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HomeMy WebLinkAboutMisc. Plansb- ZONING TABLE Requirement: Required / Permitted Current Approval Proposed Comments Sec: 250-27 (0B-1 District) Amendment LIJ glig "SAI[L o Minimum Lt Size: 15 acres 31.56 acres 31. A X 31 *0 Minimum Horizontal Circle Diameter: 500 feet 940 feet 941 N 4 A, Maximum Floor Area Ratio: 0.300 0.261 0. 4 -A • Total Floor Area: Entire Site 1)033)260 S.F. 900)000 S.F. 8211 4 4 N Ph ase Three Building 360000 360)000 S.F. A!7 ON Minimum Frontage: 500 feet 1807 feet 18i IN 3us ism• Minimum ® Dimensions: - From Street Lines 200 feet Over 200 feet Ov - From All Other Property Lines 100 feet 100 feet 104• - Parking Setbacks 100 feet 100 Feet i0l - Interior Road Setbacks 60 feet 60 feet 101 Im A Maximum Height of Building: Sites Over 30 Acres - Stories Four Three Fo 1, rr 0 A - Height Above Average Grade 50.0 feet 41.0 feet 14 Average Grade At Building Entrance As Per Site Plan 301.00 3 0 —7- au A It oil, Parapet Height (Roof Screen) 5.0 feet N/A 9.2 -�4"c 11 IN jr, 7, Maximum Gross Land Coverage: 60.0% 51.6% 49. A -L5 'A Minimum Usable Open Space: None N/A NI e'� A 0 -Street Parking Spaces ff iy - Buildings Over 75,000 S.F. GFA 5.0 per 1,000 S.F. GFA 4.0 per 1,000 S.F. GFA 4.0 % - Total Required 1800 Spaces 1,453 Spaces I)l Mandatory Off -Street Loading Space None 4 2 (1) Existing Phase Two Building was previously approved at 60'-0". (2) As measured from 50.0 above grade plus 5.0 feet of allowed parapet, or 55.0' above grade (3) Previously Approved at 4.0/1,000 NOTE: Drawings S-1.1, S-2.0, S-3.01 S-6.2, L-02, WM-1, including Architectural drawings A-100, A-301 represents the Site Plan approval documents. Approved by Resolution dated December 14, 2010 of the Board of Trustees of the Village of Rye Brook, subject to all requirements and conditions of said Resolution. n L. Feinstein, Mayor 1// ate DELBELLO) DONNELLAN) WEINGARTEN, TARTAGLIA, WISE & WIEDERKEHR, LLP . rton A g venue One North Lexm White Plains, New York 10601 Phone: (914) 681-0200 Fax: (914) 684-0288 FMA 1: J$J 1XIA11 MJVJ M CANNON, NEW YORK 51 East 42nd Street New York, New York 10017 Phone: (212) 972-9800 Fax: (212) 972-9191 W11-n� r �S I �11 � Ali O-11411TO L 225 BROADHOLLOW ROAD MELVILLE, N.Y. 11747 516694-6900 MPFP LLC 41 East I 1th Street New York, New York 10003 Phone.- (212) 477-6366 Fax: (212) 477-6548 AEV JOHN COLLINS ENGINEERS, P.C. 11 Bradhurst Avenue Hawthorne, New York 10532 Phone: (914) 347-7500 Fax: (914) 347-7266 SITE DivNEY * TUNG * SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Ar,;hitecture .914 428 0010 Environmental Services 914 428 0617 FAX Project Management i .01 N N LA� DETENTION BASIN (WET EXTENDE4' \ 1, 0 �% PHASE 3 (FF Elev. 301 .00) W19LI16 10 4 R- 00 225 BRAD H AD L W MELVILLE, N.Y. 11747 5 -6-94-69"00 Al 0 A . -K 2 P ASE \A 0 N TF Eltv. 333.." Vx- PAR K RY RR NEWY it - V 11b D wx ww, \0\ Divney rung Sch"AW, UP planning One Borth Broadway Engineering • While Plains, NY 10601 Landsc4pe ArctWacutrs 0 G 914 428. 0010 Environments/ Services 914 428 0017 FAX Project Management 00 11-10 00 - 0 00 -9k 51 East 42nd Street 9k New York, New York 10017 RR (22) 972—$800 # ti (D Cl& URBAN DESIGN ARC 40 SE I G 4l EASF I I S1 M— - T 3 F.L. to • 477 No-,M . 1, 2, 3) Z�2-477-654 (FAV a Ark,\, TF Elev. 316. wo V 12/09/10 Village Engineer Comments Q * R°�,� � ° e �°. � '� � 112/11/00 To fg2gt 6f.?ye Brook 000 'For Pln-d'2! -Ore, 2-1 /- 00 J t8dl Fw C22!nLotion O&M VAG" Of +RR 4 ipP� A E Consultant Cornrnents: + 071-18/00 - isw_ed, To., hills of Rye, Brook 40xats,s c G ENtMr!n- Consultant. Of a X 06/1,3/L0- 2��. Etevtotiorv. a N.O. DATE REVISION + *A' + + I + 4tt e * IN7 ✓ F A NOTE: This drawing comprised In part of translated computer files from the following Consultants: IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK Topographic Survey: 98161fl.dwq & 98161f2.dwq from GEOMAPS Internatlonal dated 0417/98. STATE EDUCATION LAW FOR ANY PERSON TO ALTER PropertyA.Itility Survey*. rackson$.dwg from SUNNEY ASSOCIATES dated 0"&SS. THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS Building: RepFogrd.dwg, RopFzlst.dwg, Repzbsmi.dwg from CANNON dated 0529F0WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK0. STATE LICENSED LAND SURVEYOR OR ENGINEER IN Landscape: X—landsc.dwg from MPFP LLC dated 052"0. ACCORDANCE WITH SECTION 7209 (2). ARTICLE 130, NEW YORK STATE EDUCATION LAW. 109 0 FAI WOMAN 0- WOMMINS- 1310 Approved by Resolution dated December 14, 2010 K-E(";"KS0N EXECUTIVE of the Board of Trustees of the Village of Rye Brook, subject to all requirements and conditions of said PARK Resolution. RYE BROOK, NEW YORK DRAWING TITLE ip,in L. Feinstein, Mayor Date IN OVERALL SITE PLAN (Amended) DRAWN BY RC SHEET NO. DATE 05%IR100 0 so 100 200 300 400 SCALE 1"=100' PROJECT NUMBER P0473 DESIGN BY wic I I I p , , I I I I I .." __ I I *. ­ \ , - I . I I ­ I � I -1 I , , � , - ­_1 � , I I J - I - - - � � w I ,,, .� I � I , , -_ I � . � - 1111�_ 'i , - I - � ,-�;,,i-�f9­,�_��-, ��: � ! : / � / I I , '. /, \\ " - , 11 11 i �_ I ,,, � , - I ��,­ I I , - ,- - I, ,- I - � � � f � , , - I _ ,�, I 1, � , I I I -- . , � I - , , - I I _ I , I I I � I _<1- , � \ \ \ , I � 1, ,") ,�, - - - , _, , �� `\ , I 11� � 11 I I I I "" 11 ­ - 1'� I I I � I � I , � , , . I % �, I \ \,�,,,,, _ - - I .� il "-,-- , __ I , � , � I I I - I I I I ,- - 11 i��,,� �, - - I , I 11 - , " ,_�,� I I I �, ,__ �� , , � -5 __, � -, , - , . 1,_ - ­_ s , I . 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ALL BACKFILLING AND COMPACTION OPERATIONS SHALL BE CERTIFIED __; I 1/\ A`�, , - I I, I /"' :� ,, ­ _-,_,�� , I - , ................ � i � -1 . ,..t� I `\ I � , -APPROXIMATE - �� "'� - � �_ 11 I _%, 11� �� I , � � . ,_ ,�� - . . � I �­,� . �- \0, ,\ ,4� , I " - I �� ��,) LOCATION OF ­­� "I 11 - -1 _­ - ­� 11 I ,_ -, I I I I - -1 11 11 , 1 I" � :,� � I ­,_ - "Ill I . I I ___'111 i"', \ - � - , ,,. (- '�,­ . . I . % , -� I 11 I , - ', - A� 11 6 � , I", �� - � - I I � , 11 11�1_1__��, - -�,- 77� �, I - "_ I- I t ,�, I \ C , ,��,,_,', �k �� - - - ., I " " -_ . 1, / % �,, , \ \`� I ,,,, ANDONED EXIST. ELECTRI ,,- - �', - I , " I I 1� I I'll, I - \ � b 11 I t I , I tp, \ �\ , -, ­1 __,;�`� 1, 1� I - " I ��­ - �, � � , .. .. BY A LICENSED GEOTECHNICAL ENGINEER. \ .,! , \ , ,_, 1 , I _�, , ,_ _ � - ,- "I ­ . _ I , I - I I - -, I -1 - - I - ­ , , . I \ I / % ", ­`­ SERVICE LINE. , - 11 I I 11 - _ I - I , -1 11 � (� ,_-- - " - - - , I I I - � . .. .. 11 I , ,,, �� - - - " �, - " I �,_ - , _� 11 1, I I ,,,, I - I - ­1 , , \ _,"_ � � - �:��_ -, - - --) \� ­1 I I , �,, 11 I I I - - � - - _� I . . �� ,� - � - I I - / . 1, `��__�­ � I �� - I I - I \ \ - �,;,.__- 1� - , , - _t5__ - " \ I "/": 2. WATER QUALITY BASINS AND DETENTION BASIN SHALL BE REGULARLY 0"" - ,_��,,­�, <, �_ 1�'11 w­ ,, � ­ I I 11 I - _ I I \ , I` , ,� _'1_1 _­ � I " , �­' � I '�­- / �� � _'�, .�� _\ *. \ \\\,, - --, _�`� , I -­, �' , 1% , I ', I _11 I -1 - I 1, � - _ �,� . , - , - I I ­ I I -1, � I 11 11 ,�� , .� �­ , I - I I , , , _ _<,�­ i � -, t;��`,�,,d ,­\ , , , _1 �� - I I - - "I " - ;­ -� i"\'' "I " � - - C ��, I �­ , \ I y "I � � - "I ­ .. * � , - 1- ;� ,�� � ,�:�r� _,�'r -�,, - , �,� - - ­ �/ �! - ',� 'I, � , � ", \ ­_­ ­­_, �_ '� % . . . I ��"- , , \ * I ,/ �,�, I I I - - I , ­ _ , ,,� . . I.- I . . 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" "\ ,- __'_ I- - ­ -, - 1� � __­ , - " ,.",_ --- ­:� ­ I 1_1�1 � - I __ - , - , , ,�,,�. � ___ "-, �, - " I ­_­_ __ I _ _\ " I I - , " I 11 \ -_ - 11 'X- - - �_, __, - _­ �! I * .\ - � I - � - - I - .- - -_ �, �, �-`� `­_1 11,17111 �,� --- �11, I ,,, ,\ ., G) , , __�, , - - " -_ � - - - R 288.:i6 , ,,O� 3. DUE TO PRESENCE OF SURFACE WATER SEEPAGE, UNDERDRAINS SHALL . / I , - � � - � - ", -- 'I'l-\ . , 1\ I - -1-1­1­ � �, ,�. _11 , , -, I— , - � I - , , - - - I --- _­_ i,'/ 0 1 � `11 "_ -- - _1___7_- � - ,- - I I I � * �� \ I- -- " 1 -7- � __1 , I , " I:- * ­ � I -1 I , , - I , - " - - , , � - - �,� - _� � , , - " _-, =�', ,- ­� 1: � - r,-, -1 - . 'i � --- !2�. 1, .. ��,� � -1 - - �, I 1P , -- __ __ - , 1\ IF, -1 - , ­ � '�___, � 1___`_' ,,I ,,-,,,, ,_ '� ------ 32 ­ _�_ " - , . I , _i) - I .. 7, _�, , - ;� �,�_,,�_� - _", - , ­1 �N_11 I - �_ 11 � I I _�, , � . .... . . \,�`-_ 1285.05 - ,, - � � , � -\, \ ., - , 1284.55 1 1 , - , / "I - - \ I " - 1, -, �__ #' "I , "' ", \' � �� " " . I . � ' , , - -r-, -, , ,1 __ �' �� __ "' - - - " " ­,_ I � , -, - I - ��,�_ , � � � "I � , - . 11 ". 31 - - - -- _ - ,-\ __, - - , - �� �,_ I . I I -- ' , '' I 11 I - - \ I _ '. - / " I , ; ) 1�1 ­ ­ - ,�_ ,- -"- � , , I , , ____ , I - , 1�1 - 11 \�', - I :­ ; ;�', -, ,% �­ - - 11 � , - � �_,_) 1, " - , I -, , _;�_ - ,- � I ­ - 11 ­ , - , i , , SPOILS AR *. ! ,,, - ,- - , � z I ��-, - ,\� I I � , ��­, 3)" 1� ______� 'I, �� �'­ -, I _� 1273.13(36" , , I \ I " 11 I - -_ t " 0 - - I , � i�­, . -11 - � C - ��, , I I "I ---- I , . ,__�� , I -, I , I ­ - I - __ - - 11 � ,� - _�__ , ) .1 �1'111 , I -- - ------ -- -- ­ ,�� - - - � - - - b� ' . _' � *. - - IQ - ,,� --' __ \ --' 11 I " � � - ., -, � - �, , \ - � - - - 11 ­�� - �' , �, \ "'�11 � - , I , . FROM ORGANIC - vl� - _` 1-1 - __ _11 �11 %�,,�, � I - _� � ,� � - -;��'­ I ��, _�,�, � 1� , ,_,,.�­ � � _____� ---------- ,-,, ,�7­,ExikT01,1, � I \,\ , � �P- 4. SPOILS AREA SHALL CONSIST OF CLEAN MATERIAL FREE -5.1. \ ,�: - _ _ - , - , - I I - I �� ", ­ , ,,�-� n-;�,--­ -� �1/ , , , � '' 1 ��1251:' , BE FIELD LOCATED AS REQUIRED. SEE DETAIL NO. I 1, SHEET S " \\ � - _�__, ,., , . 11 _ , , \ �� (� ,� � t I . , � I (Se?6'A161&'4'Be1ow)) T7 0 - 1, , 11 � - I ­�; - - ,, ­ - \ - " _�, -1 �,�__ , V ­�;V, " � �, .,7 - - -, , ", I I I',, - - I ��,i ­� _�� "' - , - � .� �� ,�, . - 10P I \ *1 - 1, , , _ 11 I � - __ - _11,. I �, -1 , - \ , -, - - _ I 111� ) RELOCATE ---,\ ­i , ,�', i �` - �,� I - - - _\ - " - I . -1 �, . . ", _� - - � ,, " ­_ .1 , , - ,� ''. ­,��,;i�, _!�­ " ;;,�, I/ 1, � �', �, , ,--- DMH 2 , \ � - Irt \ �, �,, � / . I � - - , � , I I . 1 11 � , I ,� A - " 17:11 , �-� ,1% ,�� -- - , ,�, I � . _­1 . I " \ �� - � , � " ..� " � , ,� - ... 11 - 1� . I I __ EXISTING �� J " X , _\� . , - 1__ - - , _ - - MATTER, LARGE BOULDERS AND TOPSOIL. , _­ \ \ �\, - ", I -_ ,\ V �_ � __ I - _-, , � , , 11 - -�­,;� A " / , , - : R 288.10 z I , I - I I—_ 1­ - , .1 � ,,, � I " /I , - -1 �, \, I _ , , � I � C, - _-,�,� � �� )�Woi; Lk'), V\ �� � ­ , _'. 11�' ', �, ­___ I I ""I ­ - ,_ I -_ _ - - - , "I , I U, - 11 4- � 1,� \ \ -, ­ , I�D 1, � � - / - 11 \ I - - 6 I ", , - * * , � � - - I I HYDRANT .- � � , , i�� - - - ��­ - - - , A16 �� �� ,,,, - - , �� I , � I I I " \ , , , �, , _0 I I , _ - - \ '-\ "I i" ­', -, AI ',, - 0 �� - I , I '' � 1. � - __­ - , __ � I . 0 '') � " / � ��-,� I \�, , � I , - I ;;�Z�_ " 1�\, 2 12­�, _, 11 \ � \� �� I , , - il _ I "I 10 - ,�,, -, � _ ­;_�� - - , - - ,� 1 , ,�� ) � __ �",\ �_11 I " , ,.;-� 1-1 _�, I _ ,Z,�� -, --- -- 11 , I I , . 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Flood Insurance Rate Ma " _,__ ___ I 1'__.., : I t � _� / , : _�� - - ____ , - '', -, �� I 'i ", ( I - �, - Community Panel No, 36E930 --- - _-_1___..7_ ; 1i D i " I \: � , "�,___ , I I , \,�',, __ 11 1� 1 11, - - - - ", I o') -, -_ ­ _­, �\,,.­, , _h �­ � � Map Number 36119CO287F ­��, --- ­_ \ �Ir"\ -, � I \ I J \ 1, , I � - I I - ,: ­1 I I - , , 11 I \, , ) . - , � � - September 28, 2007 1 ___�_, ",_110 " � , __ 11 . � I � � I � i . 1po 11VA gidura '5110mrocr, I II I I MMCEOUS PLANTS Shamrock Inkberry 11 � I .;)v -110 I 36 o.c. D*13 or Container, dense, hal I I I an Aster novae-angliae New England Aster , I quart 12" o.c. Container I so Astilbe chinensis 'Pumila' I I I Chinese Astilbe I I I quart , I 12" o.c. I I Container cs � Carex stricta Tussock Sedge I quart ' 12" o.c. I Container cv I I I Carex vulpinoideal "I I Fox Sedge I I quart I 12" o.c. I Container mf I I I I Monarda fistulosa Wild Bergamot I I I quart ; I 12" o.c. G%tainer os I Onoclea sensibilis - I I Sensifive Fern I I quart t� o.c. Container I 11 � I - I ' I oc; Osmunda cinnamonea Cinnamon Fem 1 quart � 12" o.c. Container I I I . 11 I 11 I I I I '' I I I ' i - , N pv Panicum virgaturn 'Heavy Metal' 'Heavy Metal Switchgrass 1 quart 12" o.c. Container I rh Rudbeckia hirta I Black-eyed Susan I quart ' 12" o.c. Container I / z___ __­1 I I I I I I I I � IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK / 0 25 50 100 150 200 NOTES: I : STATE EDUCATION LAW FOR ANY PERSON TO ALTER I/ I I I I THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS i I ; � I - Beds shall receive 2" shredded cedar bark mulch unless otherwise noted'. I I � I I � WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK i I I I I - I I 11 I - All new or disturbed lawn areas shall receive seed mix to match existing campus lawn areas. I STATE LICENSED LAND SURVEYOR OR ENGINEER IN \ i 7i i 7 "I 11 __11111 11 I ''I I - I Contractor shall review plant layo I ut with I I - andscape arch I itect. I Ou - arytities shal I I I be based on spac I Ing and available I � ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, 1 ) I I I 11 NEW YORK STATE EDUCATION LAW. i / i / I I I I � I I planting area. � I � 0 11 ,- ___L__,1_ I I J - I , ; I I I 11 - 1�, , � 1 I �, I I I � I : , � ; _- " I r-i I � 0"M, RECKSON ASSOCIATES RECKSON CONSTRUCTION. GROUP 225 BROAD HOLLOW ROAD MELVILLE, N.Y. 11747 516 -694- -6900 I EXECUTIVE PARK RYE BROOK, NEW YORK I DivNEY * TuNG * SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management ______ ___ __ ---------,--- -7�1 Ec,s+ '_rd �+reet New York, New York. "0017 1 (212) 972-9800 MPFP LLC LANDSCAPE ARCHITECTURE & URBAN DESIGN 41 EAST I I STREET 3 FL. NEW YORK, NY 10003 212-477-6366 212-477-6548 (FAX) __ ________�_______ - 01/28/11 Conditions of Resolution 14-1 U�/ IU . ­ ,e Engineer Comments 12/11/00 Issued To Village of R e -_ --- For Final Signature. _� - Issued For Construction. 08/)9/00 V of Rye Brook ____ _�� � _YjLloAe Engineering Consultant Comments. 07/18/00 Issued To Village of Rye Brook Engineering Consultant. NO. DATE REVISION THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION. F � 9 L - - IV * _IV, I- li� W W ail 0 M - O'n. .pcl ) I SFAL PRO IECT _71ITLE RECKSON EXECUTIVE PARK I "'YE BROOK, NPL__ W "(O R 1< L,RAV,A/H11,,,iC'1 TITLE " SITE GRADING I & UTILITY PLAN RC - I ' - , ' � i, � 11 N" ! I i ­' i ' a C)ATt:- � 06/22/00 __ - !��- A�i I; - I , - - - - 1 11 = 501 - P P () j F � - T , , , i ­1 mpr-p 1 ,I,_; 0 E, P0473 I � DESIGN P_'y I I Gms/wic R ZONING TABLE Requirement: Required / Permitted Current Approval Proposed Comments Sec: 250-27 (OB-1 District) I Amendment Minimum Lot Size: 15 acres 31.56 Acres 31.56 Complies Minimum Horizontal Circle Diameter: 500 feet 940 feet 940 feet Complies Maximum Floor Area Ratio: 0.300 0.261 0,238 Complies Total Floor Area: Entire Site 1,033,260 S.F. 900,000 S.F. 8201000 S.F. Complies - Phase Three Building 360,000 360)000 S.F. 280)000 S.F. Complies Minimum Frontage: 500 feet 1807 feet 1807 feet Complies Minimum Yard Dimensions: - From Street Lines 200 feet Over 200 feet Over 200 feet Complies - From All Other Property Lines 100 feet 100 feet 100 feet Complies - Parking Setbacks 100 feet 100 Feet 100 feet Complies - Interior Road Setbacks 60 feet 60 feet 100 feet (1) Complies Maximum Height of Building: Sites Over 30 Acres . Stories Four Three Four Complies - Height Above Average Grade 50.0 feet 41.0 feet 54.75 feet 4.75 foot variance - Average Grade At Building Entrance As Per Site Plan 301.00 301.00 Complies - Parapet Height (Roof Screen) 5.0 feet N/A 9.2 feet 8.5 foot variance (2� Maximum Gross Land Coverage: 60.0% 51.6% 49.0% Complies Minimum Usable Open Space: None N/A N/A N/A Off Street Parking Spaces Buildings Over 75,000 S.F. GFA 5.0 per 1,000 S.F. GFA 4.0 per 1,000 S.F, GFA 4.0 per 1,000 S.F. GFA Complies(3) Total Required 13800 spaces 1,453-Spaces 1,120 Spaces Complies.. Mandatory Off -Street Loading Space None 4 2 Complies (1) Existing Phase Two Building was previously approved at 60'-01'. (2) As measured from 50.0 above grade plus 5.0 feet of allowed parapet, or 56.0'abovegrade (3) Previously Approved at 0/1,000 NOTE: Drawings S-1. 1, S-2. 0, S-3. 0, S-4. 1, S-4.2, S-4.3, S-5. 11f S-5.2, S-5.3,,V�-6.4, S-6.2, L-02, WM-1, including Architectural drawings A-100, A-301 represents the Site Plan approval documents. Approved by Resolution dated August 8, 2000 of the Board of Trusteesof the Village of Aye Brook, subject to all requirements and conditions of said Resolution. Francii�. -PI-lipowski, Mayor Date ATTORNEY DELBELLO, DONNELLAN, WEINGARTEN, TARTAGLIA, WISE & WIEDERKEHR, LLP One North Legion Avenue �m White Plains, New York 10601 Phone: (914) 681-0200 Fax: (914) 684-0288 RYE BROO E K)N W YORK RECKSOl`1 AS�OCIA CORPORATE CENTER. 225 BROADHOLLOW ROAD MELVILLE, N.Y. 11747 516-694-6900 A - --I - man (SUBMITTEDFOR FINAL SIGNAT� ARCHITECTURAL STRUCTURAL MECHANICAL, CANNON, NEW YORK 51 East 42nd Street New York, New York 10017 Phone: (212) 972-9800 Fax: (212) 972-9191 M i -6 Tftlll 11 0*1111ral"MMA MPFP LLC 41 East I 1th Street New York, New York 10003 Phone: (212) 477-6366 Fax: (212) 477-6548 SITE PLAN DOCUMENTS DWG. NO. LIST OF DRAWINGS SCALE Cover Sheet S-1.01 Overall Site Plan (Approved) 111=100, S-1.1 Overall Site Plan (Proposed) 1"- 100' S-2.0 Site Geometry Plan Ift=50' S-3.0 Site Grading and Utility Plan 1 5 0'- S-4.1 Road and Utility Profiles 1 5 0' S-4.2 Utility Profiles (West) 111=50' S - 4. 3 Utility Profiles (East') 1?1=50' S-5.1 Site & Utility Details As Noted S-5.2 Site & Utility Details As Noted S-5.3 Site & Utility Details As Noted S-6.1 Erosion & Sediment Control Plan I it = 5 0' S-6.2 Er6sion & Sediment Control Details As Noted' L-02 Planting / Lighting Wetland Mitigation Plan I"=50' WM -'I Wetland Mitigation Plan 1 =50' A - 10.101, Architectural - Floor Plans 111=301-0tv A-301 .Architectural - Exterior Elevations 1" 0.2 01 - 0 ff JUNE 22 200 'Oft DECEMBER 11 3 20OLO) TRAFFIC JOHN COLLINS ENGINEERS, P.C. 11 Bradhurst Avenue Hawthorne, New York 10532 Phone: (914) 347-7500 Fax:. (914) 347-7266 SITE SITE PLANNING AND CIVIL ENGINEERING DIVNEY TUNG SCHWALBE Divney Tung Schwabe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Seri4ces 914 428 0017 FAX Project Management 4 f �$ 11 •f + + tr 1k } } + + + WATER } QUALITY BA51N# PHASE 3 , • (Building No. I FF- Elev, 301.00 1(+) s 2*1 } Q rta � ;. { - 3s r `* a VIAL 0 + w {4\✓ PHASE 1 \64 No. 1, 2, 3 A .•.' ^'«,.... ,,. . ,P'• ,,.. •....'. � is £� yy } + a } + + �s + + ! + } + µ/.'•'me, 1,i rr3meYiAY 9 r + r M' + }$""".�„r^''«gym "-�,l 4'✓" n NOTE: This drawing comprised In part of translated computer files from the following Consultants: IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK Topographic- Survey: 98161fi.dwg & 98161f2,dwg from GEOMAPS International dated 04f17r98, STATE EDUCATION LAW FOR ANY PERSON TO ALTER PropertWUtility Survey: recksonS.dwg from BUNNEY ASSOCIATES dated 0"S98. THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS Building:. RepFcgrd,dwg, FlepFzlst.dwg, Ropzbsmt,dwg from CANNON dated 120288. WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK Landscape: X—landso.dwg from MPFP LLC dated 120298. STATE LICENSED LAND 'SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. 2 400 ASSOCIATES RECKSON CONSTRUCTION GROUP llyPRA CENTER CORPORATE, 225 BROAD HOLLOW A MELVILLE, N.Y. wt .'4•900 RECKSON EXECUTIVE PARK RYEBROOK, a RwALBE Divney r Schwalber,r NorthOne asrway Engineering White Plains, NY 106VI Landscape 914 ff 1 Environmental Sarvices 914 428 OOt7 FAX Project:rs AN ° New York, NewYork Il 4 I> Il NEW YORK, NY 10003 v 'a a 548 (FAX) 1 lop 14122 THESE DRAWINGS A HAVEBEENPREPARED MY DIRECT SUPERVISION. UNDER f xx a i «* SEAL I PROJECT TITLE ff RECKSON EXECUTIVE PARK RYE BROOK, DRAWING f I i 1 OVERALL SITE I Approval) i DRAWN BY liY ' >y EET M • PROJECT !. NUMBER ., i C14 01 a M NOTE: This drawing comprised In part of translated computer flies from the following Consultants: IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK Topographic Survey: 98161f1.dwg & 9$161f2.dw9 from GEOMAPS International dated- W7/V�8. STATE EDUCATION LAW FOR ANY PERSON TO71TER I Property/Utility Survey: . reokson$.dwg from SUNNEY ASSOCIATES dated 0"&981 THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS F Building: Re Fogrd,dwg, RepFz1stdw9, Repzbsmt.dwg from CANNON dated 05,2"O. WRITTEN I _W p VERIFICATION OR ADOPTION BY A NEW PORK Landscape: X—landsodwg from MPFP LLC dated 05,2"0. STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2),ARTIOLE 130, INEW YORK STATE EDUCATION LAW. g bidt vy , 0 ft0i Approved by Resolution dated August 8., 2000 of the Board of Trustees of the Village of Rye Brook, subject to all requirements and conditions of said Resolution. 21 0 so 100 200 300 8rq2k, For _Fhol SL9nature. oioi -J Issued, For Co Rve Beodk V Consultont. 4SfON THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION, CsjAl SEAL PROJECT TITLE R ""CKSON EXECUTIVE PARK RYE BROOK, NEW YORK DRAWING TITLE OVERALL SITE PLAN (Amended) DRAWN BY RC SHEET NO. DATE osq8/00 SCALE 1 =100 PROJECT NUMBER P0473 DESIGN BY is Divney Tung Schwelbe, UP planning one North Broadway En4fiVenng Wide Plains, NY 10601 Landscape Architecture 914 428 0010 Envitonmentai Services 914 428 0017 FAX Project Management 51 East 42nd Street New York, Now York 10017 (212) 972-9800 -1 M,PFP LLC 4 EAST I I REET 3 FL, NEW Y01 I K NY 1000ao 2-477-�W (FAX) IgnLod To VD!m 2Lj -Elrp Fqr __Fk!ol 500sm Lssuggi -T,,k dam s so W-F-11224—POE Agineering Consultant FITNA�, REVISION am 10 �4112 10JAMAIMMI103 MAIMS an U&MIZU12 W W—e 0�=4 :11ROJECT TITLE Am A-% v REu0%KziN EXEIC.%O-UTIVE 'ARK AYE BROOK, NEW YORK )RAWING TITLE SITE GEOMETRY PLAN LAWN BY M C,/R C SHEET NO. kTE 06,22/00 ,ALE, 1 r, s 50 'mct IMBER P0473 :SIGN BY GM&WjC r 1 VI 0 ........ . All �A _0 ))(l MATE LOC ATtON CIF EXIST, ELECTRIC, LINE, EdstT,51� MH (Approx wc.) 4< R 288,31) DMH 24 12 2 ;7 320 845*0 LOCATE AND EXIST 0 W� 127313§11� 4 SPOILS� AftJ L4 D t'zv . ... . . .. ...... 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DOMWIC R.ECKSON AS UE Lsushf= 'Ilk & Now: A 41H 1, r ,'7CK "'N I`A�ved Equ WASk. & �,­ _," 1( SYMBOW PROPOSED LEGEND RE 1-20 PAW S#UotWe rame Grate (Typ.Y STOPM SEWER MANHOLE 'u, ON Aj TRr� 'r 'CP C CATCH BASIN DIP - Dw* ton POe 't1111111,11 fill I DRAIN ME F16d) RLOULV% G y CS - C&h Be* 4 #OWN CONCRETE HEADWALL - Dr 4J, DMH ah Matole nder SANITARY $EWER MANHOLE TYPICAL R - Rim Elwaft C 1,RPZ Dt Apk, -I E , CE 0 WATER VALVE I - Pipe Imet &Vdm i FIFE HYDRANT I L OR TR - TrMch D(ttn V 0 STORM MANHW TO REMAIN BC - mom Of Culh EleWW 225 BROAD HOLLOW ROAD S.� A* -A �r SEWER MANHOLE TO MAN TO - Top Of Ct9b &Vft MELVILLE, N,.Y. 11747 !,39 OF PH IN, STORM SEWER HW - Hea" rz D STORM PIPE RELOCATED 516-694-69'00 71.0 SPOT GMS J 1-2 X1 t f N ACT 40CATO CONTOUR ?Sr PP-6 NOT If —S .0 SANITARY SEWER PIPE /J wo �40' —SL—SL— SANITARY LATERAL 'k 444 �2 1M.2 DOMESTIC WATER SUPPLY i 1-4-1 k _FS— FIRE MTECTION WATER "PLY C VN CIS Ilk ELECTRIC SERVlCE MANHOLE V R K 12W.20 EXISTIN" —UE— UNMROROM ELECW SERVICE EAEG 'I t: U t: 'I-, N ELECTRIC GASL SERVICE LINE 7� 0 B 2,JWAI 41 Ohl,- BRO-OKs NEWYORK —T- T— JELEPHOINE CONDUIT RYE A Approved by Resolution dated August 8, 2#60 of the Board of Trus ees of the Village of Rye Broo�, i t subject to all requirements and conditions of said Resolution. co % 41 UIVNEY TUNG SQ� 20,30 All \ t Date ": Francis L. F111powski, Mayor Divney Tung Schwalbe, LLP Planning Engineering One North Sroadway 4 '4 White Plains, NY 10601 Landsoape Architecture 'Or 914 426 0010 Environmental ServIces X\11 914 428 0017 FAX Pipjacat Amnagement RAW L N1 e-- R .96 'TRA 45 Ap 0111 tit It 04, *Opnosw &-V TRAIL `WjAINING I ps 40 i rid, , W'16041*1 k44.56 STANDF4PE PERFORATION' 151; rONE LINED ERFLOW WqR a, Dean 14.0 N\, 105' 2.i�10 ti (CPO 03 51 East 42nd Street New York, New York 10017- (212) 972-9-800 AVICS MFFF LLC A; AULT DESIGN LANDSCAPE ARCHITECTURE UPSAN 4^84 26 C8 4-0-1 41 EAST I I STREET 3 FL. 00 12 IM NEW YORK NY 10003 212-477-M f 27W271 X) AX 73. 212-477-6548 (F 400.7 1 4 r 10 *,J U Alf # 8; , / , " / I N i 0 N, -Za4,4 12N.50i t 'roll 0.1 T 9 2 VIA" 12/1V00 Issued. To Y11100e, of Eye Br SC For Fihals�p nt-Mr,10, RANDOMLY PLACED $TONES �w SET IN MORTAR (SIZE.- I CF) 0 09/15/00 Isswd For Cons ruction. MIN. 5 PER 10-' OF LENGTH) -08129/X il!g 9e, 2f R. ­1W ye, Bro2jk 100 LBS. VX/ 1 141 jp.av� if Consultont Comments. RIP -RAP_ 81 MIN 07/18/00 Issued To,, V-111doe of RY.,6 Btook EnE eeriLg Consultant At Jq (A D NO. DATE REVISION C, t I fill I A THESE DRAWINGS HAVE BEEN PREPARED 14 fill f UNDER MY DIRECT SUPERVISION. 8* CRL (SIZE. IW TO 2V2*) I III : 'TEN t— i I I \1 .1 — ­%#, X, - , , -11 __ _NL_ t 111P\ , - -.4. N , F, . / / I OF l0k, ASIN 25731% 262 W ER EL. 254,0 If BO F POND 244.0 t *'�o I N, 248.0 `l'o / ia 10' MIN, i + BASIN -T-r—i I I I \ 1 11 1 i T TO DET. HW-3 Y_ A :..JL/ -61 A tq tiff,,, W 4N 104 it 14� SEAL OOF OCMP _/-1-283.62 26o 270� V1 z U 001, \11 \ - -�R Ile 011. 1 � _�, A A-- _P1, � 01 I'll + ve �F_- 14-0 1-271-14 21'CMP A OVERFLOW WEIR PROJECT TITLE (So Sec#w Abm) 24 DMIH 4-2 EEND SEC $'MIN, 0-p- 7 SE t R 9147 Al r. W_(Zr)K1 1=Y1=r_HT1X/C k, 0 powd Driveway tvilmisan eroposed DLvevw maintain Existing r, I ;-N 0 0, a - "' "2 272:4 (Left Lane -Egress) Island (Right Lane-4ngress) Uisting Slope Parking - - z M§ r rf 4,171 "ARK MORTARED RIP -RAP Proposed L ERM DMH 4-4 X_ 14 U Guide Rail 0;2- R 287-65 12* DEEP _Km - 1270170&�� 1271�* 6 RYE BROOK, NEW Y,ORK Existing To Face Of Wall e000 if (around 36.cmp 1�00% Y, Y, 2,00% ox (Overffow POO 41-011 High To DMH -2) OD SLOPE 3 DRAWING TITLE 7, W CRUSHED BED EOTEXTILE SLOPE Proposed ST E (SIZE. t* TOM') CLASS 'C' Retaining Wall 10 GENERAL NOTES: LINING AQZ. � � E SITE GRADING PrP _bNYERT/ Curb (By'Others) I. ALL BACKFILLING AND COMPACTION OPERATIONS SH44LL BE CERTIFIED Perporate gft.m CP -A - - - - - - 1 271,20 $ Pipe & UTILITY PLAN BY � LICENSED GEOTECHNICAL ENGINEER. ------ 0,0 2. WATER QUALITY BASINS AND DETENTION BASIN SHALL BE REGULARLY SECTION #1 CLEANED AND MAINTAINED AS REQUIRED. $04/0.- 1 16, N DRAWNBY PC SHEET NO. OF SURFACE WATER SEEPAGE, UNDERDRAINS SHALL 260 - 100 Year Flood Elevation 3. DUE TO PRESENCE NOTE. DATE Flood Insurance Ra% Mao BE FIELD LOCATED AS REQUIRED. SEE DETAIL NO, 11, SHEET S-5. 1. This drawing Comprised In part of translated computer files from the following consultants: A VIOLATION OF ARTICLE 130 OF THE NEW ORK IT IS 0 25 50 100 150 0&2no Topographic Survey: 98161fl.dwg &, 98161f2,dvtg. from GEOMAPS International dated 04,17/90. STATE EDUCATION LAW FOR ANY PERSON TO ALTER 200 Community Panel NcY. 360930 0005B -A 4. SPOILS AREA SHALL CONSIST OF CLEAN MATERIAL FREE FROM ORGANIC PropertyAjtljity Survey: reckson3.dwg from BUNNEY ASSOCIATES dated 0&0&98. THIS D60UMENT IN ANY WAY WITHOUT THE EXPRESS SCALE V, so, ,* WRITTEN VERIFICATION OR ADOPTION BY A NEW YOF September 28, 1979 MATTER, LARGE BOULDERS AND TOPSOIL, Building; RepFogrd,dwg, RopFzlst.dwg, �Repzbomt.dwg from CANNON dated 0&2"O� STATE LICENSED LAND S�URVEYOR OR ENGINEER IN 1K J Landscape: X-landsc.dwg from MPFP LLO, dated 0&2"0. PROJECT ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, ko NEW YORK STATE EDUCATION LAW, NUMBER P0473 DESIGN BY GMr&WJC 50.01 —Transition Right Lane Only 340 ROAD PROFILE: INTERNATIONAL DRIVE EXTENSION To 1,00% Supierelev6tlon -,--,,-Normal CrOwn R hftLeft Lanes-M. Superelev4te Right Lane Only +1.0090/: SloLe 340 _00 Normal Crown Right/Left Lanes 00% Norma (-2; slope ) �Left Lane 1 Gr own (-2.00% Slope exist 6drat 00: 016vated • 330 ..................................... ............................... ....................... ................. + ....................... ........... .... I.— --- 1­ ........ I .... — I ................. .................................. + low AWMW My MW am bw ow an MW .............. <v> .................................... ................... ...... 7- v cr-wirywimid) ..... 330 R*7-314 0: /av �,Tv_g In : , VC=100,001 VC-:;15.00, + 4 111 (d lira, -Jro., 1 Out ;5 + e 0.44' .................. > Lt 320 ..................................... ........................................ ...... ............................................. .................... EX w«rf -ISTING ........ ........... ........................... I ........... b ...................... .......... ........ ..................... ............... --- ........ .......... I I I t t ...... ........... . ... . . ........ . ..... X 4 320 RECKSON ASSOCIAU S 50 Im=80moommawww'' so M� MW Mp M4 = A : p, R + + + i 00.0 > > I I , 'E OS SE g PROP ............................ ............................... _ , , A J_ i I f ................. .................... 310 ......... t ............ ............... ........... GRADE �'CKSON .......... ............... ...... . ........... . ................. R E ................... .......... .. .. ............... ...... _1 e . . ..... I .......... ... .00 .......... ......... . P .00 - 31.0 :40cate & C U_ TI"N 1*7 FFL 30100 "Not* 1'.1611CMp Tp 0-8 I_5 U .............. ............... ............. ............ 300 ...... .......................... ......... .......... ........................ ...... ....... ...................... GR ......... ... ------ a ,Frog 1-6 w-IM, ....... ... .......... .................. ... k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300 2I1CMp TO DMH K P OR AT (s" Proft B600W U9 ...... .0000 for Continuation) ......................... ........ ............. .......................................................... ................................... ...... ............. ....... ....... 290 ...................................... ........................... ................ .............. ..... ........... ................................... 1� ........ ........... 0 1 .................................... ..................... + ....... .................. 225 BROAD HOLLOW ROAD -0 ................................. 287.Q 000, ----------------- ------------ 290 ILL ot, CS 0n. PLAZA• + N.Y. 11747 Jk MELVILLE iL ,nwru asp + A-0 Up EXISTING ­4 vc =i 50,00, 516-694-6900 ...... GRADE E 280 ..... ------ ....... ................................... ............... ......... ....................... I I ....... ...... -_--------_-------------- I ............................... ......... ..... 0 ................ Lu .................................................. .............................. ................ ...... ........ ..... ....................................... ......................... ...................... ............... .................................... . 280 0 270 - ------ . ................................................. ........... --- ___------_-- - .........................a.......,......... . ................ ......... ......... ... ......... ................................. ...................... ............................. ...................... ...................... ............ .................. ................ ................................. I ........................ ........ ----------- ....... .......... ....... ................................... 270 RE C OUN PAR�1 XTVE ............................. ............ 260 ............... ------- ............. .. --------------- .......................... ------- ........ ------------ ...................... ............. ........................... ........................ .................... .............. .......... ............................................................ ....................................... ............ .................... .............................. ....................... .......... . rr oe 260 RYE BROOK, NEW Y RK ........... 250 .............. ............................. ........... .......... ........... .......... .................................................................................................................... ........................... I ................................... ................................... ................. •...... .................... ............ ...... ................... ................. ......................... ...................... . .... ...... ........... 0 250 > M 240 1 t UMAEY + ............ ........ ....... ---- - ----- ......................... . ... ....... 0 240 0 C:) C.) 0 C) C:) + 0 0 + + Divney Tung Schwalbe, LLP 4. 0 Planning + + + + LO + + + r— + One N0,1th Broadway V_ + + + + Engineering 00 U-) + Station White Plains, NY 70601 Landsoape Architecture 914 428 0010 SANITARY PROFILE: SMH-5 (Fr Bldg Lateral) TO Existing SMN 310 - STORM PROFILE: Existing DMH To DMH 3-2 914 428 W17 FAX p"Ovaot Management t '510 310 310 lit 9! 300 ....................................................................................................... .................. ........................................... saw 111011 ma MW imit "M -mow =W. .............. ................ ........... ...... .............. . 300 300 . :­N .. ............... ........... ........ .................. ...................... -1 ........................ .............. PROPOSED GRADE 300 PROPOSED 290 ....................................................................................................... .................................... GRADE .......... .............. PHASE 3 BLDG .......... .. ........ . ...... .......... ................ .................. .......... .................. LL . 290 290 ........ .............. .......... %% ...................... .............. ------ .................................... taft mow 11­1 - Mum 0000 *Woo *A00 .000 .......... WAIN 290 Cq ftaft ft-ft 280 ............................. . ......... ............................ ;01W ................ ...... ...................... ................. ..... .. .......... .............. GRADE 1401_3,S,, CA4P EXISTING ............ .. .................................. V-w .............. 280 . ...... "*ft ................................ EXISTING280 GRADE 4;,; .................................. ......................................... ...... . ""ft "ft* *ft% Existing W CMP 280 151i D Ill, .............. ..... .............................. .... ... ....... I ........ ...... .. 270 ...... .............. ................... ........... .................................... .................... ............... .......................................... 270 270 Fr PHASE I Parking *ft^, 48 _'A Cup ............................................................................................................................ IT I'S A VIOLATION OF OLE 130 OF TH. ARTI E NEW YORK STATE EDUCATiON LAW FOR ANY PEASON.'TO ALTER THIS DOCUMENT IN . ..................... ....... .... ............. 270 ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK Fr W9 4 4 STATE LfCENSEb LAND SURVEYOR OR ENGINEER IN Exist. a" DIP To WCOEF ft-ft ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. Switary S"w Trunk (Blind Brook) 260 .......................... ........ .. ............................................ ........................ .............................................................. 260 260 ............................. .......................... ............... 0 -------- - 260 $4" CMP Existing storm Pipe To Remain 250 TO DMH 3�_l 250 250 250 c. 2 2 2 0 > 2! D ID 5 SANITARY PROFILE: Existing Sanitary Sewer a 0 Mv. 08112$400, Villa of Rye Brook j2t!![t2 Consultant Commonts. WATER MAIN PROFILE: Proposed Water Main Connection 07/18,40 Issued To Village 330 �Lf Rye Brook Enjineering.Consuftont. er NO. DATE REVISION vaults 'THESE DRAWINGS HAVE BEEN PREPARED existing it FlhM 2 UNDER MY DIRECT SUPERVISION. PaN AM 320 - ------- I ............................................................................................................................................................................ ................ . polo New TjW GRADE 310 .....4................. ......... ....................... EXISTING- ------- ------- 0-0— ...... ....... .............. ......... ........ ............................ 0-0 L 287.00 POP 300 .......... .. ........ ............ ...... ........ ................. ...... PROPOSED ................. ........................ ........ ...........•........ ......................... .... . .............. GRADE SEAL 000 PROJECT TITLE MINIMUM 6* DOM. WATER .............. .................... COVER 290 ­­- ......... .... ......... ............................ ....................... ......... ........................... ........... RE N EXECUTIVE T-6' MINIMUM PARK 8" FIRE MOTECMON SEPARATION 280 ... ........................................................... ................. ............. RYE BROOK, NEM YOR K TO BUILDM UTILITY Room DRAWING TITLE �70 . ................................ .......... ............................................. .............................. ............. ROAD & UTILITY ............................ PROFILES DRAWN BY 260 RC SHEET NO. DATE 0&2ZOO SCALE 50"10, PRbJECT NUMBER P0473 DESIGN BY GMS/WJC STORM PROFILE: PROPOSED CB 2-8 TO HW 2 STORM PROFILE: PROPOSED DMH 2-1 TO DMH 1-1 PROPOSED TRENCH 2-3-IB TO CB 2-3 AIM STORM PROFILE , 310 ----------------- ---- ...................................................... ............................... ....... ...... ------ ...... ....... ....... ...... ........ ...... ......... ....... 310 S °cq C 8ga 8 1 cc 0: - I 300 . ............. .................... ....... ....... ........... ...... ........... .................. ........ .... .............. ---------- ----------- .. ...... ........... ...... ....... ........... 300 EXWING GRADE PROPOSED GRADE 290 .................................... ......... ............ .......... .... . . ......... .... ... ............... ....... ... - ........... 290 14V 15'CW Liz 24"' CmP 15" CmP 0221% 211, CMP ;Dl. ----------- .......... . ........ ................... ........ 280 ....................................................... ....... --------- ........... ....... ............... ------- ............ 28-0 18" MINIMUM llk� SEPARATION 164LF ALP 42 CRAP ............. ..... ............. ...................................... ............... ...... ........ ...... .......... ................. ......... ...... ................... ....... ....... ...... 70 270 2 WATER QUALITY IOLF 36"CMP RASIN 01 A %,v 260 ..................................................................................................................................................................................................... I ............ ........ -------_--------_ ............ ................. ...... 260 a: 0 Li 250w 250 STORM PROFILE: PROPOSED CB 2-2-4 TO DMH 2-2 STORM PROFILE.- - PROPOSED CB 23-4 TO CB 2-3 320 320 310 . ....... ................ ........ .............. ....... ........ .............. ...... ............. ........ ....... .............. ....... 310 cqs-- *to! a R 8 EXMNG cc GRADE 300 ............. .......... ................... ...... . .................. . ................. ....... ............. ..... 300 PROPOSED `w `�.. GRADE 290 ............. ......... ---------- 73- ............ ............. .............. 290 ............ 18 I....... (wr il W, ............ 280 ....... ................................... ................................ ............................................................ ........... ....... 36CMP 270 . ................................................................................................................................ --------- ................................. — 270 260 . .................. ................................................................................. ............................................................................... 260 0 0 w 250 > > 0 ED 250 ............... ...... ............ ....... .................... ................... ........ ................ 0 S 6z,j g-;- �_ ............ ........................ ....... ... ................. ............ ....... ........... .............................. EXISTING ............... ------- ....... ....... ....... PROPOSED' oo' GRADE 0*00 0000 00 0-10 24"CMP ROOF"" .. ............ ........... .... ..... ..... ......... ............ ................ LEADERS 02,76% 18. 27"CMP@1.00% WF 27"CMP@120% 1511CIMP 36"CMP ........... ........... ........ ....... ...................... CL 00 a4V 310 300 290 280 270 260 w Zll)u 310 3.00 290 280 270 260 w 250 STORM PROFILE: PROPOSED CB 2-5-1 TO CB 2-5 f RECKSON ASSOCIATES RECKSON CONSTRUCTION GROUP CORPORATE CENTER, 225 BROAD HOLLOW ROAD MELVILLE, N.Y. 11747 516-694-6900 EXECUTIVE PARK RYE BROOK,' NEWYORK iroll lvqli lil lqii:i ''� ill I a, ,q�Tt)�_Lu% Schwaltle, LLP Plannfn One North 8roadwey Engineering White ftins, NY 70601 Landscape Architecture 914 428 0010 Envi)ronmentaf Services 914 428 0017 FAX Piloject 444negement IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS --WRIT­TSN-­VERIF+CAT!ON OR--A0OPTION­ -SY­*­ NEW -YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. ......................................... gol, Al[WIN, TA tv".11 noneerin2 Consultont C ',Issued To Villow,of-axg srook_____� ,Engineering 0 onsultant. REVISION THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION. Al PROJECT TITLE RECKZ030N EXECUTIVE PARK RYE BROOK, NEW YORK DRAWING TITLE UTILITY PROFILES (WEST) DRAWN- By MC SHEET NO. DATE 06/2MO SCALE 1 50' /10, PROJECT w NUMBER P0473 DESIGN BY GMS/WJC 40U ........ --------- .................. ------ ....................... ........ ......... ............. 260 ................... 0 41� 0 > Lu 240 > f "N Lij 250 Lu 250r"'ECKSO K EEUT VE PARK RYE C?OI W YORK STORM PROFILE: PROPOSED C8 4-9 TO HW 4 STORM PROFILE: 320 320 STORM PROFILE: PROPOSED CB 4-3-1-1 TO CB 4-3 PROPOSED CB 4-3-1-IA TO CB 4-3-1 320 Dww TuNG ScHwALBE - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . ----------- --------------- --------- -------- 310 . ................. ..................... .............. ------------------------------------- --------------- ...... ..... .. Divivy Tung Sc,�walbo, LP 0fanning 310 ------------------------- _F4 One North Broadway ax c acc at*si llCq Y'Engineering White Pains, NY 10601 1ardscape AmNlectursc0 — E. 914 428 0010 Environmental services BUILDWG 914 428 0017 FAX Project Management 300 ................... ............... ............... ...... .............. ......... .... . .................... ................. ........ ....... ------- ........ .................... .................. .............................. I& 300 . ................. ............ ....... ..... ......... ............ raw 300 . ....... .................. ........ ............. ..................... IN PROPOSED MPOSM— GRADE 290 . ..................................... ................ ......... ...... ................. ....... ........ ....... .......... ....... GR4bE . . ............ .......................................... 290 ............... ...... ............. ......... ...... .... .......... ...... . ....... 290 1.5" CIVIP PIRMSED 14LF Z"CWP GRADE "Iftp 21" OMP EXanING "M Aftw. 01 280 ....... ...... ------ ................. ...... ....... ........... ........... ...... ....... ........... ................... ......................... ....... .. .... 21V 280 CIVIP ................ ......... ............ . .................. 270 CIVIP 30. �A4�4�3' 280 126% le 146LF 27*CMPOI.46% ROOF C I It 21 MP 30" OMP ....... .......... 27.'.CMP� ........ EKISTING *ftft 'y'cw GRADE p.i w 180cmp 02,n%..................... .............. ...... ................. ...... ............. ...... ...... ...... .......... ..... .......... ........ ........... ......... omdow., 270 270 - --------------------------------- ..................... ----------------------------------- - 270 ........... ............. .0 8LF--301 OMP 04. WATER QUALITY jj BASIN #2 EXISTINGGRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - 260 .............. .......... ................. ............ ...... ......... ....................... ...... ....................... ...................... 260 ------ ...... ........ ............. .............. .......... ....... C 260 . ........................................................................ 0 C A VIOLATION_ OF,ARTtCLS-"'130- OF--THF_N9,W_-YOffK­- 4_4 STATE EDUCATION LAW FOR ANY PERSON TO ALTER > TH118,00CUMENT IN ANY WAY WITHOUT THE EXPRESS- > 0 > WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK III a) - STATE LICENSED LAND SURVEYOR OR ENGINEER IN ED 250 ACCORDANCE WITH SECTION 1209 (2),AOTIZLE 130, u.j 250 NEW YORK STATE EDUCATION LAW. STORM PR320 OFILE: PROPOSED. CB 4-2-7 TO DMH 4-2 310 300 290 280 A. ............ 270 260 C 0 4-1 M 250 rt 310 300 290 280 270 260 4-1 250 STORM PROFILE: PROPOSED CB 4-2-3-1 TO CB 4-2-3 STORM OPO, 320 M AL8Q, OF, 10k - / 0 '00 SUIM FOR C rg 310 ................. . ...... .......................... ............ ...... ......... 08/29/00 Viffoo of Rye Brook. �nqineering _popsuftant Comments. 07/18/00 Issued To V illagg of Eye Brook 300 . ............. ...... ........... ............. PROPOSED GRADE ..................... .............. En�neering Consultant. NO. DATE �REVISION THESE DRAWINGS HAVE BEEN PREPARED 1429L UNDER MY DIRECT SUPERVISION, 290 1,5- C ............ 18" CMP .18 '00. ...... *%V* low^ ......... ...... .............. I. OF he* IkRT J ExIs'nNG Zx V' 280 ............................................................ ........ --------------- . ... ....... SEAL 270 . ................................. ................ .................... .......... ........ ....... PROJECT TITLE ECK'3 R 0N EXECUTIVE 260 . ....... ............. ...... ...... ..... ...... ............. PARK 0 RYE BROOK, NEW YORK DRAWING TITLE UTILITY PROFILES (EAST) DRAWN BY MC SHEET NO, DATE 06/2MO SCALE 1 50A 0' PROJECT NUMBER P0473, DESIGN BY GMS/WJC .......... A "aywr r7l I n GRAVEL POCKET .4*j PANSCALE . %n . 11-011 =I-oll OUTLET PIPE OR AS DIRECTED UNDISTUI MATERIAL_ SECTION A -A SCALE T-01* SUMP WITH - EPLAN GRAVEL POCKET FRAME AND GRATE AS MANUFACTURED BY CAMPBELL FOUNDRY CAT. NO. 3451 OR APPROVED EQUAL, 43 2'-6" So. ICK OUTLET PIPE '1E FOR FINAL ADJUSTMENT PRECAST CONCRETE Lit at (TYP,) Z Ott -611 SQso,, 4" UNDISTURBED MATERIALS 6" COMPACTED SAND OR NO. 2 CRUSHED STONE FIELD INLET NOT TO SCALE Tff. W.H EXCAVATION PIPE PAYMENT LIMIT !�MHOLE !tV COVER STANDARD CAST IRO AT GRADE IN DEVELOPED MIN 18#1, 21- W"t ;X AREAS I OPENING 12" MAX, ADJ.TO GRADE WITH SR. OR BL. PLASTIC COATED STEEL STEPS IREIQH EXCAV ON . ­ I PLAN AT CONE SECTION (UNLESS DIRECTED BY ENGINEER) aw NOTE; Q_RAVEL / ill, FULL DIAMETER TO BRICK COURSE !4Pf6" (TYP.) --oft-601 ALLOWED IF 8" THICK H-20 LOAD RATED. PRECAST CONCRETE TOP IS PROVIDED WITH MH OFFSET, FOR SECTION ACCESS AS SHOWN ABOVE. PRE -CAST CONCRETE HEIGHT AS REQUIRED STORM SEWER PRECAST DRAIN MANHOLE 2 NOT TO SCALE CASTING AND COVER SHALL BE EQUAL TO PATTERN NO. 1204 AS MANUFACTURED BY CAM PBELL FOUNDRY CO. HARMON, N.J. TOP OF gA ST M - FINISH GRVg IHQK_ 2'-11" 80 7 DIA. S.111 4-1- AREA OF 0SL_WRENTIAL STEEL ir so. IN / LIN. FT. PLASTIC COATED STEEL STEP (TWO PROJECTIONS) CONFORMING TO NYSDO ASTM C443WT EDTL.' At' PRECAST CONCRETE RISER 4'.0" DIA. MIN. f164-Ag _N SECTION EEDED . . . . . V f~Y T. S L OPP E I/A F TYPICAL DETAIL IWI PIPE 74s NCRETE BASE RISER SECTION COMP TED !AND OR 2, RODS AT 8" CENTER CRUSHED STONE BASE BOTHWAYS L 6#1 DIA. UNDISTURBED MATERIAL SANITARY SEWER MANHOLE DETAIL 3 NOT TO SCALE FLARED. END SECTION W/ ENERGY D!SSIPATOR NOT 10 SCALE FINISHED GRADE 2 2 77 PAVEMENT AREA x 4tt ell TOPSOIL MIRAFI 14ON FIE M V2" CRUSHED STONE X g 7", g, 7/ g N 6" PVC SDR 35 Rk­ FO ATED) GRASS SWALE W/ UNDERDRAIN PIPE 6 SCALE 1" - 1'-0" PLUG NOTE : $HALL BE USED IN UNPAVED AREAS OWY. CLEANOUT 7 NOT TO SCALE PRECAST CONCRETE UNDISTURBED WATERIAC, F_ UTLET PIPE 611 (TYP.) PLAN AREA DRAIN NOT TO SCALE FRAME AM GRATE AS MANUFACTURED BY CAM PIK LL FOUNDRY CAT. NO. 2815 0400 OR APPROVED EQUAL. .2,20URWS OF BRICK FOR FINAL ADJUSTMENT PRECAST CONCRETE 6" COMPACTED SAND OR NO-2 CRUSHED STONE REINF. STEEL TYPE 1-10 #4 16 10" BW TYPE IV -VIll 05 6 10" BW q%. FIELD POUR CONC. POP 6" ALL AROUND FIRM, UNYIELDING SUBGRADE F F TYPE PIPE ID WEIGHT A a C 0 E F G Qbs) (in) (in), (In) '(In) (in) (in) (in) 1 12-15 3400 56 39 28 36 12 86 44 18-21 4880 64 48 36 39 20 96 48 24-27 5270 se 52 40 42 24 104 48 IV 30-36 9250 79 65 54 63 28 134 67 V 42 9500 88 71 54 63 54 143 67 VI x 48 12780 96 78 66 81 30 170 83 VII x so 15810 122 102 66 81 30 184 83 VIllu 72 18900 142 120 66 81 30 204 83 NOTES: 1. TYPE MARKED BY x INDICATES WALL FABRICATED IN (3) PIECES. i 2. CONCRETE IS DESIGNED TO OBTAIN A STRENGTH 4,000 PSI IN 28 DAYS. 3. 1 REINFORCING STEEL HAS A YIELD STRENGTH 60,000 PSI. DETAIL AND DIMENSIONS BASED UPON PRODUCTS MAMFACTURED BY ATLANTIC PRECAST, TULLYTOWN PA. 9 PRECAST HEADWALL NOT TO SCALE SEWER SPECIFICATION SCHEDULE MATERIALS MAXIMUM ALLOWABLE DEPTH STORM SITU NM COATED CMP AASHTO M-190 21" AND SMALLER 16 GAUGE 40# 24" TO 54" 15. GAUGE 40t 64" AM LARGER 14 GAUGE 404 ALTERNATE, 12" TO 18" HOPE ASTM D-3350 201 AASHTO M-252 M-294 SANITARY PVC -SDR 35 '301 ASTM D-3034 COMPACT BACKFLL AROUND PIK PER AASHTO T-99 DENSITY OF 90Y. SOIL htATETAL/2A=N SPECIFICATKM Fad SANITARY AND STORM SEWER FILL SECTIONS A. MATERIAL Clean, ongular, crusher run, natural stone produced from the on -site sources or imported from off -site sources, free from shale, cloy and friable materials, organic matter within the following mc r1mits-, Standard U.S. Sieve Percent .Passing by Weight 41t 100 %., 57 - 100 NO. 4 25 - 100 NO. 16 NO, 50 5.- 40 NO. 200 0 - 20 B. EXECUTION 10 - 85 1. Spread fl#in layers not exceeding 12 inches unoompocted depth, Carry out fig 2, Properly roll, tornp or otherwise compact in place each layer of bockfill. Maintain fill within I percent below to 3 percent above its optimum moisture content. a. Where subgrode or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrods, or [Oyer Of SON material, to prevent fret water appearing on surface during or subsequent to compaction operations. b. Remove and, replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. a. SOP material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by disemg, harrowing or pulverizing until moisture content is reduced to a satisfactory value. 3. Do not compact any material containing frost. 4. Fill hollows and depressions which develop under compaction With matching bockfill material. If the boss becomes rutted or displaced duo to any cause, rogircWe the surface. .5. Unless noted otherwise, compaction to all locations sholl, be 95 percent Modified Proctor Density minimum as determined by AS -TM, D 1557. 6. After bookfilling is completed, scarify surface to a uniform depth sufficient to oftinoto aft depressions and irregularities, *AMISX 21090 NQTES All sewer main piping Shag be PVC, SOR 35. 0-12 Feet below. grade, DIP greater than 12 Foot below grade- size as Indicated on plans. All sewer services shall be PVC, - unless otherwise noted, SDR 35, with slip jo$ftts, up to 5 Feet of bukdkV f6undollwo. W" 5 Feet of 0WIding lowu'lations, sewer service pipe oxim be as per . 10001 bulklift codes. -arts WE be roq*ed at ag chang" In piping direction and every 50 feet. Sanitary sewer.. shall have- letters ,"SEWER -cast an the covers., The precast concrete structures shop comply with ASTM Specifications C-478. AN necessary patching shall be accomplished with a non-shrWing cement mortar grout equM to "SIKA-SET" as manufactured by Slko cal Corporation. Allsanitary sewer manholes are to be constructed with the compression type resilient seat assembly. Gaskets or collars for sanitary sewer pipe connections to manholes shall be watertight and compatible with the type of pipe being used. The length of sanitary sower pipes entering or leaving any manhole shad be greater than 2'-0" but less than W-000. Exf4tration tests sholl be conducted on all sanitary sewer systems. Exfiftratlon shah not exceed 100 gallons/inch of pip*/miW of sewer per day. Results shell be submitted to the, Westchester County Deportment of Health and shall be performed under the supervision of a ficensed porfessionolongineer of Now York State. SPECIFICATIONS 10 RECKSON ASSOCIATES RECKSON CONSTRUCTION GROUP CORPORATE CENTER 225 BROAD HOLLOW ROAD MELVILLE, N.Y. 11747 516-694-6900 E C O N EXECUTIVE PAK"'K RYE BROOK, NEWYORK -C 1,?`M,�Y TU,19 Schm­l!be� UP Plir4nning One ivdrth proarlway Engl;rwet;ng Whitt* Piair?& A1Y 1"176101 1 i.andcapo Arr.VV1,Polur,­ 914 428 47010 Erivironrnental z5apolae.,; 9M 428 00017 4,4,X Projew Managernent �To FM 444 IS%W.FM C TO. VtLAa OF RW 064*� ENC ",RW-j COhM E REVISION THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION. 4kf OF NEW T r QI f L;; C01 tj I ILI I I DETAILS .1 DRAWN BY RC ISHEET NO, I aT 6!#X 61' CON-T. HOLLOW NOTE. FOR CURVED MEDIAN BARRIER WHERE CURVES ARE V ASPHALTIC CONCRETE SfRUCI. STEEL TUBE OUTSIDE SPLICE GREATER THAN 3 45 THE BOX BEAM SHALL BE rr SHOP WORKED TO THE REQUIRED CURVATURE TOP COURSE, NYSDOT ITEM NO. 403.18 2W' ASPHALTIC CONCRETE BINDER COURSE NYSDOT ITEM NO. 401%3 . .......... it "TEA cou"t NYSbOT ITEM NO. 304.03 tLT(H' AS SECTION A —A PLAN SHOWN ON DfA. SOLT PLANS DIX HOLE) x 3y2" SLOT IN STEEL AND DIA. N " x 31' $LOT HOLE IN POST FOR Y2" RECKSON ASSOCIATES V 2/ MAKSLOPE IN STEEL FOR TOWARDS CURS Jyo.) STL. 511 X'3V!" x 1/4" x 4Yj!' LG. DIM. SOLT 11 III WASHER R E C K 'HED GRADE A7 FINtS. 40,00 PSI CONCRETE TO SEPLUSH 6X6 8.8 GA. WWICONSTRUCTION WITH SIMMIK �4 Fr COMPACTED SUBBASE . . ..... F==q' GALV. SHIM GROUP 4" LG. 2 A. x IV CRUSHED 2" LG. STD. HEX Wo STONE RASE 4Y2 OP & BOTT. BOLT WITH FLAT WASHER R 0 TYPICAL SPLICE DETAIL v RA T t: t,"NTE W�PROVED 2711 IN TANGENT SECTIONS A COMPAOM 61 TYPLCAL VARIES IN TRANSITION SECTIONS SUBGRADE 225 BROAD HOLLOW ROAD PAVEMENT SECTION F lie NOT TO SCALMELVILLE, N.Y. 11747 E GROUND LINE 1/4 3 -694-6900 � IIII j 516 3fs & 4, 3"15.7 POST V4 76 All Vt# 1AVEMENT SEE SECTION CONCRETE CURB 2 NOT TO SCALE PAVEMENT 09 TOPSOIL, SEE DETAILS ==11111ii L1111 BACKFLL TO 9OX RELATIVE COMPACTION UNDER PAVEMENT, OR BACKFILL TO 85Y W = RELATIVE COMPACTION UNDER LANDSCAPED AREAS Pft O:D. PIPE PIPE O.D. do {677 -1 —W4.} Q.D. —($" —MIN.) BACKFLL TO 85Y RELATIVE COMPACTION ca > &I MINIMUM PIPE COVER IMPORTED GRANULAR MATERIAL COMPACTED CRUSHED STOW AGGREGATE 6" MINIMUM PIPE BEDDING (FLEXIBLE PIPE) UNDISTURBED GROUND TRENCH DETAIL 3 NOT TO SCALE Z_ NOTE., SEE LANDSCAPE DRAWING FOR. WALKWAY DETAILS. 6 ..........ii n ACCESSIBLE PARKING SPACE 4 SCALE v-w 3 5 0 u CONCRETE SIDEWALK SECTION PERMISSIBLE CUT ALONG NOT TO SCALE THIS LINE FOR DRIVING 8" x 1/4 x24"STEELPL. N ELEVATION 23/8 EXECUTIVE PARK 7 ftMN PAYMENT' LIMIT, FOR TEMPORARY PAVEMENT OVAL 2" ASPHALT PAVEMENT NYSDOT ITEM NO. 403.13 EXISTING rin rrin I irairuivirm ng arn Ill 1111gil".11 11111 EXISTING PAVEMENT A PAVEMENT -COMPACTED SACKFLL UNDISTURBED A UNDISTURBED MATERIAL MATERIAL. . .. . ..... .. ... .... . . ... TRENCH S TEMPORARY PAVEMENT REPLACEMENT 6 NOT TO SCALE NO. 4 RE13ARS AT 12" O.C. BOTHWAYS 4000 PSI CONCRETE OD CLASS #AGGREGATE BASE COMPACTED SUBGRADE C2tC.RETE PA-D tl X 12" SMOOTH DOWEL BAR FILL JOINT W1 JOINT SEALS RA 12" ON CENTER, LUBRICATE ONE END CONCRETE PAVEMENT BUTT JOINT FORMED BULK HEAD CONSTRUCTION JOINT MAXIMUM SPAN OF CONCRETE SLAB 20'-0" X 20'-0" PROVIDE CONSTRUCTION JOINTS AS REQUIRED LOADING DOCK AREAS -CONCRETE PADS &. JOINT DETAILS NOT TO SCALE I Fats I WOOD RAIL NOT TO SCALE 7 .BOX - BEAM GUIDE RAIL NOT TO SCALE RYE BROOK, WW YORK 27" Divney 'rung Schwalba, LLP Planning one North Broadway engineering White Plains, NY 10601 Landscape ArcAitacture WELD Y4! H UTS 914426 0010 Environmental Services 914 428 0017 FAX Project Management PLATE ,• WITH 8 - % HOLES TWO REQV. EACH SPLICE DETAIL "B" SPLICE PLATE SHOWING 3/41HEX NUT$ WELDED TO PLATE 44i X 6#1 WOOD POST —51-411 LONG (AT,ORIVEWAY ONLY) PAYMENT WI, BE MADE =0 Ti E ITEM FOR RAIL POSTS (WOOD) TYPICAL END TREATMENT AT DRIVEWAYS AND FREE ENDS 6 is X 0. X V. EXTEND APPROAC4i AND TERMINAL END TRANSITIONS BEYOND POINT OF STMC W XTT 150 XAM t NEED AS SHOWN IN "TYPICAL LAYOUT". MOUNTING HEIGHTSt 2. 3W- TANGENTS 33"-ON OUTSIDE OF SUPERMEVATED CURVES, MOUNTINTING HEIGHT TO BE 2ALV� MEASURED FROM FINISHED GRADE AT 12" FROM FRONT FACE OF RAIL. XPLATE-Sy STEEL ELD 0 DRIVE, •- FIT FOR MATERIAL REQUIREMENTS AND CONSTRUCTION DETAILS, SEE smmAmm FOR BOX BEAM OWE RAIL. PROVIDE Yg,, Dix DRAIN HOLE 4. THE LINE OF BOX BEAM GUIDE RAIL, WHEN COMPLETED , SHALL PRESENT A SMOOTH AND PLEASING GRADE LINE N BOTH HORIZONTAL AND VERTICAL PLANES. SKETCH "D" BOX BEAM END COVER PLATE Is, CURVED GUIDE RAIL - FOR CURVES GREATER THAN $0, BOX BEAM SHALL BE SHOP WORKED TO THE REQUIRED CURVATURE, AND PAYMENT FOR SUCH CURVED THE CONTRACTOR SHALL HAVE THE OPTION OF USING EITHER THE SPLICE PLATE LENGHTS MADE LWER THE APPROPRIATE ITEM FOR BOX BEAM GUIDE RAIL wisr'! 74 MA RVtOk WW.LA ON PS W"Wm *IWVVT. WK THE zml%lr. rL^fr. (SHOP CURVED). WITH THE SOLT HOLES DRILLED AND TAPPED AS SHOWN ABOVE. BOX BEAM - GUIDE RAIL END SECTION 10 NOT TO SCALE V_ 6, OL to tv A HOLE If TVIS 2# - 31* 21 2' it" 30 IOW H "X19/16" SLOTS (TY " t S%S 'TYP _ 0" x 12" .x :L� & SCW0ES(TYP.TN ROUGH SAWN TWER RAIL *A*,= drr FIN) OF I RAIL ryp.) 6" x%" x 1=1 R64 Qi 50 W x STEEL SPLICE PLATE DDNA.x 4" LAG SCREW m x r- 6" 11* "­-, 4=Imt --,, Millis" if ;M;Lul 411, Ia 1"r vr"-O" 1;°�p I p __pqr"riqq -Gonsultant Com Is sued To ViDooe of RYA Brp-qk, P-..Pdp W iering ConsWtont. REVISION off x%-- It IV- t-KMVKfLL7S MILLZ � Z.- 11 le V3" DEEP IN TIMBER (TYP.) N I # THESE DRAWINGS HAVE BEEN PREPARED STEEL RAIL (TYP.) 3 Y411 x BA" AOSHTO F9020, 4" x ' x 11" WOOD BLOCKOUUNDER MY DIRECT SUPERVISION.T 01 W 8 x 15 STEEL POST, 61-611 LONG T 6" x 6" LOCUST GUIDE POST W/NUT & WASHER (TYP.) (SEE POST DETAIL T14S SHEET) MAXIMUM SPACING 8'-0" C. TO C. X 21'4 BOLT SLOTS POST TO BE SQUARE x 7" AASHTO FOC16 CARRIAGE SOLT POST CONNECT16N PLAN ?1e x I 1,,e SOLT SLOTS (TYP. ll OF NE fi ATIALWA= R"u WAIL RT W/ NUT &WASHER (TYP.) (DIMENSIONS ARE tYPICAL) tr x 0` x x4r L ' 411 X 12" LOCUST OR PRESSURE TREATED Y20 K DOUGLAS FIR PLANK WHERE ORDERED, OELMATOR REFLECTOR Y4" x 8Y2" AASHTO FK20 CAFAACE BOLT 31 SEE NOTE 2 AND SPACING W/HEX NUT & WASHER PLANK LENGTHS TO BE EITHER WOR 16'. TABLE (TABLE 1) —6#1 1214 x 91-1*1 DELINEATOR REFLECTOR SAWN TIMBER RAIL T-- JV 'Ole I SEAL D31'f.< x 7" AASHTO BCFI6 BOL ALL LUMBER SHALL CONFORM TO SPLICE PLATE STEEL RAIL Rmm SAWN PROJECT TITLE THE CLEAN WOOD PROPERTIES OF *1 x 7" AASHTO SCF16 STEEL POSTS, 10' O.C. (TYP.) TIMBER N TOP OF SLOPE CARRIAGE BOLTS ASTM D2555 AND THE SENDING - MIN STRESS SHALL NOT BE LESS THAN 4,000 P.S.I. A, COATED a 5 RECKSON EXECUTIVE POSIT C&MCTM ELEVATION PARK RYE BROOK, NEW YORK 1. MATERIALS AND CONSTRUCTION SHALL CONFORM TO NYSDOT .3. A DNA. X 4" LAG SCREW- AND WASHER SHALL BE NSTALIgD IN GUIDERAL SHALL CONFORM tO PROVISION M PLACE OF THE%" DIA. X 13" CARRIAGE BOLT IN THE ABSENCE OF 2. DELINEATOR REFLECTORS SHALL BE BROWN PLASTIC INVERTED ANY MID -RAIL POST CONNECTION. T-SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR 4. ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO DRAWING TITLE APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUAB, AND A MINIMUM ACCOMMODATE FOR SHRINKAGE OF THE WOOD- ELEMENTS. OF 9 SQUARE WKS, AND CONFORM TO SECTION M.18.09. OELIWATORS SHALL BE ATTACHED WITH FOUR (4) V-LONG, GALVANIZED WOOD MEWS. REFLECTORS SHALL BE SPACED IN SITE & UTILITY ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. 00 - NOT ATTACH REFLECTOR$ DETAILS ON FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE SILVER -WHITE ON ALL RAIL SECTIONS ADJACENT TO THE RIGHT SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE LEFT SHOULDER OF TRAVEL LANES. DRAWN BY RC SHEET NO. WOOD - GUIDE RAIL (Alternate NO. S-1) 11 NOT TO SCALE DATE 0612nO SCALE AS NOTED PROJECT RO=5,2 NUMBER P0473 NOTES- 6" C.I.P. 1. HYDRANT DRAINS SHOULD NOT BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. WHERE HYDRANT DRAINS ARE NOT PLUGGED,A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDE[ UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE 2''0" ` DRAINAGE. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS OR STORM DRAINS. r 2. IF BOTTOM OF HYDRANT BARREL IS AT GROUND WATER OR BELOW, THEM PLUG ALL ' DRAINS, AND PUMP DRY AFTER EACH USE. ..,._ .,._., : ,..... ,may f�2EAK At+VAY COLLAR OR> BOLTS 2" ABOVE GROUND BREAK AWAY COUPLING ON STEM THE FOUR DRAIN OPENINGS I TRENCH WIDTH SHALL BE PROTECTED AND YAVE B FREE FROM ANY OBSTRUCTIONS EDGE OF I TRENCH NO.3 CRUSHED STONE FOR HYDRANT DRAIN 4 CF I CONCRETE THRUST f VALVE BLOCK TEE ° I t IP:IP •°i t {<3 w r UNDISTURBED EARTH t 1j 'ta_,., f ill I I 'r fill I I NO. 3 CRUSHED STONE (6"MIN. ) STRAP VALVE T4 TEE AND w _ �' THRUST BLOCK HYDRANT TO VALVE WITH 4" 6tt THICK CONCRETE TIE RODS AND BOLTS ONE ON EACH SIDE MUST BE SYMMETRICAL FIRE HYDRANT DETAIL NOT TO SCALE WATER LINE NOTE: ALL FIRE HYDRANTS SHALL BE "MUELLER" CENTURION WITH SAFETY BREAKAWAY FLANGE, 3-WAY, OPENING LEFT (CCW). THE PUMPER NOZZLE SHALL BE 4j2"; THE TWO NOZZLES SHALL BE 2Y2"". NOTE: NEW HYDRANT DRAINS SHALL BE PLUGGED AT LOCATIONS WHERE THE GROUND WATER TABLE IS WITHIN 7 FEET OF FINISHED GRADE. AT SUCH LOCATIONS HYDRANT BARRELS SHALL BE PUMPED DRY AFTER EACH USE, MUELLER HYDRANT AS SPECIFIED . PROVIDE-EXTENatt?NPIECES NOTE ' KEEPk,.:HYDR NT;,:. DRAIN#....._:. _. .... ......: REQUIRE FOR PROPER FINISHED & PROVIDE MIN. 4 a .,,.... CLEAR ..'#�,,, .<. GRADE RELATIONSHIP C.F. GRAVEL DRY WELL ° -------- TIE RODS NOTE{ "ANCHORING" TYPE PIPE. & FITTINGS WITH INTEGRAL 61' NRS GATE VALVE TIE-RODDED TO GLANDS MAY BE SUBSTITUTED TEE & HYDRANT WITH -Y4" DIAMETER BITUM. BY THE ENGINEER AT HIS COATED STEEL RODS DISCRETION TO ELIMINATE TIE ROD$ & REACTION BLOCKING 6" CEMENT LINED, CLASS 53 DUCTILE IRON PIPE M.J. PLUG "DEAD END" NRS. GATE VALVE PLAN HYDRANT & "DEAD END" DETAIL 2 NOT TO SCALE GRADE 51/4" SHAFT NOTE., FOR ANY CONDITIONS OTHER THAN SHOWN AT RIGHT THE FOLLOWING REQUIREMENTS SHALL BE MET THE JOINTS OF THE SANITARY DEFLECTION OF PIPE AS PER SEWER OR STORM DRAIN SHALL BE A MINIMUM 10'MIN. 10, MIN. MANUFACTURERS RECOMMENDATIONS' � OF 10' FROM THE POINT OF CROSSING. THE OR AS REQUIRED BY THE WATER SANITARY SEWER SHALL BE CLASS 15.0 PRESSURE DEPARTMENT PIPE AND THE STORM DRAIN SHALL BE LOCK JOINT TABLE PRESSURE PIPE. WHERE THE ABOVE CONDITIONS CAST IRON CAN NOT BE MET. THE WESTCHESTER COUNTY VALVE BOX DEPARTMENT OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED. 20' MIN. NOTE ' SIMILAR INSTALLATION it Uj FOR, CURB BOX OR SERVICE L#I+ _.:.:.. NOTE* x .PASSESBEW— .ATH.._ w . THE SEWER LINE OR STORM DRAIN THE WATER LINE r SANITARY SEWER OR RUM T JOINTS OF THE PIPE SHALL BE A MINIMUM STORM DRAIN (PRESSURE PIPE) X OF 10'FROM THE POINT OF CROSSING, WITH MINIMUM SEWER PEE SHALL BE CLASS OF 'THREE (3) 150 PRESSURE PIPE AND THE STORM DRAIN COURSES 1O" #. 1O' MIN. OF BRICK SHALL BE LOCK -JOINT PRESSURE. PIPE. TO NATURAL GROUND NOTE. REQUIREMENTS AS STATED IN TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER ANDWATER IS LESS THAN t+t� 4%,1ti CONCRETE BEARING PAD 10" AND VERTICAL SEPARATION IS LESS THAN 18". WHERE THE ABOVE CONDITIONS CAN NOT BE MET THE WESTCHESTER COUNTY # A ` ' ` • " + ' • TO BE USED WITH PVC PIPE DEPARTMENT OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED. BRICKS TO BEAR ON PAD CROSS6NG OF WATER LINE UNDER SANITARY SEWER 3 OR STORM DRAIN SPLIT COLLAR WITH 3/4" THREADED EYE -BOLTS TO BE SET NOTE* RODS WITH WASHERS AND NUTS AS IN CONCRETE DEAD MAN- IN ;ADDITION TO CONCRETE THRUST BLOCKS, FITTINGS SHALL BE ANCHOR BOLTS INI3EDDED INTO THE TIED TOGETHER WITH .TIE BOLTS (STAR) 3/41' THREADED THRUST BLOCK INCLUDED GALVANIZED RODS AND NUTS. DIMENSIONS IN THE SCHEDULE AT RIGHT ARE BASED ON WATER PRESSURE OF 250 P.S.I. AND SOIL. BEARING CAPACITY OF 2,000 LB./SQ. FT, THE ENGINEER SHALL ASCERTAIN IF ANY OTHER , CONDITIONS PREVAIL AND DESIGN THRUST BLOCK ACCORDINGLY. p.a tea. aw , 44 ' A "d a a a UM_2, CUBIC -_YARCS CONCRETE THRUST L K EDGE OF TRENCH WIDTH & DIMENSION SECTION THRUST BLOCK AT VERTICAL: SEND$ TENSILE THRUST PLAN NO CONCRETE SHALL BE POURED AGAINST JOINTS PLAN THRUST BLOCK AT SENDS NOT TO SCALE TYPICAL VALVE BOX INSTALLATION 4 NOT TO SCALE sj-sq T-f U%-W IN-MM y, ti r :;t , a 1� 1! s� 11I i11EC1 Ilm Moil IN 1 �, ..s. l3 �. �l t.. 'aa-.9 ■ 3�R 9f l r a,w#ga w. � .,.,.."4� 4 asi sir ■P ,. .. a ' " .,-.,. _�.,, - �. , '9'�} I ,`•r a:\y s4 '.. tq-�t III � , _. I !; i a l,.,5 } .; 1, � rr.} �! _� } .;; ! i #! ", � ql qi ..! ! C; � i i'!1 ` 1 -•g ,!„ ! f. ,,b.! ti'!�'��,, ti .l .'�` •(+ I14' � f . ! ! f .;! ., � i !7 '�"j,� Mtn fs�'iw' 'h � :'�. #: I:II, ^M •�i:/ %1"! ff; ! i�,. r1. i` I. Yi'. }I�a t!! �b'1 r' q! WN NOR w a .� rr III■ 111ly1 ` \ *R . r1 `w`+• e� _on we ,ram `r �i\/w,.y i ` 1 /! /,f . ,e , ��+ r t�W16r.. �I � 1, �a ,, i ��.•<�, •t,c,l- � " r #'1`x! 4 s ! # Pa rr.Pe A III M�11�N 11111�In it 1114110111111111 T'i Ilcnr ij f■ � ■, ARC !1 ! � a ! ■ O N 1 -�� �I, in �I 1<q \ .:... ��//,/�er. +\�\� : r =_'� #rr v. ,-. ,..„ ..Yr.` wtr�,#. '5i.#'Yivr•�a.....#.. �: },x:+r w.• #a7f�?` �l Ft2IYA (tyTtlplygE 4 `ri',••,d-,, 'a.�: VVE ACCESS `. v {��]{�" f'TER Y7V,.YL lf4C Wqm�(Shown SB Deg. Out Of ..0TUSS STOIC ,f r' Position For Clarity- °$ , , , .. f BRA - SO Stlawn $0 Dog. Out Of For Clarity- FSQ :� , ' . %F f 6 STD BASE j3 q� See Owg. S-3,2 For G" Connection To Exist, CB) BAtNATER VALVE P.);sition See 0% S-3.2 For S" tCK1NATER Pp') Connection To Exist. CB) } VALVE ELEYATION VIEW EL fYATI-ON YIEW 2, DOMESTIC WATER Reduced Pressure Assembl 3, FIRE PROTECTION Double Detector Check Valve DOMESTIC WATER, FIRE PROTECTION & METER VAULT'S NOT TO SCALE T-T si p,g/ tyL'6i x �� 9EVE mom tY-t WMEAL SE NO," FLOW *400_,,,,-,_ t� RBQ'uced pfessas Assemthly 2' MIN, E. �--- 2500 psi CONCRETE SECTION THRUST BLOCK AT TEE NOT TO SCALE -..TRENCH EXCAVATION SCHEDULE THRUST BLOCK DIMENSIONS FOR WAND &' WATER MAINS FITTING C.Y. A B 451 BEND 1/3 214" 2"-0`" 22 1/21 BEND 1/6 2'-0" 11-611 11 VkBEND 1AC}i�+ 2"-0' TEE 4/5V* 31-61, 31-011 PLUG 4/5 31,°641 VV FOR 10" AND 12" WATER MAINS 4S'3BEND 1 34-611 V-60 22 1/:2f BENT} 2/5 3'-0"' 2,.DP: 111/41 BENT} 1/5 2'-0" 11-613 TEE 11/2 41-7 PLUG 1 1/2 5t, 001 41-01' FOR 1'r WATER MAIN$ 451 BEND 1 1/2 31-611 41_ptt 22 1/23 SEND 1 3'-61' 31„011 11 1/4 BEND 1/2 2"-6" 2"-01' TEEp� 2 51.041 5'-04" PLUG 2 51-011 51 OP, tP Aii — .� q•.a q a a PLAN SECTION THRUST BLOCK AT PLUG NOT TO SCALE CONCRETE THRUST BLOCK (Sedon 14) � NOT TO SCALE FLOW Flom STEfl, LADDER W it 0.0m GNP CO ' "A I8°xi8'xt8° RECM an ORS sr sly PVC L PH.CO .04.9n s i E LEAF GRATE RUSH WWR NOWORt6��r��(:jliliLli` O/tg3g4R T-T(00-J"@ VALVE RATE, MANN FWYACCESSBE TWM 01, PLAN YIEW LIP I I �m f�` tt II=jF �;i/�:,..a.1 1Ii►#"�"."0, �i,IT�t e qt%Y YfiY}q?qY qua kxbRq?q#% IN1i i1�I t P • � � i � t f i t ! t >� m an wiffin iv VALS ,,,.,gyp Wq Mow 9 4 i a _ � lxlir�Ia� � �I•I�iIIIe11r aLi OAP PIPE SUPPORTS I :�yy I:�.y i � \i6 r'f F T. I •t R � *mot na:#` -#Yry ? % •M'"X.9#,;#.» ` i` i '. ;Y +P � *�f� #...��..� #�#f;„F`�"`�s Nt,R elf 1 fj�� � .... _ , � �jr.p/�•,f�/ya� y� r y� �fff��sj�f�r. I' {/p/ djf;�, flv��� � l F WON WATER MAIN NOTES- 1. WATER MAIN SHALL HAVE A MINIMUM OF 4'-0" COVER AND A MAXIMUM OF V-0" COVER. 2. DEFLECTION OF JOINTS ON WATER MAINS SHALL NOT EXCEED SOY OF THE MAXIMUM DEFLECTION RECOMMENDED BY THE MANUFACTURER, OR AS ORDERED BY THE ENGINEER. 3. EXACT LOCATION OF ALL FITTINGS SHALL BE APPROVED IN THE FIELD BY THE ENGINEER. 4. ALL HORIZONTAL AND VERTICAL SENDS REQUIRE THRUST BLOCKS. SEE SCHEDULE THIS SHEET FOR MINIMUM REQUIREMENTS. S. ALL PIPING, VALVES, HYDRANTS AND FITTINGS TO BE SUPPLIED BY THE WATER COMPANY. 6. ALL, WATER MAINS TO BE DISINFECTED IN ACCORDANCE WITH A.W.W.Ab SPECIFICATION 0651`-86, EXCEPT FOR SECTION 5.1 LATEST REVISION. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF WATER COLLECTED FROM THE NEW DISTRIBUTION MAIN AFTER DISINFECTION SHALL BE SUBMITTED TO THE W.C.H.D. PRIOR TO USE OF THE NEW MAINS. 7. PRESSURE AND LEAKAGE TESTS WILL BE DONE IN ACCORDANCE WITH THE LATEST A.W.W.A. STANDARDS. S. THE PROPOSED WATER MAIN WILL BE INSTALLED 10"-0tt HORIZONTALLY AND 18" VERTICALLY FROM THE EXISTING SEWER, WHEN THESE CONDITIONS CANNOT BE MET DUE TO FIELD CONDITIONS. THE WESTCHESTER COUNTY HEALTH DEPARTMENT WILL BE NOTIFIED AND A DETAILED SKETCH WILL BE SUBMITTED FOR APPROVAL. 9 v 3 RECK.SON ASSOCIATES RECKSN CONSTRUCTION GROUP �JRPORATE CENTER 225 BROAD HOLLOW ROAD ELVILLE, N.Y. 11747 51-694-6900 RECKSuN EXECUTIVE PARK RYE BROOK, NEW YORK DwNEY « TUB ScHwALB,E, 01may Tuna Schwalbe, t,LP planning One North Broadway 5ngineering White P/atns, NY 11601 Landscape Architecture 914 428 0010 �nY{ronrrret7ta{ SarvtCes 914 428 0017 FAX Project Management 1211kO tS3M, TO VILLAi� RYE BtOM Fit FINAL SCNA7C E. 04/15, /W K� FM C TRIXTM . 07/18/00 I St., TO:VkLAG OF VE IMM' D40NM G CONSULTANT NO, DATEI S10N THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION. ^( OF if C, tsl'~rrs` t l 064ff�4 � SEAL PROJECT TITLE RE KS N EXECUTIVE PARK RYE BROOK, NEW YORK DRAWING TITLE SITE & UTILITY DETAILS DRAWN BY RC SHEET NO. DATE 06>2200 SCALE AS NOTED r � 3 PROJECT NUMBER P0473 DESIGN BY wjc. 6 a ►'ri �� RECKSON ASSOCIATES RECKSON GROUPCONSTRUCTION CORPORATE CENTER 225 BROAD HOLLOW ROAD *•4#0 RECKSON EXECUTIVE PARK RYE•O . BROOK Dww + TUNG Sa-Wi A, a Divney Tung .: , UP Planning One North Broadway Engineering White Plains, NY 10601 Landscape, 914 4280010 Environmental Services 0017 FAX projectmanagement N..IN 51 East 42nd Street York,New s10017 972-9800 MIS SEMI!# $ r VA A HAVE BEENPREPARED THESE DRAWINGS UNDER MY DIRECT SUPERVISION. OF NeW 71frI d All t c, • p SEAL PROJECT RECKSON EXECUTIVE PARK rr RYENEW YORK DRAWINGOOK, EROSION & SEDIMENT CONTROL PLAN' '�, .� NO. e PROJECT NUMBER �. 0 0- 24" DIA. DOUBLE WALLET? HOPE BARREL PIPE, EARTHEN EMBANKMENT. CUT SLOPES 1:1 MAX. GRADIENT. FILL SLOPES 2�1 MAX. GRADIENT. CAREFULLY COMPACTED RIPRAP OUTLET. 4 TO 6" Z1_HALL SELECT BACKFILL. NO ROCKS OR SOIL CLODS 7 2" DIA, LAID 12" DEEP. WIDTH AT P24" DOUBLE WALLED ADS RISER PIPE W/ TRASH RACK ANGLE FZRsi" STAKE TC BE 5' AND AT END 12'. PER NYS GUIDELINES. PERFORATE W/ 1" DIA, HOLES PREVIOUSLY LAID BEGINNING 6" O.C. ABOVE BARREL TOP. WRAP PIPE FLOW- W/ 70OX MIRAFIFILTER FABRIC. F'LO' PERIMETER FILTER FENCE, SEE DETAIL 5. <, . DEPTH EMBEDDING DETAIL. FILL RISER BOTTOM WITH 2" STONE. NOTE` PROVIDE RIPRAP OUTLET FOR ST'S PER NYS GUIDELINES FOR RIPRAP OUTLET SEDIMENT TRAP, 1 TEMPORARY STAND PIPE N.T.S. INLET Pf(3TEGTtENV N.T.S. STABILIZE AS REQUIRED. COMPACT DIKE W/ ON STEEP SLOPES EXCAVATE TO EARTH LOVING EQUIPMENT PROVIDE REQUIRED FLOW WIDTH 2:1 SLOPE OR FLATTER B AT FLOW DEPTH BOTH SIDES Q. EXTG. GRADE S C FLOW CIS . T ' LI ATIaN SECTIO, N GRADE DIKE A DIKE B DWE SIZING 04314X SEED & STRAW MULCH SEED & STRAW MULCH (5 DIKE A AC. OR LESS) DIKE B (5 - 10 AC.) 3.1-5.0I: SEED & STRAW MULCH SEED W/ EROSION CONTROL BLANKET, SOD OR 2" STONE A - DIKE HT, B - DIKE WIDTH 18" 36" 5.1-8.OY SEED W/ EROSION CONTROL LINED 4-8" RIPRAP OVER C -FLOW WIDTH 41 4' 6t 6` BLANKET, SOD OR 2`t STONE FILTER FABRIC D - FLOW DEPTH 81115" 8 f+ SEED W/ EROSION CONTROL LINED 4-8" RIPRAP OVER BLANKET, SOD OR 3-5" STONE FILTER FABRIC EARTH DIKE N.T.S. MIN. WIDTr ., s ,START3 CLEAN STONE ' AT E41ST;l PAVEMENT COMPACTED SUBGRADE SECTION P .h FABRICFILTER 0 PLAN 1. STONE SIZE - USE MIN. 3' STONE, OR R ECLAIMED OR RECYCLED CONCRETE EQUIVALENT i REQUIRED, BUT NOT LESS THAN I WIDTH4. 1• AN THE FULL WIDTH OF DRIVE AT, POINTS WHJi« INGRESS OR EGRESS 1 SHALL5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD COMPACTION ENTRANCE r.s PIPED r ACROSS r ENTRANCE. PIPING .'r IMPRACTICAL, A'4A A MOUNTABLE B 7. SLOPES WILL BE PERMITTED. MAINTENANCE THE ENTRANCE A SHALL MAINTAINED A CONDITION THAT WILL PREVENT DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY. THIS MAY REQUIRE STABILIZED CONSTRUCTION ENTRANCE 'SURROUNDRISER PIPE NOTE: COMPLETELY RISER W1 PERIMETER FILTER BARREL PIPE IEARTHEN EMBANKMENT A N! E ,� 'st i > it EMBANKMENT 1 a f- *�#40 WOOD-• • • r FABRIC STAPLED TO WOOD RAILS & FILLER 1#'4i,.1{4{4;{{{{4{44{;ti*q.4g4 2X3 WOOD FILLER #4444{444g41t##44 4444P #q '»y {4t�1.i'# ♦#.;4 #A4Rt 44♦♦444#4444♦44 _ i+4+4, f*4.4>{#�4{4q+�44?4 �4{'44{44+F•s< #t11�4�#�f 9!#i4!•#�4q#A444�►+{F O#fit2X3WOOD RAIL {:1,j,4j�{'�q{,{4q{{4,p+.ilk{4{'►4f+F4{►{'�- `; ` sus+wss�4ati�{►*i+i{�`et{#!+. tt+«raj �l+�iai i l i PERIMETER FILTER FENCE NRT,SR a. General II�tSTAL IC#N NOTES .Install and rrtairttam in cormpiianee wits tree stew Torn 5�ate uepart v., ent of Environmental ConservvtIon Generaf P -it for torrm 'biter iechiarg ;s frtarn 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE Construction Activities. ADJACENT BALES. 2, EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4'. (1) Retain go cop of the pray# -Vs NQ`ttce oil Intent l�Q brief description of the prcact cs:led a prorrtirft pt for:pubic. ate. and :a copy of P 3. BALES SHALL SECURELY ANCHORED IN LSE BY STAKES OR RE-BAt the .ro ect Storit Water Pollutcsr re:v nt:cif% it the ! , BLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. cQristructic ri sits from the , d 'te of ih-t', atic t of c nstructta activiti:es to the date of the Noti:+�e of Terrnin�tic�n tt�lOT� subr�€�� I . iif Instoll in accord -once with the d�awi or l aw York�...;Gi�iidi dies for Urban fi STRAW .E T 1� i'♦�R 4iM'6 Eroston w Sediment Cantrol, Third Pirintii�tg, 'i g1 ( Gutde lnes,) or tie �rosf�zn and Sediment C4nt chi best Mtn ei'hent I raa : e ,; In Merles; Westchester jaunty, NY, 191 {�.. Guie�iies3,►hicheuer is: strtcte.r, iii, Grade anal maintain site at all tunes such that all sto:rrn water runoff from disturbed areas is diverted to so,if erasion rind sed'imentati4rt control facilities, iv. No changes to the Soil Erosion and Sedimentation Control Plan shall be made without approval of the O'wner`s .Representative, v No more than R. aeres of soil not pr ote t d b d d' t 4, POSTS c ey erosion art se• imen;a ion control measures, can be disturbed at t,lrtlef -~+~ 51PaRT NET s vi. The Contractor shall comply with a t€cable Federal Mate, and Local regulations 9 and POST 1. EXCAVATE A 4 INCH ► 4 INCH TRENCH ALONG THE PROPOSE FENCE ALIG ENT. relating to the prevention abatement of pollution. FILTER FABRIC T vEa SECTS A 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE B -rr (DOWNSTREAM#) WALL OF TIME TRENCH (NET SIDE AWAY FROM DIRECT OF FLO n )R b, Product Data• Submit m ufact'urer' S catato. ue cuts specifications and installation �E€� instructions for silt f+gnces, filter fabrics, erosion corivol blankets, trash racks, anti- BACKFILL3, DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY seep Collars, and sediment trap riser and barrel pipes, 2 INCHES FROM THE TRENCH BOTTOM. SECTION a 4, LAY TIME TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE3, WORK SCHEDULE SECTION A TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL. Preconstruction Phase: NATIVE SOIL 5. JOIN SECTIONS AS SHOWN ABOVE.a. Si CONTRBUTINI AREA SLOPE LENGTH SHALL BE LIMITED TO LENGTHS ON P W.CR GUIDELINES 5.124 1. Install stabilized constructioi't .entrance. ¢ 2f Prior to etearing vegeta Joh In watershed instoll perimeter silt fence/hay banes and silt fence TOE -Ili METHOD JOINING SECTIONS OF FENCING at ea<isting detention basin. SIB. T FENCE 7 N.T.S. W w 2 � � SLOPE OR LESS w W w W WWW W W w W W W W W W W W WW w W w W W W W W W W W W W w W �, r W W W W W w W W W W 'r W W w W W W W w W w w W W W W W w W W W `y W w W W W W W W W W W W w W W W w W W W w w w W w W W W w w W W W w W wrW� W W w w w W • 4`.WwWpW1,WVY'Wwtl!tlwi,•WWW WWWWWw WYWW Ww,YrwW . STRAWWES OR SILTFENCE INSTALLATION NOTES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2, MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2, 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED AS NOTED. 4, TEMPORARILY STABILIZE AS NOTED IN SPECIFICATIONS g . SOIL STOCKPILING N.T.S. 3. Prior to grubbing �ar d grading within a specific watershed install., i. temporary sediment traps, and ii. temporary earth dikes/swales.. 4. Protect existing .piping to remain in place maintaining eleva#ions, 5. Grade out remainder of site from southwest to northeast. Main-tain temporary earth dikes/swales assuring all sedirrtent reaches the sediment trapS, b. Construction Phase: 1, Inspect and maintain erosion and sediment contro.f measures until their removal as pe -spec measiires at Teas=t once a week and within 24 h1Dul~s of.,the end of inch r a (} 5 nc o grey -ter storm event. Stabilized areas will be Inspected rrionthly until the entire site is stabilized. Maintenance will°be completed within 7 calendar days of determining its need. 2. When excess soil from earthwork activities occurs, construct and stabilize soil stockpiles. 3. Provide dust control. 4. Keep paved roadways clean. at all tunes, 5, Tem-orariI stabilize as specified &. Followin.: f nish g:rodin. , install temporary or perm onent stabilization IiTtm'edio ely foil awtng he instoltatioh of catch basil mte_ts I`nstatl i�tlet protection, c. Post Construction Phase: 1 Stabilize watershed and have Owner's R•epre-eentete review aril :rave, 2, Remove teat arrir earth dikes aril ve :tcte. and err%ci till st�iti t r p y g. p e y a. �e he elated disturbed areas. 3. Remove sediment trapand vegetate arid, permanently stabilize r t .. ab .ze the a sled disturbed area, 4. Complete water qualitbasins, including rad g and ptaritirt ' .. P , monently stabilize, vOwner's R r: 5. Have Representative r , e e t eview ..rig , . r, v stabilization p e a d s o e stab Iizotion of area noted shoos. 6. Remove perimeter silt fence and ve efiote and stabilize the related disturbed area, 7, = t � storm drainage outlets will be sta�itized as required, before the discharge :o`rt s g q , rge points t become operational. 4. PRODUCTS AND EXECUTION a. Se ment TrapS� qt ip coriec ort d anti fee co Icir oiiectio ; s s I# be wa�ert gc�ht except fopr t o riser op Iri e� ap i Ira i�r c a arc has. �n� arikment rmoteriaTshaltbe ,taken from ap: root arecis, ais directs b�. owl e s re reeeritetive. It shall °be clean mineral soil free o roots , wQady ;ve tatinversied stares, rocks, or other ab}ectiomable rmaterial Retativel ervtoc� ioteriat suoh as sand car gar shaft n;�it be ,placed In the ermbQnkrne or1 which flll i' ,to be placed Bha be . °� Sc ifi�'d rior t�3 lacemen f 1. tt r p p ©f i t, fTe fi i'�Qte tat abaft cc��rtairn s�if fic7ei�:t r�icitu�`e so , , that it can be formed b hand into a boil wathcut c+rriitslta :. ff water ca`ri a ee gf zus out of the ball the material is too wet for ro,f0r corm adti i and no-cce ibf ar in the Fill embankment. material shall be taced`'in six , iprtoh tc .et ht inch tic'fc continuous layers over the entire le l th cif the fill. Corn: ctid sh-calf be obtained b pffliso routing acid haulm the construction 6 ui{j' in-ent over the that the entire surface , � i of qoc'h later of tMe finis traversed by at least one, wheel or tread track - the equipment or by the use of a compactor. The embankment, shatlbe constructed to LENGTH OF WEIR an elevation ten percent higher than the design height tQ allow for settlement. _011 21MIN. b, Inlet Protection: The filter fabric shrill be Mirafi 700X or equal. YP,> c. Earth Dikes* Compact dikes with earth moving equiprn rit, Erosion control blankets 1' (TYP.) shall be BonTerra CS2 or equal, C ° d', Stabilized Construction Entrance: Thefilter fabric shall be Mi.rofi 6:OOX or equal. The a Contractor shrill keep the roodwa s within the project clear of soil and debris and` is street responsible for any cleaning necessary urng the course of the project, e, Silt Fence# Silt fence fabric ashall be Mirofi 100X or equal, Woad posts Shall be of - ... sound quality hardwood, Q minimum 36 1 he, lon ` and two in square. Metal be T posts, shall standard and U section wet iri of less than one Duna per linear , foot. ¢,_ ,, 8 STONE Wire ,fence backing shall be a rt�inirmum 14g1/2 gage with a maximum six inch mesh opening, and securely attached to -fence pasts, Posts shall extend a minimum FILTER CLOTH of 16 inches into the ground. I f. Flay Bale Barriers: Wood posts shall be of sound q•iiolit ., hardwood, a minimum 36 � ST BERM MATERIAL inches long. Metal posts shall be standard T and U secion .weighing not less than one pound per linear foot. PROFILE g. Temporary Stabilization- L Establishment of Temporary Grass Cover: Prepare Seed bed sctarify if Compacted, remove ebris and obstacles such as rocks and slum and seed within 24 hours. Amend SE}iti lime soil.to H of;0 and fertilize at a rate of 14 TOP OF BERM (BEYOND) tbs. per 1,000, square feet with,a <-°10-IG or.ejutvoient fertilizer. Work amendments a minimum 4 inches If October/Novpmber of into soil, seeding in SEDIMENT TRAP SEDIMENT TRAP BERM seed shall be Certified Aroostook winter rye a 100 tbs. per acre, otherwise STORAGE AREA seed shall be ryegross (annual or perennial') 0 30 tbs. per acre, WIDTH OF SEDIMENT ii. Mulch: Small grain straw mulch shollbe applied at a rate of two tons (100 to TRAP SUMP END 120 bales) per acre. Slopes greater than 5OX shall be immediately mulched with 1.51 LENGTH , erosion control blankets. Blankets shall be Bonfierra S2 installed .. _ .. . _ _ . _ .. . _ . _ .. a _ .:..:. • ......... ............ ........ _...................... SEDIMENT TRAP _... .. _......_ _.._ _ ._...... _ ..._ .-_. .....•... .. .. ._ .. .,._... _... .cis_ _ ........... _ . , . .--•.o." •. _ _6d'e`d -by- .-•. - - .ufactueer, rec mmen man SUMP 10-Ole iii, Treat all disturbed areas within 500 feet of an inhabited dwelling as necessary to -� provide dust control. Conform to all local and state regulations governing these activities'. .. iV4 Install Temporary Stabilization within 24 hours after the end of construction FILTER CLOTH activities in an area unless there is snow cover or construction activities will resume within 21 days. CONTINUE STONE & CLOTH h. Construction Vehicles: Thoroughly wash down oil construction vehicles each time they TO TOE OF BERM leave the site, and cover with tarpaulins as necessary to prevent vehicle transport of sediment offws'tte. Direct wastewater from was down operations to a sedimment trap, i CROSS SECTION EMERGENCY r SEDIMENT OVERFLOW M s, t j PROPOSED ILA ,-,-STORM SEWER MANHOLE CATCH BASIN CONCRETE GUTTER 4\s LA LOCATE AND Y. DRAW INLET (19*4 CONWT EXIST. 0 iv 0 4r CONCRETE HEADWALL k t CP WARY SEWER MANHOLE k WATER VALVE U, Ak FIRE HYDRANT STORM MANHOLE TO REMAIN SEWER MANHOLE TO REMAIN STORM SEWER PIPE 04 STORM PIPE RELOCATED —S 44 SANITARY SOO PIPE NN\ tjl _DW- DOMM WATER SUPPLY n: Fs— FIRE PROTECTION WATER SUPPLY 710 SPOT GRADES G CWOUR ".z C G. "Ile 1-1 "1 � f 1> N 000 N A :87�22 V, tz N, 29146 510 -q,\ 10� IX 28 IN Remain, C, & TO 1290.41 Q' t-D 2. 0, R 2n35 Nil' t 1 2-2 WC 1161) 11 1 - W30 % - - - - - - 29725 �861 If 2. 3 Ce V)2_1 Nk 39� CB 2-4 12861 R 28 U 286.90(2 4M 1286, >4� T_ Y. 62LFV1'0'1MP T11f" -2_�14 8; N It �00 41LF l6'CMPWW% t TRENCH 2-4-4f t R 283.83 NA i, )�RAOSED 12 V8.93 V1 'N 11 'N. y, X 0, L CB 2-3 Z -100" CS 4.--.6-1, 4-2 \294.95 t 293.50 NN �k\ 4 r, STAND N, 6L FkIPE 1'�/, DMH 4 t PERFO CS 2-3- k . R 28r).00 t�NED NN - - - - - - - - - - - STONE 1 "00, 271,1 OVERFLOW -4w 11� P A. f \-­;Z- FXis, 31 V jA < 4, 7� �:7r 2 2 YL 1v (,;ts 4 —w� 4 qv — \1-274�02 A-151014 7iV 12 501 (WQ B 1) ? t Exst N." 41z rv-i �071 '0 0 bit 12 NNI it tj 'A' I I 17' 1 i IN 11 "Ail t A-zq 066 or N t I I I-P)I 1_41 t N. it "OK (1001 onu t V S ro TBA (07 A( e 1 A F '01` 4 0 Wetland Buffer i I i I N 11 0 71 t Distumance KV. 3 TYP.) MTLAND PERMIT N!9TE§LQQNDITI0Ns5 -A N f r10 vr� \1\ I y (1) WRKCONDUCTED UNDERA PERMITSHALL BE OPEN 70 ;> LAV INSPECTIONATANY TIME, INCLUDING KEEKENDSAND THEAPPROVAL AUTHORITY, THEADVISORY 1% NI HOLIDAYS, BY E COUNCIL ON EN14RONMENTAL CONSERVATION, THE VILLAGE 0 ENGINEER OR THEIR DESIGA14 TED REPRESENTA 77VE. 4 J� ALL INPECTIONS $HAILL SEARRANGED THROUGH THE % CONSTRUC77ON MANAGER OR PERMIT HOLDER TO ASSURE END SECT ------ 4 OPERATIONS SHALL BE CERTIFIED PROPER SAFETY PRECAUTIONS ARE IMPLEMENTED. < "'INEER. T CD 2. WATER QUALITY BASINS AND DETENTION BASIN SHALL BE REGULARLY (2) REFER TO PERMIT FOR EXPIR4 TION DATE Q)io� ILL CLEANED AND MAINTAINED AS REQUIRED. or A=20-266 3. DUE TO PRESENCE OF SURFACE WATEP, SEEPAGE, 6NDERDRAINS SHALL (3) THE PERMIT HOLDER SHALL N077FY 71HEAPPROVAL AUTHORITY 7 IN BE FIELD LOCATED AS REQUIRED. SEE DETAIL NO. 11, SHEET S-5. 1. OF THE DA TE ON WHICH THE WORK IS TO BEGIN, A T LEAST (5) C ARWAY (WQB DA YS IN ADVANCE OF SUCH DA TE. Wetland Buffer 00 -Popi YtR It THEAPPROVAL AUI`HOR1TY`S PERMITSHALL BEPRommNny 0 25 _A D19PLA YED AT THE PROJECT SITE DURING TRE UNDERrAKING A =61,229 S`F` Mitigation 0 Area (Typ.) of OF THEACTIVITIES AUI`HORIZED BY THE PERMIT (DETENTION Cq to, 0 BA SIN) N 260 100 Year Flood Elevation 'A NOTE: Flood Insurance Ra% Man 1�4 =17 This drawing comprised In part of translated computerflies from the following Consultants: IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK 0 26 50 100 150 200 STATE EDUCATION LAW FOR ANY PERSON TO ALTER A` - Community Panel -NW. 360930 0005B V � k Topographic Survey: 98161fl.dwg & 9$1$1f2.dwg from GEOMAPS International dated 04/17/98. THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS - N\\l % PropertyA.Itility Survey: rackson$.dwg from BUNNEY ASSOCIATES dated 0""S� WRITTEN VERIFICATION OA ADOPTION BY A NEW YORK September 2-8,1979 1 Building., RopFcgrd.dwg, A9pFz1st.dwq, Ropzbsmt.dwg from CANNON. dated 0&21"0 SWE LICENSED LAND SURVEYOR OR ENGINEER IN Landscape: X-Iandsc,dwg from MPFP LLC dated '06/2"0. ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW, AWN oil RECKSON ASSOCIATES 7 RECKSON CONSTRUCTION GROUP CORPORATE CENTER BROAD HOLLOW ROAD MELVILLE, N.Y. 11747 516-694-6900 R E C M630 N EXECUTIVE PARK RYE BROOK, NEW YORK DtmEy TuNG HWALBE Divney Tung Schwalbe, UP Planning One North Sroadway Engineering White Plains, NY 10601 Landscape Architecture 914 426 0010 Environmental Service S 914 428 0017 FAX Prolect Management CANNON 51 East 42nd Street New York, New York 10017 (212) 972-9800 THESE DRAWINGS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION. k SEAL5 PROJECT TITLE 4 RECK%*':*30N EXECUTIVE PARK RYE, BROOK, NEW YORK DRAWING TITLE WETLAND MITIGATION PLAN SHEET NO. PROJE& NUMBER 2 SEED MIX PLANT LIST UPLAND AND WETLAND SEED MIXES UWS NORTHEAST UPLAND WILDLIFE SEED MIX -3-0-S-E-EFS FE_R FT. UWR N—ORLHEAST LRLMD_ WlLLFL0VWER/RESMATIQN EROSION MIX 99 SE DS PER FT. 2EE NORTHEAST WETLAND, RUSH/BULRUSH,MIX, F3_0 W-E PER SO. FT, WNW NORLHUA T WETLAND NATIVE 9ILDFLM&R MIX 50 SEEDS PER §Q, FT, 2�rL ___�_THEAST WETLAND FOREST'HERB MIX 90 SEEDS PER SQ, FT, NORTHEAST WETLALD Q EED MIX 550 SEEDS PER SO. FT, _)�§S NOTES I- ALL 2:1 SLOPES TO RECEIVE SOILS STABLILIZATION JUTE MESH 2- ALL WETLAND PLANT MATERIAL AND SEED MIXES SHALL BE SUPPLIED BY 'SOUTHERN TIER CONSULTING, INC, (716) 968-3120 3- CONTRACTGR SHALL PROVIDE A UNIT PRICES FOR HYDROSEEDING W/ NORTHEAST MIXES NORTHEAST MIXES ....... . . ..... 0 -1/2' U FM 4 MUM 0 3/41/ it r-m 6 1011m lahm 0 M iml Imilml L__".J 0 1/4' = V FM24 16 /-5 PS 2 GT 11 STONE WEIR SEE DETAIL ON CIVIL DRAWING 0 WATER QUALITY BASIN 3'-4' BOULDE (TYP) - 'OUL! (10 REQUIRED) EXISTING VEGETATION 3 PN UWR 3 PS NORTHEAST UPLAND WILDFLOWER/RES TORATION PA A EROSION MIX 2 PA 220 ip 5 AR 5 PS 5`6' BOULDER (TYP) (4 REQUIRED) NOTES; 1, BOULDERS TO BE PLACED AT THE'DIRECTION OF THE ENVIRONMENTAL MONITOR 2, STAKE LOCATION OF RIP -RAP SWALES FOR APPROVAL BY ENGINEER OR ENVIRONMENTAL MONITOR 3. LANDSCAPE ALTERNATE L3 - DEDUCT BOLDERS 17 TC 5'-6' BOULDER (TYP> (12 REQUIRED) - 3'-41 BOULDER (TYP) (22 REQUIRED) 15 TC DETENTION BASTN/VtATER QUALITY BASIN/WULAND PLANT LIST BOTANTfC& OTY �.'TW WETLAND� TREES _SA 17 -3 CA LLG6 2�� TAX q -4 —1/21-31CA I COW BALFC-MR-EFS 11 2 I/al-311CA CA CX �-ARE-x STRICTA 2 G T 4�� CXP - CAREX STRICTA DROOPING SEDGE JE JUNCUS EFFUSUS _�OFT RUSP SV SCIRPUS VALIDUS SOFTSTEM YU—LRUSH ISLA T P P TL TLPHA LATIFOLLA n` Q-11-CATTAI 210 1 2 AR NL _N"_AR LUTEA ­LL0V W&TER LILX 3 CR 2 GT 2 GT PEN ULA F-ME 'XP rEFTRUSH SOFTSTEM BULRUSH ED ��All ONLI .. 9 pp 10 GT' 2 GT 2 G F 2 GT 2 GT 0 a G 206 CS 0 ip kl It GT 2 �GT 30 JP 2 GT ------ 2 GT I AR 2 GT 2 GT 2 GT 2 GT� p It GT 2, GT 2 GT 2 G�l 200 CS 2 GT -k 3T Qp 2 GT 700 FB 001, 2 GT 2 GT 2 GT 2 GT 2 GT 0 hler I GT ly 2'GT A ly 2 GT + 0 A 2 GT 2 MI 55 JP 4, _,�O� 2 G 660 FB 2 GT ....... 2 T 45 PN 2 PN R ........... 0 J -45 JP 155 CS ........... T 55 ip 2 G ........ 12RC,9RR,9RH 2 CR 3 PS ...... ..... ...... 55 ip �4 OP ......... 2 GT 3 M 1000 TL 2 AR LAWN ........ 1800 IRV 2 YT NORTHEAST WETLAND TD ....... ....... RUSH/BULRUSH MIX ...... _ .. 1 1, �, � ..., . ____ - __ 1 11 .... I ... ....... ...... ...... I MS 00 TL + ............. 1400 CXP RETENTION POND 1400 IP- NORTHEAST UPLAND WILDFLOWER/RE S TORAT ION EROSION MIX 1800 IRV ......... . . . . . . 3 CK NORTHLAST WETLAND NATIVE WILDFLOWER MIX I SA EXISTING VEGETATION 2 SA NORTHEAST WETLAND GRASS/FORB MIX ISLAND .... 8 1 �D 1200 CX + 7RC,7RR,IIRH 7RC,5RR,5RH, ....... I SA 500 NL NORTHEAST WETLAND NORTHEAST WETLAND ........ GRASS SEED MIX RLISH/BULRUSH MIX NORT ET AND 3' Fl HEAST W L 0_1 __MLL_QF CQEB 1800 IP STREAM AT ROCK FOREST HERB MIX + - + 0 7RC,5RR,4R NORTHEAST UPLAND, WILDLIFE SEED MIX 1 SA S4 1800 Sy -I' S4 1200 JE TRAIL MULCH PATH TYPICAL LIGHT POST & TREE LOCATION FOR PEDESTRIAN/ROADWAY POLE LIGHTS PLANT LIST TPAI MAMr TREE PLANT LIS, Ul 3 1 WIT gal ALT LID lilligl .11 SPACING rN SWUBS M NT E-MMEEN A2A1EA 46 WZ ATALEA 'ROSERMD-- PIRR AS SHOWN AZALLA MIND-CRM RED EVOREER AX-9— 143 AL _lp— RH13DONN-M - — -U MOMENDRON—_ 14 _35—L Mflc_- L, PLANTING HOLES SHALL K AT LEAST TWICE THE DIAMETER OF THE ROOTBALL, _W7 RROMENDM R TJW - AS SMWN PINK 5GAL, S140—WN -------- CH COTONEASTER HR7MTA_Ll'9_ 12 5GAL. 2� ALL ROOT BALLS SHALL BE PLACED ON LINDISTURBED EARTH OR ON A PEDESTAL OF COMPACTED _Tp_ ROCK CUTWA90 "PERUS'CH JNENSIS 'PARSO MY PARSONS !LN—WR 3953 18'-24' SOIL. THE CROWN OF THE ROOT BALL SHALL 5E SET AT THE SAME LEVEL AS THE NURSERY, 77F, FORSYTHI"V IDISSINA-WWAMS BRON GREENSTEM FORSYTHIA 3160 - -24' HT TAXUS MEDIA RIM IS' - D&BIAS HMO I FULL.Q;ll Ks YEX 259 1 181 F4' I B & BIAS SMWN I FUIl_$_DENSE 3� BURLAP SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL. ALL NON _SE FOUNTAIN QN- -BIODEGRADABLE OPECUROIDES CHINE GRASS— 33, 1 T, 1121 &C, 0 MATERIAL SHALL BE REMOVED COMPLETELY FROM THE ROOTBALL: ALL TIES SHAll BE REMOVED FROM MISC MISCANTHUS SINEW N GRASS 27 OWTS CONT. 136, BIC, d 0 THE TRUNK/STEMS OF THE PLANT, -VIS-V MISCANTHUS SINENE VERIEGATED JAPANESE SILVER GRASS, I 36.'__O.0 BK BUXUS HICROPHYLLA KOREANA KOREAN LITTLE --- LEAF BOXWOOD 1 30 1 2 GAL. 4� BACKFILL SHOULD CONSIST OF A MINIMUM OF 50%OF THE ORIGINAL SOIL EXCAVATED FROM THE __JH___..'JUNlPERUS HORIZONTALIS 'VILTONIF____ BLUE RUG JUNIPER 24' :5 0 1 340 1 C I 0 0- PLANTING HOLE, UNLESS THE CONDITIONS OF THE FX("-'�VATED MATERIAL WARRANT REPLAtMENT OR PM_ PINUS MUGO 'PUMILD' DWARF'MUGO PINE ----- ---- :3 -C L AMMENDMENTS, '7-- 6 15'-18' U:t 0 ­LF EUONYMUS FORTUNEI 'COLORATTS PURPLE WINTER CREEPER 145 ?_ a 1/2, C. RC RHODODENDRON CATAWBIENSE HYBRIDS RHODODENDRON HYBRIDS 5 3' - 4' HT 8 e C 5, PEAT MOSS IS NOT RECOMMENDED FOR USE AS MULl':I­i OR AS SOIL AMENDMENT; RH, I RHODODENDRON HYBRID P 'PINR HYBRID RHODOr C 0 INK AS SVOWN 0 GROUNDW—AR & VINES e4— PLANT & THREE INCHES OF MULCH SHALL BE SPREAD OVER THE PLANTING HOLE. f MULCH SHOULD BE KEPT AWAY FROM THE TRUNKS OF TREES, LS LIRIO SPICATA 'VARIGATED' VARIGATED LILY TURF I:a 77 1 ___FnmT_Tlo# 117 f- 17, BOTANTICAL NAME LOMMLN NALE 9TY I BID SIZE I SPACINGI COMMENTS J I im I --- ­11 4� JC S/PEqNNIALS LM LLRIPPE WJCATA 'MONROE WHITE' LLLY . TUO U40 I I GAL. L 7, TREES SHOULD NOT BE STAKED UNLESS ABSOLUTELY NEC"ESSARY; IF TREES ARE TO BE STAKED, GUY _O.C_ VI VI A MINOR VINCA 2IN I 5'POT C5 CC CHRYSANTHEMUM SPECIES 'YELLDW* CHRYSANTHEMUM 97 1 1 GAL, I? WIRES SHOULD BE LEFT LOOSE TO ALLOW FOR NATURAj, SWAY. STAKES AND WIRES SHOULD BE AwA JAI " 'DrRENNIALS CP CHRYSANTHEMUM SPECIES 'PINK' CHRYSANTHEMUM 93 1 GAL 12, O'C' REMOVED FROM TREES AFTER ONE GROWING SEASON. _WA_ MUSCARI ARMENIACUM __i_v SALVIA VERTLCILL6TA 'PLIRELE RALN' 6, pot I IW-W I GRAPE HYACINTH 150 4' D.C. --IURPL,E- RAIN_ A TATTM 'PPA _9FM—ENTAL KALE ROSE BOUQUET ORNAMENTAL KALE 102 1 G& .12' P_.�. WN 1 _.ELATS M HOST fTAITOO' HOSTA 3 6' POT �&SHOWN I 8. UNLESS SPECIFICALLY REQUIRED, TREE WRAPPING SHOULD BE REMOVED AFTER PLANTING, OW ORNAMENTAL KALE WHITE X-MAS ORNAtENTAL KALE 88 LA LAVENDULA ANGUSTIFOLIA LAVENDER 4 1 LAL. le, 01C. I I GAL. 12' D.C, RUDBECKIA HIRTA GLORIOSA DAISY BLACK EYE SUSAN 130 1 GA CO COREOPSIS X 'MOONBEAM' MOONBEAMf COREJO-PSIS 8a 6' POT --- L> 0 L, 12' O.C. lael- C. PF PETUNIA 'PRIMETIME' BLUE HYBRID HYBRID -FL—ATS C. L 9. ONLY DEAD BRANCHES SHALL BE PRUNED AT THE TIME OF PLANTING. =D fEDUM SPECTABILE 'AUTUMN JOY' SEDUM 'AUTUMN JOY' 30 BLtE PETUNIA W,-p 0 Is! G.�, 81 C. TULIPA GOLDEN EMPEROR OYELLOW' FOSTERIANA TULIP 'AUENT-LIAC' IMPA ENS HYPRID LILAC IMPATIENS F IS 130 U' is TOP L 41 '0 EETJ INTA '10 IRA IJIAUTP HYRRID IPA 95) - NER—OR 'RED' FOSTERIANA TULIP Hyagin EETItNIA FLATS --LG—P j� kc ARCISMIS 'KING Al FREI), 3 TbV NARCtSSUR 34 TOP 41 0 WHITE EMPEROR� FIANATULIP PS TnP. 81 01. L "F I A --- _�": C __M_ , IkA& 0) -- ------ 2 GT a T 5 ip + 2 GT AR PN P S 5 PN ........ 45 JP NORTHEAST UPLAND WA TER ........ WILDLIFE SEED MIX QUALITY`�'RAM�*. I AR ...... I AR NORTHEAST WETLAND FOREST HERB MIX .......... 7RC,7RR,6RH ........... .. ............... 5 C I AR z EX ISTING BROOK NORTHEAST WETLAND GRASS SEED MIX ,9RR,9RH NORTHEAST UPLA D WIbJFILN0WE /RE ORATION 0 MI 2 T, ISLAND, '/A/Tr 24. JP 2 GT D 'B' TYP��/ P P r-. T I G T f/- / U+ 1�71 (�� 2 LAWN LA.WN PI-160 JP, 500 FB 3 cc STONE WEIR SEE DETAIL ON CIVIL DRAWING \�ATER QUALITY BASIN RIP -RAP SWALE Ll GHTINQ LEGEND SYMBOL TYPE DESCRIPTION SA PARKING LOT LIGHT DOUBLE FIXTURE MAGNUDISC 1I-DM-F­G-250H-1 MOUNTING HEIGHT - 20'-0" PARKING LOT, LIGHT SINGLE FIXTURE MAGNUDISC ll�DM-F-F-2501­1-1 MOUNTING HEIGHT ­ 20�-01' Sc PEDESTRIAN POLE LIGHT/HU�BELL MAGNIUMSC lf-UM-�-F-2501­1-1 MOUNTING HEIGHT - 14'-0" SD TREE UPLIGHT/HYDREL 9100 SERIES A/MH 70/120/TSP/,34/RGA-91 SE BUILDING UPLIGHT/HYDREL 9100 SERIES A/MH 100/120/WW/WWL-91 + SF FEATURE UPLIGHT/HYDREL 9100 SERIES A/MH 100/120/WW/GSA-91 SG SIGNAGE LIGHT/HYDREL 9100 SERIES A/MH 100/120/WW/RGA-91 SH WLLARD LIGHT/LOUIS POULSEN CAT.# ORS-617-GREY NOTESt 1. FOR LIGHTING AT BUILDING, ENTRIES SEE DRAWING L-101 -2. FOR LIGHTING @ SIGNIAGE SEE L-602 3, FOR PLANTING DETAILS SEE L-601 24 JP PER ISLAND AIM 22 ISLANDS TOTAL ISLAND TYPE 'A' 60 JP PER ISLAND 10 ISLANDS TOTAL, ISLAND TYPE 'B' ISLAND TYPE 'C' 220 JP PER ISLAND 8 ISLANDS TOTAL NOTE: FOR PLANT QUANTITIES ON ALL OTHER ,PARKING ISLANDS SEE,.PLAN EQ EQ �_7 i TYPICAL LIGHT LOCATION PLAN ON 'ISLANDS 1, ALTERNATE #It PROVIDE AN ALTERNATE PRICE FOR PLANT MATERIAL AS NOTED IN THE ALTERNATE COLUMN, RECKSON ASSOCIATE,_ RECKSON CON,S TRU CTI 01�4. GROUP CORPORATE CENTER .225 BROAD'HOLLOW ROAD 516-694-6900 RECKSON EXECUTIVE PAR�' RYEBROOK,", N E W Y0_'R ,CANNONP Boston Buf fato Houston Jacksonvitte Lo's Angetes New York St. Louis Washington 51 East 42nd Street New York, New York 10017 (212) 972-9800 Mpr"P` LLC' LANDSCAPE ARCHITECTURE & URBAN DESIGN 41 EAST I I STREET 3 FL. 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