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PLOTTED BY=DIVNEY TUNG SCHWALBE,LLP GOODSTEIN,MAX 8/31/2017 10�53:11 AM L:\788 SUN HOMES-RYE BROOK\788 SP-0.0 COVER SHEET PLT.DWG K N G 1100 KING STREET, RYE BROOK, NY APPLICATION FOR SITE DEVELOPMENT PLAN AMENDMENT APPROVAL SEPTEMBER 17, 2015 REV: NOVEMBER 23, 2015; DECEMBER 23, 2015, AUGUST 31 , 2017 LOCATION MAP ZONING COMPLIANCE ANALYSIS LIST OF DRAWINGS SCALE COVER SHEET SECTIONil' ZONING REQUIREMENTS PU D PROPOSED ALTA/ACSM LAND TITLE SURVEY_________________________________ 111=60' SP-1.0 OVERALL SITE PLAN Ill=80' 250-7E(2) (b) Minimum Area 30 acres 31.5 acres SP-1.1 SITE LAYOUT PLAN 1"=40, (c) Location Frontage 150 ft <150 ft(2) SP-2.0 GRADING&DRAINAGE PLAN 1�1=40 (d) Residential Use SP-3.0 SITE UTILITY PLAN-OVERALL____________________ It'=40' [1]Maximum Density 9,000 sf/acre >9,000 sf/acre(3) 6 units/acre 3.6 units/acre SP-3.1 TYPICAL UNIT PLAN lit= 10' Maximum Height 30 ft :530 It (e) Buffer Areas SP-4.0 SITE LANDSCAPE PLAN-OVERALL It'=40' [1][a]Along property line abutting existing 150 ft BELLE FAIR ESTATE -- road SP-4.1 SITE LANDSCAPE PLAN-TYPICAL UNIT/CLUBHOUSE"= 10' [b]Along property line abutting any 100 ft 100 It(Perimeter) district 50 ft(Internal Campus)(4)RECKSON SP-5.0 EROSION&SEDIMENT CONTROL PLAN----------- 1„=40' (f) EXECUTIVE Open Space PARK II 41�v,,SrRF [1]Private Common Space — Provided RECKSON F' [1]Public Space 1o�io or fee in lieu Fee in Lieu SP-5.1 EROSION&SEDIMENT CONTROL DETAILS- AS SHOWN EXECUTIVE PROJECT PARKI 250-6G[3] Off-Street Parking SP-6.0 SITE SECTIONS 1"= 10' SITE 2 Garage Spaces per Unit 31.5 AC Spaces Per Dwelling Unit(DU) 2 SP-6.1 ROAD PROFILES AS SHOWN o 2 Spaces/Affordable Unit N,F STATE UNIVERSITY DORAL ARROWWOOD Plus One Parking Space per DU 1 61 Spaces in Common Plus SP-6.2 WATER PROFILES-_ AS SHOWN OF NEW YORK RESORT 200 Spaces in Driveways SP-6.3 SANITARY SEWER PROFILES----------------------- AS SHOWN 0� cS j M Chapter 250(Zoning)of the Village of Rye Brook(October 2001,as amended). SP-6.4 STORM SEWER PROFILES AS SHOWN I2 I This requirement waived when the overall office park was subdivided in June 17,1986 by the Village Board of Rye Brook �\ c (3)The Village Board amended the Zoning Ordinance to permit Village Board to waive the 9,000 square foot requirement if and SP-7.1 -SP-7.3 SITE DETAILS AS SHOWN 002 6` when Affordable Housing is provided in an amount equivalent to,or greater than ten(10%)of the market-rate units. SP-8.0 SITE LIGHTING PLAN------------------------------ AS SHOWN 0� (a)The Village Board amended the Zoning Ordinance allowing the buffer areas set forth in Section 250-7.E.(2)(e)to be reduced O /0G where the PUD development abuts commercial office improvements.In its resolution,adopted on August 18,2015(Condition 7), L-02 PLANTING,LIGHTING,WETLAND MITIGATION PLANT"=50' th (PLAN PREPARED BY MPFP,LLC,MAY 25,2007 AND AS APPROVED BY z m THE VILLAGE OF RYE BROOK,INCLUDED AS PART OF THIS SITE PLAN O T APPLICATION) I � 0 v m 0 OO 0 Z � 0 N 0 500 1000 2000 07%.77 SCALE: 1''=1000' PROPERTY OWNER APPLICANT PLANNER,CIVIL ENGINEER,LANDSCAPE SURVEYOR LEGAL COUNSEL SC Rye Brook Partners,LLC SC Rye Brook Partners,LLC ARCHITECT Link Land Surveyors,P.C. Cuddy&Feder,LLP c/o Sun Homes c/o Sun Homes DIVNEY•TUNG•SCHWALBE 21 Clark Place 445 Hamilton Avenue,14th Floor 3 Memorial Ave 3 Memorial Ave Intelligent Land Use Mahopac,NY 10541 White Plains,NY 10601 Pawling,NY 12564 Pawling,NY 12564 Divney Tung Schwa LLP One North Broadway White Plains,NY 10601 P:914.428.0010 F:914.428.0017 ------- ------- 3636 E- <� ----------------- / S67°34'00"W W 80 I 1 OL 'L6.0 ---- _ I I ESTCHESTER _ I I COUNTY J, S5�°1 QD"i 2'� -- _----•_•_----_----- - - ----__ 4E ---- --•-•- G1 C.P.•6-.- -.-.-'- - iI iI I AIRP�ORT ----- -------•-- E •-•-•-•-------- -- '9JCn` SITE I I - O 09£ O i i c�O - T R=as.oa 216"Op 1 O 00N I I1 11 O T\ TY SNP G� 0 R%� --- STATE zIVER HARRISON OF NE YORK ___/ '/' �.�•-''� g24 q9 /\ (�llF--- __-{--_ _-_ _-_ ___ __- --_ -__ --_ i++-1-4t+t+ti-l-t-f+i-1-?y 1 I ARRoe W_e - 11 1 I I I I I I 1 1 1 1 1 1 I I I V 1 m _--}11-- I I I I I 1 1 I I COLL GE AT RCHA ccNIENTI n�c --T--- --+--- ---t--- P 5°Q _ ��•_.� '�t r-' ___--DEC-_-}-- -- -- ---330--- m g�.�• � --- _ - I BROOK e 4-__ ___{___ - � 2°2 0p S y5 os`EY --- --- ---i--- _--+--- ---±--- --±--- --- --- --- --- --- a- ++a-i a F+++1*4 i-+a I i li O " O wo. 98cz DEFY ___t___ __{___ ___I I___ ___ �''I I I I I I I I I I I I 1 I I _-_' T- T �= '!- 1 1 1 1 1 1 19 I II � t--- 1 ---�--- }--- ---}--- __ I I I I 1 1 1 I I 1 I I I I 1 1 I � � ---I ---t--- ---4--- _- --I--- C� ---+--- ---±--- --- --- -_f--- ---a--- --_-�--- -_—;--_- __ �:.. ---_ --- ,w` II SITE MAP --- ------ _-- ---'�'--- I--- - I _ _- ---T--- _-I--- - T +t+i•R'-Ft+++ -F+++4+ I I 1 1 - 1 __-T-- ---1___ ___T___ 1--_ ___1 ---�--- T --- - -1+--- __1___ 1 -- 53° - ---}--- -{1--- --- ---}--_ - T --T--- - ---�--- _-}--- --- --- - ---4--- _-1--- - _- 2 r;�,F•`I o __4--- ---4--- --- ------- _1_ -_-1_ --7-__ -- 11 I 1 I I I I 1 I I 1 I I 1 1 I 0 I 1 1 Ea - - -- ---_ ---- - - ----- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O --+--- 1__ --1--- _ _ _ -F7+t 3 1/21/15 SURVEY UPDATED J.R.L. 3� m •• 11 _ _ 1 1 t'1 ttt rt�Fttty N I1 '� X� - ---- ---'1-- --- --- - ------ --- _ 1 Q � t 16G,50' 2\.\ �'w_'so� m O� A I me •`._ — _____ v T 1 I 2 12/05/2012 / / J R L \ � � I I O I I 1--- SURVEY UPDATED BY VISUAL EXAMINATION 1 w o c, --- _ I I II I i 1 9/28/2004 SET MARKERS R.K.L. 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EASEM 201.55' -N 6a"'12.12.3�'E 448.87' S _a•- 72`IS T 316.32' 00 1 \ E OZ£ 1 1 1 \ � � _•c- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 I I 1 1 1 1 I I I I I 1 1 1 1 I I 1- 1 1;;1` / \ NOB°°, •. /.o'� �S.�V .0p0 I1111111I111111111111111I 11111111 I11111111 4 1 I111111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /� N ��'r � 1UG^ � i, � i R' III111 111111111111111111111111111111111111111 � 1 RI -== 1\ \\\\ ODE; -k^ Il\ II I p uug `7• \ ''�__ '''t� -'' '' - _�' �-'f� -�� � +' •-',\ �_J-" '-' \\ \\ It co f Z - 213 34' ;J \ S\ 75'08'00" 221.60'- ..,ir \ I / Atr q 270 O Ogg o ti \ N 4 S 00 1 r c�j -r 9� 1 J-\\1 1 \\ \ /7 Wetland •�2°3 \\\ -'(�j- \ 2s r �'tny \ \ ■■//���,\;\-I(' 1 1 / as located 3-06- \ z It Q h,` \ \I rn lz `i \\ l� i280 N52° '00" 270 ] \ '�\\1{ter \\I�\\\ �Z,z \\\N va 28 1 \ t- \ 1 1 O♦�� \5� � 270 a�� S srognrwarER Z 0�09 roo""I� 335.10' 1 0 F \\gz O 0 c'6 21p o \ , °��'� � O � 1 2� peso. \ \�\\ ./ •N �� �. \\\\\'F 22.1 ' I / Wetland27To u `; Limit Line as located 3-06-02 /zoazls O l I (M I / � 22 �o w�z o= \ \ ��. I• Q Q \\\\\� 1\ (� I S78 15 0 0 1 I gg w— 00' PHOTOGRAMMETRYBY: \ 20.28' S07'49'21" HY�z7j____________ 1 0 S78° oco'e & 49.r Nt_ zj&-------- ---rz,S- S68°50'00"W 35 7, e 40'OOr,w s7a4o,o"W 24.00• ,r \\ ALTA/ACS 4 73.76. 7-P v �, 11. —� 20' 122.s 0 I l \ 1 s2z z9 LAND TITLE SURVEY ���� ; S68°5o'oo"w 922.27' \, pq 0 J 0,. TEL(516)827-9100F tAX 1516/827-9101 OF PROPERTY SITUATE IN THE 60' ° 30 60' 120' 240' VILLAGE OF RYE BROOK SURVEYOR'S CERTIFICATION SURVEYORS NOTES: TOWN O F RYE DATED AS OF JANUARY 26 2015 IN FEET TO: •THE PREMISES SHOWN HEREON ARE BEING THE SAME AD COPYRIGHT 2015 LINK LAND SURVEYOR P.C.ALL RIGHTS XXXXXXXXXXXXXXXXXX DESCRIBED IN LIBER 11893 C.P.324 AND CONTROL No. •RESERVED.THE UNAUTHORIZED REPRODUCTION AND XXXXXXXXXXXX SYMBOLS ( PROPERTY INFORMATION AND THE OFFICE DI ISION F IN THE DREC STCHESTER COUNT CLERK'S DISTRIBUTION UNDER DOCUMENT IS ILLEGAL,AND IS XXXXXXXX OFFICE DIVISION OF LAND RECORDS. VIOLATION UNDER UNITED STATES COPYRIGHT LAWS. XXXXXXXXXXXXXXXX OD DRAINAGE MANHOLE •PREMISES ARE KNOWN AS:KING STREET TOWN O F HARRISON •BEARING LICENSED ALTERATION OR ADDITION SEAL SURVEYVIOLATION BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE"2011 O OF SECTION 72D9,SUBDIVISION 2,OF THE NEW YORK STATE g THE SURVEY SHOWN HEREON WAS PREPARED FROM AN ACTUAL MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SJRVEYS"JOINTLY ESTABLISHED AND ADOPTED BY ALTA ELECTRIC MANHOLE EDUCATION LAWS. FIELD SJRVEY CONDUCTED ON THE DATE SHOWN AND THAT SAID AND NSPS IN AND INCLUDE NO ITEMS OF TABLE"A"THEREOF. •PROPERTY AREA:31.5368 ACRES SURVEY WAS PERFORMED IN ACCORDANCE WITH THE EXISTING" THE FIELD WORK WAS COMPLETED ON MARCH 23,2012 o WESTCHESTER COUNTY •ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED CODE OF PRACTICE FOR LAND SURVEYS"ADOPTED BY THE NEW LAST UPDATED JANUARY 21,2015 GAS VALVE THE PREMISES SHOWN HEREON ARE DESIGNATED ON THE WITH AN ORIGINAL OF THE LAND SURVEYOR'S SEAL SHALL BE YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. TAX MAPS FOR THE CONSIDERED TO BE TRUE VALID COPIES. •THE PREMISES SHOWN HEREON ARE DESCRIBED IN DEED RECORDED IN THE O TELEPHONE MANHOLE NEW YORK •THE OFFSETS SHOWN ARE FOR INFORMATIONAL PURPOSE WESTCHESTER COUNTY CLERK'S OFFICE IN LIBER 11893 C.P.324 AND ARE ONLY.THEY ARE NOT INTENDED TO ESTABLISH PROPERTY LINES SHOWN AND DESIGNATED AS ROYAL EXECUTIVE PARK III"ON MAP FILED IN THE TOWN OF RYE VILLAGE OF RYE BROOK FOR THE ERECTION OF FENCES,STRUCTURES OR ANY OTHER COUNTY CLERK'S OFFICE AS MAP No.22473 AND 22474 O SEWERMANHOLE MAP 129.25*BLOCK 1 *LOT 1 IMPROVEMENT. NOTE:NUMEROUS ERRORS ON FILED MAP No.22473 AND 22474 RESULTED IN �S o SCALE:1"=60' ENCROACHMENTS BELOW GRADE AND/OR SUBSURFACE RECQNFIGURATION AND CORRECTION OF COURSES AND DISTANCES TO FORM oWA TER SHUT OFF VAL VE TOWN OF HARRISION FEATURES,I F ANY,NOT LOCATED OR SHOWN HEREON. MATHEMATICAL CLOSURE OF PARCELS AND EASEMENTS. JOSEPH R.LINK DATE NEW YORK STATE LICENSED BLOCK 664*LOT 1 SURVEYED:MARCH 23,2002 NEW OR STATELICENSED I o ass LAND SURVEYOR SEAL PLOTTED BY=DIVNEY TUNG SCHWA-BE,LLP SHOGREN,MARK 9/1/2017 9:35�14 AN GACA313\788 SUN HOMES-RYE BROOK\788 SP-1.0 OVERALL SITE PLAN PLT.DWG i6lRYE BROOK / D I K I N G F I E L D INEW YORK - - - - 110E KING STREET - - RYE BROOK,NY I I PROPERTY OWNER O SC Rye Brook Partners,LLC c/o Sun Homes 3 Memorial Ave ❑ MODIFY/RELOCATE Pawling,NY 12564 STONE FEATURE 20'MINIMUM CLEARANCE APPLICANT BELLEFAIR CHAIN GATE SC Rye Brook Partners,LLC c/o Sun Homes 20'WIDE ASPHALT I ial Ave N/F ST.PAUL Pawling,NY 12564 / PAVEMENT EMERGENCY g' CHURCH CORP. ACCESS CONNECTOR PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT DIVNEY-TuNG-SCHWAEBE `--� ❑ Irrteffigent Land Use Whit.Tung S Y 106 1 LLP One North Broadway White Plains,NY 10601 0 I ' BUILDING NO.6 P:914.428.0010 z 0 = F��Mz DN N/F ORNSTEIN SURVEYOR UTILITY EASEMENT Link Land Surveyors,P.C. I 21 Clark Place z i I I Mahopac,NY 10541 OF�OY�BROOK� utVCPG i I RECKSON LEGAL COUNSEL POF D ROOK)R�EQ / i EXECUTIVE PARK II I 445 Hamilton,Avenue,14th Floor l i Cuddy&Feder,LLP `�tVVPG� �❑❑� ( White Plains,NY 10601 BUILDING NO.4 �yh BUILDING NO.5 \ / / r - J I �, / z I 1e:�......... G) 0 u O n N/F CANTLE All 0 INTERNATIONAL DRIVE--_----_ I ell '� I 111 \ \ — \ /�<9 ` - \ \\ coo oe � f, o ' \ RECKSON a EXECUTIVE PARK I ` \ UTILITY EASEMENT-1/////'� A/ \ BUILDING NO.3 BUILDING NO.1 \\ \ N/F SHEMIN - o SUN HOMES ir I Of I t (31.5 AC 1,372,140 SF) 1 LL I�W a \ \ \ \ / O z LL 0' I I I 11 \ / \ \\\ BUILDING NO.2 2 / 4 0 40 80 160 i \\ \ .► - \ \ ' SCALE: 1''=80' NOTE:ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESCNTCD BY THIS DRAWING ARC OWNED B"AND ARC THE PROPERTY Or DIVNEY TL'NG SCHWALBE,LLP,THIS DRAWIr WAS CREATED AND DEVELO'ED FOR USE ON,AND IN CONNECTION WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL \ \ \\ y (n \ NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY 9 A'% \ \\\ \\` \ D O WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY S ` \ \\ \1 \ \ _ 17'1 TILING SCHWALBE,LLP. STATE UNIVERSITY X `` \\\ \ ` // ITI'O WRITTEN DIMENSIONS ON THIS DRAWINC SHALL HAVE OF NEW YORK s \\ �l// \ �\ y , 0 �1 PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR -7 C7 SHALL VERIFY AND BE RES'ONSIBLE FOR ALL DIMENSIONS AND 0 CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED z z (''� OF 4NY VARIATIONS FROM DIMENSIONS AND CONDITIONS ///, C z u SHOWN BY THCSC DRAWINGS'//�7/�/ q (\ \ \ I -< n LEGAL NOT CE n A I VIOLATION A JY PERT 145 OETHE NEW O N/F KRENZEL YORK SIEN I EDUCATION EAw FOR SPRY PERSON S C[O THIS 1 � DOCI.MEM IN ANY WAY EXCEPT AS PROVIDED IN SECT ON A C 7209(2',ARIICLE 45,NEWY0RKSTAIEEDUCATIOVLAW. UTILITY EASEMENT \ I 7 ©CcPyright Divrey Tung Sch-llx,LLP 2015 1 / All Pghcs received. \ I N/F COLEMAN REVISIONS \ NO. DATE ISSUE 1 11/23/15 SITE PLAN APPLICATION _ \ 2 12/23/15 REVISED PER VILLAGE COMMENTS - 3 1/22/16 ISSUED FOR PRICING \\ 6/2/16 UTILITY REVISIONS 0 3/1/17 ROAD A CLUBHOUSE,AND BUILDING REVISIONS DORALARROWWOOD 4/4/17 ISSUED FOR BUILDING PERMIT RESORT 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 0 [r p Iz m 0 ` O'U \ \ �o En En m _ m m DRAWING TITLE: / 00 = N/F MARTIN REALTY,INC. 0 I I OVERALL SITE PLAN o I \ I / DRAWN BYE CHECKED BY: DORALARROWWOOD Of NEk, JEB ISMS RESORT O I �P��,ART1ry�q PROJECT NO. DATE: � a� s q 788 09/17/15 DRAWING NO. LU w i mv� S P 1 0 \ w I 1FESSIONP� PLOTTED BYt DIVNEY TUNG SCHl LLP GOODSTEIN,MAX 8/31/2017 10�53:47 AM L:\788 SUN HOMES RYE BROOK\788 SP-1.1 SITE LAYOUT PLAN PLT.DWG CHAIN GATE AT I RYE BROOK EMERGENCY ACCESS CONNECTION I-i EMERGENCY ACCESS TO KING K I N G F I E L D STORAGE AREA To STREET THROUGH OFFICE BE RELOCATED PARKING DRIVEWAY NEW YORK 1100 KING STREET RYE BROOK,NY 4.- 7M EMERGEf-y-- ACCESS CAD 54 53 2 1 I RECKSON EXECUTIVE PARK 11 • 55 BUILDING NO.4 PROPERTY OWNER 5 56 SC Rye Brook Partners,LLC CHAIN GATE AT c/o Sun Homes 58 CONNECTION EMERGENCY ACCESS 3 Memorial Ave 60 59 Pawling,NY 12564 2 TRASH COMPACTOR APPLICANT AND GARAGE BIN P12 4 64 63 4 L TO BE RELOCATED SC Rye Brook Partners,LLC // ' i 40 4 VEHICU�&A-PA',IER 4— TO OFFICE PARK c/o Sun Homes OROUS P ERS, --DRIVEWAY.TYP. 3 Memorial A e 12 4 --Tyrr. Pawling,NY 12564 I T AMENITY 4 RFCREA ON SPACE REMOVABLE POSTS (D 4 L.1 P. 10 PLANNER,CIVIL ENGINEER,LANDSCAPE jCKI-F Lb�—F WITH REFLECTIVE TAPE 4 10'STREET—HONE F,A D6ANE ARCHITECT (TYP.) LIGHT,TYP. (D —REDI-ROCK DIVNEY-TuNG-SCHWALBE 12'WIDE STORNIVYATER Pi Q (D 0 RETAINING Intell[gent Land Use MAINT.PATH,TYP. P10 31 Bill Tung Schwalbe,LLP P10 On North Broaday 51 White Elam,NY 1 w0601 1 / / / / I 0 ( \79 1 t 4 P 914.428.0010 P10 F:914.428.0017 4 Zx 80 49 SURVEYOR 29 III -- I Link Land Surveyors,P.C. 4 6' 2. 21 Clark Place 0 100' 81 48 Maliopac,NY 10541 I'I TRACI, 46 4 P10 > 27 LEGAL COUNSEL z a 1 4 1 1 rn 82 4 U I PLIGHTS-TWO AT STOP SIGN Cuddy&Feder,LLP 14 26 EACH TREE(TYP.). 445 Hamilton Avenue,14th Floor I NO 1 1 45 �9 50' White Plains,NY 10601 PROPERTY SETBACK ADJUST STONE 4 25 CURBING if 4 83 4 44 3 p2 P10 INTERNATIONAL DRIVE(EXTENSION) 0 14 T—I-ii- 4 ' 1 // I llMl 4 85 42 1 1 3 AFFORDABLE --J--- EXISTING PAVEMENT i t'- SAW CUT&MEET JIUSING,IP. 40 3 B UNITS) P10P10 01 S E 87 PATIO FROM FIRST 41 FLOOR OF NON HOW R WALK-OUT UNITS,TYP. - ' 4 ADJUST STONE CURBI"N. DECK FROM 88 % I FLOOR OF T No % TREE UPLIGHTS 7T TMM 10 N SPA UNITS,TYP. 91 ♦ (TWO AT EACH TREE TYP.) 89 18 FENCE R" `,4 ♦ POOL EQUIPMENT---^ 12 AREA(STONE) / 1 4 PATIOj \ ,-1,< \\ ' I I \ I P10 90 POOL CLUBHOUSE POROUS PAVERS, P10 92 P. EXISTING VMTER QUALITY 4 5'WIDE WALKING STORMWN BASIN TRAIL,TYP. I III 94 12 93 2 S 12 12'STREET \ \\ LIGHT,TYP. 95 , 36 ID R30, (D (D 34 P12 7 // /// / \ ID \\ PI 98 ♦ POROUS PAVERS, SPLIT RAIL NCE P r WITH WIR ESH S. Ty \\ 4 P1 / I \, / . 0 11 / / I //// ' /'^ \ 99 \\ \ \ 10'WIDE CONED RECKSON EXECUTIVE PARK( P10 102 10 4 MAINT.PATH,TYP. BUILDING NO.I /. 6"COBBLESTONE MODULAR BLOCK CURBING,TYP. RETAINING WALL, TYP. ASPHALT \4 \ /"'b P12 PAVEMENT,TYP. 6 4 P12 ------ 1*11 'V 0 20 40 80 WATER 12'WIDE STORM 1 103 MAINT.PATH,TYP. 78 SCALE: 1"=40' 0 104 STREET �STORMWATER 'Ll G4TTYP. 77 MANAGEMENTAREA 14 NOTE_ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE (TYP.) OR REPRESENTED BY THIS DRAWING ARE OWNED o P,ON 105 e Y AND ARE TF1 7 10 PROPERTY OF DIVNEY TUNG SCHWALBE,LLP THIS DRAWING WAS P12 P12 76 CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION P10 WITH THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT E USED BY OR DISCLOSED TO ANY PERSON OR ENTITY v� WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY 10'UGHTS AT �7- 15 TUNGSCHINALBE,LLP 72 PARKING SPACES WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE TYP. PRECEDENCE OVER SCALED MEASUREMENTS CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED 7/ 16 OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS J / ^ SHOWN BY THESE DRAWINGS. 69 LEGAL NOTICE:IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 10 1 P CD YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 4 Y DOCUMENT IN ANY WA EXCEPT AS PROVIDED IN SECTION / 1'1-� \ 7209(2)'ARTICLE 145,NEW YORK STATE EDUCATION LAW. 66 17 POROUS PAVERS, All rights reserved. TYP. 106 Copyright Di—ey Tung Schw.lbe,LLP 2015 PTO 4 Pi 108 4 n2 12'STREET REVISIONS VEHICULAR P LIGHT,TYP. 10,00 NO. DATE ISSUE DRIVEWAY,, 4 194 1 \� \ _ POROUS PAVERS, (D I \ \\\ \\ 1 11/23/15 SITE PLAN APPLICATION P10 4 TYP. 4 4 2 12/23/15 REVISED PER VILLAGE COMMENTS 110 3 1/22/16 ISSUED FOR PRICING 74 8/2/16 UTILITY REVISIONS ` \ \\ \ \ \ / / EXISTING STORMWATER 21 20 _3/1/17 ROAD A,CLUBHOUSE,AND BUILDING REVISIONS \ \ \ / / _ /__ DETENTION BASIN 1%,\ _(PARTIALLY CONSTRUCTED) 71 5 _4/4/17 ISSUED FOR BUILDING PERMIT \ \\ \ \�\/ / / L22 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 67 55 REMOVABLE POSTS \ ` \\ \ \ \// _\ \ ` ♦ 23 WITH REFLECTIVE TAPE (TYP.) %<1p O\ ` �\ \ — — \\ - DRAWING TITLE: t9lb i 1 1101 k I EXISTING TREE LINE Jill, I SITE LAYOUT PLAN TO REMAIN -77 \ ` �_ \ \ EXISTING WATER QUALITY \ ` \ -- \ STORMWATER BASIN ®12'WIDE STORMWATER MAINT.PATH,TYP 5'WIDE WALKING JEB GMS DRAWN BY: CHECKED BY: TRAIL,TYP. ;iiiiiir- PROJECT NO. DATE: 788 09/17/15 DRAWING NO. 084 Sp—1.1 PLOTTED BY=DIVNEY TUNG SCHWALBE,LLP GOODSTEIN,MAX 9/31/2017 10�5440 AM L:\788 SUN HOMES-RYE BROOK\788 SP-2.0 GRADING&DRAINAGE PLAN PLT.DWG LEGEND -300--EX CONTOUR LINE U OFT I I I I I I / \ ` / / / RYE BROOK -EX.CONTOUR LINE(2FT) 30 PROP.CONTOUR LINE 2FT) ---PROP CONTOUR LINE(;FT) ' I / / / I / r/ / / \ I //_/L/A..61IT OF DISTI-10AN(-�cF\ ' \q� \ \ `- �0EO-� I I K I N G F I E L D PARCEL BOUNDARY LINE 1 I I I / / I I I // / I// 'I _77-y\- PROPOSED STORM DRAINAGE PROPOSED ROOF LEADER 1 I I I I / / /I//I I I / // L I \\ \ / I / f / lI - - Ot`/ I NEW Y O R K PROPOSED FOOTING/UNDERDRAIN `�\\\ I I / I IHP332.0 FL1 100.17-FIRST FLOOR ELEVATION,TOP OF SUB-FLOOR I / I I I I / / /I/ \ I I I I I f'� \ � 3`. \�� �I 1 00 T7T1\T!`STREET BS MT 90.67-BASEMENT ELEVATION,TOP OF CONCRETE 1 1 KING V STREET i\�L,L.1 GAR 99.42-GARAGE ELEVATION AT GARAGE DOOR I / I I I I / 1 \ \\ \ I I I III \\ / / I -- ----- / / CO I I RYE BROOK,NY DI-62 I I I \6LF 11/1HOPE @ 10.00% _ - - I / / / \I 54 PROPERTY OWNER S o Sun Homes INV: LLC A� Few �� N� CBC6-10 ➢fir �w Drn� RIM:18.00`< OmT Nyw\ INV:3.55 I 3 MemoPawling, al Ave I � v o I CB G5-9 m I Pawling,NY 12564 I .RIV:315.86 0 I �� m-asyINV:312.61_ t,iA2% II I HW B-IA-1 y n x ry _,N \w W 65\15"H\E_° / D I I I APPLICANT I I RI M:276.80 / w-n v�s r�o I I I INV:275.00 D / y a I /� z I N32LF 15"HOPE@7.79 / \ � �w _ � w°�� I _ �� \ SC Rye Brook Partners,LLC CB o-asE 1 \ I c/o Sun Homes RIn1:3Qt.soGG- \\\-� \ \ \\\\ 1 I I I 3 Memorial Ave w / INV:2..9.25 I \ r v \ \\ ce c-s a I Pawling,NY 12564 I A N CB C4-46-1 1+ \ \ RI M19:31325 I g' y I / RIRI /Nw / INV:293.05 I �,9,,�\0 \ \ \\ \1✓�Io /�D�i J \ / W _ / �, w \ - I PLANNER,CIVIL ENGINEER,LANDSCAPE 22LF 15"HOPE@1.00% 0* � � W ARCHITECT IL CB B-2-1 / / 5 85% SSLF 15" 50 `��� I I • 11 1� l� / @ HOPE CB C-4-6E \ J I ♦ H /,( RINI:289.50 I 15''HD @3.89% / I / IYLVL[ ICII`f I IY1[(1LBE / I yILF RI M:303...0 \O cn" \ \ \ I I I I �R� \ I INV:286.25 \ Irma I Land Use (�'11 CBC-4-4B 33LF 15"HOPE @ 0.88% CB G4-5B 27LF 15••HDPE @ 4.89%i m v` II II N Divne Tun Schwalhe,LLP RIM:296.50 - II ! 41 Y 9 RI A9:303.00 \1 O INV:29?.81 JJ One North Broadway _ N INV298.85 CB B-3-1 51 rC9 G45 \ II I \ \ White Plains,NY 10601 I / DMH B-1A DPE @ 0.82% 89.82 RIM:291.80 m 79 RIM'.299.90 II / RIM:284.00 INV:288.50 O N-^ / \ CB C-S6\ \��21 LF 15"HOPE @ 1.00%N 30 11I I ..�- P:914.428.0010 1 240`� / - F 1442 17 INV IN:'e77.77 15" 15•HOPE @ B B-3/ / A I,/ I�V:296.65 I 1 I INV IN:273.9615" N RIM:310.17 -- t INV OUT:273.96 15" SOIF r/ ,RINA 290.92 ^' A 1 1 /\\ INV INV ! RIh9 3 020 O�� 9 8.00 \ ---_ INV:287.95 / // w°'°.�' 1 1 ® �Dm 49 III li �INV:307.00 \ 33 / \ I I / / /A F�w/// -/ / //w 11\1 I `o NN rn\ Q 1c•HDPECIC'0`A \ or SURVEYOR 23LF 15"HDPE@2.14% I /N o�~/ / / Link Land Surveyors,P.C. ° / 1 1 o m T \ 0 I -� ree \ \ 21 Clark Place a / m 81 1 1 N 14a 01 I'I e I \N 28 \ J ro Mahopac,NY 10541 RiM2ss 5D \� \ p �u� 1 1 46 N % \ N 01°lil \o-y� \� G G G G G G 1 I I INVIN:286.0215• w _o w J,n O 1 1 m m \ z7 W W W W w LEGAL COUNSEL 11, / �N N Z I 'k D EX CB C-6-3 V 11 I 1 O 11NV IN:286.021a" o m°-' ♦\1 1 ♦ O DMH IM=3 j1 1 Zyy �-D RIM316.60 � I I \ HW B-1 F9'I NVOUT278.411s" \ p 1 ➢�� V.-292 1 z ^\"y \�Pw/ wv ouT:3oz.so-3s" `, Cuddy&Feder,LLP RIM:272.80 p mp / w T 82 1 1 ) A N o / -\� _y 4 11 T II \-/\ \ - ' JJ FCB 310.95 I m _._......_ IN:271.0015" " a,-� / 9 1 1 a _;O P-1 w 11--II 36..M RI M:310.95 \ 445 Hamilton Avenue,l4th Floor' 64 A-a / O m 1 __o�'6 INV:307.70 /N. White Plains,NY 10601 1 / � -FGB C-12 TF5 Vert. 32 - I ' I J mIII o I C. �- NIM33J � � R 3 w I m II 11 15"HOPE 1.00% 0 318.8 DI InY yILF 15"HDPE a 1.32/ r \ v.,ae'Cs 8 ➢➢ I _ RIM:294.50 \ 43 1 . II I1 O / N N N ➢ IN\^291.25 \ 1 Q1°' G1 N r \ �\ / INTERN IONAL DRI EXT ION) 1^6LF 15 HDPE @.6° � Pa D O ♦1 n�mm 1 CII 1 ➢N� 011 1 19LF�1-5B GS Q1 5°/ 24 / -L\HDPE / / S / 35LF 15 HOPEL p 70 VRI 31CB 527 29-0 O ° \ 1 1 11 1 I ~I I _ RIM'. ., I N Ie e v \ \ I \ all�c %- RIM 294.50 1 1 I INV 291 n2 ��/"5 /@ 0- �I `• \ InV=2 8.5 \ • "x5 I I I I \/ / //V / I I 1 21LF 15" Z I 1 y� N - ➢ l J CBC Ii s Ia •e CeNV:303.65 k^ / / \\s ♦ \ \ -fl / ➢ W'� PIM-3..6.9` I v RIV 303.75 INV'G..75 R? I I II // I I I mT oI ➢�� 1 l� A-Iw Q IN 303.42 3 1° 07 1 w N ! I I Nr p� z - '1 m v,� H P F -�I P rnl 1 / 0.0 ® N� ♦ \\ 15,D \ \F/Cy�1 24LF 15 HOPILL"1.OG% •• \�O E� Nw m\ 1 1 I Y.j cb\,P -C8 G11 �OZG N r 41 \\ / \ik DI C-6-2 CB GO RIM:315.50 - ,U 1 ➢ l I 306.3 I � I I I V I ( I I I I \ I \ II 1 AoN A Nw 30 \ \c INV OUTR1972515" e / r / RI M:310.95 IN[W9.51 DI C-5-4 •y°I°_ IN\307.33 39 w N� ^moo ,.RI 1303.50 ® 1 1 .P rn w/ DI C 5-3\w m y \° 3 mC) _ / BB 1 `INV:299.75 I 1 \ I I I I I I I I _.0 FR 1➢0'r RIM.302.GG 30�2�7 , /1RIV 296.99 �OQ �;;/ \ I 91➢D y'3 \ \ w \ INV�,5 OQ 306.48 \INV:296.99 %\/\/ RI GB CB G43B\ 30 / = I 0•.\.�RIR1:305.05/// INV 307.00- I C -'�'� ♦ 1\I IRIM'.301.90 4�\F^ FF 3G6.50 _I 25LF 5"HDPE @ 1.00% /+INV:301.65 INV:3 9 I 38 INV'.298.65 303.5 _ L- 8LF 15"HQPE @6a0h I1 89 \ \ � O 17LF 11"HOPE @ 0.50% 67 > / I M:Una - CF36^ DMH C-o11 .0 ., / / 30LF 15••HDPE @ 1.89% RI00.59 90 Y N \ 27LF 15"HDPE @ 1.42% DI 3 INV IN:3005915 F�q/ RIM11:77.97 �1 \ \ / \o RIM'.301.50 RI 01.5E \I / / / / INV OUT:300.5915" )1� i\ N -'/ ♦ \ IN1'.118.25 INV:2.17 t v / INV277.37 I 1 \ 25LF 15"HDPE@0.60% �Op T I I I I I \ I �Owwm /II•, 1 \ ~ P-1 1 wpm \ 'F2 I 30i.48 INV IN:296.71 15' w \ N Q m� INV.=275.1. INV IN:300.80 15" CBC-6-3-1 \ \ / I1 N - INV IN:295.2236" ((�� /INV IN:277.31 36" 138LF 15"HOPE \ \ \ I\ I II \ \\\\ N '\ y SM!- �23° @ 1.fi7% INV:300.75 `'a° Rim e' \ I `n ® \ \` INV ourzn.DD SD^ / L \ ,K'� %aa ST MWA�, V R I \\\\\ \ \ \ INV�274.2' 94 \ \ \E OPT@ _ CDC-S1 CRC4-A- .50 \ p \ RIV'.299.80 \ \ \ ^ RI M30210 ��N N' \ N INV:295.953•^ h IN\C 92.°5 \ \ ♦\ 11I I �I\\ I `\ \ 93-�-Gr"'�" "T�.�. ♦ \ \ G9�T wog 1 �� 32LF 75"HPE C 4.08%SE041,ER♦ \\\�`��y, G /� � I /15 l� \CLEAff: I I\ OCSB �o AT \ 36 C9�T�O GBC-4-IA-12 CBG4-IA-9 RIM11:2 I v \ / 29LF 15"HOPE @ 1.G0% _ / I RIM1I:268.4o ORIFICE E .E.75 9 N \ w0 N2 1 _ \ R 9!..75 4" L 2 60^.0 P i1 s � \ ♦ o s INV295.50 I NV:?9?.50 ?v 6) ♦ \\ II INV:264.00 6 T N,q`'w, ♦ \ \ Bw / \ 1/J�C It I / CB1A-11 9'A9<�N9 RIM G,Ci '.29a.75 9A�2wo NV:295.20 ° RIM 30nS a Or g) \ \\\\ pc I I\\ \ G II ' / /// ///////III / i� m�� 97/�JN N.-S,m i \ A ♦ 8 F 46LF 15"HDPE @ 2.79%. 2 DMH C-5 SMH UV / d N IN 773' / o-/ s G? 00 \\OLl\\ 6¢\y e C IN 299.55 N IN295.6265" L o0 \\ I\ \\ \ \ \ I p��.� 8'I. /}�y/� 98 y'@s - \.F \\ \ G S'Li>`>O NV OUT274.97 60 "AD X BS C>w / \\ \-S6 �....- RIM=260.8' S 0 1.� / / /, \ n L 2 N / \ 6, ♦ \P \ 1Q\1-, - O?p �G9R T2o? I \� \ 1 DMH t / LL o M:29200 RIA;1=3024' � INV.=252.1 \CBG11-1 N� \ °?e D??>>� \ \ �\ \ / O'9 T.9�, a2 ,C g \ \ \ IN 2811136" 1 o�°-RIAI:293.55 'S'.�O 101 \ p\° ON G4-1A-7 6 C> .2 q .;' / / \ \-. \ INV OI.T 280.63 36" IN\IN 281.1515" NIl1?93.75 G'P r2y CBC11 DI G41B\\ Q�'e nJ \\♦ Oo2u?mom T ® / / \ \\ \\ U\ \ \\ , \ D I \ RIM'.293 ®.Z� 9 T v :290.50 .�` \ I I I 45 N '$�N RIM 1 F Q 9 rww / ® / C\ \ \\ DMH G613 ES GB /� INV.2E9.Sg N9w us'INV OUT'.2_8_7.2515" \ °i GRw9S�wp RIM:300.00 RI M.255.39 E INV OUT:281.1036" \,. E@79.99% I-DIC-12 Off/ o �, _ _ UE RIM:255.39 \ -I q/T?A ♦ / '�/ \ I \ RIM:279.25. `'C \ \ 37LF 36 HDPE @ 1.15% G3-1B RIM:29215" �INV.28?.5G --\\\ IN4-2B278.0 15" 4 RIM11:299.55 \ � INV OUT:285.7515" oC`q? '/\ \\! 0 20 40 80 CBA-42B 278.0�" � \p S Ce� \- ` y \ 2�/ / O / Z➢ \ I RI/ 103 INV:28787.6060 -RI 1. ♦\,c�F /P 2 26, ® INV:296.30 'P._,? \ � \ � \ 29o.00 m �_ o O\\ I/ ♦ B C/ P�@i INV:285.56 � TF r�y� /♦ `O/9,.'>>/ • \/\ >.,.°°O9N 6,\ \\ \ 9 \ 1 \ 3 , / 15"HDPE@1.00%` / R!/ RIM:299.45 / \ / o / / \ /// / // , 11 �// $�a��O-> \ / a� ♦ •\ �\ / s�3 wv2sa.G \ \\ \\ I I I I I I \\ / I SCALE 1"=40' J \ 9 T'� 21LF 15"HDPELI.CO%i �/ / / ♦ v GT O w \ / I I - I / 1 \ 6 LF1"HCPE,O 1.0�'./ >2 33 5 C/. SUB G3-1A 77 \` ♦ �: o \ I I I ( O RIM:292.15 � NOTE:ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE a _ \ cq >/ RIM=1�2'/ \ __ / 105 q�1 C/r2w°>T INV IN:285.04 15" ♦ >C/' 6,.�\\ \ \ \ I l l I l/ I I \ OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE A \\ \ \ C INV.=6 5' 2B OG'OT CB A-41B �111 .33 INV OJT 27?.89 V5" \ 1 / /74 G1 U'< PROPERTY OF DIVNEY TUNG SCHWALBE,LLP.THIS DRAWING W / / / �I� \ \ \ \ @�< 9v RI M290.50 RI M1:292.3G - C>2 ` tl` "Zp�.l N\\\ R` \ I I I G� CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION 6 \ m \ \ RI M19:285.4J INV IN:2??.a;;15" Gtiq T20>> 76 / K2p \ N N C''m I INV CUT:282.15 15"/ I m WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL ��� NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY \ I I II // //////./J/�///'// /�/\ \\\\\\\\\\\\\\\\\\\\\\\\ \/�\\^\ ✓/I//I�I 1 \\\\\\\//// 2BS/o \ EL TiO� \\ \�_I UQ� /INVIN O®UT:2>'2�<..7T8>6S 0^y•O,o �\ / 28g E36 j/'pS/�2 Cg>o 28A/w / 72 __ \ a `` - 5Oi 7@E�P<�- \ Ncjy�N��N.�N \ \\'m�\N v R`\ Ir/ II I////I I /I I I / \ \\ S %ER WITHOU T THE WRITTEN PERMISSION OF DIVN EYVN272780 N 7/2.0'/ Ole TUNG SCHWALBE,LLP, WRITTEN DIMENSIONS ON THIS DRA\VING SHALL HAVE s, PRECEDENCEOVER SCALED MEASUREMENTS.CONTRACTOR \ \'t \ I I I I 1 SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND 1A CBC-4--6A`�9�-' CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED 731'� 16\ \ \\ I I I/ ' OF\INV.�26T`9.'-INS // \\ \\\ \ P2y�OG�>>�y \F6� - 6> - �� ///$Jy SMT291 g> 70 INV294.00 N \ \ I I CL \ SHOWN BYRTHE EN DRAWINGS. AND CONDITIONS \255'BLOUT -/i \ `.,�0\ i// �R238?1j ° \' G1➢2i�N\ \\�\ I / o\°✓ LEGAL NOTICE:IT IS A VIOLATION OF ARTICLE 145 OF THE NENV I _ � I I 1 ,p ��S RI MI:297.00 X V YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS I I I 6�C INV:284.95 / /•\1 P @3.15 / / \I \\ RIM:2a6.41 S> FC1 o ego ,,,-�-I \ INV293.75 t1/ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION INV:2a3.15 CB A-4 7209(2).ARTICLE 145,NEW PORK STATE EDUCATION LAW. I I I I \\ / - \\ \ Gq _ G 2g3, i C6 / / / Z 1 I I I \ \ �....... \ \ \ .P/r O RIM:288.20- -/ AR 6> F 1 / / RIM 287?20 /off INV:284.7? tea,A ?g1.83 GSM/28/> 66 RZl,3.50 D�\Q 1 1 �- 1 I I 1 \ \ \ INV IN282.6415" g�<> `' \ '4 / '11 36> FC7 CBA-3 ©Copyri ht Divne Tung SO-lbe,LLP 2015 QS 1 g 2 I All rights reserved. INVIN:282.8415" i/y'LiT2 �106 O F // 3 BS g$1 \ 1 \ / / I I 1 \ `90 �,9 RIR1:296.80 �N r g INVIN:270.5460" 0'qC`'8'>> - '9Q�N Gq 836 SS 2g4 INV:233.55 2 I q,9>ro° / "7� R INV O IUT/2A70`/54 6_0" 2g9 G>;s� � � 9x 2 CAq S 1> ,.s X N^'•9 \\ I \'\\ _--- fl!! @S,C> 92J� 107 •// m _3 \_- // /38? \ \ �ws� \\\ 'sP \\ I I I I I I// \ I C�a p N� \ \\ \\ / 1 I \I \\ ( 39LF 15"HOPE a 7 25% 2 / ,RIM:293.50 5 I J ♦ Oq / \ REVISIONS S6LF\5"HOPE @ 1.39% mw's \� m, / I � N0. DATE ISSUE ( / ee 23/75 SITE PLAN APPLICATION�STORMWATE O BASIN CBA-8 G1 18�LT / / / Gy AC/f0?/T FC HDPf�qj / 2 F 15 RINI 296.00 ro.°'-L \\° 2 12/23/15 REVISED PER VILLAGE COMMENTS \ \1 / RIM11:261.51 `92 // \\ 75 R2y09T1 SSMT297e 213°0 1ST°/ 6`X �TINV:292.75 I 'N 6' ( 15"HDPE@ CB N< 1/22/16 ISSUED FOR PRICING l \\\ \\ \ \ \ \ STORMWATER -(-- RIV:294.60\'y v a c'N \ \ / / / \ \ 3 SINV:?902:9 1/21/11 UTILITY REVISIONS no \\\ \ BASIN"C" \ \ __ --1\ 74 52 ��O m I \ \ / RI M:293.40 1 b T� N I ! DI All 8/2/16 UTILITY REVISIONS gI� 44"-9/ / INV:290.15 , I N,q Nr I / NIV:29209 / / \\ 3/1/17 ROAD A CLUBHOUSE,AND BUILDING REVISIONS FL129 5.67 BSMT 286.17 G'`�J / I G L / \ ?�� (GWTL 2ypU 9)A N< 4/4/17 ISSUED FOR BUILDING PERMIT G)tz N ®'r / / /\/x'\// / / m\ 1 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 77 RI1,1258.00. -paplS _•",CtS`Atr,.,_ DRAWING TITLE: RIM 268 itz -\\ =�, 3"ORIFICE EL 2=6.0 GRADING &DRAINAGE, 61 STORMWATER \ - - -\ - ,\�\\ \ _�\ BASIN STO PLAN RMWW�TER RII aa1.39 \ �� Base / I / / / ;� � m / / llw I l l/l l / l / i� \ \ DRAWN BY: CHECKED BY: � l l \ MJS/MBG GMS PROJECT N0. DATE c p S -fl 788 09/17/15 O / l / \ � \ Q7 y`F DRAWING NO. mw \ FESSIOMP\ PLOTTED BYt DIVNEY TUNG SCHWALBE,LLP GOODSTEIN,MAX 8/31/2017 10�54:33 AM L:\788 SUN HOMES RYE BROOK\788 SP-3.0 SITE UTILITY PLAN OVERALL PLT.DWG —OE rZ121 330, LEGEND cc) RYE BROOK —300——EX.CONTOUR LINE(10FT) ———EX.CONTOUR LINE(1 FT) CONNECT T1EXISTING 16"WATER MAIN —30—PROP.CONTOUR LINE(lFT) WET TAP,SLEEVE& ————PROP CONTOUR LINE(0.5FT) VALVE IV,, A K I N G F I E L D PARCEL BOUNDARY LINE PROPOSED WATER SERVICE PROPOSED GAS SERVICE NEW YORK PROPOSED ELECTRIC SERVICE PROPOSED SANITARY SERVICEIIIIIliI II \\\ 1100 KING STREET PROPOSED STORM DRAINAGE T� RYE BROOK,NY PROPOSEDVALVE or PROPOSED HYDRANT NN, /7Z 7M HEATED IRRIGATION [ENCLOSURE,TYP, — PROPERTY OWNER 7 • � I SC Rye Brook Partners,LLC c/o Sun Homes 8 Ul— 3 Memorial Ave CT Pawling,NY 12564 APPLICANT RI SMH S-5-3 SC Rye Brook Partners,LLC NV, N:118 45 8" c/o Sun Homes 64 MH�-a-44V OU + M 301.6 3 Memorial Ave I // INV:296.. MCI Pawling,NY 12564 PVCHYDRANT& —— I rA VALVE,TYP. __ j PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT ETEF DiVNEY-TuNG-SCHWALBE INV 284. VALVE,'T"'.. SUH S-3-3A IG@D�_ RI NI 290.20 BACKFIL Intelligent Land Use 50L�I Divrey Tung Schwalbe,LLP One North Broadway 11 11 Wh1 / // I / / �D II II / it.Plam, 30 P 914.428.0010NY 10601 ENCASE — 02E F 114.4211.0111 NEW WATER PIPE IN 49 11 1 — CONCRETE LOCATED33 2 0 — WITHIN 10'HORIZONTALLY OF SURVEYOR MISTING SEWER PIPE Link Land Surveyors,P.C. XI -II, 0 21 Clark Place / // \ 1 ' / E e I a, 11 II 1 \ I 48 "l, K= Maliopac,NY 10541 / / I / / e \\I I \ 1 1 I 1\ 0 p I, I G—G—G—G 16 ti I W—W LEGAL COUNSEL 4 Cuddy&Feder,LLP ' IQ) T H 11 rl ti tl:EI:E 171 '_1 445 Hamilton Avenue,14th Floor 87E — White Plains,NY 10601 ' I IF \ 11 II I \ ➢1 - -'1�1� ----- ---- - \- 3120— -- —--———————— 86 43 �W— W —1WERN L DRIV4�\(EXFF ION)I NA IM 307.80 0 /W V .27 k0i/ 2 40 BR8 --14 11A il�, —2 I I I m HYDRANT&\ 1 \ \ , H CONNECT TO EXISTING MAIN WITH INV2-33 REDUCERS AFTER ANT 00- EXISTING VALVE \ I I I I. ' I \ \ 1 \SMH S-3-2\ 89 \ \ 38 �_ R\ 0 O I `5 25 4d R`O RIM 303.6, HYDRY IN I N 296.61 8" AOP P VALVE 1Y1 C II,I/,1I'\I I I I I I I A IN"B"I 1I I\\\\\\\\\\\\\\\1\\\ \\ ��e \c , N7d:�\'\s\4 \`RIM17296.44 3 S,M�_4.2 94 \\\\\\ 37 1- U'l I= 2 \\ I S MVVAT R 8 WV SMH Sm6 RIM:303.50 NV 0 1W / \ \ \ I \ 01 )UT 287.61 5OLF 8"PVC 1.2 0'%/.ql WE � \\ '\h .. / \r\ I I CL AN j2 \\�\\�\\ \ \ \ \ I I 1 m � r 6 It" F\ \ \ I I`� �\\X\\/\\ I 1 I \ 1 \ 4"S.E /-- HYDRANT& > �+' \ \ \ \\ \ \ a-OII SNIH 3-5 LATE 7S R INVAW87 10 SMH RIM=260.8' s oQI.Pb - f \9 ` >/ \ \a'�a `\` \ \ \ m\ i 01� INV.=252.1' -' Iy�58.4' / P. e!S \ \ \ / .5 S 9r\ / / \ \ \� \\ \ / 301.75 S6-1 102 2 0 20 40 80 HYDRANT& VE TYP �- 7§Lm= SCALE: 1"=40' /// / // \ \ ( / f/ \\\// >/ �S/7\� 77 \\\\ ♦ \tP �'+` \\ 19\ \ \\\ I / I I I NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATEM OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE Tfl 7 PROPERTY OFDIVNEYTITNGSCHWALBE,LLP THIS DRAWING WAS _Z:t CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION S WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED R DISCLOSED TO ANY PERSON OR ENTITY ;MH S-6-3 WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY -N- 010 By TUN;SCHINALBE,LLP. 29C.72 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE \ II /l / /y/ /� \\\ \ \\\\� \\\ ✓///J)� \ \ \ / \ �Z, PRECEDENCE OVER SCALED MEASUREMENTS CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED -111 S-4 1 OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONSF R 1288.3D SHOWN BY THESE DRAWINGS. INV 233.45 LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW I I 1 / / / \ \ \ / / \ w -/ F \ \ \\ I YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209(2),ARTICLE 145,NEW YORK STATE EDUCATION LAW. HYDRANT &VALVE Z Copyright U u ,noy Tung S,h—lbe,LLP 2015 01 t All rights reserved. HEATED IRRIGATION ENCLOSURE,TYP. 1 I I I I I I I 1 / \\\ \\\ \\\ \ \\\���\\ \----- + / 107 •// 8"pVeC/� µ'`µ / ' mp�1\ \\ 1 \\, � �I I I I I II / \ ➢ \ I II \ \'\ IT . \ Nvz€z.s� \ if IG REVISIONS NO. DATE ISSUE RIKI:291.50 \up 19 —— It INV 286 65 84Cp \N\\ I I 1 11/23/15 SITE PLAN APPLICATION ` / / I I I �ae\ 2 12/23/15 REVISED PER VILLAGE COMMENTS / `\\ \ \\ \ \ `1 / \ \ 110 // \ -� \ ; I \\ I I / �\ 3 1/22/16 ISSUED FOR PRICING \l \ \\\\ \ \ / / \ \ \ />� �\\ � � -SMH S-4-3 \ \ \\ / \ 3/25/16 UTILITY REVISIONS ro BA, ;NV�: 10 UTILITY REVISIONS p 3/1/17 ROAD A,CLUBHOUSE,AND BUILDING REVISIONS \\ \ \\\ \ ( ` \ \\\ \ \-,t- \\ �-®\ / ` \\ \ MH 5-6-4 /4/17 ISSUED FOR BUILDING PERMIT ,298.74 22- '293.74 4 SITE PLAN AMENDMENT APPLICATION DRAWING TITLE: �x 7=- %-75-08---- SITE UTILITY PLAN STORMWATER BASIN"A" OVERALL 0 \� /� /' � �- �—� � �� ---- \\\\\\ \ \\_\�\\ � \\l� 11� / 11/j` l/lll / �.�w\W ' �' � m�� DRAWN BY: CHECKED BY: M JS/MBG GMS ,Lj 0 PROJECT NO. DATE: 0 CUrrl 788 09/17/15 10, DRAWING NO. \ \\ // =�// I /-�s6\ �\ /! \ \ \ �= / I / //// // / / / / / CONNECT TO EXISTING 16"WATER MAIN REMOVE CAP, SP-3.�// 1 I /Il� I \\ / // / / // ///�// / // '/ // / / I 0 REDUCE TO 8" PLOTTED BYt DIVNEY TUNG SCHWA-BE,LLP GOODSTEIN,MAX 8/31/2017 10�54:44 AM L:\788 SUN HOMES-RYE BROOK\788 SP-3.1 SITE UTILITY PLAN TYPICAL UNIT PLT.DWG D D--D D 10"PVC MANIFOLD ROOF RYE BROOK DRAINS FROM MULTIPLE 6"PVC ROOF LEADER,REAR OF HOUSE DAYLIGHT TO UNITS —D—D—D —D SURFACE STORM WATER D—D—D D D—D D —D I D�—D FEATURE,TYP. K I N G F I E L D BASEMENT WINDOW WELL(TYP.) ROOF LEADER,TYP. (SINGLE TRENCH FOR 2 GAS LINES) GIL—GL L L GL NEW YORK IT WALK-OUT UNITS PATIO IS OPTIONAL 1100 KING STREET RYE BROOK,NY AC AC 0 EFA T') AC E AC WINDOW WELL FOR UNITS AC AC AC W/O WALKOUT BASEMENTS AC PROPERTY OWNER (ELEC/TEL/CABLE CONDUIT THROUGH BUILDING) SC Rye Brook Partners,LLC E E—E E—E- E E—E—E E—E E—� c/o Sun Homes 3 Memorial Ave ( Pawling,NY 12564 3 GANG GAS 4� 171 3 GANG ELECTRIC METE S(TYP.) ME � APPLICANT METERS(TYP.) TELEPHONE B1 SC Rye Brook Partners,LLC CI CABINET ❑ c/o Sun Homes (TYP.) 3 Memorial Ave TRANSF4RN1E Pawling,NY 12564 O "\\ nb (TYP M 4"PVC SEWER PLANNER,CIVIL ENGINEER,LANDSCAPE LATERAL(TYP.) 171 ARCHITECT DIVNEY•TuNG-SCHWALBE 171- - FIRE&"WATER ri lateffigerlt Land Use LATERAL PER (NP) T One North Broadway G) ri White Plains,NY 10601 Z- D 1 zrt:rt:rt�1),1D D -D D m D —�D .................. CO SURVEYOR E E E E....................I I I I I. (n E--E E G) Gr) Lin 7 k Land Surveyors,P.C. T Clark Place -T- LEGAL COUNSEL M Cuddy&Feder,LLP 445 Hamilton Avenue,14th Floor White Plains,NY 10601 CATCH BASIN 6"PVC ROOF LEADER, 8"WATER MAIN 10"PVC MANIFOLD TELEPHONE CABLE CONDUITS FRONT OF HOUSE CONNECT TO NEAREST STORM DRAIN,TYP. ELECTRIC PRIMARY GAS MAIN 8"SANITARY SEWER MAIN 15"STORM SEWER TYPICAL UTILITY LAYOUT 0 5 10 20 7= SCALE: 1''=10' NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE T PROPERTY OF DIVNEY TUNG SCHWALBE,LET.THIS DRAWING WA 5 CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY TUNG SCHWALBE,LLP WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW (Z)Copyright Di—Py Tung S,hw,dbe,LLP 2015 All rights reserved. REVISIONS NO. DATE ISSUE 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS 3 1/22/16 ISSUED FOR PRICING 3/25/16 UTILITY REVISIONS 8/2/16 UTILITY REVISIONS 3/1/17 ROAD A.CLUBHOUSE,AND BUILDING REVISIONS 4/4/17 ISSUED FOR BUILDING PERMIT 4 8/31/17 SITE PLAN AMENDMENT APPLICATION DRAWING TITLE: TYPICAL UNIT PLAN DRAWN BY2 CHECKED BYE M S MjS/BZ um GG Of NE PROJECT NO. TE— ro OARTI 0 788 tlg/�17/15 -1 DRAWING NO. fr X 1p 0844r.9 SP-3.1 SS10- L I PLOTTED BY=DIVNEY TUNG SCHWA-BE,LLP GOODSTEIN,MAX 8/31/2017 10�55:14 AM L:\788 SUN HOMES-RYE BROOK\788 SP-4.0 LANDSCAPE PLAN PLT.DWG "KJ SHADE TREES(CAL..3"CAL.) 180 GE, R AURRUM/RED MAPLE ACER SACCHARUM/SUGAR MAPLE QUERCUS PALUSTRI S/PIN OAK TILIA CORDATA'GREENSPIRE/GREENSPIRE LITTLELEAF LINDEN / RYE BROOK ZELKOVA SERRATA/SA4VLEAF ZELKOVA EVERGREEN TREES(s'-8'HGT.,8'-10'HGT) 470 THE CONDITION AND HEALTH OF EXISTING K I N G F I E L D ILEX OP CAIAMRIS LEYLANDII/LEYLANDI CYPRESS TREES IN THE WOODLAND BUFFER SHALL BE 'I--" /\- PICEAABIESINERICAN HOLLY EVALUATED FOR LONG TERM SURVIVABILITY PICEA ABIEs/NORw,sv SPRUCE AND SAFETY BY A CERTIFIED ARBORIST; / PICEA OMORIKA/SERBIAN SPRUCE PICEA PUNGENS GLAUCA/COLORADO BLUE SPRUCE HEALTHY EXISTING TREES IN THE BUFFER RESTORATION AREAS WILL BE IDENTIFIED AND RETAINED. SEED MIX WHERE TREES ARE REMOVED FROM THE NEW YORK k(1 ORNAMENTAL TREES(r-B FGT.) 180 I BUFFER AREAS,ADDITIONAL TREES SHALL BE / J �/ FKC}G/y AMELANCHIER I R VE LIA/SE MULTI-TRUNK \ c BETULA wGRA/RIVER BIRCH MULTI-TRUNK PLANTED TO ELIMINATE GAPS CREATED IN THE '� / 1100 KING STREET CERCIS CANADENSISI EASTERN REDBUD I \ EXISTING VEGETATION RESULTING FROM THE COTINUS OBOVATUS/AMEN CAN SMOKE TREE REMOVAL OF DEAD,DYING OR DISEASED TREES. RYE BROOK,NY '•N ORNAMENTAL STREETTREES(8'-WLOT., 70 CERCI S CANADENSIS/EASTERN REDBUD FM CORNUS FLORIDAI EASTERN DOGWOOD CORNUSKOUSA/KOUSA DOGWOOD SVRINGA RETICULATA'IVORY SILK/IVORY SILK LILAC ODECIDUOUS SHRU BS(18"-24") 2,150 1 _ KALMIA LATIFOLIA/MOUNTAIN LAUREL LEUCOTHOESPP./LEUCOTHOESPECIES TT 2 �.' VACCINIUM CORYMBOSUM I HIGHBUSH BLUEBERRY / r.T.'_:'� :)?' 54 S3 I �� 1 •..,:.•-•, PROPERTY OWNER ODECIDUOUS SHRUBS(24"-36") 440 / — i. .� 57 56 56 SCR ye Brook Partners,LLC AZALEA SPP./AZALEA SPECIES i COTONEASTER SPP./COTONEASTER SPECIES /� c/o Sun Homes FORSYTHIA VIRIDISSIMA I GREENSTEM FORSYTHIA j\&Y'/) HYDRANGEASPP./HYDRANGEA SPECIES // •^.ss^ 59 68 3 Memorial Ave ILEX VERTI CULATA/WINTERBERRY a,' 60 I /�"_•�' Pawling,NY 12564 s1 EVERGREEN SHRUBS(18"-24") 1,865 •'' 2 BUXUS SEMPERVI RENS/AMERICAN BOXWOOD N APPLICANT ILEXCRENATA HOOGENDORN'I HOOGENDORN JAPANESE HOLLY //--�� P ILEX X MESERVEAE'BLUE PRINCE'TM/BLUE PRINCE HOLLY I li'Y ILEXXMESERVEAE'BLUEPRINCESS'TM/BLUE PRINCESS HOLLY �� SC Rye Brook Partners,LLC J UNIPERUS HORIZONTALIS/CREEPING JUNIPER I s4 63 I I q _�- I ,•; c/o Sun Homes 3 Memorial Ave EVERGREEN sHRues Iz4°-ae°, 400 - HYDRANGEA SPP/HYDRANGEASPECIEs I 12 Pawling,NY 12564 I LEX GLABRA/I NKB ERRY HOLLY PI ERIS FLORI BUNDA/MOUNTAIN PI EMS POTENTILLA FRUTICOSA/BUSH CINQUEFOIL sPIUEAALeA/MEADoWSWEET _ P10 PLANNER,CIVIL ENGINEER,LANDSCAPE VIBURNUM DENTATUI.I/VIBURNUM / I HpNEY,U1 LE LAB— • EVERGREEN SCREEN ARCHITECT oEVERGREEN SCREEN HEDGE(T-8 HGT.) 890 — PLANTING THUJAOCCIDENTALIS/AMERICAN ARBORVITAE / -- 50 DiVNEY-TE NG- H�1{A BE YLVL[ CI Y1[(1L P ,::)D IrMl[gent Land Use ORNAMENTAL GRASSES&PERENNIALS 4,250 `:.q.4a DESCHESCHAMPSI PILANT IN LILY TUFTED HAIR GRASS / I I 31 DIVne Tun SChWalbe,LLP PA ICU O/PLANTAIN LILY — 101� y 9 PANICUM VIRGATUM/SWITCH GRASS I!;r+ One North Broadway ''I White Plains,NY 10601 PENNISETUMAL HAME /DWARFFOUNTAIN GRASS I 61 SCHIZACHYRIUM SCOPARIIUMILITTLE BLUESTEM GRASS 79 I 1,1--_ "I 30 ' P:914.428.0010 P 10 STORMWATER MANAGEMENT AREAS 16,282 SF F:914.428.0017 r' I~.''I NORTHEAST WETLAND HUMMOCK SEED MIX T I N TIER I x..! 1 49 SURVEYOR /CONSULTING OR APPROVED EQUAL.SEED MIX TO INCLUDE GREEN IIIV Y 1m a:`Y I SURVEYOR BULRUSH,SOFT RUSH,FOX SEDGE,RICE CUT GRASS.BEARDED 60 j III 191IIII b "'1 1\,1. SEDGE.FRINGED SEDGE,SHALLOW SEDGE,AND HOP SEDGE. II *-• 29 ~::,; I • Link Land Surveyors,P.C. A28 21 Clark Place I I k''.i 4a o l 0 Mahopac,NY 10541 81 m 46 27 LEGAL COUNSEL .;. m Cuddy&Feder,LLP 82 ;� 4 4;v • 2611 445 Hamilton Avenue,14th Floor 45 olm 1:,:; White Plains,NY 10601 • 1 ^IZ ' I MEADOW SEED — m MIX25 83 � 43Q— ° AID (T 1\I I 1.`;•:' 24 ION I / INTERN 10 —DRIVE(EXT ) — — — - 1 40 rt l --------- I III / -'� P10 II'�I�I •..�, :e: ;� — I I ''-1 • 1 �pj Fes.:.;: P o ' .� �. 1 i I � I I � .ly \ \ .•q // � r''''�• ""''"'�/ TREE UPLIGHTS / \`.'.�/ (TWO AT EACH TREE TYP.) 38 \\ \ 12 / \P10 90 POOL CLUBHOUSE '' MEADOW SEED �'.'� \MIX \ Il l \ 1 \ \.•i�µ4:�:�. 37 \ 94 EVERGREEN SCREEN \ 1 \ \ 93 95 \� 96 1.•:\ 35 \ /7 3 \ 97 RESTORATION ' // / / ' ♦ ^, 34 \ '\ SEED MIX 100 99 STORMWATER 103 / MANAGEMENT \ AREA SEED MIX SCALES 1" 40' 14 (, NOTE-ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE 105 ♦ (aV{Y) :: 10 y \".\ OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE TH PROPERTY OF DIVNEY TUNG SCHWALBE,LLP.THIS DRAWING WA 5 / / / / P12 �^ �*:j'_:+•? A \m2 CREATED.AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH.THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY 109 ;,= 1:� ! 15 I� WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY `�?:?'?::?;:•°l. �I'x. I TUNG SCHWALBE,LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR 1 /SHALL\ AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED 15 \ I OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS \ SHOWN BY THESE DRAWINGS. I I / SEE SHEET L-02.WETLAND MITIGATION PLAN ss \ LEGAL NOTICE:IT IS A VIOLATION of ARTICLE I45 OF THE NEW PER PLAN PREPARED BY MPFP,LLC,MAY 25, 10� \ ` 10 \ YORK STATE EDUCATION LAW FOR ANY PERSON To ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN.SECTION 1 2007 AND AS APPROVED BY THE VILLAGE OF s6 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW. RYE BROOK \ 1 Ri ;`. 66 �': ©Copyright Divney Tung Schwalbe LLP 2015 I 1 I I \\ 106 FR q F< \ •• All rights reserved. I I \ ♦ 0 OO)A\ � \ \\\ P1 V::.. 108 r \ REVISIONS N0. DATE ISSUE 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS 110 /`:a'2.'•;`'?:Z.a•'q•.'\ a.,\ 3 1/22/16 ISSUED FOR PRICING !(..:y: • \ \ \ f:,^q.5-_•^0.6-_• 74 4 8/31/17 SITE PLAN AMENDMENT APPLICATION / 4'a^rC'.'?�^:t:'Y.'B+Y:v.T?�p:t.C:?�4:t.Y'.''�4:s..'Y'.'a:Y,v\:'+.•� t` EDVVYYy 2 tz DRAWING TITLE: THE CONDITION AND HEALTH OF EXISTING \ I \\ \\ LANDSCAPE PLAN- _ TREES IN THE WOODLAND BUFFER SHALL BE EVALUATED FOR LONG TERM SURVIVABILITY ` \ \ AND SAFETY EXISTING CERTIFIED E BUFFER OVERALL HEALTHY EXISTING TREES IN THE BUFFER AREAS WILL BE IDENTI FIED AND RETAINED. \ WHERE TREES ARE REMOVED FROM THE \\ \ \\ BUFFER AREAS,ADDITIONAL TREES SHALL BE \ ` \ PLANTED TO ELIMINATE GAPS CREATED IN THE EXISTING VEGETATION RESULTING FROM THE // I \ DRAWN BY: CHECKED BY: HIT \ REMOVAL OF DEAD,DYING OR DISEASED TREES. \ ` \•r.NDzi , SBK ISMS pEW v, fq PROJECT NO. DATE1 TG`��� 788 09/17/15 DRAWING NO. �1 __ _ Z141 SP-4. PLOTTED BY=DIVNEY TUNG SCHWA-BE,LLP GOODSTEIN,MAX 9/31/2017 10�55:38 AM L:\788 SUN HOMES-RYE BROOK\788 SP-4.1 LANDSCAPE PLAN TYPUNIT-CLUBHOUSE PLT.DWG RYE BROOK K I N G F I E L D NEW YORK 1100 KING STREET RYE BROOK,NY PROPERTY OWNER SC Rye Brook Partners,LLC c/o Sun Homes 3 Memorial Ave Pawling,NY 12564 APPLICANT SC Rye Brook Partners,LLC c/o Sun Homes 3 Memorial Ave Pawling,NY 12564 PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT DIVNEY•TuNG-SCHWALBE IrltelligerltLandUse Divney Tungwa LLP �\\II / \\\ / one North Broadway,NY1 White Plains,NY 10601 P:914.428.0010 F:914.428.0017 HEDGE(TYP.) \ ARBORVITAE - �— SURVEYOR \� _ / 15'REAR FACADE \ I\� \II/// /I/III\ EVERGREE) LAWN SETBACK MIN.15'REAR FACADE/�//gym\\\ 21 Clark Place TREE TYP. EVERGREEN III\ Link Land Surveyors,P.C. 15'REAR FACADE SHRUB(TYP.) Maho ac,NY 10541 _3\_ ORNAMENTAL SETBACK FOR m\�\ ORNAMENTAL SETBACK 1' GRASS TYP. S`\\\1\UI///� ��/j�l\ BLUESTONE TREE(TYP.) STORMWATER BASINS (TYP.) PATIO TYP. AND/OR FENCING FOR FIRE LEGAL COUNSEL ( ) DEPT.GROUND LADDER DECIDUOUS � Cuddy&Feder,LLP OPERATIONS � SHRUB(TYP.) 445 Hamilton Avenue,14th Floor White Plains,NY 10601 D o0 00 //m\" 0 �/ m'vwvniuvrocamv,,,_ wnu,wu maw 'a6W�b _m4s �A a I 3 1 \\\�I CLUBHOUSE s``d\�uii' I 27 23 A \\ 2 5u.,\u,lu au,Iv, \4IU �/1/III\\ aelnvw uvr uumb s wvU I pVu s say nunpti mmro'�,nnm /III\ p a SPA METAL POOL FENCE �A I n•unify $�//rIIII�``\ >`.`. nnn�'1'�ue 'nnin3 POOL \ VISITOR PARKING SPACE POROUS PAVERS -_ (TYP.) AV PAVER WALKWAYS AND DRIVEWAYS 3 POLE TOP MOUNTED (NON-POROUS) LIGHT(TYP.) (TYP.) � I SHADE TREE (TYP.) rl 0 5 10 20 7m= iirammo'vaTum vw �'n,Ilnc��nnmml�n%none m,nnn,nWi,� �w� I \ 'a so so ,y�` b Mnnvc�minh'�n Ilo,lo•nm�I �n nm n, ure�nll�m ml lo�m,�nl .ry•��.n•o��I��• �' v'¢a=R` � � I SCALE 1"=10' �� mnlv`nl•i�nnernoo�m�mmmvc�.,nmro � _ -- -- -- -- - -- - - -- -- -_ _ NOTE-ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE TH PROPERTY OF DIVNEY TUNG SCHINALBE,LLP.THIS DRAWING IN CREATED.AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH.THE SPECIFIED PROJECT INDICATED HEREON AND SHALL . A I I I I I I I INOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY TUNG SCHWALBE,LLP. WRITTEN DIMENSIONS ON THIS DRAINING SHALL HAVE El 4 PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED LLJ OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE:IT IS A VIOLATION OF ARTICLE 145 OF THE NEW —— YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN.SECTION 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW. ©Copyright Divney Tung SO—lbe,LLP 2015 All rights reserved. REVISIONS NO. DATE ISSUE 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS 3 1/22/16 ISSUED FOR PRICING 4 8/31/17 SITE PLAN AMENDMENT APPLICATION DRAWING TITLE: LANDSCAPE PLAN— TYPICAL UNIT/ CLUBHOUSE DRAWN BY2 CHECKED BY: �j.NDSCA SBK JEB/AVT PROJECT NO. DATE: ��Pr0 TGyp�w 788 09/17/15 DRAWING NO. ,I n o_ �! 841 + ` SPA.1 9rf OF NEW v0? PLOTTED BY=DIVNEY TUNG SCHWA-BE,LLP GOODSTEIN,MAX 8/31/2017 10�55:59 AM L:\788 SUN HOMES-RYE BROOK\788 SP-5.0 EROSION SEDIMENT CONTROL PLT.DWG SEDIMENT CONTRIBUTION MIN.VOLUME I I I I I I l ///) / I�� / ///J/J /jV J -- - -- -330 TRAP AREA(AC) (CF) � I 1 0.8 2,880 RYE BROOK I \ I I I III I I l II / / I \\ /j//// �__--_ / /� �� - 2 1.0 3,600 I I / I I I /// I I /SILT FENCE.\YP.�■ /// /i\\ l // 4 4.7 4,680 ..,..�..•..�����'�'�II , \° K I N G F I E L D 6,920 5 2.3 18,80 1 1 I I I I / / / I, IT I I I�/// �s s/ I I// '�`�-�-�\-.�, / I I 6 1.1 3,960 NEW YORK H,32. 7 2.1 7,560 3 MIN/,/ 1100 KING STREET \\ ` 8 2.6 9,360 I I I RYE BROOK,NY 9 2.3 81280 I � l / I / �J��f � � \ \\ � �.�\ I II �� //� I 7M ——Z sa w 5\3 \ I PROPERTY OWNER 1 \I \ / ♦ — — — I I // 7 w 56 ss\\ 1 ■ n J SC Rye Brook Partners,LLC 1 I \ / __ e e•/ I `ST CK ILE, / \ // • — \ \ \ / I ss $ I • N I` c/o Sun Homes I I I I / \ / / / / / / \ I I \ \ ��/ — \ ♦ ��. 0 0 Memorial Pawling,NY 12564 I APPLICANT 63 I I / / / / I / i \ SC Rye Brook Partners,LLC c/o Sun Homes 3 Memorial Ave MIN Pawling,NY 12564 \ � \ \ I I \ / \ I PLANNER,CIVIL ENGINEER,LANDSCAPE EYSU q E'} \ e.I I ARCHITECT 1 � DIVNEY-TUNG-SCHWALBE Intelligent Land Use / Divney Tung Schwalbe,LLP IF One North Broadway I 89.82 \ \\ \ I WhitePlains,NY 10601 I I I / 79 51 \ \I I P:914.428.0010 49 \ / 321.0 F:914.428.0017 I I — I / I ■ / / / // / I I I 1 \ II 11 0\\\ � M1 N —— I \ I / ■ / I I / / \o —_330— SURVEYOR \ II 1 29 1 \ \\ Link Land Surveyors,P.C. 28 h \ 21 Clark Place 48 IP '1\ � � � Mahopac,NY 10541 as z7 _ —_ LEGAL COUNSEL rb 0 I �\ III ■ // // II \ ' �� \" \�/ \ Cuddy&Feder,LLP I / / ) 4DT I O az II II x \P 11i " \ \ —� 445 Hamilton Avenue,14th Floor I I I \ / ■ /Ba/ _BIE / \ \ White Plains,NY 10601 I I / I ■ I l' \ e III II �\D — ._ \1 11 —_� _— \ 3C'0- _ I�I I � I ■ \ II II _.m 'P 111 \ 0 25 /�� s��-'�_ �� — 44 CONSTRUCTION s— — — INTERN IONAL DRIVF`( ) EXT ION �, Pt EIVTR4NCE DM TEMPORA 1 III \ I \ /�/ /I — 1a 3 :i':r. SE T9 I 1 I �� •.,:'•r T 11 1 � - � // �/��./ � ��''y�•�`•'� \ —° — I 42 — I � =- / I I II I II I/I I I I I I I 87 I I I \ , II �' F 41 //�/ / // \ I / � I 305.48 M\ FFFF[M \ \ / ' / 91 \I \ \ \\ \I\\\\ +02.3- TEM YSWALE,TYP. I 302.48 1 _- ' \ \ \\\\\ \III II II I I\\I I I I \ \\\\ 93 95 6 v // 11 I I IIV III A _ TC29.7 \ /97 _ /�� vv 34 OTC 0 20 40 80 SCALE: 1''=40' NOTE_ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF DIVNEY TUNG SCHWALEE,LLP_THIS DRAINING W.A CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED ND ANY PERSON OR ENTITY t WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY �2 \ \\ \\ \\ I / V� \ TUNG EN DIA BE,MENSIONS LLP. / l / / \ \ \ \ \ \ ✓ I \\ \ j 72 `\ \\m \ \ \ \\ I / WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE \ II / / /_J// / \\\\ \\\\\ \ \\ �_///J//I \ \ / \ < 1 —_ \`` �z ■ STOC P YP. \ \ \\ \ ( I I I I I I I I PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN \ rIANY W AY EXCEPT AS PROVIDE D IN SECTION 7209(2),ARTCLE145,NEW YORK STATE EDUCATION LAW. ©Copy'ighDivney Tung Schwalbe,LLP 2015 All rightsteserved.-106 \\ \ \ \I� REVISIONS ISSUE 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS 110 / / �\ °\° 7E \ 3 1/22/16 ISSUED FOR PRICING \\ \\\ \ \\ \ \ \ \ -`_1--- -_ 74 \ I\ 4 8/31/17 SITE PLAN AMENDMENT APPLICATION BASH TYP. \ // / \°\ 1 / I I I "I \\\\ I\\\\ \ ���FN\��� •\Op\,3 71 / /(/ -8 \ \ ` I I I I 0 BW2 INLET P� TEMPOR4 S .TYP. SILTF' Y -was_■ ■ \ \ �\ / /j/ / l N DRAWING TITLE: \\/!' \ \ \� // ��— —'<� _—_— � \ � _`� FFF FF■■-F■FF■Fri■f■FitE \ � \�_— � / � / \ \ (� \ \`\ - - ��-_ /�'___ I _\ _'" ..,,■,, .�� \\�� // 9/ / �` / I EROSION AND SEDIMENT CONTROL PLAN CHECKED BY: GMS DATE 788 09/17/15 5.0 � DRAWING N0. m� — ESSI PLOTTED BY:DIVNEY TUNG SCHWAI_BE,LLP GOODSTEIN,MAX 8/31/2017 10:58:05 AM L:\788 SUN HOMES-RYE BROOK\788 Si EROSION SEDIMENT CONTROL DETAILS PLT.DWG ws' _ �,�,,� 36"MIN.LENGTH f- -I--if CONSTRUCTION SPECIFICATIONS FENCE POSTS z Z 1. WOVEN WIRE FENCE TO BE DRIVEN MIN.16" -10 MAX.C.TO C.��, O .7 STAP s PER so YD �, RYE BROOK FASTENED SECURELY TO INTO GROUND 1-`O 4:iLE5LOPE5 V FENCE POSTS WITH WIRE WOVEN IA/IRE FENCE O �^ TIES OR STAPLES.POSTS :. W STABILIZE ENTIRE PILE MIN.14;GAUGE W/ WITH VEGETATION . 2 SLOPE OR LESS SHALL BE STEEL EITHER"T" ( _ OR COVER W ° r• OR"U"TYPE OR HARDWOOD. MAX.6"MESH SPACING) K I N G F I E L D Y v 2.FILTER CLOTH TO BE TO BE �J FASTENED SECURELY TO Y + W WOVEN WIRE FENCE WITH TIES SPACEDEVERY24"AT _ _ NEW YORK J' W W W `K 1.2 STAPLES PER SO YD S� 3:1 SLOPES TOP AND MID SECTION. � KING • ., �. FENCE SHALL BE WOVEN 1100 KIl V C STREET v ry W v Y v Y Y Y Y dX4 WIRE,U M GAUGE,6" 36"MIN.FENCE POST Z 2 x RYE BROOK,NY „ • Y ` MAXIMUM MESH OPENING. WOVEN WIRE FENCE PROSPECTIVE VIEW g 1 x W Y Y 3.WHEN TWO SECTIONS OF °' UNUSED s bYr w.YVYw.rr wvrvvwr✓W+'^' MIN.14q GAUGE WI FILTER CLOTH ADJOIN EACH ( - - OTHER THEY SHALL BE OVER- MAX.6"MESH SPACING) LAPPED BY SIX INCHES AND WI FILTER CLOTH x x - FOLDED.FILTER CLOTH y 1. 7APLes PER sQ YD - - -- - STRAW BALES SHALL BE EITHER FILTER X, _ G 752:1 SLOPES OR SILT FENCE MIRAFI 100X,STABILINKA z DIAGRAM OA DIAGRAM 0 DIAGRAM© DIAGRAM OD T140N,OR APPROVED EQUIVALENT. COMPACTED SOIL = ON`�TA��TP®N GU�®ED�NEo� 4.PREFABRICATED UNITS FL�� 1.Prepare the soil aurfaos Including raking,seeding,and fantidiang. SHALL BE GEOFAB, EMBED FILTER CLOTH UNDISTURBED A MIN.OF 6"IN.GROUND GROUND 2.Begin the Installation process by digging stench fr deep by 8"wile at the top of the slope.Place 12"of blanket over the up-slope portion of tre tench. ENVI ROFENCE,OR z Secare the bleNet st tits bottom of tits tench With staples placed 12"apart.Baddlll and compact the 6rancll.Apply seed and fold the remaining 12'of blanks! APPROVED EQUIVALENT. g PROPERTY OWNER 5.MAINTENANCE SHALL BE = clear sotl,secure wtih crow o/stapbs placed l2" across a an scram PERFORMED AS NEEDED AND 3.Rail the blanket wrdwlq.down the slope.Seeum using the appropriate staple paltem,shown hereon specified by elopes. NOTE: MATERIAL REMOVED WHEN 4 4.Parallel blanlmfs must be rnsrlapped by a minimum 4"and secured wkh a row of staples placed appmldmessly W47'spert(See Diagram B) SC Rye Brook Partners,LLC 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY "BULGES"DEVELOP IN THE C/o SUri Homes AND STABLE. SECTION VIEW 6.Additional wrtical blanketscan be Joined using a minimum 4"overlapping In the direction of water flow.Conned the blenlsls by using staples apprmdmatey, 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. SILT FENCE. 12"apart acroas the width of the blanket(See Diagram OF 3 Memorial Ave 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL B.For mal0mum perf a ormnce a shack slot should be placed at 2S-40'Inenads.AON deep by W Wdis t e.tench is mad Ths blankest le p M aced at the bottom of e Pawling,NY 12564 BE SURROUNDED WITH EITHER SILT FENCING OR STRAW 9rorreh and wverod with opprordmatey 2"ofsoll.The blanket Is rolled ewrcnnpaced aril and secured wIth staples paced 4"spar!Asecond row should be BALES,THEN STABILIZED AS NOTED. placed 4"below In a staggered pattern.Baddlll and camped the trench.Apply dead and continue with general inuislletion.(Bee Diagrams D$t7 4.TEMPORARILY STABILIZE AS NOTED IN SPECIFICATIONS. 7.The and of blanket must be asc uad In a W x e"tench with s raw of staples placed at 12"InInI(See Diagram F) APPLICANT SC Rye Brook Partners,LLC SOIL STOCKPILING SILT FENCE ROLLED EROSION CONTROL MAT c/o Sun Homes SCALE:N.T.S. 1 SCALE:N.T.S. 2 UNUSED SCALE:N.T.S. 4 3 Memorial Ave Pawling,NY 12564 INSTALLATION NOTES: PLANNER,CIVIL ENGINEER,LANDSCAPE 1.ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE SPACING VARIES ARCHITECT GRADE TO AN OUTLET. DEPENDING F x D= ON CHANNEL SLOPE- 2DIVNEY TE NG HWALBE F Y L V L Cif Vtl I I Y 1[ .DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED (X) A �_w 4 � 1. CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONETIME. TO SEDIMENT TRAPPING DEVICE. #D;M 1 OR FLATTER CUTOFF$R WIDE CH SAME ELEVATION O`�"U Ifltefllgerlt Land C15C 2. BUFFER AREAS OF VEGETATION SHOULD LEFT WHERE PRACTICAL. 3.DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET EXISTING 6"DEEP �SLOp H 3. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. E �25'MIN.WIDTCT ' °° Divney Tung Schwalbe,LLP DIRECTLY INTO AN UNDISTURBED STABILIZED AREA AT NON-EROSIVE GROUND TOE START One North Broadway VELOCITY. .LEVEL PROFILE a H(Ft) NOT TO SCALE A 3 in.CLEAN STONE 1 O�. AT EXIST.�,° White Plains,NY 10601 A.NON-DRIVING AREAS 4.ALL TREES,BRUSH,STUMPS,OBSTRUCTIONS AND OTHER z SWALE A SWALE B X= PAVEMENT V.SLOPE(FTIFT) P:914.428.0017 OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF 2 1' 1' COMPACTED F:914.428.0017 THESE AREAS USE PRODUCTS AND MATERIALS APPLIED OR PLACED ON SOIL SURFACES TO PREVENT AIRBORNE MIGRATION OF SOIL SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE � SUBGRADE PARTICLES. SWALE. SECTION 4' 6' � SECTION CONSTRUCTION SPECIFICATIONS - FILTER FABRIC 75'MIN.LENGTH A.A. VEGETATIVE COVER FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC.VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE B m SURVEYOR 5.THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE,GRADE LINES,GRADES AND LOCATIONS SHOWN IN THE PLAN. PLAN DUST CONTROL. AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS A.B. MULCH(INCLUDING GRAVEL MULCH)OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST.THIS CAN ALSO INCLUDE ROLLED SPECIFIED HEREIN AND BE FREE OF BANK PROJECTIONS OR OTHER OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME FILTER 1.5" Link Land Surveyors,P.C. EROSION CONTROL BLANKETS. IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. ELEVATION OF THE TOE OF THE UPSTREAM DAM. FABRIC MIN. 21 Clark Place B.DRIVING AREAS 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH NOTES: Mahopac,NY 10541 6.FILLS SHALL BE COMPACTED BE EARTH MOVING EQUIPMENT. FLOW FLOW BANKS TO PREVENT CUTTING AROUND THE DAM. NCUTOFF TRENCH 7.ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DESIGN BOTTOM 1. STONE SIZE-USE MIN.3"STONE. THESE AREAS UTILIZE WATER AND BARRIERS TO PREVENT DUST MOVEMENT FROM THE TRAFFIC SURFACES INTO THE AIR. SHALL BE PLACED SO AS NOT TO INTERFERE WITH THE FUNCTIONING DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS B 2. LENGTH-AS REQUIRED,BUT NOT LESS THAN 75 FEET. LEGAL COUNSEL OF THE SWALE. APPROPRIATE. SECTION A-A 3. THICKNESS-12' B.A. SPRINKLING:THE SITE MAY BE SPRAYED WITH WATER UNTIL THE SURFACE IS WET.THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT NOT TO SCALE 4. WIDTH-25 FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH OF DRIVE AT POINTS WHERE INGRESS Cuddy&Feder,LLP ACCESS ROUTES. 8.INSPECTION AND MAINTENANCE MUST BE PROVIDED AFTER EACH ~ ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR EGRESS OCCUR. B.S. BARRIERS:WOVEN GEOTEXTILESCAN BE PLACED ON THE DRIVING SURFACE TO EFFECTIVELY REDUCE DUST THROW AND PARTICLE RAIN EVENT. OR BLOCKAGE FROM DISPLACED STONE.MAXIMUM DRAINAGE 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 445 Hamilton Avenue,14th Floor MIGRATION ON HAUL ROADS.STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS FOR EFFECTIVE DUST CONTROL. B.C. WINDBREAK:A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENT AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. 0.5%OR GREATER,DEPENDENT ON TOPOGRAPHY AREA 2 ACRES. 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD COMPACTION ENTRANCES White Plains,NY 10601 PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. 9.STABILIZATION SHALL BE AS PER THE CHART BELOW: 1 2 21 g G, SHALL BE PIP PLAN OUTLET AS REQUIRED ED ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 FLOW CHANNEL STABILIZATION x F SLOPES WILL BE PERMITTED. SEE ITEM 8 BELOW z 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING MAINTENANCE:MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. TYPE OF CHANNEL A(5 AC.OR LESS) B(5 AC.-10 AC.) "v U OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING TREAMENT GRADE WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT. 1 0-3.0% SEED AND STRAW MULCH SEED AND STRAW MULCH 1l_ 1 B. WASHING-PRIOR TO LEAVING THE SITE,VEHICLES'WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT. 2 3.1-5.0% SEED AND STRAW MULCH SEED AND JUTE MESH 1.°18">I' WASHING WATER SHALL BE DIRECTED TO A SEDIMENT TRAP. LINED-RIPRAP 2" 3 5.1-8.0% SEED AND JUTE MESH LINED-FARRAR 4-8" LINED-RIPRAP 2") SECTION NOT TO SCALE 4 8.1-20% LINED-RIPRAP 4-8" ENGINEERED DESIGN DUST CONTROL NOTES TEMPORARY DIVERSION SWALE STONE SWALE STABILIZED CONSTRUCTION ENTRANCE $ SCALE:N.T.S. 5 SCALE:N.T.S. 6 SCALE:N.T.S. SCALE:N.T.S. -, CONSTRUCTION SPECIFICATIONS 2:1 SLOPE OR FLA;TER -,-,��2:1 SLOPE OR FLATTER DUMP STRAP �/ 1.AREA UNDER EMBANKMENT SHALL BE CLEARED,GRUBBED AND STRIPPED OF ANY LOVEGETATION AND ROOT MAT.THE POOL AREA SHALL BE CLEARED. 1 REPAR FOR 'O F� /�y V/y f 2.THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OFROOTSOROTHER BAG REMOVAL STABILIZATION AS REQUIRED.ON �„ / /� ''� OR OTTHER OBJECTWOO Y OI ONABLE MATERIAL.N AS WELL AS RHIE EMBANNKMENTTZED STONES,OSHALBEGCOMPACTEDANIC IBY FROM INLET STEEP SLOPES EXCAVATE TO yy'V ' TRAVERSINGWITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. SEDIMENTCONTBOG DUMP STRAP GRADE LIN / PROVIDE REQUIRED FLOW EARTH EMBANKMENT / 3.VOLUME OF SEDIMENT STORAGE SHALL BE 3600 CUBIC FEET PER ACRE OF NOTE: "SILTSACK"OR EQUAL WIDTH AT FLOW DEPTH. DIKE A DIKE B W IV / �r EXCAVATE IF NECESSARY FOR CONTRIBUTORY DRAINAGE. 1. THE CONTRACTOR IS RESPONSIBLE FOR (5 AC.OR LESS)(5-10AC.) 4.SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS OUTLET PROTECTION / STORAGE PROVIDING THE CORRECT SIZE DEVICE FOR EACH r A-DIKE HEIGHT 18" 36" OR CONNECT PIPE TO / j/ WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. INLET. D. CUT OR FILL SLOPE B-DIKE WIDTH 24" 36" DRAINAGE STRUCTURE // REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A 2.FOR NON-STANDARD CATCH BASINS AND INLETS, o CROSS SECTION / - MANNER THAT IT WILL NOT ERODE. THE CONTRACTOR SHALL MEASURE DIMENSIONS C-FLOW WIDTH 48" 60" �/ i IN THE FIELD AND ORDER THE APPROPRIATE NOT To SCALE D-FLOW DEPTH 8" 15" 5.THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SIZES. y IVW 6.CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION 3. THE INLET SEDIMENT CONTROL DEVICE SHALL BE POSITIVE DRAINAGE-GRADE SUFFICIENT TO DRAIN AND WATER POLLUTION ARE MINIMIZED. OF HIGH FLOW DESIGN AS PER THE 4.0'MI N. MANUFACTURER'S SPECS. 7.THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 4.THE SEDIMENT CONTROL DEVICE SHALL BE ALL SLOPES 2:1 OR 7 F Z INSPECTED DAILY 6V THE CONTRACTOR AND 8.ALL FILL SLOPES SHALL BE 2:1 OR FLATTER:CUT SLOPES 1:1 OR FLATTER. FLATTER 2 PERFORATED RISER MAINTAINED A MINIMUM ONCE PER MONTH OR 9.ALL PIPE CONNECTIONS SHALL BE WATERTIGHT. WITHIN THE 48 HOURS FOLLOWING A STORM CUT OR FILL SLOPE OUTLET PROTECTION X - EVENT.FILTER SHALL BE CLEANED IN A MANNER OR CONNECT PIPE TO ¢ 1/4"TO 1/2"HARWARE 1D.THE TOP 2/3 OF THE RISER SHALL BE PERFORATED WITH ONE(1)INCH DIAMETER WHICH ENSURES THAT ALL SEDIMENT REMAINS HOLES OR SLITS SPACED SIX(6)INCHES VERTICALLY AND HORIZONTALLY AND PLACED EXISTING DRAINAGE b CLOTH WITH FILTER IN THE CONCAVE PORTION PIPE.NO HOLES WILL BE ALLOWED WITHIN SIX(6) ON SITE. INLET SEDIMENT CONTROL DEVICE-SILT SACK STRUCTURE FABRIC SECURELY INCHES OF THE HORIZONTALL BARREL. 5. SUBSTITUTION OF A SHEET OF FILTER FABRIC CONSTRUCTION SPECIFICATIONS FASTENED' 11.THE RISER SHALL BE WRAPPED WITH 1/4 TO 112 INCH HARDWARE CLOTH WIRE THEN PLACED OVER THE OPENING OF THE INLET IS NOT N WRAPPED WITH FILTER CLOTH(HAVING AN EQUIVALENT SIEVE SIZE OF 40-80).THE APPROVED. W p I FILTER CLOTH SHALL EXTEND SIX(6)INCHES ABOVE THE HIGHEST HOLE AND SIX(6) 6. RECESSED CURB INLET CATCH BASINS MUST BE F a 1.ALL DIKES SHALL BE COMPACTED BY EARTH-MOVING EQUIPMENT. \/ RISER EMBEDDED 12"INTO CONCRETE INCHES BELOW THE LOWEST HOLE.WHERE ENDS OF THE FILTER CLOTH COME BLOCKED WHEN USING FILTER FABRIC INLET a a 2 EACH /\ WELD ALL TOGETHER,THEY SHALL BE OVER-LAPPED,FOLDED AND STAPLED TO PREVENT BYPASS. SACKS,SIZE OF FILTER INLET SACK TO BE Wp 0 DUMP STRAPS 2.ALL DIKES SHALL HAVE POSITIVE DRAINAGE TO AN OUTLET. W DETERMINED BY MANUFACTURER. O a ACCEPTABLE WATER AROUND 12.STRAPS OR CONNECTING BANDS SHALL BE USED TO HOLD THE FILTER CLOTH AND WIRE Q O EXPANSION RESTRAINT 3.TOP WIDTH MAY BE WIDER AND SIDE SLOPES BE FLATTER IF DESIRED TO 10.0'TIGHT JOINTS W=DIAMETER OF FABRIC IN PLACE.THEY SHALL BE PLACED AT THE TOP AND BOTTOM OF THE CLOTH. 7. THE FILTER SHALL BE REPLACED OR CLEANED GO ("NYLON ROPE, FACILITATE CROSSING BY CONSTRUCTION TRAFFIC. RISER+24" 13.FILL MATERIAL AROUND THE PIPE SPILLWAY SHALL BE HAND COMPACTED IN FOUR(4) WHEN THE BAG BECOMES HALF FULL. 2"FLAT WASHERS) INCH LAYERS.A MINIMUM OF TWO(2)FEET OF HAND COMPACTED BACKFILL SHALL BE 4.FIELD LOCATION SHOULD BE ADJUSTED AS NEEDED TO UTILIZE A EMBANKMENT SECTION THRU RISER PLACED OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION STABILIZED SAFE OUTLET. EQUIPMENT. SIZES OF PIPE NEEDED: 14.THE RISER SHALL BE ANCHORED WITH EITHERA CONCRETE BASE OR STEEL PLATE 5.EARTH DIKES SHALL HAVE AN OUTLET THAT FUNCTIONS WITH A MINIMUM OF BASE TO PREVENT FLOTATION.FOR CONCRETE BASED THE DEPTH SHALL BE TWELVE , EROSION.RUNOFF SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE SUCH AS BARREL DIAMETER: 24 (12 INCHES WITH THE RISER EMBEDDED NINE(9)INCHES.A 1/4 INCH MINIMUM A SEDIMENT TRAP SEDIMENT BASIN WHERE EITHER THE DIKE CHANNEL OR THE THICKNESS STEEL PLATE SHALL BE ATTACHED TO THE RISER BY A CONTINUOUS WELD INSTALLATION DETAIL BAG DETAIL DRAINAGE AREA ABOVE THE DIKE ARE NOT ADEQUATELY STABILIZED. RISER DIAMETER: 18" DESIGN VOLUME IS CU.FT. AROUND THE BOTTOM To FORM A WATERTIGHT CONNECTION AND THEN PLACE TWO (2)FEET OF STONE,GRAVEL,OR TAMPED EARTH ON THE PLATE. EARTH DIKE PIPE OUTLET SEDIMENT TRAP PIPE OUTLET SEDIMENT TRAP SPECIFICATIONS SILT SACK INLET PROTECTION SCALE:N.T.S. 9 SCALE:N.T.S. 10 SCALE:N.T.S. 11 SCALE:N.T.S. 12 i--�- CONCRETE BLOCK TEMPORARY WIRE DEWATERING DEWATERING ^ C�� SEDIMENT POOL _ _ SCREEN ✓.R,..r� see iI- VMIN. 7 -°ram \m 8eo`°°e.,a`SSo�_ 2:1 SLOPE . �- - GRAVEL FILTER - T-TFFTI1U1 - a e =IIII= =IIII- DROP INLET STONE&BLOCK PLAN VIEW IIII= .^..`.2 WITH GATE SEDIMENT STONE&BLOCK DETAIL NOTE-ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE TEMPORARY OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE ESTSEDIMENT POOL PROPERTY OF DIVNEY TUNG SCHWALBE,LLP.THIS DRAWING W A 5 WIRE MESH CREATED.AND DEVELOPED FOR USE ON,AND IN CONNECTION 1'MIN. 2:1 SLOPE 3:1 SLOPE WITH.THE SPECIFIED PROJECT INDICATED HEREON AND SHALL �� �� (OPTIONAL) �� NOT BE USED BY DISCLOSED ANY PERSON OR ENTITY 2'MAX. -7T o- TAT' °:.a WHATSOEVER SCHWALBE,T LLP. THE WRITTEN PERMISSION OF DIVNEY FINE GRAVEL FACE III TUNG (1'MIN.THICKNESS) =11I I- =IIII-III WRITTEN DIMENSIONS ON THIS DRAT\%ING SHALL HAVE 3"STONE IIII-_ PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND "DOUGHNUT"DETAIL CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. CONSTRUCTION SPECIFICATIONS: LEGAL NOTICE:IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN.SECTION FOUNDATION SHALL BE 2INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW. BE PLACED AGAINST THE INLET FOR SUPPORT. 2. HARDWARE CLOTH OR,"WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO O AllPrigghts reservedTung Schwalbe,LLP 2015 SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL z-q INCH SIZE PLACED 2INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. REVISIONS INLET PROTECTION NO. DATE ISSUE 13 SCALE:N.T.S. 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS 3 1/22/16 ISSUED FOR PRICING 4 8/31/17 SITE PLAN AMENDMENT APPLICATION DRAWING TITLE: EROSION AND SEDIMENT CONTROL DETAILS DRAWN BY: CHECKED BY: GG Of N�'k, MJS/BZ ISMS PROJECT NO. DATE: 788 09/17/15 DRAWING NO. fr r_W Di In w 0844 � SP-5.1 �FESSIONP�' PLOTTED BY=DIVNEY TUNG SCHWALBE,LLP GOODSTEIN,MAX 8/31/2017 10:56:22 AM L:\788 SUN HOMES-RYE BROOK\788 SP-6.0 SITE SECTIONS PLT.DWG PROPERTY LINE RYE BROOK 340 I K I N G F I E L D I I NEW YORK 330 ® ® 1100 KING STREET r� I EX.OFFICE RYE BROOK,NY - PARKING AREA 320 320 —— ——— —————— Olt _ I ---- 310 ri .,�. —————— — — 309 310 PROPERTY OWNER SC Rye Brook Partners,LLC vy Ajr c/o Sun Homes 302 3 Memorial Ave PROPOSED GRADE 300 EXISTING GRADE I Pawling,NY 12564 300 296 VEGETATED SWALE APPLICANT SC Rye Brook Partners,LLC c/o Sun Homes SECTION A-A' 3 Memorial Ave Pawling,NY 12564 PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT DIVNEY•TuNG-SCHWALBE IrYWIigent Land Use Divney Tung Schwalbe,LLP One North Broadway White Plains,NY 10601 P:914.428.0010 F:914.428.0017 320 — _ -- -_- Link Land Surveyors,P.C. 21 Clark Place Mahopac,NY 10541 310 EXISTING GRADE / LEGAL COUNSEL �Y Cuddy&Feder,LLP PROPOSED GRADE ` 445 Hamilton Avenue,14th Floor t 3+ White Plains,NY 10601 300 1 '/ - 297 A& —————— 292 290 ----- VEGETATED SWALE SECTION B-B' -- PROPERTY LINE 320 310 EX.OFFICE PARKING AREA k . EX.LAWN AREA 'ao © 302 I :. ——z—-- — 300 300 PROPOSED GRADE I 291 — 290 EXISTING GRADE 280 ------ — ——— —— ————————————— ——— 276 ————————— SECTION C-C' iy 0 5 10 20 - �\ SCALES 1"=10' NOTE-ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE / F\ OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE TH PROPERTY OF DIVNEY TUNG SCHWALBE,LLD.THIS DRAWING WA 5 CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH.THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY / I TUNG SCHWALBE,LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS `\ I\ I I I �i \ ✓ SHOWN BY THESE DRAWINGS. I 1 aF a LEGAL NOTICE:IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 'rI I I 1 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209(2),ARTICLE 145,NEW YORK STATE EDUCATION LAW. I �i- I SE CTION A-A 1 �—— —— — h An rights reserved. I ©Cop Divney Tun Scwalbe,LLP 2015 \ oREVISIONS I \ IIII I I I II• \ - / I I NO. DATE ISSUE L \\I II I 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS 3 /16 ISSUED FOR PRICING 8/3 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 1 DRAWING TITLE SITE SECTIONS \\\\ S \\\ _ _ ` // ` G DRAWN BY: CHECKED a of NEI JEB ISMS PROJECT NO. DATE �Pa�"ARTIN G sygq� 78a 09/17/15 DRAWING NO. LU 084469 SP-6 �FESSIONP\• PLOTTED BYt DIVNEY TUNG SCHWA-BE,LLP GOODSTEIN,MAX 8/31/2017 10�5&30 AM L:\788 SUN HOMES RYE BROOK\788 SP-6.1 ROAD PROFILES PLT.DWG 320 0 320 310 310 RYE BROOK K I N G F I E L D C, 200o/ J,1 325 NEW YORK 300 300 1100 KING STREET QC +o RYE BROOK,NY U.1 290 2.(20 290 mo, DO K +-Rm 280 280 PROPERTY OWNER 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 SC Rye Brook Partners,LLC c/o Sun Homes 3 Memorial Ave INTERNATIONAL DRIVE EXTENSION Pawling,NY 12564 APPLICANT SC Rye Brook Partners,LLC c/o Sun Homes 340 3 Memorial Ave O Pawling,NY 12564 00 + PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT 330 F q,40.0 00 DiVNEY-TuNG- HWALBE ? lryWf[gent Land Use rOj IDivrey Tung Schwalbe,LLP + + One North Broadway M 0 M 320 White Plains,NY 10601 P 914.428.0010 F 914.428.0017 40.0 MN MN 01 SURVEYOR 310 Link Land Surveyors,P.C. 5,6 21 Clark Place Mahopac,NY 10541 LU UL! LEGAL COUNSEL 300 5.00 +04 445 Hamilton Avenue,14th Floor EMERGENCY ACCESS ROAD I ROAD E White Plains,NY 10601 290 1.00% 160.00 ai cd 3 6 280 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 -�- 8+00 ROAD E 340 330 320 z 0 uT U? .............................2.08% U.1 310rn ---------- 208% 300 0+00 1+00 2+00 3+00 4+tll, 5+00 ROAD A 310 200% C� 20)% 01 300 MN +- 120.00 Cq 1.68% ;t M 160.00 z 0 < 290 LU U-1 NOTE-ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED r, 0 0 R REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE Tfl E PROPERTY OF DIVNEY TUNG SCHWALBE,LET.THIS DRAWING WAS LL 280 'L CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY 0+00 1+00 2+00 3+00 4+00 5+00 6+00 WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY TUNG SCHINALBE,ELF. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE ROAD B. PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW 310 (Z)Copyright Di,rey Tung SO—lbe,LLP 2015 All rights reserved. Mo 200% 200-1 1C 300 a~0 120.00 0 ------ x REVISIONS ONO. DATE ISSUE < 1 11/23/15 SITE PLAN APPLICATION > 290 UL! U-1 2 12/23/15 REVISED PER VILLAGE COMMENTS 3 1/22/16 ISSUED FOR PRICING 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 280 0+00 1+00 2+00 3+00 4+00 5+00 ROAD C eo el QD 300 2.001/6 —— 2,00%O DRAWING TITLE: M M C? mM 120.00 Q QD + ro 290 m o p C—7 2 0%T 6i.�00 cq� ROAD PROFILES 1 Oi(q cicq o3 C) + + O 280 DRAWN BY: CHECKED BY�M S U.1 MJS/BZ Of NE PROJECT NO.16 PRTIAI R 7. 72 788 09/17/15 1 1 DRAWING NO. .,I -i- -- UL! 270 .2 Jr 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 ROAD D 1 SCALE: 0844 SP-6.1 "=50'h 1"=I 0,V FESSI OM I L I PLOTTED BYt DIVNEY TUNG SCHWALBE,LLP GOODSTEIN,MAx 8/31/2017 10�5&37 AM L:\788 SUN HOMES RYE BROOK\788 SP-6.2 WATER PROFILES PLTOWG 320 320 Z Ly Y OF 02!C-.1 1 Co---< RYE BROOK DO LU LU 310 EXISTING X xIY'RAIJ. 8x8 TEE 8x8 TEE 310 K I N G F I E L D ROAD A WATER MAIN 8x8 TEE ROAD /--ROAD C WATER MAIN 8x8 TEES PROPOSED EAD D WATER MAIN FINISHED NEW YORK 300 GRADE 300 1100 KING STREET 0 CONN1 CT TO EXISI NG WATER MAIN RYE BROOK,NY W/WEI TAP,SLEEVE&VALVE ALTERNATE-CONNECT TO EXISTING 7 E 8X6 CAP A14D TEE TO HYDRA TEIT HYRDRANT LU 290 1 8„ � 290 b2 W,— T" OVER A, 8X6 TEE 4'M/N.COVE�'MAIN TO HYDRANT STORM M SANITARy SEWERS PROPERTY OWNER 8X6 TEE 280 TO HYDRANT 280 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 SC Rye Brook Partners,LLC c/o Sun Homes 3 Memorial Ave WATER MAIN-INTERNATIONAL DRIVE EXTENSION Pawling,NY 12564 APPLICANT SC Rye Brook Partners,LLC c/o Sun Homes 340 3 Memorial Ave Pawling,NY 12564 PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT 330 DIVNEY-TuNG-SCHWALBE IrMl[gent Land Use Divney Tung Schwalbe,LLP One North Broadway 320 P:0STING White Plains,NY 10601 8x8 TEE GRADE P 914.428.0010 ROAD A WATER MAIN F 914.428.0017 CON ICT TO EXISING WATER MAI SURVEYOR W W/ T 310 T TAP,SLEEVE&VALVE Q Link Land Surveyors,P.C. 8x8 TEK 21 Clark Place llk�R 0 :__IVC ROAD C V MAIN Mahopac,NY 10541 8X6 TEE > PROPOSED LU TO HYDRANT PC FINISHED 8,, 41, - LEGAL COUNSEL LiIA12C��U-1 I C�jtlr�,��R�A,,'_ GRADE 20"�"XSM-CIV2 A/I, 300 Q SAIVI"r"9 f- Cddy&Feder,LLP 101Rohl 445 Hamilton Avenue,14th Floor "Vc�s u White Plains,NY 10601 YS'E� 290 ROAD D WATER MAIN 8X6 TEE 280 TO HYDRANT 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 - 8+00 WATER MAIN-ROAD E 340 330 320 8x8 TEE ROAD E WATER MAIN EXISTING GRADE 8x8 TEE A >LU INTERNATIONAL PROPSED M FINISOHED DRIAINVE WATER GRADE 310 G 7 8"DIP CL .52 WATER MAIN 18"MIN 4'MIN.COVER I .SEPARATION FROM S1 ORM&SANITAR 300 YSEWERS 1+00 2+00 CONNECT TO EXISTING 0+00 3+00 4+� 5+00 16"WATER MAIN. RE OOVE CAP REDUCE TO 8" NEW 8"GATE VALVE WATER MAIN-ROAD A 310 8x8 TEE INTERNATIONAL DRIVE WATER MAIN PROPOSED FINISHED GRADE 8x8 TEE: 300 r-ROAD 1)WATER MAIN ----------- z O Dip CL 52 WATER MAIN < =: 290 '), > ��N COVER LU 1 is" MIN SEPARAT -.1 LU 8X6 7 EE J STORM&SANITARY SEWERS EXISTING TO HYDRANT GRADE NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE T PROPERTY OF DIVNEY TUNG SCHWALBE,LET.THIS DRAWING WA 5 280 - CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY TUNG SCHWALBE,ELF. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE WATER MAIN-ROAD B PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW 310 8x8 TEE PROPOSED ROAD E WATER MAIN 8X6 TEE FINISHED (Z)Copyright Di,rey Tung SO—lbe,LLP 2015 TO HYDRANT FI NISHED 8x8 TEE All rights reserved. INTERNATIONAL DRIVE WATER MAIN 300 "DIP L.52 WATER REVISIONS 1� COV, 181, COVER MAIN z 8XISTEE MIN SEPARATION FROMNO. DATE ISSUE 0 TO HYDRANT STORM,�SANITARY SEWERS 1 11/23/15 SITE PLAN APPLICATION 1-- < WERS > 290 LU -.1 LU EXISTING 2 12/23/15 REVISED PER VILLAGE COMMENTS GRADE 3 1/22/16 ISSUED FOR PRICING 280 3/25/16 UTILITY REVISIONS 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 0+00 1+00 2+00 3+00 4+00 5+00 WATER MAIN-ROAD C 300 8 2 81 TEES PROPOSED ROAD A WATER MAIN DRAWING TITLE: ROAD E WATER MAIN INTERNATIONAL ONAL FINISHED RIVE WATER MAIN GRADE 290 T� ------ WATER PROFILES BX6 TEE TC HYDRANT 52 WATE AIN 8X6 TE E GRADE z EXISTING TO HYDRA, 0 r1N �C'OVER, TO HYDRA T 280 . R� > STORM&SkqKF SEWERS LU DRAWN BY: CHECKED BY: LUGG IN mis ISMS Off NE PROJECT NO. DATE: 788 09/17/15 270 DRAWING NO. fr 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 SCALE: M 9-1 WATER MAIN-ROAD D I 50'h 08446 SP-0.4 SS PLOTTED ErYt DIVNEY TUNG SCHWALBE,LLP GOODSTEIN,MAX 8/31/2017 10�5&49 AM L:\788 SUN HOMES RYE BROOK\788 SP-6.3 SANITARY SEWER PROFILES PLT.DWG Profile View of Alignment-International Drive Sanitary Sewer Profile View of Alignment-Sewer Connection to Existing RYE BROOK --310.00 300.0 300.00 310.00- SN1H S-8 SNIH S-7 1 DROP) SMH S-6 SNIH S-5 K I N G F I E L D RINI 303.00 RIM 303.65 RIM 300.50 INV 0-T 289.20 3"INV IN 29 RIM.298.40 SMH S-3 6.e INV IN 29'71 8' INV IN:2 6.97 8" IM OUT 2,18 70 3" INV IN'.-8�1179�81" F�N,;,,2,,27�11U RIM.293.50 N, T INV�N:2 0.16 8" NEW YORK NV OUT:2 NV N28 1(i8" INV OJT280.068" 8 H S-4 300.00-- --300.00 290.00- -290.00 1100 KING STREET RIM 2-0.50 SMH S 2 0 "IN.SE-�K,T INV IN 282.09 8" RIM 279.010 RYE BROOK,NY REILACE IN212,30 M�IN 27.308" EXISTING SMH N IN281.898" SMH 4-IA- 0 INV OtT 273.9G 9' �1 I-ITO111 NV OUT:281.&I 8" RIM 211741 501F 8"PVC INV OUT 282.75 290.00- @ 1 20%-94LF 8"PVC E 00 280.00--:: A C: 59LF 8"P�lc 1.00. V ATER CROSS-�C, 290. SMH S-1 280.00 o III-1 I.IEIIIVEIO-� > RIK12. 1 SRVER INV I N.267.108' ip I I 245LP8"PVC @ 147LF 8"PVC @ 0m56% Uj NV OUT 267.00 8' > 280.00- i Q) PROPERTY OWNER 71 --280.00 270.00�- -270.00 di V I JYDR A\F-LATF` SC Rye Brook Partners,LLC \ c/o Sun Homes 7 I I 6-OLF pVc PVC 3 Memorial Ave ,5.2 Pawling,NY 12564 270.0 270.00 260.00- 260.00 _O+000 0+0 100 1+00.00 2+00.00 3+0b.00 4+0b.00 5+0b.00 6+01.00 6+5.00 T- vM APPLICANT SC Rye Brook Partners,LLC Station -- r. c/o Sun Homes 11�ITIN.1,�1� 3 Memorial Ave 250.00- 1 --250.00 -0,0.00 o-ob.00 1-06.00 2-0b.o0 3-00.00 4-0b.00 5-0).00 6-0b.00 Pawling,NY 12564 Station PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT Pr le View of Alignment-Road A Sanitary Sewer DIVNEY-TUNG-SCHWALBE Profile View of Alignment-Road E Sanitary Sewer IrYWI[gertt Land Use 320.00- i i i i i 320.00 Divrey Tung Schwalbe,LLP One North Broadway White Plains,NY 10601 SMH S-7-3 SMH 37-7.-821 SMH S0-51.2-1 310.0 310.00 P 914.428.0010 RIM.3 , RIM 35 INV OUT 06.90 91 NVIN302.378" rINVIN:300.508" F:914.428.0017 -- NV OUT.302.27 8" NV OUT 300.40 8" SMH S-3-4 310.00- --310.00 RI AI:301.60 13"STC R. our:zs6.6oa• SURVEYOR p Irl C: Link Land Surveyors,P.C. Pv a(9?2.38% C: 300.00- S IH S-3-3 -300.00 N 21 Clark Place ;09LF ar'pVC @ 1.s 0 - RIN1:291.50 IN� 5. Mahopac,NY 10541 2115.2211:: SN'H RIM 2 NV CUT"�i 2�4 ?1L NV'N SMH S-3-3A I B 12 BRIM..20 300.00-- Ire 300.00 Cu INV OUT 285.45 3" > LEGAL COUNSEL > ___ _ a) SMH 4S-7(DRO 290.00- 290.00 Cuddy&Feder,LLP Rlkl:303,65__,-1 -- 445 Hamilton Avenue,14th Floor INV IN 296618" Uj 75% -- IWOUT288.708' -- 5OLF&'PVC @ 0 White Plains,NY 10601 290.00- -290.00 280.0 280.00 0+0.00 .0.00 1+0).00 2+0 3-EA.00 280,00 280.00 Station _0+10.00 0+0t.00 13.00 23.00 3+06.00 4+0L00 Station Profile View of Alignment-Road B Sanitary Sewer 310.00- i i i i i i i i i I I i 310.00 SMH Sfi-1 SMH S-6 I SMH S-6-2 SMI-1 S-6-3 RIM 300.25 RINI 301.75 IN IN.287.71 8" SMH S-6-4 RINI 298.50 INN IN:289.25 8" V IN IN290..2 8" INV IN628'�9 8" NV OUT 289.15 NV IN 2-89 F' rRIM:2911,14 V T.2�Ell 8" INV OUT 2887.61 8" INV OL.T:293.74 8' INV OUT 290.72 8" 1 300.00-- -71 Z 300.00 *ULF 8"PVC @ 1.15 > 76LF 8"PVC @ 1.00% 69LF8"PVC 0.75% 290.00--- STORM :164LF 8"4PVc 1 290.00 8"WVEFRCtoss� 280,0 � - 280.00 -0+jo.00 0+0t.00 110! +0000 4+00.00 5+06.00 6+00.00 Station 330.00- X Profile View of Alignment-Road C Sanitary Sewer i 330.00 320.00- -320.00 310.00-- 310.00 C: SMH IH 'N,ST RA 11298 45 5 T MI-1 S- SMH 3-5-2 0 RIM 30 INV RIM.302.90 IN IN NV OUT 29133 6' INVIN:298.45 V IN:295.42 8" SMH 5-5-1 S 1�'Stpa.,Vc INVOUT 2-8.35 8' RINI 300.85 111 LSIN2198.40 INV N 286.97 8" 4.76, �-�NV IN 294 33 >ST.Rn^ NV OUT 294 2 INV N 287.1 6 a: 300.00- ---------------- 288LF 8"PVC I.CO, INV OUT 286.87 8: a) -300.00 98L 1.00% I-11N,EE R4TION W WATER CROSSING:12, 1 ,1"MIN.111A'1�- NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATEI 290.00- 290.00 OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE T11 PROPERTY OF DIVNEY TUNG SCHWALBE,LET.THIS DRAWING WA 5 CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY TUNG SCHWALBE,ELF. 280.00- 80-00 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE -0+50.00 0+00.00 1+100 2+00.00 3+0b.00 4+00.00 5+00.00 6+1 PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR00 7+0).00 7+5.00 SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Station SHOWN BY THESE DRAWINGS. LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Profile View of Alignment-Road D Sanitary Sewer 7209(2),ARTICLE 145,NEW YORK STATE EDUCATION LAW ©Copyright Di,rey Tung SO-lbe,LLP 2015 All rights reserved. 300.00- qn0.00 SMH S-3 -2 SMH 5-3-3 SMH S�4 SNIH S-4' SMH 5-4-3 RIM 291.50 RIM 293.53 RIM 90.50 RINI 291.50 RIM 293.40 N%IN 2a5.04 8" IN IN2W.168" INV IN 282.09 T INV IN 28.75 8"8" INV OUT:288 55 8" V 6 NVIN2.168" INVIN:282.308" SMH S-4-1 NV OUT 286.65 -2 SMH S-3:4 ------ OUT INVO NV IN 285.22 8" S-11 _TZ�UI-280.MT INV IN 281.89 8" RIM 288.30 RINI 996.75 NVOILE72I34.94 11 -7) -RINI:296.44 NV.UT.2E1.808r NVIN 283.55 8" 11NV�111&82. INV IN 281.79 8" REVISIONS 290.00-- NO. DATE ISSUE V STOR. INV OJT 281.69 8" 2.03% -290.00 `tl1-149 LF K'P\!o WATER ATER CROSSING 8, 111 P,� 1 11/23/15 SITE PLAN APPLICATION 284LF 8"PVC @D 0.79% WVIN SEP11R11T1 131 LIF 8"P'VG(19 1 W% J52LF 2 12/23/15 REVISED PER VILLAGE COMMENTS 148LF 8"PVC @ 1.00% 1591 F 8"P > 280.00- ---------- 280.00 3 1/22/16 ISSUED FOR PRICING 4 8/31/17 SITE PLAN AMENDMENT APPLICATION W O 270.00- -270.00 -0+5.00 0+0 1.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00-00 6+0.00 7+00.00 8+00-00 9+00-00 10+00.00 11+00.00 Station DRAWING TITLE: SANITARY SEWER PROFILES DRAWN BY, I CHECKED BYE M S c Of NE - MJS/BZ -- um PROJECT NO. DATE, 0 788 g/�17/15 DRAWING NO. a: tu fi w SCALE: I 50'h 084469 SP-6.3 1"=10'v SSI PLOTTED ErYt DIVNEY TUNG SCHWA-BE,LLP GOODSTEIN,MAX 8/31/2017 10�5&59 AM L:\788 SUN HOMES RYE BROOK\788 SP-6.4 STORM SEWER PROFILES PLT.DWG Profile View of Alignment-(Network-STRM(1))-(1) RYE BROOK 320.00- 320.00 K I N G F I E L D NEW YORK Fx _Z3 RI I. T JU� 6. 310.00-- 310.00 1100 KING STREET RYE BROOK,NY 300.00 -300.00 Der G-5 RIM:299.76-INV IN 274.98 60" 290.00- IN IN295.6216' -DMH C-3 290.00 PROPERTY OWNER L,T:274.97 60 NVO:::" C: RIM 2�11,711 0 SC Rye Brook Partners,LLC INV IN 277.80 DMH C-2 -8015" V.H. -I.- c/o Sun Homes RI M 287.20 INN IN 27.78 60" INV 15" 3 Memorial Ave 'VIN 2�'M 1, I NVI 0,_ \ > Pawling,NY 12564 NV I N:270.54 60 NV OUT 272.78 60" INVIN:2828415' I",OUT .'U D 270.54 60" 280.00- 7 V OUT 2 --280.00 196LF Sn'RCP @ i.00%- 21--,LF 60"RCP APPLICANT 21 3LF 60"RCP g 1.00% SC Rye Brook Partners,LLC c/o Sun Homes 3 Memorial Ave 270.00- 'off -270.00 Pawling,NY 12564 PLANNER,CIVIL ENGINEER,LANDSCAPE ARCHITECT 260.00- 260,00 DIVNEY-TuNG-SCHWALBE IrYWI[gent Land Use Divrey Tung Schwalbe,LLP One North Broadway White Plains,NY 10601 250.00 -250.00 P 914.428.0010 -0+o.00 0+0).00 1+0).00 2+0).00 3+0).00 4+0).00 5+0).00 6+0).00 7+0).00 8+0).00 9+0).00 F:914.428.0017 Station SURVEYOR Link Land Surveyors,P.C. 21 Clark Place Profile View of Alignment-Road D Storm Mahopac,NY 10541 CB A-7 C13 A LEGAL COUNSEL 300.00- CE3 A-6 RIM.294.60 .296.00 Cuddy&Feder,LLP -CB A-4 FTINV IN 2 2.75 15"--300.00 RIM 28B.2O CB A- RIM 293.40 INV OUT 290.99 151, INV OUT 292.75 15" 445 Hamilton Avenue,14th Floor CB A-5 RI M 2591A _�N IN.284.72 15" RIM:288.9 IN IN�290.115 CB A-4-1 B T"90.1515" CB A-4-213 INV IN 2.�2 INV N2 NV White Plains,NY 10601 RIM 290.50 If%2,2 INVOU 25 15' C: 2 INV IN 2114, INVOU I8L25 16' 56LF16'H 1EM1.39% -- RIM 290 85 INI IN 2_7�2 1 V,�O 7 IN '1,1V Nt,2-" 1-1 "v"' ,, 'T 2 0 INV.T,.22 15" "DpE 2, B N 287 5 1 5 INV _,1, --T'H' R' 4., INV 1� :287.2515" CUI281r5�NVIN NV CILIT 2 1 62LF 16" 1 ,S NV OUT 287.25 15" CB A-9 3 88LF HDPE 1 5 1 ELF IS'HDP�C� RIM 296.80 290.00-- 33L I HE)PE D" --290.00 ,,,5"HDVF g 2.0", INV OUT:293.5515" I'll,I'll 110PE l,/,131 F > 81 ��I S./�, Q) 39LF 15"FDPE Uj 280.0 1 --- 280.00 _0_,000 0+0 + + 00 00 .00 1+0L00 2+06.00 3-10L00 4+0).00 5+0).00 6+0).00 6+5t Station Profile View of STORM FROM RECKSON(S) 310.00- 310.00 300.00= 300.00 C: DMH C-6 0 DN C-&12 RI M 305.71-- ip j I RIM D DOO;f INV:277.00 290.00-- INV:280.6 DMH C-6-11 290.00 M 1I M 291 00 > I NV 277.9' Uj 280.00-- 61LF36"HE)PFCj..Jj0%---280.00 270. 270.00 --�0.00 0+0b.00 I I 0+ 13.00 23.00 3+0L00 4+00.00 Station 320 EXL"NO U.S. REMAIN RIM 31&8 INV.3023 REMOVE EXISTING DMH RIM 3177.9 INV.292.0 310 EXISTING GRADE REMOVE EMSTING HEADWAILL INV.255.1 300 EXISTING DMH R EyjrnN�G RIM 27&1 4WEDUSTING p INV.28&9n 290 REMOVE EXISTING DMH INV.255.8out NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATEI RIM 2812 OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE Tfl 7 0 INV.2N.5 PROPERTY OF DIVNEY TUNG SCHWALBE,LET.THIS DRAWING WA 5 z CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY LU WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY 280 TUNG SCHINALBE,ELF. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE REMOVE EXISTING WRITTENOVER SCALED MEASUREMENTS.CONTRACTOR 4r CMP SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 270 SHOWN BY THESE DRAWINGS. LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW ©Copyright Di,rey Tung SO-lbe,LLP 2015 260 All rights reserved. REMOVE EXISTING 48'OMP REMOVE EXISTING or GNP 250 REVISIONS NO. DATE ISSUE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 EXISTING STORM SEWER"C" 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS 310 EXISTING DMH 3 1/22/16 ISSUED FOR PRICING TO REMAIN RIM 3M.4 3/25/16 UTILITY REVISIONS INV.282.OouL 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 300 D I RIM 3 REMCA FE EXISTING DMH RIM 28&8 INV.278.1 290 EMOTING GRADE REMOVE ousnmaDMH RIM 271.8 1W.200.9 DRAWING TITLE: 280- z 0 EXISTING 3,S EXL"NO REMOVE PROFILES HEADWAILL STORM SEWER Ed REMOVE BUSTING25565 CMP Ed 270 1 REMOVE EM38TPICMPNG 3r DRAWN BY: CHECKED BY: 260 of NE MJS/BZ ISMS PROJECT NO. DATE: REMOVE EYJ6nNG OARTI 0 788 09/17/15 3Ir CMP DRAWING NO. fr LU 6, 250 1 1 1 1 1 1 1 1 U, 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 50'h SCALE: Ip- 0844 SP-6.4 EXISTING STORM SEWER"A" 1"=10'vFESSIOMP PLOTTED BYt DIVNEY TUNG SCHI LLP GOODSTEIN,MAX 8/31/2017 10:57:05 AM L:\788 SUN HOMES-RYE BROOK\788 SP-7.1 T3 SITE DETAILS PLT.DWG 1/4"X 1/2"SCORED JOINT WITH TOOLED EDGES EVERY 5 LINEAR Al FEET FOR 5'WIDE WALKWAYS OR EVERY 6 LINEAR FEET FOR 6' WIDE WALKWAYS OR AS SHOWN ON PLANS 4000 PSI CLASS A CONCRETE WITH COMPACTED ASPHALTIC CONCRETE LIGHT BROOM FINISH. TOP COURSE,NYSDOT ITEM NO.403.16 EXTEND ASPHALT BASE RYE BROOK COURSE INTO EXISTING 6"X6W2.0XW2.0 WELDEDWIRE COMPACTED ASPHALTIC CONCRETE PAVEMENT MESH(2"MIN.COVER) BINDER COURSE,NYSDOT ITEM N0.403.12 NEW PAVEMENT OVERLAY 12'TYP. 8'PARRAl_LEL/18'PULL-INPARKIQ SAWCUT BEDDING COURSE(SEE DETAIL X PITCH AS SHOWN 1 Z'TYP.CROWN 2%CROWN 2%SLOPE TOWARD ROADWAY- K I N G F I E L D RE REQUIRED ON CDFX.X) JOINT DETAIL ON PLANS COMPACTED SUBGRADE JOINT SEALANT 1/2 7 NEW YORK jr F7 7 12 0 1100 KING STREET 0 12 00 9AOM RYE BROOK,NY COBBLESTONE CURB ASPHALT PAVEMENT ROAD 2"J INT PERMEABLE PAVEMENT 0 C T PERMEABLE 11.1'IEL BAR IIIIIIIII-IIIIIIIII-III III 1/2"EXPANSIONO PAVEMENT EXISTING NEW PAVEMENT JOINT II IPAVEMENT OR COBBLESTONE CURB III III III III III III III-IIISTRUCTURE BASE COURSE I q1_ ITEM NO.304.14 C? SUB-BASE COURSE NOTE PROPERTY OWNER S CUT INTO EXISTING PAVEMENT APPLIES NOTE UNDERDRAIN WHERE CONDITIONS OF NYSDOT ITEM NO.304.13 TAWAVEMENT REPLACEMENT AT TRENCHES SC Rye Brook Partners,LLC EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 20'O.C.FOR 5' GROUND WATER ARE OBSERVED AND/OR COMPACTED SUBGRADE WIDE WALKWAYS AND 24'O.C.FOR 6'WIDE WALKWAYS PROVIDE 112" DRAINAGE COURSE c/o Sun Homes EXPANSION JOINT WITH SEALANT BETWEEN CONCRETE WALKWAYS AND WHERE DIRECTED BY THE ENGINEER.TO 3W CRUSHED STONE 3 Memorial Ave CONCRETE CURBS AND STRUCTURES BE CONNECTED TO THE STORM DRAIN UNDERDRAIN MERE SHOWN ON PLANS WRAPPED IN FABRIC SYSTEM OR CONDITIONS OF GROUND WATER ARE 4"PEKE.PVC 5' Pawling,NY 12$64 OBSERVED AND OR WHERE DIRECTED BY MIN.9 CATCH THE ENGINEER TO BE CONNECTED TO BASIN THE STORM DRAIN SYSTEM. APPLICANT SC Rye Brook Partners,LLC CONCRETE PAVEMENT ASPHALT PAVEMENT ROADS TYPICAL ROAD SECTION 3 SAWCUT PAVEMENT KEY-IN 4 c/o Sun Homes SCALE N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. 3 Memorial Ave Pawling,NY 12564 PROVIDE 17"EXPANSION PLANNER,CIVIL ENGINEER,LANDSCAPE JOINTWITH JOINT SEALANT ARCHITECT WHERE LOCATED EDGE OF PAVEMENT ADJACENT TO UNIT PAVERS AND OTHER HARDSCAPE DiVNEY-TuNG-SCHWALBE MAT ASPHALT EDGE kA" Irttell[gent Land Use MATERIALS ALUMINUM RESTRAINT ASPHALTIC CONCRETE TOP FINISHED GRADE COMPACT GRADE COURSE,NYSDOT ITEM 403.16 CURB Divney Tung Schwalbe,LLP ASPHALT ROADWAY/ ADJACENT TO RESTRAINT One North Broadway FINISHED GRADE ASPHALTIC CONCRETE BASE, White Plains,NY 10601 FILL IN ALL VOIDS UNDER NYSDOT ITEM 403.14 CONCRETE PAVERS MIN.3 J IN.(80MM)THICK RESTRAINT FOR PROPER FOR VEHICULAR TRAFFIC TiO SUPPORT LLLLWJ'l CT RA ORI;& PINE HALL BRICK STORM MAOR APPRgED P 914.428.0010 0 TYP.ix SPACERS,NO.8,89,OR 9 AGGREGATE IN OPENINGS F:914.428.0017 >0 BEDDINGCOURSE1 IN.T021N.(40TOSOMM THICK 4"X 3"X 3-1/8"THICK SURVEYOR n kr j 1) (TYP.NO.8 AGGREGATE) CONCRETE PAVER -)to d 4 IN.(100 MM)THICK NO.67 STONE ° ° ° ° 1"SAND SETTING BED Link Land Surveyors,P.C. OPEN-GRADED BASE> SAND SWEPT JOINTS 21 Clark Place 213 FEET,4 IN.PERFORATED PVC Mahopac,NY 10541 Q 0 AT LOW END OF POROUS PAVERS 010 CONNECTED TO NEAREST CATCH BASIN X X 4"COMPACTED GRANULAR BASE ED SUB-BASE LEGAL COUNSEL GEOTEXTILEONTO AND SIDES OF SUBBASE NYSDOT ITEM NO.304.0 0, COMPACT. UNIDE...CURB EXTEND 6"BEYOND RESTRAINT, III I I FE-1 I El I 1=1 I 11-r MIN.12 IN.(300 MM)THICK COMPACTED SUBGRAD3E Cuddy&Feder,LLP NYSDOT ITEM 304.11 - NO.2 STONE SU BASE GRANITE CURB =-I I 1=_1 I H I 1E1 I 1E1 I M I H I IE I I 1=1 I 1=1 I I El I I- B 445 Hamilton Avenue,14th Floor GEOTEXTILE ON SUBGRADE 10"SPIRAL STEEL SPIKE, ,-13"MIN CLASS B CONCRETE NOTE 12"O.C.TYP. PER DESIGN ENGINEER White Plains,NY 10601 1. INSTALL EDGE RESTRAINT PER MANUFACTURER'S COMPACTED SATISFACTORY III-III-III-III-III-III-III-III-III-III-III-I I I COMPACTED SUBGRADE "INSTALLATION GUIDELINES" SOIL 2.8`0"SECTIONS CONNECTED WITH 4"SLIDING NOTE CONNECTOR 1. STONE CURB TO BE MATCH EXISTING CURB. 3. MAINTAIN'"GAP BETWEEN SECTIONS TO ALLOW FOR CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL PRODUCT EXPANSION PRIOR TO SETTING CURB 4.CORNERS:NOTCH BASE ONLY AND FORM A 2. STONE MINIMUM DIMENSIONS TO BE 18"h x 181 x 5"w CONTINUOUS CORNER 3. WHERE SHOWN ON PLANS,6"HIGH REVEAL 5. PERMALOC ASPHALT EDGE AS MANUFACTURED BY MOUNTABLE STONE CURB TO BE 8"WIDE PERMALOC CORP.1-800-356-9660 OR APPROVED ALUMINUM ASPHALT EDGE RESTRAINT TO BE INSTALLED NOTES: 4. SUBMIT SHOP DRAWING OF MOUNTABLE CURB FOR EQUAL AROUND PERIMETER OF THE ASPHALT WHERE THERE IS 1.NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN.CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL APPROVAL 6.COLOR MILL FINISH NO CURBING(TYPICAL FOR ALL SITE CONDITIONS) 2.NO.2 STONE MAY BE SUBSTITUTED WITH NO.3 OR NOA STONE. EMERGENCY ACCESS DRIVE PAVEMENT GRANITE CURB(RIGHT-OF-WAY AREAS ONLY) 5 (ASPHALT ALUMINUM EDGE RESTRAINT) 6 PERMEABLE PAVEMENT(PARKING SPACES AND CUL-DE-SAC) 7 CONCRETE UNIT PAVERS(DRIVEWAYS AND WALKWAYS) 8 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. CASTING AND COVER SHALL BE EQUAL TO PATTERN NO.1204 AS MANUFACTURED BY CAMPBELL FOUNDRY CO.HARRISON,N.J. TOP OF CASTING= FINISH GRADE PAVEMENT OR TOPSOIL, 2 COURSES OF BRICK SEE PLANS 2'-11" AREA OF CIRCUMFERENTIAL 0 1MANHOLE MAX.PIPE E COMPACTED GRANULAR SUBBASE STEEL 112"SQ.IN/LIN.FT. T-0"DIA DIAMETER(IN.) DIAMETER(IN.) SEE DETAILS PLASTIC COATED STEEL S.W.D. 48" 30" �IiEal STEPS 60" 42" A PIT, TOPSOIL OR REINFORCED TURF 12" T-0" 12" TE CONFORMING TO PAVEMENT _H Y S SECTION725-02 72" 48" z SEE DETAILS AS SHOWN ON PLANS SEE DETAILS NYSDOT 84" SECTION AS NEEDED PITCH AS SHOWN ON PLANS OO PRECAST CONCRETE RISER EDED 0 0- < 00 0 0 > 7) 0 0 co) nor�0 < 0 10, 0 L)no(�- 0 SEE DTL.'A" M s: SELF SEALING 0. GEOTEXTILE FABRIC ENCIRCLING M k -I I F F? 0 STONE SURROUND MIRAFI 140 IN DIA.MIN.- RUBBER IASIET PIPE O.D. E PIPE O.D. < (TWO PROJECTIONS) O.D. H 2"MIN.), 4"PERFORATED SDR-35 PVC PIPE ASTM C44360T (12"MIN.) CENTERED IN STONE;SLOPE TO FILTER FABRIC MIRAFI 160N • DRAIN (OR EQUAL) PIPE K 12".12"-DRAINAGE 8"DEEP STONE BED OR --- 1.1 PAVEMENT MATERIAL PLANTED AREA AS SPECIFIED ON PLAN 7" 1-1 0 BACKFILL TO 95%RELATIVE MATERIAL 4"TRAPROCK PRECAST CONCRETE DETAIL"A" COMPACTED DRY DENSITY AT OPTIMUM 4"PERFORATED UNDERDRAIN BASE RISER SECTION 114 M (WHERE SHOWN ON PLAN 6"BEDDING COURSE MOISTURE UNDER PAVEDAREASAND SIT REINF.RODS A UNDISTURBED SUBGRADE MATERIAL 0%UNDER LANDSCAPED AREAS(TYP.) IMPORTED BEDDING 20 SEE DETAIL 11 THIS SHEET) 8"O.C.BOTH WAYS r=11111=111 Mill M111111-- COURSE MATERIAL 2 0 6'DIA. BACKFILL WI 9OPSI FLOWABLE 0 CONCRETE N TOWN R.O.W. STORM/SEWER/WATER PI FES NOTE: NOTE 1. ALL STRUCTURES TO SUPPORT H2O LOADING WHEN PIPES ARE TO BE INSTALLED IN FILL SECTIONS,THE UNDISTURBED GROUND 2. CONTRACTOR TO SUBMIT FABRICATION SHOP CONTRACTOR SHALL INSTALL CRUSHED STONE,GRAVEL OR VIRGIN SOIL DRAWINGS FOR APPROVAL APPROVED STRUCTURAL FILL. STORMWATER PRECAST MANHOLE 9 TRENCH DETAIL(STORM SEWER WATER) 10 UNDERDRAIN 11 STONE SWALE 12 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. B-1 -YD TOP OF CASTING FINISH CASTINGS AND COVERS MANUFACTURED BY 4�2'Dl GRADE;SEE PLANS FOR CAMPBELL FOUNDRY CO.PATTERN NO.1041 B WITH 4--0" --- ELEVATION LETTERING SEWER"OR APPROVED EQUAL 2 COURSES OF BRICK 2-11 A A z z z C; AREA OF CIRCUMFERENTIALSIN ---- STEEL 12"SQ.IN/LIN.FT. 6'�� T L PLASTIC COATED STEEL STEPS CONFORMING TO ,-A NYSDOT SECTION 725-02 I NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE E I PRECAST CONCRETE RISER OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE TIT 7 - PLAN SUMP WITH GRAVEL SECTION AS NEEDED P W W FRAME AND GRATE AS CREATED OF DIVNEY TUNG SCHALBE,LLP.THIS DRAWING A 5 POCKET MANUFACTURED BY SELF SEALING AND DEVELOPED FOR USE ON,AND IN CONNECTION REINF.STEEL#4 Y OR DISCLOSED TO ANY PERSON OR ENTITY @10"BW OUTLET PIPE CAMPBELL FOUNDRY CAT. RUBBER GASKET WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NO.2814 YD 2816 DI (TWO PRO NOT BE USED B WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY > TOP OF CASTING LEVEL STNIC44360T DETAIL"A" TUNG SCHINALBE,LLP ALL AROUND 0 WITH TOP OF CURB FIELD POUR 4,000 PSI CONCRETE 6" SEE DTL."A" T-O" CONC.CURB o o WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND "DIA.MIN.-' CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED 2 COURSES MASONRY BRICK 5'-0 OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS FOR LEVELING PURPOSES SHOWN BY THESE DRAWINGS. • 21 PLASTIC COATED /.Y/ 2 COURSES OF BRICK FOR - NOTE: LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW STEEL STEP 1. ALL STRUCTURES TO SUPPORT H20 LOADING YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS INVERT CONFORMINS3 TO NYSDOT FINAL ADJUSTMENT PIPE SLOPEVPERV DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION SECTION 72 i-02 PRECAST CONCRETE 2. CONTRACTOR TO SUBMIT FABRICATION SHOP 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW z p OUTLET PIPE (TYP. 1 DRAWINGS FOR APPROVAL 4" 4" 61,COMPACTED CRUSHED PRECAST CONCRETE 7 0 • UNDISTURBED PLAN VIEW_ • STONE(BEDDING COURSE) BASE RISER SECTION (Z)C.py,ight Di,rey Tung SO-lbe,LLP 2015 SUBGRADE UNDISTURBED SUBGRADE STL.REINF.RODS; �0 6"BEDDING COURSE All rights reserved. MATERIALS MATERIALS 8"D.C.BOTH WAYS UNDISTURBED SUBGRADE MATERIAL SEE PLAN FOR APRON LIMITS NOTE: ALL STRUCTURES TO SUPPORT H2O LOADING 611SQ. SECTION 6"-,' 3'-0" • #4 BARS ROCK APRON SEE DETAIL 2. CONTRACTOR TO SUBMIT FABRICATION SHOP 8110 O. C. MORTAR PIPE FLUSH TO HEADWALL DRAWINGS FOR APPROVAL T-O"DIA. BOTHWAYS REVISIONS SECTION A-A DRAIN INLET(DI)YARD DRAIN(YD) 15 SANITARY SEWER MANHOLE NO. DATE ISSUE SCALE:N.T.S. SCALE:N.T.S. -70 1 11/23/15 SITE PLAN APPLICATION LU 2 12/23/15 REVISED PER VILLAGE COMMENTS FRAME AND GRATE PATTERN NO.2540 FOR CATCH BASIN AS MANUFACTURED 3 1/22/16 ISSUED FOR PRICING BY CAMPBELL FOUNDRY,HARRISON, YIELD POUR 4,000 PSI CONCRETE 6" E NEW JERSEYOR 4 9"ORIFII Y ALL AROUND TOP EL.298 INV.252.7 TOP EL.258.0 3/25/16 UTILITY REVISIONS SEE PLAN FOR RIM ELEVATION) 0 0 6"BEDDING COURSE 4'x4'RETICULINE GRATE 4'.4'RETICULINE GRATE 2 COURSES MASONRY BRICK 4 8/18/17 SITE PLAN AMENDMENT APPLICATION I FOR LEVELING PURPOSES OUTLET PROTECTION RIPRAP H I I I I I I I PRECAST TYPE PIPEID WEIGHT A B C D E F G PRE-CAST CONCRETE PAVEMENT CONCRETE #4 BARS (IN) (LBS) (IN) (IN) (IN) (IN) (I N) (IN) (I N) 1 12-25 3400 56 39 26 36 12 86 44 12'.O.C. BOTHWAYS 11 18-21 4880 64 48 36 39 20 96 48 111 24-27 5270 68 52 40 42 24 104 48 (3)18"ORIFICES �3)WORIFICES IV 30-36 9250 79 65 54 63 28 134 67 INV.255.3 NV.255.3 0 UTILET V 42 9500 88 71 54 63 28 143 67 F PIPE *VI 48 12780 96 78 66 81 30 170 83 EE 60 15810 122 102 66 81 30 184 83 4,-0"- DRAWING TITLE: 6"BEDDING COURSE 72 18900 142 120 66 61 30 204 83 (COMPACTED CRUSHED 2'-1" STONE BASE) ORIFICE UNDISTURBED INV,252,7 MATERIALS L -- - ft 36"RCP BE BEYOND RCP BEYOND SITE DETAILS yINV.251.5 SECTION B-B INV.251.5 BOTTOM EL.251.0 F DETAIL AND DIMENSIONS BASED UPON PRODUCTS MANUFACTURED BY ATLANTIC PRECAST,TUILLYTOWN,PA oO 0 C 6"41-'CRUSHED STONE DRAWN BY2 CHECKED BY: 0, CO NOTE qgg JEB ISMS I. CONCRETE IS DESIGNED TO OBTAIN A STRENGTH 4,000 PSI IN 28 DAYS ()f NE 2 REINFORCING STEEL HAS A YIELD STRENGTH 60,000 PSI NOTE PROJECT NO. DATE 1. ALL STRUCTURES TO SUPPORT H2O LOADING 3: SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK OARTI 0 788 09/17/15 2. CONTRACTOR TO SUBMIT FABRICATION SHOP 4. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS FOR APPROVAL DRAWINGS FOR APPROVAL 5. TYPE MARKED BY*INDICATES WALL FABRICATED IN 3 PIECES DRAWING NO. fr �w momx CATCH BASIN(CURB TYPE) PRECAST CONCRETE HEADWALL OUTLET CONTROL STRUCTURE"C" SCALE:N.T.S. SCALE:N.T.S. E14 SCALE:N.T.S. 0844 SP-7.1 P S I PLOTTED ErYt DIVNEY TUNG SCHWAUBE,LLP GOODSTEIN,MAx 8/31/2017 10�57:07 AM L:\788 SUN HOMES RYE BROOK\788 SP-7.1 T3 SITE DETAILS PLT.DWG SIGN POSTS TO BE SIGN 2.1 SOIL MATERIALS(SEE SPECIFICATIONS FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) DO NOT CUT LEADER 9 GA.WIRE TIES 24"D.C. TOP RAIL CONNECTION NO. DESCRIPTION IMAGE MUTCD SIZE PUNCH I PUNCHED FULL LENGTH PANEL A.GENERAL PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. APPROVED CAP WITH a'DIAM.HOLES, Z-BAR 212"O.C.TERMINAL POST I'�'CONTI MUCUS TOP RAIL V ON CENTER,WITH STRINGER PLASTIC B.SATISFACTORY SOILS:SOIL CLASSIFICATION GROUPS GW,GP,GM,SW,AND SP ACCORDING TO ASTM D 2487,OR COMBINATION OF THESE 9 FIRST HOLE 1"FROM TOP WASHER WASTE, 316"x1fSOUARE EDGE 101-0"D.C.MAX. G WIRE 1. STOP SIGN R1-1C 30"30" 1 GROUPS;FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION,DEBRIS,ASTE,FROZEN MATERIALS,VEGETATION,AND OTHER TER. STRETCHER BAR 14"A'O.C. SIGN DELETERIOUS MAT RYE BROOK AN'"B NDS 2"D.C.LINE POST POST C.UNSATISFACTORY SOILS SOIL CLASSIFICATION GROUPS SM,GC,SC,CIL,ML,OL,CH,MIR,OR,AND PT ACCORDING TO ASTM D 2487,OR PER BOLTED 11%.C.AMAX 9 GA.1-3/4"BLACK DIAMOND R2-1 18"x 24" STANDARD COMBINATION OF THESE GROUPS. 2. SPEED MPH POLYVINYL CHLORIDE(PVC) LIMITC.A. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME COATED GALVANIZED STEEL DESIGN MOMENT 1750 FT*LBS SHEETOF COMPACTION K I N G F I E L D MESH BEND BOLT STEEL F—W 4: OR BLUR D.SUBBASE MATERIAL:NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL,CRUSHED STONE,AND NATURAL OR PLAN I - NO PARKING L BREADS BOLT SHAPE TOP TO SHED WATER 3. ACCESSIBILITY R7_8 12"x 18" .0 GO C, I B (37.5-MM)SIEVE AND NOT MORE THAN 6 PERCENT PASSING A NO.200 00 6- SIGN PANEL CONNECTION CRUSHED NEW YORK �00 7 GA.PVC COATED (O.0 HED SAND;ASTM D 2940:WITH LEAST PERCENT PASSING 1 2 Lj 075-MM)SIEVE. GALVANIZED HIGH CARBON IN < z 7IF z STEEL COIL SPRING NO PARKING E.BASE COURSE NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL,CRUSHED STONE,AND NATURAL OR CRUSHED TENSION WIRE 4. FIRE LANE RI-11 12"X 18" SAND;NYSDOT ITEM 304.11.RECYCLED MATERIAL(BUILDING AND ROAD DEMOLITION MATERIAL AND RECYCLED MATERIAL CONSISTING OF BRICK, 3'EARTH BERM DIA.BLACK RUBBER HOSE 1100 KING STREET < A ; 2 < —FINISHED GRADE CEMENT CONCRETE,OR OTHER MATERIALS)MAY NOT BE USED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. TO FORM SAUCER < SIGN POST CENTROID OF SIGN DOUBLE STRAND, RYE BROOK,NY ASSEMBLY F. ENGINEERED FILL:NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL,CRUSHED STONE,AND NATURAL OR 3"MULCH 12 GAUGE GALVANIZED WIRE, TWISTED UNTIL TAUT, —CONCRETE FOOTING 4"ALLOW.PROTRUSION CRUSHED SAND;ASTM D 2940;WITH AT LEAST 90 PERCENT PASSING A 1-21'(37.5-MM)SIEVE AND NOT MORE THAN 12 PERCENT PASSING A No.200 PLANTING MIX CILASSWCONCRETE ABOVE GROUND SURFACE SIGN ROB (0.075-MM)SIEVE. VV/SURVEYORS FLAG 3,000 PSI(TYP.) RION LB/FT FINISH GRADE CUT AND REMOVE CONCRETE FOOTING MA R,._E,. G.BEDDING COURSE:NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL,CRUSHED STONE,AND NATURAL OR 6" MIN.BETWEEN BURLAP FROM CLASSWCONCRETE MIN COMPACTED SUBGRADE MINUTE MAN 3,000 PSI(TVA.) BREAKAWAY CRUSHED SAND;ASTM D 2940;EXCEPT WITH 100 PERCENT PASSING A 1-INCH(25-MM)SIEVE AND 0 TO 5 PERCENT PASSING A NO.8(2.36-MM)SIEVE. BALLAND BOTTOM '0 F ROOTBALL SYSTEM OF EXCAVATION H.DRAINAGE COURSE NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE,OR CRUSHED OR UNCRUSHED GRAVEL;ASTM D 448; INCREASE WIDTHS COARSE-AGGREGATE GRADING SIZE 57;WITH 100 PERCENT PASSING A 1-2-(37.5-MM)SIEVE AND 0 TO 5 PERCENT PASSING A NO.8(2.36-Mm)SIEVE. COMPACTED SUB GRADE WHEN COMPACTED NOTE OR POORLY DRAINED 1. ALL POSTS,RAILS, I. FILTER MATERIAL NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL,OR CRUSHED STONE AND NATURAL SAND;ASTM D 448; SOILS ARE PRESENT ACCESSORIES AND PROPERTY OWNER SHEAR COARSE-AGGREGATE GRADING SIZE 67;WITH 100 PERCENT PASSING A V(25-MM)SIEVE AND 0 TO 5 PERCENT PASSING A NOA�4.75-MM)SIEVE. 12"MIN. 3-2.2 HARDWOOD STAKE, D HARDWARE SHALL BE BASE POST GALVANIZED OR t _PIN J. TRAP ROCK NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D448;CORASE-AGGREGATE GRADING SIZE 1;WITH 100 PERCENT 56"LENGTH $C Rye Brook Partners,LLC ALUMINIZED. -10"DIAM. 61,DIAM.-, BASE POST PASSING A 4-INCH(100-MM)SIEVE AND 0 TO 15 PERCENT PASSING A I-`(37.5-MM)SIEVE. LOOSEN SUBSOIL AT c/o Sun Homes 2. TERMINAL POSTS SHALL F 4 LB/FT 2 BOTTOM OF EXCAVATION CONSIST OF END,CORNER, RIB-BAK 3 Memorial Ave ANGLE AND PULL POSTS. NOTE z K.SAND:ASTM C 33;FINE AGGREGATE. TO 6"MIN.DEPTH,TAMP ELEVATION g LU 2 MARION MINUTE MAN CONNECTION Pawling,NY 12564 3. FABRIC A BR I SHALL BE CHANNEL SET REFLECTIVE TRAFFIC SAFETY PANELS IN ALL PEDESTRIAN C CROSSING L. IMPERVIOUS FILL CLAYEY GRAVEL AND SAND MIXTURE CAPABLE OF COMPACTING TO A DENSE STATE. INSTALLED ON THE CR ME AND STOP SIGN POSTS PER MANUFACTURER'S INSTALLATION LU OUTSIDE. INSTRUCTIONS,REFLECTIVE YELLOW PANEL FOR PEDESTRIAN CROSSING SIGNS;REFLECTIVE RED PANEL FOR STOP SIGNS LU M.TOPSOIL:SEE SPECIFICATION. APPLICANT SC Rye Brook Partners,LLC CHAIN LINK FENCE SIGNAGE POST AND SIGNS SOIL MATERIAL 3 LARGE TREE PLANTING c/o Sun Homes SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. 3 Memorial Ave Pawling,NY 12564 PLANNER,CIVIL ENGINEER,LANDSCAPE DO NOT CUT LEADER 120* SET TREE PLUMB IN PLANTING PIT ARCHITECT RUBBER HOSES 3"EARTH BERM TO FORM SET'"OF ROOTBALL DIA.BLACK RUBBER HOSE SAUCER ONLY WHEN ABOVE FINISH GRADE UNLESS DOUBLE STRAND, 2 DiVNEY-TuNG-SCHWALBE 12 GAUGE GALVANIZED WIRE, PLAN PLANTING AN INDIVIDUAL OTHERWISE REQUIRED BY TWISTED UNTIL TAUT 120' DOUBLE STRAND, SHRUB SOIL CONDITIONS WWI[gent Land Use 120* 12 GAUGE GALVANIZED WIRE, TWISTED UNTIL TAUT, 3"MULCH Divney Tung Schwalbe,LLP W1 SURVEYOR'S FLAG One North Broadway PLANTING MIX White Plains,NY 10601 CUT AND REMOVE FINISH GRADE 2"NYLON STRAPPING BURLAP FROM P 914.428.0010 THREE-2"x2"x8'STAKES 3"EARTH BERM 7'OF ROOTBALL F:914.428.0017 3"MULCH AS SPECIFIED To FORM SAUCER INCREASE WIDTHS 3"MULCH WHEN COMPACTED OR SURVEYOR B&B OR CONTAINERIZED PLANTING MIX POORLY DRAINED SOILS SOIL BERM TO HOLD WATER 6"MIN.BETWEEN ARE PRESENT Link Land Surveyors,P.C. Wo 2"SQUARE BALL AND E30TTOM LOOSEN SUBSOIL AT HARDWOOD I MULCH CONTINUES PREPARED PLANTING SOIL 21 Clark Place ��LAINE.& BOTTOM OF EXCAVATION N. . - Z. SHRUB BED CONDITION AS SPECIFIED OF EXCAVATION TO 6"MIN.DEPTH,TAMP Mahopac,NY 10541 PLACE STAKES PARALLEL FINISH GRADE TO SLOPE; AUGER FOR 3 2x2 HARDWOOD STAKE, 561, .111 EXTEND STAKES TO PERCOLATION COMPACTED SUB GRADE LENGTH FIRM BEARING AS NEEDED LEGAL COUNSEL 12" FINISHED GRADE 2"-3"MULCH------------ Cuddy&Feder,LLP 2'-3'HT SAUCE 445 Hamilton Avenue,14th Floor A OUND'TREE PIT White Plains,NY 10601 VARIABLE GRADE 6"MIN.BETWEEN LOOSEN SUBSOIL AT BOTTOM TOPSOIL MIX(SEE SPECS) B OF EXCAVATION TO 6"MIN.DEPTH, II�III OF EXCAVATION III CUT&REMOVE BURLAP 'AIN. TAMP. FROM TOP OF ROOT BALL COMPACTED SUB GRADE SCARIFY SUBSOIL TO 9°TYP. ICI III IIFj, 6"MIN.DEPTH NOTE NOTE NOTE DETAIL IS FOR DESIGN INTENT ONLY. DETAIL IS FOR DESIGN INTENT ONLY. DETAIL IS FOR DESIGN INTENT ONLY. SMALL TREE ON SLOPE PLANTING MULTI-TRUNK TREE PLANTING EVERGREEN TREE PLANTING 7 SHRUB GROUNDCOVER PLANTING SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. ROUGH SAWN TIMBER GUIDE POST MAXIMUM SPACING 8W'C.TO C. POST TO BE SQUARE 4"X 10"PRESSURE TREATED 6''CIA.TREATED POSTS EVENLY SPACED 6"MIN DOUGLAS FIR PLANK WHERE ORDERED, WOOD CEDAR POST- 6'O.C. AX 1 112''BLACK PLAN LENGTHS TO BE EITHER 8'OR 16' [AINYL MESH COUNTERSINK GALV. EDGE OF PAVEMENT TOP OF DEEPROOT CARRIAGE BOLTS BARRIER OR EQUIVALENT MUST BE AT LEAST I'(3nnnn)ABOVE GRADE SIDEWALK 4''DIA— CURB TREATED CEDAR 0 WOOD 24"DEEPROOT BARRIERRAILS 0 1 H+I UB 24-2)OR EQUIVALENT o 0 0 4" '2" SOIL BACKFILL 2" 0 24"DEEPROOT BARRIER D5 24-2)OR EQUIVALENT 0 SUBGRADE MIN.- X 0 MI III IIIII�flIIII��fllll M�illlll 39"MINIMUM(99-) NOTE MINIMUM 3 TIMES 1.ROUGH SAWN TIMBER POSTS TO BE DRY,WELL UNDISTURIIEI: - ROOT BALL DIAMETER SEASONED,AND DRESSED ROUGH SAWN 6'' SOIL AND PACKED GRAVEL (WHERE POSSIBLE) DOUGLAS FIR,SOUTHERN PINE OR OTHER _L SPECIES HAVING A STRESS GRADE OF AT LEAST GRAVEL BASE 10 MEGAPASCALS. -A 2.ALL LUMBER SHALL CONFORM TO THE CLEAN WOOD PROPERTIES OF ASTM D2555 AND THE BENDING STRESS SHALL NOT BE LESS THAN 4,000 A TYPICAL SURROUND PLANTING INSTALLATION USING DEEPROOT UNIVERSAL BARRIER OR EQUIVALENT PSI. TYPICAL ROOT BARRIER BUMPER GUARD SPLIT RAIL FENCE SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. DRAINAGE AGGREGATE NOTE: PERT.DRAIN —LlMFF CHANGES IN BASE ELEVATION PIPE DIMENSIONS TO BE TO 6 PER STEP TO AVOID DRAINAGE AGGREGATE DETERMINED BY CONTRACTOR'S DFFEREN]LAL SETTLEMENT RANDOMLY STAGGER IMPERMEABLE LINING DESIGN ENGINEER FINISHED GRADE VERTICAL JOINTS —STEP OFTEN ENOUGH TO AlAhTA,h LINE X� (4"CONCRETE OR y SLOPE MINIMUM REQUIRED EMBEDMENT ASPHALT OPTIONAL) 0 0 NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE TIT PROPERTY OF DIVNEY TJTNG SCHWALBE,ELF.THIS DRAWING W r C, CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION PROJECT INDICATED HEREON AND SHALL 0 WITH,THE SPECIFIED NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY 0 E, //D//D//D/// TUNG SCHINALBE,LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE % PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OPEN JOINT AT 2" OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 40 FT.CENTER SHOWN BY THESE DRAWINGS. LEGAL NOTICE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW DRAIN T T, YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION (WALLS OVER 4-HEIGHT) OPEN JOINT 2'' K 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW AT 20 FT. CENTERS NOT TO SCALE GRANULAR ©Copyright Di,rey Tung SO—lbe,LLP 2015 I All rights reserved. 42''HIGH FENCE WHERE LEVELING DRAIN DITCH PAD 6"THICK ol GRADE DROP GREATER THAN 3011 DRAIN (WALLS UNDER 4'HEIGHT) (OPTIONAL SLOPE AT TOP OF WALL) CAP UNIT ADHERES IMPERVIOUS FILL NOT TO SCALE NOT TO SCALE BURY ONE ADDITIONAL REVISIONS TO TOP UNIT 12''DEEP FULL UNIT MIN. NO. DATE ISSUE W/VERSA-LOK CONCRETE ADHESIVE I/, I RIA,\I11AiAE_E(_LAL� 1 11/23/15 SITE PLAN APPLICATION UNDISTURBED SOIL 2 12/23/15 REVISED PER VILLAGE COMMENTS /\\j INSTALLATION NOTES 3 1/22/16 ISSUED FOR PRICING F/ STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. STEPPING BASE DETAIL 4 8/31/17 SITE PLAN AMENDMENT APPLICATION Note: The Contractor Must Obtain A Building Permit Prior To Proceeding With Construction Of Any Retaining Wall In Excess :BENCH CUT ALL EXCAVATED SLOPES. —— VERSA-LOK MODULAR DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY SITE SOILS CONCRETE UNITS Of 4 Feet In Height. Contractor's Design Engineer to submit signed & sealed drawings to the Town for approval. ENGINEER TO REMOVE UNSUITABLE SOIL NOT TO SCALE -CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION OR APPROVED EQUAL) SUPPORT IF NEEDED- All retaining walls required to complete the site work shown on these plans shall be designed by a New York State ®SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS DRAINAGE Licensed Professional Engineer, whose services shall be included in the scope of work of the Site Contractor. The Licensed ®LEVELING PAD SHALL CONSIST OF WELL GRADED ROAD BASE AGGREGATE,3/4"CRUSHED,ANGULAR AGGREGATE GRAVEL WITH SOME FINES 12''THICK MIN. Professional Engineer retained by the Site Contractor to design the walls shall be responsible for the furnishing of signed -CONTRACTOR MAY OPT FOR A LEAN CONCRETE LEVELING PAD. PAD SHALL BE UNREINFORGED LEAN (PROVIDE GEOSYNTHETIC and sealed shop dravvings satisfactory for submission to the reviewing authorities. The shop drawings shall contain all CONCRETE,200-300 PSI,3"THICK MAXIMUM. ®DRAINAGE AGGREGATE SHALL CONSIST AT CLEAN ANGULAR GRAVEL,3/4"DIAMETER WITH LESS THAN TIEBACKS IF REQUIRED BY THE design calculations for the retaining walls and their footings and foundations and shall further be complete with all sleeves, 5%FINES. DESIGN ENGINEER) structural reinforcement and dimensioning. Further, these shop drawings shall be submitted to the Town Building ®DRAINAGE PIPE SHALL BE PERFORATED DR SLOTTED PVC OR CORRUGATED FDPE PIPE. ,flX'flX'\IV'�1XXIX,fl ®REINFORCED BACKFILL SHALL BE FREE OF DEBRIS,ORGANIC SAIL,AND EXPANSIVE SOILS. DRAWING TITLE: Department for the purposes of obtaining a Building Permit prior to proceeding with the construction of any aspect of the FOR UNITS TO BE EMBEDDED,COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND X1 4" DIA. DRAIN PIPE new retaining wall. The Site Contractor or the New York State Licensed Professional Engineer retained by the Site UNITS IS COMPACTED OUTLET A END OF -COMPACTION SHALL BE TO 95%OF MAXIMUM STANDARD PROCTOR DENSITY.ASTM D-698) WALL OR 40' Contractor shall address all comments received by the Town Building Department upon reviewing the shop drawings and ®COMPACTION TESTS SHALL BE TAKEN AS THE WALL 15 INSTALLED THE MINIMUM NUMBER OF TESTS �j \ Oj�D CENTER SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. MAX shall be responsible for the resubmission of any revised drawings or other supplemental data thereby requested, The COMPACTION WITHIN 3FT.OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. Contractor will be responsible for making all such resubmittals as required to secure a Building Permit. Once the Building e CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE RUNOFF AWAY FROM WALL AT END OF SITE DETAILS EACH DAY TO AVOID WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION. Department has issued a Building Permit, the approved shop drawings must be submitted to the Site Engineer for final -ANY SURFACE DRAINAGE FEATURES,FINISH GRADING,PAVEMENT,OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL 15 COMPLETED GRANULAR review and approval of the Owner prior to proceeding with construction. The Contractor shall not release materials for -FOLLOW APPLICABLE PROVISIONS OF THE WALL UNIT AND GEOSYNTHETIC MANUFACTURER'S LEVELING PAD manufacturing and construction prior to obtaining both the Building Permit and the approval of the Site Engineer. INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. MIN.611 THICK--/ F SITE AND SOIL CONDITIONS,WALL GEOMETRY,OR WALL LOADINGS ARE DIFFERENT THAN IN THE DRAWINGS AND THE DESIGN PARAMETERS,THE CONTRACTOR MUST CONTACT DESIGN ENGINEER PRIOR DRAWN BY: CHECKED 13Y�M S SOURCE:VERSA-LOK RETAINING WALL SYSTEMS OR APPROVED EQUAL TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. of DEB m TYPICAL SECTION UNREINFORCED RETAINING WALL of I PROJECT NO. E r N P LENGTH SIGN T I PANEL �L WITH Z DAR I ON C STRINGER FIRST, TOP Tr� SIGN _T FOOTING CONCRETE 121 121 NOT TO SCALE OPRTI& 788��09/17u/15 -1 DRAWING NO. fr LU i SEGMENTAL BLOCK RETAINING WALL DETAILS 20 W 08440 111 70 SCALE:N.T.S. SSICO) PLOTTED En't DIVNEY TUNG SCHWAWE,LLP GOODSTEIN,MAX 8/31/2017 11 AM L:\788 SUN HOMES RYE BROOK\788 SI T3 SITE DETAILS PLIGDWG PIPE REMOVED FROM SERVICE ENCASEIN BLOCK DIMENSIONS THRUST BLOCK 3,000 PSI CONC. PIPE CONC.CONC. 3,000 PSI CONC. Q N.) A(FT.)B(FT.)C(FT.) G NO CONC.SHALL BE BLOCK DIMENSIONS RYE BROOK #7 MN' D.I.P.BEND DIA. BEND (CF) Y) RESTRAIN ALL JOINTS AT FITTING 90 10.9 6.0 2.0 130.8 4.9 POURED AGAINST JOINTS BRANCH CON CONC. AND WITHIN"A"FEET IN DIRECTION SHOWN 45 7.9 4.5 2.0 71.1 SIZE A(FT.) B(FT.) C(FT.) C (CY) FOR THE FOLLOWING PIPE DIAMETERS 2.7 UNDISTURBED GP 16 (1 N.) 22' 6.0 3.0 2.0 36.0 1.3 TRENCH WALL 7 6 3.7 2.0 2.0 14.8 0.5 K I N G F I E L D il 1 3.6 2.5 2.0 18.0 0.7 (BOTH WAYS 4 VALVES) FITTING BEND 12 INCH 8 INCH 6 INCH SECTION VIEW REDUCER 90 9.4 4.0 2.0 75.2 2.8 8 5.0 2.5 2.0 25.0 0.9 A (OR VALVE) TYPE 22,1 4.2 1 2.5 2.0 21.0 0.8 12 6.7 4.0 2.0 61.6 2.3 _TI HORIZONTAL 45' 7 5 5 1 _0_ 1-1, 2.6 2.0 2.0 10.4 0.4 BEND 45 5.8 3.5 2.0 40.6 1.5 10 6.3 3.0 2.0 37.8 1.4 MR MR 90Q 20 12 8 NEW YORK 12 90 6.7 4.0 2.0 53.6 2.0 16 FlU 4.5 2.0 g2.1 1.4 Y_11 22 1/2' 4 3 3 1100 KING STREET 45 5.8 2.5 2.0 29.0 1.1 11 1/4' 2 2 2 lo RESTRAINTS AT DEAD ENDS RESTRAINTS AT REDUCERS R,VALVES) RYE BROOK,NY 8"MIN. 221, 3.7 2.0 2.0 14.8 0.5 TEE 2 2 2 11 7' 2.5 1.5 2.0 7.5 0.3 PLAN VIEW CROSS 2 2 2 90 5.1 3.5 2.0 35.7 1.3 DEAD END 40 30 25 45 3.8 2.5 2.0 19.0 0.7 z a 45' 20 12 8 221 3.3 1.5 2.0 9.9 0.4 A A r VERTICAL 111 2.5 1 1.0 1 2.0 1 5.0 1 0.2 LA-_ THRUST BLOCK AT CAP CREST 22 1/2' a 6 5 90 4.1 2.5 2.0 20.5 0.8 BEND 11 1/4' 4 3 3 6 45 2.8 2.0 2.0 11.2 0.4 VERTICAL 45' 7 5 4 PROPERTY OWNER o PLAN VIEW 227' 2.8 1.0 2.0 5.6 0.2 91 BLOCK DIMENSIONS SAG 22 112' 4 3 3 1114 1.4 1.0 2.0 2.8 0.1 PI RE CON CON. Y, BEND - SC Rye Brook Partners,LLC DIA. BEND A(FT.)B(FT.)C(FT.�(CF) (CY) 11 114' 2 2 2 c/o Sun Homes SECTION VIEW (I N.) -- - I fi (BACK OF THRUST BLOCK) 90 1 12.0 8.3 6.3 313.7 11.5 is 1 15 3 Memorial A e 16 45 1 12.0 7.5 5.0 225.0 8.3 REDUCER Pawling,NY 12564 _22 _ 4,5 THRUST BLOCK AT HORIZONTAL BEND 22 7' 11.5 7.0 3.0 120.8 22 1114 9.0 4.5 3.0 60.8 2.3 APPLICANT 90 10.0 6.5 5.5 178.8 6.6 VALVE 22 SC Rye Brook Partners,LLC 12 45 9.5 6.5 4.3 132.8 4.9 RESTRAINT LENGTHS BASED ON c/o Sun Homes 2271 9.0 5.0 3.0 67.5 2.5 ELEVATION ELEVATION CLASS 52 DUCTILE IRON PIPE 114 5.0 4.5 3.0 54.0 2.0 RESTRAINT FOR VERTICAL CREST BENDS WORKING PRESSURE OF 150 PSI 3 Memorial Ave RESTRAINT FOR VERTICAL SAG BENDS 4'MIN.COVER Pawling,NY 12564 90 11.0 6.25 3.75 128.9 4.8 COMPACTED GRANULAR MATERIAL TO TOP OF PIPE EYEBOLTS SET BLOCK DIMENSIONS IN CONCRETE 45 10.0 5.0 3.75 93.8 3.5 90 PERCENT STANDARD PROCTOR COMPACTION BRANCH 10 221' 8.0 4.5 3.0 54.0 2.0 PLANNER,CIVIL ENGINEER,LANDSCAPE POUR THRUST BLOCK SIZE A(FT.) B(FT.) C(FT.) CONC CONC. ANCHOR RODS (CF) (CY) EDGE OF TRENCH (SEE SCHEDULE BELOW) it 1 8.0 4.5 3.0 54.0 2.0 ARCHITECT AGAINST UNDISTURBED SOIL (I N.) 4 go 9.5 4.5 4.0 35.5 3.2 11 6 3.7 2.0 2.0 14.8 0.5 - 45 9.5 4.0 3.3 62.7 2.3 DiVNEY-TuNG-SCHWALBE EDGE OF �1811 M 8 5.0 2.5 2.0 25.0 0.9 8 4.5 3.0 54.0 2.0 ;. ;'� - 22�' 8.0 IrYWI[gertt Land Use TRENCH 10 6.3 3.0 2.0 37.8 1.4 z ill 8.0 5 Divrey Tung Schwalbe,LLP 7 4.5 12 6.7 1 4.0 1 2.0 1 61.6 23 90 8.0 4.5 EBAAIRON EBAAIRDN One North Broadway Io I d� I 1 0 0 1116 MEGALUG 1112 MEGALUG White Plains,NY 10601 16 10.3 4.5 2.0 92. 45 110 45 1��3 11 >__g 2 350 PSI RATING 350 PSI RATING '4�O 2�0 I U BRANCH OF 8 P 914.428.0010 8-0:1 TE MIN.2 CY OF 1171 NO 4.55 3.0 54.0 2.0 0 0 F:914.428.0017 FOR USE ON 0 0 1FMD RATED 175 PSI CONC.THRUST GRAVITY BLOCKS L DUCTILE IRON PIPE FOR USE ON DUCTILE IRON PIPE BLOCK MADE IN THE USA MADE IN THE USA SURVEYOR 3,000 PSI CONC. NOTES VERTICAL UP I. ALL THRUST BLOCKS SIZED IN ACCORDANCE WITH AWWA SPLIT COLLAR W/,' GRAVITY BLOCKS SHALL REQUIRE A MINIMUM OF 2 CY 0 0 0 PLAN VIEW D.I.P.TEE DUCTILE IRON PIPE AND FITTINGS,AWWA MANUAL M41 THREADED RODS IN/ CONCRETE PER INSTALLATION. Link Land Surveyors,P.C. SECOND EDITION-DUCTILE IRON PIPE RESEARCH WASHERS AND NUTS 21 Clark Place ANCHOR RODS AS ANCHOR BOLTS IMBEDDED REFER TO"GRAVITY BLOCK RESTRAINT INSTALLATION DETAIL". BRANCH 0 F 0 0 TEE L 14 A THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE. (SEE SCHEDULE BELOW) 0 0 Mahopac,NY 10541 2. CALCULATIONS APPLY A 1.5 SAFETY FACTOR. IN THE THRUST BLOCK(AS a 3. CALCULATIONS BASED UPON MINIMUM PRESSURE CLASS PART OF THRUST BLOCK REFER TO"THRUST BLOCK NOTES"FOR INSTALLATION 0 0 OF PIPE WITH STANDARD CEMENT-MORTAR LINING. ITEM) REQUIREMENTS WHERE APPLICABLE. EBAA IRON LEGAL COUNSEL 4.CALCULATIONS BASED UPON A SOIL BEARING PRESSURE EYEBOLTS SET ANCHOR SCHEDULE FOR GRAVITY BLOCKS 161, EBAA IRON 1105 MEGALUG OF 1,000 LBO.PER SQUARE FOOT. IN CONCRETE 1108 MEGALUG 5. CALCULATIONS BASED UPON A 130 PSI TEST PRESSURE, 350 PSI RATING Cuddy&Feder,LLP PIPE DIAMETER RODS MIN.EMBEDMENT LENGTH 350 PSI RATING 445 Hamilton Avenue,14th Floor 2'MIN. MAXIMUM MIN.2 CY OF 0 6) 6. DIMENSIONS ESTABLISHED BASED UPON TRUNCATED :z. • F CONC.THRUST 11.. 3#4 24" dZ4 4FM>RATED 175 PSI White Plains,NY 10601 TRIANGULAR SHAPED THRUST BLOC BLOCK 12" 3#4 1FMIt>RATED 175 PSI 0 K GEOMETRY 61 2#5 PLAN FOR USE)N FOR USE ON 7 ALLCON FETE SHALL BEA MINIMUM 3,000 PSI OR A EDGE OF TRENCH 12 C IRON PIPE 2 95 2" TYPICAL RESTRAINT FOR HORIZONTAL BENDS RESTRAINTS FOR TEES DUCTILE IRON PIPE GREATER DUCTILE MADE IN THE USA M 8. ALL THRUST BLOCKS SHALL BE POURED AGAINST NOTE 8' MADE IN THE USA UNDISTURBED SOILS 1. ALL EMBEDDED RODS SHOULD HAVE STANDARD ACI 9. NO CONCRETE SHALL BE POURED AGAINST PIPE JOINTS HOOKS. SECTION VIEW 10.THRUST BLOCK SHOWN ARE MINIMUM SIZES 2.IN SOME CASES,IT WILL BE NECESSARY TO INCREASE to 11.THRUST BLOCK FOR 90 DEGREE BENDS SHALL ONLY BE THE MINIMUM DIMENSIONS SHOWN TO ATTAIN THE PERMITTED ON FJ TO FJ CONNECTIONS. MINIMUM CONCRETE VOLUMES. MEGALUG SERIES 1100 MECHANICAL JOINT RESTRAINTS NOTE THRUST BLOCK AT TEE VERTICAL DOWN NO CONC.SHALL THRUST BLOCK AT HORIZONTAL BEND MEGALUG JOINT RESTRAINT DETAILS OBTAINED FROM EBAA INC. BEPO POURED REFER To MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PROCEDURES. AGAINST JOINTS THRUST BLOCK WATER MAIN JOINT RESTRAINT DETAIL 2 SCALE:N.T.S. SCALE:N.T.S. HYDRANT WATER LINE NO E MUELLER"SUPER CENTURION" 1. PUMPER OUTLET SHALL FACE OR AMERICAN DARLING 2'-6"MAX. EXISTING OR PROPOSED STREET;HOSE OUTLETS SHALL BE 5 1"BARREL,BREAKAWAY HYDRANT, I'F6"MIN. PARALLEL TO STREET. (2)2 21"LOSE OUTLETS, u TY FINISHED GRADE 2.PLUMBNESS OF HYDRANT TO BE (1)5"STORZ NOZZLE 14"SHAFT CHECKED IN TWO DIRECTIONS,90- (HYDRANTS TO BE COORDINATED WITH SEWER OR DRAIN LINE APART. PACE UNIVERSITY AND THE VILLAGE OF D N INE PLEASANTVILLE FIRE DEPARTMENT N LINE 3. PODDING SHALL CONSIST OF TWO 24" PRIOR To ORDERING AND INSTALLATION.) THREADED RODS CAREFULLY EDGE OF WATER MAIN NOTES COATED WITH BITUMASTIC PAINT. PAVEMENT OR CURB 10 MIN, 10'MIN. ADJUSTABLE ROOFING MAY BE OMITTED BETWEEN FINISHED GRADE 1. WATER MAIN SHALL HAVE MINIMUM OF 4'-0"COVER. DEFLECTION OF PIPE AS PER MANUFACTURER'S RECOMMENDATIONS THE MAIN AND LATERAL VALVE ONLY WHEN DIRECTED CAST WHERE A TAPPING VALVE OR DRAIN HOLES 2. DEFLECTION OF JOINTS ON WATER MAINS SHALL NOT EXCEED 50%OF THE MAXIMUM DEFLECTION]RECOMMENDED BY IN R AS REQUIRED BY VALVE BOX HYDRANT VALVE ANCHORING TEE IS TO BE PLUGGED THE MANUFACTURER,OR AS ORDERED BY THE ENGINEER. THE WATER DEPARTMENT USED. IN AREAS OF Kz 4.1 STONE SHALL BE PLACED HIGH GROUND WATER. 6"VALVE AND 3. ALL HORIZONTAL AND VERTICAL BENDS REQUIRE THRUST BLOCKS.SEE SCHEDULE THIS SHEET FOR MINIMUM AROUND THE HYDRANT FROM THE (SEE NOTE 5) VALVE BOX TO BE REQUIREMENTS. 20'MIN. BOTTOM OF THE TRENCH,BUT AT 2 LAYERS OF TARPAPER MUELLER CAT.NO.2380 LEAST 6"BELOW THE BASE OF THE OR APPROVED EQUAL 4.ALL PIPING,VALVES,HYDRANTS,AND FITTINGS TO BE APPROVED BY THE WATER COMPANY. HYDRANT TO 6"ABOVE THE WASTE OVER I q"STONE ROBBING BETWEEN SEE DRAWING W-3 WATER DETAILS OPENING AND TO A DISTANCE OF 12" TEE AND VALVE 5. ALL WATER MAINS TO BE DISINFECTED IN ACCORDANCE WITH A.W.W.A.SPECIFICATION C651-86,EXCEPT FOR SECTION FOR DETAILS AND NOTES APPROVED AROUND THE ELBOW. STONE,CONCRETE 51 LATEST REVISION.ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF WATER COLLECTED 5. HYDRANTS WITH PLUGGED DRAINS OR CONCRETE BLOCK, AND BETWEEN FROM DISTRIBUTION MAIN AFTER DISINFECTION SHALL BE SUBMIT-FED TO THE VILLAGE OF PLEASANTVILLE, BY SUEZ AND WCDOH MINIMUM 6"THICK VALVE AND HYDRANT W SHALL HAVE A 3"BLACK CIRCLE AND 12"SQUARE (SEE NOTE 3) TOWN OF MT.PLEASANT,AND THE WESTCHESTER COUNTRY HEALTH DEPARTMENT PRIOR TO USE. PAINTED DIRECTLY UNDER THE THRUST BLOCK 6. PRESSURE AND LEAKAGE TESTS WILL BE DONE IN ACCORDANCE WITH THE LATEST A.W.W.A.STANDARDS. WATER LINE SANITARY SEWER OR SUPPORT BOX WITH MINIMUM OF 6. PUMPER OUTLET. 4,000 PSI CONCRETE STORM DRAIN THREE(3)COURSES OF BRICK HYDRANT DRAINS TO BE PLUGGED OR STONE ANCHORAGE IN� 7. THEPR POSED WATER MAIN WILL INSTALLED A MINIMUM OF 10"0"HORIZONTALLY AND 18"VERTICALLY FROM ALL (PRESSURE PIPE) WHERE THE WATER TABLE IS WITHIN AGAINST 0 1 O'MIN. 10-IN. SEE 1:11 TOF FINISHED GRADE.WHEN THE UNDISTURBED EARTH STORM AND SANITARY SEWERS,EXCEPT WHERE SHOWN ON PROFILE.3"THICK CONCRETE ENCASEMENT SHALL BE DRAINS ARE PLUGGED,THE BARRELS USED WHERE THE MINIMUM SEPARATION DISTANCE IS NOT MET. MUST BE PUMPED DRY AFTER USE LIMITS OF NOTE COMPACTED BACKFILL TO DURING FREEZING WEATHER.WHERE l'"STONE 1. HYDRANT DRAINS ARE NOT FOR DRAINAGE. FOR ANY CONDITIONS OTHER THAN SHOWN AT RIGHT,THE FOLLOWING REQUIREMENTS SHALL BE MET.THE JOINTS OF THE SANITARY SEWER OR NATURAL GROUND PLUGGED,A GRAVEL POCKET OR (SEE NOTE 4) STORM DRAIN SHALL BE A MINIMUM OF 10'FROM THE POINT OF CROSSING.THE SANITARY SEWER SHALL BE CLASS 150 PRESSURE PIPE AND THE DR WELL SHALL BE PROVIDED STORM DRAIN SHALL BE LOCK JOINT PRESSURE PIPE WHERE THE ABOVE CONDITIONS CANNOT BE MET,THE WESTCHESTER COUNTY DEPARTMENT CONCRETE ❑BEARING PAD TO BE Y OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED. USED WITH PVC PIPE BRICKS TO UNLESS THE NATURAL SOILS WILL 2. WHERE THE WATER LINE PASSES BENEATH THE SEWER LINE OR STORM DRAIN,THE JOINTS OF THE PIPE SHALL BE A MINIMUM OF 10'FROM THE BEAR ON PAD PROVIDE ADEQUATE DRAINAGE. POINT OF CROSSING.SEWER PIPE SHALL BE CLASS 150 PRESSURE PIPE AND THE STORM DRAIN SHALL BE LOCK-JOINT PRESSURE PIPE. HYDRANT DRAINS SHALL NOT BE 6"LATERAL 3. REQUIREMENTS AS STATED IN TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER IS NOTE CONNECTED TO OR LOCATED WITHIN LESS THAN 1 TAND VERTICAL SEPARATION IS LESS THAN 18".WHERE THE ABOVE CONDITIONS CANNOT BE MET,THE WESTCHESTER COUNTY SIMILAR INSTALLATION FOR 10.OF SANITARY SEWERS OR STORM DEPARTMENT OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED IF NOT PREVIOUSLY APPROVED. CURB BOX OR SERVICE LINE VALVE SIZE 12"' DRAINS. CROSSING OF WATER LINE AND STORM SANITARY SEWER 3 TYPICAL VALVE INSTALLATION BOX HYDRANT SETTING WATER MAIN NOTES SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. STEEL EYE-HOCK W DA SHAFF WELDED TO POST EACH SIDE Y DIX o FINISH GRADE AT ADJACENT LAWN OR SPO"OR TOP OF PIPE PLANTING AREA,S.C.D. CHANNEL ,H1 FLARED END SECTION OR HEADWALL NOTE: DECOMPOSED GRANITE 0 THE EMERGENCY ACCESS GATEALONG LOCK TYPE AND MAKE COMPACTED AGGREGATE BASE A KING,STREET.BHALL INCLUDE ASSPECIFIEDW (2) 8 1 OBJECT MARKERS OMI-3, VILI-AGEO PLACED CA N EACH D OF THE STAINLESS y 0 C SIDE E RYE BROOK 14" 0 C TEIII 12" -A "EMERGENCY N PARKING"SIGN V`D1A.ONCRIFFE FILLED STEEL POST NOTE ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATE V'HIGH RED=ERB S, SEE PLAN 3 MIN OWNED BY I, �;, N.) 1 OR REPRESENTED BY THIS DRAWING ARE 0 AND ARE T ON WH TE BACKGROUND YELLOW 1��, (2'MI N.1 PROPERTY OF DIVNEY TUNG SCHWALBE,LET.THIS DRAWING WA 5 ppD LacK PAD LOCK 4 d12" WUUIDM T FINAL LAYOUTTO EDGE OF PAVEMENT CREATED AND DEVELOPED FOR USE ON,AND IN CONNECTION FOR WING DEPARTMENT WITH,THE SPECIFIED PROJECT INDICATED HEREON AND SHALL APPROVAL). ALIGN NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY 12"DEEP TRAP ROCK APRON TUNG SCHINALBE,ELF. > PLAN TURF REINFORCEMENT MAT AS rr 12-TYR INSTALL 2"THICK GRASS SOD WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE z 7 MANUFACTURED BY CEO-SYNTHETICS,INC. PRECEDENCE OVER SCALED MEASUREMENTS.CONTRACTOR (LANLO TRM 435 OR APPROVED EQUAL) OVER SOIL BASE SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND FINISHED GRADE CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED EXISTING SUBGRADE 4"DEEP AMENDED SOIL 7 (SEE NOTE) OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 12"MIN.COMPACTED SHOWN BY THESE DRAWINGS. 14'OR AS SHOWN ON PLANS WMINIMUM/ GEOTEXTILE FILTER FABRIC SATISFACTORY LEGAL NOTICE:IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS EME ENCY ACCEPS RID. COMPACTED SUBGRADE MATERIAL SUBBASE JI DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209(2)ARTICLE 145,NEW YORK STATE EDUCATION LAW SECTION A-A PIPE OUTLET TO WELL-DEFINED I (Z)Copyright Di,rey Tung SO-lbe,LLP 2015 CHANNEL OR BASIN (MAXIMUM SLOPE SHALL NOT EXCEED 5%) All rights reserved. NOTE AMENDED SOIL COMPOSITION(CLEAN AND WEED SEED FREE): 11F_7- 50%SAND C= -1 174.-A 20,30%TOPSOIL WITH 5%CLAY CONTENT liff-riff 1. IV, 20-30%LEAF COMPOST REVISIONS END SECTION ENERGY DISSIPATOR 7 EMERGENCY ACCESS GATE TRAIL PAVING VEGETATED SWALE 10 NO. DATE ISSUE SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. 1 11/23/15 SITE PLAN APPLICATION 2 12/23/15 REVISED PER VILLAGE COMMENTS CUT INTO MANHOLE RISER SECTION PLUG END WITH THREADED CA M.H.STEPS 3 1/22/16 ISSUED FOR PRICING WYE BRANCH CONNECTOR- AT 12''O.C. 3000 p-J.CONCRE E] 3/1/17 ROAD A.CLUBHOUSE,AND BUILDING REV1510145 6" 4 8/18/17 SITE PLAN AMENDMENT APPLICATION SEE CIO OUT DETAIL EXISTING GRADE SHEET PRECAST GONG.RISER SECT. --71111_11111_111 FH_TER UMETS/8"POHMNG DEPTH 7 MK ABOVE (SEE PLAN FOR SME FLUSH BRONZE CAP EL-FOR JOINTING-SEE SPECS. )h BERM,12 TEMPORARY - NORMAL PO MH PONDNG DEPTH _�z 2"X 4"MARKER DEPTH CUT18"ABOVE GRADE AND TRIM RING SHORT RADIUS 5'-0"DIA,MIN, 3"AGED 18"MIN,LENGTH CONNECT TO BUILDING 2 MU4. SERVICE _7z IT 12"MN. Y NIPPLE- "Y"BRANCH 6"C.I.P SLEEVE VARIABLE LENGTH rr FINISHED GRADE OUT WITH PLUG N III FLEXIBLE WATERTIGHT PLANT1N]G SOoL _H11_1111 11111911jj _11111_11111_11111-Hlll IAIGET A.TITALL PIPE CORRECT CA 10=25%CLAY ps 1� 30=55%SH=T VVIIA'I G/ 11 e�_00,m PIS ,/\ 3-60%SAND Oc At\ONNA\7/mwff/s DRAWING TITLE: 30' GROUND 0 PVC RISER HillIII C'_ NOTES: R. CIL RISER C.L.MANHOLE V. V: OF E CLVARCI///A\V// II d C/ 5.2 7.0 pH I Aj, 1.5-4.0%ORGAMC MATTER 11 ///g// / y. UNDISTURBED Al� CEO A C' OUTLET RPE CRUSHED STO E LENGTH AS REQUIRED 1. MIN.SLOPE OF LATERAL I/,"FOOT EXCEPT OTHERWISE NOTED. FANG ENC LONG RADIUS 4"PERFO 0.-P N's) 2. MAX.SLOPE OF LATERAL AS DETERMINED BY GRADES OF MAIN LINE 12"LAYER OF NO.2 IIIEND AND HOUSE ELEVATION CRUSHED STONE PVC %\VXvIIA\\ PLUG WHERE INDICATED ON DRAWINGS AND AT END OF RUN 12 BEDDING INVERT LIP TO RE AT SAME SITE DETAILS OCT'ONdlo O 0 f ELEV AS INSIDE CROWN(TOP) C.I.P.OR PVC COURSE C.L.MANHOLE OF LARGEST PIPE BUILT INTO MANHOLEINVERT TO BE RLTER FABMC 3. NO CHIMNEY TYPE CONSTRUCTION SHALL BE PERMITTED CONSTRUCTED OF MRAR 160N LATERALS MUST REST ON UNDISTURBED GROUND NOTE: K�T� T0,,R�OF C', SHALL BE USED IN UNPAVED AREAS ONLY.,(d-� - �W96 (OR EQUAL) 4. CLEANOUTS To BE INSTALLED EVERY 50 FEET BRICK MASONRY DRAJNAGE COURSE OR WHERE SHOWN OR AS DIRECTED C� T LF AD >I> EMS1HMG&dB6R /> /ALLLP LET STRUCTURE BEYOND S. SEE CLEANDUT,THIS SHEET FOR MORE INFORMATION. TRENCH EXCAVATION SECTION TO uh u(;AINDHhHj) 24"MN.T0A DRAJN N 61, PAYMENT LIMIT GROUNDWATER SEE PLAN FOR LOCAMON DRAWN BY: CHECKED BY: II JEB ISMS OR BEDROCK ENORETEHT]ON FILTER TO BE PLANTED WTH Of N PROJECT NO. DATE, SERVICE'AS E I N LOCK CONC IN A 77777 HERBACEOUS PLANTS.SEE SB'FE LANDSCAPE PLAN ro OAR 0 788 09/17/15 PLAN,FOR PLANT LBT. DRAWING NO. fr BIORETENTION FILTER SANITARY SERVICE LINE CLEANOUT SANITARY SEWER DROP MANHOLE DETAIL SCALE: N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE N.T.S. SP-7.3 PLOTTED BY=DIVNEY TUNG SCHWA-BE,LLP GOODSTEIN,MAX 8/31/2017 10�57:40 AM L:\788 SUN HOMES-RYE BROOK\788 SP-8.0 SITE LIGHTING PLAN 40SC 36X48 PLT.DWG I - RYE BROOK K I N G F I E L D NEW YORK 1100 KING STREET RYE BROOK,NY -- �`-- _ ° °o I 6 °to ° ° °tea °°.p�o0 ° 00 o 054 c - .. ° p °.bG PROPERTY OWNER ° _ _ 0 5_°o° o °o� i by ° °°p- °°�° 5E ° �s °° °N � o.o .° I 0 SC Rye Brook Partners,LLC _.s °°p °o °`do° °0 to ° ° c/o Sun Homes ° 0 o ° o 1 - oo 3 Memorial Ave ° op .o op �° .°o o o I I Pawling,NY 12564 p o0 °.p °°_p 0 0, °I oo APPLICANT 7/ p °.o o%! �D00 °p o o ° ° bo P1[z °o« I II ° g o° op °°„ o°rp„° 0 p p SC Rye Brook Partners,LLC i b°s4 00« opa ° o° p °� h{ o °pI ° c/o Sun Homes I ao r °o.° °° 3 Memorial Ave l 0 ° p0 ° Pawling,NY 12564 ' t.o' °° 00 to o« °° o °° 0 2 2 ° ° by i° o, ° BOULEVARD TREE UPLIGHTING PLANNER,CIVIL ENGINEER,LANDSCAPE / I ° a.o, { ° o o p ° o p ou o ° ARCHITECT ' ° ° p o E), o/ °°0p DIVNEY•TuNG-SCHWALBE° 0 0.9' ° ° 00 00 op s z 9 bo o.o., o I^°°.1 a. o a. pp o0 • '° ° o o °.o .o I o°o °°p c °D Divney Tung Schwalbe,LLP IfIg4'fFf Land I15C .0 0 0 oz cc °op ° ° •.� °�p P'.o P °z o D o One North Broadway 1 o so p 0 0 0 o *° .o ° °o I o o o White Plains,NY 10601 a.o °�a '0 ooN ° 0Go• ooi°*I°o ? 0 �.cw+ ° 1 // b •z -c - `s .0 I •z o» �® ° P:914.428.0010 o0 p ° ° _ ° 0 i,° ° 00 o o ° o .s�10 ,° .o °Ga I .0 op ,° ° p°°0.I ° o I F:914.428.0017 1 I ' o °op oy° o °0,p .o o 0 8°I 1 o .o -°°^ p o 49 0 0o r 1 'a oo pr o .o Boo °� o ° ° ° 10 -0 1°.° o ° SURVEYOR / 9 y I c1b.a ° �29 ° ° ° bo.o °r a1 °!4+p ° ° o° o o°° o° oo r 6G°P°°ol°° oo°. oo ° °0 Link Land Surveyors,P.C. o ° ° o ° ° ° o ° o. o°I z 0 beo o ° o ° °p°* o ° ° ° ° 21 Clark Place °p° °°o °o°° ° °°a; 1�°"° ° o °° op ° o°° 0 48° ° ° q o s''A "o Mahopac,NY 10541 I/ / ,Do,SETegC I' o co»° °°N"a.a 10I ao °00 0 •° ° o or° b. 1 P 0 s o .o ° _o o K �I °°° ° o ° 10 �.°V°° ° ;as o °p ° ° 00 a 11 o»\i° LEGAL COUNSEL o0•o �° ° ° °0, r ,op 001°.cl ° -°r _° 0 ° ° -° ° ° �°+ ° °- o. °°p ab 09°0 °�°r ° .o0 ° G°°82 70°Iloo° ° °* ° ° ° °as°a o\\ Ip° ° U 3 /I ° °°° pig' °°p&� Cuddy&Feder,LLP I 1 IIII ° �10 0 °as ° ° °p�°� ° 1 �_1\o° °0 50° 445 Hamilton Avenue,14th Floor ° o o ° °aa o White Plains,NY 10601 o0D° 0p.0 °°0 0 °p.c»ol\°0*1 °p. o +�R�Rµ Y� 0'�Z °Q -.°SEoTBACi4 °°ro.06'° og1« ° o 0 1 0 25 I / I ° .obi p 1 1 a. 00 0 0° 1 -Ibo .o 00 °o b_o Wo�0 44°° ° .o 43�°p 11.° O ° p R°AN b• 0 0 b.o1 1 ° ° op c8 110 o ° o_y« 0.�1 o pg°b24 °o«°pGO �� INTERNATIONAL DRIVE(EXTENSION) AO ' ' / o .o„ p G-0^o - ^.o p °!°0 11 o o g " c ° 1°0�\ °p^ o DO ° p ,)poa o0 60,Q° « oo I I 'I// 0 ° .° b_p�r- .o o °.n °°01 ob 0 .0 .o ° o 0 1 °° 0 0 °I°o I u o0 « ➢ ° 1 0p. o. 0 1 0 1\- - o / I 0 0 00 00 oG° °m b.o pp 0 o b.�5 0 '0 0100 1° o o oo ° '0 0 p oo° °p o °°00 0 42 0 0 op11 b_o 1 op s^z __z p 10 I°„I_o\°p b.o ° I -D .o 0 00 00 ° o op o 0 0 a Q b.� °o o o ° ° s<z i. ° ° 0 cn to Tb*d� .o ° ° I o I °0 5 00« o ° o 1. 1 °°r ° o o « o ° I°p 1 0 "a I °o\r J ob 01 I IIII / ° °° o ° o ° .o a p ° o Y° °.o I I °b bo o p o 0 0 1.0�o0 b.o �8 p P1�z °oo c} °�p.\\ �o as \ 1 ° p 8�op 0,p '00 0 p o.01 0 o p o ° ° oq °1 o o °o c o p t o \°\I S° ° p. 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MIN.36"TO CENTER OF 0a°.o ° ° p o .o -° p .0 as o.a°o ° ° POLE FROM FACE OF CURB ° .oG °op, ° ° p ° ap b.p p op„°69c ^° .o op r p 0 3s \ °'0'p LEGAL NOTICE:IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 0 Q- p Qo �p o oO ° z l o a° °p• \ \ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 6"HIGH ABOVE GRADE CONCRETE °p',° /C�' ° o,o o °0 ?c ° p o °o.0, °'o, o 00 '0 s o0 °o '0 0p 5 0 Q\°�p, \ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN.SECTION °q b� °°00, ° •68 0" ° b,° 7209(2).ARTICLE 145,NEW YORK STATE EDUCATION LAW. PIER FOR LIGHTS WITHIN PLANTED 00 ° o °° s° 0 ° ° \ AREAS FLUSH FOOTINGS IN c , , o 1 p o o °o.o o ° o p.o ° °"o o °p17+ Q° o.o s °PEDESTRIAN WALK AREA , + a ° „ o 0 ° r66° o °p/0 ° ri h Divn T n h I LLP 2015 » 0 ° o � Co� t e u Sc wa be ° o °3?0 p ° \r\ \ P3 g Y g 0 00° ° 0 ° ° oo•°oo o`0.010° ?s �iOgbcF a S.o« 0 p c o ° 0 'a.a» p °o.o o V0 \ All rights reserved. 36" PHOTOMETRIC ISOCURVES FOR TYPE 4 AT 12'MOUNTING HEIGHT 0 0 00 +°'" oo.° ° ,° 0° °00 y°,�^ o�O��o+° ° ° o ° op*o°" 0G u° ° b_o•° ° '0 ° 0° •o \ �V \ w / s a oo o0 0 /°.° y °ap p0 ° "o+ ° o °.o" 3 z3 Po12 0 0.8 °\ \ U a /-f 0.1 FOOTCANDLE °oa.o po p 0 o o o °"a jao za/y o0 0 0 op00°.00 ° p p .o °o 0 3s.a 0 3 +00 �o `�\ 0.5 FOOTCANDLE ° °-0 1�8 • c ° '.p o b0• ° z ° °c p ° REVISIONS 1.0 FOOTCANDLE ° -0 00 °/°-o °p ° oo°, ``\\ 20 FOOTCANDLE ° ° °o.o oo °p° °��» .o oo".o s jz a"? o •z 0 00 °'p.o °�G oo'»\ \\ NO. DATE ISSUE °pp o.o o °01 ° 00 or or \ o.0 7 ° �o,o`0.0 ° - ac/, to 00/ 000p °�0"o 000 •zj - > / \ .o p ° ° _o .o ° o ° ° P119* ° .0 ° 0 .o ° ° ° _° ° ° ° 0 Q \ 1 11/23/75 SITE PLAN APPLICATION PHOTOMETRI/C'--S^OCURVES FOR TYPE 4 AT 10'MOUNTING HEIGHT \ 0 °0.p, °-/o°I0 00\l° o °p�0 °o o °8"o ° ,o -° o ° o ° .o °0 ° ° °0�p`\ 2 12/23/15 REVISED PER VILLAGE COMMENTS 'Op° ° -o °°! ° \0 Q0 \°o�ai0 -° a °.°p° " o . o° o o_� o �\ \\ 3 1/22/16 ISSUED FOR PRICING -/° LL° ° ° c. ° o 0 00 3° o° p° ° o 0 00 ° °oo.0 0 ° ° 0.1 FOOTGAN DLE Y \ 11 4 8/31/17 SITE PLAN AMENDMENT APPLICATION 0.5FOOTCANDLE �,(/ °0�"00 .p °\\o*° -°74 ° 0 6 ° o.0 1 op .o o o onp" \ \ a 1.0 FOOTCANDLE / \ Qo ° 0 Go op\•p o ° o p °p.„p °p0 0 0.\" s ° o°0 .00 2.0 FOOTCANDLE \ p 0 by/ ^ b.a 7Qo to 3p p p 4 p b.o o 0 o p / o ° °0 00 ° 0p op _ , o ¢ op \ \\ p a ° odi,p op.c«p a 0 00°"^0 2 0 00 0 o.c °po • \ POLE MOUNTED LIGHTS / 1 ° °ao 0 0.0 0° 0 0 0.0 0 0 0^° °p^0 2z °p o0. 00° 6 °p°p 0p.00 \ °°\ °b 57 0 0 .o .0 ONGoo° 1 \ \\ to ° ° ° c o op o �.0 10 0.0 \ .o 0 o_pV 00 23 o \ \ _ °.o o ACCENT FIXTURE AS MANUFACTURED BY \\ '0 o o '0^ °p \ „ KIM LIGHTING OR EQUAL AS APPROVED BY \\ p o0„0 ° o o° o p 00 0. 9 Go OWNER OR PROJECT ENGINEER \\ ° o ° o op 51/8 \\ t- \\ °0 0 0 0 0 \ DRAWING TITLE �30.2mm) \\ \ °°p p ° .o o °° FIXTURES(2 PER TREE AS SHOWN ON PLAN) \\ �� MODEL:SCARAB KLVL716(BRASS)OR KLVL711(ALUMI NUM) \ \\ \ WATTAGE:I OW,3 LED,3000K \ FINISH COLOR AND MATERIAL:TO BE SELECTED BY OWNER 33/s" OPTIONS:TOTE SELECFELT-AYINCLD BY NER TO INCLUDE ACHIEVE LLO SITE LIGHTING PLAIN n 7 p SOFT D LENS,EFFECT-MAY INCLUDE HEX CELL LOUVERS. \\ / (85.7 mm) `}/8 r SPREAD LENS,PRISMATIC LENS,AND/OR GLARE SHIELD ���_�_ `., \ \ / 54.0 mm) NOTE: \\ \\\ \ \\\\\ EXCEPT FOR THE LIGHTS SHOWN AT \\\ \ \ \\ / o INTERSECTIONS AND PARKING AREAS, \�\\\ \ / \\ 1 DRAWN BYE CHECKED BY: 1/2'NPT THE APPLICANT WILL FURTHER \\ \�/ O Of NE DM M GMS EVALUATE METHODS TO REDUCE \ / \ (� �Y PROJECT N0. DATE LIGHTING LEVELS"'HERE APPROPRIATE _ // \\\ \ ��P��,ART1rySC q9 788 09/17/15 BY REDUCING OR REMOVING FIXTURES t� / \\ ¢r y DRAWING NO. ALONG THE RESIDENTIAL STREETS. TREE UPLIGHTS OB�t69 P�r�� SP-8• \ FESSION NOTES: SL GREEN 1.BOULDERS TO BE PLACED STONE WEIR AT THE DIRECTION OF THE SEED MIX PLANT LIST SEE DETAIL ON CIVIL DRAWING ENVIRONMENTAL MONITOR STONE WEIR KEY BOTANTICAL NAME RATE OF DISTRIBUTION 2.STAKE LOCATION OF RIP-RAP UPLAND AND WETLAND SEED MIXES C) o- SWALES FOR APPROVAL BY SEE DETAIL ON UWS NORTHEAST UPLAND WIL➢LIFE SEED MIX 200 SEEDS PER SO,FT. f• CUX,I° ENGINEER OR ENVIRONMENTAL CIVIL DRAWING MONITOR HAMILTON AVE UWR NORTHEAST UPLAND WIL➢FLOWWER/RESTORATION EROSION MIX 800 SEEDS PER SO,FT. MONITOR (12 BOULDER(TYP) p� °Q 3.LANDSCAPE ALTERNATE L3- (12 REQUIRED) WHITE PLAINS,NY 10601 WRB NORTHEAST WETLAND RUSH/BULRUSH MIX 230 SEEDS PER SQ,FT. WATER °� °_,° s�ypyy � WNW NORTHEAST WETLAND NATIVE WILDFLOWER MIX 50 SEEDS PER SQ,FT. QUALITY,5��`.��'p, DEDUCT BOLDERS p�7"p QUALITY WATE BASIN WFH NORTHEAST WETLAND FOREST HERB MIX 90 SEEDS PER SO,FT. BASIN oV( 3'-4'BOULDER(TYP) WGS NORTHEAST WETLAND GRASS SEED MIX 550 SEEDS PER SO,FT. OO (22 REQUIRED) 3'-4'BOULDE (TYP) RETENTION V (10 REQUIRED) 5'-G'BOULDER(TYP) POND (4 REQUIRED) NOTES RETENTION POND 1-ALL 21 SLOPES TO RECEIVE SOILS STABLILIZATION JUTE MESH 2-ALL WETLAND PLANT MATERIAL AND SEED MIXES SHALL BE SUPPLIED RIP-RAP SWALE BY'SOUTHERN TIER CONSULTING,INC.(716)968-3120 3-CONTRACTOR SHALL PROVIDE A UNIT PRICES FOR HYDROSEEDING W/NORTHEAST MIXES �"„"","",,,,,"11111;;;;;";";;;;';;;❑;' 1, NORTHEAST MIXES : p o J'h; NORTHEAST UPLAND U/ PWILDFLOWER A AR 3 PS EROSION MIX/RESTORATION ',��,�',����'V ♦ � We 500 FB ^ \r e 3 PN ,,��s``�` a 2 GT / 4 = ,,j /// ,,NeFr-1 ASIN/WATER QUALITY BASIN/WETLAND PLANT LIST + —11 GT tiL•Sc Cy 3 MC O Ir AR KEY BOTANTICAL NAME 5 PS ,,,, EEATLAND�TREES B L0N1CA C WEEPING OMMON AWILLOW ME QTY 2 1/2Z3'CAL B&TB ASS SHOWN PACING COMMENTS ♦ x ♦ AR ' AXOD UM I CMUM COMMON BALDCYPRESS 11 2 1/2'-3'CAL B&B AS SHOWN ' 2 GT 3 CR x / ,�� ♦ f ISLAN JP A'T YP. `, 4f.. DECIDUOUS SHRUBS PARK p�I ♦1 r v/ ''; �- --- / CA CLETHRA ALIFOLIA SUMMERSWEET CLETHRA 155 3'-4'HT B&B AS SHOWN FULL,DENSE EXECUTIVE rt111,I1 FULL,DENSE � - / 2 GT ' 4/ CS RHODODENDRON ATAV ENSE HYBRIDS RHODODENDRON HYBRIDS 5WOOD 17 3'-4'HT B&B AS SHOWN FULL,DENSE % / / RYLBROOK NY _n_RHODODENDRON♦ x 11 G1 \ + H / !,,4 '��rfiiP YEELLOW WATER IRIS TO BE RH RHODODENDRON HYBRID NOTE(11/23/15): MP NKEUM PINK HYBRID RHODODENDRON 48 24'-30'ODODENDRON 3'-4'HT B&B FULL,DENSE ' ftw �� `,\ 4 "l SUBSTITUTED WITH JOE PYE WEED PERENNIALS / ,,'�1��A-4�` MARSH MARIGOLD TO BE IP IRIS PSEU1x1aC0RUS YELLOW WATER IRIS SILO QUARTS COOT. t'O.C. / IRV IS VERSICOL BLUE FLAG 3600 QUARTS CUNT. AS SHOWN 4f* SUBSTITUTED WITH NEW ENGLAND Cp AL H ALU MARSH MARIGOLD 480 QUARTS CUNT. 36'O.C. r —LSLAND'B'TYP. r- 2 GT 1LgfiO �I,'4S'4� ASTER EMERGENTS EXISTING V E G E T A T I 0 N♦ I 60 JP r x / �� CX CAREX STRICTA TUSSOCK SEDGE 1200 QUARTS CONT, 15'O.C. 2 YEAR PLANT �2 GT / -AWy 500 FB 3 CC 4�f CXP CARER STRICTA PENDULA ➢ROOPING SEDGE 1400 QUARST CONT, 15'O.C. 2 YEAR PLANT �1 2 G ,/ A JIINCUS EFFUSUS SOFT RUSH 1200 QUARTS COOT. t'O.C. 2 YEAR PLANT fto —2 GT f ` , SV SCIRPUS VALI➢US SOFTSTEM BULRUSH 1800 QUARTS CONT. 2'O.C. 2 YEAR PLANT + x ��, TL TYPHA LATIFOLIA BROAD-LEAVED CATTAIL 1400 PLUGS CONT. 36'O.C. 2 YEAR PLANT ISLISLAND TYr^^. 9 PI" \ 2 AR � NL Nl1PHAR LUTEA YELLOW WATER LILY 500 PLUGS CONT. 36'O.C. 2 YEAR PLANT -- 2 GT 3 CR ���,, + 10 GT x\ —2 GT / x 2 GT 9 PIP ,,e4 x- —2 GT x 2 GT // 2 GT , � LIGHTING LEGEND 1 x 2 GT / x ,,4ff 45 JPI x 2 GT / —2 GT 30 JP / ` x 2 GT 200 CS ,*�,, ,, SYMBOL TYPE DESCRIPTION NOTE(11/23/15): / / 11 GT , NORTHEAST UPLAND WILDLIFE SE DISTURBANCE TO EXTEND TO NEW LIMIT '�j' 1�220 JP �J\� ��l��� x `\ 2 GT // / 30 JP 2 GT 1+R ,',',,�, SA PARKING LOT LIGHT DOUBLE FIXTURE /—2 GT / x x 2 GT f4l* 3 MAGNUDISC II-DM-F-G-250H-1 �+ 1 2 GT / x / O x 2 GT x x 40, MOUNTING HEIGHT-20'-0" 3 PN �2 GT/ x / � x x �/ 2 GT URE *,,,, -m SB MOUNTING LOT LIGHT TFS202 o HINGLE IX1 �� ........ /�3 PS / 11 G ,�� ........ // `X\ �2 GT j 2 GT -��',�L • SC PEDESTMAGNUDISC 11IAN-DLE M-F-FT 250H 1LL / , \ frX / X r 2 GT - : MOUNTING HEIGHT-14'-O" �N I r--5 PN / l _ HYDREL NORTHEAST UPLAND WATER 45 JP ` \ x x` /1 / 2 GT : SD TREE SERIES PLIGHT//MH 70/120/TSP/34/RGA-91 WILDLIFE SEED MIX SEE DRAWING 4.0,SITE QUALITY BASIN. x / ` ' LANDSCAPE PLAN-OVERALL - _ / ® SE BUILDING UPLIGHT/HYDREL 1 AR - \���\ - : 9100 SERIES A/MH 100/120/WW/WWL-91 NORTHEAST WETLAND �; AR ; FOR PLANTING IN THIS AREA x 2 GT FOREST HERB MIX / �� 3 CK 2 G7 c \ x �� r / : ♦ SF FEATURE100SERIES LIA/M/H 1000/120/WW/GSA-91 '� £ntro 2 GT l ♦ SG SIGNAGE LIGHT/HYDREL I', \ 55 JP nCe O / 2 GT x x / : 9100 SERIES A/MH 100/120/WW/RGA-91 "• tI 1\ / \ 2 GT • SH BOLLARD LIGHT/LOUIS POULSEN 7RC,7RR,6RH —2 GT ♦ CAT.#ORB-617-GREY 2 GT j Of �, 4 OIy / 10 GT x ' er 4e� % NOTES, 5 C SA �� e�c / 2 GT ♦ 1.FOR LIGHTING AT BUILDING ENTRIES x 2 GT + : SEE DRAWING L-101 lU► / 2.FOR LIGHTING @ SIGNAGE L AR 6 Ce / X -2 GT ` 2 MI SEE L-602 + 4R/�,'-`+ `AR \�`~ 3 SEE L PLANTING DETAILS 12 GT / 1 MPFP LLC EXISTING BROOK �� G 1 SA o, 55 JP \� l S££ 7�102 j : ■ ■ NORTHEAST WETLAND O + / �� ♦ LANDSCAPE ARCH FLECI URE& GRASS SEED MIX � x / \ / 1-2 CT T60 FB 7 ,9RR,9RH / ,�� \ T j \\12 GT / / / ♦ Offi/WM22 ISLANDS[TOTAL URBAN DESIGN 2 G / x •j ISLAND TYPE'A' 41 EAST 11 STREET 3 FL. ' / �� / 45 JP 60 JP PER ISLAND NEW YGRK,NY 10003 SA +n PLANTING WITHIN / CA 1 T 10 ISLANDS TOTAL 212-477-6366 TD+ / y ��_�� x 3 PN ISLAND TYPE'B' 212-477-6548(FAX) .. .. �+ (p �+ �+ NORTHEAST UPLA D �I STORIVIWATER BASINS 2 PN + EROSION ME/RE ORATION \ t ^\ x 55 2 GT 5 JP - 155 CS 4 . / / T JP I ♦♦ .. ,.�J��/ 5 JP 12RC.9RR,9RH--�GT 2--: --�<- ,_`' .. ,,'.,...♦ 2 TD / - .... , , ,,,, / 2 GT x 3 MC + �� ', ... / 4 Q� ISLAND TYPE'C' 220 JP PER ISLAND rP TD .. .. .. , 8 ISLANDS TOTAL 1000 TL ,�Li� 2 AR 2 GT LAWN >)1•.•. ... ... 1800 IRV ' p'r WATER QUALITY BASIN ;` NOTES FOR PLANT QUANTITIES ON ALL OTHER NORTHEAST WETLAND TIl. - ' -... PARKING ISLANDS SEE PLAN RUSH/BULRUSH MIX .... TD ,14f 1 MS ,' .... r� 400 TL + �' 1400 CXP RETENTION POND / NORTHEAST UPLAND ����� TD / NOTE 11/23/15 1400 IP E I0D100 M R/RESTORATION +. SA / 3 CK NORTHEAST UPLAND WILDLIFE 1800 IRV R SA 1 5 SEED MIX TO EXTEND TO NEW LIMIT NORTHEAST WETLAND � / + -- NATIVE WILDFLOWER MIX ,// O OF DISTURBANCE �o. + � 3 CK EXISTING VEGETATI❑N EQ EQ 1 S4 .......... 2 SA NORTHEAST WETLAND GRASS/FORB MIX + ISLAND ... 1200 CX 1 D + 7RC,7RR,11RH + 1 SA 500 NIL 7RC,SRR,SRH. NORTHEAST WETLAND Li NORTHEAST WETLAND TMIXND SA 1 A GRASS SEED MIX + 3'FROM BACK OF CURB .� + NORTHEAST WETLAND 1800 IP TD STREAM W/FLAT ROCK FOREST HERB MIX w 7RC,5RR,4R O+ WILDLIFE NORTHEAST UPLAND A IX 15' 15' 1 SA L SA TYPICAL LIGHT LOCATION PLAN ON ISLANDS 1800 SV 1200 JE TRAIL MULCH TYPICAL LIGHT POST&TREE LOCATION ALTERNATE NOTES PATH FOR PEDESTRIAN/ROADWAY POLE LIGHTS 1.ALTERNATE#1�PROVIDE AN ALTERNATE PRICE FOR PLANT MATERIAL AS NOTED IN THE ALTERNATE COLUMN. 1 ISSUED FOR PRICING 5-25-07 PLANT LIST TREE PLANT LIST A. REVISIONS DATE KEY BOTANTICAL NAME COMMON NAME QTY BASE BID SIZE ALT BID SIZE ROOT SPACING COMMENTS KEY BOTANTICAL NAME COMMON NAME QTY BASE BID SIZE ALT BID SIZE ROOT SPACING COMMENTS N O T E S SHRUBS MAJOR TREES AZ AZALEA'ROSEBULD' PINK EVERGREEN AZALEA 46 5GAL AS SHOWN AR ACER RUBRUM RED MAPLE 15 2 1/2'-TCAL B&B AS SHOWN STRAIGHT TRUNKS,MATCHED SPECIMENS ISSUE DATE AH AZALEA HIND-CRIMSON RED EVERGREEN AZALEA 143 5GAL 3'O.C. GT GLEDITSIA TRIACANTHOS VAR, HALKA HONEYLOCUST 193 2 1/2'-TCAL B&B AS SHOWN STRAIGHT TRUNKS,MATCHED SPECIMENS RP RHODODENDRON'PJM' PJM RHODODENDRON 14 5GAL. AS SHOWN PINK MS MAGNOLIA SOULANGIANA SAUCER MAGNOLIA 6 14-16'HT. 16'-18'HT B&B AS SHOWN 3 STEMS PER TREE DRAWING TITLE 1,PLANTING HOLES SHALL BE AT LEAST TWICE THE DIAMETER OF THE ROOTBALL, RM RHODODENDON MAXIMUM RHODODENDRON MAXIMUM 32 5GAL. AS SHOWN QUERCUS PALUSTRIS PIN OAK 4 2 1/2'-TCAL 4'-4 1/2'CAL B&B AS SHOWN CH COTONEASTER HORIZONTALIS ROCK COTONEASTER 122 5GAL. WIRE. TC TILIA CORDATA LITTLE LEAF LINDEN 0 2 1/2'-TCAL 4'-4 1/2'CAL B&B AS SHOWN STRAIGHT TRUNKS,MATCHED SPECIMENS 2,ALL ROOT BALLS SHALL BE PLACED ON UNDISTURBED EARTH OR ON A PEDESTAL OF COMPACTED JP JUNIPERUS CHINENSIS'PARSON[[' PARSONS JUNIPER 3570 18'-24' l8'0.C. PC PRUNUS ZECASIFERA PURPLELEAF PLUM 20 2 1/2'-TCAL 4'-4 1/2'CAL B&B AS SHOWN SOIL.THE CROWN OF THE ROOT BALL SHALL BE SET AT THE SAME LEVEL AS THE NURSERY, FB FORSYTHIA VIRIDISSIMA BRONXENSIS BRONX GREENSTEM FORSYTHIA 3160 18'-24'HT B&B AS SHOWN FULL DENSE KP KOELREUTERIA PANICULATA GOLDEN RAIN TREE 11 2 1/2'-TCAL 4'-4 1/2'CAL B&B AS SHOWN PLANTING,LIGHTING TM TAXUS MEDIA HICKSI HICKS YEW 259 18'-24' B&B AS SHOWN FULL,DENSE BF PYRUS CALLERYANA'CAPITAL' 'CAPITAL'PEAR 10 2 1/2'-TCAL 4'-4 1/2'CAL B&B AS SHOWN 1 L 1 1 11 , 3,BURLAP SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL,ALL NON-BIODEGRADABLE PE PENNISETUM ALOPECURODES CHINESE FOUNTAIN GRASS 33 1 GAL. CONT.12'O.C. MINOR TREES �T MATERIAL SHALL BE REMOVED COMPLETELY FROM THE ROOTBALL,ALL TIES SHALL BE REMOVED FROM MISC MISCANTHUS SINENESIS'GRACILLIMUS' MAIDEN GRASS 27 QUARTS CONT. 36'O.C. CC CERCIS CANADENSIS RED BUD 8 IT-18'HT B&B AS SHOWN SPECIMEN WETLAND MITIGATION THE TRUNK/STEMS OF THE PLANT. MIS MISCANTHUS SINENESIS VARIEGATUS VERIEGATED JAPANESE SILVER GRASS QUARTS CONT. 36'O.C. BN BETULA NIGRA'HERITAGE' RIVER BIRCH 32 15'-18'HT B&B AS SHOWN 3 STEM MIN,3'CALIPER PER STEM MIN. BK BUXUS MICROPHYLLA KOREANA KOREAN LITTLE LEAF BOXWOOD 30 2 GAL. BP BETULA PLATYPHILLA JAPANICA JAPANESE WHITE BIRCH IT-18'HT B&B AS SHOWN 3 STEM MIN,2'CALIPER PER STEM MIN. PLAN T 4.BACKFILL SHOULD CONSIST OF A MINIMUM OF 50/OF THE ORIGINAL SOIL EXCAVATED FROM THE JH JUNIPERUS HORIZONTALIS'WILTONIF BLUE RUG JUNIPER 340 18'-24' CONT.18'0.C. CK CORNUS KOUSA CHINENSIS WHITE FLOWERING DOGWOOD 2 1/2'-3'CAL B&B AS SHOWN MATCHED SPECIMENS L N PLANTING HOLE,UNLESS THE CONDITIONS OF THE EXCAVATED MATERIAL WARRANT REPLACMENT OR PM PINUS MUGO TUMILO' DWARF MUGO PINE 6 15'-18' CR CORNUS KOUSA ROSABELLA ROSABELLA DOGWOOD 9 2 1/2'-3'CAL B&B AS SHOWN MATCHED SPECIMENS AMMENDMENTS. EF EUONYMUS FORTUMEI'COLORATUS' PURPLE WINTER CREEPER 145 2'-2 1/2' 8'O.C. MI MALLS INDIAN MAGIC CRAB APPLE 2 2 1/2'-3'CAL B&B AS SHOWN MATCHED SPECIMENS RC RHODODENDRON CATAWBIENSE HYBRIDS RHODODENDRON HYBRIDS 5 3'-4'HT B&B AS SHOWN MC MALLS ATROSANGUINEA CARMINE CRAB APPLE 6 2 1/2'-3'CAL B&B AS SHOWN MATCH EXISTING SPECIMENS 5,PEAT MOSS IS NOT RECOMMENDED FOR USE AS MULCH OR AS SOIL AMENDMENT, RH RHODODENDRON HYBRID PINK PINK HYBRID RHODODENDRON 10 24'-30' B&B AS SHOWN PY PRUNUS YEDOENSIS YOSHINO CHERRY 12 2 1/2'-TCAL B&B AS SHOWN MATCHED SPECIMENS PK PRUNUS KWANZAN KWANZAN CHERRY 2 1/2'-T AL B&B AS SHOWN MATCHED SPECIMENS DRAWN BY CHECKED BY 6.THREE INCHES OF MULCH SHALL BE SPREAD OVER THE PLANTING HOLE, PLANT LIST GROUNDCOVER&VINES AL AMELANCHIER CANADENSIS SERVICE BERRY 1 2 112'-3'CAL B&B AS SHOWN MULCH SHOULD BE KEPT AWAY FROM THE TRUNKS OF TREES. LS LIRDPE lPlDTA'VARIGATED' VARIGATED LILY TURF SOS CONT. 12'O.C. EVERGREEN TREES KEY BOTANTICAL NAME COMMON NAME QTY BID SIZE SPACING COMMENTS LM LIRI6PE SPICATA'MONROE WHITE' LILY TURF 1040 CONT. 12'O.C. PN PIOUS NIGRA AUSTRIAN PINE 3 6'-7'HT B&B AS SHOWN SG RP ANNUALS/PERENNIALS VI VINCA MINOR VINCA 16211 YP0T CONT.8'O.C. PS PINUS STROBUS WHITE PINE 44 6'-7'HT B&B AS SHOWN 7.TREES SHOULD NOT BE STAKED UNLESS ABSOLUTELY NECESSARY.IF TREES ARE TO BE STAKED,GUY CC CHRYSANTHEMUM SPECIES 'YELLOW'CHRYSANTHEMUM 97 1 GAL 12'O.C. ANNUALS/PERENNIALS PA PICEA ABIES NORWAY SPRUCE 6 6`7'HT B&B AS SHOWN PROJECT NO. SCALE 1 = 50' WIRES SHOULD BE LEFT LOOSE TO ALLOW FOR NATURAL SWAY,STAKES AND WIRES SHOULD BE CP CHRYSANTHEMUM SPECIES 'PINK'CHRYSANTHEMUM 93 1 GAL. 12'O.C. SV SALVIA VERTICILLATA'PURPLE RAIN' PURPLE RAIN 519 6'POT 18,O.C. PP PICEA PUNGENS COLORADO BLUE SPRUCE 36 14'-16'HT B&B AS SHOWN IZA1 REMOVED FROM TREES AFTER ONE GROWING SEASON. MA MUSCARI ARMENIACUM GRAPE HYACINTH 150 FLATS 4'O.C. HO HOSTA TATTOO'PPAF' 'TATTOO'HOSTA 3 6'POT AS SHOWN CN CHAMAECYPARIS NOOTKATENSIS PEDULA WEEPING ALASKAN CEDAR 8 16'-18'HT B&B AS SHOWN OR ORNAMENTAL KALE ROSE BOUQUET ORNAMENTAL KALE 102 1 GAL. 12'O.C. LA LAVENDULA ANGUSTIFOLIA LAVENDER 242 1 GAL. 12'O.C. CA CEDRUS ATLANTICA GLAUCA PENDULA WEEPING BLUE CEDAR 2 12'-14'HT 16'-18'HT B&B AS SHOWN 8.UNLESS SPECIFICALLY REQUIRED,TREE WRAPPING SHOULD BE REMOVED AFTER PLANTING. OW ORNAMENTAL KALE WHITE X-MAS ORNAMENTAL KALE B8 1 GAL. 12,O.C. CO COREOPSIS X'MOONBEAM' 'MOONBEAM'COREOPSIS 80 6'POT 12'O.C. CY CRYPTOMERIA JAPONICA 'YOSHINO'CRYPTOMERIA 1 12'-14'HT 16'-18'HT B&B AS SHOWN DRAWING NO. RB RUDBECKIA HIRTA GLORIOSA DAISY BLACK EYE SUSAN 130 1 GAL. 12'O.C. PB PETUNIA TRIMETIME'BLUE HYBRID HYBRID BLUE PETUNIA FLATS 8'O.C. 9.ONLY DEAD BRANCHES SHALL BE PRUNED AT THE TIME OF PLANTING. SD SEDUM SPECTABILE'AUTUMN JOY' SEDUM'AUTUMN JOY' 30 1 GAL. 18,O.C. IM 'ACCENT LILAC'IMPATIENS HYBRID LILAC IMPATIENS FLATS JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6 12`14'HT 16'-18'HT B&B AS SHOWN TG TULIPA GOLDEN EMPEROR 'YELLOW'FOSTER[ANA TULIP 130 TOP B'O.0 SPECIMEN TREES TR,TU TULIPA RED EMPEROR 'RED'FOSTERIANA TULIP 150 TOP B'O.0 DA 3430 L-02 TW TULIPA WHITEEMPEROR 'WHITE'FOSTERIANA TULIP 25 TOP 8'O.0 RS PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 1GAL FAGUS GRANDIFLORA PENDULA WEEPING EUROPEAN BEECH 1 4 1/2'CAL 6'1/2-7'CAL B&B AS SHOWN SPECIMEN