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26 NOTE:
% ALL EXISTING, PROPOSED AND FUTURE DEVELOPMENT SHALL BE SUBJECT TO THE
PARKING t_\) 0AR1<1NG ARZ-A APPROVED PUID CONCEPT PLAN AND SECTION 2'50-7E, AS AMENDED, OF THE
WL TIAL
A39 _-V, _\ �t
+ 285-80 VILLAGE'S ZONING CODE. ANYFURITHER DEVELOPMENT, ON THE NON-RESIDEN
PORTION OF THE PUD AS SHOWN ON THE PUD CONCEPT PLAN $HALL eEAjMJ7ED
TO AN OFFICE USE AND SHALL NOT EXCEED 75,000 SQUARE FEET OF OROS
FLOOR AREk FURTHER. AN AGREEMENT AND DECLARATION OF COVENANTS DATED
264 %
NOVEMBER 10, 1998 BETWEEN THE DORAL GREEN$ HOMEOWNERS ASSOCIATION INC.,
cAIRWA)'
+ 28
DORAL CONFERENCE'CENTER ASSOCIATES AND KS8 ARROWWOOD RtALTY-CORP.
6 -J16 PLACES ADDITIONAL RESTRICTIONS ON FURTHER DEVELOPJVIENT� ANY REQUEST TO
J0169
d + L.P. 313�74
2,96
I + _154.81 -RESIDENTIAL PORTION
+ INCREASE THE MAXIMUM FLOOR AREA RATIO FOR THE NON
OF THE ARROWW0OO/0QRAL GREENS PLANNED,UNIT DEVELOPMENT SHALL R UtRE
+
3167 APPROVAL BY THE VILLAGE BOARD OF TRUSTEES.
N
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Unauthorized 01terdtions or additions to this drawing is
C a violation of Section 7209 (2> of the Now York State
+
+ -'1571AV 0AR1f'11V,- AReA v /P STOP SIGN
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12,,75 2 0 the Board of Trust 9 of the Vill ,
69
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M�020
VVESTC�4ESTEQ COUNTY NY',
SIIEET OF SPEETS
0 251
OWN JUNE 5 1 998
lb
SCALE, AS � SP
-REVISED. DECEMBER 10, 1999
+
-:DECEMBER 8 199$
+
RE\ASED. - DECEMBER 1" 1999
�REVISEt% NOVEMBER 5, 1999
Rjtl�jSto�.'SEPTEMBER 14r j.0q4g'_,,'_
10
FEBRUARY I 199t)
REMSED:, DEC EMBER
NOVEMSER,
AEVISED,
REVI%D: OCTOBER 9,,' 19W
AGIdEb �SIY F.P; -CLAR
AND PL
+ REVISED. SF_PTf:M8ER,2. 1�994, AD60,WETL K ASS6b�
REVISED: AUGUST 19, 1900
2,0\
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7 tOARA&F lC S1 TE rn IA2 Z&A'ISANO reE, IEX. CS 9, 4 E)dS__nNG CS DI ,it NG CS DI INV. 15" 315.22 RIM 300.62 316.55 INV. 297.17 INV. EX. 12" PA PO 2 0-1 Z* POOZ 298 ORA IN PIPE comw-0717va CS g 0=.yoo. 60' /�Jfg. ANO CA9 Fly SWH 1-297 60' 00' /F -T16'65;7.96 L.F. 15" HDPE O-JW7 7$ BR IOOK 0, BLIND t1on eA7S,771VG O�50 01 12" 49RAIN,-�Pe. CLUB QC A PRO V WA NSSCRETF, (Typ.) SEE LANDSCAPING PROPOSED 'GR� S FOR DETAILS. F0 9-J20. U I HER 41.75 L.F. 12" PLANS By E,YIS77N49 i X wiv� HOPE 11.19 X 7J' Cal
0 Er 09 A -- ------- R '6a 1,61 INV� 15" IN 31 5. a % "0.11 :r INV. 18" OUT 314.8 IT01.20' 13 II-Z_06� 75' TNV�--EX. 12" IN 31 8AI 46 HIM 326.00 IA" DROP CONNECTION F 101 NV. 32�5.QO 74.83 L.F. Steel (x) 0 R-29 9,7' RES147_rW6`E- 2.27 X to PROPOSED 6' DIP 4 t RIM 320.75 LOCATION MAP OP INV. 314.57 SMH A TEL. M.H. C QC RIM, 266.20 SCALE. I 1 5 00' -4) INV. 262.02 I\\�4RI<ING AREA F0 -_--------- 6 WAZIr rO Fo IG .1;165 17' 6" DIP RE -MAIN 54 CLASS 52 --------- r4 -r INV. 271.00 4 DIP NU '2 N3*26'22"W 4 PR N86'42'57 23,02: .. .......... 11w PROPOSED 4- -;i 25"W L�F N$7'0 OUTING FOR - IROUTING FOR F
PROPOSED 8" DIP 8- P R 35 XTENDING IECTRIC SER jSTjt4G EXTENDIN 6.34 X N 5'x6' CONCRETE PAD 5x6' CONCRETE PAD PHONE SI 0---,TOZ. 71' ICL 52 WATERMAN 2R)ACE \ INV, 263.50 SEE SIDEWALK DETAIL (TYP.) 1�,>95. 01' 0=-%0�9 SEE SIDEWALK DETAIL 1--994. a. I GAS SERVICE IAp, IINV. 272.00 QC le - -,I >) Fol 1 "J QC l0 HOTEL PARCEL C .10 i 0 15 30 60 90
IISCALE- I 30' TO BE REMOVED I IV&t 4� NG ADDITION L 16 tAt- r -A. I F' HOUSI PROPOSED i0xiOX10 3 10 UtV- 30"O, I5th FLOOR C TEE 4th FLOOR ELEV- 290'uv CONCRETE PAD AND I7 N TO GRADE �LEV. 286-00', 0 3,d FLOOR E -4tv- -7 -11 EWALK DETAIL (TYP.) 2nd FLOOR F USED ist FLOOR tLr C::� z 1--;'77 86 LEGEND 'AR er ORAIN PIRIM9 1-,�17,7 71 "N I AND SrPUC7z11?rS /V 0-1 i Ct�oling E -LOCATE R&WOWD. I EXISTING PROPOSED EXISTING 2.74� DMH 5E % P.50,04 7 rower WATERLINE QC 9.06 L.F. 270.�O DRAIN MANHOLE
10" STORM DRAIN 7780 e 52,22%. SEE BUILD ASS t)V IPLANS FOR MATERIAL. rx W ro s4c 4/0 EXIS R, CA 010 W, 0 0 SEWER MANHOLE 0RA11V />/p4F ZE F0_1 ------RAISE EX. RIM
Z3 R:-2,8,JX FROM 321.98' EIS17NG
TO /?ES/017
-I66.7J 4 � \C� HYDRANT
323,26'. Nin5 a-J.V1.6 08' SER\nC-_ INV. 3O^ 261.23 OPOSED PR. 12" IN .98
PROPOSED BOLLARD DRAIN INLET INV. 1 O" 265.80 SaWN5,-W 364A/ .t., INV. EX. 12" IN 31 % IINV. EX. 12" OUT .38 SEE LANDSCA, TI0 WATER VALVE DMH 4E PLANS FOR DETAILS LF. "101 RIM 276.25 BY OTHERS (TYP). I34.23 L.F. OMH 3E' 30" RCP 552
44.47 L.F. P. 7.T, 0 % 1A INV, 268.21 VERIFY STYLE, MODEL NTH i (? 0 rn 0 30" RCP DMH 2E RIM 272.87 4.23 X % A 4.23 7. INV, 30" 266.33 LANDSCAPE ARCHITECT. QC 18 6M, RIM 270.25 I lIM :2
3 3 1-250,4-T' INV. 262.68 INV. 12" 268.98 -0 ILI r> I 11 [g QC Row SITE LIGHTING
EXTEND EX. (QUICK CUTOFF) bA DRAIN PIPE V_ Ail 319.65' ........ 0 0> NOTE: RAISE EX. RIMS TO BE ACCESSIBLE I 12" HDPE i EFL n0 FL SITE LIGHTING
OPE IS PROPOSED. IN 316.83: IE) (EX. SMH 1A, EX. DMH 5.26 % (FULL LIGHT) (P 10 4 NV.(18" 1 NV� 24" KI 13 z REMOVE SITE LIGHTING F %..O HEADWALL 7EVNIS 001 -IRT 0 I294 _294- CONTOUR LINE
0 Irk-IVNIS SrRZICRARE' + 407. i SPOT ELEVATION IAil I47 WALAff LOCAT
164 Q 0 f WETLAND FLAG WL S1 3
EX. DRAIN I TO REMAIN iSTORM SEWER -- ---- -- J--;>67 40' -�..XA 111W WATER PIPING in r --------------- 7 0 ------ - - ----- 0 1-.246J. 5-;" 11 SANITARY SEWER 70.02 L.F 177. PARk'11VG A,'?,' -A 15" HOPE 11 INV 8.61 X APPROX. > LOCATION 12" RCP UTILITY IDENTIFICATION TEL. MANHOLE 6-XIS771VO AZC __ - _y_ - ---- \ " I ti I QC FL ......... 0 WL A38 _ 7 11VII Z67,6J MANHOLE AS toj.\ REQUIRED t Ii8' j/7 11VV Z67 09 A OC* AW IN 716 IIIN r Ii 1 80, MIN� Mkab SUBSURFACE (TYP I100, ATER QUALITY GA RAGE PROVIDED. 52 CBIH 5'6
PAR'ING AR4_A RIM +/- 286.1 G*tLTY-TNV. 305.50 MV P14YNO MATCH EX, RADE OARA6L CB 6A WL A39 RIM 313.74 4 -24' 308.5 0
-11W 0j, NV. 15" IN 309.50 V. OUT 309,_ 2 FAIR WA IREMOPE 6, 30700 W" 4'2RAIN 12-* HD - T 0 E�� �;E /_J1Z. oz, I40 L. F. 16" /`vvif/. fly, IIE 2.5 X CA., 26.55 HDP HOP75 18.2.7 %
0 Wi 40 0 QC > QC Lu I % C�,5AZIJ IL 85' �"1572NG 411401NO 0 .50 IEX DRAIN PI PE TO* REMAIN� Unauthorized alterations or additions to this drawing Is a violation of Section 7209 (2) of the Now York State
REMOVE EX. �4-X� 5 7RIPIIVG END SECTION 00 00 C6 Education Low. 0 I I 1,
01 2H RIM 309.77 RIM +/- 283.7 EX15rllVG PARI,611VO AREA k I-) - PROPOSE I I 11_� - ),� \1 INV. 305.52 MATCH EX. GRADE 7 Al2 WATER QUALITY GALLEY W INV. 280.45 QC STORAGE PROVIDED: 340 .F. GALLEY INV. 276.50 A GALLEYS f6 BE, DESIGNED FOR'�FI20 LOADING 154 CB RIM 309 94 INV. 305.76 01 F 12" HDk TO RIELOCATE-M GOLF 0 -0A1LEYS 279.PD-) DRAIN DISCHARGES RIM 291.46 TO CS 2H. - - - - - - EX. DRAIN INV. 289.3 1104107g ne,7 IIy GREEN 17' 7' I(01 i WL A47 11 I I5r sr", I20 FAIRWAY IWL A 8 GREEN AK5-' 5/_ This site
plan Is APPROWD per Resolution of
Z0, the Board ofTrustees of the NAlloge of Rye 1 -.?5-T 95' Brook, doted DMH 4A 56 RIM 307. pv�- R -.?59, 9.6 _J� 40,
IVO 45' INV. 303.33 40, Irancis L. Filipowski yor bot4 \0 ST R 17,29 0-305.47' 1 -.YO -T 2_1' 8 RALPH G. MASTROMONAC"Of P.E., PI.C.
Consulting Engineers (D -Toe. I 13 Dove Court, Croton -6n -Hu w York 10520
R-291.20' 1-206. 60' 1 --pee. 55' - -2820 Fax
141 t) 0 Aj(*t471 II�el,5271VG OARKINO AR,6A TEL. M.H. IUTILIT 0 A PZ1 Q 0 VV VAV EQ;
IW CONFEQENCE TQAINING
va, IYE BP,)r,)OK VILLAGE OF P� 4 AND TOWN OF PAPQISON (D COUNTY NY VVESTCIIESTER &4EET OF S1_4EETS I C -q '1998 SCALE AS SHOWN JUNE 3, REVISED: DECEMBER 10, 1999 REVISED, DECEMBER 8.1900., REVISED- DECEMBER 1. 1999 PROP POO, ED REVISED: NOVEMBER 5, 109 'Ao'H UNDERGROU REVISED: SEPTEMBER 14, 1999 (Not F04,1/7o,') TEL. SER REVISED: FEBRUARY 1, 1999 REVISM, DECEMBER 1. 1990 NOVEMBER 13, 1998 REVISED TING REVISED: OCTOBER �9'1 1998 CONNECT EXIS ASSOC. Y F.P. CLARK 10', HDPE REVISED SEPTEMBER 2.1998. ADD, ED WETLAND FLAGGED 8 DRAIN 0" REVISED: AUGUST 1,2.,1998'
EQ REVISED: AUGUST 3., 1998, �PROPOS D! 3A_oe L31 IIIS
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PROPOSED 'GRASSCRETE. (TYP
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PLANS By OTH
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UNIT
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it
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J11 41'
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AND UNIT PAVING O�Y OTHERS
PLANS FOR GRAS� PAVING
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276
+
GRASS
PAVINU +1847 7
ON GRASS PAVIN'
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ROPOSED �2'000 304.00,
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CON RETE PAI FLOOR ELEV. 295-Ou ROP SEO D 286-00' :2 PROPOSED CUF
1P �ND'
DOO WAY TO GRADE 2n F O�� YLTE� 277.00' ReMO W R;Z
SEE SIDEWALK DETAIL (TYP.) NOT U5t-u P SED WALK DSED 1: 1, SLOPE 1 st
TABILIZATION' (TYP
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$Kim M%m
27��64 47' PROPOSED BOLLARD -Po
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PLANS FOR DETAILS
WATER VALVE
BY OTHERS (TYP).
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4
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till
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REMOVE SITE LI,GHTING
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WETLAND FLAG
2,5
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255.1
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HAYBALES'STAKED
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PROPOSE:
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C 2;70,5
tPITIED OCL
R kin- DROP
F 520.0
t��,�OA C E
NAN
CUR,& 322
R*
100' PROPOSED
PARKING PAR,<11V0 ARiA
i \ k
SPACE WL 39
+ B
PAQ<ING SCI-4ED JLE
4,
+ 284.7* REWIRED PROVIDED
541 541
296 e P 313,74S EXISTING:
2g6 + PROPOSED:
VILLAGE REQUIREMENT
VO VRR
'0�.qss 100 GUEST ROOMS I SPACE/ROOM 100 100
v9L 314.63 1 SPACE/THREE EMPLOYEES 61 65
284,50
215 DINING SEATS 54 54
46 0
f TOTAL PARKING SPACES: 215 219
172 176
14-, EA7S77NO 4 C\
OC
SKE113ALL OAq
6 (TY0.) MINIMUM SPACES 00 PERCENT
BA
6 PORTA
E-A,1577Atv- 941140ING BE 'I�E �R4�� CD 713 717
T GRAND TOTAL:
+ 284.25 298
3 314 --------
6
Unauthorized alterations or additions to this drawing Is
a violation, of Section 7209 (2) of the Now Yt*k State
4'-XI57IA14F PARA -11V6' ARZ-A
Education Low.
300
I A f +
/*
5/- A
+
26`0
259.9
-PbLE AT TEM
BASKETBALL COURT)
P
AlousIng A'
25,9, +
-9
+ 28,90
\+ --- ------
+
+ +
57'
+ 26i. 16
310
260 e
QC
+
RO
A47
+ 7
57- 5T
+ 1z
+ -�9-1 7
................ +
r-AIRWA >1
WL A 8
.5,
This site plan Is APPROVED per Resolution of
5r
Sr
---- - -- the Board 0� TrUst*ee of the V1116 0 of RYS
Brook, 4
2,68� -2
275,2 \\0
274,7 294.4 0C
+
,�722 + C
It'roncle powki, 4or bot
SF 292.5 0
+ 25,7.
Af
+ MASTROMOM
+ \< + RALPH G.. ,,P.E.,. P.C.
Consulting, Engineers
York� 1
r --- �1'1, \, 0 + 45 ':e?,77 6 on-dn-Hu 0620
279.5 13 Dove Court, Crof
914M 2820 FX
---- -----------
0
J07 0
-,-X�,17NG -AR1r11VG AR, --A +
Aqo
04 5
EQOSION CO AN
+
+ 310 9
AQQOVVVVOO
+ CONFEQENCE TQAININ ii\JTEP�
0 2,94.5
VILLAGE OF QYE BQOO<
+ AND TOWN 'OF I-4AQQ1SON
VVESTCI--1ESTE COUNTY, NY
SPEET OF
r -v/
1 998
SCALE S SHOWN' UNE '3,,
VI R 10, 1999
+ REMSED: DECEMBER S. 1999
REVISED: DECEMBER 1. 1999
REVISIED-, NOVEMBER 5, 1999
REVISE0. SEPTEMBER 14,1990
REVISEQ:'FEBRUARY 1, 1,999
-7
REVISM DECEMBER 1, jog$
I<i REVISED., 'NOVEMBER 13, 1998
PEMSO-
OCTOSER 9 19913
SSOC.
RtV1SED. SE:PTEMBER �. 1908: ADDED AAC -AND FLAGGE6 SY,�.F- ARK A
REVISED: AUGUST 12, 19,98
+ 2705 1-0 REMSIED* AUGUST3
+
19918
+
S17
+
_w
T"T,
A
w
% .....
L
T
S PLAN FOR
EE WIDTH
3.5" DIA, KNOCKOUTS TOPSOIL 1 1/2- ASPHALT CONC. ITEM 403.16 TYPE 6
TING TOP COURSE
EXISTING EXIS
LA TH
FRAME AND GRATE R BACKFILL
C3 C3 M EZI
EXISTING BINDER COURSE TACK COAT
ON EXISTING INLET PROPOSED CURBLINE 1 EMM M=[M= cm 1=3 [M 1:3 =3 ITEM 407.0101
OUT OF ALIGNMENT.
GENERAL NOTES.
0 FILTER FABRIC
C= E CZ3 =1 E=3 CD M M
SLOPE AS SHOWN ON SITE PLAN 1. THE CONTRACTOR SHALL LOCATE AND VERIFY� IN THF FIELD ALL UTILITIES
48" 2" CRUSHED
EXISTING CURSLINE 4!-0" I= I= = EM M STONE 5' GAS, WATER. ELECTRICAL - BUORE THE START OF CONSTRUCTION.
= C3 M =1 IM
mmm
TION OF
1 V-3 1/2 INLET THE DIREC
PIPING THE INSTALLATION OF WATER AND SEWER1SHALL BE.,UNDIER
3" WALLS I-_ 6" MIN. A N.Y. STATE LICENSED PROFESSIONAL ENGIN
EM -QUIRED AND CERTIFIED BY,A N.Y. STATE
INV. TO MATCH GALLEY INV,
4" PERFORATED PVC 3, AS BUILT PLANS SHALL BE RE
I RIPRAP: LICENSED PROFESSIONAL ENGINEER.
8" W =:-HEI
-W 00
PRIVATE LANDS, SHALL BE
:71 fl I d5o 12" EXISTING SUBBASE
t 4. ALL PROPERTY DISTURBED IN THE R.O�W. OR ON
4'-0' VARIES
M, =3 =1 I= REPAIR EXISTING POTHOLES RESTORED TO NEW CONDITIONS.
W
411 -, -_ _::_ � 11 t . . . . . . 112- GRAVEL
END SECTION
24" LINING 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND
24- THICKNESS 18" 2
24* --4W 2".
2,5- DIA. KNOCKOUTS PERMITS REQUIRED FOR CONSTRUCTION.
W 6" CLEAN FILL
INSTALL NEW
EXIST. OVERSIZED DRAIN CORNER PLAN GRAVEL TO BE SURROUNDED PAVEMENT RESUPFACING SECTION 6. THE ROAD AND UTILITIES SHALL BE: STAKED IN THE FIELD BY A N.Y.
STRAIGHT PLAN
INLET TO ALIGN RIM 4" BY FILTER FABRIC. STATE LICENSED SURVEYOR OR ENGINEER.
< DRAIN - ------------ < A N.T.S.
PIPE WITH PROPOSED CURB, -4
6" MAX. C3 Cj 7. UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE TOWN/
VILLAGE AND CON EDISON.
SEE PLAN FOR W1DTH
W FILTER FABRIC
8. ALL DRAINAGE PIPE TO BE HOPE UNLESS OTHERWISE NOTED.
AS REQUIRED t: 4'-0" NOTES, 2" ASPHALT CONC. ITEM 4103.16 TYPE 6 ONCRETE. THE USE
-24 --j-48 9. CATCH BASINS AND DRAIN INLET$ ARE To BE PRECAST C
M 1=1 18" DIA. COVER 1. LINING THICKNESS SHALL BE 4" FOR CONCRETE, OF FIELD CONSTRUCTED STRUCTURE$ ARE ONLY UPON APPROVAL BY THE
6" BASE COURSE SHALL CONSIST 3' WALLS- I1�5 TIMES THE MAXIMUM STONE DIAMETER FOR
d -0 - 15" OR LESS, OR 1.2 TIMES THE MAXIMUM 4" ASPHALT BINDER ITEM 403.11 ENGINEER.
SECTION OF COMPACTED 3/4" CRUSHED STONE 1 5
6' CIRDSHED AS110NE STONE DIAMETER FOR d 50 > 15". 10, EARTH BERMS FOR DETENTION BASINS SHALL BE EARTH FILLED CONSTRUCTION
2. FILTER FABRIC SHALL MEET THESE REQUIREMENTS: USING WELL GRADED SOILS OR CLEAN FILL MATERIALS, COMPACTED IN 6"-12"
20 - 60 mile, GRAS STRENGTH LIFTS TO 95% PROCTOR DENSITY.
I=- St ey THICKNESS
E IDE1 11 A 4AL< QAA-�MP 90 - 120 tbs., AND SHALL CONFORM TO ASTM D-11777 SLOPE AS SHOWN ON SITE PLAN SIDE VIEW
N. T. S. PLAN
.1 AND ASTM D-1682. 11. BLIND BROOK FLOOD ELEVATION TAKEN FROM FLOODWAY MAP PREPARED FOR
V-6 THE TOWN OF RYE, SEPTEMBER 28, .1979, PANEL # 360930, 0005 B AND
>
A
EXISTING DPAIN INLET PAP 4- FLOOD PROFILES 03P. CROSS SECTION AM.
QEALIGNMENT DETAIL CENTER SECTION PIP CHANNEL
NOTE: USE FOR SUBSURFACE WATER QUALITY GALLEY. N. T. S. 12. A PERMIT FOR THE PROPOSED FUEL TANK SHALL BE REQUIRED PRIOR TO
N. T. S. FRAME AND GRATE INSTALLATION INSTRUCTIONS: CERTIFICATE OF OCCUPANCY.
1) EXCAVATE TRENCH TO REQUIRED DEPTH.
CAMPBELL NO. 2915 2� :NSTALL UNDERDRAINS. 6" BASE (ITEM 304.02) 13, FIN
AL GRADES AROUND THE PROPOSED BUILD140 ADDITIONS SHALL BE SET
3 NSTALL FILTER FABRIC SUCH AS MIRAFI 140N OR APPROVED EQUAL BY THE ARCHITECT.
CH. THE OWNER
BELL #2541 4j INSTALL GALLEYS PER UTILITY PLAN. 14. SITE S(GNAGE BY OTHERS. WI DI N
5 INSTALL INLET PIPING, CEMENT IN. PLACE.
RE SECTION PLACEMENT OF SIGNS.
6 BACKFILL TO TOP OF GALLEYS WITH 1 1/2" CLEAN CRUSHED STONE. 8. (COVER) TOP OF GALLEYS AND 1 1/2" STONE WITH FILTER FABRIC. N.T.S. 7 WRAP 15. TELEPHONE, ELECTRIC, GAS, AND CABLE TVARE SHOWIN SCHEMAICALLY.
2' 6- PRECAST CONC. NOTE: USE CAST tRON 8 BACKFILL WITH EARTH, TOPSOIL, SEED AND MULCH. 5 L COORDINATE HIS WORK WITH THE FRANCHISE AND
SQUARE I THE OWNER DEVELOP FINAL PLANS FOR ANY RELATED WORK ON THESE
CONC, BRICK
GREATER 1H UTILITIES.
AN 4 -*,5, r7
CONC. $RICK 80 MAX. PAVEMENT LIMIT FOR
PAVEMENT RE
2 COURSES (CAMPBELL NO. 25
OR EQUIV.) 6" SOLID CONC. NOTE: USE CAST IRON
6" -TE GALLPY 15" 2" ASPHALT CONCRETE
6' PRECAST CONC. BLOCK OR STEPS FOR DEPTH 4' x 4' CONCQE CONIC,
2'-6" GREATER THAN 4' LINE CUT ILINE CUT WATER MAIN NOTES:
-6. 6
4'-00" 0 N. T. S. -.6 Z -L
4 12"-18 PIPE 0 (CAMPBELL NO. 2580 =OR A OR AS ORDERED
5 .1 OR EQUIV.) 1. ALL METHODS, MATERIALS., FITTINGS, DEVICES, DIMENSIONAL
0 REQUIREMENTS AND PROCEDURES NECESSARY, TO COMPLETE THE WORK
W GPASS SWALE SHOWN HEREON SHALL ME
_ET THE APPROPRIATE CURRENT,AWWA
NOTE- N. T. S. EXISTING ASPHAT MACADAM,BASt <t EXISTING SPECIFICATIONS IN EFFECT 'AS WELL AS ALL REQUIREMENT$ DEEMED
41 SMALL DRAIN INLET PAVEMENT PAVEMENT TMENT OR
2- 0 FOR DI IF, 2F & 3F APPLICABLE BY THE WESTCHESTER COLIN I TY HEALTH DEPAR
Ism,
T WORK.
AS SPECIFIED 1 1/2
I$" SUMP MATERIAL UNDISTURBED MATERIAL 2. ALL WATER MAIN PIPE SHALL BC AWWA CISI-76 THICKNESS CLASS
TH f -TWO (52) CEMENT LINED DUCTILE IRON PUSH -ON (RUBBER
TRENCH WID FIFT`
GASKET) TYPE; AND INSTALLED WTH TWO (2) BRONZE WEDGES PER
PROPOSED DETENTION BASIN
JOINT. INSTALLATION SHALL BE "TYPE 2" AS PRESCRIBED IN AWWA
C600-77, PAGE 8.
REPLACEMENT
6" CRUSHED STONE
15" CRUSHED STONE + ASPHALT CONCRETE PAVEMENT
CRUSHED STONE TOP OF BERM 258.00'
3. ALL PIPE FITTINGS SHALL BE DUCTILE IRON UNLESS NOTED
10' MINIMUM WIDTH OTHERWISE.
UNDISTURBED MATERIAL
1��-��UNDISTURPED _IMA71RIAL-� N.T.S.
MATERI�,,,�,-,
4. ALL GATE VALVES SHALL BE PER N�Y.AMERICAN WATER CO.. IRON
FRONT VIEW SIDE VIEW SMALL DPAIN INLET RIM 257.00 BODY, NON -RISING STEM - CONVENTIONAL PACKING, BRONZE MOUNTED.
N. T. S. 100 YR. FLOOD ELEV. 256.88 DOUBLE DISC TYPE WITH MECHANICAL JOINT CONNECTIONS. OPENING
SQUARE
SHALL BE LEFT (CCW) AND OPERAIION SHALL BE BY 2
WRENCH NUT, MINIMUM WORKING PRESSURE SHALL BE 200 PSI.
2 2
5, , ALL VALVE BOXES SHALL BE TWO-PIECE SLIDING BUFFALO TYPE SET
N. T. S. 1
ON WOODEN BLOCKS POSITIONED PERPENDICULAR TO THE, PIPE AND ON
EXISTING -18' WIDTH FOR FIRE ROAD COMPACTED BAcKnLL.
PATH 9' WIDTH FOR CART PATH
6. ALL CHANGES IN PIPE LINE DIRECTION. BOTH HORIZONTAL AND
INV. 250,06
DRIP LINE,
ERTICAL SHALL BE TIE -RODDED AND THRUST BLOCKED 'WITH
.82 L.F. 9 PVC 0.00 % CONCRETE AGAINST UNDISTURBED EARTH AS DIRECTED BY THE
L -LEN. OF PIPE 2" TOP COURSE ITEM 403.16 TYPE 6 ENGINEER.
DRIP LINE
IN PAVEMENT USE CAMPBELL NO, 2823 RIP -RAP LOW FLOW CHANNEL
NOTE: AT CROSSINGS, ONE PITCH 1/4�*/ft 4" BASE COURSE ITEM 304.02
ALL FIRE HYDRANTS SHALL BE PER N.Y,A.W. CO. NTH SA TY
IN LAWN AREAS USE CAMPBELL NO. 3224
L/2 L/2 SHALL BE LOCATED SO BOTH AK -AWAY FLANGE. 3 -WAY, OPENING LEFT (CCW). THE PUMPER
FULL LENGTH OF WATER PIPE FINISHED GRADE
OR APPROVED EQUAL. nE J, 777 - U6
165.25 L�F� 24 HDPE 0.57 7- NOZZLE SHALL BE 4'1/2:, THE TWO HOSE NOZZLES SHALL BE 2
JOINTS WILL BE AS FAR FROM
4' HIGH SNOW FENCE FROM THE SEWER AS POSSIBLE.
NOTE: USE CAST IRON NTH POSTS 8' O,C. AT CULVERT OR OTHER CONDUIT,
7.43 ON BASIN 8, WERE WATER MAIN CROSSES BELOW A
STF-PS FOR DEPTH DRIP LINE OF OUTERMOST INV. 24" OUTLET 24 SANITARY SEWER OR
2 COURSES GREATER THAN 4' BRANCHES INV. 0.40' WEIR 253.4 STORM DRAIN
WATER MAIN ) ELIMINATE ANY IMPOSED LOADING ON WATER MAIN
CONC. BRICK (CAMPBELL NO. 2580 INV. 9" LOW LEVEL PIPE 249.00 SECTION
FROM THE CULVERT OR OTHER CONDUIT.
6" PRECAST CONC. OR EQUIV.) 6"
1 30' MINIMUM VERTICAL DPIVEVVAY SECTION A -A 9. FLUSH OUT ALL WATER MAINS AND APPURTENANCES AS DIRECTED BY
4'-00" 2'- 6' SEPARATION 18" N. T. S.
W THE ENGINEER UNTIL THE WATER RUNS CLEAN AND FREE OF RUST AND
DIRT. PRESSURIZE ALL LINES AND APPURTENANCES FOR
VEQ. I"=6'
FORTY-EIGHT (48) HOURS, OR AS DIRECTED BY THE ENGINEER, TO
---- ----- REVEAL ANY LEAKS OR BROKEN PIPE. THIS SHALL ALL BE DONE
4'x4' OPENING EITHER AS A TOTAL PROJECT OR BETWEEN VALVED SECTIONS -'-AS
2.20' WATERMAIN
DIRECTED BY THE ENGINEER. IF PRESSURE TESTING REVEALS ANY
�57.00'
TOP OF LEAKS OR DIFFICULTIES THE CONTRACTOR SHALL PROMPTLY UNCOVER
TOP OF CONCRETE 257.00' V THE LEAK OR BROKEN PIPE AND IMMEDIATELY REPAIR AND RETEST
100 YR. FLOOD ELEV. 256.88
SAME. THIS SHALL BE REPEATED AS MANY TIMES AS MAY BE
18" SUMP AS SPECIFIED CAST IRON STEPS- MINIMUM f VERTICAL REQUIRED TO DEMONSTRATE A IGHT LINE TO THE SATISFACTION OF
I THE ENGINEER.
EQUAL TO CAMPBELL SEPARATION 18"
CB 5A
PLAN ELEVATION
ice
12" 0 RIM 313.84 5A 10. ALL WATER MAINS AND APPURTENANCES $HALL BE DISINFECTED TO
SANI 1ARY SEWER OR RIM 313.84 THE SATISFACTION OF THE ENGINEER, AND IN ACCORDANCE, WITH
STORM DRAIN
THIS SHALL ALSO BE DONE IN ACCORDANCE WITH AWWA C651-86, �6" CRUSHED STONE
TONE'
THE PROCEDURE IN SECTION 5.1 WILL NOT
TQEE PQOTECTION DETAIL 6 74 4 BE ALLOWED.
�-UNDISTURBkb MATERIAL,--, 0.4' WEIR 0.4' WEIR
UNDISTUR INV. 253�40' 2.50'
N. T. S. INV. 253.40' 1 1 L/2 L/2 6. 11. NEW HYDRANT DRAINS SHALL BE PLUGGED AT LOCATIONS WHERE THE
FRONT VIEW SIDE VIEW 1 4,00'--, GROUND WATER TABLE IS WITHIN 7 FEET OF FINISHED GRADE. AT
4'
NOTE: 0 4,00' SUCH LOCATIONS HYDRANT BARRELS SHALL BE PUMPED DRY AFTER
DRAIN INLET DQAIN INLET EACH USE,
FOR 01 IC, 2C� 2B. 6A 15A rL-LEN. OF PIPE
N. T. S. 2'x2'x6", 3,000 psi
6"
6" DQAIN SITE LIGHTING NOTES:
W INV. 12"&15" 309.50 INV. 12"&15" 309.50
VVATEQ) MAIN CQOSSING 1. ALL EXISTING LIGHTS AND POLES MARKED FOR REMOVAL SHALL REMAIN THE
4'-0'
<W SELECT WELL -GRADED PROPERTY OF THE OWNER.
0 - I N. T. S.
TAMPED BACKFILL 4- INV. 24" 308.50 INV. 24" 308.50
-SIDES OF TRENCH
0 (12- LIFTS MAX-) 2. QUICK CUTOFF LIGHING SHALL BE MODEL FM-CC21P-TYPE 111-175MI-I-DOP
C
'MAY BE SLOPED TO Y KIM LIGHTINa�
"SUIT SOIL CONDITION - ----- 9* LOW LEVEL 249.00' b
PROPOSED GRADE
U) LOW LEVEL INV. -
3. FULL LIGHTING SHALL BE MODEL FM-CC21P-TYPE V-175MH-DBP
,,,,WHERE PERMITTED b t
;i 0 1 - INV. 12' 307.00 0 INV. 12" 307.00 AS MANUFACTURED BY KIM LIGHING.
TRASH RACK TO GALLEYS
:2 W 12" MAX. 12" MAX. LJ #4 REBAR MIN. ......... TO GALLEYS 4. EXISTING POLES SHALL BE SAVED AND REUSED PER THE OWNER, NEW POLES
8" MIN. 8" MIN.
< CASTING AND COVER IN LAWN AREAS 0 12" HOPE INV, 247.43- ric SHALL MODEL PRA12-4125 (ROUND !STRAIGHT POLE) AS MANUFACTURED
SHALL BE EQUAL TO PATTERN #1305A Ce C14 24 14' POLES REQUIRED AT BASKETBALL COQRT�
IN PAVED AREAS SHALL BE EQUAL TO 24- __HDPE, -INV. _2��7t.43' BY KIM LIGHTING.
PATTERN #1204 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. HARRISON, N.J. 7.r MA
�WATER 6"
6-
#2 CRUSHED S ,, "I"', k �- ,t 1 1, 1 -- 6"CRUSHM STONE
IN TONE #2 -CRUSHED, STONE
6.. RWSHM STONE -
ELEVATION
TOP Of' CASTING FINISHED GRADE
ELEVATION
SECTION
AND TRI MMED SECTION
TRENCH BOTTOM CS A
2* -11" (CONTROL STRUCTURE)
CB 5A
IN EARTH 10 1,
N. T. S. ZIP -IE N. T. S.
3'-0" DIA. S.W.D. z
CAST IRON STEPS 10 FT. MIN.
EQUAL TO CAMPBELL SEPARATION
12" MASONRY XW
Kim
'TEE' BRANCH < ol
X5
DAM <W SELECT WELL -GRADED SIDES OF TRENCH
------- ---- INLET TAMPED PACKFILL MAY BE SLOPED TO 21" DIA.- 0- < I
0
6. 1 WHERE PERMITTED I" RADIUS
SAME MATERIAL AND LIF MAX.
_T (12 TS
SOIL SOIL CONDITION
FINISHED GRADE
CLASS AS INLET SEWER 100" PLAN
:io
z LIGHT FIXTURE AS PER 6" OR T
12" MAX. 12" MAX HTING" MODEL CCS21P #4 BARS (4) EXISTING WATERMAIN
PIPE TO AROUND NEW PIPE (1:2:4 MIX) MATCH EX. CURB SANITARY SEWER MIN COVER
BE CUTOFF 8" MIN 8' MIN. BRONZE FINISH
R Occ
D
FLUSH WITH
PRECAST CONCRETE RISER INSIDE FACE 6- C14 9.5" SEVVEQ/VVATEQ SEPAf;�ATION
D EN 18
WA ILK
MIN.
WATERTIGHT SEAL 6" N. T. S.
AT ALL CONNECTIONS
CT j EXP. JOINT TO BE
NO ROCK TO PROJE CL. 52
SLOPE 1/4 -/FT. SHORT WITHIN THESE LINES SET AT 20' INTERVALS 1/8 BENDS
DIMENSIONS VARY, CONTACT SUPPLIER
6- MIN. 18" SEPARATION
RADIUS GRAVEL
,PA CRUSHED 7" CLASS 'A' Sewers sholl be told at least 10 feet (3.0 m) horizontally 1/8 BENDS
MIN.
ELBOW CONCRETE from any existing or proposed water main. The distance
PDPE END SECTION
sholl be measured edge to edge. In cases where It Is not
S EXISTING WATERMA4N
N. T oration, the appropriate ED WATERMAIN TING WATERMAIN
practical to maintain a ten foot sop RELOCAT EXIS
IN ROCK CONCQETE CUQB reviewing agency may allow deviation on a cose-by-cose TO REMAIN TO REM AIN basis, If supported by data from the design engineer. Such
ENCASE WITH
deviation may allow Installation of the sewer closer to a TE T
\/\IATEQMAIN TQENCII N. T. S. 3000 psi CNCRE
water main, provided that the water main is In o separate 6- (TYP.),
trench or on on undisturbed earth shelf located on one side 6" COVER ALL SIDES. 20' -
MAIN
F, BEDDING ENTRANCE of the sewer and at on elevation so the bottom of the water
3/4- CIRIUSHP STONE main is at least 18 inches, (46 cm) above the top of the
0
Pz sewer.
N. T. S. RELOCATION
C4 WATFJ;�IVIAIN
6* -0" DIA.
WO
PIPE SCHEDULE
a- izo
DP20P MANI4OLE <U� PARKING
66Z WATER SERVICE DIP CLASS 52
N. T. S. (L < SEWERMAIN PVC SDR 35
2-1 SEWER SERVICE SERVICE 'WEIGHT CIP
DRAIN HIGH DENSITY POLYETHYLENE
it W
REINFORCED CONCRETE, 'CLASS 4
<
F'INISHEO GRADE 0. SEE PLAN FOR' SIZE(S)
10,_
ACCESS DQIVE
0
SH 0- 5-
Q TTERN #1305A
CASTING AND COVER IN LAWN AREAS
DIP,�ECTIONAL SIGN 1, RADIUS
IN PAVED AREAS SHALL BE EQUAL TO TOP OF A
3" RADIUS
PATTERN #1204 AS MANUFACTURED BY' S CURB
N. T
CAMPBELL FOUNDRY CO. HARRISON. N.J. 455. __-JOINT
PROPOSED SIGNS SHALL BE SIMILAR
IN SIZE, LETTERING AND APPEARANCE
CD
I
CLEAN BACKFILL z X co
T<
OF CASTING FINISHED GRADE COMPACTED IN
/Top z a-
12" LIFTS MAX. PAVEMEN 5'-0- 6'-0-
�2 COURSES OF BRICK PAVEMENT
VI
END VIEW
PLAN
3-C
PLAN
W FRONT SIDE 24" DIA. COVERS rpteg SIZE
< E I'
CAST IRON STEPS t
EQUAL TO CAMPBELL OF TEE
> PAQKING 'AQEA N. T. S. DETAIL OF 45* DETAIL 110--12- 1 ATTERN #2588-1 1 THRUST BLOCK,
12" CLEAN GRANULAR FILL A
COMPACTED IN LIG�-IT POLE N. T. S. N. T. S.
12" LIFTS MAX. PLAN MEW
N. T. S.
d
0,
-A-
6-
IQE Z85�
19,
SANITARY SEWER- 8" DIA,
HANDHOLE INLET
6. 0.
PRECAST
CONCRETE RISER 5" W/COVER L
OR AS SPECIFIED INV� IN 283.98 OUT 283.73
000# CONC. END MEW
W/ 6X6-10/10 WWM -6.
5" 3
4'-0' MIN. DIA. 3/4- ANCHOR BOLTS 3/4- SIT. EXP, JT. 18" DIA. <
SOLT CIRCLE SET BY TEMPLATE CONCRETE CURB OUTLET
to
WATERTIGHT SEAL CRUSH VERIFY IN FIELD PRIOR TO PLAN
AT ALL CONNECTIONS 3/4 ED UNDISTURBED
6" MIN. STONE COVER PLATE FABRICA11ON SLO, 1 3'- 7 ---
SLOPE I /4 -/FT. EARTH 4--l' I E VI
0. D. + 2' X 3/4- THICK BASE 4T-9" LIQUID I I
st
PIPE 10 1/4 LEVEL PLAN 16"
18" TO 48" P MEN
CHAMFER EXPOSED ED
_NK V; 279.90- DETAIL OF 22 1/2- DETAIL OF 90* BEND
COURSE SHALL CONSIST �A THRUSTBLOCK.
6" BASF
PAVED INVERT SEVVEQ PIPE TPENC�4 OF COMPACTED 3/4- CRUSHED STONE 6 THRUST BLOCK
1 N.T.S.
FOR SAN. MANHOLE ONLY N.T.S N.T.S.
F.G.
8- This site pion Is APPROVED per Resolution of
SECTION VIEW the Bord of Trustees o of Rye
TRANSVERSE EXPANSION JOINT 20* -0" OR AS DIRECTED
_?UST BLOCK DETAIL
#2 CRUSHED STONE
tBrook, dated
SET 1/4- BELOW SURFACE OF WALK T�4:-
R R N. T. S.
CONCRETE SIDEWALK
LIGHTS IN LAWN I it 11 Z,
W -O" DIA. R NTS 1 5 00 GAL)
AREAS, 4-. LIGHTS 2" DIA. CONDUIT N. T� S, SECTI(DN IN PAVED AREAS troncis L. F11fPeItT"*ybr 30".
CLEAN SAcKFILL
CLASS 'A'
COMPACTED IN t,
12" LIFTS. CONCRETE
0 FINISHED GRADE FOOTING
4 TOPSOIL
t
PIPE CLAMPS RODS BOLTS STEEL WASHERS
0 PvEsi� P#,Co
RALPH G. MASTROMONAC
D BY NY AMERICAN
1/2 x 2" 1 /2" x 3
- - ----- WATER CO.
2� x 3' Consuffing Enginem
DIAMETER 412--x -3
5/6" x 3" 1/2" x 3_ 1/ 13 Dove Court, Croton -on -Hudson, New York 10520
1 MAX.)
W 0 T
LIGHT POLE FOUNDATION BASE -i--
ED NOTE. IF GROUNDWATER, IS ENCOUNTERED "THIN 7 FT.
UNIJIti IUKB OF THE GROUND SURFACE, HYDRANT DRAINS SHALL BE (914 71-4762 2820 FaX
VALVES AS PER VALVE SOX
N. T. S.
EARTH 2*' MIN 6" MAX NY AMERICAN WATER CO. PLUGGED. WHEN DRAINS ARE PLUGGED. BARRELS SHALL
. . . . . . . . FLOW
\11 Lim BE PUMPED, DRY AFTER USE DURIOG FREEZING WEATHER.
0 INDIVIDUALLY PLACED >� CURB A
z WHERE HYDRANT DRAINS ARE N<,_ PLUGGED. A GRAVEL
ROCK LAID ON POCKET OR DRY WELL SHALL BE,PROMDED UNLESS THE
GRANULAR BED.
NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE.
I MIN. SIZE 150 LBS,
-SHALL NOT BE CONNECTED TO OR
HYDRANT DRAINS
AS PER "LOUIS POULSEN"
UNDISTURBED GROUND 5 1/2' STANDARD HYDRANT
LOCATED WITHIN 10 FT. OF SANITARY SEWERS OR
CAT. NO. HOM-125 SINGLE BLACK
7.6"- 6" GRANULAR SUBBASE STORM DRAINS.
E
4 FT. MIN. COVER
BACKFILL TO WITHIN \ , . 4' MIN. OVER WATERMAIN
TYPICAL VALVE
18" OF F, G. -A
0.4
-WATERTIGHT SEAL COMPACTED IN FILL 2' SO, CONC. WEEP HOLES IN BASE INSTALLATION ou r�,
AT ALL CONNECTIONS 12" LIFTS MAX.
-FREE OF OBSTRUCTIONS
DIA� THRUST TO BE
VARIES NOTE: IF THE SUBBASE OF THE AREA TO BE BLOCK
NC
10-1 111 STABILIZED IS ROCK, THE GRADING OF THE (2500 PSI CO
MAY, WITH THE ENGINEEWS APPROVAL, 4- TOPSOIL
REPLACE THE STABILIZATION SHOWN HEREON. A
6
WATER MAIN
PLAN 36.0"
SURROUND WITH 1 1
IUCTION [DETAILS.'
CRUSHED STONE OLT$ AND CLAMPS
IE RODS CONSTP,
SANITAP2Y/DQAIN MANPOLE 0.6 �0.2.. 18" MIN. ALL SIDES N.. T. S. A;,-1�D0VVVV00D/PFI'ZE'Q'
I �zl� SO. FLAG DUCTILEIR ON PIPE CL 52
OR I$" SQ., CLASS Q A
CONF-EQENCE. T INING 'CENTEQ
O.D. + 2' 1 -1, SLOPE STABILIZATION DETAIL CONC.1, PAD,
�QYE,'BQOOK
N. T. VILLAGE OF
VVATEQ CONNECTIONS,'SECT10N
OWN
ON,
AND OF QRIS
DPAINLINE N', T. S�,.
FRONT SIDE
T92ENCI4 VVESTCH�ESTEQ,\ �COUNTY, NY
Unauthorized altertio'ns or oddltions� to this drawing is N. T. S. IEVISED. DECEMBER 10. 1,099
��REWSED, FEBRUARY� 1. 1999,
of the New, York State a violation of Set.o' 7209 (2) RE\,ASED. DECEMBER, 1., 1998 BOLLAQD LIGHT''
Education Low. REVISED, NOVEMBER 13.' 109B SCALE, AS SP0 VN JUNIE',' j, 9 9�8
OCTOBER 9. 1908 V,
N. T. S'
SLOPE AS