A �L C4xT OF
30"
V-011
Tw- 6f -
6°-3"
161-6"
6-lu
36"
4211 "
U
71_6"
7,-611
19-4"
714"
V-13"
8`5"
8'-911
22'-61'
8'-2"
48' .
1,1.911
251-6"
P-3"
CnZ,
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E -E INLET "A
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T"'LL "TRU"TURE DETAIL"'
Berkus Group Architects e Residential Architects and Planners
The Hillier Group *Conference Center Architects and Planners
von Hagge Design Associates * Golf Course Architects
Deborah Nevins Associates 9 Landscape Designers
Steve Clark Inc Associates e Urban Foresters
Paulus, Sokolowski & Sartor, Inc. @ Civil Engineers
, r1l
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DIMENSIONS
D I
o< I
A
B
C
E
H
12"
30*
1 f -31'
21-6"
11-5,1
51-4"
T.
151t
11 -4"
3'-1"
P-9"
P-2"
5'-411
18"
1 t -6"
31 51"
21-2"
7 - -4"
51-81,
24'°
1,
5'-0"
2'-10"
9'-2"
30"
V-011
6'-3"
6°-3"
161-6"
6-lu
36"
4211 "
Z' -3"
71_6"
7,-611
19-4"
714"
V-13"
8`5"
8'-911
22'-61'
8'-2"
48' .
1,1.911
251-6"
P-3"
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67A MOUNTAIN BOULEVARD EXTENSION JOB NO.
P.O. BOX 4039
WARREN, NEW JERSEY 07060
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PHILIP A. FALCONE P.E. SHEET NO.
N.Y. LIC, NO. 050546
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PAULUS 5-31-90
SOKOLOWSKI SCALE
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67A MOUNTAIN BOULEVARD EXTENSION JOB NO.
P.O. BOX 4039
WARREN, NEW JERSEY 07060
31 -.70 601-399
PHILIP A. FALCONE P.E. SHEET NO.
N.Y. LIC, NO. 050546
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SECTION A—A
REVISIONS
NO. DATE DESCRIPTION
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ALTERNATE SILT FENCE DETAIL
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Berkus Group Architects e Residential Architects and Planners
The Hillier Group 9 Conference Center Architects and Planners
von Hagge Design Associates e Golf Course Architects
Deborah Nevins Associates Landscape Designers
Steve Clark & Associates Urban Foresters
Paulus, Sokolowski & Sartor, Inc. * Civil Engineers
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SECTION A—A
REVISIONS
NO. DATE DESCRIPTION
;Y::
F,
ALTERNATE SILT FENCE DETAIL
2 -,o ee WEA ',_T Lo--,h.7to", -'V4wLX
-
I=,
lilItl
SNOW FENCE TREE...-PROO" T IEC`h T 10"* NrDETA I L
Berkus Group Architects e Residential Architects and Planners
The Hillier Group 9 Conference Center Architects and Planners
von Hagge Design Associates e Golf Course Architects
Deborah Nevins Associates Landscape Designers
Steve Clark & Associates Urban Foresters
Paulus, Sokolowski & Sartor, Inc. * Civil Engineers
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67A MOUNTAIN BOULEVARD EXTENSION JOB NO,
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WARREN, NEW JERSEY 07060 001-399
PHILIP A. FALCONE P.E.
SHEET NO.
N.Y. LIC. NO. 058548 dwoh, g
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67A MOUNTAIN BOULEVARD EXTENSION JOB NO,
P.O. BOX 4039
WARREN, NEW JERSEY 07060 001-399
PHILIP A. FALCONE P.E.
SHEET NO.
N.Y. LIC. NO. 058548 dwoh, g
Sivtutute7Uato
LEGEND
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----- _ _
EXISTING CONTOUR
t PROPOSED CONTOUR
N 0,15"o3 w PROPERTY LINE
I
PROPOSED SUBDIVISION LINE
GOLF SAFETY LINE
I
i -- GOLF CART PATH
MATCHLINE
W EXISTING WATERMAIN
1
w PROPOSED WATERMAIN
� EXISTING FIRE HYDRANT
W PROPOSED FIRE HYDRANT
EXISTING STORM SEWER
EXISTING STORM DRAIN
PROPOSED STORM SEWER
I
PROPOSED DRAINAGE INLET
PROPOSED STORM MANHOLE
PROPOSED FLARED END SECTION
PROPOSED HEADWALL
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
PROPOSED S.S. MANHOLE
PROPOSED RETAINING WALL
PROPOSED STREETLIGHT
— — WETLAND LIMIT ?.INE
� 71 ANTI -TRACKING PAD
SILT FENCE /CONCURRENT AS GRADING LIMIT LINE
INLET FILTER (FABRIC)
- DIVERSION BERM
G ENERQI N TEC
1. TOPSOILING, TEMPORARY & PERMANENT SEEDING & MULCHING SPECIFICATIONS, SEE
LANDSCAPING & ARCHITECTURAL PLANS.
2. FOR TREE PROTECTION ACTIVITIES SEE URBAN FORESTERS "CONSTRUCTION
STRATEGY TREE PRESERVATION PLANS".
STORM RUNOFF CONTROL PROCEDURES
1. IT IS INTENDED THAT ALL STORM RUNOFF DURING CONSTRUCTION FROM THE AREA
INDICATED AS THE GRADING LIMITS OF THE CONTRACT AND AREAS TRIBUTARY TO IT.
SHALL BE INTERRUPTED BY SWALES & FILTER PROTECTED INLETS AND WILL DISCHARGE
INTO THEIR RESPECTIVE SEDIMENT BASINS.
2. THE OUTLET STRUCTURE FROM EACH OF THESE BASINS WILL BE COVERED WITH SEDIMENT
FILTER FABRIC AND CONTAIN A SEDIMENT RISER.
a
EROSION CONTROL MEASURES AND SEQUENCE OF INSTALLATION
1. INSTALL SEDIMENT FENCE AND TRACKING PAD AS SHOWN.
2. REMOVE OR RELOCATE AND PROTECT ALL APPROPRIATE TREES (SEE TREE RELOCATION &
DEMOLITION PLAN).
3. COMPLETE CLEARING AND GRUBBING PROCEDURES.
4. STRIP AND STOCKPILE TOPSOIL AS DIRECTED BY ARCHITECT.
5. CONSTRUCT SEDIMENTATION BASINS WITH OUTLET STRUCTURES AND FILTER FABRIC
AS SHOWN.
6. BEGIN EXCAVATION AND FILLING FOR BUILDING AND SITE ROUGH EARTHWORK.
EXCAVATION AND UTILIZATION OF MATERIAL FROM POND AREA 0P1 GOLF COURSE WILL
PROGRESS SIMULTANEOUSLY SO THAT THE POND IS AVAILABLE FOR STORM DETENTION
AND SILTATION AT THE EARLIEST POSSIBLE DATE.
7. FOLLOWING ROUGH EARTHWORK AND COMPACTION OPERATIONS.
A. ALL AREAS DISTURBED BY GRADING OPERATIONS AND NOT ACTIVELY USED FOR
CONSTRUCTION PURPOSES SHALL BE SEEDED.
B. SUBGRADES OF PROPOSED PAVED AREAS SHALL BE EITHER SEEDED OR COVERED WITH
CRUSHED STONE.
C. ACTIVE CONSTRUCTION ROADS SHALL BE DUST CONTROLLED PERIODICALLY.
8. PRIOR TO THE COMPLETION OF THE STORM DRAINAGE SYSTEM INLET PROTECTION AND
OUTLET PROTECTION SHALL BE INSTALLED.
9. TEMPORARY LAWNS SHALL BE RESTORED BY RESEEDING AND MULCHING WHEREVER THEY
ARE DISTURBED FOR PIPE OR OTHER UTILITY CONSTRUCTION.
10. TOTAL CONSTRUCTION TIME PROJECT IS ESTIMATED TO BE APPROXIMATELY 30 MONTHS.
mei
SOIL CONSERVATION NOTES
— ---- ,
41f j
1. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CO'NDUuTED IN
ACCORDANCE WITH THE "BEST MANAGEMENT PRACTICES MANUAL".
m
2. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL SOI!_ EROSION AND SEDIMENT
CONTROL MEASURES THROUGHOUT THE PROJECT DURATION.
3. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME DURING
CONSTRUCTION. WHENEVER POSSIBLE, NATURAL VEGETATION SHALL BE RETAINED AND
PROTECTED.
4. ALL STOCKPILED SOIL SHALL BE GRADED TO BE FREELY DRAINING.
5. AL'_ SOIL STOCKPILED FOR A PERIOD GREATER THAN 30 DAYS WILL BE TEMPORARILY
GOLF CART PATH
SEEDED IN ACCORDANCE WITH THE TEMPORARY SEEDING STANDARDS.
6. UPON COMPLETION OF THE PROPOSED DEVELOPMENT AND OWNERS ACCEPTANCE OF THE J*'e' '.wI r --H eg � �
JOB, THE RESPONSIBILITY FOR MAINTENANCE OF ALL PERMANENT SOIL EROSION AND � f �'� � `���`"�'�''� an mm
SEDIMENT CONTROL MEASURES SHALL BE TRANSFERRED TO THE OWNER. 1�
7. ALL AREAS DISTURBED BY GRADING AFTER NOVEMBER 1 ON WHICH TEMPORARY OR
PERMANENT SEEDING IS REQUIRED SHALL BE TREATED AND MAINTAINED WITH MULCHING
UNTIL WHICH TIME THE GROWING SEASON ALLOWS SEED GROWTH.
1 /;41'
50 '50 100
+�
DATE
REVISIONS
_. _PAUL 8•-7--90
NO. DATE DESCRIPTIONSCALE
Berkus Group Architects Residential Architects and PlannersSOKOLOWSKIA mm O%D
p NOTE 1tt=50"
Am W a 'a and SARTOR
The Hillier Group Conference Center Architects and Planners C Al ROL M ANO"AGEMENOnowl %C%ORrr%m CONSULTING DRAWN
0
von Hagge Design Associates 0 Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y.THESE SHEETS ARE TO BE USED FOR SOIL EROSION AND 67A MOUNTAIN BOULEVARD EXTENSION
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE PO BOX 4039 JOBN°
Deborah Nevins Associates e Landscape Designers PLANS FOR ALL OTHER INFORMATION. WARREN, NEW JERSEY 07060
001-99
Steve Clark & Associates Is Urban Foresters PHILIP A. FALCONE P.E. SHEET NO.
Paulus, Sokolowski & Sartor, Inc. Civil EngineersSECTION ONE
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DATE DESCRIPTION As wmr&
Berkus Group Architects e Residential Architects and Planners
--- - I N
The Hillier Group Conference Center Architects and Planners An 5 oww%jw
von Hagge Design Associates * Golf Course Architects ("ARO"L MAN AGiffic'"M at"M T ChOo"RPs
VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y.
Deborah Nevins Associates Landscape Designers
Steve Clark & Associates Urban Foresters
4SU10"11L ERU'0"`G%1UAP'hN & SEDIMENT uuNTRU'0'4L PLAN
Paulus, Sokolowski & Sartor, Inc. e Civil Engineers SECTION TWO
N'Ntl
50 0 50 100
1 50,
NOTE:
THESE SHEETS ARE TO BE USED FOR SOIL EROSION AND
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE
PLANS FOR ALL OTHER INFORMATION.
I
DATE
PAULUS 8-7-90
SOKOLOWSKI SCALE
& and SARTOR 1"=50'
CONSULTING ENGINEERS DRAWN
67A MOUNTAIN BOULEVARD EXTENSION JOB NO.
P:O, BOX 4039
WARREN, NEW JERSEY 07060
001-399
PHILIP A. FALCONE P.E. SHEET NO.
N.Y.LIC NO 058546
Styawtw
Date
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GROUND j j,: I% ell
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Im
STONE I SIZE - - ICRUSHED STONE.
WIDTH NOT LESS THAN FULL WIDTH AT POINTS
OF EGRESS AND" IN(�RESS.
WASHING- VIHEN NECESSARY, WHEELS SHALL BE CLEANED
TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
R.O.W. WHEN WASHING IS REQUIRED, IT SMALL BE DONE
ON AN AREA STABILIZED W`tTH C) WSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT BASIN.
MAINTENANCE - THE ENTRANCE SHALL St-, MAINTAINED
CONDITION WHICH V41LL PREVENT TRACKING 'Oft FLOWING OF
SEDIMENT ONTO PUBLIC R.O.W. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH AWL SMNE AS CONDITIONS DEMAND
AND REPAS AND/ OR CLEANOUT OF ANY MEASURES USED -M
TRAP SEDIMENT. ALL SE1XMENTSPILLED. DROPPED WASHED,
OR TRAPPED ONTO PUBLIC R.O.W. MUST BE REMOVEd IMMEDIATELY.
Berkus Group Architects 0 Residential Architects and Planners
The Hillier Group o Conference Center Architects and Planners
von Hagge Design Associates 0 Golf Course Architects
Deborah Nevins Associates o Landscape Designers
Steve Clark & Associates o Urban Foresters
Paulus, Sokolowski & Sartor, Inc. 0 Civil Engineers
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CAROL MANAGEMMIENT L`;` 0 R P,
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VILLAGE F RYE BK 'WESTCHESTER
SOIL EROSION & SEDIMENT CONTROL PLAN
SECTION THREE
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THESE SHEE-TS ARE TO BE USED FOR SOIL EROSION AND
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE
PLANS FOR ALL OTHER INFORMATION.
0
se,m4llos
N\1.
50 0 50 100
1 = 50'
DATE
NPAULUS 8-7-90
SOKOLOWSKI SCALE
& and SARTOR 1"=50'
IT CONSULTING ENGINEERS DRAWN
7A MOUNTAIN BOULEVARD EXTENSION JOB No
P.O- BOX 4039
WARREN, NEW JERSEY 07060
001-399
PHILIP A. FALCONE P.E. SHEET NO,
N .1 NO. 058548
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REVISIONS
NO, DATE DESCRIPTION
AM A01%k V% wm%
PAULUS
DATE
8-7-90
Berkus Group Architects Residential Architects and Planners
AIrSM0%11
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Ak oft Am%
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REVISIONS
NO, DATE DESCRIPTION
AM A01%k V% wm%
PAULUS
DATE
8-7-90
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AIrSM0%11
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von Hagge Design Associates * Golf Course Architects
VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y.
THESE SHEETS ARE TO BE USED FOR SOIL EROSION AND
Deborah Nevins Associates Is Landscape Desi ners
67A MOUNTAIN BOULEVARD EXTENSION
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE P 0 BOX 4039
JOB
PLANS FOR ALL OTHER INFORMATION. WARREN, NEW JERSEY 07060
001-399
Steve Clark & Associates e Urban Foresters
"I"N "E"'IMENT 0"'ONTROL PLAN
ziOIL ERU'O'b U 5 w U
P HILONE IP A. FALCP.E.
Paulus, Sokolowski & Sartor, Inc. e Civil Engineers
SECTION- FOUR,
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5-'� y-.
SHEET NO.
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jNO. DATE DESCRIPTION Berkus Group Architects e Residential Architects and Planners
The Hillier Group e Conference Center Architects and Planners
von Hagge Design Associates Golf Course Architects
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Deborah Nevins Associates o Landscape Designers
Steve Clark & Associates o Urban Foresters
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DETAILARED END
PAULUS
SOKOLOWSKJ
and SA T®
CONSULTING ENGINEERS
67A MOUNTAIN BOULEVARD EXTENSION
P.O. BOX 4039
WARREN, NEW JERSEY 07060
PHILIP A. FALCONE P.E.
N.Y. 1_iCN0. 050546
Sipn�twe Date
5 -31 -
SCALE
AS SHOWN
DRAWN
JOB NO.
001-"-399
SHEET NO.
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Gl4a�4Wr--
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DETAILARED END
PAULUS
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N.Y. 1_iCN0. 050546
Sipn�twe Date
5 -31 -
SCALE
AS SHOWN
DRAWN
JOB NO.
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SHEET NO.
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--- - -----------
SECTION A -A
REVISIONS
NO. DATE DESCRIPTION
,Z-,c_j!zS A."ZAr- t !00 )0 ov.
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iiiij 11111,111111��J�
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_f 4a
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M
Berkus Group Architects * Residential Architects and Planners
The Hillier Group 9 Conference Center Architects and Planners
von Hagge Design Associates Is Golf Course Architects
Deborah Nevins Associates fe Landscape Designers
Steve Clark & Associates * Urban Foresters
Paulus, Sokolowski & Sartor, Inc. 0 Civil Engineers
N lft�� r- P
_DETA I L
FENCE TREE,.-.PRvTECTION
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PLAN VIEW
4eD
SECTION A -A
RAPIDS CHANNEL L`;'hULVERT HEADWALL DETAIL
J 4,,)
V
F, F=_4 Fit
ARROWWOO D
CAROL 'MANAGE MEN
.T CORPm
VILLAGE OF RYIE01411OOK WESTCHESTER CTY.,N.Y.!
oft
O&*ft&n DAETILS
tilITE CNSTRUCTION
MAIN
F_ c- 14 MIN-
65:�
YPICAL WATER SERVC"E HOUSE
u CONNECTION DETAIL
U
- ;,I20��JNL,2 770 21E,-_l[-:vF_
OinT�, OF SAINT CC)L,:)t:;,, OF
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CZKI 1X--XtX1:Z Y1TX:7T W"FILL 4X^. 93
PAULUS 5-31-90
SOKOLOWSKJ SCALE
and SARTOR AS SHOWN
CONSULTING ENGINEERS DRAWN
67A MOUNTAIN BOULEVARD EXTENSION JOB NO.
P.O. BOX 4039
WARREN, NEW JERSEY 07060 001-399
PHILIP A. FALCONE P.E. SHEET NO.
N.Y. L,IC. NO. 058546
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PAULUS 5-31-90
SOKOLOWSKJ SCALE
and SARTOR AS SHOWN
CONSULTING ENGINEERS DRAWN
67A MOUNTAIN BOULEVARD EXTENSION JOB NO.
P.O. BOX 4039
WARREN, NEW JERSEY 07060 001-399
PHILIP A. FALCONE P.E. SHEET NO.
N.Y. L,IC. NO. 058546
,1
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PAULUS 5-31-90
SOKOLOWSKJ SCALE
and SARTOR AS SHOWN
CONSULTING ENGINEERS DRAWN
67A MOUNTAIN BOULEVARD EXTENSION JOB NO.
P.O. BOX 4039
WARREN, NEW JERSEY 07060 001-399
PHILIP A. FALCONE P.E. SHEET NO.
N.Y. L,IC. NO. 058546
,1
4
We
LEGEND
EXISTING CONTOUR
-"` PROPOSED CONTOUR
PROPERTY LINE
PROPOSED SUBDIVISION LINE
GOLF SAFETY LINE
GOLF CART PATH
-------------
MATCHLINE
w EXISTING WATERMAIN
\N PROPOSED WATERMAIN
EXISTING FIRE HYDRANT
w PROPOSED FIRE HYDRANT
- e'v-r- -__ EXISTING STORM SEWER
15"--- -- EXISTING STORM DRAIN
PROPOSED STORM SEWER
PROPOSED DRAINAGE INLET
- PROPOSED STORM MANHOLE
PROPOSED FLARED END SECTION
PROPOSED HEADWALL
— C2 - EXISTING SANITARY SEWER
(' r_11 Q r_7IO i
PROPOSED SANITARY SEWER
PROPOSED S.S. MANHOLE
PROPOSED RETAINING WALL
PROPOSED STREETLIGHT
-- WETLAND LIMIT +.INE
ANTI -TRACKING PAD
SILT FENCE %CONCURRENT AS GRADING LIMIT LINE
INLET FILTER (FABRIC)
DIVERSION BERM
GFNFRAI. NOTES
1, TOPSOILING, TEMPORARY & PERMANENT SEEDING & MULCHING SPECIFICATIONS, SEE
LANDSCAPING & ARCHITECTURAL PLANS.
2. FOR TREE PROTECTION ACTIVITIES SEE URBAN FORESTERS "CONSTRUCTION
STRATEGY TRFE PRESERVATION PLANS".
STORM RUNOFF CONTROL PROCEDURES
1, IT IS INTENDED THAT ALL STORM RUNOFF DURING CONSTRUCTION FROM THE AREA
INDICATED AS THE GRADING LIMITS OF THE CONTRACT AND AREAS TRIBUTARY TO IT.
SHALL BE INTERRUPTED BY SWALES & FILTER PROTECTED INLETS AND WILL DISCHARGE
INTO THEIR RESPECTIVE SEDIMENT BASINS.
2. THE OUTLET STRUCTURE FROM EACH OF THESE BASINS WILL BE COVERED WITH SEDIMENT
FILTER FABRIC AND CONTAIN A SEDIMENT RISER.
SOIL CONSERVATION NOTES
1. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONDUCTED IN
ACCORDANCE WITH THE "BEST MANAGEMENT PRACTICES MANUAL".
2. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL SOIL EROSION AND SEDIMENT
CONTROL MEASURES THROUGHOUT THE PROJECT DURATION.
3. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME DURING
CONSTRUCTIGN. WHENEVER POSSIBLE, NATURAL VEGETATION SHALL BE RETAINED AND
PROTECTED.
4. 4LL STOCKPILED SOIL SHALL BE GRADED TO BE FREELY DRAINING.
5> AL'- SOIL STOCKPILED FOR A PERIOD GREATER THAN 30 DAYS WILL BE TEMPORARILY
SEEDED IN ACCORDANCE WITH THE TEMPORARY SEEDING STANDARDS.
6, UPON COMPLETION OF THE PROPOSED OEVELOPMENT AND OWNER`S ACCEPTANCE OF THE
JOB, THE RESPONSIBILITY FOR MAINTENANCE OF ALL PERMANENT SOIL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE TRANSFERRED TO THE OWNER.
7. ALL AREAS DISTURBED BY GRADING AFTER NOVEMBER I ON WHICH TEMPORARY OR
PERMANENT SEEDING IS REQUIRED SHALL BE TREATED AND MAINTAINED WITH MULCHING
UNTIL WHICH TIME THE GROWING SEASON ALLOWS SEED GROWTH.
EROSION CONTROL MEASURES AND SEQUENCE OF INSTALLATION
1. INSTALL SEDIMENT FENCE AND TRACKING PAD AS SHOWN.
2. REMOVE OR RELOCATE AND PROTECT ALL APPROPRIATE TREES (SEE TREE RELOCATION &
DEMOLITION PLAN).
3. COMPLETE CLEARING AND GRUBBING PROCEDURES.
4. STRIP AND STOCKPILE TOPSOIL AS DIRECTED BY ARCHITECT.
5. CONSTRUCT SEDIMENTATION BASINS WITH OUTLET STRUCTURES AND FILTER FABRIC
AS SHOWN.
6. BEGIN EXCAVATION AND FILLING FOR BUILDING AND SITE ROUGH EARTHWORK.
EXCAVATION AND UTILIZATION OF MATERIAL FROM POND AREA %! GOLF COURSE WILL
PROGRESS SIMULTANEOUSLY SO THAT THE POND IS AVAILABLE FOR STORM DETENTION
AND SILTATION AT THE EARLIEST POSSIBLE DATE.
7. FOLLOWING ROUGH EARTHWORK AND COMPACTION OPERATIONS.
A. ALL AREAS DISTURBED BY GRADING OPERATIONS AND NOT ACTIVELY USED FOR
CONSTRUCTION PURPOSES SHALL BE SEEDED.
B. SUBGRADES OF PROPOSED PAVED AREAS SHALL BE EITHER SEEDED OR COVERED WITH
CRUSHED STONE.
C. ACTIVE CONSTRUCTION ROADS SHALL BE DUST CONTROLLED PERIODICALLY.
8. PRIOR TO THE COMPLETION OF THE STORM DRAINAGE SYSTEM INLET PROTECTION AND
OUTLET PROTECTION SHALL BE INSTALLED.
9. TEMPORARY LAWNS SHALL BE RESTORED BY RESEEDING AND MULCHING WHEREVER THEY
ARE DISTURBED FOR PIPE OR OTHER UTILITY CONSTRUCTION.
10. TOTAL CONSTRUCTION TIME PROJECT IS ESTIMATED TO BE APPROXIMATELY 30 MONTHS.
50 50 100
Derkus Group Architects e Residential Architects and. Planners
The Hillier Group Conference Center Architects and Planners
von 1-lagge Design Associates Is Golf Course Architects
Deborah Nevins Associates e Landscape Designers
Steve Clark & Associates e Urban Foresters
Paulus, Sokolowski & Sartor, Inc, e Civil Engineers
I
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0
GOLF CART PATHPROPOSED -Z-L)6P1\jI'6ICN
PAULUS
SOKOLOWSKJ
and SARTOR
NOTE F111111111- S CONSULTING ENGINEERS
THESE SHEETS ARE TO BE USED FOR SOIL EROSION AND 67A MOUNTAIN BOULEVARD EXTENSION
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE PO BOX 4039
PANS FOR ALL OTHER INFORMATION. WARREN, NEW JERSEY 07060
PHILIP A. FAL_ NE P.E.
(7 N.Y. L.1 . NO. 050546
Slptaalura Oslo
slow
U
GOLF CART PATHPROPOSED -Z-L)6P1\jI'6ICN
PAULUS
SOKOLOWSKJ
and SARTOR
NOTE F111111111- S CONSULTING ENGINEERS
THESE SHEETS ARE TO BE USED FOR SOIL EROSION AND 67A MOUNTAIN BOULEVARD EXTENSION
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE PO BOX 4039
PANS FOR ALL OTHER INFORMATION. WARREN, NEW JERSEY 07060
PHILIP A. FAL_ NE P.E.
(7 N.Y. L.1 . NO. 050546
Slptaalura Oslo
E
40,00
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H BS -X I STI
cowTpwcTlct4 IN 5uck D. HANNeR TO He -r 74Spe-rvirosi
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INFOF-K4TION wo PRA"'NiNrps OF 114F,
COW CF..N7r--R. 0U L.0 LW-.HATS0 OR lWC09PW,-rL:T-
644A2TF-0 UrILITSS E36 UNCOQC-i3F-0 CICNT OWNSRS'
-74,Krz CA42S TO +:19SVSKjT CAHACoE TO SXINTI N* UTI LIITIaS,
IP t2 F, 0eW;26 -rAKF- IMm*,oATF- mr=AsjgEs To* Kap4t,,R
VAIMAroP,P UTIL.ITIS4.
100' #41N. RIGHT OF.
WAY
a. N.
I
I N.
EXISTING GROUND
PROFILE
100' MIN.
r PUBLI C
R O.W.
EXISTING d;`+
GROUND
PLAN
4
NOT E S.
STONE SIZE 2/2" 1'/2 - CRUSHED STONE.
WIDTH NOT LESS THAN FULL WIDTH AT POINTS
OF EGRESS AND' IN(;RESS.
WASHING, V/HEN NECESSARY, WHEELS SHALL BE CLEANED
01
TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
R.O.W. WHEN* WASHING IS REQUIRED. IT SHALL BE DONE
ON AN AREA STABILIZED WITH ICIWSHEO STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT BASIN.
MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A
%
CONDITION WHICH WILL PREVENT TRACKING Oft FLOWING OF
ONTO
SEDIMENT PUBLIC T.O.W. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH ADO'L STONE AS CONDITIONS DEMAND
AND REPAIR A.40/ OR CLEANOUT OF ANY MEASURES USED 'M
TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED, WASHED,
OR TRAPPED ONTO PUBLIC R,O.W. MUST BE REMOVED IMMEDIATELY.
vJA LL
0,
STABILIZED CONSTRUCTION ENTRANCE
0
RANGE
Berkus Group Architects IsResidential Architects and Planners
The Hillier Group e Conference Center Architects and Planners
von Hagge Design Associates e Golf Course Architects
Deborah Nevins Associates Landscape Designers
Steve Clark & Associates Urban Foresters
Paulus, Sokolowski & Sartor, Inc. 9 Civil Engineers
INV. -2 ,V2
CAROL MANAGEMENT CORPS
VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y.
SOIL EROSION & SEDIMENT CONTROL PLAN
SECTION THREE
H°* (or,- ----)
N\j. /- 7 112q15.-,1-7
I
Voit4T
e4--- A L- � N aP PA FFt F-',, TC M X i Tf N Ci
C,�N rspa NC4-- cf�:.'re-p) AX1,5
I N12IC-4TEP
NOTE:
THESE SHEETS ARE TO BE USED FOR SOIL EROSION AND
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE
PLANS FOR ALL OTHER INFORMATION.
110
k,
� =1
11 a 9m WA WIA
50 0 50 100
1 = 50'
DATE
PPAULUS 8-7-90
SOKOLOWSKI SCALE
& and SARTOR 1"=50' ER CONSULTING ENGINEERS DRAWN
67A MOUNTAIN BOULEVARD EXTENSION
P 0, BOX 4039 JOB NO
WARREN, NEW JERSEY 07060
001-399
PHILIP A. FALCONE P.E. ---
SHEET NO,
N.Y. Ll[NO. 058546
--Aq
100, AAS It 1 1L*
IIV<
IkAATr.141 -IN F:-, Air
r
CA51MIAL)4447
WA -H
4
f L
124 FT w i OE i 4 r -T, W it7e
REVISIONS
NO DATE DESCRIPTION
BerBei
kus Group Architects *Residential Architects and Planners ARROWW D
The Hillier Group *Conference Center Architects and Planners
UAROL M AANA GEM N T 0% OR`
von Hagge Design Associates e Golf Course Architects
VILLAGE OF RYE BROOK ESTCHESTER CTY.,N.Y.
Deborah Nevins Associates 0 Landscape Designers
FF
Steve Clark & Associates * Urban Foresters
1") U UUN KU
S 0"A I L E w Rhu" S 0 N E I M E N T L 9"'LAN
Paulus, Sokolowski & Sactor, Inc. 0 Civil Engineers SECTION. FOU11
&I
1-1, 4io
E `j
-- ----- --- --
T
L7
50 0 50 !00
1 50'
DATE
PAULUS 8-7-90
SOWSKJ SCALE
d SARTOR 1"=50'
CONSULTING ENGINEERS DRAWN
THESE SHEETS ARE TO BE USED FOR SOIL EROSION AND 67A MOUNTAIN BOULEVARD EXTENSION JOB NO.
SEDIMENT CONTROL ONLY; SEE GRADING AND DRAINAGE P�O� BOX 4039
PLANS FOR ALL OTHER INFORMATION WARREN, NEW JERSEY 07060 001-399
PHILIP A. FALCONE P.E. SHEET NO.
N.Y. LIC. NO. 056546
41i 5-1.2
A_
C