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Home My WebLink AboutMaster Plan May 1990500 ALEXANDER PARK CN 23 PRINCETON, NEW JERSEY 08543-0023 a 0 0 a *see -1 BR 0 0,Tf, R il 7- PL, FW M A'&Wl &J4- 8 1 N BFRKUS GROUP ARCHITLCTS WATERFRONT CENTER 1010 WISCONSIN AVE., N.W. SUITE 650 WASHINGTON, D. C. 20007 202=333=3777 I N 1, MANAG ME.... T MA Y 1 003TUF46,101im., 0"'I'llig 0e, D E S I G N A S S 0 C I A T E S 17823 THEISS MAIL ROUTE SPRING, TEXAS 77379 CORPO.RATION SA�� Idwimmummm, CE96A Steve Clark & Associates, Inc. Urban Foresters 9000 EAST CHURCH ST. BUILDING ))B)) SUITE #201 BRENTWOOD, TENNESSEE 37027 615m371=8515 Iffil m -9 DESIGNERS DEBORAH NEVINS LANDSCAPE & G.-%RDEN 1% 72 SPRING STREET NEW YORK, NEW YOR 10012 1 0 212 m 925 m 1125 a CIVIL ENGINEERS / WETLANDS CONSULTANT 'rA*gPAULUS SOKOLOWSKI and SARTOR, INC. CONSULTING ENGINEER 67A MOUNTAIN BLVD. EXT. P. 0. BOX 4039 WARREN, NEW JERSEY 07060 201w560m9700 Jf &0 �y 0:01 0 V%p e52 7 '00, C. -ONLY., NOT�10 13E $gD FOR,,CQ NOTE: KEY PLANJS FORALLUSTFU E PURP SES ... ..... .. t4-0 F,77X, tt 38 ?5, 0 ASf, A 4A. y n K, 10 X 4k V, 0 V A N V -Z 4- tez, �3�?4 9 IF8 1, 50 A P, CTION\ _T_ 1$0 d 75 -NI J/ N '3046 bo !4 032 �OR 4. X 515 Jj 2e �I W "d 4 ()A f06�8 "NS 306 sm VA Ile A S_ MF X ea 66 7,4 POP 7"� 50 _AS - -.!_ mom* 'UNE A 7 TE H 0"I E A - 30f.9 Icr~ GP ASO �327,9 -up 011 % ,f GREEN All_ 1V 146- K It C .305,4 9 SID 2.97 t4v % 304 "v il'7, 0, 46. 24' 30,ts f4 4� V 304,3 AR J. e499 w, I ? , / Y A 0 304,11 -54 T 07.0 304,0 C lom 0 Fq Z 0, �0 0? 9 � R.q.ire d d 'S $0 32 3 13�,d.m (3 16 0 P (3 spa a) A Al Pool 301,1 Comfort St�Ni n A 30.5,1 309.5 A- - ----- -j'4' ci fj ff P + ox- l�3 Z. 1. .1 �'il 1 1041, k" R e ar i nec 'P Ix :rnent '16 3 �LE j 09 Ue tects and Planners N AR call 3?8 stev -at oresters 41U Deb'rah r n tes scape Architects 90 50 s s� k* & Aor 0 witing Engineers A si s Golf Course Architects e sociate :0 61 w fe �b_ -7- -7 V NL -711 r M -%Ar- MUK 71k7.-/7_ dp '41 —7- 7.47,4 lq y 320 -280 EE f 100 0 100 200 1 1,00 REVISIONS DATE NO. DATE DESCRIPTION PAULUS Berkus Group Architects Residential Architects and Planners SOKOLOWSKI SCALE w w w w ARROWWOOD and SARTOR 4 The Hillier Group Conference Center Architects and Planners CONSULTING ENGINEERS DRAWN"� CAROL MAWAGOWENT CORPS; von Hagge Design Associates Golf Course Architect's VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y., 67A MOUNTAIN BOULEVARD EXTENSION JOBNO.' P.O. BOX 4039 Deborah Nevins Associates 9 Landscape Designers 0 0 W�RFIEN, NEW JERSE� 07'60 Steve Clark & Associates 9 Urban Foresters H -1p /A LAR P i, Q --,F�LCOMEP E., '0585 My I Paulus, Sokolowski & Sartor, Inc. 0 Civil Engineers ?tit ARROW, WOOD MASTER PLAN SITE LEGEND CONFERENCE CENTER BUILDING AREA TABULATION RESIDENTIAL BUILDING AREA TABULATION'' SITE AREA TABULATION Land in Connecticut 6.888 Acres BUILDINGS/STRUCTURES MAXIMUM BUILDING AREAS (SF) Land in New York State 0 Existing Building to Remain 300$000 Number of Total Parking Parking** Duplexes Bedrooms S.F. Units Bedrooms Total S.F. Required Provided Town of Harrison .45 + Acres Conference Center — Village of Ryebrook 106.4247+ Acres 0 Existing Buildings to be Removed A 3 2415 13 39 31395 Garage: 92 106.874 Acres - Golf Club House 3,500 B 3 2735 15 45 41025 Proprietary - Existing Maint. Buildings 12$000 3 2823 18 54 50814 3/du: 138 Visitor: 92* Tn7,T4_ M Common Total Area of Site 113.762 Acres 0 Pro I posed Additions - Sports Center 14$336 Visitor: 15 199 Development in Village of Ryebrook - Sports Center Connection 1,320 Conference Center 32.60 + Acres Subtotal 315,656 15$500 300$156 Condominiums Number of Total Parking Parki ng** Residential Golf Course 30.02 Acres 43.80 Acres '0 'Proposed Accessory Structures Units Bedrooms Total S.F. Required Provided - Golf Clubhouse & Cart Storage 9$976 101 2 1600 32 64 51200 2.5/du: 80 Garages Attached: 78 106.42 Acres - Maintenance Building 8,250 - New Tennis "Bubble" 139,600 lower endunit 102 3 1989 17 51 33813 3/du: 51 Detached: 30 - New Tennis Court 7$200 102A 2 1715 15 30 25725 2.5/du: 38 Development in Connecticut - Bleachers 1,140 - Golf Course Comfort Station 500 upper end unit 103 2 1308 7 14 9156 2.5/du:17.5 Proprietary Golf Course 6.888 Acres - Golf Starters' Shed 100 lower interior unit Visitor: 104 2 1468 7 14 10276 2.5/du:17.5 Common 78* Subtotal 40$766 upper interior unit Visitor: 63 TO 'Existing Accessory Structures Townhouse 3 1757 14 42 24598 3/du: 42 74 - 92- 1'67 W 6 to remain - Existing Tennis "Bubble" (2 Courts) 14,400 All Dwellings 138 353 278002 384 448 - Parking Security Shelter 75 tandem (driveway) Subtotal 14$475 91 x 181 spaces - GRAND TOTAL (Conference Center & Accessory Structures) 355,397 Reduction from DEIS Submission 8Os690 GOLF COURSE PARKING TABULATION� HOLE LENGTH IN YARDS* PAR A. Existing Conference Center Parking 1 350 4 Paved 450 Unpaved 2 191 3 500 Spaces lost to construction -50 3 386 4 450 spaces 450 Spaces 4 136 3 New Parking 5 503 5 Recreation �95 Spaces 918 Spaces 6 323 4 Total Conference Center Parking 5,45, Spaces 7 163 3 B. Residential Parking 8 400 4 Townhomes 199 Spaces 9 333 4 Condominiums 256 Spaces Total 2,775 Yards PAR 34 Total Arrowwood Development Parking Provided 1,000 -,Spaces *Distances shown in yards from regular tees. ATE REVISIONS NO. DATE DESCRIPTION PAULUS Berkus Group Architects *Residential Architects and Planners ARR ow WOOD SOKOLOWSKJ SCALE The Hillier Group *Conference Center Architects and Planners CAROL MANAGEMENT CORPS . and SARTOR CONSULTING ENGINEERS 0 A DRAWN A11A von Hagge Design Associates e Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY,,N.Y,l FDR Deborah Nevins Associates Landscape Designers 61A MOUNTAIN BOULEVARD EXTENSION P.O� BOX 4039 WARREN, -NEW JERSEY 07060 JOB tjO. JO M Steve Clark & Associates Urban Foresters I Aft 'LAN DEVE P 'T"Tik PHILIP A. FALCONE P.E. Paulus, Sokolowski & Sartor, Inc. Civil Engineers NY LIC. NQ 056548 SHEET No. Date Im a I IIIIIIIII'-OMIT/ PATH, INIIIIIIII00 II2519 NitI ............. IIININIIINIIIIIE IIIIIIIIIIIIIIIIIIEX %"STIW n^N IIIIIIT, AP iIIII4- INIII Berkus Group Architects Is Residential Architects and Planners The Hillier Group * Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates * Landscape Designers Steve Clark & Associates * Urban Foresters Paulus, Sokolowski & Sartor, Inc. * Civil Engineers 50 100 777M� fit sio, IIIIIIIIIIIIli........ . IIIIIIIINIIIII7 INW Itot 4 IIIIIIIIIy% Ii4� itIII41k* I tl4t N) ............. IA iIIII.......... ......... INIIGI(kF IIt 0 IIIIED S0SP-\jIe40N ex:�)ON I41 II2 41 II6 IIIIIIiIIMATrl',,'-? TO SHEE IDATE� REVISIONS INO. DATE DESCRIPTION PA so KOLOWSM NOTE&,* Iw R w w OOD and �SATOA r!k 1. .FOR COMPLETE'STORM SEWER LOCATION AND INFORMATION, SEE -'GRADING & DRAINAtEi, ICONSULTING ENGINEERS DRAWN' (;%AROLMANAGE"MENT UUMPE; 1,� , ................ PLAN6 VILLAGE OF RYE BROOK ww' ,N.Y., 67�, WAIN BOULEVARD EXTENSION 2. AREA -CROSS -HATCHED IS VOID' REFER TO SHEET C26 FOR' NEW BUIL6G ",MOV '1013, NO. P.O. BOX 4039-', IWARREN, EW JERSEY 060 07 itIP A ,Al,.,CONE P.E. NY L N IIII L E ]EQ NO EXISTING CONTOUR PROPOSED CONTOUR IPROPERTY LINE mw mm PROPOSED SUBDIVISION LINE GOLF SAFETY LINE,,/ GOLF CART PATW MATCHLINE w EXISTING,eWATERMAIN PROPO7SD WATERMAIN EXI�TING FIRE HYDRANT P/ROPOSED FIRE HYDRANT ----- --------- /EXISTING STORM SEWER &ST EXISTING STORM DRAIN PROPOSED STORM SEWER PONSED DRAINAGE INLET IPROPOSEI�'ISTQRM MANHOLE PROPOSED FLARED SECTION HEADWALL IPROPOSED EXISTING SANITARY SEWER PROPOSED SANITARY SEWER PROPOSED S.S. MANHOLE PROPOSED RETAINING WALL PROPOSED STREETLIGHT Im a I IIIIIIIII'-OMIT/ PATH, INIIIIIIII00 II2519 NitI ............. IIININIIINIIIIIE IIIIIIIIIIIIIIIIIIEX %"STIW n^N IIIIIIT, AP iIIII4- INIII Berkus Group Architects Is Residential Architects and Planners The Hillier Group * Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates * Landscape Designers Steve Clark & Associates * Urban Foresters Paulus, Sokolowski & Sartor, Inc. * Civil Engineers 50 100 777M� fit sio, IIIIIIIIIIIIli........ . IIIIIIIINIIIII7 INW Itot 4 IIIIIIIIIy% Ii4� itIII41k* I tl4t N) ............. IA iIIII.......... ......... INIIGI(kF IIt 0 IIIIED S0SP-\jIe40N ex:�)ON I41 II2 41 II6 IIIIIIiIIMATrl',,'-? TO SHEE IDATE� REVISIONS INO. 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SION Hagge Design Associates Golf Course Architects VILLAGE OF RYE BROOK BOULEVARD EXTEN Q8 NO CHED,15 VOID. REFER TO SHEET C2,6 FOR NEW BUILDING LAYOUT.� P.O. BOXA039 WARREN, NEW JERSEY 07066 Deborah Nevins Associates e Landscape Designers FAL -PHILIP., A. es 0, Steve Clark & Associat Urban Foresters 01 IV OPOW 14 s CON P.E. N.Y. Paulus, Sokolowski & Sartor, Inc. 9 Civil Engineers YQ N _N 50 50 1 50' Berkus Group Architects *Residential Architects and Planners The Hillier Group e Conference Center Architects and Planners von Hagge Design Associates * Golf Course Architects Dehorah Nevins Associates Landscape Designers Steve Clark & Associates Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers I Z N:3 N� A_11/ N� - 0, �j 26 -7 0/ P T"� A IN I J11, jwq "o- 6901 S;� -'s 717, 6 V- 2,,5 YA "V VII A 0 0 41-1 � _P1 9 0.10 CA: v, Xx Ar Q-�,, ,#0001 Uj 0 U12- 3: OVA C) A'(07 � (100' ...... f cc) r - P"q OoRFAcF_ eLF_\J, 4T5 9�0 N-,' Nk 7 7 X 41 A J,� 15 N Al 5Xr�t(t.e5 684OSS Ae� IS44�J 4 7 vp I WTP4_4 k>k T6 `_Y AA Nr 111CATF, N _jz NVT Vr-,,T P_ ��m oa:� o -n U T/ r 0 V 01 A 141 'E'669 01� N 7/ Z, N "A Xr -4�_, '00,0 j 41 279A 0A I�F I rA 1�_ t GOLF dA�,T MFERGENOY A A PAT ACC S �,�,DRW,IE _-, �r,�r co I z X, Y AV POO /#V Af 1A. 0^4 1 J I&Y 'OdSTING eONFEMNeE eE E e1EN x mk� it too ;06*1 5�f Alp. Awym MANY /4111 /,MATCHUNE, NIATCH TCD SHEET 7� T "kEVISIONS irw�;�, n!20�1 0 A 141' 1 IQ A VATCH SHEET 2 air, 266, ... ..... ... �s 2 A R Fwwo al 3xi, C"Pt 41 y"Ii AI"' Le q C, a V/ 5a J— `7 D 4A "k RAII. 0 � SCH,EDtA,4 f CY� AC DRIVIE, 4zrl _ryps EV I WLZ7 1`40- F�lm tw\'- N TkI:lf as" Z_1�1 c,'3 QaS,5 27e% 10 274 -67 f-yoll r_L.L� IKLET -e L 2.74,00 975,(r,5 `f� t W L�S_� V �71` iZzl f MW*7 27s. '27�>,00 /7�e j AV I , , )�4 0. 1, 4 Ix m 4�l 214.7 QC4 Ye 7110 al *55 12 (Cc> 262 2, ec I IN I�S r /r 27 4011?� I N L -F -T 91iiiiii! Z X 270.5 �4iT 02 2 7 r;) f�. INLZ-T �CPESS DR1Vf! I � � 3 0 4.., 4 2*7 1,L 1VP(o,,4S 12(02, e7 .5TH, MAJ�l �-OLS j Al lly' 11f4 tT/ 126c4,& W 'Aill "4 SV51 '274 1 If, I N Lr T is t7t" I (p N Lr,- T %71 O�K(sTI sTm, H4,WHOLE H H 000 2cr,4-2 Ile, S�l 7 -U JZf_- IT H�A* H�44�1( W7 LF 7 ?;�0;2CF (4 8-7 LP 7A . ..... 10 ORCP Lr 4,14� (p2 L -F ;2CP t�.6, ...... . ... 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I I I I 1� .1 I - I , I I I -1 I - � . - I � � - 111)�Zo I- - '�l IV m m 1 llnlC� WHOR Im N� w 2-4�0 5 1-610 ?- 15 C�) NWR m m no mm ME 1 4-cpa> 11� -tcr.-? 1 TT00r� .31 42 -41 iz 5 X V�;Tl W CA I 1,j V. S, 1� ------ -- -- + C0�17r. REVISIONS NO. DATE DESCRIPTION Berkus Group Architects Residential Architects and Planners ARROW.WOOD w w w "'IT CORP.'.,., The Hillier Group Conference Center Architects and Planners CAROL MAMAGEMErd VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y.' von Hagge� Design Associates 9 Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers 0 11 P 0 I QV.(p 7-0 e� e) ��v mw tki w - VV ,zf5+ 00 'zo)4-00 13 s2+oo COs4T I WLJ G: P VspT� 50 Lo " HOF, I Z, Tylf 77 -2 'A . . . . . . A MOIZTAZ UNIF-12 A6 MfWs> 0.--( amrsgLL r-m6pEv c;I Arrmalev WUAL f mme- Cove-17- Mu�T AL --,o ca)�F;pgm, -r ce t DROP MANHOLE TYPE "'A" T MmpAe 40we j!k6 A.I Co. 44?- kmw,4sv ALL -LaH7-,�, &gp, mw. 4eP iv mw -II jzw-,Ox rim, 4-31,a94! N L" -w art eomolpqw�46 Ti�� CaNFOMAIW4 Ta A6Tm- 476 -66, vvyt�5 gr"Nr- I& e6U, COAT gq:' 'AL M I rl, ALL AK�, MIN ALumimum mAkIAOLS fill �4!�'Tafwv G jz'% -,ZrLji,� cg A-$ MfWt,> ey Lacw- JoiNT p1m 40, az wfwvec> uAl. Z2 Ttz' 117 A 40 PK STANDARD PRECAST MANHOLE DROP MANHOLE TYPE "By' t 4 4- ----------- ------ - ----- - - -------------- Ell It 0 ';5 6; 4 1-00 44*co 601 C—X I u t-1 Jol _�T HO OP- 6H Aic`12C��V ----- --------------- - wALl— - - :== I \, �/ - -- I 4g*il�"4z wl-rl"4 ge;--�et- TYPICAL ALUMINUM STEP TYP. CONNECTION OF NEW SEWER TO EXIST. MANHOL �40Lr-, 70 r -8;t, an w MANHOLE STEP -Lk�i 494,ptra- vp" MIN. mtI"`0 A AV y "MAX, T< —4--A MA,>(, !!5TANVAII WYr-- r� M Kr 'r - A INI 'Ar Ti,' WYa 5- 4 K45:`et-�r2 V -r 1"-x I Ao� — 1, -,I LA, Wr=41 (,--A 41, ----- --- --q`t--XT9A 4-e�Vy -49W Ft I L STANDARD CLEANOUT LATERAL CONNECTION JUNCTION MANHOLE DETAIL t '��O "�105 120 151$5 �m Ow M K2 13 OL5 Valzu" J.+00 r2too loll PVC 11 Ylp 6xv. I V3 ';50 b. 7- 4- M, &A g:a'lt'L M40r* I L F. 'P 2-115 2 -TO co f� 1,-50 f. -I N T Iry :t IL tu Ld IL -4 IT Y, a loll PVC 11 Ylp 6xv. I V3 ';50 b. 7- 4- M, &A g:a'lt'L M40r* I L F. 'P 2-115 2 -TO co f� 1,-50 f. -I N T Iry :t IL tu loll PVC 11 Ylp 6xv. I V3 ';50 b. 7- 4- M, &A g:a'lt'L M40r* I L F. 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Q0 09 MWA6�- — LJO IT eA ZAVATr- TO r1r- C441F"-L-L- tnMPPY No- ':5404 I -- r-1 Afli--t I �11,.QETENTION BA.SwIN OUTFALL STRUCTURE DETAILS REVISIONS:1*1- NO. DAT9 DESCRIPTION' Berkus Group Architects *Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates .9 Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers I A - - 1�-01-010 C,ow ,szf,:oTF, �;OoTi WC -w I �p 4, (0 60t4c?m - x WALL WALL 16 6 4 ,, w 4�' 'BRIDGE DETAIL, CA R, 0 L M A N VILLAGE OF RYE BROOK A E INLET DETAIL "0 BA115E E*wC-ATk e> �Z I �,r�e F -LF -V, r '304�0 ± ?PONIP -:;()R r -4C S4-Sv, =`,407- e� - WIL?a Y- I�L 6 PICOH 5)� I do CIC14 C 9 FE Ta t5LZA�-.�- WALL t5L1?V:P9T Fi:�� PIMI-PSTO�41�� \�&I�L (4" M-rT�4) A ELEVATION NIT CORPIm WESTCHESTER CTY.,N.Y.' 3 C-&HfPI!Y4 r -0-r, CA-5TIA6 t4 - 'Z& 10, 4ppfz,�VED flew A" JOI Alummum Uppea E-XTV�zK tugwr Va r U an AGPOA1,.-ria ?rrCA4---- -dl INV -,0 e �,o 101t4 00- OP 404 ID, C= C:2 l= C= C3 ko �-Oufrr-OA4F, Sol INV TL f5ll�w view e""r.L INVE:9T AtNe,- IS4 NV -S CVTLC--r PI fs oem"N 4:� cr 2 0" HkPgr- p1momwl"Cor.- STANDARD CURB TYPE DRAINAGEINLET. �3'- oil 10 -40 - 91-10 A Y4 1 -0 " 1PA. 0 5, L M MIMI -------- 000 W0011111 ling 00 yp I WHOM 6&WK 4LUH - W PLAN VIEW 1 11 1�5 -0 oil cz4c, olc,pc, n�� T4,�%- ar- FA6,tt TO P P-� 1 v P A C:5tAL C4NT OP 11 CZW,, rHANNtJ. a _71 05IN6. Q0 09 MWA6�- — LJO IT eA ZAVATr- TO r1r- C441F"-L-L- tnMPPY No- ':5404 I -- r-1 Afli--t I �11,.QETENTION BA.SwIN OUTFALL STRUCTURE DETAILS REVISIONS:1*1- NO. DAT9 DESCRIPTION' Berkus Group Architects *Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates .9 Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers I A - - 1�-01-010 C,ow ,szf,:oTF, �;OoTi WC -w I �p 4, (0 60t4c?m - x WALL WALL 16 6 4 ,, w 4�' 'BRIDGE DETAIL, CA R, 0 L M A N VILLAGE OF RYE BROOK A E INLET DETAIL "0 BA115E E*wC-ATk e> �Z I �,r�e F -LF -V, r '304�0 ± ?PONIP -:;()R r -4C S4-Sv, =`,407- e� - WIL?a Y- I�L 6 PICOH 5)� I do CIC14 C 9 FE Ta t5LZA�-.�- WALL t5L1?V:P9T Fi:�� PIMI-PSTO�41�� \�&I�L (4" M-rT�4) A ELEVATION NIT CORPIm WESTCHESTER CTY.,N.Y.' 3 C-&HfPI!Y4 r -0-r, CA-5TIA6 t4 - 'Z& 10, 4ppfz,�VED flew A" JOI Alummum Uppea E-XTV�zK tugwr Va r U an AGPOA1,.-ria ?rrCA4---- -dl INV -,0 e �,o 101t4 00- OP 404 ID, C= C:2 l= C= C3 ko �-Oufrr-OA4F, Sol INV TL f5ll�w view e""r.L INVE:9T AtNe,- IS4 NV -S CVTLC--r PI fs oem"N 4:� cr 2 0" HkPgr- p1momwl"Cor.- STANDARD CURB TYPE DRAINAGEINLET. �3'- oil 10 -40 - 91-10 A Y4 1 -0 " 1PA. 0 5, L 6&WK 4LUH - W PLAN VIEW .00J=V AL04 Nom - 064,�_- TL'? 15(�, 13 A ctZAL C4N\T r QA Vw tZ4-9 I a4pe e U, v, 04, veg�n� P,4?f�> 69 �6F- SOIL TO Pat:1711,6* Sz Jy4ilx4l, 414WW.m. At� Mr.- lr,> ey Lcrv- jaw 0 4C 1 w r- i Lj, i�eo E,&T44 D IX Z ALL -1,0041-11e, Ajm NO. DATE DESCRIPTION SOKOLOWSKJ SCALE, 1 11 1�5 -0 oil cz4c, olc,pc, n�� T4,�%- ar- FA6,tt TO P P-� 1 v P A C:5tAL C4NT OP 11 CZW,, rHANNtJ. a _71 05IN6. Q0 09 MWA6�- — LJO IT eA ZAVATr- TO r1r- C441F"-L-L- tnMPPY No- ':5404 I -- r-1 Afli--t I �11,.QETENTION BA.SwIN OUTFALL STRUCTURE DETAILS REVISIONS:1*1- NO. DAT9 DESCRIPTION' Berkus Group Architects *Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates .9 Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers I A - - 1�-01-010 C,ow ,szf,:oTF, �;OoTi WC -w I �p 4, (0 60t4c?m - x WALL WALL 16 6 4 ,, w 4�' 'BRIDGE DETAIL, CA R, 0 L M A N VILLAGE OF RYE BROOK A E INLET DETAIL "0 BA115E E*wC-ATk e> �Z I �,r�e F -LF -V, r '304�0 ± ?PONIP -:;()R r -4C S4-Sv, =`,407- e� - WIL?a Y- I�L 6 PICOH 5)� I do CIC14 C 9 FE Ta t5LZA�-.�- WALL t5L1?V:P9T Fi:�� PIMI-PSTO�41�� \�&I�L (4" M-rT�4) A ELEVATION NIT CORPIm WESTCHESTER CTY.,N.Y.' 3 C-&HfPI!Y4 r -0-r, CA-5TIA6 t4 - 'Z& 10, 4ppfz,�VED flew A" JOI Alummum Uppea E-XTV�zK tugwr Va r U an AGPOA1,.-ria ?rrCA4---- -dl INV -,0 e �,o 101t4 00- OP 404 ID, C= C:2 l= C= C3 ko �-Oufrr-OA4F, Sol INV TL f5ll�w view e""r.L INVE:9T AtNe,- IS4 NV -S CVTLC--r PI fs oem"N 4:� cr 2 0" HkPgr- p1momwl"Cor.- STANDARD CURB TYPE DRAINAGEINLET. 10 -40 - 91-10 A Y4 1 -0 " 1PA. 0 5, L 6&WK 4LUH - W PLAN VIEW eAP* e �114AM P�m A 1.4- �t; �2 �O I_e�, flex"- Arr?&Nep 15(�, 13 12 - 4,-0"rAt4fLS, * eo46iz MLJ-�T QA Vw tZ4-9 I a4pe e T v, 04, veg�n� P,4?f�> 69 �6F- SOIL TO Pat:1711,6* Sz Jy4ilx4l, 414WW.m. At� Mr.- lr,> ey Lcrv- jaw 0 4C 1 w r- i Lj, i�eo E,&T44 D REVISIONS PAULUS Z ALL -1,0041-11e, Ajm NO. DATE DESCRIPTION SOKOLOWSKJ SCALE, and SARTOR Ta f�p- C*� 1Z.1j-10 CONSULTING ENGINEERS CN=f%1r1nK1 A. A 1 11 1�5 -0 oil cz4c, olc,pc, n�� T4,�%- ar- FA6,tt TO P P-� 1 v P A C:5tAL C4NT OP 11 CZW,, rHANNtJ. a _71 05IN6. Q0 09 MWA6�- — LJO IT eA ZAVATr- TO r1r- C441F"-L-L- tnMPPY No- ':5404 I -- r-1 Afli--t I �11,.QETENTION BA.SwIN OUTFALL STRUCTURE DETAILS REVISIONS:1*1- NO. DAT9 DESCRIPTION' Berkus Group Architects *Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates .9 Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers I A - - 1�-01-010 C,ow ,szf,:oTF, �;OoTi WC -w I �p 4, (0 60t4c?m - x WALL WALL 16 6 4 ,, w 4�' 'BRIDGE DETAIL, CA R, 0 L M A N VILLAGE OF RYE BROOK A E INLET DETAIL "0 BA115E E*wC-ATk e> �Z I �,r�e F -LF -V, r '304�0 ± ?PONIP -:;()R r -4C S4-Sv, =`,407- e� - WIL?a Y- I�L 6 PICOH 5)� I do CIC14 C 9 FE Ta t5LZA�-.�- WALL t5L1?V:P9T Fi:�� PIMI-PSTO�41�� \�&I�L (4" M-rT�4) A ELEVATION NIT CORPIm WESTCHESTER CTY.,N.Y.' 3 C-&HfPI!Y4 r -0-r, CA-5TIA6 t4 - 'Z& 10, 4ppfz,�VED flew A" JOI Alummum Uppea E-XTV�zK tugwr Va r U an AGPOA1,.-ria ?rrCA4---- -dl INV -,0 e �,o 101t4 00- OP 404 ID, C= C:2 l= C= C3 ko �-Oufrr-OA4F, Sol INV TL f5ll�w view e""r.L INVE:9T AtNe,- IS4 NV -S CVTLC--r PI fs oem"N 4:� cr 2 0" HkPgr- p1momwl"Cor.- STANDARD CURB TYPE DRAINAGEINLET. 10 -40 - Z Arr?&Nep to 1Z4 "or- T e15 * eo46iz MLJ-�T T �6F- SOIL At� Mr.- lr,> ey Lcrv- jaw jj-A REVISIONS PAULUS ALL -1,0041-11e, Ajm NO. DATE DESCRIPTION SOKOLOWSKJ SCALE, and SARTOR Ta f�p- C*� 1Z.1j-10 CONSULTING ENGINEERS DRAWN A -w rmlixmv 67A MO�JN TAIN BOULEVARD EXTENSION JOB NO. P.O. BOX 4039 WARREN, NEW'JERSEY 07060 P14IL"IRA. FAL'CONE P.E. SHEET N8,' 4e7 tv M,6-INAoLa ew,09 TO k>Tml 476 -60. fIT444 1111) =-,j -MITI, ALumimum wiiiwoLe A w tiar�v- JOINT C�0, ay. wfw4eo STANDARD PRECAST MANHOLE 10 -40 - to 1Z4 "or- T e15 �6F- SOIL jj-A REVISIONS PAULUS NO. DATE DESCRIPTION SOKOLOWSKJ SCALE, and SARTOR 1Z.1j-10 CONSULTING ENGINEERS DRAWN 67A MO�JN TAIN BOULEVARD EXTENSION JOB NO. P.O. BOX 4039 WARREN, NEW'JERSEY 07060 P14IL"IRA. FAL'CONE P.E. SHEET N8,' NY LIQ NO. 058548 I 41 70T,6,66 1 6 (oy& T-0 t2ex-16IN6, \0/ 1/1 " V (A. 6WV, t-wc-4-4 I N s eoj�-n, e a.", - L'� e;OL-T e f is?6 V ji V & 9 C, ,*� a jool�� L Ai-r,4cw -ro �4EkvfA \YJ0r-;'T H4�&Atge PS MA 14�lcg I&T ro FI (,Z� W0LkAR(-4r-,0 FISFS 61 10PT Ioe.. NOTC44 T47 Accarr keApsf;� Him. 14 r -T. 50%F -o ap%4�m U90 -P-44 �91520HIXCLeM FILLANO C47-U5�4W,5Ti>4a 6L.at,io Calf9ACTISP 6(JWa4� I A4 .1 j � i Uo owl yi" j e�( prps -ro M e&' w i Pe tsMTwf-x-:t4 ?lr1-?7* TO TO 4-35 UOLF CART BRIDGE DETAIL TYPICAL 01*00* 1 -- - f 4oTcr,&LL 54? Fe, , 2.5 FC 05) re, AV U� . Aa" ''TYPIC"'AL STRIEE"91"LIG""n"ri IL -4"TP" :z;PMf-AaT*t'-1 C-MU��V >T4"o ,,TYPICAL CART PATH DETAIL N(-7TE , r`021C41- FoAt:;)W!4�f c-,ECTIow 70 ?,C-- �50rfr-E[�EQATEC) 41F11 5-)(CaPT N 4RE45 CJF LOt44�47JVINAt- C,90W�l 504P -5�T�OW:;o TO 5r-- 2% 15� ao-rH PI;zer1-r(0w__. r-� (T-rr6A,L tIEF- FLA1,35 SOP &CTUAL LOCATIOt4 4' 1!� is M -74C r-�Pfl- CONC/, .6,9 t W 6w C4XA3,X 12,4'- r-1 �Ij, WAXIU2, CATV TYPICAL EMERGENCY ACCESS, DRIVE DE''TAIL YPICAL ROADWAY SECTION-irwiRESIDENTIAL DEVELOPMENT' REVISIONS 1- NO. DATE DESCRIPTION Berkus Group Architects *Residential Architects and Planners The Hillier Group 0 Conference Center Architects and Planners von Hagge Design Associates 9 Golf Course Architects t 'Deborah Nevins Associates e Landscape Designers' Steve Clark .& Associates Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers I �9 Art OK 4AKAVW� e^1!5r0 `1YP. WALKWAY D"EOTAIL 6',:e;jr-�VVAL v-- - Vol TYP, DEPRESSED CURB & SIDEWALK.P.M.- T -Fc,2r Vlt�-W 61t2t:—� V1 r7�w MONOSLAB GRID DETAIL CAROL MANAGEMENT CORPE', VILLAGE OF RYE BROOK WESTCHESTER CTY.jN.Y6' j 4 r 9trr fw F?a&VwA,( \Ale-L-Vr-P \4112e- fzft"P-14T MTAIL P aLy-,1HW 1�1110NF- 0"t, CONTRACTION JOINT DETAIL Y+- ,�,MootH '6 CeVr-L P�,v illy ��/4` 10 WtU2W W112t HM -A 1-1 11", IPMT I-pr-�tv- To C44"tT�- Ago Pat -PAW? 9�-v,ju�, pm conc.PM 4 `;,B?r-KcnT"- ��Cml�L ok 41V VrAw,-ioR C"Ne 42tooll2w rev- 60W--9eV- POWWNY f%,Vr-HtAT OICY EXPANSION JOINT DETAIL KO IXA1,15- 4k TYPICAL , Wr-Wr-f:�? W14M Ht!�C;ii I -oil IZZA C-OrTH Cmcp� !�O� WISP plop AA;1 -,4"N A RAN .9. %�,TA-LL W WIVr, arAM-10K J,919F:7 WrWY a MAR CONCRETE SIDEWALK Dr. I AIL 44 BITUMINOUS CONCRETE PAVEMENT V 'r. M,oc��, e C tzlF--t2Al- Fowl WT%-kT rvve e.iAk I tIsw C-L�F*F w4LL : 4 U ERONT ELEV. ELARED ENO —F ARED END SECTION 06 /169? - > -4�� Pip- FAW 10 *Iv -00 iPLAN DE ELAHED ENE! .�40r -p, OCOIL6 PRECAST-1-CONORETE. FLARED END, DETAIL CAROL MANAGEMENT CORPE', VILLAGE OF RYE BROOK WESTCHESTER CTY.jN.Y6' j 4 r 9trr fw F?a&VwA,( \Ale-L-Vr-P \4112e- fzft"P-14T MTAIL P aLy-,1HW 1�1110NF- 0"t, CONTRACTION JOINT DETAIL Y+- ,�,MootH '6 CeVr-L P�,v illy ��/4` 10 WtU2W W112t HM -A 1-1 11", IPMT I-pr-�tv- To C44"tT�- Ago Pat -PAW? 9�-v,ju�, pm conc.PM 4 `;,B?r-KcnT"- ��Cml�L ok 41V VrAw,-ioR C"Ne 42tooll2w rev- 60W--9eV- POWWNY f%,Vr-HtAT OICY EXPANSION JOINT DETAIL KO IXA1,15- 4k TYPICAL , Wr-Wr-f:�? W14M Ht!�C;ii I -oil IZZA C-OrTH Cmcp� !�O� WISP plop AA;1 -,4"N A RAN .9. %�,TA-LL W WIVr, arAM-10K J,919F:7 WrWY a MAR CONCRETE SIDEWALK Dr. I AIL ?7A.PIPS 16, To e5- C,0mS,-,1kCTSr,> 56r.:,5r,> 0�4 A"5 �AOWN eMLZ�NN, P�AP�PS, �e;o, To (�(�CT�?,Ur_Trp wl-rH -+'-6" taA6S WITP Htk-X, F0001PSO e7l TO e;`9 t5r_-LOW, 4!�"MXIV$�g 'e>"-R9ae Cx�t,*MOCMO UT'ILMI�* Plf_IS�S(ok&L LAymyr As ��owt4 -5op- sTguc709_P_ A AFI�M, �&T OLI�741.), TO iw \AIVT�k F -90M 5�011PPA15e� -ro 4'-0` 006E VISTANCrii. Or- ?ior-r. � 1 2 SECTION Bnv-B FT - \N IM e;49S ,�V'2 -I 4�71M 4 t-0 " 5" K_ t_1 cow-PWTS r-cOT, t-& i I B PLAN VIEW ""NTROL STRUCTURE A D RAPIDS DETAIL 1"� To T4> rzsr_j�zs IWAZA;:� 10ox If og, &FIF20vrz::� eoo�&L r_1LTe= F,&69�r_ -70 W�:LC`et�) W19E if IWL.15=7 FtZA"r: M-0 45IZATe, At4� b.7 F__"m M40t 104al (UACIAU 001 Mo) ALTERNATE SILT FENCE DETAIL rr_lr- I (69U_196 Vlc� 1 4" 1 1 $. I I ! I I t t _=414 I I I &:-7—=, 1 01-714 101 .1 ON t 19-71, 1 it -VI 1 it -v I it -lint 31 .?it 0 D(� (04 ux— "'q 044" WL f��AGkl &Ff� ecrrmA it .4. t I, _!A I it -I t 0 71 If$ r -o" 0� wic �Ame I - 44, 1 1" it �1. t Q!_ SILT FENCE DETAIL rr_lr- I SECTION A"Al REVISIONS 'DATE' -1710N DESCRIP Berkus Group Architects Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates Golf Course Ar-chitects Deborah Nevins Associates Landscape Designers Steve Clark & Associates o Urban Foresters Paulus, Sokolowski & Sartor, Inc. o Civil Engineers 4 If& "Ibzs:!�-- lLcl 4; 0 CEEVI A 7,, 14� M, Qj r FITA5'5� � ��F N V: > :z I L till lilt lilt" 5, r =it F__,_ 1 1 , i *�;f! 1 M1. 1 1-1 —In i % -11 -01-1 - 0 kt.A _��Iz w � �A A% I TYPICAL SECTION THRU TRENCo"n' PIZOH 'Z; 1 70 VZ - I ADJACfI47 C_0jZ;2L"6,&7M0 ALUM. 'TO �41:-&,DWAL.L. N 10F�T, VfS-r&jrE 2,PjTfr,4LL He�btCVZ-'LL 70 eC Higgap imtays OF lQF_i10Vj —TAf" HE-.4PWbU_ f420H 1121,WIPT14 A -T T Of TO Q-41' W I C7T�4 A N, N --I PLAN VIEW HEAC>WALL dKOUTA.L.L. _1 44D 0" _T_ SECTION AiiiiA RAPIDS CHANNEL CULVERT HEADWALL DETAII.,, PCH ;, tnv=- it cS r-�A CL, IW:2(7L) H,4 'gIAL� COP A�_ To q�Z OVER a0mrZcTw if All Mfg M444L)PACrUPS91�-:1 K9C0HMP_NPA-r(0QS OF 2"PlA.VJM4 OF r-LS,4N ON�5171F_ FIL-1- 600�4? Ic I N E R DME"I"Aa I L `Y CAL 0_^ND L t P1 ARROW W.. 001D 011h AMOL, M T CORPAR _ANAG"M"N VILLAGE OF�.RY`88`R_ WESTCHESTER CTYSIN.Y1111 OOK -ow 0"Isloommm, 4 "OSff Nozzl__F_-E�, c, -",ALL r_�5(_- -r,,4o F=112 -E 14YL2NNT TO DI-_ I40 -c -F- .4NV 01`417 4V' rUmtE_1:?_ STAN12Al2V THt2FF WA-,Y� C4.1&T 112c>" NOZZLE WiTW NATIONAL- ST4`,NPAt2I2 TWWAPS — ----- Tyrf-I "WiTI-I 44" VALVIZ 0�-eNING- ALL !�,TMM EX-7M2ioa 0F= wyt2l!24NT 4r?50V'= J IN* "o" tar-ic, TYPF 0PMt2AT1l`i'6 1-4UT OF r-,AINT COLO(2 of= CONFOt2M TO r`lA.T-IOt4AL rINAt nt-v",",&L (�O'-_,T -To OF L\-, r5T6.Nt;wZt;f PaTAIL5, E211:21-c_TEV ey F-14 G I N F F Q, t2It2EU_-TI0r*�,,C.)Fr TL)tZt+,,,To oc FIt4IEIw SAMM '44�� mi i rx-im 7w' 717 Ty APjUc:)TAj�7LC- \,(4L\v�F cou NG M I N V4006 NG C 1, 040W -L; INT'MalOr2_ TO 6M A_Ibpk�Tum cc4t:,,Tw (ALL v/ATEnz lop - 405F HALTUM cObTEO 912"N WCX_F-- r-jU_--jpT 5M Face OF 0ek5T0,Ar_TIOI4 Li NM L_ -�'WYM,'�T Gz�,Tm V4LN-_ Tt;t WATEJZ' M"M - EZIE: Ir-L4N R --AZ CONF-021-1 TO LATFFIE.T AN12 100E UL 0121 FM APP;k0\/F_0. TYPICAL FIRE HYDRANT & AUXILIARY GATE IVINAMLVE,DETAIL Vx1I.%*k!E1 Ott S WIN. A IIIA A 3, I:x. C111IT 74, nin I L1:11I^x WIN. FIX)t :13VXOJ LC To vill rM2 P L A IN ELEVA'TION SECTION C -C M21TI41t: PL AN V'-:RTiC,,'.L COW RD SlzNDS 2111 L.111W� t" 11 WIN, r:) WIN SECTION A -AI sr -C-1 ioN 3 _B Fill *.X .'x1 T EE S H.ORZ EL VER -1. UPWARD BEN -03 VCHARICIL JOINT MT, TKVU:T, I'LOCCE: FOX 11":, N�^AI10411'. t VEATICAL M41i i ptuc: Vlc� 1 4" 1 1 $. I I ! I I t i7S 1��S'7S - 1!.MeeP (N 1 01-714 101 .1 ON t 19-71, 1 it -VI 1 it -v I it -lint 31 .?it 0 044" WL Fcom w-7 H (w, 112 tV10F,-wz (��Lt�p JOI MT -t> it .4. t I, _!A I it -I t 0 71 If$ 21 qw I - 44, 1 1" it �1. t Q!_ IEX:t 7 1;,:ftv of _" i , Z Off 01 .50 of -?" 41-10 0 1 - I I III ."'I 0 OUTP4Ltl Of .5" lot -7, Ot -IV of -I It-om if .2" Tf-o" 01-4.1 to, P. I V4, I of -0 O1.q " 0& . 1-0�ff I I .10 of 014" 1 01 .3n I ot J., of -to,, I In 4s" rw: XC.. 1 C3 C.1 Ax C:y C 'ON ti t Y. C:T 2*%*trxO% 4 1_&i 3 C.11 cc - 0, C, - 2.7 _y IL% 1EM01 Wig Out.. :.T1 .5 2 P I.V C .106 31 If -4- li�5 T WTI 06 OW -7 T Lij— I I 0 h i, y L___ L j%_ I , 4 __ji jL z�44�-,7E 7- d 0' L ARL 0 SNOW TECTION ]CME FENCE TREE 7, IL ww .--,:PRO w SECTION A"Al REVISIONS 'DATE' -1710N DESCRIP Berkus Group Architects Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates Golf Course Ar-chitects Deborah Nevins Associates Landscape Designers Steve Clark & Associates o Urban Foresters Paulus, Sokolowski & Sartor, Inc. o Civil Engineers 4 If& "Ibzs:!�-- lLcl 4; 0 CEEVI A 7,, 14� M, Qj r FITA5'5� � ��F N V: > :z I L till lilt lilt" 5, r =it F__,_ 1 1 , i *�;f! 1 M1. 1 1-1 —In i % -11 -01-1 - 0 kt.A _��Iz w � �A A% I TYPICAL SECTION THRU TRENCo"n' PIZOH 'Z; 1 70 VZ - I ADJACfI47 C_0jZ;2L"6,&7M0 ALUM. 'TO �41:-&,DWAL.L. N 10F�T, VfS-r&jrE 2,PjTfr,4LL He�btCVZ-'LL 70 eC Higgap imtays OF lQF_i10Vj —TAf" HE-.4PWbU_ f420H 1121,WIPT14 A -T T Of TO Q-41' W I C7T�4 A N, N --I PLAN VIEW HEAC>WALL dKOUTA.L.L. _1 44D 0" _T_ SECTION AiiiiA RAPIDS CHANNEL CULVERT HEADWALL DETAII.,, PCH ;, tnv=- it cS r-�A CL, IW:2(7L) H,4 'gIAL� COP A�_ To q�Z OVER a0mrZcTw if All Mfg M444L)PACrUPS91�-:1 K9C0HMP_NPA-r(0QS OF 2"PlA.VJM4 OF r-LS,4N ON�5171F_ FIL-1- 600�4? Ic I N E R DME"I"Aa I L `Y CAL 0_^ND L t P1 ARROW W.. 001D 011h AMOL, M T CORPAR _ANAG"M"N VILLAGE OF�.RY`88`R_ WESTCHESTER CTYSIN.Y1111 OOK -ow 0"Isloommm, 4 "OSff Nozzl__F_-E�, c, -",ALL r_�5(_- -r,,4o F=112 -E 14YL2NNT TO DI-_ I40 -c -F- .4NV 01`417 4V' rUmtE_1:?_ STAN12Al2V THt2FF WA-,Y� C4.1&T 112c>" NOZZLE WiTW NATIONAL- ST4`,NPAt2I2 TWWAPS — ----- Tyrf-I "WiTI-I 44" VALVIZ 0�-eNING- ALL !�,TMM EX-7M2ioa 0F= wyt2l!24NT 4r?50V'= J IN* "o" tar-ic, TYPF 0PMt2AT1l`i'6 1-4UT OF r-,AINT COLO(2 of= CONFOt2M TO r`lA.T-IOt4AL rINAt nt-v",",&L (�O'-_,T -To OF L\-, r5T6.Nt;wZt;f PaTAIL5, E211:21-c_TEV ey F-14 G I N F F Q, t2It2EU_-TI0r*�,,C.)Fr TL)tZt+,,,To oc FIt4IEIw SAMM '44�� mi i rx-im 7w' 717 Ty APjUc:)TAj�7LC- \,(4L\v�F cou NG M I N V4006 NG C 1, 040W -L; INT'MalOr2_ TO 6M A_Ibpk�Tum cc4t:,,Tw (ALL v/ATEnz lop - 405F HALTUM cObTEO 912"N WCX_F-- r-jU_--jpT 5M Face OF 0ek5T0,Ar_TIOI4 Li NM L_ -�'WYM,'�T Gz�,Tm V4LN-_ Tt;t WATEJZ' M"M - EZIE: Ir-L4N R --AZ CONF-021-1 TO LATFFIE.T AN12 100E UL 0121 FM APP;k0\/F_0. TYPICAL FIRE HYDRANT & AUXILIARY GATE IVINAMLVE,DETAIL Vx1I.%*k!E1 Ott S WIN. A IIIA A 3, I:x. C111IT 74, nin I L1:11I^x WIN. FIX)t :13VXOJ LC To vill rM2 P L A IN ELEVA'TION SECTION C -C M21TI41t: PL AN V'-:RTiC,,'.L COW RD SlzNDS 2111 L.111W� t" 11 WIN, r:) WIN SECTION A -AI sr -C-1 ioN 3 _B Fill *.X .'x1 T EE S H.ORZ EL VER -1. UPWARD BEN -03 VCHARICIL JOINT MT, xmCx^9 S.-t(EME fox YEAT. OCTMIA0 UNOS 190 NUTS 09 PLUGS SHALL ACMSIBLE AFT' -R THRUST BLM 11 POUR0. Tel PCX :1. IN. it:1 .11 I Lt. PEI :^.. It. 1-21L C'.X:. 1K'.'XZ110E TIT114111 SAWILL AX2 KI MUX3 TKVU:T, I'LOCCE: FOX 11":, N�^AI10411'. t VEATICAL M41i i ptuc: Vlc� 1 4" 1 1 $. I I ! I I t 1 01-714 101 .1 ON t 19-71, 1 it -VI 1 it -v I it -lint 31 .?it 11.10 1 0 -41, it .4. t I, _!A I it -I t 0 71 If$ 21 qw I - 44, 1 1" it �1. t Q!_ IEX:t 7 1;,:ftv of _" i , Z Off 01 .50 of -?" 41-10 0 1 - I I III ."'I Of .5" lot -7, Ot -IV of -I It-om if .2" Tf-o" 01-4.1 to, P. I V4, I of -0 O1.q " 0& . 1-0�ff I I .10 of 014" 1 01 .3n I ot J., of -to,, I In 4s" rw: XC.. 1 C3 C.1 Ax C:y C 'ON ti t Y. C:T 2*%*trxO% WIN. C39C.I. I 3 C.11 cc - 0, C, - 2.7 _y IL% 1EM01 Wig Out.. :.T1 .5 2 P I.V C .106 31 If -4- xmCx^9 S.-t(EME fox YEAT. OCTMIA0 UNOS 190 NUTS 09 PLUGS SHALL ACMSIBLE AFT' -R THRUST BLM 11 POUR0. Tel PCX :1. IN. it:1 .11 I Lt. PEI :^.. It. 1-21L C'.X:. 1K'.'XZ110E TIT114111 SAWILL AX2 KI MUX3 190 NUTS 09 PLUGS SHALL ACMSIBLE AFT' -R THRUST BLM 11 POUR0. Tel PCX :1. IN. it:1 .11 I Lt. PEI :^.. It. 1-21L C'.X:. 1K'.'XZ110E TIT114111 SAWILL AX2 KI MUX3 EROSION CONTROL MEASURES AND SEQUE-NCE OF INSTALLATION 1 INSTALL SEDIMENT FENCE AND TRACKING PAD AS SHOWN. 2. REMOVE OR RELOCATE "AND PROTECT ALL,APPROPRIATE TREES�(SEE TREE RELOCATION.& DEMOLITION PLAN). 3, -COMPLETE CLEARING AND GRUBBING ,PROCEDURES. 4'. STRIP AND STOCKPIILE TOPSOIL AS DIRECTED BY ARCHITECT., 5. CONSTRUCT SEDIMENTATION BASINS WITH OUTLET -STRUCTURES AND FILTER FABRIC AS SHOWN. 6. BEGIN EXCAVATION AND F1,,LLING FOR BUILDIN-0 AND SITE ROUGH EARTHWORK.� EXCAVATION AND UTILIZATION OF MATE-R'IAL FROM POND AREA ON GOLF,COURSE �WILL PROGRESS SIMULTANEOUSLY SO THAT THE POND IS AVAILABLE,FOR STORM DETENTION AND SILTATION AT THE EARLIEST POSSIBLE DATE. 7.�,� FOLLOW I RG ROUGH EARTHWORK AND COMPACTION OPERATIONS. A. 'ALL AREAS DISTURBED BY GRADING OPERATIONS AND NOT ACTIVELY USED FOR CONSTRUCTION RPOSEIS SHALL BE SEEDED. B. SUBGRADES I OF, PROPOSED PAVED AREAS SHALL BE EITHER SEEDED OR COVERED WITH CRUSHED STONE C. ACTIVE CONSTRUCTION ROADS SHALL BE DUST CONTROLLED PERIODICALLY. 8. PRIOR TO THE COMPLETION OF THE 'STORM DRAINAGE SYSTEM INLET PROTECTION AND OUTLET PROTECTION SHALL BE INSTALLED. 9. TEMPORARY LAWNS SHALL BE RESTORED BY RESEEDING AND MULCHING WHEREVER THEY ARE DISTURBED FOR' , 'PIPE OR OTHER UTILITY CONSTRUCTION. 10. TOTAL CONSTRUCTION TIME PROJECT IS ESTIMATED TO BE APPROXIMATELY 30 MONTHS. 50 0 50 100 1 50' REVISIONS NO� DATE DESCRIPTION Berkus Group Architects e Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates Golf Course Architects Deborah Nevins Associates st Landscape Designers Steve Clark & Associates Urban Forester's Paulus, Sokolowski & Sartor, Inc. st Civil Engineers 13 I 00S A \61 Ai 101, F_ CD 61 'la IEGEND --------------- EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE um us PROPOSED SUBDIVISION LINE . . GOLF SAFETY LINE' ...... ------------- GOLF CART PATH�` MATCHLINE w EXISTING/WATERMAIN w PROPOSED WATERMAIN EXISTING FIRE HYDRANT w PROPOSED FIRE HYDRANT EXISTING STORM SEWER EXISTING STORM DRAIN PROPOSED STORM SEWER PROPOSED DRAINAGE INLET PROPOSED STORM MANHOLE Mon= mmmmm=====m=w PROPOSED FLARED END SECTION PROPOSED HEADWALL EXISTING SANITARY SEWER EV4CW PIQGr—TION 0 PROPOSED SANITARY SEWER PROPOSED S.S. MANHOLE a N. PROPOSED RETAINING WALL PROPOSED STREETLIGHT WETLAND LIMIT �.INE ANTI -TRACKING PAD A A A A A A SILT FCN(E'C,, NT 'Ns NG L '0 QL INLET FILTER (FABRIC) DIVERSION BERM GENERAL NOTES 1. TORSOILING, TEMPORARY & PERMANENT- & MULCHING SPECIFICATIONS, SEE,, LANDSCAPING & ARCHITECTURAL PLANS. FOR TREE PROTECTION ACTIVITIES SEE URBAN FOR -ESTERS "CONSTRUCT11ON TREE PRESERVATION PLANS STORM RUNOFF CONTROL PROCEDURES 1. IT, IS INTENDED THAT ALL STORM RUNOFF DURING CONSTRUCTION FROM THE AREA INDICATED AS THE GRADING LIMITS OF THE CONTRACT AND AREAS TRIBUTARY TO IT. SHALL BE _INTERRUPTED BY SWALE$, FILTER PROTECTED INLETS AND,WILL DISCHARGE INTO THEIR RESPECTIVE SEDIMENT, BASINS. THE OUTLET STRUCTURE FROM EACH OF THESE BASINS WILL BE COVERED WITH �SOIMENT FILTER FABRIC AND CONTAIN/A SEDIMENT RISER. SOIL CONSbRVATION'NOTES 'ALL SOICEROSION AND SEDIMENT CONTROL MEASURES SHALL BE CON'DUL'TED IN ACCORDANCE WITH THE "BEST MANAGEMENT PRACTICES MANUAL"'. 2'. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE PROJECT DURATION. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME DURING. CONSTRUCTION. WHENEVER POSSIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. 4LL STOCKPILED SOIL SHALL BE GRADED TO BE FREELY DRAINING. AL'_ SOIL STOCKPILED FOR A PERIOD GREATER THAN 30 DAYS WILL BE TEMPORARILY SEEDED IN ACCORDANCE WITH THE TEMPORARY SEEDING STANDARDS. "6. UPON COMPLETION OF THE PROPOSED DEVELOPMENT AND'OWNERIS ACCEPTANCE OF THE JOB', THE RESPONSIBILITY FOR MAINTENANCE OF ALL PERMANENT SOIL ERmION AND SEDIMENT CONTROL MEASURES SHALL BE TRANSFERRED TO'THE OWNER. 7. ALL AREAS DISTURBED BY GRADING AFTER NOVEMBER 1 ON,WHICH TEMPORARY OR �PERMANENT SEEDING IS REQUIRED SHALL BE TREATED AND MA-INTAINED WITH MULCHING UNTIL WHICH TIME THE GROWING, SEASON ALLOWS SEED'GROWTH. EROSION CONTROL MEASURES AND SEQUE-NCE OF INSTALLATION 1 INSTALL SEDIMENT FENCE AND TRACKING PAD AS SHOWN. 2. REMOVE OR RELOCATE "AND PROTECT ALL,APPROPRIATE TREES�(SEE TREE RELOCATION.& DEMOLITION PLAN). 3, -COMPLETE CLEARING AND GRUBBING ,PROCEDURES. 4'. STRIP AND STOCKPIILE TOPSOIL AS DIRECTED BY ARCHITECT., 5. CONSTRUCT SEDIMENTATION BASINS WITH OUTLET -STRUCTURES AND FILTER FABRIC AS SHOWN. 6. BEGIN EXCAVATION AND F1,,LLING FOR BUILDIN-0 AND SITE ROUGH EARTHWORK.� EXCAVATION AND UTILIZATION OF MATE-R'IAL FROM POND AREA ON GOLF,COURSE �WILL PROGRESS SIMULTANEOUSLY SO THAT THE POND IS AVAILABLE,FOR STORM DETENTION AND SILTATION AT THE EARLIEST POSSIBLE DATE. 7.�,� FOLLOW I RG ROUGH EARTHWORK AND COMPACTION OPERATIONS. A. 'ALL AREAS DISTURBED BY GRADING OPERATIONS AND NOT ACTIVELY USED FOR CONSTRUCTION RPOSEIS SHALL BE SEEDED. B. SUBGRADES I OF, PROPOSED PAVED AREAS SHALL BE EITHER SEEDED OR COVERED WITH CRUSHED STONE C. ACTIVE CONSTRUCTION ROADS SHALL BE DUST CONTROLLED PERIODICALLY. 8. PRIOR TO THE COMPLETION OF THE 'STORM DRAINAGE SYSTEM INLET PROTECTION AND OUTLET PROTECTION SHALL BE INSTALLED. 9. TEMPORARY LAWNS SHALL BE RESTORED BY RESEEDING AND MULCHING WHEREVER THEY ARE DISTURBED FOR' , 'PIPE OR OTHER UTILITY CONSTRUCTION. 10. TOTAL CONSTRUCTION TIME PROJECT IS ESTIMATED TO BE APPROXIMATELY 30 MONTHS. 50 0 50 100 1 50' REVISIONS NO� DATE DESCRIPTION Berkus Group Architects e Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates Golf Course Architects Deborah Nevins Associates st Landscape Designers Steve Clark & Associates Urban Forester's Paulus, Sokolowski & Sartor, Inc. st Civil Engineers 13 I 00S A \61 Ai 101, F_ CD 61 �A! m Em F� m_ 12S I REVISIONS DESCRIPTION \A,A�T Er- so Iz r--L-P-v� `-�47,�; Q x 4 ELEVATION -24r:�A-LP; Berkus Group Architects *Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates 9 Landscape Designers Steve Clark & Associates * Urban Foresters Pau lus, Sokolowski & Sartor, Inc. 0 Civil Engineers $r40, �4 TYPICAL ABUTMENT PLAN L,v -k� ,w 1_5 A di - T� -4,t-L tx,�) T T -_m, c�� "; n, 7 e, SECTION A -A L 16- 1-- A TYPICAL INTERIOR PIER PLAN 4�Q ri 4 4 0 LP o SECTION B -B ARROW W.. OOD CAROL MANAGEMENT CORP. 'VILLAGE OF RYE'BROOK WESTCHESTER CTY.,N.Y. QOLF CAR lie, T, BRIDGE DETA RtD-G-E OVER EXIVIN G% POW'" GENERAL NOTES It 0 1 . DESIGN STRESSES ARE IN ACCORDANCE WITH THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, EIGHTH EDITION (AISC). 2. BRIDGE MEMBERS ARE FABRICATED FROM HIGH STRENGTH, SELF -WEATHERING, LOW ALLOY, ATMOSPHERIC CORROSION RESISTANT ASTM A847 COLD -FORMED WELDED SQUARE AND RECTANGULAR TUBING, AND ASTM A588, ASTM A606, OR ASTM A242 PLATE AND STRUCTURAL SHAPES (FY = 50,000 p.s.i.). 3. BRIDGE DECKING NOMINAL 3`X 12" SELECT STRUCTURAL WEST COAST REGION DOUGLAS FIR. TIMBER DECK MATERIAL SHALL BE TREATED WITH CHROMATED COPPER ARSENATE (CCA) TO A .4 PCIF RETENTION. 4. E80 SERIES ELECTRODES FOR WELDING. 5. ALL TOP AND BOTTOM CHORD SHOP SPLICES TO BE COMPLETE PENETRATION TYPE WELDS. WELD BETWEEN TOP CHORD AND END VERTICAL SHALL BE PARTIAL PENETRATION. 6. UNLESS OTHERWiSE NOTED, WELDED CONNECTIONS SHALL BE FILLET WELDS (OR HAVE THE EFFECTIVE THROAT OF A FILET WELD )OF A SIZE EQUAL TO THE THICKNESS OF THE LIGHTEST BASE MEMBER IN THE CONNECTION. WELDS SHALL BE APPLIED As FOLLOWS: A) BOTH ENDS OF VERTICALS, DIAGONALS, AND FLOOR BEAMS SHALL BE WELDED ALL AROUND. B) BRACE DIAGONALS WILL BE WELDED FOR FULL LENGTH OF TOP, BOTTOM AND OUTSIDE VERTICAL FACES. C) BOTTOM OF STRINGERS WILL BE STITCH WELDED TO TOP OF FLOOR BEAMS. D) MISCELLANEOUS NON-STRUCTURAL MEMBERS WILL BE STITCH WELDED TO THEIR SUPPORTING MEMBERS. 7. ALL BRIDGE SPANS TO BE CAMBERED FOR DEAD LOAD DEFLECTION. STRUCTURAL SPECIFICATION� GENERAL: I. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALI. DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE I MMEDIATE ATTENTION OF TIE DEVELOPER . 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALI. SIMILAR SECTIONS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS. 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCF WITH APPROPRIATE PROVISIONS OF EACHOF THE FOLLOWING: A. THE B.O.C.A. BASIC BUILDING CODE, 1987 EDITION� B. A. C.I. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318-83). 5. THE CONTRACTOR SHALL VISIT THE SITE SO THAT HE IS FAMILIAR WITH SITE CONDITIONS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS REPSONSIBILITY OF BEING FAMILIAR WITH THE SITE. a 1, T 13 FOUNDATION NOTES: 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A USABLE BEAI�iNb CAPACITY SHOWN ON ELEVATION AND OR SECTIONS. 2. ALL FOOTINGS AND PIERS SHALL BE CONSTRUCTED WHEN SUPPORTING SOIL AND ADJACENT AREA SHALL BE DRY AND NO WATER. CONCRETE ANDREINFORCING ALL CONCRETE METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AC; 318, LATEST EDII ION. 2. ALL CONCRETE TO BE STONE CONCRETE DEVELOPING A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4. 500 PSI, UNLESS OTHERWISE NOTED. 3 . ALL MAIN REINFORCING STEEL SHALL BE INTERMEDIATE GRADE. NEW B! LLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A6tS, GRADE 60. ALL BAR&SHALL 3E SECURELY WIRED IN PLACE. 4. CONCRETE COVER FOR REINFORCING BARS SHALL BE 3" FOR FOOTINGS, 2" FOR ABUTMENTS ANO PIERS EXPOSED TO EARTH, OR WEATHER. YARD, MAXIMUM SLUMP OF 411+ 1 1ANDSHALL CONTAI N A WATER -REDUCING ADMIX URE CON i FORMING TO ASTM C494 (EUCON WR -75 OR EQUAL ). WATER -REDUCING ADMIXTURE SHALL NOT CONTAIN ANY CHLORIDE IONS ADDED DURING MANUFACTURE. 6. CONCRETE SHALL HAVE AN AIR CONTENT OF 6% 1 1%. ALL EXPOSED EXTERIOR CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE CONFORMING TO ASTM C260. 7. CONTINUOUS REINFORCING TO LAP 36 DIAMETERS. 8. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TO ALLOW THEM TO SET ANCHOR BOLTS, RAILING POSTS, ETC., AS REQUIRED FOR THEIR USE. 11 DESCRIPTION PAULUS D_ SOKOLOWSKI EA & and SARTOR CONSULTING ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN� NEW JERSEY 07060 PHILIP �A. FALCONE P.E. KL I NO. 0585413 L,v ,w 1_5 A di - A TYPICAL INTERIOR PIER PLAN 4�Q ri 4 4 0 LP o SECTION B -B ARROW W.. OOD CAROL MANAGEMENT CORP. 'VILLAGE OF RYE'BROOK WESTCHESTER CTY.,N.Y. QOLF CAR lie, T, BRIDGE DETA RtD-G-E OVER EXIVIN G% POW'" GENERAL NOTES It 0 1 . DESIGN STRESSES ARE IN ACCORDANCE WITH THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, EIGHTH EDITION (AISC). 2. BRIDGE MEMBERS ARE FABRICATED FROM HIGH STRENGTH, SELF -WEATHERING, LOW ALLOY, ATMOSPHERIC CORROSION RESISTANT ASTM A847 COLD -FORMED WELDED SQUARE AND RECTANGULAR TUBING, AND ASTM A588, ASTM A606, OR ASTM A242 PLATE AND STRUCTURAL SHAPES (FY = 50,000 p.s.i.). 3. BRIDGE DECKING NOMINAL 3`X 12" SELECT STRUCTURAL WEST COAST REGION DOUGLAS FIR. TIMBER DECK MATERIAL SHALL BE TREATED WITH CHROMATED COPPER ARSENATE (CCA) TO A .4 PCIF RETENTION. 4. E80 SERIES ELECTRODES FOR WELDING. 5. ALL TOP AND BOTTOM CHORD SHOP SPLICES TO BE COMPLETE PENETRATION TYPE WELDS. WELD BETWEEN TOP CHORD AND END VERTICAL SHALL BE PARTIAL PENETRATION. 6. UNLESS OTHERWiSE NOTED, WELDED CONNECTIONS SHALL BE FILLET WELDS (OR HAVE THE EFFECTIVE THROAT OF A FILET WELD )OF A SIZE EQUAL TO THE THICKNESS OF THE LIGHTEST BASE MEMBER IN THE CONNECTION. WELDS SHALL BE APPLIED As FOLLOWS: A) BOTH ENDS OF VERTICALS, DIAGONALS, AND FLOOR BEAMS SHALL BE WELDED ALL AROUND. B) BRACE DIAGONALS WILL BE WELDED FOR FULL LENGTH OF TOP, BOTTOM AND OUTSIDE VERTICAL FACES. C) BOTTOM OF STRINGERS WILL BE STITCH WELDED TO TOP OF FLOOR BEAMS. D) MISCELLANEOUS NON-STRUCTURAL MEMBERS WILL BE STITCH WELDED TO THEIR SUPPORTING MEMBERS. 7. ALL BRIDGE SPANS TO BE CAMBERED FOR DEAD LOAD DEFLECTION. STRUCTURAL SPECIFICATION� GENERAL: I. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALI. DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE I MMEDIATE ATTENTION OF TIE DEVELOPER . 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALI. SIMILAR SECTIONS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS. 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCF WITH APPROPRIATE PROVISIONS OF EACHOF THE FOLLOWING: A. THE B.O.C.A. BASIC BUILDING CODE, 1987 EDITION� B. A. C.I. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318-83). 5. THE CONTRACTOR SHALL VISIT THE SITE SO THAT HE IS FAMILIAR WITH SITE CONDITIONS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS REPSONSIBILITY OF BEING FAMILIAR WITH THE SITE. a 1, T 13 FOUNDATION NOTES: 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A USABLE BEAI�iNb CAPACITY SHOWN ON ELEVATION AND OR SECTIONS. 2. ALL FOOTINGS AND PIERS SHALL BE CONSTRUCTED WHEN SUPPORTING SOIL AND ADJACENT AREA SHALL BE DRY AND NO WATER. CONCRETE ANDREINFORCING ALL CONCRETE METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AC; 318, LATEST EDII ION. 2. ALL CONCRETE TO BE STONE CONCRETE DEVELOPING A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4. 500 PSI, UNLESS OTHERWISE NOTED. 3 . ALL MAIN REINFORCING STEEL SHALL BE INTERMEDIATE GRADE. NEW B! LLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A6tS, GRADE 60. ALL BAR&SHALL 3E SECURELY WIRED IN PLACE. 4. CONCRETE COVER FOR REINFORCING BARS SHALL BE 3" FOR FOOTINGS, 2" FOR ABUTMENTS ANO PIERS EXPOSED TO EARTH, OR WEATHER. YARD, MAXIMUM SLUMP OF 411+ 1 1ANDSHALL CONTAI N A WATER -REDUCING ADMIX URE CON i FORMING TO ASTM C494 (EUCON WR -75 OR EQUAL ). WATER -REDUCING ADMIXTURE SHALL NOT CONTAIN ANY CHLORIDE IONS ADDED DURING MANUFACTURE. 6. CONCRETE SHALL HAVE AN AIR CONTENT OF 6% 1 1%. ALL EXPOSED EXTERIOR CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE CONFORMING TO ASTM C260. 7. CONTINUOUS REINFORCING TO LAP 36 DIAMETERS. 8. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TO ALLOW THEM TO SET ANCHOR BOLTS, RAILING POSTS, ETC., AS REQUIRED FOR THEIR USE. 11 DESCRIPTION PAULUS D_ SOKOLOWSKI EA & and SARTOR CONSULTING ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN� NEW JERSEY 07060 PHILIP �A. FALCONE P.E. KL I NO. 0585413 F141W & PLAN _Rtz�_��IBT FLOW t ON I IA 16. �,4 4 .0; _e REVISIONS NO. DATE DESCRIPTION %a &= %0 1 1 W I V PM r% Ground Elevation Water Surface Elevation Elevation of Pump Bottom Elevation Pond Length of Suction Line Vault Dimension Pump Model Bowl Stage HP Capacity Head RPM Volts Phase Cycle Discharge Line 0 . 1 -TO E'7 f _i i N G 74 L� F�'IWb-L_ Pump #1 Pump #2 307.00 Ft. 254.00 Ft. 303.00 Ft. 247.50 Ft. 295.00 Ft. 239.50 Ft. 285.00 Ft. 215.00 Ft. 65.00 Ft. 80.00 Ft. 6' X 12' 6' X 14' Layne & Bowler Layne & Bowler 25 HS 8 TH-1 75 HS 8 TH-3 8th 8th 1 3 PAULUS 25 75 600 GPM 600 GPM 98.70 Ft. 311.85 Ft. 3500 OKOLOWSKI 3500 460 SCALE 460 3 3 60 60 611 611 Berkus Group Architects 9 Residential Architects and Planners The Hillier Group Conference C%enter Architects and Planners von hagge Design. -Associates * Golf Course Architects Debo.'ah Nevins Associates Landscape Designers Steve Clark & Associates Urban Foresters' Paulus, Sokolowski & Sartor, Inc. 9 Civil Engineers 4 " W&T?�V_ �-eqkk,� fV4tA- WATe" tij�,E;T 1r1T-U1)A. T TO 4W(,k�9SD ,x , i7;� 7e� f�� 1�� re.-tAC), ELECTRONIC WATER LEVEL CONTROL WALL MOUNT PLAN :_� L 5�r 74-0 24" 40-ri- w� VZNT4�qz r1a)RVIio Ar__40 �A Z" i4FT t4o�,_- AV1CNjr-.) ?V6 M, 4" &vqw& It -IT 15� ;,7 SECTION FOUNTAIN STRUCTURE FOR POND #f"113 V r p, +4 BLO W ER HOUSE SYSTEM ( PUMP HOUSE N0.2 ) ARROW.. W..00D CAROL MANAGEMENT CORP. VILLAGE OF RYE'BROOK WESTCHESTER CTY.,N,Y,' CIRCULATION & AER A TION PUMP DETAILS 6 _�_ � i� - I �111 <::,T(OO FoitQT,�� CLEANING PROVISION (FOR LATERAL AIR PIPING) A A A A A I, MAIN alk N r-IN&L. P 1 647E D ',_7 4 S E'N 15 CS Fv,-, PIPIW6 F0 t�,IAIW A�;Z, j4e.APF_fk 4,ND bE ,�5oer�P-117L),TeD I W S T4 I- L- E 0 C�0?�P*N C�e \N I H Amy\IA C 110 1 - ��, It An 614 T�-,,Vc - 4E;f a FAIL Z rvc�, Jb-WP_ CIRCULATION MAIN DISCHARGE LINE DETAIL Diffuser Aeration & Air Blower Systems Notes & Provisions: 1. Blower lubrication oil shall be turbine quality, synthesized hydrograph lube oil for continuous operation. 2. Diffuser hoses shall be of PVC pipe end fittings. 3. First 60 ft. of main air header must be cast ductile iron or galvanized steel PVC heat dissipation. 4. Each lateral air piping shall be provided with cleaning provision as shown on the detail drawing. 5. Provide weighted end cap on the outboard end or bio-weve diffuser�to avoid floating where high air blows occur. RE -VISIONS PAULUS DATE— 8-20-90 NO. DATE DESCRIPTION OKOLOWSKI SCALE and SARTOR AS $HOWN CONSULTING ENGINEERS DRAWN 67A MOUNTAIN BOULEVARD EXTENSION JOB NO. P.O. BOX 4039 WARREN, NEW JERSEY 07060 001-3919 PHIILIP� A.FALCONE P.E. ILC SHEET 110. I � I I I I I - -1 1. � �, � � ,'- -, I I � I I I I I I I � - 1, I I I I � I I I I" - � I 1-11.1 � I I � I I , , I' I I I I ," " � --,,�- -",: , I I I I "I " ; " ,1� ,, I I I I - , I , I , - � I � I I I 11 11 I I I I 11--, , - I I � I '' 1�111 ," " �1- I I - I I - " � I � I I I "�:: , 11 I E 7, 2-� 5 0 � N 81500, E 7, 55 0 0 I � E 71,750 N 8,750 E spoo N 9,000 . 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'-,��I'l , I I , I , , f�`%'i',\l, - 1-4 � : 1�v I , 11 I I 1, -y", �" , -- , 11 � I "I :� ,----, � - 2 ,,,�-,, , � \ ii I " -, / � ;l . �- / I 1',, / 11 , I * �/ I , '� , ,,, '' - �, I I , � I I 11 ",I I " i I I I I I 335 325 320 C C > 315 c C C + C 310 305 0 DATUM 300 345 340 335 0 2 3 4 5 6 7 8 9 ALIGNMENT 1 PROFILE SCALE: HOR 1"=50' VER 1'#=5 LO Cq �2 ro 325 > C:) + 320 315 C 0) 0 DATUM 31 Im ilk PVI STA, 26+51.51 ELV. 338.00 VCL 100.00 U') MO 0.13 0) to 00 SD 420.20 to. W. iyA PVI STA. 27+93.50 ELV. 341 VCL 150.00 mo -1.09 SD 188.91 00 -]'d- UK 14 PVI.STA. 29+60.00 ELV. 336.00 '"r) VCL 75.00 MO -0.35 15 335 325 320 > 315 310 305 LO Oq 00 16 1 +0!.00 ELV. a 312.00 LO n DATE 10/1,5190-1 NO. fn DESCRIPTION NO� PVI STA. 3+55.00 ELV. 312.14 a o 4- F, M PVI STA. 4 1- 14.98 ELV. 320.58 SCALE m 0 - 0 '12'2 \� LO DRAWN + JOB NO. 00*�3 VC1 100.00 t_4 VCL 100.00 4 PHILIP FALCONE P.E. Q. 056548 VCL 200.00 SHEET NO. MC 0.47 w _j < - MO 0.47 > >: >: 4 �" U_ to e SD 193.32 ?,- w > SD 194.58 40 -1.73 > j to PVI STA. 4+83.(D EIV. 311.50 + 0 C14 Lq 06 w Y�_ _j PVI STA. 6+83.0 0 E 311.00 SD 195.72 Clj + Ai H - to r� C-4 10 to + to + 0 + > + to CQ m 00 co C_ r" L'i C Lq q to Ln C> w a- w C�� 00 - CD I to C;1 C> CD to U% r, C:1 rnin - g: -i 00 to PVISTA. 22+35,30 ELV. 332.00 C14 cli tn C� ffi �'VIS'A. 30+45.00 ELV. 30.00 '0009 - 01 + N, t7�, Cq "r C4 + rn VCL 60.00 roojo�Njo N, (C C, �<_ �2 6_; 0) cli MO 0.36 LO N, C14 Sn 113 34 iL 00 -5al-9- 50% PVI STA. 17+67.00 ELV. 3, "8.00 k - - - - - - - - - - -1.007. Lq C14 - - 0 00 to Gi VCL 220.00 00 0! Oq n 0 0 14: n 0! C� cx (D C� r" Oq V: n '�! (6 to LO to C�' N 0 C�l C�' LO 00 r" 00 C14 r, 0 00 :: - PVI STA. 7+85.(0 ELV. 314.00 - - CD CD - 2) rn I fn ;;; PVI STA. 14+75.00 ELV. 312.00 rn U.1 ;�; I �; n to C14 tn ro I to 20 to R to SD 253.68 1;; fl) in + m VCL 75.00 U") 0) 0 STA. 1+40.00 ELV. 13.25 AAA, MO 0.26 -'; C> >: >: C) Uj rn C�l PVI STA. 0+80.1)0 C14 VCL 60.00 PVI S 2+10.00 Uj i 71�1 tn SD 287.43 + LV. 310.0( MO -0.75 SD 96.06 00 EU'. 310.00 m 03 'j L0 PVI STA. 14+00.)0 ELV. 310 or VCL 60.00 00 1 00 to V( L 50.00 .1 OR 0 VC �5.00 n - 60 SD 81,136 rn � 0 0.61 111; to co ,2 - -1- MO 0.15 a >: '06' 06'-- 00 SI, 55.26 PVI STA. 12+20.00 ELV. 308.10 1p SD 2 40,39 �: + + LO Oi 'r I - 65 0.85% 0,857- rn C� rn ;; cli > 0i VCL 150.00 0) Oq a) C:� - + w Uj "-2.2 a MO 0.45 00 C fl) LO C> Ui 0 i>u000l� SD 575.47 0 (r) C5 a Uj W tR a C4 C:1 0 R> r_� 00 Ln vi 00 tn LO t� �tl -'q + + a C� 2� Lo + LA.J + + C4 a q LO LJ C14 to 0 F_ cq C14 '0 C5 0 Lr) 14- n 0) U') 0) r + U_ 17) C14 + U*) + C 05-: ak IQ 0- >: 00 0> 64, t�e �a_ 0 k 10 0 co 't to to 't LO 00 0) 0 C) C4 w 00 rn U) 00 r, LO to 0 q '*� 'i 0� -7 7 V: q IR IQ U� q 11� 7 UQ CN C� U� O� Cq '7 O� 14: t": q 00 C) rl: q U� 14: O� Cq 1q: 7 C� n C� 10: U� - 0) 0 00 00 0 0 0 0 't N r- n 00 Pq 0) 0) r_1 00 r, r, al w U') C�) rn rn 0) 0) 06 6 . cc m r- C" r- 00 r- 00 r, 00 r" a) 00 0 M W) LO W� 0) 0 - CD 0 R) 0 a C� 0 CD 0 C) C) 0 C:) 0 - ;; 100 1 ;�; 1 ro ;; I;; to to n w (n to 11, C:P 1*1 (0 rn. 00 I fn ro) I ff). fn ro I rn rnFn rn I to, to to PO ;:; to to 1;;; 00 0 2 3 4 5 6 7 8 9 ALIGNMENT 1 PROFILE SCALE: HOR 1"=50' VER 1'#=5 LO Cq �2 ro 325 > C:) + 320 315 C 0) 0 DATUM 31 Im ilk PVI STA, 26+51.51 ELV. 338.00 VCL 100.00 U') MO 0.13 0) to 00 SD 420.20 to. W. iyA PVI STA. 27+93.50 ELV. 341 VCL 150.00 mo -1.09 SD 188.91 00 -]'d- UK 14 PVI.STA. 29+60.00 ELV. 336.00 '"r) VCL 75.00 MO -0.35 15 335 325 320 > 315 310 305 LO Oq 00 16 16 320 _>j W 315 g + 310 305 CN �? DATUM 300 - 17 18 19 PVI STA. 2+25.00 ELV, 317.65 VCL 100.00 mo -1.12 L'oq Cr% I nA n7 1. 20 21 22 23 24 25 ALIGNMENT 1 PROFILE SCALE: HOR 1"=50' VER 111=5' PVI STA. 1 +0!.00 ELV. a 312.00 LO n DATE 10/1,5190-1 NO. fn DESCRIPTION NO� PVI STA. 3+55.00 ELV. 312.14 a o 4- F, M ELV, -iFlt,�13 SCALE m 0 - 0 '12'2 \� LO DRAWN + JOB NO. 00*�3 VC1 100.00 t_4 VCL 100.00 4 PHILIP FALCONE P.E. Q. 056548 > SHEET NO. MC 0.47 w _j < - MO 0.47 > >: >: 4 �" U_ to e SD 193.32 ?,- w > SD 194.58 > j to PVI STA. 4+83.(D EIV. 311.50 + 0 C14 Lq 06 w Y�_ _j PVI STA. 6+83.0 0 E 311.00 Clj + Ai H - to r� C-4 10 to + to + 0 + > + to CQ m 00 co C_ r" L'i C Lq q to Ln C> w a- w C�� 00 - CD I to C;1 C> CD to U% r, C:1 rnin - g: -i 00 to PVISTA. 22+35,30 ELV. 332.00 C14 cli tn C� ffi �'VIS'A. 30+45.00 ELV. 30.00 '0009 - 01 + N, t7�, p "r C4 + rn VCL 60.00 roojo�Njo N, (C C, �<_ 6_; 0) cli MO 0.36 N, C14 Sn 113 34 iL 00 -5al-9- 50% PVI STA. 17+67.00 ELV. 3, "8.00 k - - - - - - - - - - -1.007. Lq C14 - - 0 00 to Gi VCL 220.00 00 0! Oq n 0 0 14: n 0! C� cx (D C� r" Oq V: n '�! (6 to LO to C�' N 0 C�l C�' MO -1.27 00 r" 00 C14 r, 0 :: - - - CD CD - 2) rn I fn ;;; I to rn I to ;�; I �; n to C14 tn ro I to 20 to R to SD 253.68 1;; I in 0) 0 AAA, -'; >: C) Uj rn Uj i 71�1 tn 'j L0 00 OR 0 to co ,2 '06' 06'-- 00 + Oi 'r I - 65 0.85% 0,857- rn "-2.2 a r_� LO + A x Ul) 0) en to to n w (n to 11, C:P 1*1 (0 00 0 to 00 09 lr� U� 01 rl� Iq O� Oi O� 11� n Oq O� rl� C? C`4 11� O� C� 1p Cq n V: Oq LQ C� Lq 00 C14 w w r_1 r�' 00 00 0) 0) 0) 0) 0) 0) 0 C:� 0 ffl C4 U") Ln (0 Ln r- (0 00 r- 00 co 00 0) 00 CD 00 0 00 0) 00 00 �0 to -to rn 0 CV') C14 " C111 CN C14 eq 04 (N C111 rn n n V") K) K) n n to n ff) to PI) �n to r) n n 11) 14- K) It ffl n r') tn r') n e) 'Co' PO n n1v) n t) V) I 'C" 'C"' in K) n rn nin n n rn n to pn rn 1 K) t) n rn n1r) n r) n1r) K) n V1 K) V1 n V"' n rn rn 1 16 320 _>j W 315 g + 310 305 CN �? DATUM 300 - 17 18 19 PVI STA. 2+25.00 ELV, 317.65 VCL 100.00 mo -1.12 L'oq Cr% I nA n7 1. 20 21 22 23 24 25 ALIGNMENT 1 PROFILE SCALE: HOR 1"=50' VER 111=5' PVI STA. 1 +0!.00 ELV. a 312.00 LO n DATE 10/1,5190-1 NO. fn DESCRIPTION NO� PVI STA. 3+55.00 ELV. 312.14 a o 4- F, M ELV, -iFlt,�13 SCALE m 0 - 0 '12'2 \� LO DRAWN JOB NO. 00*�3 VC1 100.00 t_4 VCL 100.00 4 PHILIP FALCONE P.E. Q. 056548 > SHEET NO. MC 0.47 w _j < - MO 0.47 F >: >: 4 �" U_ e SD 193.32 ?,- w > SD 194.58 > j to PVI STA. 4+83.(D EIV. 311.50 pv� rz�'�P�>'00 RLq 0 C14 Lq w Y�_ _j PVI STA. 6+83.0 0 E 311.00 Clj + Ai H - to r� C-4 10 to + to + 0 CQ m 00 co C_ r" L'i C Lq q to Ln C> w a- w C�� 00 - CD I to C;1 C> CD to C�k I K) 212 C:1 rnin - I to 0 U') LO '0009 - 01 + N, p roojo�Njo N, N, iL 00 50% -1.007. 0 00 to 00 Oq n 0 0 14: n 0! C� IQ (D C� r" Oq V: n '�! (6 to LO to C�' N 0 C�l C�' M 00 r" C> r, 0 :: - - - CD CD - 2) rn I fn ;;; I to rn I to ;�; I �; n to �;J- ro I to 20 to R to to 1;; I 0 2 3 4 5 ALIGNMENT 2 PROFILE SCALE: HOR 1 "=50' VER 1 11=5 # 7 325 320 315 310 305 26 27 28 PVI STA. 0+12. ELV. 308.62 r, (D 00 ri 0) 0 "I STA-� 0�1�0 06 + 0 ro 11) r-- L,4. 30-70 mo *_ A15 Uj + a 3 10 MOM= 1 W'', A" mo 31 PVI STA. 3+67.80 ELV. 310.77 0 2 3 4IGNMENT 3 PROFILE SCALE: HOR 1 "=50' VER 1 11=5 # 4 Kw 32 345 340 335 330 325 315 REVISIONS 00 REVISIONS �2 C14 DATE 10/1,5190-1 NO. DATE DESCRIPTION NO� DATE DESCRIP-nON 5A 7 a o 4- F, M ELV, -iFlt,�13 SCALE m 0 - 0 '12'2 \� 315 0 2 3 4IGNMENT 3 PROFILE SCALE: HOR 1 "=50' VER 1 11=5 # 4 Kw 32 345 340 335 330 325 315 REVISIONS Berkus Group Architects e Residential Architects and Planners Arlr"%OWWOVA""'�D' The Hillier Group 9 Conference Center Architects and Planners CAROL MANAGEMENT CORP's von Hagge Design Associates * Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y. Deborah Nevins Associates * Landscape Designers REVISIONS PAULUS SOKOLOWSKi and SARTOR CONSULTING ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN, NEW JERSEY 07060 DATE 10/1,5190-1 NO. DATE DESCRIPTION NO� DATE DESCRIP-nON a o 4- F, M SCALE DRAWN JOB NO. 00*�3 t_4 Steve Clark & Associates Urban Foresters RESIrDENTIAL ROAD Erm-FKOFILE, PHILIP FALCONE P.E. Q. 056548 SHEET NO. lu ?L t; _j _j < - >� F >: >: 4 �" U_ e :j w ?,- w > _j 0 Y�_ kt CQ m 00 co C_ r" L'i C Lq q to Ln f*. w a- w C�� 00 - CD I to C;1 C> CD to C�k I K) 212 C:1 rnin - I to 0 2 3 4IGNMENT 3 PROFILE SCALE: HOR 1 "=50' VER 1 11=5 # 4 Kw 32 345 340 335 330 325 315 REVISIONS Berkus Group Architects e Residential Architects and Planners Arlr"%OWWOVA""'�D' The Hillier Group 9 Conference Center Architects and Planners CAROL MANAGEMENT CORP's von Hagge Design Associates * Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y. Deborah Nevins Associates * Landscape Designers REVISIONS PAULUS SOKOLOWSKi and SARTOR CONSULTING ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN, NEW JERSEY 07060 DATE 10/1,5190-1 NO. DATE DESCRIPTION NO� DATE DESCRIP-nON SCALE DRAWN JOB NO. 00*�3 Steve Clark & Associates Urban Foresters RESIrDENTIAL ROAD Erm-FKOFILE, PHILIP FALCONE P.E. Q. 056548 SHEET NO. CAROL.K7 'VILLAGE OF RYE BROOK ...................... m [LIMA ml Berkus Group Architects *Residential Architects and Planners The Hillier Group *Conference Center Architects and Planners von Hagge Design Associates * Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates Urban Foresters Pau'lus, Sokolowski & Sartor, Inc. * Civil Engineers m 0 REVIS16INS NO. DATE D, DESCRIPTION Is PAULUS SOKOLOWSKJ and SARTOR CONSMTING 9NOWEERS 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN, NEW JERSEY 070W PHILIP; A-FALCONE P.E. N IV I le �m . 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N a 1-1, � 11 U-11 � � ",/ "/ / / x , " \; I k � _- 'i Li , " \ /I Tilia cordata -- \ I '_"� � I � i, /; �-_ ,,�, , '/� , - ,g I ' I I I I I I i \_,,',- I I 0 � ; -1 1-1 " / '--,� Ulmus parvifolia - Chinese Elm , I I UP .� 11 . I 0 I � _ � I i 11 � i ,k:<-_, �� "' " i I � . -1 ', 4 - --I 1 1 t 3 , .- f I i - ,� 'L� 11 I . I I � � 7 I I j; -, �, -1 -1,11 I ,,. `��=-_ I'/ *� _1111_1___-_1_1.__..1.1_1 '----- --..,--�-111------"--,�----,-,-,-------.,------l.-II-�l-----,--------.- - - . I I I 1 I I I I � � I I I t- �.,/' I -- \ , N _�', _��_ � lii�\ / I. __1 I � I I � I I I 4 ; I o �Vl i � 11 \ \\1 I� � 1_� I \'k� �' � I � , � I I - I I I . 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'. ,f, Pseudot.r uglas Fir , (') M I., / P�7' 1 � 1, � � I I � , I I I I k i I " " ,,,, , , -- G - -, '� "r-n,'fe Center Architect.,s and Planners � I I I I r , � ,- I , �_ 'I / I 11" 1 --ii �_:� t � ,-""'z 111,("ULN "?, ,� ,1� I -� f-, I TF -_1 � , �1' , Tsuga canadensis - He lock � / 0 \\ \ � 6 - 6 14 " 1, ' ) ,I /' - / / &� A 'i ICIZA I ' i�l I I 11 16� �_ 11 I I I I -,>� 1� I '�% 11 / j " / % ,� � \ � 11 I I I 11 )" Ii, /-" I '0:� -) - I i � i I i / � Z :: I/ � '. . Flowering I Trees I ,----.,, .�� ''I ��, I ", I //,/ 1� \ \ � \ \ I � 1. - 1, 11 I , "'I-1-/ I /I/ 11 f �) 0 � I � I, ,oc-,,�,r,,�, !"'1--ge 1')(,,�s-'rr-,,1 AsS;,'_�,,'.a,te,, ,.---s Golf Course Architects I 11� i / / I / rlll�:71 t7l I � . \1\ el \ � I I � 0 � I ! � \ I `� I., I - / ,'I I I I ,C,K�, I 0 � ; I " I , I I �1' I / / �� I— I I - 11 I 11 I I" I ____ . � i I � Cornus kousa - Kousa Dogwood ' 1, CP _z I " --- / ; � I', � , " I � : Crataegus phaenopyrum - Washington HaWt :)141 ? /'�'� \ I , ��, I ` I I 1� " ' 'N �, ime, . �_ ,. . I ;;�___ . �� /I I 11 I /-\ / I " QJ. __1 / , , : , �, 11 � - - -r - � 10', .,z,--��i,_,,s Assoc' I * Laridscape Design.ers 9so �, 1� j � 11 /` 1, / , i 1� D e �.,, (J, �,, L& 11 � � Magnolia soulangiana - Saucer Magi olia: MS , I 0 0 �, I I I "" /_ .� I I / I 11. /( / / 11 I %11 ., I , / I-- I , ,��, / � �,� I Malus floribunda - Japanese Flowering.Cri . I MF , ,�,, _ �6 1 / ( 11 i _�,� / i - , � / / I 1 47- ; � j;& � I - � '15;w _�, I - I, , I I I i 52 , 0 - . I - �� I 11 / 11 W / i ; . 11 / -_ . �:.,: :,j � , I I I I I �, ____ ", St (.-,,� v e -,,1a,i-1 & ASS0CJ,,'-ite? 0 1 U I I \ i ", -r-il-n Foresters Malus'Zumi'- Zumi Crab I I -, � . I- / . I ' .�' " �' / I I �, I 1_\ I I � . � I , z _�, / i if f I( I - I I I I _`1 '! I I il I . 1� Prunus sargentii - Sargent Cherry ,,.' _., �, � "I I � , -,, , PH / I--,,-\ / - . \ I '' ��__ - - Q " 0 _� , ,; , � 11 1, j a : I -1) I - /Z Prunus subhirtella'Autumnalis'- Autu Flowerin ' , , 1 � T V - - _ , "" - L I \ I I-— \\__)\,- -I--/-- I J � - o I o --v,,,,-,- s k; & Sartor, I Y. -,, c. 0 Civil Eng" Ch I ,,,,, �. P8A; - ,. I '. 5-, (.) k, Ineers , ; I � I 11 , - ,- ,, �- 1 .1 I 1, I '___1 I I K. , - -_ ! 0 " � I , I I I / I . I e --- . Prunus yedclensis - Yoshino Cherry '. , P I --,, ",-, I I , I _---� , 1� I ,� � I "I I . ,,",6 1 - I , � L_ - "I . ; "I" ,,, '__ , ,� ___� ( 1_� 0 H / / / __1 ______ __ __ , ", I I , . I . '_1 I "I / - I I " I "� �, 11, " ,� -41 , / I % -1 I �11 � I I - I / I I 11 �i� ( - I ��, / I,- �� I "I Y � �r I � "I I r11 I I � I 1, �, ' 11 11 K� � 1� I I 1\ * 1001 _11- / WEtt-AND PLANTING I I / I I - I I I I / � I - I �_/ / , -,/ I i 11 1 �7 - I 1_ / z � __'Nfc_� I - I 11� � I � \"\ I I 11 � -,IT i � , , -, / --- � �� I I I I I � I I , _ / � 1-1 � I L2 I - 7% ... �,� ,,, I j I - I "I-- J I I " - � / 1-1 _, / "t%,111"'i� .0� 0111�� ________,_,,_, "I Shrub � I I I I I � I I I ". ( � i \_1' ,� "I _�,,� I ,i I \-,_\--:�1;e:--) I ___ "" / � � I 1 " I I I I I , - Z:- / // I __� / elanchier spicata - Shadblow I I ,� 11 ''I . � � � I - 0 I '-- - _rp I , \) -- _____ --ii- / - I I . - � : --,,� , I I pl- /111 _%1,11",_111__� "I -�,�,_ ornus stolonifera - Red Osier Dogwood I 1.� I I PIN- I J 11 4,1 _� �� " 4 , I I � ) �_/ I \ \ /// i ,-�__,-/ il Ili �',_ I . I 1i I I , 11 I IT I - � 1, �, - I _____ I . ', ', / ;1 ---, ex glabra - Ink Berry � I I I ', 81`7'�Q-W f .I I ,� , f I I /I I I ""I,- . I I � 1. 11 � 1: 1. ) / P_ _ "I b 1, � - 0 / - 11111� 'I', 11/ I'llex verticillata - Winterberry . I I I I I I I / "I I I I 1 I - I I I �:�`,� ( � 11 / ( ,01 I I ft4�11kft /) nolia virginiana - Sweet Bay Magnolia I I I I 11: ) I � I / v� I � I I I I � / I � .� � I , � I I 11 , � . . / ' -ta - Carolina Rose I . I I : I I _1/ f I I I 11 I \ ! . Ro'sa � I / I I e I 1; I .1 11 W! 'i, I . I I j bhl V I ; �_____ � - 1 / Rosa nitida ose I I - � � / 1� 'IF I "" �. I I � I I .1 'j ,.. / : I � - : I I / i I / / ___...1__ - I / , , � - I � , � , I . i - I Salix dicolor - P - ", , , i I I" . I 1 Ift4 / / Willow, I" I �1\11 , - 't �__ I � I / 11 I I I qk% I I I j I / , \", . / I I i% � 11�, I / �___ I I i / I'� I // ighbush Blueberry / : I I I I I ''I ,� I I �11 - \1� 0, � , � - I - I // I I I ,, , . I \ S "', , / I � / " 'I--,- . , / Viburnum dentatum - rrow , � 11 4*`,�,-,. Vaccinium corymbos ,1,1111 / / , I i I" � ( ,/ / , 95 I'll \ I r_. r�. 1 4 I - I ___ � � 111� I i / / I I I I 1. � H .�, ,_,�/. / I 4R tz - I . I - � ", I I / __ I � P I ' I � ___ I _1-1 I a I I 1� I i I � , I I / I iI I ____", I . : / / , I � I , / - I r ,zl I 1 1_�' / I ,/ - I I I'll --- / I , . / I � � I , � 11, / / I I I I . j / 1. � , " pl� ) ,"'. �/�/ I/ I //"' � . 11 ,� I / I � . � I 11 1, Herbaceous Perewiials ____1 I, I I I .- ,,,, / I I ---t,_� � I � , f , 1-11 � / , . 11'1� � Acorus calamus - Sweet Flag 1_1___----_, I I I �� / 0 11 ,�; W I / \ I I . . I � � / / I I f - I, 11 I "� - I I / / I/ , ";,-�� Alisma plantago aquatica - Common Water Plantain % I I I I I I I / I if, _/ / \ � � ' I / A � I I __� �_� � / I � 3 / � I - 87 92 - �IASIN 11 I __� '___1 � / � Aster novae-angliae - New England Aster "I ,__� I - ' - � -, 1 -5-40 Af?, I � � I - I /11 I'll, I ___1, I I / - _ � . ,/ Astilbe species, "I I I i I _`,1- � 1 //� \ I I I - � 1_� ��_ I 1, ,4--, 1 11 / I ,/ / / " I" �,\ � -1 I 11/1 I _,"� '-I / i Ferns, many kinds I 1, - t a . I ", 1\ N %, I 1� ",� Ir � i . , _� ,e,__11, ) I I _� :i' , ", �"10� 11 c - . _ I � � / / \ k -1 � �� ) // I 11_� - 11� I - I � I ____ / � P� -1 / - " , __ � Hemerocallis'species - Daylilies I I—, � i, / 1, I k_.) \ I ( , \ .", I" / A Iris ensata - Japanese Iris . -11 I � .. I , , I � � it _�, (� I _ I I I ,� I � -11 / I 'Nl\ 11 "I" - 11 ,-, I � �, � H ---,, 11 / : I - � ,�- / - 11,1111, / I 11 , _____\f Iris siberica - Siberian Iris �1,e I I I _ � , P . ,i � � � � i �' I 9 �__,,_ . " " N Iris pseudocorus I � I , _-1 ,.. / / / / / I I ( Y __'� � 0 / / I / �� 1 ,.,-- I �/, ),) 0 , Pontederia cordata - Pickerelweed ,� � - I / � a It L -- / '11; `_,� I � -1 , I 1 11 - � I - x I , r� __ 11 � 6, � , . - I,- 11 I 1, I I 11 0 1 � / / & ,,- I / R,iushes I : . - : / �, __z 9A /1, i �> , � I I � �, -- I _ � I ", ,�/�,, - N I Ij , I-, 1, I -Symplocarpus foefidus 'Skunk Cabba I � I 11 I ( I : 101 I � I I / 11_ 1- / . , ge , � I 0 � I I I / '-I',- I 11 ,- -, I/ 11 :1 TussockSedge I 11 I ,� � . I I - / . I I I I � - I `�`�,�� _ -1, �,� ", . I � i . 1, a IS 1 Y, / , , I '_-1, 1, __ " I I , I _Iil� I / I , , i I I � j 1__� 1__* .1 �1%t , Typ4a species - Cattails 1, �_____ --N,�..,, S_`� ___ \ �, I ,� � ,-, 1, 0 � � ------ - I'll .... / -,-_,.,, I , Viola species I 11, "I -1 I V, ___1111� 4 oil- ie 'I r_4__ v _1� -I-__ , "----,\ - . // _ ",--, 1, - I ��j , - �i I � 0 ( _� ""� I _11%_ "a 19 0 f__, I I � - . I 1i 102 1 __ 1�k � I I 1_ I '. I , ___� I/, 1, I I 1�. 1�1�1 ,� 2 I I I - ____ Is. I / __�,� _",�� I / >-7----,, GOLF SAFETY, LINE PLANTIN � -' 11� " I I � � / " I I _,%%1_/ 'I', ,� ,� , �_-, � - - , ) U � I ____� - , _ I I � � 11� - \ I "I " I" I , ,.� . .", 29- 1 If "', �� / Al _,___"��_,,_ / �__ Shrubs I I � I �11 I "I , . � .1 ) / ,54 1 'I', I // i � 4 I- - ' , I I I ) � , 4��,, - 11 I // � 0 ill Cornusalba'Argenteo Margin a' - Vapiegated',- Red Twigged Dogwoo!j, .. "�, . / '.1-I, I I _�"N�l ---A- __��_ I I I -, ,. 11 i I , , I I 11 __�', 1, - __ 44t / 1� � I r / ! , -, .Cornug alba'Siberica'- Red T gged Dogwood I I - - I _ it I I I I I " 11 1/1 a 1-- - Cornus sericea'Flaviramea'�Nellow'Ti�igged � Dogwood I - / tuo / I 11 / -1 4, � N 1-11, I `_",\ "I f . I i e__� tI_." I I I ,� il � / � ___ ,_ "I Elaeagnus umbellatus - Au�dm Olive I il I I I _r�� I � / I � I �± Ik - // . . �1 j",-, � __ I 1. 725 1 ; I I � / . , I - I ____1 �, 11 I/ 1,ii, � / /110" -_ _1� � ,1Jcx verticillata - Winterberry ,-' - 11 I /1� , ', / . - I _ , , I � I � - 11 i ,I I ,/ . Id / . _Lf", I I "I I I /,I,,- _' i- " : �' I I � � I �, 11 Rosa-hugonis -Father H oRosel , / I I h, I 11�1/ / I � 0 11 I ,--i4 I � "I -- 1� 11 � - 11, - ?I, 1, 'I � I I 11 �- � ,,- 0 � Rosa rugosa ,-Rugosa Ro 11, 11 � -- I 11 1, I k \ --*ft �, 10 I 1 26 .--, // I � I 11 I / / 'I" , � Viburnum plic-aturn' riesii'. Mariesi Viburnum I _�_ I 1�___ f -A-- ',�,, �, "'A , - " I � , , ,,, X I I � 1, / I , 11 I I ,� � ,� 0 , 'O ", " 1. I - ' igel a I IN" - �0 I � I � / / I / ,_ I I - -� 1- --- _, I I " "', . , I C, 11�1 T4 1 : _,,,�, "" \ ,__,�", / ,1:11,__V!�,:,,�4", __'�. 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CONFERENCE CENTER ARCHITECTS 500 ALEXANDER PARK CN 23 PRINCETON, NEW JERSEY 08543-0023 a 1 1 sk] BEKKUsGRoup ARCHITLCTS WATERFRONT CENTER 1010 WISCONSIN AVE., N.W. SUITE 650 WASHINGTON, D. C. 20007 MANAGEMENT! 0 E S I G N; A S S 0 C I A T E S %4 17823 THEISS MAIL ROUTE SPRING, TEXAS 77379 713=376m8282 IRMO Steve Clark & Associates, Inc. Urban Foresters BUILDING "B" SUITE #2 01 BRENTWOOD, TENNESSE10 37027 LANDSCAPE DESIGNERS DEBORAH NEVINS I AND'�( APF & GARDFN CIVIL ENGINEERS / WETLANDS CONSULTANT 60. 9 gg 1* -m -A 0 - - A 67A MOUNTAIN BLVD. EXT. P. 0. BOX 4039 WARREN, NEW JERSEY 07060 N DESCRIPTION I I a I 0 0, �.o 00 kv V 4\ E EN 38 /2510 S� AZZ '00 24 14, 31-1 AV 96. G�Ee 0 324 9 GOMF�)RT 8i 1AF1QN 77 7eoo 17 A -7� 1k, - "Jo. - W -A 0! A r fz Z, w- F- ;Wpk 0 Sil 1757' ZE4 i"aw" Aw- 5-04 VI - 14W12 Nm Z, &I FF VO -1i ON, MR "I" 19, gagg IN AV Pat 44 will, R -M, SO mfe, IVA" IOWA TD 320 ;;L7- �306 6 00"rt. .9.67 100 0 100 200 I" =100, DATE PAULUS 5-31-90 Berkus Group Architects o Residential Architects and Planners SOKOLOWSKJ SCALE ARROWWOOD an d SARTOR The Hillier Group 0 Conference Center Architects and Planners CAROL MANA(03EMENT k0F;"AORPm CONSULTING ENGINEERS DRAWN von Hagge Design Associates * Golf Course Archite I cts VILLAGE OF RYE BROOK WESTCHESTER CTY.3NwYw 67A MOUNTAIN BOULEVARD EX TENSION JOB NO. P.O. BOX 4039 Deborah Nevins Associates * Landscape Designers WARREN, NEW JERSEY 07060 0011r-399 Steve Clark & Associates * Urban Foresters KEY PLAN PHILIP A. FALCONE P.E. SHEET NO. N.Y. LIC,,No. 056546 Pau*lus, Sokolowski & Sartor, Inc. 0 Civil Engineers 9 1 C1 AIL_ CONFERENCE CENTER BUILDING AREA TABULATION RESIDENTIAL BUILDING AREA TABULATION SITE AREA TABULATION Land in Connecticut 6.888 Acres BUILDINGS/STRUCTURES MAXIMUM BUILDING AREAS (SF) Number of Number of Parking Parking** Land in New York State Townhomes Bedrooms S.F. Units Total S.F. Required Provided • Existing Building to Remain 300sOOO Town of Harrison .45 + Acres - Conference Center 204 Unit 3 2550 24 61200 Garage: 92 Village of Ryebrook 106,424: + Acres 205 Unit 3 3132 22 68904 Proprietary 106.874 Acres • Existing Buildings to be Removed Total 46 T301-04 3/du.- 138 Visitor: 92* Golf Club House 31500 Common Existing Maint. Buildings 12sOOO 138 Visitor: 15 Total Area of Site 113.762 Acres 199 • Proposed Additions Development in Village of Ryebrook - Fitness Center 24s150 - Fitness Center Connection 21,850 Condominiums Conference Center 32.60 + Acres Residential 30.02 Acres Subtotal 327sOOO 15,500 311,500 101 2 1490 32 47680 2.5/du: 80 Golf Course 43.80 Acres lower end unit • Proposed Accessory Structures 102 3 1850 32 59200 3/du: 96 upper end unit Garage: 96 106.42 Acres - Golf Clubhouse & Cart Storage 121,500 103 2 1224 16 19584 2.5/du: 40 Proprietary - Golf Maintenance Building 91,500 lower interior unit i Visitor: 64* Development in Co.nnecticut - New Tennis "Bubble" 13,600 104 2 1354 16 21664 2.5/du: 40 Common -,Ntw Tennis Court 7s2OO upper interior unit 96 148128 256 Visitor: 96 Golf Course 6.888 Acres - Bleachers 1,140 256 -Golf Course Comfort Station 500 - Golf Starters' Shed 100 tandem (driveway) Subtotal 383,600 91 x 181 spaces Existing Accessory Structures to remain - Existing Tennis "Bubble" (2 Courts) 14,400 - Parking Security Shelter 75 Subtotal 149475 GRAND TOTAL (Conference Center & Accessory Structures) 364,575 Reduction from DEIS Submission 805690 GOLF COURSE PARKING TABULATION HOLE LENGTH IN YARDS* PAR A. Existing Conference Center Parking 1 350 4 Paved 450 Unpaved 50 2 191 3 Spaces lost to construction - 50 3 386 4 450 spaces 450 Spaces 4 136 3 New Parking 5 503 5 Recreation 95 Spaces 95Spaces 6 323 4 Total Conference Center Parking 545 Spaces 7 163 3 Be Residential Parking 8 400 4 Townhomes 199 Spaces 9 333 4 Condominiums 256 Spaces Total 2,775 Yards PAR 34 Total Arrowwood Development Parking Provided 1,000 Spaces *Distances shown in yards from regular tees. REvisibNS NO. DATE DESCRIPTION PAULUS DATE 5-31-9-0 Berkus Group Architects *Residential Architects and Planners AF�iR 0-WWOOmm"' L) SOKOLOWSKJ SCALE V W and SARTOR NO SCALE The Hillier Group 0 Conference Center Architects and Planners CAROL MANAGEMENT CORP.S. CONSULTING ENGINEERS DRAWN ........... 777 von Hagge Design Associates 9 Golf Course Architects VILLAGE OF RYE r BROOK WESTCHESTER CTY.,N.Y.' 67A MOUNTAIN BOULEVARD EXTENSION RO� BOX 4039 JOB NO. Deborah Nevins Associates * Landscape Designers WARREN, NEW JERSEY 07060 001-399 Steve Clark & Associates e Urban Foresters DEVELOPMENT TABULATION PLAN PHILIP A. FALCONE P.E. Civil Engineers Paulus, Sokolowski & Sartor, Inc. e 1 NY LIC. 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Berkus Group Architects e Residential Architects and Planners SOKOLOWSKJ SCALE ARR�O W.. Www 0 0 D and SARTOR The Hillier Group *Conference Center, Architects, and Planners & CONSULTING ENGI I NEERS DRAW CAROL MANAGEMENT CORpra- N on Hagge Design Associates Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y. 67A MOUNTAIN BOULEVARD EXTENSION JOB ROF RO. BOX 4039 Deborah Nevins Associates Landscape Designers WARREN, N R EW JE SEY 07060 Steve Clark & Associates Urban Foresters PHJ�IRA,�-TALQP�!E R.E. DEVELOPWNT'RAN, sREET NO. N Y. Ll NO 56548' Paulus, Sokolowski & Sartor, Inc. Civil Engineers. '"'TION -THREE, Oslo 10 1 111, 11,11111 IN A wW*.m �4"k 4, t -1 C11"I'lZ AN ,0�1'1 11 As - I 1,�, 1, - " --- , I '_,,-",� / , �', 1� "1_1,,_ 1� I . 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I The Hillier Group *Conference Center Architects and Planners e I I 10% ^npa i 11 CONSULTING ENGINEERS ' DRAWN I I I I � � , &;AROL. MANAGEMENT C%jr_1 I II I r0_____ � � I I � I I von Hagge Design Associates * Golf Course Architects I : I I I I I - "VILLAGE OF RYE: BROOK WESTCHESTER CTY.,N.Y. 67A MOUNTAIN BOULEVARD EXTENSION , , I, - i � I - I I � P.O. BOX 4039 Joe Z. ! I - - Deborah Nevins Associates * Landscape Designers I - I WARREN, NEW JERSEY 07060 1 � � I 1 - � , � I . I I � � , I I . � , -, � I I � obt�34# -, - I I ' � 11 � I . I - -, I 11 11 I I � I I � I I I I i . Steve Clark & Associates * Urban Foresters I � � - I I I _1 11 I I I, I 11 0EVELOPMENT I F"_ N I - . I I PHILIPA.FALCONEP.E. � i ,� � � � I 11 11 I - � � I I I I SREE! NO.' I I 1 F4 )y I , " , I I I � I 11 � I I 11 I Ll ' 058548 V." " 1. I C. � NO� I -� - I , I i 9 1 . 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I - I I I I I I I 11 I I , ''I ' I � I ". I __ N I I I I I � ' - 11 z I , I , I - I � � I" I I ,�� I: I - I � ", "I Rerk u s Group Architects * Residential Architects and Planners I . I � 1. , . . SOKOLOWSM FOALE! I 11 : " � I I I � I I ��, I . � 1, - - '' - I I . I 1 5 �� " , I � - . I I I I __ �, 3� I I � . � I I .1 I I I I 11 I I I I I 11 I 1, a � _0 I , , I -� I -, I -11 I I 11'� A I � r*,S, 'I, , , I I I _: I � , � � "I �_ " nd SARTOR � - I "I I I � , I I,-,. I � e I - I , I -A ' I I � ", I 11 1'1�111177777 �11'1, I "I 11-1 11 I I I - 1, I -1 I I I I I I I I 11 , I 11 11. I �- � " -1 I 11 ,,, I T e Hillier Group * Conference Center Archite-cts and Planners I I I � � - CONSULTING ENGINEERS c I AW -, "I - "I I" " � . , � I . � I I I I � � I � I I 11 I'� 11 ,, � 1, I DR I . I I I I I I ,N 7 I ''I 11� �"11:�,�' I I .11" I . 11 (OWl"I'AOL MANAGEMENT (DORP., I , I'll I 11 1� 11 I � I'll . I "I I � � 1, - 1� I � - I 11 �, I / I I � - I . 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I I 1, I , I I I - I I I I I I " � 11 I �" � � � - , 1 �w ': 11 _ , �, I I , ,1 I I I - I , -1 � I I , I I I I- � I � I I I 11�� I � 1 11 I I I - , I I , , � " , , - I I I I I I I I � 1� It I � , I � � I ,:� , ��' ; ,` 11 � I I I I I I " I � : , A I I I I I , -11 I � I ,_ 11 � I 11 .11 1.11 I 1, I . ,' I � I I I I I � � I I I I - I I I I 1, I � , I I I I I I I I �� I , I I I I 1, I I I I I I I 11 � 1 1 1 1 1 1 1 1 � � I I . I �, I I � :, 11 - - I I e, �,." .____ � I I I . � I I : � I I . 11 I I I I I - I I - I I I � � I I , I . I I I I I , I �� I I I I I I � I I � � I I I I I I I � I I J I I I . I I . I I I I - 1. 1. �11 I I I I IN 50 REVISIONS NO. �1,' TE DESCRIPTION Berkus Group Architects *Residential Architects and Planners The Hillier Group *Conference Center Architects and Planners von Hagge Design Associates Golf Course Architects Deborah Nevins Associates e Landscape Designers Steve Clark & Associates. Urban Foresters Pau'lus, Sokolowski & Sartor, Inc. e Civil Engineers 4 4-13 34 "'Af, e- q'� v, 7!x. 21' 5 4 Nll_� q GOLP____ CA RT/PATH U 0� P D W/ y� f "Al/ 77, 17 4, 00007 e�_ Aw '4 (P 9 5 /W Id' A U"O'd, ell X, -7, X, -AD EXISTING POND 15 WT kc�' Q) J, 4" 4k V 10 f "W - ITY Z - 7 AA pr _Z'00, V'i rid 51 jt)' V J Af Z' 1-41a 4, V�6 6/1 "h/ WV % *_7 1'j V ' V I XJ h, S GOLF CAV- CAI 40 Ay- 'ARr PATH EMERGENCY AC S", DRIV E I GOLF C L0 IV` R'j e4 A 'w' le, I J f f -:'k E XIST'ING. C ONFERENCE C EN TiR *00mm, 11A'T'C,'H" TO S H'Ei E 1- MATCHUNE A—A am. kiikA MATC4k*E I C T 0 531 H E E -T 1 t % 0- 61 'A A ov 41 5"?A, A _j� A, EMSTING CONFERENCE C6NTER ? -11K & k Al 44 II. ,t� "'� +4 J AI` j k STORM DRAINAGE SCHEDULE GOLF CART F*tH/ �7 -z` 9 . . . . . . . . . . . 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III , , I C U 3!78 If 4� A 414 J y 2 -5 fa 2 % IA Arl 4 4 t Y' '14 k, N, rl 1�� a4 % X_ EMEROENCY AeC V DR 2,6, 61" —A, 05111 S A-1 N , , V, K "i"Z _71 - - - --- --------------- k x�V _C.%- j" 0 z: H j e "a 7 Y j ___77 0 W 7 7"'2,77�, "s- .21= --w g 249,2 71i, U jg ----- — ev 7- 0"t % X 7, ----- ----- 9 i7, ei_ ------ Z-1 2- R, ff if, 71 14 7 &7R� - ----- Z� Iwgp b, 4 "41 a jgg fl, Z f '?4 A 41, L/ - ---------- lod,-- M 50 0 50 -t- ?jz� 411 _n K- P 06 % x 7 '15- 51 50' 9 7 2- 31, 2,9 N, Z < m I, I, DATE REVISIONS 71 No. DATE DESCRIPTION SOKOLOWS10 E 1, Berkus Group Architects Residential Architects and Planners ARROWWOOD and SARTOR CONSULTING ENGINEERS The Hillier Group 0 Conference Center Architects and Planners m 0 LMA KIAG. DRAWN r.MENT CORPR w von 'Hagge Design Associates Golf Course Architects V12"I AS GmE OF RYE BROO' K AESTCHESTER CTY.,N.Y. 67A MOUNTAIN BOLILEVARD EXTENSION JOB RO, P,O. BOX 4 WARREN NEW JERSEY 07060 Deborah Nevins Associates Landscape Designers Steve,Clark & Associates Urban Foresters PHILIRIA. FALC0NEP,E,,-' '$REET NO GRADING '&DRAINAGE PL X Noi� 5 Paulus, Sokolowski & Sartor, Inc. 0 Civil Fngine-ers, TION, T�W,,;-E SEC .1111, In No, � � - I . - . I I � I I . I � ^" � I I I , I I ,1- � I . , I / -, . , ,.,� I ...... I I ____ ,��_ I I I I " - - � / I'll, - 1XZ-:- � I �,, ,I� . -I,--, I ie ; �� 1�'�,'.�'�.i�i�`� I 1-1 I I ;� I I mw -4+-ms 'I-, / '_�, , ____ e,,,� , i� / ::::.. �`.-,-..i�111.".�`-.M .1 ; '_1 1 I 1� I: " \ " . ) 11 � " ,,, ,,�� 'z�,, -, , �_ , - . �' ,, :%::;� .,.�.�,'�',�� I / . / / , I / 1 w/ L�A : / N\ I I ____�, I t// � .,... I � � " � --,, I . f�, ..�,.� : / 11 / I __ � __ / I I I , / 11 I � I I � -11 ! . I .. " I -_ .1'. : � ", / "1___,, I I I 1 I - I... _1�1 : I \ ,� / \ N / I-, I_-,i-._.`�"" . 11 / - `..-��*�,.'�i'�._,�� : w, "'_ , � .1. � I 11 ._..�_111'i'l` ;1% � � / I ...."k,":........1. 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OX 4039 1 1 1 I'll I " .1 I , I I 1 4 - � I Re,borah -,Nevins Associates * Landscape ,T)esigners // '111� I---,,_ / I . , I I // - I "I", 11 � " �, I ARREWNEW JERSEYV060 I I I 11 _1111-1' , , I I �� '. I I I I 'I I I � 1�1, I/ I ,, / I I I 'I', I 11 I � , I :, ,� I I �. 1 -'I- - "I I � " � , -, . . I I 1( I I I I 11 I . I .1 I 1319-91"' �_ I I __I I � / I � ''.. / � I I I", - I ,�, I �0 , � I _ - 11 11 I _"��,,', I - : . -, I ''I I __ � - 11 - 11., / I _,,� .1111- .11 I'll � - - 1-111.11 I -e I --1-11- I // I I I I I I I I I , I �� .11 � StevelWark & Associates * Urban Foresters I / � __1 � / I I I , I � A% " � - , � �1� 1-1 _- I " I I . I I '_ I . I - I I � I - I'll. I � 1, � I I I �� I I I I I � de I I - ,- 11 / � I ___11 I IP A,.'FALCONE I - - I I / I I I I I - I .1 I I � 1, P.E. , I � � ,1-1 . 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I I - I wawww" I - I 11 I - , � 4�1%11�� , 'IF, I � � I 0011111, . , I 1�11'1�Zll, ,_� - "", -, I � I- - 117,117� � I I I NMI 111.1 I ,� -1 I -- 1, I I .1 I I 1 11 I I � I I I I I 'I, I , I I I I I I 11 I I I I I I I I ; I I iI I I I I I I � � I I I I I I I � I - I I I 11 I I 11 I I I I I � Z 0 2- 12 '�,' Z-10 m mm WN 41 F 1:i� ZJ-1, m PAULUS SCALE SOKOLOWSM and SARTOR AS SHOWN CONSULTI Nd ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION JOB NO. PiO. BOX 4039 WARREN, NEW JERSEY 07060 001-399 PHILIP A. FALCONE P.E. SHEET NO. C* C P1 t < -2 -7 ijo, 114- ef r-4 -777-77 .... ..... ....... 14- !!2 e,' REVISIONS NO. DATE DESCRIPTION Berkus Group Architects o Residential Architects and Planners 11L. -P ffi 'lot" R 0 W W A uo""' 0 D OFNI& A The Hillier Group 0 Conference Center Architects and Planners No CAROL MANAGEMEN"T CORP., von Hagge Design Associates o Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY.,NY, Deborah Nevins Associates o Landscape Designers Steve Clark & Associates o Urban Foresters *00-PAMNITARY SE W, ER PROFILES Paulus, Sokolowski & Sartor, Inc. 0 Civil Engineers PAULUS SCALE SOKOLOWSM and SARTOR AS SHOWN CONSULTI Nd ENGINEERS 67A MOUNTAIN BOULEVARD EXTENSION JOB NO. PiO. BOX 4039 WARREN, NEW JERSEY 07060 001-399 PHILIP A. FALCONE P.E. SHEET NO. C* C oil R EvisibNS NO. I DATE I DESCRIPTION + 4�� cp zi '�P '7, zo-fot�7� %'Ci t Berkus Group Architects * Residential Architects and Planners The Hillier Group 0 Conference Center Architects and Planners von Hagge Design Associates 9 Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates Urban Foresters Paulus, Sokolowski & Sartor, Inc. 0 Civil Engineers 4 - ARROXWAWI W.. OOD CAROL MAMAWGAZEMENT CORPS'' VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y,, m + +0 -q-t + 2w 2��&9 WE PAULUS SOKOLOWS 0 and SARTOR CONSULTING ENGINEER 67A MOUNTAIN BOULEVARD EXTENSION P�O- BOX 4039 WARREN, NEW JERSEY 07060 PHILO A.'�FALC ONE P.E. N.Y. NO 4'L C 8 Data 5-31-90 SCALE AS SHOWN JOB -��o '-� J"!7 910 9E FMA m im m mm �3 E5 IME m UPS 1 4- 4;tO I �-00 -6+00 4+00 �rv+4x� 11+0a e 4-00- 9 -+CO va�7 T- Rup m m HE MINE L 01 Ve�iZ T �11 00P -L 14OC2 1 _fZ90 �') 4 -+co on -;�)10 1�50� ?4V 141� 1901 ��5 209 2.1 �5 2770 00�4 IArvo N1 a4- e N T I ��*) 9) 1 r7 bATE 5-31-90 - NO. DATE DESCRIPT`ION SCAI E AS SHOWN DRAWN JOB NO. 001-399 SHEET NO. Aoft IT + QL A --- - -------- -7— oyu to 10 I ��*) 9) 1 r7 bATE 5-31-90 - NO. DATE DESCRIPT`ION Vvv�� 19 -1) - 90 '2!�p 0+4v fy 05, Veer 1(l:zw1Pa_1t_ vlj� 2.190 mm lleo lic:� 110 I 'L('o 2�4-00 k'OFILE 'E:' ME m im 2(40 �;55 V50 6? I I -�100 4 6r-., 4 4CZ2 r7 4 -CO IN -C\ 05<110 01+CzP 14-00 1�too -�4-0;1 4 +cc UPC 2 15r-.) M-0: 140 6 +tX> REVISIONS Berkus Group " W W'mo' 0 mom,& VLUS P4 Architects *Residential Architects and Planners S6iiiL0WSVJ The Hillier Group 0 Conference Center Architects and Planners 0 D and SARTOR CAROL MANAG&EIVIENT CORP. CONSULTING ENGINEERS von Hagge Design Associates * Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y. 67A MOUNTAIN BOULEVARD EXTENSION Deborah Nevins Associates * Landscape Designers � P.O. BOX 4039 WARREN, NEW JERSEY 07060 Steve Clark & Associates 9 Urban Foresters SANITARY SEWER PROFILES PHILIP A. FALCONE P.E. Paulus, Sokolowski & Sartor, Inc. 0 Civil Engineers NY L 11. NO. 056548 siolialule V Vale bATE 5-31-90 - NO. DATE DESCRIPT`ION SCAI E AS SHOWN DRAWN JOB NO. 001-399 SHEET NO. Aoft 17r. 04,0,'K,5, il`4 r,r6,. To OS �4" 4k;ril,4 1,60 w loa� w 1-14 -5;Tovjr:� LjNfy:>-Tr_AMz,::)Io&L C�WSL ITI OafT I E!> &'o SECTION Vic- I �1_ 4-- 4N PLAN VIEW WATERFALL DETAIL ou CD, I PT4 1`4C�CIH 0 ��T ILI (ACTLA S ow - I NV e4:2t-r INV. 21WIM NOTCJ4 PLAN VIEW (T-� P ICA L) = so(v - 00 -ro r Cr- OUT PA L L - G-r;ZUC,TJF-r- VJALL S077,r-)�O, Top oF- W.&L.4, F_ M, rz�vo -:T bt� 7 ELEVATION OUTLET STRUCTURE NoA �41, for 6V TF,&U, ff fla CAST- I N. 1PL.Acr- Cc>�C94-2M OUTFALL S7 1`44 r- T U F -S W IVT14 WnCH 10. 24 4, PLAN VIEW T40 F OF NW -L. t5o, C) eAe_+_ 4T- 7 ELEVATION OUTLET STRUCTURE N0.2 REVISIONS NO. DATE DESCRIPInON Berkus Group Architects Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates 0 Golf Course Architects Deborah Nevins Associates Landscape Designers 'Steve Clark & Associates Urban Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers Al m -TC) p�ewe Cob. -� OF T,4- CF� ec�440r'(C, Pl-r/-p coc- oil IN r -r- lc`6�1 - -L-1- Nk -, , T_ n A 11 fpr E -E INLET DETA I ti, I I t lo�,� _ r" ( A-0 � 1.� I i -2 > DIMENSIONS D oil A B C E H 121' 30* 1 1 -3" AL01H I NOM LAtxM It -5" 51-4" 5'-0" IV, 1 1 -4" 3' - 6t I 1 -9" 6`2" 51-4" A c�tAL Ca,,T OP P-6" 3- -9" 2 1 -2-4 17'-4-t TAV_ 24"1 1 I -y. 5 1 - 0" Z I - 10" 9 1 -2' 1 6`3" 30' 4 61, P -O" 6'-3't 6t-3" 16-6" 61-10' 36" 2"-3" 71-6" 7 -61# 19'-6" 7'4" 2" 61. 8 1 _r 8 2 2 0 4"t 8 -2" 48" 1-91, CIO 11 a _y 01A�� 'C cow,, W -A IN r -r- lc`6�1 - -L-1- Nk -, , T_ n A 11 fpr E -E INLET DETA I ti, I I t lo�,� _ r" ( A-0 � 1.� I i -2 > DIMENSIONS D oil A B C E H 121' 30* 1 1 -3" 2 4 -6tt It -5" 51-4" 5'-0" 15" 1 1 -4" 3' - 6t I 1 -9" 6`2" 51-4" 18,4 P-6" 3- -9" 2 1 -2-4 17'-4-t 51-8" 24"1 1 I -y. 5 1 - 0" Z I - 10" 9 1 -2' 1 6`3" 30' 4 61, P -O" 6'-3't 6t-3" 16-6" 61-10' 36" 2"-3" 71-6" 7 -61# 19'-6" 7'4" 2" 61. 8 1 _r 8 2 2 0 4"t 8 -2" 48" 1-91, -6, . 11 a _y PLCJkJ VIL\lz 4 �8101 T 13 LU)L IV ow V,V0C4yLL 76,mtz F -T lu 012.crtotj OF F"V "40 1 ra C.1 MCU ALLWnWl F rit-C."t? or=u A� F A T'. 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SHEET NO. ;0 MY Ur- NO. 55-8546 0114tuse IV Oslo MONSOON" vwl-1 I LQV -r- I f E.L Px*0N I - POM Z-- "IU011 IvLot� 10 1;01� rzk-7 U� TY PICA L STRE ETL I L"i HT DE"01A I L 9: C ree �wlmullli cof4ag�a:m '51rsut-LK (7yrC4L 014e SIM) 67M.,,.....Wjj ........ jjQ 1�vMrTi,4 4-fl4A�J TYPICAL EMERGENCY ACCESS DRIVE DETAIL TYPICAL ROADWAY SEC REVISIONS NO. DATE DESCR4PTION Berkus Group Architects e Residential Architects and Planners The Hillier Group 0 Conference Center Architects and Planners von Hagge Design Associates * Golf Course Architects Deborah Nevins Associates Landscape Designers -Steve Clark & Associates Urban Foresters Paulus, Sokolowski & Sartor, Inc. e Civil Engineers TYP. WALKWAY DETAIL 'V DEPRESSED CURB & SIDEWALK DET, V151w 1141 MON.OSLAB GRID DETAIL V I 1:1�-- w P 1:S- V I r::: w TION -RESIDENTIAL DEVELOPMENT A owxmo RR Tw OD CAROL MANAGEMENT CORP8. VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y.' SITE,, CONSTRUCTION DETAILS E PAVEMENT T fzV r- m P- HT MTA I L HFY-2H 2 r ;;wm J� CONTRACTION JOINT DETAIL & I-ge'trm To Comcpmir- -AnF-v4Ly- '�4w ea'-P�'-e rm 6046Er-� PEf-M 4 --Tj2r-K4T", t�� '&W t�XrAw--'OH C"' -F I2t&(A?P-V r'�)f C'O�Cgm- P��S�y f�&Vr-HtKr my EXPANSION JOINT DETAIL w -t"4LP-: ' WtWr-L-2 WIVX- Mr--4vH Iry A TYPICAL CONCRETE SIDEWALK �D TA 12" AT 10'-0" 0-c- 4NO C0r*STt2LYT10ti AT 55'-0" 0,C-., I" Q.�Nvl UED 7 L 5�4,iNL� 1:5E C-L4-1Cw"r,3" EEjQU',S'L To -'15� t�2?'5:z. 1, ULTiriATE ETI2ZNGT" 47 71-4m ENt,;) C)F- 2e> T Y P 1(0 ';"A, L CONCe (w;"U R B I N G NOT TO --'CAL-m PAULUS 5-31- SOKOLOWSM and SARTOR AS SHOWN CONSULTING ENGINEERS DRAWN 67A MOUNTAIN BOULEVARD EXTENSION JOB NO. P.O. BOX 4039 WARREN, NEW JERSEY 07060 001-399 .PHILIP A.FALCONE P.E. SHEETNO. L1 56548 4,; REVISIONS NO. DATE DESCRIPTION Berkus Group Architects *Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates e Golf Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & A-ssociates e Urban Foresters 'Paulus, Sokolowski & Sartor, Inc. e 'Civil Engineers F -,- � 7- ,ARROW W.. 0O.D C A .0 OL MANAGO"'EMENT CORPS VILLAGE 'OF R BROOK WEVICHESTER CTY.oN.Y.' A" k Coft 111m AL *ITE vNSTRUCTION DPAILS m TYPICAL WATER' SERVICE HOUSE a"NE"TION DETAIL CON k; 140EC NOZ7-L-F—s r_#,x_- Two 2�' TO f5F* THt2E-F \,,/'Tw NATION41- sT4NpAt2p V,/4,Y, C-4,ST lac>N f��aoNz_F_ T"QF_At2S, ---- ----- CoMrQlm_-esloN Tyt-ff \-/ITw 44" vALvf= EXT17121012- (-)F=' PYPQ,&NT Ar;,>OVF= L _51-44,.LL r -3r- "0" 12ING TYI,�If= G12OUNt2 TO �2ECJMVEL Tw4VF1Nl_1jL4 CC5LO2 01= -PNG t-4UT ---A4ALL_ or- r-;,AiNT CONFOt2M TO M,-1'-Tl0N4\L p1r2mc-Tap ey 041ZIDI N Erm Q. TQ MXIE-TING 012 F=INI�Z)W r�!`m e-IINFETY F=L,6kt4C7r- ANt;f -e-,TeM GATe- To 6M A:FzPk4L7um W/ Mm"� -JOINT CC44xTW (4LL \wATMz PAE:,S4r_EA,/4y_G) � P)(TFQjC)p ttr_L0\,/ rW-OUNP TO I!PF- b,SF-14ALTUM CQ6q_Et'2 —C)"N WOLM-2, MLL!,T 1�!,M To _t!i_T_ff:_ -4NT CONf�'_012_M 70 LATPST 4\,/WA A,,Nt2 5E UL OZ FM APPROveo. TY" P" I (";" A L F I R'h E H`Tj r 21. w)RhA N T 8x AUXILIARY '""'ATE IVAI VE DE8010 A I L WSW w C A �-42 a I:X. "will. Lc S--CTION C -C 1: :ull FIEL3 PLAN ELEVATION PLAN Z:11(:1TlCx: VERTiCAL DOWNWAP0 SENDS ,Illy :V1 I:I!N:T PLU' V0 !L2.t XT S---CT!0?4 -A A' src-ION 3-3 —2 1 Ln z :1111 T2 T E E S H, 101 R! Z. 61 V E7 R PLUGS UPV,'A,RO Q_EN�CnS P I f 1A I VT 2--1 7 I X XU -' T $LOCI: FIX SEX. -i i $01KAPLOWSM LE 411nd SARTOA �s _tj OAR DRAWN TEE: f lit of I If lr.,101 _�n PHILIP A. FALCONE P.E. if IT -11. �1- I 't-2. SHEET NO. C161 If tl -5. If-,- I is lo' -70 1 of I of.? 1.1 1 t .0,4 if �7: �Ii W�F �_ 737 01-40 101-V4 i of.V , 1 of -64 offofl; 11-1,1 45* lul: RIX C.T.IC1:1 1. C y _iN \j J 7. T : 7.s C. T, Q31 U T. C: 04 1 -7 CN� Til V &z FiLL F -,- � 7- ,ARROW W.. 0O.D C A .0 OL MANAGO"'EMENT CORPS VILLAGE 'OF R BROOK WEVICHESTER CTY.oN.Y.' A" k Coft 111m AL *ITE vNSTRUCTION DPAILS m TYPICAL WATER' SERVICE HOUSE a"NE"TION DETAIL CON k; 140EC NOZ7-L-F—s r_#,x_- Two 2�' TO f5F* THt2E-F \,,/'Tw NATION41- sT4NpAt2p V,/4,Y, C-4,ST lac>N f��aoNz_F_ T"QF_At2S, ---- ----- CoMrQlm_-esloN Tyt-ff \-/ITw 44" vALvf= EXT17121012- (-)F=' PYPQ,&NT Ar;,>OVF= L _51-44,.LL r -3r- "0" 12ING TYI,�If= G12OUNt2 TO �2ECJMVEL Tw4VF1Nl_1jL4 CC5LO2 01= -PNG t-4UT ---A4ALL_ or- r-;,AiNT CONFOt2M TO M,-1'-Tl0N4\L p1r2mc-Tap ey 041ZIDI N Erm Q. TQ MXIE-TING 012 F=INI�Z)W r�!`m e-IINFETY F=L,6kt4C7r- ANt;f -e-,TeM GATe- To 6M A:FzPk4L7um W/ Mm"� -JOINT CC44xTW (4LL \wATMz PAE:,S4r_EA,/4y_G) � P)(TFQjC)p ttr_L0\,/ rW-OUNP TO I!PF- b,SF-14ALTUM CQ6q_Et'2 —C)"N WOLM-2, MLL!,T 1�!,M To _t!i_T_ff:_ -4NT CONf�'_012_M 70 LATPST 4\,/WA A,,Nt2 5E UL OZ FM APPROveo. TY" P" I (";" A L F I R'h E H`Tj r 21. w)RhA N T 8x AUXILIARY '""'ATE IVAI VE DE8010 A I L WSW w C A �-42 a I:X. "will. Lc S--CTION C -C 1: :ull FIEL3 PLAN ELEVATION PLAN Z:11(:1TlCx: VERTiCAL DOWNWAP0 SENDS ,Illy :V1 I:I!N:T PLU' V0 !L2.t XT S---CT!0?4 -A A' src-ION 3-3 —2 1 Ln z :1111 T2 T E E S H, 101 R! Z. 61 V E7 R PLUGS UPV,'A,RO Q_EN�CnS P I f 1A I VT 2--1 7 1 9 ';"',ILE III ^ C: "j'RI Uxol I I X XU -' T $LOCI: FIX SEX. -i i $01KAPLOWSM LE 411nd SARTOA AS OWN _tj OAR DRAWN TEE: f lit of I If lr.,101 _�n PHILIP A. FALCONE P.E. if IT -11. �1- I 't-2. SHEET NO. C161 If tl -5. If-,- I is lo' -70 1 of I of.? 1.1 1 t .0,4 if ?f -o" 01-40 101-V4 i of.V 1 of -64 offofl; 11-1,1 45* lul: RIX C.T.IC1:1 1. C y Z, - y. IEX:s xjx. C. -mc.. C.Tj lAnxon.'r 1*3 C.T. I. C' OT 7. T : 7.s C. T, x1mr. c3mc.. C.Y. *..T T. C: 04 1 1 9 ';"',ILE III ^ C: "j'RI Uxol I sia TF $01KAPLOWSM LE 411nd SARTOA AS OWN _tj OAR DRAWN I fs lit f lit WARREN, NEW JERSEY 07060 PHILIP A. FALCONE P.E. IND NUTS ON PLUGS SFILL AccrSSIBL: AFT -.R THRUST BLCCX It. ?0UR-E0. Tx11.1:1 :L:.-.: :[.111xr: T!x l!:0. PEI .11. Ix. %:1 pit::zIt Z Z-.: L1. PEI :.. FT. Soll. Cm. C:X:. 1x:x1.x1:t 111712VT Lx: X: CX1.10f: WEI c1m.1111cs. —THm*"'*UST BLOCK DETAILS" PAULUS $01KAPLOWSM LE 411nd SARTOA AS OWN CONSULTING ENGINEERS DRAWN 67A MOUNTAIN BOULEVARD EXTENSION JOB NO. P.O., BOX 4039 WARREN, NEW JERSEY 07060 PHILIP A. FALCONE P.E. NY. LIC NO. 056548 SHEET NO. C161 "I a A , I I 11 I _zl 1, , ," - - I ,"""".,",O��, � , I 1, � * � � I . 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