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HomeMy WebLinkAboutPlans�`l;fNrutttp� �,l;MUBIIitNii[l4� #t�ti atutwfu uuau� alwt� ��' /��j#�� (�1;;nmut{!t li:nfftf! itttutt2 Ilh p T i f1 1� ( �IIM, !lurrnpf! Runsutut � (�Ii, ,f111 �II. !ti#loin{ I�,'IfffltNflf�Iilt ,gip/!rr»uful!!`I �f1 ntfuutf fnnufi �f �ii ��� i. �lifitfli{If ilitft4*ter fUuffttef ��� V k ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND ,REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. aaalF .mom l if}llRilf#PIMi1!#11 1#Mt1li�1 it1111 a#It tll j liliiifreifuli � f!i! 1lfnuef� �ieultef{ .� i !r tttuatrtnitrt F!f!#tuiirtil titearitrt t!t►utto 111 yllftllr#l4gi + rfsttatnantttt go#utitttl/11 1 #ettntru illsu111#utltttt#u 110 t 11 euutt ll!llfi1f111 tufnuu/lrfu►ftuttuti item#ixmiss I�ilq t to#1fut#r#friof#rtiriiturfu 1tf#t#unnttitnint Ittt i #Iiltfiriiilfli! � i ( / i#!/tglottis ryll� Auunftf#1!1 it' i�l# Ifuaunt ti k -r'rUDSON — k—,%a PACIFIC .DESIGNS, INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING P.O. BOX 3749 I(INGSTON, NY 12402 (914) 339-6963 P (914) 339-7068 F hudpacny@aol.com DOLPH RO TFELD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 (914) 631-8500 Phone (914) 6J I — 5769 Fax CONTIt/CTt7NS' LPN$ & OWN M M 38 Loop Ro<;44 Westchester County Alrport$ — 6Mflte Ploln4 New York 10604 Phone: (914) 949-7702 Fox : (914) 949-7518 TOPOGRAPHIC INFORMA 770N SH0W HEREON WAS INTFRPOLA TED FROM AN ACTUAL FIELD SURVEY PERF0RMEo BY CONTRACTORS' LINE & GRADE S0U7H IN APPR0XIMA7F USGS DA7UM. DRAWING LIST COVER SHEET , DEMOLITION PLAN LAYOUT PLAN PLANTING PLAN DETAIL SHEET DETAIL SHEET DETAIL SHEET GRADING AND SEDIMENT EROSION CONTROL UTILITY PLAN IRRIGATION AND UNDERDRAIN DETAILS DETAILS ELECTRICAL DRAWINGS: PART SITE PLAN AND DETAILS DETAILS AND NOTES FIELD UNDERDRAIN SLIT DRAIN } L1 L L L4 L5 L6 C1 C2 C3 04 C5 ES-1 E-1 SD C PINE RIDGE - PARK VILLAGE OF RYE BROOK COUNTY OF WESTCHESTER S TA TE OF NEW PORK s SCMX . N` DATE tatzaWar BY JLF 10— 05 — 00 CHECKED .8Y REYISIOXS ISSUED FOR BID: 8-28-0.1 SRUT No: .--- CO VEI� f n , , f r , H D, f C1 FIC "— DSCAPE ARCHITECTURE / .E1dt RONMENTAL PLANNING y --- KINCSTCIN, NY 12402 — _ -- _. _ (845) 339-6963 P \\ \ Newl4sp salt �'ur ► �� - �! -� ` \ (845) 33s- 7068 hudp4cny@aol.com J 1,L,1'L .�t v .Gr �'NGINE'R zaa Wite Plainsi� Tarrytown, York 10591 (914) 631 ~-86 0 Phone (914) 531-5769 Fax —2 \\ \ _ �` ✓ %f ' —2 7 g �Ph'TRAC?LfRS' & SL'+UTH _ \ 38 Loop Rood, Westchester County Airport —214�-. Mite Pfoins, New York J0804 ✓ / ��\\\ �� \ ~� j l� / `� — Phone:, (914) 919-7702 fax ; (9'14) 949-7518 a r ` ~ INFORMATION SHOWN .2127 HERTOPOGRAPHICN WAS INTEPPOLA73 FROM ° FORMED FIELDSURVEY WCUTDETAIL7TPICAL PERFORMED 8Y CONRRECTORS' UNE i & GRADE SOUTH IN APPROXIMATE �- ~\ \ \ USGS DA TUM. Wcat -aysmy Asphaj t 2 0a P-MV-1`0 ,fie ..11?s ,'&C ?Ouis de M. Cu ` 1 I `� ' ` ° Sao j ► , i i ° 1 �? to e s`1 ht aria'' .'�e. i 1� seer�geerir�gl?raurxgs fQr �� r i -�' 1� o + -DC1r1Q.l17121r �hrs �Area, 7 1 ~ \ CN ,Remove &DzJ posegrass ✓ -- - A \ � 4 ~-, � � ; �- f !J i aad sab, ozade to a depth - I ot` ".in area of the t � Y �`� .� I �p�� �f wQQdld �►azl �.i�':i ' _ - .� J � .._ _ _ , � -->fji � � � 1 \ \ .Remote t�.Dlspose ✓ / l e17?ot'e G L�1SpQSegrasS ✓ ✓ ✓ ✓ 1, aadszzhp2de to a depth \ o r Mrter,�oa ltatll .BQlf, rds " ' - -' °6 - - - - - j \ \ \ - r \ \xlst woodland trail � r r \ of12 � area QfCoticret 2°��- f .. - --- � \ \ \ # �' _ } alxd CorrCrete ad _ _ _ > > \ �h , - \ \ \ \ j4spalt-9,6rlder bourse se .Remove &-Di,s ose-bz / .Remove aad.�' 9 Q- - _ _ e-ue'h zgasphalt paveme7t / I� Prot d J .Salvage e"-k&t7g 1 J e .?ree Protection \ ( StQ1Ie CLIrl1 -- �" _ _ #\ #� #` s.t •� 1 at. LL .-rues iT7?h11 JOI* \ j \ � \ � � stares: \ \ ^-., ....._ .._. \ Concrete ✓ s / / i ot`'Cotlet,�uctx'on 2yprCal I �- . \,tQf'FC,r1Ce o -_ ___ _ --- '--____ - os Fro»klrt. £mgo ,�% %/�' s ^207— r ,ttema�-ibf P/aque ` c�Remoi,'St ..[r 6..i -' ..--' ^ e \'+.., %`N�° :.. \ \ -�.y+•\ \ '� f'/onter Tl I c` ! "' \, i Pays-,,, .... ..-.- -.. _.... —^ — — ^'. --- _ E ay W'4 4 A1� (taS$7a/l O �� A ` flrap r tet 6aahsf Q A / rule c»an - _ Out=t93 l' (tip t z z' (rs) Pcttra .�17?lt O,14 7C O R v �. / auf=?oz r w t,�,� Fence V 7 w �^r F+ YE �r O �r }G 3 V tJN ldmg 4w ell YL{rP� all.G F7V a.[), COUNTY OF WESTCHESTER. --.xrsg ch fer7Ce, STATE of NEW YORK a�OH trees and blush to he SHEET TITLE # O 1' 1 } ! Ra frond T ^s, / ..L.✓.s1la7 C.L11 aaa hal t , - t f E Sa»d ,/' l' v l , removed and c2spQsed t OTenors Courts t i 1 to .re[<J.lilll (+4pprax c R Afarkir j l ..� 1"�'S" r 1 PTaground R e¢ - JungTe�� s wjr deVG'�Qpe1 `p17Q1" tQ T I...! (ffOvdchip Corerrd% / Pa/e _,,,.,.....-• '_"...' _---'-"' ""`�. � �$ 4` ✓' i 1 1 CODStt'aC11lJt1 .I. C.� / ! \ j i 1 © 1 1 ov Concrete 6Taek Wotr cn�,, fPLAN + 0 t V i ' crgdt .-21 t� — % % / ✓ GRAPHIC SCALE ram! 30 ( t` ~1 r j '�Y / _ \4— !! f ��✓ 30 15 11 OraP tntet j --21 1 — _...._.. — — � ✓ 0. i \ Concrete Tnv 27B.T # } R.%n•s2T0?" �asketdoN Courts j 7 c)V ""' V \ + i t 1 # /nv209 T ' (,bppror. Court ,(talk h9/J Q, t4 Chain Lvrk Farce -- r-rPim«21I.5' opt-.zos,�'(x) NORTH Rim l02' V � Te»n!s aurfs ca OH � UfYify -Ole to f - t t Roif Rood Tic a \ i\ Nrale, \ , Ya/ve NAME DATE �% ?03.1' (SJ 9 /� y •� # 4 + {{{ \ \ 13 „� # 6/eaehers 1 r � � /` %. --' r Tn 10•F,9` (FJ DRAWN BY � �' b 6 i 9"" tJi .N �. -ahaK f f 5 Quts204 : ' (Nj _ 1 r a' cHMXD BY l 1 1V07ff,• Co. a�a,ctor to layout REVISIONS 5 ON may lYaadmw 1. — ^21 �,. ,tlo»/rate s �, �m�?To r aff i, np ro ve, r-n e) 7ts tobe Issue Date: 6-39-01 210 Uhkfy /»=?O33' (Sj _ ' r7�edr the heldh Revision #e 8-15-01 ' . �� % # ! { ! �l t \j jr a10 ve Revision' #1: 8-06-01 ` # j f i - -' ✓ f� Jf - ' La,7dseape Al Ch �Mt t ll;2r t`o ,[� for Bid. y ,I✓ae'adam Curb ~ Rim�an/roIe Stowe ^F Issued $,cs �'-67✓ c� CV uhr<ryA91e �o ...- IVI .'; x. . ,'�� duf««+e�7?? (Wj V +�"" ---'" ' -^- :r llacadama.. Ce,,rd Water ..•.- t. • ' ,: e oo 1"C1. =-? -_.. Catch Yar%cs o� 9 MET NO. i S 7) sewer e _ 1?roovin File: PRBrtlee#15A OL 99 NOTE: 1. All Grading Taking Place Within Snowfence Area Is To Be Done. By Hand Or With Approved lachinery. 7 Damaged Roots Shall Be Cut y With A Pruning Saw And A With Damp Mulch To it Root Drying & Permanent )amage. Tree Canopy Outline Dripline 4' Height Snowfence Or other Approved Protective Fencing Various Depth Top Course Asphaltic Concrete, See Layout Plan. T W A P S C E E asPrYaLr�-narR erratex O.L. Full idth Fabric For sphalt Overlay aveprep High Density tress Relief -iterlayer For Large racks. xisting Pavement xisting Base Course Xisting Subgrade I i Exposed Aggregate Top Coat to be Integrated with Cement Add Mix to Create Light Brown Finish, Davis Colors — Flagstone Brown, or Approved Equal 1 1/2" Top Course Asphaltic Concrete — NYSDOT Type 6 1 1/2" Binder Course Asphaltic Concrete — NYSDOT Type 3 6" Granular Material Compacted Subgrade r, I N I I CdAr- f'? 1:0 A K)r, I 1/ 21, fop COW5� �6WIC CONCrIFTF, - Ny5pff TM 6 1 1 / 21, [31N[2�pl COX,5� A5PWIC CONCp"M - Ny5pof Tw� � 1 //—1/0// M W a "I 0 1.:1 ,1 1 � L_ Zo 6" 4000 PSI Concrete Steel Reinforcing as Required. 6" Compacted Gravel Compacted Subgrade 3/4" Chamfer at Top 3/8" Chamfer All Sides (Begin Chamfer 2" Down from Top) Typ. 6"xC Eastern White Cedar Post, Typ. Finished Grade W New Topsoil 1 1 4�__ Unditurbed Subsoil Embedded Portion of Post to 601 be Treated with "Cunapsol" or Approved Equal Compacted Gravel Backfill Zpj� OF MOZ Sign Above (by Village) 6"x6" Eastern White Cedar Post, Typ. Finished Grade New Topsoil ZO Unditurbed 381 Co. Subsoil )2 r 60 — 0 .1bb 14. Embedded Portion of Post to be Treated with "Cunapsol" or Approved Equal 61" O-L� Compacted Gravel Backfill J Direct Bury Installation 440 MEETS ADD REGULATIONS t 7- 20� 40" 4 Slamle-,s Steal Valve Box, Valve Y. 210 and Plugged Tee t for Drain Down A��ciRru Dow (not included) 4- 3 1 PVC Drain Concrete Footing 10" 1/2­Reinforced ylo r id --Tubing (Water Supply) Mote: Flush Supply tunes before Hooktip) UI Ird ♦ a AMF, FA N W WA ANNE -JAW-OPTAK Drowing File: Deto#A15August07AdW9 HUDSON DESIGNS, INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING P.O. BOX 3749 KINGSTON, NY 12402 (914) 339-6963 P (914) 339-7068 F hudpacny0aol.com DOLPH ROTFELD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 (914) 631-8600 Phone (914) 631-5769 Fax 38 Loop Rood, Westchester County Airport White Plains, New York 10604 F Phone. (914) 949-7702 Fox : (.914) 949-7518 TOPOGRAPHIC INFORMA RON SHOWN NERD ON WAS INIL A TED FROM AN ACTUAL FIELD SURVEY PERFORMED SY CONTRACTORS' LINE & GRADE SOUTH IN APPROXIMATE USGS DA TUM. PINE BID GE PARK VILLAGE OF RYE BROOK COUNTY OF WESTCHESTER STA TE OF NEW YORK NAME DATE DRAWN BY cb 6-19-01 CHECKED BY Issue Date: 6-19-01 Revision #1: 8-06-01 Revision #2: 8-15-01 Issued for Bid: L4 C�utfiefd fence 4-1,4 2" [50MM] OD 45.00* RAILS (TYP) 7'-1" [2159MM] PLAN SYM ABT CTR 7" 2" [50MM]'- 6 GA CHAIN LINK FABRIC (LOWER PANELS) -------- ---- W A 6'-0" TRUSS ROD TURNBUCKLE CHAIN LINK FABRIC 19 2" [50MM] OD ROOF MEMBERS 4" [102MM] OD POST CHAIN LINK FABRIC Z2"[50MMI OD RAILS (TYP" --� . ELEVATION SEC A Lj NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. FOOTING WIDTH TO BE (4)X POST WIDTH. MIN DEPTH TO BE 36" [914MM]. BASEBALL BACKSTOP ROUND POSTS Of 7 18 -011 TURNBUCKLE ADJUSTABLE CD TENSION BAR TRUSS ROD I 8''-0' MAX SPACING END & CORNER POST TOP OPTIONS TOP 8e BOTTOM — FABRIC OPTIONS rvD z FENCE SECTION ELEVATION ROUND END POSTS NOTES: 1. METRil O�MENSIONS API. NOMINAL EOUNALENT5 TO V S. DIMENSIONS 7 Fool, (, WIOTH TO BE 4)X POST WIDTI� 3. DOMENPOST TuP & KS)CKLE SELVAGE + TIONS TYP TYPICAL, 4' HIGH FENCE ROUND END POSTS, WITH TOP RAIL BOTTOM TENSION WIRE TURNBUCKLE ADJUSTABLE CD TENSION BAR TRUSS ROD 81-011 MAX SPACING NG END & CORNER' POST TOP OPTIONS TOP & BOTTOM FABRIC OPTIONS < z z -g, *f rQC4 RAIL TIE FENCE SECTION ELEVATION ROUND END POSTS NOTES, 1 METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2, FOOTING WIDTH TO BE (4)X POST WIDTH. 3 DOME POST TOP & KNUCKLE SELVAGE OPTIONS TYP, TYPICAL 8' HIGH FENCE ROUND END POSTS, WITH TOP & BOTTOM, RAIL & MIDDLE TENSION WIRE Line Section LINE POST LOOP CAP 1.66- [42.2MMI (1 5/8") OD TOP RAIL LINE POST (ROUND OR "C") TENSION WIRE LINE POST TIE MIN DEPTH ft 36" MM: 914 WIDTH IN: 12" MM: Line Section 'NF OOST LO(:,i� 1-AP 66" [4. ,:MM] OD -10P RAIL LINF "OST OR EN -----HOG RIN- �— IR - -- -------- LINE POST TIE 1,66" ^L42.21VIM'j J 51/8`) OD B0T`,-,M RAIL MIN DEPTH !N. MM 914 WIDTH IN: 12" MM: GATE PLAN 3'- 6' 12' LATC H POST SINGLE GATE ELEVATION SINGLE OR DOUBLE LEAF GATES NOM HEIGHT (H) UPRIGHT HT (U) FRAME HT (F) WITHOUT BARBED WIRE ACTUAL DIM ACTUAL DIM [86.4� - MM 3'-6" 4�[ 1 6-167777j- 71 1-8 1/2" [1 130MM] 1 4 -0" [1219MM] 3'- 10" 1 168MM' - j [1524MM] 4'-10" [1473MM] 4'-8 112" [14;� 6'-O`r-t�mm] 5'-10" [1778MM] 5'-8 1 11 1740MMI �--O" -T-1 [2134MM 6 1- 10" [2083MM] 1/2" [2045MM] 8'-0" [2438MM] 7'-8 1/2" [235OMM] 9'-0" [2743MM] 8'- 26 8'-8 !/2" [2654MM] 10,-0" F3048MM 9'-10" 2997MM] 112" [2959MM] 11'-O,��mm] 1 10,-10" 13302MMI 10'-8 -77S"�F,3264MM [3658MM] 1 1 1'- 10" [3607MM' 1 1'-8 1/2" SINGLE LEAF GATES OPENING GATE POSTS HINGE SPACE (S) FACE TO FACE SO & RND SIZES POST TO UPRIGHT 3'-0" [914MM] THROUGH 2 1/2" [63,5MM] SID OR 75" [73MM] OD FOR SQUARE ROUND GATE POSTS: 1 2 1/4" [57MM] NOTES: 6'-0" [1829MM] 2.8 1. CENTER UPRIGHT REQUIRED ON GATE LEAVES 8'-0" [2438MM] & WIDER. CENTER RAIL REQUIRED ON GATE LEAVES 10'-0" [3048MM] & HIGHER. TYPICAL 3' WIDTH SWING GATE DIMENSIONS & SPECIFICATIONS GATE PLAN SEE NOTE # 1 _P7 L -- ---- -1 SINGLE LEAF OF DBL GATE ELEVATION NOTES ! ' 0" SINGLE OR DOUBLE LEAF GATES NOM HEIGHT (H) UPRIGHT HT (U) FRAME HT (F) WITHOUT BARBED WIRE ACTUAL DIM ACTUALDIM 1 0"�64mm 3 � 1 1 3'- 10" 1 168MMI M J 3'-8 1/2" 1 30MMI 4'-0" [1219MM] -0 f1524MIM! 4'- 10" 1 473MM] 4'-8 1/2 - 1-14 L 0 MM], 10 F I 778MM! 5'- 740MMI —5'-- 6'-10- �2083MMJ -8 1 2 [20 45MM 8'-0" [2438MM] rL - 3 W*< 7'-8 1/2" [2350mm] 9'-0" [2743MM1 26 8'-8 112" [2654MM] 10_0 [3048MMI 9'-10" i'2997MW [2959MM] ill-011 MM] 10,-10" - [ 33 0 M M J 10'-8:7 �3264MM] 13658MM] 1 l'-10" 12 [3607MM] 1 1'-8 112" [35�!< DOUBLE LEAF GATES OPENING GATE POSTS HINGE SPACE (S) FACE TO FACE SO & RND SIZES POST TO UPRIGHT 11'-0" [3353MM] THROUGH 12*-0" [3658MM] 4" [102MM] SQ OR 4" [102MM] OD FOR SQUARE & ROUND GATE POSTS: 2 1/4" [57MM] 2, CEN ER UPRIGH RE OUIRED ON GA TE LE AVES - "2438MM' & WIDER. CENTER RAIL REQUIRED ON GATE L LEAVES !V-0" [3048MM] & HIGHER. TYPICAL 12' DOUBLE SWING GATE DIMENSIONS & SPECIFICATIONS JfAJIV _T H UT S O N PACIFIC DESIGNS, INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING P.O: BOX 3749 KINGSTON, NY 12402 (914) 339-6963 P (914) 339- 7068 F hudpaeny@aol.com DOLPH ROTTELD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 (914) 631-8600 Phone (914) 631-5769 Pax CaLT&CTORSMNE & OLPE SOUTH — 38 Loop Road, Westchester County Airport Rite Plains, New York 1Q804 Phone: (914) 949-7702 Fax : (914) 949-7518 TOPOGRAPHIC INFORMA TION SHOWN HEREON WAS IN TEPPOL A TED FROM AN ACTUAL FIELD SURVEY PERFORMED BY CONTRACTORS' LINE & GRADE SOUTH IN APPROXIMATE USGS DA TUM 19 "y- �V& I VIA 1 "0 A Wy ij IDETAIT T T SnEET AS NOTED NAME DATE DRAWN BY cb 6-19-01 CHECKED BY Issue Date: 6-19-01 Revision //1: 8-06-01 Revision #2: 8-15-01' Issued for Bid: f5-tb-ol Drowing File., 0etcd815Au9ust01.dwg mm mv, morn wl oIIz vamep 01AWK5, 1:90 Nof CIS" LEAMP 5f91N(A 15 UNNECF55ARY UNU55 Me CAN Nor 9yroklIr If5 OWN AtICK. TIfN 51'Ag Af fI-IE OM5T POINT WIT ff 111T M 5fANI2 LM6K. a ONLY ELA511C MA1`EIZI& fO Hat2 Tl E fft TO ALLOW FIZE� MOVMENf IN WINV, 5NOW, ETC, ME VRATIN6 W1'H �0;/- OVEIW 6M Af WHICH ME 6IFtW IN MY5EPY 2" WPVEP PINE WKIVILCH N412 6M ITMO1t MAP FPOM I/ � for a POOTALL o# laNOVE, %fIff 5Ni1f11C C RAP, r1,N`II0VE 1W �A51TT5, U5E FX15flN6 FXAVKI2 DL FOK MKFILL - AMENP WfH OPCMIC N`II OP LIVI A5 NECE55W,. 2 flME5 VIA, 9 TAMPEP CLOWN PLACE POOTPA1 ON C0N1PAC1`E12 WOTAI,I - Mk q 1361 Ok MINM FILL fO AVOIP 5EfILINCA Or' ME PPZUN� t2iAV, N?OK�N ANt2/ 01` 12151 Amp PMZ-I�5, ,120 NOf CLIf L�AM� 5fAKIN615 UNN�C�55NY IJNL�55 TWT CAN NCT 5UPPOU If5 0�% VvVC+Hf, , f1f N 5M Af TIf LOVW5T POINT lffifM T�f TMEWLL 5TANI2 LpotHf, , u5i ONLY �LA5-nc mmm, fo Hap n fU fO ALLOW In 1V,0'vflVfNf IN VI10W, IrfC -61M Af V-MICH V�61TW IN NL25M 2" 5HMWEP PINE DAII MLLCH 51, 5KEEP PIIItA -"— IF IN15tt9 aM MMC7,9 MAP KOM I/ � TOP OF kOOT&L M MOV'E �Nflk� 5YWf11C MAP, ITMGVWik-t r�A51'Ef5, U5E AX[51ZI�XCAVP�St2 501L �M t3AXLL - AI VA11i Ok MKPA, R LIME, A5 NfCE55VY, 2 TlMl 5 VIA, OF COMPAICT�t2 AAAMP 50L 5H&L It WASPN2 IN, POOT13ALL - MN THE +&L M MEP WATT UPON PLWnW,, MIMI f1I 9OVIN PLAa k0013&L ON c0f)1PACS1:2 5136M RMINItM FILL fO AVOIP Si f1l ING OF XAA —P%N� PFAV, XAN ANP/ 9 t915EA5�P �Cl-f 5 PLAW 9fW5 Af 1'H� 5AM� WTH A5 ay IT, GROWN IN TIt NW5WY PM WK MICH ('51, MIPTH, 5HtT11Pt9FP) 5ALJaF, 1\deie , j�I� MMOVr TOP 1/ 5 OF M*, ITMOV� ENV� 5YWHVIC MAP OC M PAT5 H �X%N6 �XCAVATI P 5OL FOP PACKFULl- - AMENPIIIII %bNIC MAM� MP/ OP UVt A5 MCE55bRY, PI 51�nI ML5 ON COMPACSt2 %136M OP, MINIMAL FILL T AVOIV 5ETTLIN6 or FLMT5. 1 1mr)[41fi IP 50�`OL CNTR fO CSNTN 5MN6 eMOV� COW/NW MMCIIWA Roof PALL, L3Ur1WLyWm5-ff iN5ftWNf & 64�NTLYCOIVVOLtr MT5 FX,15TIN64 CfW �, I 5AaR 2" 5HQWM2 HAWWOOP ftCH TCY50L mix CONTAML9 fOP50L MIX KNIPE PI�VXrP C3�12 9 LOAM, VIIV4 & FM 6PA12E, AM 501L AAfWMEW5,ACCO�N6 fo 50L T�5r FEPOI?7r A5 51PECIrW 5LO501L k7y CONTACfOk fO fW N�a55A 5TEF5 TO WEV1ENT 911FPAa OVr 501L ON 5,OP5 n I 11 011II A ,144 11 01MA M04A1#,-,W9ff- 641�elll, 51f`$VK1.5-11eWzh ,).hot &p -erg powder coat edszev,�Ismts, JklpMM?iVe 6''WRS -4fode1W.- -124(5* - Cr m4 Aff steeJpemwe-at -r-,/e g; Greet powder coo tedsteelhei7ch WIJ70 hRC.I RS MW41hCt4lredh ale -T- H"ffffl vc_ ff ReZMM, 0 j 7 Eq4 4 ,,I?7Mej7t OrAPPM WdEq=l IVrs SON & IIC DESIGNS, INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING P.O. BOX 3749 KINGSTON, NY 12402 (914) 339-6963 P (914) 339-7068 F hudpacn,y@aol.com DOLPH ROTFELD ENGINEERING ZOO White Plains Road Tarrytown, New York 10591 (914) 631-8600 Phone (914) 631-5769 Fax CONTRACTORS' LINE & MPE SOUTH S) 38 Loop Rood, Westchester County Airport White Ploins, New York 10604 If Phone. (914) 949-7702 Fox : (914) 949-7518 TOPOGRAPHIC INFORMA TION SHOWN HEREON WAS INTERPOL A TED FROM AN ACTUAL FIELD SURVEY PERFORMED BY CONTRACTORS' LINE & GRADE SOUTH IN APPROXIMATE USGS DA TUM. PINE BID GE PARK VILLAGE OF RYE BROOK COUNTY OF WESTCHESTER STA TE OF NEW YORK I NAME DATE DRAWN BY eb 6-19-01 CHECKED BY Issue Date: 6-19-01 Revision #1: 8-06-01 Revision #2: 8-15-01 Issued for Bid: e-lb-0 I SHEET NO Drowing File., Deta#C15Aijqust01.dwg A SEDIMENT_ X oc1 -CONTROL-LEGEND, _ -- - _�. DsoiV �.. OAS - - - _ �- -- -----_ 1. � EN IS AUTHORIZED TO MAKE AN ...EED E s WHATSOEVER TO / g?° --`'`9 IMPRO TS SNOM�I ON OR NET s#owN CONTRACT TO PROPERTY LINE . 4LE-T-PROTECTIPACIFIC X,/x/ MEET FIELD Tit)I~IS {} 1 - _ _ ;ELTE - - - 2 THE UTILITY MAINS, DUCTS, DOLES AND IN THE f 215.3li EXISTING SPOT ELEVAT#fl1+IS- iIF pg �,� LANDSCAPE .ANcxt f 1 �1 CONSTRUCTION 1REA, SIOWN ON THE CONTRACT DRA ARE + 215.3o PROPOSED SPOT ELEVATIONS -- -- ._ _ , _ ._ _ _ _ __ _ . .- _ -q. X 2�a ,,� �' 2"tT i a EN!VIi�I:? , .&L PL�A�17Wi:�}'G 2pp - _ - , / , -. -- a `�. AT THE APPROXIMATE LOCATIONS FURL BY THE VARIOUS `lm: t?. BOX 3749 UTILITIES CONCERNED. WHENEVER EXISTING i�:+IT INFORMATION IS OTHER INDICATEDCATED ON THE DRAWINGS xlsx, Y 1zatEXISTING CONTOUR LINES CRITICAL AREASEEDING ~' 21 - - - •.. TO THE CONTRACTOR AT A LATER DATE, IT IS UNDERSTOOD, THAT SUCH ,,r-•....r.; PROPOSED C LINES -- _ s ✓ r ` f""' {14} 339- 683 P /"--•�.- INFORMATION IS FURNISHED IN GOOD FAITH FOR THE Cf N1RACTOR'5 (914) 339-7068. P EXISTING UTILITY POLE _ s -- CONVENIM. THE W41RACTOR MUST INTERPRET INS INFORMATION hudpaan vI cow: C� ACCORDING TO HIS OWN JUDGEMENT, AND MUST MAKE HIS OWN v x INATOS REGARDING THE LOCATION OF ALL IMPROVEMENTS. NO _ CONTRACTOR WfILL. NEED CLAIM r�u � �.owEo CAUSE � INCORRECT, � EXISTING LIGHT POLE -- .�-- � � ,, � j � / � � -..-- .-- --._ _ �.... ,.._ f � \ , �+ C,C?LPh' RQ %`EL a EXISTING DRAM INLET - - - ' - - I f 1 J j TO CONFIRM STOCKPILE OMITTED EXISTING N tOVEMENTS INFORMATION. _ _ _ENGINEERING PROPOSED DRAIN INLET ' �' A--�--� p -- - - - \ '' # _ _ _ 111 f I ?r ~ _ PRIOR 3. ALL WfM t, MATERIALS, SPECIFICATIONS, REGULATKN+IS, RULES, 200 White PI ins Road Q OR TO BIDDING. PERMITS, ETC., OF ALL STATE, COUNTY AND LOCAL GOVERNMENTS, Tarrytown, yt New York 10591 -_�� / r r ,- �S AND ALL UTILITY AGENCIES SHALL BE FOLLOWED BY THE 914 63i--8600 Phone EXISTING DRAIN MANHOLE � � �' � � --'" �I �p�t i q�l ��'�' �� .,• ! � } G PROPOSED DRAIN MANH / x 2� x a� CONTRACTOR. X I!J ag1?$ _ _ - _ _ ,s SEE EMBANKMENT STABIL.IZATiON DETAIL (914) $J1--5769 Fax d EXIS'TING SEWER M NI -TOLE / i ''" �` 'q� � � _� �-y �> A f / I X / pg� �Jt ! {-------- �` j '"` . " �,� _ 4• THE CONTRACTORS ATTENiiON IS ERECTED TO THE STATE OF NEW tgrrt -„ {ors) a-rs�a EXI HYDRANT / ,� ` ` �� -- PORK DEPARTMENT OF LABOR,* ABO ' BOARD OF STANDARDS AND APPEALS �' '� a f / J 1 ?1J _ �. .�e car, c:+r Al INDUSTRIAL CODE RULE 53 - C{+ISTRUCTION, EXCAVATION AND i� 22g DEMOLITION OPERATIONS AT OR NEAR UNDERGROUND FACILITIES",Phow `>,O /' �rern - > x EFFECTIVE APRIL 1, 1975. THE CONTRACTOR BE REQUIRED TO 7OGRAPH/C INFt)RMA77011/ SHONI<v ///%% COMPLY WITH ALL APPLICABLE REQUIREMENTS OF INDUSTRIAL CODE HEREON WAS 187MPOLA IW FROM 2 rt _ �1 p2 1 X '. i ih RULE 53. AN AC7UAL RELD SURW�EY ' 'P RFOAME0 BY CaV7RACrORS LINE NE 2 �J'J 5, & GRADE SV. TH IN APPROXlMA7E' sr w THE CONTRACTOR SMALL PROVIDE ALL BARRICADES, SIGNS LIGHTS, 2'° p 2pg. % - f - - `` - _ _ _ ETC., FOR MAINTENANCE AND PROTECTION OF TRAI FIC FOR THE USES DATUM. p 2tI8.5.87 `- DURATION OF THIS CONTRACT ALL IN ACCORDANCE WITH � THE LATEST NYSDOT MANUAL OF TRAFFICCONTROL DEVICES. - " , - 'r '` I Xq $ f _ (f, 6. THE CONTRACTOR SHALL COMPLY WITH All. RULES REGULATIONS AND �- _ _ _ _ 2>2_ DIRECTIVES OF THE LOCAL POLICE DEPARTMENT. THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES > �O- -209 1g 20915 �� "` � `` -'"`ter / / / I ! \ p�,g ' - \ TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE CONSTRUCTION. % \ 00 ``.• \ 2 $• THE CONTRACTOR SHAH COMPLY WITH THE LATEST OSHA CONFINED SPACE ENTRY z \ 1 j REQUIREMENTS (29 CFR PART 1910}. 2 `�� \ I I �1�• 1 1 � 9. CONTRA I SHALL COMPLY NTH THE LATEST REVISED OSHA SHEETING x \ \ x \ X REQUIREMr (29 CFR PART 1926.650, 651, 652 }. \ ff I 1 STAKE 1O. CROSSTCH OF PROPOSED ASPHALT PATH I NOT TO EXCEED 2 4' Mai TRENCH SLOT WAROSEED ' \ 2a pgkpiX / • ! f1 AS PER VXSTCHESER COt)NTY BEST M AGEMENT PRACTICES 9g 2 j I \ x Jq `'p1 �� 1 X I k X X�� { I1 11 1 X MIR MAT EROSION CONi / REVEGETAYION MAT IP 1 1 i I ! \ I p r, _r� PROPOSI� GRADE � _ _ _ . x Jp { pg has DI. A-3 / I x ��o ROB 1 GENERAL. NOTES � � `� �� I pg. 2�, 1 RIM 208.0 1 J J � � �� �� F� J� 1� I Xa 209.25 x 1 {, JON f 1. DO NOT STRETCH MAT OVER GPOUND. MAT SHOULD LAY FLAT. _- _ _ _ -- { f I CUT NECK SLOTS ACROSS B{TTOM AND UP THE SIDES OF THE SLOPE. - - - k� 2�' x j 3. STAKE AT X TO 5' IN7ERVAl ALONG EDGE OR IN TRENCH. I r 2 "max \ I x tp f 4. OVERLAP EACH ROLL END MAT BY 3 WITH UPS LOPE MAT ON TOP. I 2�1 j x IZ 5. OVERLAP ADJACENT EIS OF MAT BY 3" AND STAKE. {� - I / 209.39 `�� % Q j �\ \` \ ;. OF NEB CONTRACTOR TO FOLLOW MAN�iF•ACRXS INSTALLATIONS GUIDELINES. C, J pq gp �• f 209..50 pq.�gt�p'gcum pq. i 209.40 x 1 � F 1 x 1- 2 2pZ' t_ p g�/ RIDGE I q qh x� 2p ' -X� 1 2 _ _---� x PINE t V E EMBANKMENT S�`A�IUZATIC I -- X x {� - X`` - _ ,•'' 05 PARK rye ti5t 1 WLLAGE' OF RYE BROOK 7 �.? / M.2 p" J � k \ COUNTY OF W£STCHtS7ER SILT FENCE AS QRDERED BY ENGINEER J ° �C1+ 2 STA )E OF NEW YOfK pq?p Q�5 01 �+ X2p6' __.x�t? - f - / 1 / \ \ p•kt i ryd� J 209.11 x2 2�'' f J - -� �____ .. _/g , \ �` \� l GRADING AND 20$.30 701 ��`" � gig' 209.5 �� � -- �,,..-�' 1x SEDIMENT g; 2 .50 _ DIN. X� ��p2$p A\ �� \ 1 _- RIM 07.50 / - x CONTROL INV. 202.80(18 ) � � r \ \ � � \ x ° q �I �� 0161 aww�cs ,%x DI. A-4 Xp� ?pq �p� <'t / �h /,20 ,� l� l l �t 2{} i C} 2 g RIM 207.20 w.,.. l X 209.50 �p { Q l j INV. 203.19 X DMH. A-t< 1 p I / EX. DRAIN MH. / T,b , j _ . Cl `� / 209.25 ` - {� INV. 261.97(18»} {f ©� INV. 201.10 (18") ogJJ JJ ' { 00 INV. 20.Q0(15 } x2 ! x?/pq i \ p p�• Concrete ,"i p 1 eg g - - ``, MEE'E'EX1S j NG SIDIWA K - / 3k IV 2g 5 � �� TN =NDER-coui =� ,�eoaa�orr --�'%,f1 \ � X _ _? . 207. 248.5 2118 249 Xpg, QP CNEB='2 f 1 I� 1 / l 1 - pq" I h� ► 208 $5 EXIST#N� 9S PERt.5 J - r X2j x '~-- s x ' 2pg g° , x � x2 �```"`� -- - {1&63 ---26 _ _ _ 2 it 9� 2 =; 208.70 Ali VA2X _�g tp >2" rN /e �'t0 Ala % 3fi" (?o .w_ � �. ,,_ X�X� � `'`"+•... _ ✓ p AL 6 Fine gq g? b p9 �g x t ,4 � � 20 tn�-- 2. ,�.,. �.,« ,, x7 <!• Link g 1``^,. ``"` /'' ''�� C q 8 rhe,71;7 t 2p 2L7 �� v - x JLF -- 45-- pti i,�, ce WunMcxDwAW i� 2 me X x If) Q Prue 1 I �.90 .,. _ .. 1p LJ6' i g 0 o k 2 Uek - pg. �.. `~ X p % ,>i!► 3 r --^"' p 2 1 d . S b rlfrrp/e pg 9 A g2 p3 �c2 20 N mople 2 p& Og' _ _ ` 8 g x 2pg p00 �.. _,. p • IX s 16 " A�vole ��i�rrr■�ii� / g' 12 " Pine f $ ° g g� X 1 2 e ------. . iD p 4 � 1 h �.'15 Pine t Prue g618 s it _J ,t�" p 4 �p-.-�., -.-�--2JO---._ � Server X2x X2 .... tS" Pii I� 1 p i0"Fine +R ro Inlet 14 2 8-08-01 Og 01 a 1, p maple - - Gu ?CST. > MU leak f�„c 2 1 �r Prne � z _.-'' � rh>�in ---�-•- �c,p3 ,� � r>�= �°�• f 1'I'iED �`QR BAD, 8�-�'8--01 OH e X 11rr.rragF t Pare %�� �, ,flrrc drrrr rkirag rttantrofe 21 � �u.�2t�f:2' y-.. Pine 20 "Pine 1m 209: AO gk/ep.Op>8 Pixie Rtm-20'rf C xV 16 14 tsa r , r k f� X2 go'Pi Mpg X2pg / 2 j� ----� t , 2g ,f qg rs Pro k �• p• M C H L�. N E H L_ I N E x 21 .3 �"CH 1NE 0 w X 21 t rstaa Ok X OH rs' Pfne 210.42 �,-� v x�'p 2 x pk o uJ arC rt intrJ 10. X` i, y1 M 20"Pine ._ p a I q \ r2!lVFine2t • 4p1 � 10 � x . r V x 10,x vszaro. ry X 3 xq , gip: ' 10Concrete Block wa// 2�oa3 x $ X2gyp^ I r �3 1 / a:>oe� S r AN OR VIS# N E O S OF THESE PLANS,, UNLESS . I 2Cl �rr7e DO E BY OR R • .; , ` .J _ ,.- UA1bE THE DIRECTION OF THE NYS LICENSED AN REGISTERED ENGINEER THAT P`'E R E P E AIDED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. "rUDSON'' t DESIGNS;, INC. LAN.USGAPE AwmTEcTm MMOM&NTAL PLANMG` P.O BOX 3749 y T F-i IN - MGSTO.N; NY 124OZ 0 914 339-6963' P � � Q � Tennrs i✓`c+urts { mb d (, tPP'a r C rt rtlrkingj budpaan aol.com 1 w;. DOLPH_ TFELD �k ,�✓aff Pharr. Lrnk Fe nce ENGINEERING -- - Y 200 White Plains Ravel ------- Tarrytown, New .York lo59i -'` 4" WATER SERVI E CL 5 DIP t 91 4 6 1 8600 6 69 Foxe �. t tM) #047W Am . (W4) attar-rste d ------- a __.. �� Ta'Ul,RAPNIG INFOf?AIATXaV "SFIQiW lN HEREOV WAS TERQ0iA7ED FROM Sewer AN AGUAL F,►Elty SURWY Ghain ,tlanhofe PEWORMED BY CO RAVORS' LINE i} p 41h7k FB/tCe Rr/P7=21 f. ' t � � eR' GRADE SOUN IN APPROXIMAIE t + fn=2R 3' ii USGS DA7UM. 1 1?rainage u1`rffy Pafr� c� Rrrr2 ..�, .. ,i Tennis f3Urt.5' �„ �.. �+- err f (,af'rox. G"Q ri 4aordrrrrg% d x {)N arr orrt t?ut==1982' ('W) _n. _ " ". Sewer Chaim ♦'� --.a/anhate Lusk Fence �iN� 1?177=210,7'OH E O / / .Seaver 00 _ /&✓ar7h0fe 4" WATER SERVICE CL 54 DIP c�o% _- ,,, O OHVV r/ v�,t-2 a' �rvJ e t t lid .✓ 014Wamp _ N A01 IPINS RID GE f PARK WLLAGE OF RYE BROOX .� PROVIDE WATER METER IN COUNTY Of WESMHESTER --'" PIT IN ACCORDANCE WITH STATE 4F NEW YORK tr NEW YORK AMERICAN WATER. BMW mu r- f Serve SAW CUT EXISTING PAVEMENT FOR rxh��e FULL DEPTH PAVEMENT REPLACEMENT UTILITY 0411= 1�'5O) COORDINATE THE CONNECTION TO THE EXISTING WATER MAIN WITH NEW YORK PLAN AMERICAN WATER LEGEND awm j Cob EXISTING UTILITY POLE 20 1 2.0 0 EXISTING LIGHT POLE 0 EXISTING DRAIN INLET 1 20'--0 8 PROPOSED DRAIN INLET NAM © EXISTING DRAIN MANHOLE E Gi PROPOSED DRAIN MANHOLE N s EXISTING SEWER MANHOLE EXISTING HYDRANT W 0 EXISTING GATE VALVE Jun IM PROPOSED GATE VALVE star BY ''J.LF 10--05--OP EXISTING STORM PIPE I Illmirlum or STORM PROPOSED STORM PIPE 8-08--U1 _. S.4N.� EXSITING SANITARY SEWER PIPE mun FVR I v 8-28-01 -- --- w EXISTING WATER MAIN WATER MAIN PROPOSED WATER MAIN PROPOSED TRUST BLOCK z PROPOSED PERFORATED UNDER DRAIN own CIP ANY ALTERATIONS OR REVISIONS OF THESE. PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND IGISTERED ENGINEER THAT PREPARED THEM, 'IS A VIOLATION OF THE NAYS EDUCATION LAW: __. -_____.._ 9-0-9 Series Sizes: 3/4" to 2"' PURPOSE PRESSURE— , Provem k�- JQ-:t, bacsiphonage and backpressure 15 `con TEMPERATURE LEGEND cc � ow kfl f water into the 9 to po biii water supply, when Installed at Series 909, suitable for supply pressure up to each high, hazard ","cross connection. 175 PSI and water temperatures up to 140T. CXL EXISTING UTILITY POLE Suffix HW stainless steel check modules for MATERIALS water temperature up to 2107 and harsh 0 EXISTING LIGHT POLE Bronze, body construction, durable tight - water conditions. -rubber check valve and relief valve 0 EXISTING DRAIN INLET assemblies., - Bronze body boll valve test cocks. Serles 909 1>lco'n check seats. Series 909HW CONNECTIONS PROPOSED DRAIN INLET stainless steel check seats. Stainless steel Sizes 3/4" - 2" have female threaded body N.P.T. connections @ EXISTING DRAIN MANHOLE re " lief valve seats, shafts, and flange bolts. 'Stondordly furnished with N.P.T. body connec- Q PROPOSED DRAIN MANHOLE tions and non -rising stem (NRS) gate valve shut -offs. CAPACITY G) EXISTING SEWER MANHOLE No., 909 Sizes 3/4* cc EXISTING HYDRANT 0 EXISTING GATE VALVE a PROPOSED GATE VALVE _5T EXISTING STORM PIPE STORM PROPOSED STORM PIPE SAN- EXSITING SANITARY SEWER PIPE W EXISTING WATER MAIN WATER MAIN - QPA PROPOSED WATER MAIN FLOW PROPOSED 4" PVC PERFORATED UNDER DRAIN No. 909Sizes 1 1/4", 1 1/2". 2' E PROPOSED RELOCATED ELECTRIC SERVICE PROPOSED CONDUIT FOR LIGHTING INV 205-60 1 1/4- r 0 9 IN V 205-20 0 20 46 so 80 100 120 140 160 FLOW - "AL ZONE ZONE 'Series 909 provides- superior protection in cross connection #8 #2 control for both cold and hot water installations. A unique, 2" patented design incorporating the "air-in/water-out" principle, '06viding #1 ZONE substantially improved relief valve discharge perform - BACKFILOW PREVENTION DEVICE NOTES: once during. the emergency conditions of combined bock-siphonoge and bock pressure with both checks fouled. OPTIONS: (Options can be combined) 1. By-passes around devices are not permitted. Suffix 2. RPZ devices are to be tested yearly in spring when installed. S, -with bronze strainer 3. BFD tested initially and annually by certified and licensed tester. DI. A-4 -w -with steel check modules for hot water Test results (form DOH 1013) shall be forwarded to WCHD, CWP, RIM 207.20 and aggressive water conditions. owner, engineer or architect and tester. The bockflow preventer INV. 203.19 -with 1 QT /4 turn, full port, resilient seated, bronze must be rebuilt every five years. boll valve shut -offs 4. All devices are to be a minimum of 30' from floors. 1/2 WATER FOUNTAIN SERVICE 117 -with out shut-off valves. 5. An anti -rodent screen shall be installed on the floor drain. CWCT 70 WATER MAIN Prefix' U -with integral body unions (3/4" and 1" only 6. RPZ device to be removed each fall and replaced in the spring. PROVIDE CURB STOP VALVE Prefix FAE -with flanged adapter ends (1 1/4", 1 112 only) 7. Top is to be made by City of Mite Plains. A NOTE: The installation of a drain line is recommended. When installing a drain line, on air gap is necessary. For vertical 8. All plumbing work to be done by a plumber licensed in the Installations, a vent elbow is also necessary and the direction City of White Plains, and according to DPW regulations. of flow must be (up) for 3/4" 2". 9. No work shall proceed without, CWP and WCHD approval. 10. Water line and irrigation system shall be blown dry when device is fail. FEATURES removed each Superior protection against com- Boll valve test cocks 11. Use American made, ULFM approved valves. bined, back siphonage/back pressure Low pressure drop 12. Bcdflow preventer arrangement shall not be altered without backfiow, (air-in/woter-out principle) Simple and economical service prior approval by WCHD. Modular design with replaceable seats 13. Device sholl be protected from the highest flood level. 14. Provide 4'-6* cover over water lines. DIMENSIONS- WE1134iT (are approximate) 15, Disinfect and pressure test meter and backfiow preventer rig before placing in service. A 16. Adequately support\restrain all devices. �207 1 g 13 C 17. Mere the distance between the water meter and the device is than 10 feet, Q. greater all exposed piping should be stenciled "Feed T Ume To Bockflow Preventer-Do Not Tap* at 5 foot intervals. o D N E 2* WATTS 909S-QT RPZ E WITH TWO QT RESILIENT SEATED BALL VALVES F of AND STRAINER LOK BOX OR APPROVED EQUAL PROTECTIVE ENCLOSURE ENCLOSURE TO PROVIDE FOR DRAINAGE, DEVICE REMOVAL, UV PROTECTION, AND SECURITY. DIMENSIONS Total Weight(lbs) SIZ46 4 A 0- C D E F I G Width Less Strainer krith Stainer Ale 18 13 7 5/16 4 4 3/4" 9 3/4 5 1/4 3 7/8 14 15 5/8 19 13 1/2 7 56 4 4 3/4" 11 1/2 5 1/2 3 7/8 15 17 112 1 4/ 1 , 4* 22 1/8 16 5/8 10 3/8 5 6 5/8 12 1/2 6 5 1/4 40 42 3/4 1 1 l2" 22 5/16 16 7/8 10 3/8 5 6 5/8 13 1/2 6 5 1/4 40 44 2' 25 5/16 17 5/8 10 3/8 5 6 5/8 14 1/2 6 1/4 5 1/4 �47 3/8 QT 2" UNION TYP. 3/4!* '21 .1/4 17 1/4 7 5/16 4 4 314 11. 1/4 6 3/4 3 7/8 14 15 5/8 22 1/4 17 3/16 7 5/16 4 4 3/4 13 7 3 7/8 15 17 1/2 11,11 4 5 /8 20 5/8 10 3/4 5 6 5/8 14 7 1/2 5 1/4 40 42 3/4 1"l/ , etv 3,/16 21 3/4 110 3/8 5 6 5/8 15 7 1/2 5 1/4 40 44 1 30 1/4 23 5/8 110 3/8 1 5 16 5/8 16 7 3/4 51/4 40 J, 47�/4] 7t v. 7 7 Ti i SIDE VIEW FLOW IN FROM PLAN VIEW WATER MAIN F1 n1w Iry IT CONC. SLAB FOUNDATION IRRIGA71ON SYSTEM 2" TYPE *Kn COPPER IRRIGA ON FEED TION FEED RPZ ENCLOSURE DIMENSIONS (INSIDE) DEPTH IMDTH MIN. HEIGHT 4ZA" v 0 sewer 03 RMT M HU 'SON PACIFIC DESIGNS, - INC. uNw6pe mcwnxmw P-0. BOX,3749 KI , NY 12402 (1914) 339-6963 P (914) 339-7068 F hudPacny@aoL com DOLPH ROTFELD ENGINEERING 200 Mite Plains Road Torrytown, New York 10591 (914) 63I-8600 Phone (914) 631-5769 Fax Sme—Aw LM & CAM souff M 4*cp Ro&4 1114befoUtsw W*ft PA*4 MW PhWW (014) 640-7XV AV : (W4) 00-M TOPOGRAPVC IA(FORMA MW SHOWN HERISOV WAS IWEAPOLA[7rD FRaW AN ACTUAL RaD SURVEY PERFORMED BY CaV7RACrORS'UNE & GRADE SOUTH IN APPROVMA TE USGS DATUM. CLAW W0 1, �t, I - =0 -, Mai - PI E RID GE PIA IC?K MLAGE OF RYE BROOK COUNTY OF WE-STCHESTER S TA 7F OF NEW YORK IRRIGATION AND UNDER, DRAIN ell n, 2 2 0 10 1 op 20 `—#0 Pp FULL DEPTH OF SLAB IRRIGA11ON NOTES. 4" CONC. SLAB (3000 PSI) W 1. ALL SPRINKLERS SHALL BE INSTALLED ON FIVE ELBOW DOUBLE ORING XAM DAM M U SWING JOINT MOUNTED UP TO 1/2" BELOW THE FINAL GRADE. GRADE Z P V) 2. EACH SPRINKLER SHALL HAVE THE RUBBER COVERED HEAD AND MIAWN ar JLF 10-05-00 4 00 5<- Uj RUBBER SHIELD FOR POP UP NOZZLE. cow= Hr A 4 4 3. SCHEDULE 80 PVC NIPPLES AND SCHEDULE 40 PVC ELBOWS MUST 6-08-01 A USE TEFLON TAPE. FOR ba 8-28-01 4, TORO SPRINKLER HEADS, VALVES, ETC., OR APPROVED EQUAL. TORO VISION 11 SERIES CONTROLLER, 6 STATION OR APPROVED EQUAL. 5. INSTALL RAINSWITCH AS ORDERED BY ENGINEER. 6. RUN TIMES SHALL BE DETERMINED UPON INSTALLATION BASED ON FIELD' CONDITIONS AND PRODUCT SPECIFICATIONS, 6" CRUSHED STONE 7. ALL PIPES TO HAVE A MIN. OF 18" COVER. UNDISTURBED SUB BASE 8. IRRIGATION SYSTEM- TO INCLUDE ALL CONTROL EQUIPMENT AND CONTROL WRING AS PER MANUFACTURES 'SPECS. CONCRETE SLAB DETAIL FOR ENCLOSURE ANY ALTERATIONS OR REMSIONS OF THESE A PLN%:_UNLESS DONE OR', LICENSED 8, UNDER THE, DIRECTION OF JHE N-Y'S, AND REGISTERED ENGINEER THAT PREPARED,T A HIE MOLATION OF THE NYS EDUCATION L.Ak 0,10 1/2- CEMENT PARGING ON OUTSIDE 6- #2 CRUSHED STONE UNDISTURBED CAMPBEH 3403 FRAME AND GRATE Xff DE=09E� L.____2: 6 DRAIN INLET FRAME AND GRATE IDI.} STANDARD CATCH BASIN TRAP -BY CAMPBELL FOUNDRY CO. OR APPROVED EQUAL 6. 4- 1-2-4 CONCRETE BASE KV i 6" T EARTH < PRECAST CATCH BASIN (CB.)' NOTE: 1. ALL RIMS. TO BE SET AT (BINDER COURSE) PAVEMENT GRADE UNTIL FINAL PAVEMENT COURSE IS PLACED. (IF BASE COURSE WILL BE USED FOR LONGER THAN 3 WEEKS RIMS WILL BE SET TO THIS GRADE & THEN RAISED AS NECCESSARY UPON EACH SUCCESSIVE ASPHALT COURSE. CATCH BASIN DETAILS SHOULD INCLUDE RUNGS INSTALLED AT 12 INCHES ON CENTER AND THE STRUCTURES SHOULD BE CERTIFIED BY THE MANUFACTURER FOR H2O LOADING B CASTIRON HANGAR PLATE A� C CAST IRON HOOD CAMPBELL DIMENSIONS IN INCHES PIPE PATTERN NUMBER A -1/2 B C SIZE 2560 16 4 3/4 6 2561 11 1/2 20 1/2 5 112 8 2562 13 1/4 23 1/2 6 112 10 2563 15 3/4 26 7 1/2 12 2564 18 27 9 15 2565 20 27 10 18 *2566 25 1/4 30 11 1/4 21 *2568A 1 30 1 35 3/4 1 15 1 24 A---------- D E 0 CAST IRON WALL PLATE CAMPBELL DIMENSIONS IN INCHES PIPE PATTERN NUMBER A 8 C D E SIZE 2560 210 13 22 8 3 112 9 112 6 2561 210 13 22 10 3 1/2 8 1/2 8 2562 210 15 23 12 1/2 3 112 7 1/4 10 2563 210 22 33 15 6 9 12 2564 211 23 35 19 3/4 5 1/2 9 3/4 15 2565 210 25 1/4 35 3/4 21 5 8 112 18 *2566 210 30 1/2 42 1/4 24 6 10 21 *2568k10 35 48 27 6 10 112 24 OVER SIZED CATCH BASIN REQUIRED CATCH BASIN TRAP SIZE BASED ON THE WATER CO. REQUIREMENTS StrawBale Sedin en't Barriers 'Stabilized Construction Entrance Slit Fence Ct EM STOW IL 0, h 'AN "ON' POSTS FLOW CO:ACI COMPACTED SUMAM Fit F crnoN FILTER FABRIC SUPPORT NET 4' 'DEPTH POST FILTER FABRIC ZrAW A EMBEDDING DETAIL now TOP MEW FLOW START AT EXIST, BACKFU 2 RE -SAP, STEEL PICKETS, OR 7AVEMENT COUP LER ANGLE FIRST STAKE TOWARD 2- - 2- STAKES 1 1/2' TO 2' PREVIOUSLY LAID BALE IN GROUND film 5V MIN. LENGTH FLOW PLAN SWWV a NATIVE SOIL SFCMV A INSTALLATION NOTES- 411 WIRE OR NYLON BOUND:SALES PLACED ON THE CONTOUR I. STONE SIZE -USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE TOE -IN MEMO EQUIVALENT. 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE W14 RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY, JOINING SEC11ONS OF FMCING 3. THICKNESS - NOT LESS TH4141 SIX (6) INCHES. 4, WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH INSTALLATION NOTES AT POINTS WHERE INGRESS OR EGRESS OCCUR. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE_ FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY 1. EXCAVATE A 4 INCH 4 INCH TRENCH A40NG THE LOWER PERIMETER OF THE, SITE. RESIDENCE LOT. 2, UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). INSLAM11gN NQXS CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL SE,PERMITTED. 3. DRIVE HE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM, PATH 1. BALES SHALL BE PLACED IN A ROW TN ENDS TIGHTLY ABUTTING THE 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH ADJACENT BALES. WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4* THIS MAY REQUIRE PERIODIC TOP DRESSING NTH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR A P CLEANOUT OF ANY MEASURES USED TO BACKFILL THE TRENCH AND TAMP THE SOIL. 3, SALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BAR TRAP SEDIMENT. ALL SEDIMENT SPILLED , DROPPED, WASHED OR TRACKED ONTO tU% STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. DRIVEN THROUGH THE SALES. THE FIRST STAKE IN EACH BALE SHALL BE PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. 5. JOIN SECTIONS AS SHOW ABOVE. ANGLED TOWARD PREVIOUSLY LAD SALE TO FORCE BALES TOGETHER. B. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO 4. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL $0 AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH GRAINS INTO AN APPROVED SEDIMENT TRAPPING DEIACE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Inlet Protection Soil Stockpiling %mnerol, Notes WMDEN STARE SILT FENCE 3/4' STIR FILTER FABRIC 1. Contractor shall be responsible for compliance with all sediment and erosion control practices. The sediment and SWAV BALE INLET erosion control practices are to be Installed prior to any FLOW rUIV major soil disturbances, and maintained until permanent RM WADE STABILIZE ENTIRE PILE protection Is established. 4# DEPTH WITH VEGETATION OR COVER SLOPE OR LESS, 2. Timely maintenance of sediment control structures Is the 6' DEPTH I responsibility of the Contractor. All structures shalt be • maintained In good working order at all times. The sediment v fevel in aft sediment traps shall be closely monitored and w sediment removed promptly when maximum levels are reached or as ordered by the engineer. Alf sediment control structures shall be inspected on a regular basis, and after each heavy rain to Insure proper operation 03 designed, An inspection w schedule shot; be set forth prior to the start of construction. *WA",nON N01U 3. The locations and the Installation times of the sediment capturing SILT FENIDE standards shall be as ordered by the Owner Engineer, and in accordance with the forth in the 'Best Mnagement Practices Manual'. 1. EXCAVATE A 6 INCH x 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET standards set PERIMETER. 4, All topsoil not to be used for find grading sholl be removed from 2. UNROLL A SEC11ON AT A TIME AND POSITIONTHE POSTS AGAINST THE BACK (DOWNSTREAM) MIN, SLOPE STRAWRAIES OR SILTFEN MIN. SLOPE the site Immediately and placed In a stabilized stockpile or fill WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). area. All topsoil required for final grading and stored on site shall be limed, fertilized, temporarily seeded and mulched within 21 days. 3. DRIVE THE POST INTO THE GROUND UNTIL THENETIING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 5. Any disturbed areas that will be left exposed more than 21 days 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THEINDISTURBED BOTTOM OF THE TRENCH, and not subject to construction traffic, shall immediately receive BACKRLL THE TRENCH AND TAMP THE SOIL. temporary seeding. Mulch sholl be used if the season prevents the establishment of a temporary cow. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. Disturbed areas shall be limed and fertilized prior to temporary 5. JOIN SECTIONS AS SMOVO4 ABOVE. SUPPLEMENT NTH GRAVEL, PILED AGAINST THE FENCE. seeding. INSTALLATION NOTES 6, Dust control to be provided as required using accepted industry standards. STRAW DAMS T. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. SOILS OR FILL TO BE STOCKPM ON SITE DURING CUTTING AND FILLING ACTIVITIES 7. The Contractor shall keep the roadways within the project I. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER SALES TO SURROUND SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF 50-75 FOOT clear of soil and debris and Is responsible for any street THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES SETBACKS FROM TEMPORARY DRAINAGE SWALES. leaning necessary, as a result of his work, during the course 2 To 10 FEET AWAY FROM THE INLET. ANCHOR SALES IN PLACE BY DRIVING REBARS 3. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2, of the project. WITH OR 2" x 2" STAKES THROUGH THE BALES. SUPPLEMENT GRAVEL- PILED AGAINST THE BALES. 4. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED S. Sediment and erosion control structures shaft be removed and the area stabilized when the drainage area has been properly 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS MEN WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED MATH VEGETATION stabilized by permanent measures. THE SEDIMENT HAS ACCUMULATED TO 1/2 TV4t DESIGN DEPTH OF THE TRAP. REMOVED OR COVERED, SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND 'ITN 9. All sediment and erosion control measures shall be installed in occordonce with current edition of "Westchester County Best NOT ERODE. MULCHED OR COVERED GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. Management Practices Manual for Erosion and Sediment Control'. 3. THE STRUCTURE SHALL BE ,INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE, 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED CUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED. S. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, -WATER TIGHT PRECAST CONCRETE ENCLOSURE OR APPROVED EQUAL PITCH GRADE AWAY FROM SLAB IN ALL DIRECTIONS CONCRETE SLAB TO BE FLUSH WITH FINISHED GRADE F 4' GATE VALVES TYP. r-4- WATER METER PER WATER CO. REQUIREMENTS Z M 4" DIP SERVICE KWI-CIE0 21;%K`10111m' STEPS 12" O.C. WATER METER PI M1 11 WATER TIGHT PRECAST CONCRETE ENCLOSURE WATER TIGHT WALL SLEEVE (TYP.) CONCRETE PEDESTALS CRUSHED STONE N.Y.S.D.O.T. #2 BRING TO GRADE WITH BRICKS MORTAR MANHOLE FRAME & COVER NO. 1254 MARKED "DRAIN" 23 3/4: APPROVED EQUAL. SOLID COVER 1' MAX. STEEPS 101 (SEE DETAIL) b 0 48" DOLPH ?0 Trtdl ENq1-NEER/NG, 200 White Ploins Rood Torrytown, New York 10591 0 (/7e 914), 6JI-86000 , Ph (914) 631-1 5 769 Fox iv 4** RqoK mi I to i rw oapti-A*�&tw 96ft Plaft ftw ftk lowIll P*&W (04) 00-7M Fav t (014) 400-M16 TOPOGRAPHIC /A(AaWA 77ON SWIW HERECON WAS fiP0" TED jFRW AN ACIUAL RE4D SURWY, PERrORMED BY C0N7RACWR$` OVE GRADE SOUTH fiV APPROXIMA Ir USGS DA ITJM, RO A� rF OF NEW CtAW PINE RIDL71- LD A r- /-, RK WLLAGE Of' RYE BROOK COUNTY OF JoKSTCHEVER STA 7E OF NEW YORK saw "M DETAILS GJUPHW sua A RUSHED STONE N.Y.S. #2 DRAW Dr JLF 10-05-00 60" CFDP= or 7/8- 3 3/4- . . . . . . . 8" MIN. 8-0&_ 01 2- - WWW FOR B&. 6'Z8_01 6 9 1/4- 43 1/4- i" i\ 1��i� ��ii � �` i ��,/�0% i N IX STEPS SHALL BE PLACED IVV\ 6" OF CRUSHED APPROXIMATELY 12" ON CENTER FOR THE FULL DEPTH STONE N.Y.S, #2 OF THE MANHOLE. NO STEPS WILL CROSS SECTION BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. STEP DETAIL PRECAST CONCRETE, MANHOLE ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND- REGISTERED ENGINEER THAT PREPARED THEM, IS A C­ VIOLATION OF THE NYS EDUCATION LAW. - ---------- K STORM FOR ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING SANITARY SEWER REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER NOTE. OR STORM DRAIN SHALL.. BE A MINIMUM OF 10' FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO PRESSURE PIPE $t THE STORM DRAIN SHALL BE DUCTILE IRON. FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF 18" HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT, CROSSING OF WATER LINE OVER SANITARY SEWER OR STORM DRAIN SEPARATION OF WATER MAINS AND N.T.S. SEWE R -- PARALLEL INSTALLATION N.T.S. 18" MINIMUM HOUSE, STORM, OR SANITARY SEWER NOTE : UNUSUAL CONDITIONS WHERE WATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN, WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF THE JOINTS OF THE PIPE SHALL BE A MIN. OF 10' FROM THE POINT OF 18" MIN, BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE SUPPORTED AS DIRECTED BY THE ENGINEER. TO THE EXTENT FEASIBLE, JOINTS RIPE $C THE STORM DRAIN SHALL BE DUCTILE IRON PIPE. IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER. WHERE AN 18" SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS, SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPARTMENT SHALL w w w w.... , : ,.... ..........�. . .....� ... �. ��.. BE REQUIRED. ro POUR At1AfNST a 4 a pm • * �mmll-- [MMEX MAI WAIRMIMEM NOTES: 1. 2500 PSI CONCRETE TO BE USED ... 2. BLOCK DIMENSIONS ARE BASED UPON ' SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL Z1 a DESIGN WILL BE REQUIRED.. a d 4 .a 3. WHERE 90' CREST VERTICAL BEND IS c REQUIRED APPROVAL MUST FIRST BE RESTRRESTRAININ A-SE OBTAINED FROM THE ENGINEER. A SPECIAL DESIGN WILL BE REQUIRED. DOTE 4 °- 4. 2—#6 fREINFORCING RODS REQUIRED FOR 16" 4, 45' B . D; 1 #6 REINFORCING ROD REQUIRED 4. FOR A'GL OTHER BENDS. EXPOSED BARS TO 0 BE PROVIDED WITH PROTECTIVE COATING. ELEVATION a d,. NOTE' CREST VERTICAL BENDS IN ADDITION TO THE CONCRETE THRUST BLOCKS, ALL FITTINGS TO BE TIED TOGETHER WITH 3/4" GALVANIZED THREADED RODS, AND ANY OTHER SPECIALS AS DIRECTED BY THE WATER DISTRICT, • UIRED �� •.. •A WON IMEM • • 1WO 1=01000 * * NCI 1WO OWN OME* * IWO # CAIJ i3 ICalI YEBI CIfIIt PINE R,106E ., PAf1I \DET I. dwR MORMON 4 EXISTING WATER MAIN VAL "APING SLEEVE PROPOSED WATER MAIN CONNECTION TO EXIST. WATER MAIN NOTES: - PLAN low a i i TO BE * 2. BLOCK DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF aaa PSI ANDWATERa ! PRESSURE PSI SECTION ..WHERE SOIL BEARING IS LESS a• WATER PRESSURE IS GREATER, A SPECIAL HORIZONTAL BENDS- DESIGN i q i-- PLAN % I A. S ELEVATION THESE TWO FACES TO BE POURED AGAINST UNDISTURBED EARTH, 4• a a VOLUME MOO * "* WO C m* ® �* WO SON ®rMOO W WE" 000100�� NOTES 1. 2500 PSI CONCRETE TO BE USED 2. BLOCK DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL DESIGN WILL BE REQUIRED. 3. BEND TO BE SET AGAINST UNDISTURBED EARTH, BACKFILL TO BE FIRMLY TAMPED, OR BLOCK TO BE FURNISHED AS DIRECTED BY THE ENGINEER. BLOCK TO POURED AGAINST [_,AIIlIJ UNDISTURBED EARTH PLAN +! 4 - a ,:. 4 + j e . , d M SECTION 'AA 0 BRANCH OF TEE ;• a a a * * O 1WOM OW IWO� NOTES: 1. 2500 PSI CONCRETE TO BE USED 2. BLOCK I LOC DIMENSIONS ARE BASEDP UPON SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL �ES �•DESIGN WILL BE REQUIRED. + , LA- 3CKS TO BE POURED AGAINST UNDISTURBED EARTH ELEVAT NG •• + a a � MUM MONO �00#10 roun NOTES: 1. 2500 PSI CONCRETE TO BE USED — -- 2. BLOCK DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL DESIGN WILL BE REQUIRED. 3. FOR USE ON ABANDONED LINES AND DEAD ENDS WHERE NO EXTENSION IS CONTEMPLATED. CAPS, PLUGS AND VALVES FILTER FABRIC ALL A 1 /4" TO 1 /2" GRAVEL FILTER FABRIC ALL A 4" PERFORATED EACH SIDE UNDERDRAIN LATERALS, SECTION 0 a � O C.� Q O e 00 4" LATERAL i CONNECTION TO 0 COLLECTOR WITH WYE HUDS01Y.e. PA CIFIC DESIGNS, 1NC. UMSCAPE 2'CHI'TE'CTt= mV'V1`I'tON:IfI"Ew'" PLANNING P.O. Bil 3749 IOWGSTON, NY 12402 (914) 339-6963 P (914) 339-7066 F hudpecnyIii coin DOL PH RO TFEL ENGINEERING 200 White Plains Road Torrj4own, New York 10591 (914) 6JI-8600 Phone (914) 631-5769 Fox coX�etn�s" uxt � sx�►a sutra' Jig Loco Road N6urtakootw County AAport wwo ftkm mw Yak tow$ P/el (014) 849�-nW Faw : (014) 949-7".i' ft! raoomAPHIC w ORMA nol SHE GRADE HEREON WAS INTERPOLATED FROM AN ACTUAL t7£LD S URW Y - f/'"zY- z %/ •/,� /j PERFORMED BY cavrRAC TORS' UNE m `�\ ��\�j���/�°\�f/` & GRADE SOUTY fN APPROXIMATE uss5 oA rUM. CLEAN OUT CAP TO BE BURIED AND LOCATION TIED a m z guy 111 WATER NOTES 1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE WATER DEPARTMENT HAVING JURISDICTION AND IN ACCORDANCE WITH REQUIREMENTS AND SPECIFICATIONS AS SET FOURTH BY THE SUPERINTENDENT OF THE WATER WORKS. 2. MINIMUM COVER FOR WATER MAINS TO BE 4'-0" OR AS DIRECTED BY THE SUPERINTENDENT OF THE WATER DEPARTMENT TO MEET FIELD CONDITIONS. 3. HYDRANTS ARE TO BE LOCATED IN ACCORDANCE WITH THE WATER DEPARTMENT REQUIREMENTS. 4. THE SUPERINTENDENT OF THE WATER WORKS DECISION SHALL BE FINAL ON ANY CONSTRUCTION DISPUTES TO MEET FIELD CONDITIONS. 5. WATER MAIN PASSES UNDER SEWER. A MINIMUM OF 18 INCHES VERTICAL CLEARANCE IS REQUIRED. ALL WORK MUST BE CARRIED OUT IN ACCORDANCE WITH REQUIREMENTS OF THE WATER WORKS, 6. ALL WATER MAINS $HAIL BE TYPE AND WEIGHT AS SPECIFIED BY THE WATER WORKS. 7. ALL WATER MAINS TO BE DIP CL. 54 CEMENT LINED. 8. WATER MAINS INSTALLED IN FILL AREAS WITHIN EASEMENTS SHALL HAVE FILL UNDER PIPE PLACED AND COMPACTED IN 8" LAYERS TO HAVE A PROCTOR DENSITY OF 98%; TO BE TESTED AND CERTIFIED. 9. PROVIDE CURB VALVE AND CURB BOX AT END OF WATER SERVICE LINE IN BACK OF CURB. 10. AIR RELIEF VALVES SHALL BE PLACED ON WATER LINES AT GRADE PEAKS WHERE ELEVATION DIFFERENCES EXCEED 30 FEET OR AS DIRECTED BY THE SUPERINTENDENT OF WATER DEPARTMENT, 11. ALL WATER MAINS TO BE PRESSURE TESTED AND CHLORINATED IN ACCORDANCE WITH AWWA STANDARDS C 600--93 SECTION 4 ,& C 651-92 EXCEPT SEC. 5.1 TABLET METHOD. ALL BACTERIOLOGICAL TESTING MUST BE PERFORMED BY A NYS APPROVED LABORATORY AND SENT TO AND APPROVED BY WESTCHESTER COUNTY DEPARTMENT OF HEALTH BEFORE WATER MAIN IS PUT INTO SERVICE. ALL PRESSURE TESTING MUST BE PERFORMED, AND WITNESSED BY A NYS PE, AND ALL RESULTS CERTIFIED TO THE WCDOH BEFORE WATER MAIN IS PUT INTO SERVICE. 12 ONLY DETAILS RELEVANT TO THE SPECIFIC WATER SUPPLY IMPROVEMENTS SHOWN a Q1,OFES810Nr sj4 3 F0FINE, Q czam PINE R1DG PA RK WLLAGE OF RYE BROOK COUNTY OF HESTCHES TER ,STA TF' OF NEW YORK DETAILS 44-x RAW Ill nuwrr or JLF 10--05--0D ciall or 8-0 -01 ISSUED FOR B . 8-28-01 ON THE PLANS ARE APPLICABLE. J t WEATHERTIGHT COVER QUAZ,rrE tiANDOHLE WITH H2O DE!51GNATION QUAZITE HANDHOLE GRADE GFR RECEPTACLE WITH 1120 DESIGNATION DRAIN 7 7 1/4' RECEPTACLE HANDHOLE NO SCALE CONTRACTOR TO INSTALL (2) TWO 20A I P CIRCUIT B 'tR5. MATCH REAK MANUFACTURER, TYPE. AND RATING 4 # 10 4 # 10 I #) 0 GND I #I OGND 2" PVC 2" PVC 20A I RECEPTACLE 20A Ilp HANDHOLE EX15TING 125A 1201240V PANELBOARD t. Powf-R 511\1 RA "GLE LINE DIAGM NO 5CALE 4 �t t K' 1*4 L A, I #10 GND PVC QUAZITE HANDHOLE W!Th GFR, RECEPTACLE EXISTING PANELBOARD SCHEDULE MAIN BU5 RATINGS: 125A. 1201240 VOLTS, 3 1-HA5t. 4 WIRE FED FROM: UTILITY POLE MINIMUM 5MORTC!RCUIT INTERRUPTION RATING: 10.000 AIC INCOMING FEED; - MAIN BREAKER TRIP: I QOA ENCI-05URE: NffMA I f5TIMATED CONNECTED LOAD: LOCATION : 5HED !NDICATE5 GFC! CIRCUIT BREAKER. DE5CRIPTION LOAD KW C13 TKIP/Plol f ap- NO C!p- NO C5 TRIP/POLE LOAD KW DE5CRIPTfON A [3 EX!;5T!NG LIGHT5 - 20A/ I 1 2 20A/ I LOAD RECEP/UGHT5 5HED GFR RECEPTACLE 1.2 20AI 1 3 4 BLANK 5PARE CIRCUIT 20AI 1 5 G BLANK BLANK 7 8 BLANK BLANK 5 10 BLANK BLANK I1 12 BLANK BLANK 13 14 BLANK BLANK 15 1 G BLANK BLANK 17 16 BLANK BLANK, 19 -z-� 20 BLANK BLANK 21 22 BLANK BLANK 123 24 BLANK ASPHALT CONCRETE TOP CQUR5E I" ALL AREA-9 - DACKFiLL. 501L, SEED EXCAVATE, AND REMOVE TO MATCH, EX5TING ROCK A5 NECE55ARY ALL EXCAVATION. BACKF!LL. AND RESTORATION 1.5 DONE BY THE 51TE GENERAL CONTRACTOR. CONCRETE ENCASE UNDER ROADWAY5 AND PARKING LOTS ASPHALT PATHWAY OR S!DEWA'L-r\ A5PH.ALT CONCOURSE BIWA, COURSE PATHWAY AREAS III �-- 5UB- BA5tf COURSE PATH AREAS 4' ITEM 4 CLEANED AND TAMPED BACKFILL 3" OF 5AND 4 #10 ALL AROUND I #IOGND 2" PVC (2 # 10 5PART) TRFIKSICH DETAIL - Gf R Kf-Cf FTACLE NO SCALE DIMEN5101\15 30" x 3CY'x 24' STEEL FRAME AND COVER !--20 WTILEL LOADNG #4 REINFORCING bAK5 SECTION VIEW PLAN VIEW HAND HOLE DETAIL 10 NO 5CALE I HUDSON PACIFIC DESIGNS 'I IVC. mimm(mle pumm P.O. BOX 3749 5Pf CIFICATION5 AWSM, )qY42402 (914) 339-8063 P I - ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUtREMENT5 OF (914) 339-7068 F THE 1996 NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND hudpeopyftoL com ORDINANCE5 HAVING JUR15DICTION. 2- BEFORE COMMENCING H15 WORK. THE ELECTRICAL CONTRACTOR DLO" SHALL V151T THE PREM15t5 AND NOTIFY THE OWNER AND ARCHITECT - ENGINEERING OF ANY EXISTING CONDITION5 THAT WILL INTERFERE WITH M15 WORK. 200 Mite Plains Road 3 - ALL BRANCH CIRCUIT WIRING SHALL BE TYPE THNIN COPPER. 51ZED Tarrytown; New York 10591 ACCORDING TO THE DRAWING5. 3"5AND (914) 631-8600 Phone ALL AROUND. ALUMINUM CONDUIT ABOVE GROUND. UNDERGROUND (914) 6JI-5769 Fox CONDUITS SHALL HAVE GALVANIZED RIGID STEEL CONDUIT ELBOWS AA AND PVC COATED GALVANIZED RIGID 5TEEL CONDUIT FROM ELBOW m F Jv A04 SN"I"Oor Am* UP THROUGH POLE CONCRETE BASE. BU5HiNG5 5HALL Bf-INSTALLED MV& mmm NOW NO raw Akwa (" #40-no Aw t (NO Soo-m* ON CONDUIT END. rOPOCR~ INFOfiW AN SWJW 4 - ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL 5ERVICES A49*-aV WAS fiV791?PMAW FROW AN ACTUAL FIELD SURWY FACILITIES AND MAKE ARRANGEMENTS WITH OWNER FOR SERVICE PD*VRkW BY COMMAC70MV UAV CONNECTION5. ALL. CONNECTIONS Of 5EKVICff FACILIT!t5 SHALL & GA401F SOUK IN APPRaMA ?E USES DA IM COMPLY WITH LANDLORD AND LOCAL UTILITY COMPANY REQUIREMENTS. PAY ALL fffE5. 5- BALANCE ALL. LOAD5. LYNCH I P.C. 6 - PROVIDE TEMPORARY LIGHT AND POWER FOR CQN5TRUCT!ON. WITH 111SLUMWAS, MY (04)74L-IM GROUND FAULT PROTECTION. COLOR CODE ALL WIRE5 FOR PROPER FhA5E/VOLTAGE IDENTIFICATION. 8- ENGRAVE BAKELITE NAMEPLATE5 5HALL BE INSTALLED IN ALL EQUIPMENT DENOTING FUNCTION OF THE EQUIPMENT OR LOAD 5ERVICE. 9- CUTTING AND PATCHING. EXCAVATION AND BACKf!LL FOR ALL - ELECTRICAL WORK 15 THE RE5PON51BILITY OF THE ELECTRICAL CONTRACTOR. 10- PROPERLY GROUND ELECTRIC 5ERVICE TO 5/6'x I 9-OCOPPER CLAD GROUND ROD, I I - GROUND WIPE 5HALL BE fURN!5NED THROUGHOUT THE ELECTRICAL 5Y5TfM EVEN If NOT 5PECIFICALLY SHOWN. 71 Z4NtUTRAL5 TO BE I O(Yfo RATED. GROUND BARS 25% Of MINIMUM BU5. 13-- CONTRACTOR SHALL REQUEST AND RECEIVE A CODE 53 BEFORE COMMENCING ANY WORK. I'll - I #I OGND 2" PVC POWER DETAIL. NO SCALE /— PINE RID(7t- RK WLAGE OF RYE BROOK COUNTY OF OESTCHEVER S TA 7E OF NEW YORK DETAILS NO TES Issudw fal- b4. $-zb-ol NO AL TERA 770N PERMI MD HD?EOJV EXCEPT AS PRO UNDER WC770N 7209 SUBDIW9M 2 OF THE NEW YORK SrA TE EDUCAPON ,LAW. Oft Y COPIES FROM MC ORIGINAL 'OF THIS DRAWING 7HA TARE MARKED Of 7H rHE ORIGINAL SEAL AND WQVA WRE OF ME ENMVaW SHALL BE COM.99WEDAS WE VA UD CWIES ,, {l t)UI..1i ii ItI I UJInIi,, ` uuux. ffffff �� f hI tlll t iAiibnip Illu..xr.li/!b4x,x.xUil f 1��� MR own lnuuxl!lu...r fi,,,—it .. I .............x,. i tli..x.f.i .......... 1. I 1 fI I,.nu,.y,i .i.. u.yn �.u. tiipunllt,) n ....... nx urxtxuulli,lI 1� I� I I •II{ ffl wl iitx Ili, fll' ►,IIE ,,.e . nl.,r Itiipil inlltuultitf� tlnnrl.r..rrr.' Iliii 11 nlrurnnnlw' IIIIII .nuunn.l 11 ,,f�1I��It irrann........ IIfII Ilf�l 11Yl.i.ilr.l tt ti.ii llllt t41.111.if illt 1............. ti..iiii .. i) ' �.' Ipnnnu.,l f un x.xaxlry { lir,.. fffff ff��f fjl tl� �(IIi Nil�l iIl�fll�..........ilill�IIC. ffihtl. LAYOUT PLAN DETAIL SHEET 1 UTILITY PLAN IRRIGATION AND UNDERDRAI DETAILS 1 m IV L5 FlIj H E ml HUDSON PACIFIC DESIGNS, INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING P.O. BOX 3749 KINGSTON, NY 12402 (914) 339-6963 P (914) 339-7068 F hudpacny*aol. com DOLPH RD TFELD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 (914) 631-8600 Phone (914) 631-5769 Fax is Lope ft&4 +Nir""tA► oft"tr ~W Nhft AUWA Aire VW f004 MPOARAPH/C lNFt7VAnaV 4WOW HD?EaV WAS /NMRPOLATED FROM/ AN ACTUAL RELD SJRWY PD O7RMED BY CONMACTORS° UNE & GRADE SOU7H /N APPROX/M/ATF USGS DATUM. PINE RID GE PA R-K- IALLAGE OF RYE BROOk rOUNrY OF WSACHESMDR S M Mr OF NEW OR. ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. r SEDIMENT ERUSIC V ,0NTR0 ----------------- LEGFND GAD___-`_---- ; ' ,.' `. __' •_• �'�-.♦- ,' ,--`��-�.. A� p A! PROPERTY LINE - X GENERAL NOTES HUDSON EXISTING CURB ___ -__ _-- _____- -~ /f,;/,'1' - F �•,: 2G/ `4 ' ,% - /n�T" s p -•----....,,`♦ � g' `�. ,°" 1. THE ENGINEER IS AUTHORIZED TO MAKE ANY --- �Q�. / IMPROVEMENTS SHOWN ON OR NOT SHOWN ON CONTRACTORAWIN PROPOSE© CURB __________ __________ _ _ _ ___-- 5c��" - "' --- --' "` CS TO _ - -~ - � 2O/ -� �` d ° ♦' �` MEET FIELD CON PACI %f DITiONS. 1 �✓ t 215.30 EXISTING SPOT EL-EVAT+ON`S------M-- `_- 0 '219/ {�,- ____ ___ /! 1Q6 , `\.\\ 2. THE UTILITY MAINS, DUCTS, POLES AND SERVICES IN THE DESIGNS, INC". CONSTRUCTION AREA, WHERE SHOWN ON THE CONTRACT DRAWINGS ARE LANDSCAI,E ARCR=CTLTRE 22 0 ` , F:NYIROMWMAL PLAWNG 215.30 PROPOSED SPOT ELEVATIONS �,�.,.------"_-----______ __ �. _ _ /f, 6f, /,-___-_-___ 2�1,2 x� �.�\, AT THE APPROXIMATE LOCAiiONS FURNISHED BY THE VARIOUS aao EXISTING CONTOUR LINES CRITICAL AREA SEEDING► _ - ` `,'�� ,''`' _ � `� `���. UTIUTIEs CONCERNED. WHENEVER EASTING IMPROVEMENT P.O. BOX 3749 d `_- -_+ ♦ \ MOST`ON, NY 12402 -1� '" -- _ ` INFORMATION IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED -■•-•..?� PROPOSED C�}P}-T•�1�1R'" LINES _ _____________ ----_- -`" _,> ,2 ,,..' --_- f..- p+� --- `.,`�,♦ `,,,% TO THE CONTRACTOR AT A LATER DATE IT IS STOOD THAT SUCH (914) 39-6963 P CID.) y6' --'- ---- .,__ ti *\ , r INFORMATION IS FURNISHED IN GOOD FAITH FOR THE CONTRACTOR'S (914) 339-7088 F EXISTING UTILITY POLE frl T ----------- �,, / ` -.` _._ __" �t , `ti �` ��``` ��•`, g1 CONVENIENCE. THE CONTRACTOR MUST INTERPRET THIS INFORMATION hudpacuftoLcom / ii '` `t °`. �`°.. X� ACCORDING TO HIS OWN JUDGEMENT, AND DUST MAKE HIS OWN EXISTING LIGHT POLE--- CONTRACTOR WILL NEED DETERMINATIONS REGARDING THE LOCATION OF ALL IMPROVEMENTS. NO 1 ° ~ ` CLAIM WILL BE ALLOWED BECAUSE INCORRECT, I r Jr.r 'r •.,.� /� d®.,'dd i tt I/ " \\ ♦ / INCOMPLETE OR DOLPH RO TFELD _________________ d- a �.> `� '' "r' OwNTTED EXISTING IMPROVEMENTS INFORMATION. o PROPOSER --CATCH BASIN �` `- -- _____________ " t+ ° 1 C3 CONFIRM STOCKPILE ENGINEERING C] EXISTING DRAIN INLET ... __ ��,--'f Z dd-'d ii i } � ,°°, Iry Q �� d-------------------- t'tt , �,f �rr�ge --QUANTITY r PRIOR T�►�,+► BIDDING, 3. ALL WORK, MATERIALS, SPECIFICATIONS, REGULATIONS, RULES, ��® White Plains Road PROPOSED DRAIN INLET �' -,' 13 dr ,�t r ,' tS �' /j t ,pp PERMITS, ETC., OF ALL STATE, COUNTY AND LOCAL GOVERNMENTS, Tarrytown, New York 10591 /r/ r,- s.2 'ddd i0g1 f1l�t 1jS� 6• l `\ I t1 O EXISTING DRAIN MANHOLE` �, - �x.2----------------- /! t,t ' $a, _r- t � \ AND ALL UTILITY AGENCIES SMALL BE FOLLOWED BY THE (914) 631-8600 Phone o PR P`t9SRtD DRAIN.AIVHOLE `� ; ,2�`°:, - =__ -�-- - _ -- _ - -=__ - i i$° SEE EMBANKMENT STABILIZATION DETAIL CONTRACTOR. 914 , ''� - __ _ __-__ '1 _ ) 631--5769 Fox THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE STATE OF NEW _ LABOR,INDUSTRIAL CODE RULE 53 - NBOARD OF STANDARDS AND APPEALS CO MW & LAWN SV� Ati - YORK DEPARTMENT OF ® EXISTI SEWER MANHOLE i // `� i r,rx at'�it i ?l1 ► I `- -- _ --- _ .�`,�° PRC}POSEDEWER-MANHOLE _ ,< 2t2 /!` �,. _... 1`11 t; ��� .... �` ° ` \ 2 ' & DEMOLITION OPERATIONS AT ORNEARUNDERGROUNDEXCAVATION AND ' FACILITIES" r i r� , Fax: (014) 90-r�ra /f ! i III °i ?j� ` \ �` e _' „� --�. �� �, , i % X2 _ ' EFFECTIVE APRIL 1, 1975. THE CONTRACTOR WILL REQUIRED TO TOPOGRAPHIC IN+'FORMA7'76N SHOWN 'CY ��Ci,STING H�'1�RA ' `''�- % '• �� ` \ `,\ /` ``'','1" COMPLY WITH ALL APPLICABLE REQUIREMENTS OF INDUSTRIAL CODE rl` 1PR0PL° HYDRANT f f _ _r x2f,"{r� . �`` i?' d d d 3g HEREON 6YAS'NTERPtXATED FROA/ RULE 53. ..r , �' \ \� t .Jr■" ° °-•,�,..,,. , ...� -•.. _ .,. %,,,.- :-�' ' • 2i5• AN ACTUAL f7ELD SURVEY --_ , \ s.•r .l , / -,.� PERFORMED .BY CONTRACTARS' LINE --'" X�/ pgco x1 d,d- ' �,,, `, \'" "� a1 ,� '\� i ♦__- ''�;�1.;� ;, �. d'''" __s `` 2, S. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, &GRADE SOU7H 7N APPROXIMATE l xZ r,,.» \ $ \\ ,ZO$.5 i ;0\, -- = _ � - l r _ _ _ - - _ _ , ETC., FOR MAINTENANCE AND PROTECTION OF a FOR THE uses DA iz1M. _ _ '00e _ ' DURATION OF THIS CONTRACT, ALL IN ACCORDANCE Will THE LATEST �.,.d / ~ �.�.-_. s+..TfIYV YiilVi.W '* , •-__" _ - !., `-..`-----______ ___�` NYSDOT MANUAL OF TRAFFIC LES, REGULATIONS AND / !! r----------------- --` ♦♦ THE CONTRACTOR SHALL COMPLY WITH ALL RU DIRECTIVES OF THE LOCAL POLICE DEPARTMENT. - -__ �/ $ " Zpg.75 ,/ "� f ='��ti ``` - '' , �i ``* i \\, \`\ y\\ - �``-2f ---_ `� 7• THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES 00. 0090 x1� ` 11 ��`� \`\``'°'�1�/'�� \ \\ i 09 TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE CONSTRUCTION. jjj THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED SPACE ENTRY / f �► \ `�`'%. \x i + `� '� 1 REQUIREMENTS (29 CFR PART 1910). t x2 ' '� • i ' t f 9. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA SHEETING ! . o x \ i i t t x i t r f ,! ' SLAKE � � f 22 � � i 3 r �I i QUIRE�ENIS M29 CFR PART 1926.850, 651, 652 }. 1 I 1 ` 2( .5 d \\ i I I ,3.6 I t i 1 I 1 4' . Ag Q8"` i I ix2 1 MIN TRENCH SLOT � -- .d t / H AS PER WESTCNESER COUNTY BEST mANAr T PRACTICES If f `� gg x Q$ x1° ip `� t ( t X xis & ; 1 i! �1 i ; x ' !( MIRA +TAT EROSION CONTROL /AVEGETATION MAT 1�1 ! t 1 PROPOSED AADE t! t\ 1 \' .'� a.•..��. ..... n... X2'9 \°c ' ` '/'°� ..� I `'09 DI. A-3 i�o ! ! o , X06. iw ! GENERAL NOTES: ! {�O p Tg i 'Sp i X01 209.2�5 + x� 't I�I�I 208.i� ��� �� y � � 03 r V ! r Q ;/O- t , 3.86 i - 6y tt I 1 ! ! 1. DO NOT STRETCH MAT OVER GROUND. MAT SHOULD LAY FLAT. ► e � it /d'i --"" _ d -- --- -_____ -'`° t�, I �72 1/1 � Og gy2 �y \ ! Z CUT CHECK SLOTS ACROSS BOTTOM AND UP THE SIDES OF THE SLOPE. ! t _ _ - A6 ° x , , / 2 -- - 10 / , ! , r g \ t \ , L !t 3. STAKE AT S TO 5 INTERVALS AI NG EDGE OR iN TRENCH. o td' 'LO x ;. 'Of ! 4. OVERLAP EACH ROLL END OF M4BY 3' WITH UPS LORE MAT ON TOP. OVERLAP ADJACENT EDGES OF 4AT BY 3" AND STAKE. gA . 209.39 / CONTRACTOR TO FOLLOW MANUF/ CTURF.S INSTALLATIONS GUI ! Z 1 g 0 x0. 9 CLtiiVT >; / ' % x Q 6 2Q9.50 209.40 x10' �2 � 10 11 ` `" -, y i y3$ r f/ // t xry0 01' d, -- `` g` = - jQ9 \ t�, t__X� �;°g59" 6y' oy 1p, s EMBANKMENT S VAn/ UZATIUN 8` ;1 ! x011 X01 x2°` - 'R` = .= - _', x2� 1�. _ 6 �---` a x�°0�\,-'''```�, x ° `' -- -- -- -- PINE RID VL ^' 0 _ -!_~" _ ! / � `tom , x1 2fR ! 1 'fY`x ` 1 SILT FENCE AS �DERED BY ENGINEER �a6 I ,---`---__ Sfane Lined ,,-r ��/II � :,�.°:. r AGE' OF RYE BROOK i r �` o^ ```� s�ror_ _____ . ok1 COUNTS`' OF WESTCpESTER yQ 1Q`--_-os STATE OF NEW YORK rf 1 �01 i ffi0.1� 2°6 _r 01, 209.11 x 4h �"" ,r ci? x / t axiar srrrs r Q6 d---------------------" yk / ,�f /1 1\ �\ \\\ : ` 1 t 11 x2 rr / x� � Jdd !` fry X2° `''�~-"``` Og dd'� �` --�'° / F�' _ _ - �06 /° ✓r �\ �\ \� ' :r. 1 r d ..-- X, '' 208.30 209.5 GRADING AND ••'"''� ..`'' " �`d.-` •/ `', .' 3 Jar �`9 '; '� `; \� �• i � 2 ' r 1 � J f �,, 201k� � _ aid-- •-' � �p�_-_-.__ _,r x2°`I `\\ \\� �NT !/' ---_50 DMH. A --X X� _ __ \ , / SEDEVE,1L�.31V1 `. !60 ` `r \ -•-_.. i RiM o7.50 pk' ,,' _X'�o�• ,\ � '� \� 2a60 + ` , >! r f`-� iNi�. 202.80(18 } �� r ._.•.. '`--- - / / EX/STING \ `� \ x� 4/1. ��� -o. + 207.75 �---- �-__ t 3 \ \ 1 �Q r X DI. A-4 pp1. ?p9�?p9 STORhf WtITER \ `\ ` \ 11 1 � :, x 1 Q RIM 207.20 X \`� xo6 209.50 y i ° 6y ' RETEN71ON 2 a `\ x1 x2° INV. 203.19 j 3 ( DMH. yA-Y ► >� Q .: If ' EX. DRAIN MH. I tth nod' e� 209.25_ _ RIM 207.50 „ ti ' INV. " CS `\ Y iT V /j ` -. �G� "O d " '' INV. 203.97(18 } , �� 201.10 (18) 1 � : II 2f '109t ----208XX , ! a 4 rtp �f +p \ \�i '�,-- H*470*4711 �__- 17 - L 207. 1. fl 'S 'C LV� QQ� 4° *�iG�i, - - z �` (t7Y-Zf% Apr .. `,�I ,r \ k Q�3 [ 2� ,g 1 , ? 01 � �� 208.o5-- ° Sv _� ` 1k •��.J--:�•a Q ��p d /ems ����� / x21 i 1 %� ZUR 3 x2 -- 2ll - -,176 Zpfi?- _ Q 2.p.- 1 j(�nfe 12" .!! /e 10" �tfo /e JO' Oo x 9' - lopQ Z :..,... _ Irri ': i-••' g6 _ _ 1 , w _. T. 6" Pine : •' -•.• . "..: ' :...•...... •.,.::, .,. ,r 9 � �,...90 � Duis P0011 0 en _ . . 1 x 24 Pine -- o - -- ��� __ l Y _ �..1.�'!'ine r '}''..,�`-�� X --__.. __ k't-- „,_ --- -- -- --kg ''' �tN2THY ��' 1(7-N� 01 .,.- - O"Pine k1 >2"Oak g, rrnri4i.�..Jr.211 % Jr°^`0a p Ai pg. 5 g g3 18'Elm 09 6y _ 2p j'� Z7'"6'' ` 2O" Mapfe Z p6- !- 09 - c ks 209.111 g2 ,. X 0 5 ' 2,p i or 4. 18" Maple / 9 >2"Pine o g, ^`- ii�% g X 212'� � J l 9 \ Al >2" l�ne ,r'� 15" Pine 1 Frn� g3 r8 a !1 �_ �"7" 1 -"4Dg - - .,2 �` �j< 16" Pi 6 f 1 10 i / Sewer 2 \ x ". �.--......... A 1 gip 1D"Pine _ /stet 4 �� x 209.95 + 0� -' Monha/e x rt--......... ,., g' g �, " - Ri -209 %�� Chain 13 d Rim 211.l' 20Pine p9 � x ---_._ 2 1 '� - / " 16"Pine ,/ _ a Ou 2OT.1 (`� N I Lrnk Fence ,° d''/ /n3 �E,f k '\` Mac dam r7Ffng 0 _ X� ©rairrage , "Pine 2O"Pine 1 "Pine ry DI. A 1 b Manho% 11 l r,W-2452 4V °° ii,�g``♦ gsh g66 ~�� 12"Maple 16" Pi ip,0018"Pine �. 208.5 h'sm 2os r 1 x r2" Mapt�* xap 8a ^ 16 g1 1p'dr INV. In zero (E� �2 2iiA° _ _ 11 X 09 ag 2 BC 210.25 dyt=1� r' (� k x x2 �,d- '�` 1 TIC 210.75 to .4F C F-i L_ N E x2 iQ" o k1 Q � -- l._.. I N Rar/road Ire r 0.65 A M C H E ,• Sono' Sax •.1 u x ° ,p 16'Pine 210.42 OH Tennis Courts 0 21 1 jf2�1 io-0 ii 4'� r'. 1/. oProx. C rt M471*117X 9 J x� ? 20"Pine 20 Prue BC Q.$t 1 ,pt 'd-ti 2 O//,W- y'l Oki x ` x2ip i0�° 10 X r81kpine rd213- >o. =� era. r g3 x� 4�0 1? v t 1/ 35 _ \ 2rp /e 0 ,10 Concrete B/ock ff'att9� 2>Q�3 2ip•gy x �t t 1 '�� i3• \ ---- �raas \ Charir L/n 11QJ9B , X \ANY k I Fence OR EViSIONS OF THESE PLANS, UNLESS 20"Pine DO E BY OR UNDER THE DIRECTION OF THE NYS LICENSED a d \ AN REGISTERED ENGINEER THAT PREPARED THEM, IS A t VIOLATION OF THE NYS EDUCATION LAW. �`\ACAD-DWG\RYESRQDK\PINE RIDGE PARK\SITE.DWG -Jungle Gym 00 '40 OM;e3 COWCMI& q,4:,C* Light r~�� Drop Inlet 117Y=20e 7' 1,?V=2M 7' ,OrO,O /,7/&t metal Cover 4'pvc R,717 R0170' r1& 1�p I Retainingft'll —"�LL I EI ck )7 --/1X V4010 .y WOOO(MW memorial Plaque Basketball courts (40,01-0,r court` A(MV7,q,) ALTERNATE "A" .......... b ELECTRIC .RISER ... ............. FOR, Sm .9 No' 4 41tlllt p, Role buy jivows /VS jr Curb Catch 90S///7 R11 7 7 =-907 9 Out=Z052' KEG 0 /1 7 '9 2* LIGHTING CONDUIT (TYP.) CONDUIT FOR RELOCATED OVERHEAD ---IMRE (CONDUIT SIZE TO BE QETER41VL 2 a no, Ch,7117 "'am" PROPOSED ELECT. PULL BOX ELECTRIC RISER UNDERGROUNDfftb ltrjt o fim yzx I CAP SANITARY SEWER AT 4" D1. A —lb CM97AM-AUT-.�MID C1 1-n 10c I I a= relmvfs I courts j'4'0,0r0z C*d A(mkivg) Chafe Lfirk Fence 61Q1.jrAW 0HO" ALTERNATE "A" Chain dop Link OH LOCATE, o GHT STANDARD TYP. OHW- ol-� sewer '� 4" WATER SERVICE CL 54 DIP Rlln=210 7' OHI# 0vt=20J9' (-N,) ELECTRIC CONDUIT TO LIGHT STANDARDS 00 H 00 .01 ;� 0 ON curb loll 0 v oe A 0HI'v ti 00 PROVIDE WATER METER IN PIT IN ACCORDANCE WITH Wafer ° Yalves0000 NEW YORK AMERICAN WATER. sewe SAW CUT EXISTING PAVEMENT FOR FULL DEPTH PAVEMENT REPLACEMENT CONNECT TO, EXISTING WATER WITH TAPPING SLEEVE AND GATE VALVE IN ACCORDANCE WITH NEW YORK AMERICAN WATER n i HUDSON PACIFIC LEGEND DESIGNS., INC. LANDSCAPE 0CW=CTUR9 RNMOIGIENTAI, PLANMG c0b EXISTING UTILITY POLE P.O. BOX 3749 EXISTING LIGHT POLE KNGSTON, NY 12402 Io PROPOSED CATCH BASIN (914) 339-6963 P (914) 339-7068 F 0 EXISTING DRAIN INLET hudp&cny*aoLcom El PROPOSED DRAIN INLET DOLPH ROTFELD EXISTING DRAIN MANHOLE ENGINEERING PROPOSED DRAIN MANHOLE 200 White Plains Rood G) EXISTING SEWER MANHOLE Tarrytown, New York 10591 (914) 631-8600 Phone • PROPOSED SEWER MANHOLE (914) 6J1-5769 Fox EXISTING HYDRANT Orr MC?VAr ZW & CAMS SeVro � is LOW ftV4 ""~w cawfy Xhft Abh4 ftv Yw* 108M PROPOSED HYDRANT 0 EXISTING GATE VALVE #40-7M For. (104) 04-mys TOPOGRAPHIC INFORMA 770V SHOWN iM PROPOSED GATE VALVE HEREON WAS INTERPOLATED FRW AN ACTUAL FIELD SURVEY ST— EXISTING STORM PIPE PERFORMED BY COWRACTURS'UNE STORM & GRADE SOUTH IN APPROXIMATE PROPOSED STORM PIPE USGS DATUM. SAN- — EXSITING SANITARY SEWER PIPE SANITARY PROPOSED SANITARY SEWER PIPE w EXISTING WATER MAIN WATER MAIN PROPOSED WATER MAIN PROPOSED PERFORATED UNDER DRAIN E PROPOSED RELOCATED ELECTRIC SERVICE — - — - — - PROPOSED CONDUIT FOR LIGHTING PINE RIDGE PARK VILLAGE OF RYE BROOK COUNTY OF RESrCHES7ER S TATE, OF NEW YORK 30 10 0 nn m 20'— 0" maw E N-14 S J� W x"m A&TS muwx By JLF 10-05-06" affircm BY 1"':\kCAD-DWG\RYEBR00K\PINE RIDGE PARK\SITE.DWG ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. 909 Series Sizes: 3/4" to 2" PURPOSE PRESSURE - To prevent back-siphonage and backpressure TEMPERATURE backfiow of contaminated water into the Series 909 suitable for supply pressure up t potable water supply, when installed at 175 PSI and water temperatures up to 140 each high hazard cross connection. Suffix HW stainless steel check modules for MATERIALS water temperature up to 2107 and harsh Bronze body construction, durable tight- water conditions. seating, rubber check valve and relief valve assemblies. Bronze body ball valve test cocks. CONNEC11ONS Series 909 Celcon check seats. Series 909HW Sizes 3/4' - 2" have female threaded body stainless steel check seats. Stainless steel N.P.T. connections relief valve seats, shafts, and flange bolts. Standordly furnished with N.P.T. body connec- tions and non -rising stem (NRS) gate valve shut -offs, CAPACITY No. 909 Sizes 3/4" - 1" ®IN-®®®�®® M1 �r - QPAL No. 909 Sizes 1 1/4". 1 1/2". 2" F ENNEEMENE MENENNEN=M®MMEMME MMMMMMr■■MMMMMM EMEMM ■MEN2 MGM ■EMME iMEMNAMEN21M 20 40 60 so 100 120 140 160 FLOW - G.PAL Series 909 provides superior protection in cross connection control for both cold and hot water installations. A unique, patented design incorporating the "air-in/water-out" principle, providing substantially improved relief valve discharge perform- ance during the emergency conditions of combined back-siphonage and back pressure with both checks fouled. OPTIONS: (Options can be combined) Suffix S -with bronze strainer HW -with stainless steel check modules for hot water and aggressive water conditions. QT -with 1/4 turn, full port, resilient seated, bronze boll valve shut -offs LF -with out shut-off valves. Prefix U -with integral body unions (3/4" and 1" only) Prefix FAE -with flanged adapter ends (1 1 /4", 1 1/2". 2" only) NOTE: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary. For vertical installations, a vent elbow is also necessary and the direction of flow must be (up) for 3/4" - 2". FEATURES Superior protection against com- Ball valve test cocks bined back- siphon age/back pressure Low pressure drop backflow (air-in/water-out principle) Simple and economical service Modular design with replaceable seats DIMENSIONS -WEIGHT (ore approximate) A B.�� B Q lap D D E E F �-+-G Size DIMENSIONS (inches) A B C D E F G width Total Weightt(ihbs) Strainer Strainer 3/4" 18 13 7 5/16 4 4 3/4" 9 3/4 5 1/4 3 7/8 14 15 5/8 1r 19 13 1/2 7 5/16 4 4 3/4" 11 1/2 5 1/2 3 7/8 15 17 1/2 1 1/4' 22 1/8 16 5/8 10 3/8 5 6 5/8 12 1/2 6 5 1/4 40 42 3/4 1 1/2- 22 5/16 16 7/8 10 3/8 5 6 5/8 13 1/2 6 5 1/4 40 44 2- 25 5/16 17 5/8 10 3/8 5 6 5/8 14 1/2 6 1/4 5 1/4 40 47 3/8 QT 3/4" 21 1/4 17 1/4 7 5/16 4 4 3/4 11 1/4 6 3/4 3 7/8 14 15 5/8 1' 22 1/4 17 3/16 7 5/16 4 4 3/4 13 7 3 7/8 15 17 1/2 1 1/4- 25 5/8 20 5/8 10 3/4 5 6 5/8 14 7 1/2 5 1/4 40 42 3/4 1 1/2' 27 3/16 21 3/4 10 3/8 5 6 5/8 15 7 1/2 5 1/4 40 44 2" 30 1/4 23 5/8 to 3/8 5 6 5/6 16 7 3/4 15 1/4 40 47 3/4 p .� err. om Co LEGEND PACIFIC `� EXISTING UTILITY POLE, .DESIGNS, INC'. p?�• �0�`'� ' �� ' LANDSCAPE ARCHITECTURE EXISTING LIGHT POLE ENVIRONMENTAL PLtI�N UG INV 207 " • ` P.O. BOX 3749 o PROPOSED CATCH BASIN co, . ` y ENGSTON, NY 12402 �. 0 EXISTING DRAIN INLET (914) 339-6983 P ® PROPOSED DRAIN INLET qc��° `" , ` ���•� " ?" � h$udpa ny*laoLcora ® EXISTING DRAIN MANHOLE ��°°1 '' �`o' ``' � • ` d+ G� PROPOSED DRAIN MANHOLES y� I QCILPH RC?TFFL© O EXISTING SEWER MANHOLE ,INV, 206.0 ENGINEERING ' ' ' + , , ! �`•L1. ` " . ` 2 A 'i�` 200 White Plains Road <" Tarr own, Nero York 10591 PROPOSED SEWER MANHOLE ` ' ' ' ' ! i f1 ,2963p 4'1: �► • " Y# EXISTING HYDRANT 'NV-206.70 ' ` . ` v , d (914) 631-8600 Phone 2p6. 7p , ' ` " . ' "¢�. , ` j •,� 2(914) 6Jl -5769 Fox 7 ' PROPOSED HYDRANT IN , 2 iNV, 0 01` " ` ` ` 1 'b . � � O EXISTING GATE VALVE o ry + , , , , f ! , \� , 4`1G ,��1• + 58 Low � C •,, I f PROPOSED GATE VALVE fVY 12Q519Q , , , , tNV. 206. 1 ` . `�P . ` �} �,« (014) 00-nW Fdw. lar4, �-n�ra sT.----- - -- EXISTING STORM PiPE W F I � ��� 4�� `. �` � � TOPOGRAPHIC INFORMATION WOW IN �, .�•; " lk • HEREON WAS INTERPOLATED FRAM/ STORM p� r , 2X40 a \ . DI: A-3 AN ACTUAL HELD SURVFY PROPOSED STORM PIPE � � 4" PfRfORq�D , , INv, 205,50 � � � ` `RIM 208.0 u' ' �A�DFs�7tI IN aR�R aS�rA�E .,__. SON. _ ...•. EXSiTING SANITARY SEWER PIPE � PVC 11P, � , , , !NVI �� . INV. 203.$6 USGS DA i'i',IM. SANITARY �II I lb ` PROPOSED SANITARY SEWER PIPE ! ` '�i _ �y.ryp ` .�'1# --- ___ INY, �' " 1 Co --j W EXISTING WATER MAIN a , , , 2 1 r r `$� _ -- / -,... �,- WATER MAIN , , , f ' 4 S' --..._ PROPOSED WATER MAiN , V A+ /f]��c _ _ �_ `` -- PROPOSED 4 PVC PERFORATED UNDER DRAIN 4 + , , , , BOO z _ :N: _ _ c�- y, ! PROPOSED SPRINKLER HEAD INV205,60 _ -. �` a: _ z� PROPOSED BRASS VALVE W/ SHUT-OFF ' ' ' ' ! + , , j IN STANDARD PIT FOR HOSE BIB ! ' ' ' ' INV ?94 7'1 1 "INV. 205-60 --® E ..... I' PROPOSED RELOCATED ELECTRIC SERVICE ' ' ; ! _ - - PIvc _ _ to Slone L/ned c" INV, 205.20 - Saole -- •-••- --- -- PROPOSED CONDUIT FOR LIGHTING ' � � r , i � N � �°- c"o_ � u„�� BACKFLOW PREVENTION DEVICE NOTES: 1. By-passes around devices are not permitted. 2.. RPZ devices are to be tested yearly in spring when installed. 3. BFD tested initially and annually by certified and licensed tester. Test results (form DOH 1013) shall be forwarded to WCHD, CWP, owner, engineer or architect and tester. The bockfow preventer must be rebuilt every five years. 4. All devices are to be a minimum of 30" from floors. 5. An anti -rodent screen shall be Installed on the floor drain. 6. RPZ device to be removed each fall and replaced in the spring. 7. Tap is to be made by City of White Plains. 8. All plumbing work to be done by a plumber licensed in the City of White Plains, and according to DPW regulations. 9. No work shall proceed without, CWP and WCHD approval. 10. Water line and irrigation system shall be blown dry when device is removed each fall. 11. Use American made, ULFM approved valves. 12. Backflow preventer arrangement shall not be altered without prior approval by WCHD. 13. Device shall be protected from the highest flood level. 14. Provide 4'-6" cover over water lines. 15. Disinfect and pressure test meter and backfow preventer rig before placing In service, 16. Adequately support\restrain all devices. 17. Where the distance between the water meter and the device is greater than 10 feet, all exposed piping should be stenciled "Feed Line To Backflow Preventer-Do Not Tap" at 5 foot intervals. x wiw 11t WATER FOUNTAIN SERVICE CONNECT TO WATER MAIN PROVIDE CURB $TOP VALVE 2" WATTS 909S-QT RPZ WITH TWO QT RESILIENT SEATED BALL VALVES AND STRAINER LOK BOX OR APPROVED EQUAL PROTECTIVE ENCLOSURE ENCLOSURE TO PROVIDE FOR DRAINAGE, DEVICE REMOVAL, F UV PROTECTION, AND SECURITY. DI. A-4 RIM 207.20 INV, 203.19 Y U .��. SIDE VIEW FLOW IN FROM PLAN VIEW WATER MAIN FLOW OUT TO IRRIGATION SYSTEM RPZ ENCLOSURE DIMENSIONS(INSIDE 2" TYPE "K" COPPER IRRIGATION FEED DEPTH WIDTH MIN. HEIGHT 20" 64" 38" DMH. A-2 E! IYJ6111 INV. 202.80(W) 6,_M 7NO STORM M,r,CR RET£N170N DMH. A-1 ,,,,, „^, ,.,, EX. DRAIN MH. no III PINE RID GE WIN 1 a V ! i ar • .vr ..COUNTY OF WESTCHESTER e, a r = IRRIGATION r r �t+ r r • % r '�' */ AND CAP SANITARY ; ' �. • J , • `TN a8.5 'r � rrr DRA11V RUR-0001.9101 UNDER I 1 1, M POLE AND G ;NNECT EXJISTING 0.171*11111 "Wile ♦III li (� /f00//i, �i i a• i 1 i•_ { A. II III " �,•►• �•! • •♦ • , � e • !r a "r! � � e ��.� �� s • � i !'! ' ! �,�� IIII�IIIIII�, 1 i ! 'r!! ! !• : • • • , r , a t C:\ACAD-DWG\RYEBROOK\PINE RIDGE PARK\SITE.DWG e1 'ED SUITABLE 12" LAYERS 6" MAX DIA. COMPACTED STONES 2 1/2" MAX COMPACTED SELECT ZUSHED STONE OR 'TED 1/2" CEMENT PARGING ONE OUTSIDE 6" #2 CRUSHED STONE UNDISTURBED EARTH • ilia i �i.�s :.:. MI:..� � """,-- _,_ _,-' , PRECAST CATCH BASIN (CB# 6" T NOTE: 1. ALL RIMS TO BE SET AT (BINDER COURSE) PAVEMENT GRADE UNTIL FINAL PAVEMENT COURSE IS PLACED. (IF BASE COURSE WILL BE USED FOR LONGER THAN 3 WEEKS RiMS WILL BE SET TO THIS GRADE & THEN RAISED AS NECCESSARY UPON EACH SUCCESSIVE ASPHALT COURSE. CATCH BASIN DETAILS SHOULD INCLUDE RUNGS INSTALLED AT 12 INCHES ON CENTER AND THE STRUCTURES F SHOULD BE CERTIFIED BY THE MANUFACTURER FOR H2O LOADING A- 1 1/2" TOP COURSE- N.Y.S.D.O.T. ITEM, 403.1701 TYPE 6F B 2" BINDER COURSE- N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 C- 4" to 6" SUB BASE COURSE- N.Y.S.D.O.T. ITEM, 304.05, TYPE 4 AS ORDER BY ENGINEER ROCK EXCAVATION z_ REPLACE WITH 3/4" -' CRUSHED STONE OR BANKRUN GRAVEL AS 12" O.D. 12" DIRECTED. w CL 6" UNDERDRAIN NOTE: TEMPORARY PAVEMENT SHALL BE PLANT MIX BINDER, NYSDOT 403.13, 4" MIN. THICKNESS. ROCK EXCAVATION TRENCH GRADE I A 00 •-• PLASTIC MARKER INSTALLED CONTINOUS a' IN TRENCH. (CAUTION ELECTRIC LINE N BURIED BELOW), ITEM NO. W670.42 BACKFILL WITH SAND MIN. 3' ALL AROUND 0 0- CONDUIT TO BE SiZED TO RELOCATE 0 EXISTING OHW. UNDERGROUND 2" PVC CONDUIT FOR SITE UGHTING LIGHTING AND RELOCATED SECTION TO BOLLARDS OVER HEAD WIRES ELECTRICAL TRENCHING D"'o E B B 0 CAST IRON HANGAR PLATE CAST IRON WALL PLATE A C CAST IRON HOOD CAMPBELL DIMENSIONS IN INCHES PIPE PATTERN NUMBER A B C SIZE 2560 9 1/2 16 4 3 4 2561 11 1/2 20 1/2 5 1/2 8 2562 13 1/4 23 1/2 6 1/2 10 2563 15 3/4 26 7 1/2 12 2564 18 27 9 15 2565 20 27 10 18 *2566 25 1/4 30 11 1/4 21 *2568A 30 35 3/4 15 24 FIN. GRADE CAMPBELL DIMENSIONS IN INCHES PIPE PATTERN NUMBER SIZE A B C D E 2560 210 13 22 8 2561 210 13 22 10 3 1/2 8 1/2 8 2562 210 15 23 12 1/2 3 1/2 7 1/4 10 2563 210 22 33 15 6 9 12 2564 211 23 35 19 3/4 5 1/2 9 3/4 15 2565 210 25 1/4 35 3/4 21 5 8 1/2 18 *2566 210 30 1/2 42 1/4 24 6 10 21 *256800 35 48 27 6 10 1/2 24 * OVER SIZED CATCH BASIN REQUIRED CATCH BASIN TRAP 4 CAMPBELL FRAME & COVER PATTERN NO. 3060 OR APPROVED EQUAL �A 4 4" PRECAST CONC. 4 s x O A . 4 O. " CRUSHED STANE i StrawBale Sediment Barriers Stabilized Construction Entrance Silt Fence '--- 25' MIN. WIDTH 3 h. CLEAN STONE IL 0" FLOW --..- y. COMPACTED SUBGRADE POSTS .,�C1tAW B " SECT1oN FILTER FABRIC SUPPORT NET 4" DEPTH POST FILTER FABRIC SECWW A EMBEDDING DETAIL Awl TOP VIEW --- FLOW START AT EXIST. f, BACKFILL 2 RE -BAR, STEEL PICKETS, OR PAVEMENT B A ANGLE FIRST STAKE TOWARD -- 2" * 2" STAKES 1 1/2' TO 2' COUPL j PREVIOUSLY LAID BALE IN GROUND now 50' MIN. LENGTH FLOW ---.. - PLAN `FC71QM B NATIVE StXt SgXr=i+ A WIRE OR NYLON BOUND BALES INSTALLATION NOTES ' PLACED ON THE CONTOUR 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE TOE -IN MMOMD EQUIVALENT. 2. LENGTH - ID REQUIRED, BUT NOT LESS THAN 50 FEET {EXCEPT A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. y� D i /a ya /�� /y JOINING SECTIONS OF FENCING 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - AT POINTSSFOOT WHERE INGRESS OR EGRESS OCCUR. NIMUM, BUT NOT LESS M THE FULL WADTN INSTALLATION NOTES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY 1. EXCAVATE A 4 INCH * 4 INCH TRENCH ALONG THELOWER PERIMETER OF THE SITE. RESIDENCE LOT. 2. UNROLL A SECTION AT A TIME AND POS17ION THE POSTS AGAINST THE BACK (DOWNSTREAM) 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). INSTALLATION NOTES IS IMPRACTICAL. A MOUSTRUCTION NTSABLLE BERM PIPED TTH 5.1 SLOPES WILTHE L E PERMITTED.TRANCE. IF 3. 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES i. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH FROM THE TRENCH BOTTOM. ADJACENT BALES. WALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS 4. LAY THE TOE -IN FLAP OF FABRIC ONTO iHE'UNDISTURBED BOTTOM OF THE TRENCH, 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" . 3. BALES SHALL BE SECURELY ANCHORED IN PLACE CONDITIONS DEMAND AND REPAIR ANl)!OR CLEANa1T � ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPt DROPPED, BACKFILL THE TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. @Y STAKES OR RE -BAR DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE WASHED OR TRACKED ONTO PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. ANGLED TOWARD PREVIOUSLY LAIRD BALE TO FORCE BALES TOGETHER. B. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO 5. JOIN SECTIONS AS SHOWN ABOVE. 4. BALES MALL E REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, iT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. g, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Inlet Protection Soil Stockpiling General Notes YOODFJt STAKE O- SILT FENCE 3/4' STL>HE 1. Contractor shot] be responsible for compliance with all STRAV BALE ✓ INLET FILTER FABRIC / sediment and erosion control practices. The sediment and FLOW - " FLOW erosion control practices are to be Installed prior to any , major soll disturbances, and maintained until permanent S ROM GRAZE STABILIZE ENTIRE PilE _ protection is established. 4" AE!'TN 6''TH Wi1H VEGETATION OR COVER E OR LESS 2. Tenely maintenance of sediment control structures is the +responsibility of the Contractor. All structures shall be �_2 +maintained In good waking order at all times. The sediment ` level in ail sediment traps shall beclosely monitored and > + " + sediment removed promptly when maximum Ievels are reached or as , • + ordered by the engineer. All sediment control structures • +++" + + + ., „ shall be inspected on a regular basis. and .after each heavy + rain to Insure proper operation as designed. An Inspection INSTALLATION NOTES + + + + schedule shall be set forth prior to the start of construction. SILT 3. The locations and the Installation times of the sediment capturing standards shall be as ordered by the Owner Engkneer, and in accordance with 'Beat 1. EXCAVATE A 6 INCH x 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET the standards set forth In the Mnagenent Practices Monual+. PERIMETER. 2. UNROLL. A SECTION AT A TIME AND POSITIONTHE POSTS AGAINST THE BACK (DOWNSTREAM) MIN. SLOPE STRAWBALES OR 51LTFEN MIN. SLOPE 4. Ail topsoil not to be used for final grading shall be removed from the site Immediately and placed In a stabilized stockpile or fill WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). area. All topsoil required for final grading and stored an site shalt 3. DRIVE THE POST INTO THE GROUND UNTIL THENETTING IS APPROXIMATELY 2 INCHES be limed. fertilized, temporarily seeded and mulched within 21 days. FROM THE TRENCH BOTTOM' 5. Any disturbed areas that will be left exposed more than 21 days 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THEINDISTURBED BOTTOM OF THE TRENCH, and not subject to construction traffic, shall Immediately receive BACKFILL THE TRENCH AND TAMP THE SOIL temporary seeding. Mulch shall be used if the season.prevents STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. the establishment of a temporary cover. S. JOIN SECTIONS AS SHOWN ABOVE SUPPLEMENT WITH GRAVEL PILED AGAINST THE FENCE, Disturbed areas shall be limed and fertilized prior to temporary seeding. INSTALLATION NOTES 6. Dust control to be provided as required using accepted Industry standards. STRAW BALES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 1, PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND 2. SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES SHOULD E LOCATED ON LEVEL PORTIONS OF THE SITE W17H A MINIMUM OF 50-75 FOOT 7. The Contractor shall keep the roadways within the project clear of soil and debris and is responsible for any street THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES SETBACKS FROM TEMPORARY DRAINAGE SWALES. cleaning necessary, as a result of his wok, during the course 2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVING REBARS OR 2" x 2" STAKES THROUGH THE BALES. SUPPLEMENT WiTH GRAVEL, PILED AGAINST THE 3, MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. of the project. BALES' 4. UPON COMPLETION E SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED 6. Sediment and erosion control structures shall be removed and 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION the area stabilized when. the drainage area has been property stabilized by permanent measures. THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED OR COVERED. SEDIMENT SHAD. BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND 9• All sediment and erosion control measures shall be Installed In NOT ERODE. MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. accordance with current edition of "Westchester County Best Management Practices Manual for Erosion and Sediment Control". 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. SEE SPECIFICA71ONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLU71ON SHALL BE MINIMIZED. 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. MANHOLE FRAME & COVER CAMPBELL # 1314B OR APPROVED EQUAL 6A . I.D. 18" SQ.'. t.44 . 00 4 4. ° 4 4 o Z . 2 d, 4 S • e ° • b .ant d' t.. A t , (t . °� f Q ep ° . °°. 4" CONC. SLAB CL. "A" CONC. i BRING TO GRADE WITH BRICKS & MORTAR -* 23 3/4 0 MANHOLE FRAME & COVER NO. 1254 MARKED "DRAIN" APPROVED EQUAL. SOLID COVER, TWO PiCK HOLES (TYP.) 1' MAX. STEEPS x (SEE DETAIL) I (SEEPDET o� a. 48" 48" 6" OF CRUSHED STONE N.Y.S. #2 3 3/4" 8" MIN. 6" STEPS SHALL BE PLACED 7` ` 6" OF CRUSHED APPROXIMATELY 12" ON STONE N.X.S. CENTER FOR THE FULL DEPTH #2 OF THE MANHOLE. NO STEPS WILL CROSS SECTION BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. STEP DETAIL PRECAST CONCRETE MANHOLE ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. H�0 .PACIFIC DESIGNS, INC. L"MSCARR ARCRMCTURE ENYTRONMENTAL PLANNING P.O. BOX 3749 MWGSTON, NY 124OZ (914) 339-6963 P (914) 339- 7068 F hudpacny0aoL com DOLPH RO VELD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 (914) 6X -8600 Phone (914) 6X -5769 Fax 170TA'dt7nRS' L711'8 & GRAM SOliTTBIll Jib Logo Abort W "tdmotw comty AipprE IMIh •Fi N•w Ypk toQOi f%rfa (04) Y4illil 1 For : (914) 040 -7518 TOPOGRAPHIC INFORMA7ION SHOWN HEREON WAS INTERPOLATED FROM AN ACTUAL RELD SURVEY PERFORMED BY COM7RACTORS' LINE >& GRADE SOUTH IN 4PPROXiNA7E USES DATUM. c�tr PINE RIDGE Al Rkf WLLAGE OF RYE BROOK COUNTY OF WESTCHESTER STA TE OF NEW YORK C:\ACAD-DWG\RYEBROOK\PINE RIDGE PARK\DETI.Ii WATER LINE L SEWER OR DRAIN LINE t 10 MIN. I I 10' MIN. DEFLECT PIPE AS PER MANUFACTURER'S RECOMMENDATIONS NOTE : FOR ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR STORM DRAIN SHALL BE A MINIMUM OF 10' FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE PIPE do THE STORM DRAIN SHALL BE DUCTILE IRON. CROSSING OF WATER LINE OVER SANITARY SEWER OR STORM DRAIN N.T.S. SANITARY SEWER OR STORM DRAIN (PRESSURE PIPE) 18" WATER LINE L/2 L/2 NOTE : WHERE WATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN, THE JOINTS OF THE PIPE SHALL BE A MIN. OF 10' FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE PIPE & THE STORM DRAIN SHALL BE DUCTILE IRON PIPE. CROSSING OF WATER LINE UNDER SANITARY SEWER OR STORM DRAIN POUR AGAINST o-4 UNDISTURBED EARTH d 4 4 • d . A� .4 d ® DOUBLE STEEL WEDGE-% go STORM OR �.✓ SANITARY SEWER NOTE: WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF 18" HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT. SEPARATION OF WATER MAINS AND N.T.S. 18' MINIMUM NORMAL CONDITIONS HOUSE. STORM, OR SANITARY SEWER UNUSUAL CONDITIONS WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF 18" MIN. BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE SUPPORTED AS DIRECTED BY THE ENGINEER. TO THE EXTENT FEASIBLE, JOINTS IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER. WHERE AN 18" SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS, SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPARTMENT SHALL BE REQUIRED. SEPARATION OF WATER MAINS AND SEWER CROSSINGS NOTES: 1. 2500 PSI CONCRETE TO BE USED • 2. BLOCK DIMENSIONS ARE BASED UPON • ' SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL 4 " 4 DESIGN WILL BE REQUIRED. d 4 '4 3. WHERE 90' CREST VERTICAL BEND IS ° -. c REQUIRED APPROVAL MUST FIRST BE BANDS BANDS -SE E OBTAINED FROM THE ENGINEER. A NOTE 4 SPECIAL DESIGN WILL BE REQUIRED. ° 4. 2-#6 REINFORCING RODS REQUIRED FOR 16" A. 45 BEND; 1 #6 REINFORCING ROD REQUIRED 4. FOR ALL OTHER BENDS, EXPOSED BARS TO Q BE PROVIDED WITH PROTECTIVE COATING. ELEVATION - 4 d•' NOTE: {CREST VERTICAL BENDS IN ADDITION TO THE CONCRETE THRUST BLOCKS, ALL FITTINGS TO BE TIED TOGETHER WITH 3/4" GALVANIZED THREADED RODS, AND ANY OTHER SPECIALS AS DIRECTED BY THE WATER DISTRICT. FIBER --\ CAP, PLUG OR VALVE (CAP SHOWN T - FIN PE BLOCK DIMENSIONS ICVONLCREETEO �'M. E F G UM 1 IN IN � IN FT_ N SIZE I IN "" NOTES: 1. 2500 PSI CONCRETE TO BE USED :. ;• 2. BLOCK DIMENSIONS ARE BASED UPON 1' SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI ' WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL 4 DESIGN WILL BE REQUIRED. 3. TIMBER TO BE DOUGLAS FIR CONSTRUCTION GRADE OR BETTER HORIZONTAL SHEAR 120 PSI - G 4. PROVIDE TAMPED BACKFILL AND/OR ATION BLOCKING TO SUPPORT TIMBER. DEAD ENDS EXISTING WATER MAIN VAL ' ' PPING SLEEVE PROPOSED WATER MAIN N.Y.S.D,O.T. SIZE NO. 2 CRUSHED STONE ENCASEMENT 6" MIN. ALL AROUND -FROM PVC TO 6" BEYOND CPLG. SHORT PIECE OR SWEEP-i 6 2RDIP IL '2 _ NOTE: IF WALL EXISTS AT PROPERTY LINE; EXTEND SERVICE LINE UNDER WALL. L 8'x6" DIP TOWN APPROVED "FERNCO"-1 OR PVC WYE OR "MISSION" CPG. DETAIL -- CONNECTION 6" WYE TO 6" XHS CI OR DIP CLASS 52 SANITARY SEWER SERVICE LINES b. NOTES: PLAN + 1. 2500 PSI CONCRETE TO BE USED • ° ' x 2 BLOCK DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI SECTION AA WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL HORIZONTAL BENDS --- DESIGN WILL BE REQUIRED. ELMM.:, F ,N 11rmJ m a ! ! mmmu llwn���Wom� Im: ffm ° NWUNNERNI mmmmmmmm�� lmm�©lm mmmmmmm�� lwla IM�m 3m lfflmmmmm�mmm EiiT1,1��®�fl� �i1��®�■fib ELEVATION NOTES: THESE TWO FACES 1. 2500 PSI CONCRETE TO BE USED TO BE POURED AGAINST 2. BLOCK DIMENSIONS ARE BASED UPON UNDISTURBED EARTH. SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL DESIGN WILL BE REQUIRED. 3. BEND TO BE SET AGAINST UNDISTURBED EARTH, BACKFILL TO BE FIRMLY TAMPED, OR BLOCK TO BE FURNISHED AS DIRECTED BY THE ENGINEER. SAG VERTICAL BENDS BRANCH OF TEE i BLOCK TO BE POURED AGAINST UNDISTURBED p EARTH PLAN _MO! ` NOTES: -}- 1. 2500 PSI CONCRETE TO BE USED 4:. :. 2. BLOCK DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI ' . WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL M DESIGN WILL BE REQUIRED. SECTIt N IAA TEES.. Y -.^.. 4• '. O• LL mA BLOCKS TO BE POURED , AGAINST UNDISTURBED EARTH PLAN ELEVA �m to. NOTES: 1. 2500 PSI CONCRETE TO BE USED 2. BLOCK DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL DESIGN WILL BE REQUIRED. 3. FOR USE ON ABANDONED LINES AND DEAD ENDS WHERE NO EXTENSION IS CONTEMPLATED. CAPS, PLUGS AND VALVES SOD 6' TOPSOIL FILTER FABRIC 18° BANK RUN GRAVEL 3/4" TO 1" GRAVEL -1) 4" PERFORATED PVC PIPE -� ] 10' EACH SIDE UNDERDRAIN LATERAL SECTION h O Q 8 04 CL o ao 4" LATERAL CONNECTION TO COLLECTOR WITH WYE GRADE "?%, 10 CLEAN OUT CAP --- ° �--- TO BE BURIED AND LOCATION TIED CLEAN OUT FOR INFIELD HUDSON. PACIFIC ,DESIGN', INC. LANDSCAPE ARCHITECTURE MMONMENTAL PLANNING P.O. BOX 3749 XWGSTPA NY 12402 (914) 339-6963 P (914) 339-7068 F hudpacnfaoL com DOLPH RO TFELD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 (914) 631-8600 Phone (914) 631-5769 Fox CItNTRdC91DRS" Lm & cii z SO= 3d tap fio&d IlimtomfW tY AtPa't 111I P!<oft Niw ?lark low Ph~ (8M) 040-7M For: (M) O1i M8 TOPOGRAPHIC INFORMA 77ON SHOJW HEREON WAS INTERPOLA TED FROM AN ACTUAL FIELD SURVEY PERFORMED BY CaV 1RA^TORS' LINE GRADE SOUTH IN APPROaClMATE USES DATUM. cuw -. WATER NOTES ¢ � PINE RIG 1.� r 1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS PARK OF THE WATER DEPARTMENT HAVING JURISDICTION AND IN ACCORDANCE WITH REQUIREMENTS AND SPECIFICATIONS AS SET FOURTH BY THE MLAGE OF RYE BROOK SUPERINTENDENT OF THE WATER WORKS. COUNTY OF WSTCI-IESTER 2. MINIMUM COVER FOR WATER MAINS TO BE 4'-0" OR AS DIRECTED STATE OF NEW YCRK BY THE SUPERINTENDENT OF THE WATER DEPARTMENT TO MEET FIELD alter ors CONDITIONS. 3. HYDRANTS ARE TO BE LOCATED IN ACCORDANCE WITH THE WATER DETAILSDEPARTMENT REQUIREMENTS. 4. THE SUPERINTENDENT OF THE WATER WORKS DECISION SHALL BE FINAL ON ANY CONSTRUCTION DISPUTES TO MEET FIELD CONDITIONS. 5. WATER MAIN PASSES UNDER SEWER. A MINIMUM OF 18 INCHES sr.�ts VERTICAL CLEARANCE IS REQUIRED. ALL WORK MUST BE CARRIED OUT IN ACCORDANCE WITH REQUIREMENTS OF THE WATER WORKS. 6. ALL WATER MAINS SHALL BE TYPE AND WEIGHT AS SPECIFIED BY THE WATER WORKS. 7. ALL WATER MAINS TO BE DIP CL. 54 CEMENT LINED. 8. WATER MAINS INSTALLED IN FILL AREAS WITHIN EASEMENTS SHALL HAVE FILL UNDER PIPE PLACED AND COMPACTED IN 8" LAYERS TO HAVE A PROCTOR DENSITY OF 987o; TO BE TESTED AND CERTIFIED. 9. PROVIDE CURB VALVE AND CURB BOX AT END OF WATER SERVICE LINE IN BACK OF CURB. 10. AIR RELIEF VALVES SHALL BE PLACED ON WATER LINES AT GRADE Jun PEAKS. WHERE ELEVATION DIFFERENCES EXCEED 30 FEET OR AS DUWN BY JLF 10-05-00 DIRECTED BY THE SUPERINTENDENT OF WATER DEPARTMENT. clurm aY 11. ALL WATER MAINS TO BE PRESSURE TESTED AND CHLORINATED IN ACCORDANCE �ev�ma WITH AWWA STANDARDS C 600-93 SECTION 4 ,& C 651-92 EXCEPT SEC. 5.1 TABLET METHOD. ALL BACTERIOLOGICAL TESTING MUST BE PERFORMED BY A NYS APPROVED LABORATORY AND SENT TO AND APPROVED BY WESTCHESTER COUNTY DEPARTMENT OF HEALTH BEFORE WATER MAIN IS PUT INTO SERVICE. ALL PRESSURE TESTING MUST BE PERFORMED, AND WITNESSED BY A NYS PE, AND ALL RESULTS CERTIFIED TO THE WCDOH BEFORE WATER MAIN IS PUT INTO SERVICE. 12. ONLY DETAILS RELEVANT TO THE SPECIFIC WATER SUPPLY IMPROVEMENTS SHOWN ON THE PLANS ARE APPLICABLE. saw m ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A C 5 VIOLATION OF THE NYS EDUCATION LAW. C:\ACAD-DWG\RYEBROOK\PINE RIDGE PARK\DETI.dwg 51 4 ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. COVER SHEET DEMOLITION PLAN W4111MUL11 w � r Afflujamuml*l UTILITY PLAN ..IZ11140al�•, HUDISON PACIFIC DESIGNS, .INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING P.O. BOX 374 KINGSTON, NY 12402 (914) 339— 6963 P (914) 339-7068 F hudpacny@aol.com DOLPH RO TFELD ENGINEERING 200 White Plains Rood Tarrytown, New York 10591 (914) 631-8600 Phone . (914) 631- 5769Fax Ct?NrIUCTORS, " & cm SOVTN 38 Loop Roast Westchester County Airport Mite Pioihs, New Y04 f0604 Phone: (914) 949-7702 Fox (914) 949-7518 TOPOGRAPHIC INFORMA 77ON SHOWN HEREON WAS INTERPOLA7ED FROM AN ACTUAL FIELD SURVEY PERFORMED BY CON TRACMRS' LINE & GRADE` SOUTH IN APPROXIMA7F USES DA TUM. L L2 L3 CLIMT L4 PINE RIDGE PARK L5 VILLAGE OF RYE BROOK COUNTY OF WESTCHESTER STA TE OF NEW PORK L6 SHEET TlYZE p 1 GRAMC SCMX C CNaR 3 4 NAME BATE DRAWW BY JLF 10-05-00 CBWX= BY FXMIONS 1 s,ov. Go. -1`I -0 0 Behove &.Dispose Wd1M'0-u0=;7 New Grawte Curb 21 _-_.._..__. we 0-'-1-ZVeW Carp or-&qgr 01-zvew Pa Z7 tO hWP'e 1-17Stalled S9 WCZZt C7 tobe S&.al -1�rael HUDSON PACIFIC ti DESIGNS, INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING - ®_ - - - P.G. BOX 3749 KINGSTON, NY 12402 - - - - - - 220 (845) 339-6963 P N. (845) 339-7068 F hudpacny0a,ol, com ------------ ENGINEERING - - - - - - - - - - - - - - - - - 200 White Plains Road Tarrytown, New York 10591 r (914) 631 -8600 1 Ph on e 10 (914) 631-5769 Fax 26 CONTRACTORS' LINE & CRAPE SOUTH 38 Loop Road, Westchester County A)rov' — — — — -- -- — I White Plains, W 10604 214�- Phone: (.014) 949-7702 Fox : (914) 949-7518 TOPOGRAPHIC INFORMA TION SHOWN HEREON WAS IN TERPOLA TED FROM AN ACTUAL FIELD SURVEY — — — — — - 211�- PERFORMED BY CONTRA C TORS' LINE & GRADE SOUTH IN APPROXIMATE 9 USGS DA TUM PO Overhead w,&e(,'�) to be -re)72oved, -rerouted W7dCrA7-0ZZfld, Pro r7de JeCkVeVt COAF&O1, TFPI�-al -- - - - - - - - - - - - - - - - - - See EJZO�7eez�-i-, Dna W�7gS for Remove & &.�pose I I tTVg CAV DM7011�1,�?a -�7 2hZs AM9 N, (see d e=�67g1chab767kAe-MC 09 r42P%Remove & Disposeg-evss awdsubozvoe to a depth r r °' ` - _ _ -._ . ` _ - _ - - - ,` l »»�J(' -Remo ve &.Dispose ,grass alldsub I ------ ---- ,,6=de toa depth o,�-10".117area o,,-4- Remove &. Li.�pose fiemo ve & D&posrozass Ma tni i o- I Z 17 girl , ffOZld rdS �wdsahoiade to a depth o,�-12",67.atra Rem o ve & Dx�p ose ass '�Wdcolmnetepdd Remove &.Li�posegrass sadsubgrvde to.7 depth oi"�"in area o-,4�e Remove �Wd �wdsubgrade to depth woodowdlnvz(7�p') eX-1-k67glapba-It pa ven7ej7t 0,�- 10 "..07 Area 01.Z- 11=t 0 Pod StOM N, "N N, Ivet, cN curb PPO Tide Tree PrOleC&;9V t*N 208�---- N Abdw)aw N = h7pw 901.2' &ALL 2�ees 9-21�h� -;19 —2o6�- flp-k� CLIENT zr�go --- - - - - - - Protect exzs�g sec&;9M OV AMIMOt471 R117qUe S1.. PINE RID GE 4114i7g — — — — — — — — — — — 209�- An7ce to -rema�? (to wi2hz,�7 - - - - - - - - - - - - -7— ----------- I 'y W/�r 20O o.1 Pzoveitv-Lh2e) 1 10 210 PARK Rim -2 914111 Me. — — --- ow-1ga. I jww� g"ra 0 A"ek -** Stone�7111111111 VILL46E'OF RYE BROOK COUNTY OF WESTCHESTER cha�7k7k&Vce, r EiiS67g' trees �wdhrash to he STA STATE OF NEW YORK OHIN to ren=l toremalf7 removedallddj,�posed SHEET TITLE this yea h , r de velopei. p i ib. r to C0j7SZt71C,00b0 (XI C) -L)-\EMOLITIUI-\N T r RcmOVdIOVWAZ�&�7gChal�7 PLAN I-j,71 An7ce to Begm at thisoo GRAPHIC SCALE Cotner 30 15 0 30 on Asp4a# AM/ T Prop 117Mq 21 — — — — — — — — — — — — — — 1,,-20& 7: ..... 1',-2087 0,}cover Amp filet Rl�n-2102' 1911sheffioll 30'- 0 (,'4Pp-, Court Marking) "I '-tK Ambale m Chain&;7k r- 17-205j, NORTH Sa rvcat, Remo ve & Dispose exlstvg asphalt vemejv pa E o I t to a depth o-1-10 ",t17 area 19" 2' 0. F. N-j( o,-o- Co A19-0;7g) Out- Igg, 2' (as)o-4� aai� pa vers piQ S sr N d(7 V71ye - — 8 R1717 Road TicY/7// ManlroM NAME DATE —272�—Fencs 11=2'7.i2' (V DRAWN BY cb 13 111-204u, (E) — owt-204 7� (/V) on8� CHECKED BY 19,70' 1 A70.T-E,- COW&NCtOrAO -ha 5-,g— — — OtO sewer Sa rvnz4 Remove &.D&pose 2fflj 2np-M Ve,07M& tO hC 11 Malv�ole Issue Date: 6-19-01 Rxm' -,� 10 7' 4am4no1 210 pq neweat ?�fiCtVl the heldh vez W 210 jp. depth) -L)7dSC9P40 A-rCh1�40Ctp-rl;2r tO 4 Remove &,01.�POSe e=&7g ' otlW Corp 1�7srall&o2e6e7SPhAltP9 Tremens and I ia1Se-Ah7er14 subozade to a depth o.19' -4 S 3� A7�"I On Remove &Dl�Pose (Z�- R ) W67gSk-t -EMSI�917,117d vorva curb Sedi.�27mt C017&'6?1. O (26 h Overhead whr(s to be SHEET NO. rerouted, see eleccalplan Manhole Re, w o ve & �ISpose Rimh 7 -,-0 1, 7' (S) 041t2011$-(W) ew�67gwoof gwdem(Z (161 Av Drawing File: PRC0mcrO7.dwq GENERAL NOTES: 1. The location, size, depth and completeness of information of r existing utilities are not guaranteed.. The Contractor shall verify actual locations by excavation test pits to determine actual_. -- conditions, and to determine which utility companies have active and/or abandoned lines in the area of work. 2. The subsurface information shown herein is not guaranteed as to accuracy or completeness. The contractor shall verify the location of all existing utility lines whether in, public right-of-way, in easements, or in private property prior to _. ---" J --'""r Allew starting any excavation and be responsible for same.----"`'� __._ _.._ .,._. --- -- ...... — .Fence 3. The maintenance of traffic for both pedestrians and vehicles � 220 shall be the responibility of the Contractor. The Contractor shall " T — s — — — — — submit traffic maintenance and staging schemes in writing for --- Village approval. All maintenance devices including, but not ^" limited to barricades, steel plates, lights, and warning signals, shall be constructed and displayed in accordance with the rules and regulations of the Village of Rye Brook. 4. Traffic flow within the parking lot, and all intersecting streets shall be maintained at all times. Contractor is encouraged to schedule work that would impact traffic flow during off-peak \ hours. 5. The Contractor shall study the interrelationship of all the r } various elements of the construction shown on the various drawings and shall coordinate construction operations accordingly. Any conflicts which may become apparent from the coordinatoon study shall be brought to the attention of the Village of Rye / !Tl: CL�.� Brook. for prompt resolution. �'.H� 6. All damage to public or private facilities caused by the p Contractor's operation shall be repaired to the satisfaction of the FenCe, on l'z'opery Owner at the Contractor's expense, It shall be the responsibility of the Contractor to photographically document all existing 1e (181 structures for job files prior to an pavement removal. One 1 e set of photos hall be submitted to he Village of Rye Brook and ./ r 1 � �,�� ��`�C� � Landscape Architect. Structures are defined as building facades, Vlt7�y1 Clad G'harn stoops, steps, trees, walls, signage, monuments, street lamps, caste iron building downspouts and pavement not designated for removal. i .Llrxk Fe17ce on fl L 7. Access to all commercial institutional, residential, and / L 4'fi: Removable parking facilities shall be maintained at all times. Pedestrian / -' ChenLP71 Outfreld f safety shall be the concern and responsibility of the Contractor. / 4201,--'' / Contractor shall provide a safe means of access to and from all points within the contract limit. f Fence t� r` �';"� f �A 1 8. All communication and coordination meetings relative to this f f gTrLlla'e project between the Contractor and any agency, utility, or f organization shall be conducted by and through the Village of j 0 Rye Brook and the Department of Buildings and Grounds, 9. Hardware, basin heads, and gutter stone of existing basins f 4 T' that are demolished under this contract, and excess asphalt and f 1iasement one concrete shall be disposed of by the Contractor away from the site except as noted. / l 1Vew ,rLll / 10. The Contractor's attention is referred to the requirements `� League Ball eld 9 Width p that no paving work be done until the completion of all utility J 1 work. �o I'edestrran Gate ,�xtstrrzg..�7rop -'� curb 11. The Contractor shall be responsible for verifying the location of all existing utilities.. The Contractor shall immediately notify the Village's representative should utilities interfere with the°t� scope of work. 1 e� ft p f Ls 121 Width 12. Conduit lines, should they exist, are to be protected and % �~ maintained during the work. If any excavation is to be done in the / tf"�71enanCe Gate lne 1 vicinityof the conduit lines, hand tools should be used to determine ~ � their exact location. If any manhole covers are to be raised or lowered, any exposed cable should be protected from falling debris / 1�r'�" ��+ by wood sheathing of two (2) inches nominal thickness. sra e caned a7� _ � �' 4".�It. Chatn ink Tea. s 1,7ugouts, 6'`.I�i: sale �, ' I but ofBounds ?'ears Chain .Lank Be .nch 1 u L—Basewetitli7e v .Fence1481f ,Bench AlewrF Colorized llsfialt 4� nj - Concrete Aeo .Zne .5' i dth,� I f fVdth �' ��' ,�� 1 � BIeacher.l d 1' 12, ,. pea'eslnan Gate `° "-`- - -_ _ yp 3'.f r. Lighted GYlooden Bollard, .Near � �\ j 0'-6' i� 12s'_6 , �' � � 1�, Backstop -rfp: (2.5'Spacingl l'--0"from Bleachers ' Chah7.,Lf 7 I�aterfozznz�un � �`° `� C�.rxcrete � Edge o..r`.l'a vement, tfpiCalI Maw �. Ci7lorete Abdwdiw � I Ch. 6[ +-yVew YY doSw2 T.�2 ., gash Concree Race tat e Q ; h yf r- - Calortzea'sph.lt Fronk A £rriga C �� ~�. d- .L4.1 c er j/'*J✓�' A0,770,701 Plaque 0 1 A r-�._... J Stone fray t WPOC?r..tU , " 5 ,". L4 . Q I t O 0 L'7. 0 , „ J n hry Pale fi %ry to > 1 W 8 C? CC33 'V �« YY R44 oLi1l tl,Lll! & Guy #'ie i - +.�.�. '^ O 'water SI Will 'V 9M;noge Ste' Faunloin Manholo 0 ✓'"�~ Srona Rim=209 r ` Rim 211.0" 1 Begin New o P .7l8t g, taro 1 >20o0' (eJ !n 206,7 (eJ a our-199 1' rW) ow--we2' (WJ to Chem 4h7A O Brick �k O =?07 f �" �. Id,ijq fen Ge Porlo P+o fesCe ,'y . I/ %� % T1 c �y ea 2 ( �_� j Cu v w O Metal �"o- 1 Y eYf' Lt(lli- a("�''�—' F 4 Cover P /, Macadam Park�hg'..� P.. In 8' 8' ' 1 `^ 17 Curb? > �- i ¢ 11Mer-v�5tOj7e Q � .New6"`h�t. C.hw,r7 Railroad Te "�}' hf �i% c+ �j �f (O Sond B e v Cl rr�CJ (ll i : Ctoukb kin � 1. ell Ce ° Asphalt Repair `'~ � a> ,� 9J Plagrovnd Area - ✓ung/a G}m why ..,, Il In ,�`"`�- .rash (Waodchlp Coverad,7 Pore '7`+ co L4 New ew e fplCal If ___._ Rece racle 17-�-+vfc+/yf9 5 1 C", 1�enC�?�'.�5'. -�/ JS.IJ Lllytl� n^'1 Chore v ly..0 lrecZ OHH' Cohcrwre block Wo!/ �1 1 1 0' -' J' Gin' c fiance 81r �y ,�� �y� light .� C7 CT f_y.. %� ��% CLl a� !!A.[a�GGtl o aop p Po,L• i 1 X'ew ,[ -12 Ll 2.0C11 LJI,-4.f L"-r /�% �y �.[� w B/sachets ,A x ® ' 1� New e w 7e' n , O s'f /'� sue/ y,! G'oarts on Aspho/t o ! \ �(l tut.[ a l✓ u b Pad o arop Infer ..7erraee, L%nit R,in=?rao' / Conti®te !nv=2067' i l revere' L Corer DioP /rater ® v Sewer Rtn=210.2" u � � Manhole BoskelboN Courts fi 4 _. o rnv=?O91 �.. (.Qoomx court MorkmgJ � a�j� Rim=271.5' NewStove Curb (match ti chah Lank Fenoe ln=1P5.3' (EJ ,L% }� �y� % f'�%� f % o,.t aos2' (WJ Meta! ~ lla:S,vllLllt Cur Ht.) 16-L� ', .r 1 Ufif' Pole Caves f"Pic a v Oroinoge y lore Tennis Darts fi Fare .--°07=19B,7 (£J 014� Mopl z Co rt Mark;ng) rant 0,1=,f982, (,J Q 09 .1-.�.r1d+J t;.tn .l 4lll#faJ UtfiYY Pole � �,Ur�NB` a �� CO ANY Road l'e ® I% � SBWar Relain;n9 Wall Manhole w Choh Lrhk Fence Qt�" 8" 5 1n-205?' (S) /+ /n=2049' (EJ ® Q 0ur=204 7, (NJ 8/eachers F/ogpole an ��holt rc ® .� $« 'i .�sl7haltRe�Jat1- ON 5✓ Utih'ty p 8 woo Pole ,r s' « Gay W?s _zVe d-90llardS' (6t y' r 1CaI r f '` "� ^ 0 C � 1 r 6'" 6"0,07 R OH W s 1 V wer �C.! art f- C..� O)76rgC1'0_r Brrak CuM;ng ® r,. Manhole Ronler Murray Woadraw Edge O VeMent, -k Rin=?10.7' Memorrb/ Plaque � vt;lity � � /n=2039' (S) //} %�/�L,, �%�} A!� �%J�%��/�p��1 r`s g Pole 0 t� �I� / Outer?OjB' (rN / L 0 b iG�1� _r / i%L.ij i✓JF.i t e P S�� i �,r � R .New $ he ve.Z.r edr6 the lead I.fight ® or+w r ..^urb Water y ? �c Ya/ves 1G ` L. 8« r (,/�i v T f Y1 e /�.r/.�+► /�+�►/,(, Macadam Curbs Rim4?09 1 Sto OUIb / / P b..L-./11%��li ci✓ .L L.ref✓ 4 fp Cu J s -�'` � / R-M5 " '.'-. c� Guy Wiros ,y ✓ r;Y/jj/ -- Mocaddm .. /�ffi?oz3' (sJ ,�,/"�/^y-_....,_ � ' taro � water,..- Ya vas 0u1?0?2 (bJ +✓ (,.,/ $« --. catch Wires Ar\ Qur: ?05.?'�J P Saver Rim?oB 6' � aar.T (sJ "'"--•-,...�,,. t Drowrng File. PRCOmorOf.dw IV 6 N g PAUIFIC DESIGNS, INC. LANDSCAPE ARCHITECTURE ENVIRONMENTAL PLANNING P.O3 BOX 3749 KINGSTON, NY 12402 (914) 339-6963 P (914) 339- 7068 F hudpacnyOaol. com DOLPH ROT�E'LD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 (914) 631-8600 Ph on e (914) 631-5769 Fax COLT CTORS'LINE & GRADE SOUTH 38 Loop Rood, Westchester County Airport White P/oins, New York 10604 Phone; I(914) 949-7702 Fox (914) 949-75t8 TOPOGRAPHIC INFORMA RON SHOWN HEREON WAS INTERPOLATED FROM AN ACTUAL FIELD SURVEY PERFORMED BY CONTRACTORS' LINE & GRADE` SOUTH IN APPROXIMATE USGS DA TUM. CLIENT . N RIDGE PARK VILLAGE of RYE BROOK COUNTY OF WESTO'HESTER STATE OF NEW YORK SHEET TITLE LAYOUT GRAPHIC SCALE f } 30 15 0 3V -1" 30'-0" NORTH E 1V VM NAME DATE DRAWN BY c b CHECKED BY REVISIONS Issue Dater 6-19-01 SHEET NO. L,21, DSON HU PLANT LIST / _ _ _._ _- . Colorado Green �.p GO>�,�1✓M fl.�� C✓�'er�,�ee.�'9a"�IE"er,!'' '"�"'�w" �� ���r Sp-mce .Flo rye g.Dogwooa' �.... .....� TREES .._, ,.._,....�-- -' � �„ ,_........e —�\�� jf PACIFIC DESIGNS, INC. Botanical Name Common Name size Container "' r- ___. __.. ,...- "'" _ ..- -- ""' '.._ --- -- \\lj c '``- LANDSCAPE ARCHITECTURE _1'�f r�zr�'�r Cf�erp,�eel�cesr' �111fiJ/ ��l\llI � ENVIRONMENTAL PLANNING 5 �� r .� fir = - 1 it°J' tdilCtl r�' P. 0. BOX 3749 Alpies concolor white Fir 6'-s' Ht. B&B, Full _ 4 Acer MbMM 'Red sunset' Red sunset Red le 2�"-3" Cal. B&B, Fuh _ _._ _ r. _ 1ou�e g Dogwood i� f �1 � 7 --- ___. � �� ��� '��'lll������ � �i��te.Flr xIN�sTON; NY 1�492 7 Amelanchier Cangkh§S Shadltlow Servicebeny 2-j"-3" Cal. 'B&B Full �- —_ _ 2 / - \��\ tll/f (914) 339-6963 P t ' --'' _\\1i�t = % (914) 339-7068 F 11 21„ 3„ Cal. B&B Full --'-'" '`--"""" ���= + _" hudpacnyt�aol,co Corw f lorida Cherokee Princess Cherokee PrinceSS Fl0werin& Dogwood - _ _ _ _ -- -- -- � Cornus kousa Kousa Dogwood 2 j"-3- Cal. B&B, FUR s- --- -~'� + 00* 9 tvtetase uoia 1' tostroboides Dawn Redwood 2-TCal. B&B, Full ,.. _ � _ � �u , t'-3� I'ace��r��wellr DOLPH ROTFELD g» Colorado Green Spruce ENGINEERING z z Pieeaufens Colorado Green S ruce 6' s' Ht. B&B, FUR _ _ '� � � 2(Jil White Plains Road 5 Pseudo a menziesii D las Fir . , Full 0 4 i r Cancal,�� + \`�i � ` {�„� 6'-8' HtB&B, Tarrytown, New York 11I59.1 `"'�J z '-s' Ht. �. f fte Fh- (914) 631- 8600 Ph on e j, (914) 631-5769 Fax i CONTRACTORS' LINE & GRAPE SOfITH S.I.�ad,blow (Temporary =� + �¢ 1 ���es Co�co1o� ` Stockpil�J f/ e J8 Loop Rood, Westchester County Airport See Sh>r~'�'l`'I6--for' )p,/�%✓k.1�` Pjld..t1 `&', o' , \� �� l�j t✓1) cmalar , to t��l g s \�1� While Plains New York J06Q4 e ✓ -" ^`"~. ate .I :�.r l Phone: (91 {} 849-7702 Fax : (974) 949-7518 HTOPOGRAPHIC REON WAS INTERPOLATED SHOWN EUFROM ems AN ACTUAL FIELD SURVEY ��I l �` PERFORMED? BY CONTRACTORS` LINE (2� 1-'xce�.�'s���ens Z\1 !1 l��` )t��, & GRADE SOUTH N APPROXIMATE Colorado Green Spruce _ + - J uses QA TUM. b awd C..roavdco rrer- lawtmaterla1 ,�hf f ,� � ✓ �. — 1 ate to ,be locateda.17d z`agg;edat1ocallb .)7zzrse- s hV-L,1)7dSCgpeA-rChl�eCtp-r-1;2r to de-§ e.� to site. �f I f .Seed ourfeld f / .Dawn .Redwood vague Ballreld f / Stone Flowerglogwood Tle etatrorx SWa (1'rfo Cerceel'rxcerr' -SoWer Y-DgSwool1 It �e d ShadblOw Pro a e on Asp • ._-- Cone to M f Red ll�laple CLIENT -�- Fronk A. ElCP �, •,J PINE RID GE Memorial Pogve O `— o"`. PARK _. "hole �.... VILLAGE � �+ �+ �'+ V t�y y� C Eountain 5fona Curb =2091` A'=11>.4' --- V LLA t-�.Gr O RYE BROOK - Or p !n/et 106.3 (EJ easeealf c Ri >209 L �f Chan COUNTY OF yYES7'CHESTER Bockstop Brick O =?07 L !di ,g L/nk Fence _ STATE OF NEW YDRK Metal � O Cover o- 1 SHEET TITLE c cgs � 4 ��) L.•G�i+�.di�.r/�+Q�il� � , ..1 Kousa.Dogwood���ulti PLANTING pg' G Rai%road Are f �. •�\ 6— L 1. Sand 8 �,`t' Tennis Courts - 1. .�! L� (Appmx. C rt Mark»gJ � P/aground Area -Jungle Gym Uth~7�y "'�""� � �,_ t �+' /� ` j' (Woodchip Covered✓ Pok' _ �Y tee. .Una, f (i tH PLAN �XlSting -' `--.._._ Oh,B, oncrete dtock WaN � Cbah • Link.. fence As,,vArea cl alxlc scA E Telephone � Light .L.KtS ' g Te S' \t u 30 15 0 3 � %�' c* � i f Bleachers r ® h 4r o al "�`�� r' . on Asphalt A t ti yzM Any o.3- I1 Drop Inlet ' Rm 210.D' 0/''� lnv-zoa 7" v �4 fi aI� qq rt3�0 Concret® lnv 208.7' 1 „ _ ' -'"' 11 Covet Dr fn/et g Sewer Basketbau Courts c� ° \� ii of NORTH v 109 1 " (.gaprox CaurP Rloikingf 4 Lmk Fence Jna245.J` (EJ Ei Mefo1 ' Cover 4`pvc v I D ' a ' tlt!liiy Pofc �j 4. pvo ._..__ Na c& Guy Wire 1 V (1 CorfQ�zQ' Geroee ��zzi�cer�-' Dr !n/ef - - Rim- !�7k- S /0-1, , ' g Te, �' Tennis ourts c, fnv OB.7' (Approx. Co rf MaikrhgJ root Out-19B.2 (WJ Flo werrng.Dogwood co ° .fedfl�I�,t;Z�ilel��le.%Zi� L:r�'�iSGfg k 6uy Qpcodttn Water �— �-* j �+ Ro17 Road Te asl. etb Courts calve _� .L./ougla s` l '� NAME DATE h 8 y Retoinhg Woll "` -- -- J Rim 2107' DRAWN BY cb Manha/e Chan Lurk Fe ce QN}4 e.. --- r- g" 5 /n.=?05?' (•SJ ® �, .--- ""- ✓ Oaf=?O4.711 (Nl CHECKED BY 8�eachsrs 8'�"" •. REVISIONS ` 8. Issue Date: 6-19--01 Brick ~ O Q / Sewer Manhole Rim=1>0.7' Planter Murray Hbodmw 8Y "'� . I7=70J9` (S) (/,//�/'/(-/�-y'/rl�T—� / J//''1 py/� ,j�ry,�/�st^r /p Memorial Plaque . , ( Utifify / -� _may Ouf=20J.8` (Nf/ A .d .E- �./ o.L,l L.L ,d 0- to tf Doe o/(� .r -& Oat a.,ll .lar7t IV Merald Green Arbomr ae 8 s c� Manna/8/ S1Pne y /`f� �X7 �,i j�' j�J Curb ` Rim 2091' /h QM Qufp S - /Oil mate.rii to ,V e Y e.R.IZ-led 1-1 0, dam / i� — — — . _ Ito r f' �`� �%�)/� jlCl S Sewer — `. � � ...� '"""�'° Sto Qt{W B / / / (/{� (/ � ..L.L.L ti.JC i.. .C.[ i�-L d V i cB' G'uy dies --" R=2057 //� /��r/� //-��y ` ! ' Macadam Gas /n=10?J' (EJ / U' / iD I i✓ of j ~ 1 — — -�.. „_„ — .Curb. Water 8S. �,..''• -•' l✓ d l.r 4� i.i� i... Yalvas Out=1d12 (WJ s o 'ilw ` h t / -. Cofch valves ''` SHEET NO. RP?OT 9 g" 5 r'` '"� j/y''/ill 0--r to .L.l.L St9ff9 o f Manhole - Rim: ?OB 6' ln=?017' (S) Drawing Fr`te.' PRCl7mar01.dwg MIA RUO'NAZ/i 1 "=1=0" L L6 -Cast Iron. Light Post HUDSON \ Concrete Footing Must Be Yz ChamferL .....�..r� Recessed Under Finished Grade A Finish GradeA u IFIC, ifd f f ITS INC. _ 11 d f d -- ---- YCOX18)' Galvanized L__Type Bolts 4 Per Post) .�ESI 9 LANDSCAPE ARCHITECTURE 4"X8" 3 f8" Nom. Concrete Unit Paver. I 1.1 Coordinate with Manufacturer' ENVIRONMENTAL PLANNING . Unilock Rustle Red Hollandstone or d d Q 11 d for Placement P.O.'BOX 3749 Approved Equal. Basketweave Pattern r"011 a � L IfING3TON, NY i�40 With Single Soldier Course Edge. 4�' - T Rigid conduit (Size as required} (9I4) 339-6963 P _ (914) 339-7068 F hudpacny®ao.comx d a d Bushing °C° ° 0 3/4" Stonedust Setting Bed ` b d ' o d Q°o 4'.off � d "4 y a `� _ Compacted Subgrade D04P TTE' -D I O o°O o O o°° S o° °oo °o-o �W a oog 6" Item 4 Granular Base - oa o Q° ` ` _ g 0. c 0 4;000 PSI Air -entrained 1=IIIIEi=ill li�ltl=lllIC[II�-�#f-f�� Compacted Subgrade Note: Sweep Joints with Stone Dust, Typical concrete footing 4'UU W121[e Plarns Raad Tarrytown, New York 10591 �-- 6" item 4 base course (914) 631-6600 Phone (914) 631`-5769 Fax 21 r01 f 3 /4"o X 10' Copper ground rod CUNMCMAS' UNE & CRAM SOTH {r ►-�' j� j��J�//^j� /J�-`{ / %���^ 38 Loop Road, Westchester County';Airporc UyV_f_rPA V-ERS -FOO- I.L ��✓ White Plans, iVew York 1 D6114 Phone: (974) 949-77p2 fax : (974) 949-7578 TOPOGRAPHIC INFORMA TION SHOWN HEREON WAS INTERPOLATED FROM �..... AN ACTUAL FIELD UR EY CT PPERFORMEDBY CONNTRACTORS' UNE & GRADE :SOUTH IN APPROXIMATE KUSES DATUM. NOTE: F L6 Bench Leg w,/Surface Plate 1, All Grading 'Taking Place Within Snowfence Area Is To Be Concrete Unit Pavers Done By Hand or With Approved r;-1`achmery. 3/4" Stonedust Setting Bed Damaged Roots Shall Be Cut y With A Pruning Saw And d With Damp Mulch To 6" Item 4 Granular Base it Root Drying & Permanent 041 ° 4° ?amage. 6" 4000 PSI Concrete o o a Steel Reinforcing as Required. a°o� 8 a,_ 0Os Standard "L>' Shape Anchor 11 Bola; Support #s-2 Embedment -= Option, Extend Above Footing to 4 !iEli iI=#< !� EF11 =Ii# P g _ _ Allow for Paver, See d A �I ! f-(if Pl lilEaii d" T- s Tree Canopy outline � � d a d !lull 4 n Maufacturer for Proper 0000000000fl000 mill ad <4► Placement 0 O 0 0 O 0 0 6 Compacted Gravel ���# ice►► III-111=111� �'' {ll_III=�I v QDriplinetf�om1 1" Concrete Footing, 4,600 psi Subgrade _# ►=�ii ��!_1- 1. — Compacted Subgrade 4' Height Snowfence Or other Approved 1 2 I f Protective Fencing- XTCHI FC EPTA' f C0yVCjqWT_FPA_DS Various Depth Top Course��%�//� Asphaltic Concrete. See GfCCi3% „ Layout Plan. ±4 Stone Dust Setting Bed .{ 1T. �.F ipV Pi d yyi'� tt w •��� =Tf#il- YT_ 4 lil-! l�T- - 6„ Concrete Base Terratex O.L. Full Width Fabric For 121 Asphalt Overlay Paveprep. High Density Granite Block Curb ---� 1 1/2" Top Course Asphaltic Stress Relief Concrete NYSDOT Type 6 Finished Grade Interlayer For Large F� f Cracks. 1 1/2" Binder Course Asphaltic Concrete - NYSDOT Type 3 Existing Pavement Soil _ p ode a:o Existing Base Course ° n°a o°®°o 6" Granular Base Existing Subgrade Concrete or Mortar Bed mpac to d Subgrade 4IR S_ To- V., E CUR 8 (b - qTj, CLIENT PINE RIDGE PARK VILLAGE OF RYE BROOK COUNTY O.F WESTCHESTER STATE OF NEW YORK TI-797 ITLE ETT SHEET GRAPHIC SCALE AS NOTED NORTH Granite Block Curb .1 V 1 Exposed Aggregate Top Coat to 1 1/2" ;Top Course Asphaltic NAME DATE be Integrated with Cement Add Concrete Unit Paver Concrete - NYSDOT Type 6 DRAWN BY Mix to Create Light Brown ,) Sign Above (by Village) CHECKEDBY Finish, Davis Colors - Flagstone ) 1 1/2 Binder Course Asphaltic Brown, or Approved Equal 3/4 Stonedust Concrete - NYSDOT Type 3 REVISIONS Setting Bed yp 6"x6" Eastern White 1 1/2" Top Course Asphaltic g �a off, " Cedar Post Typ. ° O 0 000000o000a00 0000000000a0000<a00000000000 > ,�/�} 400�000040000000a040000000000000a00000000000c {n� °� �l./ 00000o QO0a000a0000000000000000000900 O 000a00 Issue, Date: p ('} 1 Concrete NYSDOT Type V O O �j0 ° .F Qo0000.0000000000000000000o00p0000 O O )4 11 {. 4. —' t.l.0 ,L- 0p0d0dOQ0Q0�Oa®O�OQa�Oaap� 0000,0a00000.oOpOpOa / g o0 6 Granular Base qq o 0 o a o 0 0 o a o o a a o a a o 0 0 0 0 0 0 CJ i° lI'3.jSlle{ �sI'a:t1e O O 0000000000000000000000000 00000000000000004� 6 Item 4\\ \\ \\ y\ \\ \ \ \\ \\ f 111H, New Topsoil 1 1/ Binder Course Asphaltic /i//Q,4 �Granular Base\\,\\f\/ a q o a a o \ �\ \\ \\ \ \ Concrete or Concrete - NYSDOT Type 3 // /// // o f f //f',`1a ad � Unclturbed 'f//\//;r\/ 4 4 a ��!lam/%%�//ti/��/fti/%/�/ff/r Mortar Bed Subsoil /\/ /\�,\\ \` \\ �� `. \ \` \ \\ \ Compacted Subgrade � e Portion o Post to 6 Granular Material / ///i/!/cif\i///i/\i/�//\i/\////`�//\//\ ., / i p g _ fnt�� Embedded r f o`� be Treated with ,)Cunap sol'' or ` Approved. Equal Compacted Subgrade 0 o 4e o Compacted Gravel Backfill OEM Ww= Oram WIANW-M 3/4" Chamfer at Top 3/8" Chamfer All Sides (Begin Chamfer 2" Down from Top) Typ. 6"x6" Eastern White Cedar Post, Typ. F-6' IIIII Finished Grade New Topsoil Unditurbed 0 0 01 00.0 Subsoil 0 t C 0 -o�on 090 9, .00 0 0 0 0-0 10 10 -b Embedded Portion of Post to 1 0 000 be Treated with "Cunapsol" or 0 Ig 0 o Approved Equal Compacted Gravel Backfill Light Fixture Hadco RRB1/—H 120V, 15W—T7 Bulb �.�111111111111ijji 1"x1" Wireway 6"x6" Eastern White Cedar Post, Typ. , / 11 4 Chamfer Light Fixture /8" Chamfer I y Finished Grade New Topsoil 00 0 0­0 Unditurbed 0 0o xx 00 N 00 o 00 o 0 Subsoil �i\j•\j\\\ C`�° j C 0 -b °o\\�\'i\\ .0 Rigid conduit (Size as oo V 0 required) o 0 0 � OA 11" 12' Embedded Portion of Post to 04o. 0� .00 , 0 be Treated with "Cunapsol" or 0 OoC Approved Equal C00017&5 9OX 4 X15' — Compacted Gravel Backfill 0GIffI610' f,-17C6 4' Nf. I'Femovale 5,00,-t161,7ce (// -by O/z/096-1) `j �D 3 HUDSON End/Corner Section Line Section GATE PLAN i NOM HE!G17 �PpiGlp POST TOP CHAIN LINK FABRIC, LINE POST ROUND END & (TOP SELVAGE LOOP CAP WITHOUT CORNER POST OPTION) ACTUAL DIM ACTUAL DIM BARBED WIRE 3 -10' 864MM "AG"IFIC IM 1,66- [42.2MM] (1 5/8") OD 2 112" RAIL TIE - �;�' i � 3l-6" -4 TOP RAIL DESIGNS, INC. "x� 1120 Y', 4'-0" [1219MM] 1 3'- 10" (1 168MM] 3'-8 1/2" [1130MM] LANDSCAPE ARCHITECTURE (ROUND OR "C") LINE POST ENVIRONMENTAL PLANNING 4 -8 [1 -loll [1473MM] 4' 1/2" LATCH [1524MM]43 1 66' [42.2MM) (1 5/8") 00 6'-O'�AMM] 5'-10" [1778MM] 5'-8 1 P.O. BOX 3749 �n' CD BRACE RAIL KINGSTON, NY 1,?402 10" [2083MM] -- --- -------- ----- ------ 7'-0" [2134M 1/2" [2045MM] [2350MM] 1 (914) 339-6963 P AGE 8'-0" [2438MM]' V 3 7'-8 1/2" < BOTTOM SELVAGE CD L KNUI KLED '[2654MMI (914) 339-7068 F 9'-0" [2743MM] 8'-�2� 1 8'-8 1/2" HOG- RING TENSION C'I FKX -7 WIRE LINE POST TIE 10'-0" [30t8MM�, -iO" [2997MM] '�-8 1/2" [2959MM] hudpacnylgaoLcom l 0", MM] 1 10'- 10" [3302MM] l'-O -10" [3607MM] /2 1 l'-8 1" [3658MM] 11 ' � �17 DOLPH ROTFELD TURNBUCKLE ADJUSTABLE CD TRUSS ROD ENGINEERING BAR MIN DEPTH LEAF IN: 36" 200 White. Plains,Road 'E­ P,1D, OPEN!W_ I i'A'l I,- 'AC S 8'-0" MAX SPACING U MM: 914 Tarrytown, New York 10591 '-'V pl, T I C', N 3ATEE IELI_ FACE TO FACE So & RND SIZES POST TO UPRIGHT (914) 631-8600 phone 3'-0*' [914MM] 2 1/2" [63.5MM] SQ 1! FOR SQUARE Be I (914) 631-5769 Fax WIDTH THROUGH OR ROUND GATE POSTS: IN: 12" NOTES: i 6'-0" [1829MM] 2,875" [73MM] OD 2 1/4" [57MM] 1, CENTER UPRIGHT REQUIRED ON GATE LEAVES 8'-0" UILRLCTORS, LINE & GWE au-Iff MM. [2438MM] & WIDER. CENTER RAIL REQUIRED ON GATE 38 Loop Road, Westchester County Airport LEAVES 10'-0" [3048MM] & HIGHER. White PloIns, New York 10604 Phone: (914) 949-7702 Fax : (914) 949-7518 NOTES: TOPOGRAPHIC INFORMA TION SHOWN 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO V�S� DIMENSIONS. \,%J D 1-2 I F CA' ;C HEREON WAS IN TERPOL A TED FROM 2. FOOTING WIDTH TO BE (4)X POST WIDTH. M" ' 3. DOME POST TOP & KNUCKLE SELVAGE OPTIONS TYP. S 'q 1 1 "-) , AN ACT11-41 RED SURIlEY PERFORMED BY CON TRA C TORS' LINE /A L GRADE SOUTH IN A PPROXIMA TF ES.T.fAjV GA. I USGS OA TUIV. BOTITICI,l !ENSI("'N r-roa A C AjW,1jWff.FTjVC_F 'N F 1VTS GATE PLAN SG! Lr/V NOMI HEIGHT H) UP'R'1rjHF HT 'U" WITHOUT - ACTUAL DIM ACTUAL DIM 6/0" BARBED WIRE .2 3- '-10" [864MM 2b M 112" �7MM;I 2 1/20 3-61, End (Corner Section Line Section 4'-0" [1219MM] 3'- 10" [1 168MMI t 3'-8 1/2" [1 130MM] POST (TOP SELVAGE LOOP CAP POST TOP CHAIN LINK FABRIC, LINE 73MM 4'-8 1/2" [l ROUND END & "X, 43 CORNER POST OPTION) P ll7A�MMI 5'- 10" [17 5'- 8 ..�l " i i I 6'_O 78MMI 740MMJ j X'X N ------- S 7-0[2134MM 6- 20E3MM1/22045MM] RAIL TIE x 166" [42�20M] (1 5/8-) OD NOTE I8'-0" [2438MM] I i7'-8 1/2" [2350MM] TOP RAIL #1 -8 1/2" [2654MM] 9'�O" [2743MM] 8��26 LINE POST CD I" , "C") —loll 'X —o" (ROUND OR "y' < lo, 3048�M -_�9 [2997MM] 1/2" [2959MM] � 1 10'-10" [3302MMI 1 10'-8 3264MML CD 1.66" [42,2MMI (1 5/8-) OD 0" [3658MM] 1 l'- 10" [3607MM] 1 l'-8 1/2" [3 BRACE RAIL ------- - --- BOTTOM SELVAGE DO")BLE L-F-AF, GATUE'S- KNUCKLED HOG RING C TENSION' POSIS LINE POST TIE OPENH' C E ,_'EAF -F P/ B! GATE LE VAT FACE TO FACE So & RND SIZES IPOST TO UPRIGHT :> 1 lO" '-[3353MM] j 4" [102MM] SID FOR SQUARE & THROUGH OR ROUND GATE POSTS: NOTES: 12'-0" [3658MM] i 4" [102MM] OD 2 1/4" [57MM] TURNBUCKLE ADJUSTABLE "N*1 C I D TENSION BAR TRUSS ROD MIN DEPTH 2, CENTER UPRIGHT REQUIRED ON GATE LEAVES 8'-0" - ----- - [2438MM] & WIDER. CENTER RAIL REQUIRED ON GATE IN: 36" LEAVES 10'-0" [3048MM] & HIGHER. 81-01, MAX SPACING MM: 914 5WING -A I M WIDTH IN: 12" 12 -"j; t ­'­"­''' 1f"AjWrTyVAjVC.F GAY.& . .... .. MM; CLIENT NOTES! _y L-7 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2, FOOTING WIDTH TO BE (4)X POST WIDTH. PINE RID Lrilt 3. DOME POST TOP & KNUCKLE SELVAGE OPTIONS TYP.ofl L PARK 2" [50MM] - 9 GA E, 1 T;--�,�A 7,': i,� \� 2" [50MM] OD 45.00* VILLAGE OF RYE BROOK 2" [50MM] OD ROOF MEMBERS CHAIN LINK FABRIC RAILS (TYP) COUNTY OF WESTCHESTER 7 (ROOF PANELS ONLY) STATE OF NEW YORK f 1ZT" RZA G*02` VXVY-Z CZ��L./" C, HA j W "XXI 7'-1" [2159MM] SHEET TITLE "X X LfjV'ff FTyVC-F 1VTS SHEr',"T P!_1A'11J TRUSS ROD TURNBUCKLE GRAPHIC SCALE End/Corner Section Line Section k AS NO TED POST TOP CHAIN LINK FABRIC, LINE POST SYM ABT CTR ROUND END & (TOP SELVAGE LOOP CAP CORNER POST OPTION) 5'- 7 NK X1.66" [42.2MM] (1 5/8") OD CHAIN LI NORTH RAIL TIE , TOP RAIL FABRIC LINE POST (ROUND OR 2" [50MM] OD ROOF MEMBERS TENSION HOG RING 1.66 [42.2MM] (1 5/8") OD WIRE,' CD BRACE RAIL 2" [50MM] - 6 GA CHAIN LINK FABRIC + 18'-0" "X (LOWER PANELS) < BOTTOM SELVAGE KNUCKLED 12'-0" RAIL TIE 4" [102MM] NAME DATE LINE POST TIE .......... OD P BO6 OST DRAWN BY b TTOM RAIL X [42.2MM] (1 5/8") OD 1.6 CHECKED BY ---------- CHAIN LINK +i FABRIC REVISIONS TURNBUCKLE ADJUSTABLE CD TRUSS ROD TENSION BAR MIN DEPTH IN: 36" GRADE Issue Date: 6-19-01 MM: 914 8'-0" MAX SPACING Lj X­­ WIDTH [50MM] OD IN: 12" RAILS (TYP) Ej FVAT j 0 {,,\j A FEN�­[_ Lj MM: NOTES: NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S, DIMENSIONS. 1, METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. FOOTING 'MOTH TO BE (4)X POST WIDTH, 2. FOOTING WIDTH TO BE (4)X POST WIDTH. MIN DEPTH TO BE 36" [914MM3: 3. DOME POST TOP & KNUCKLE SELVAGE OPTIONS TYP. LBASEBAI L_ BA"I""S'01' L_ - t'_- i "I 1_11 I 1 -1 1 P 4 WF1EN TREE 15 ON-7 SLOPE SLOPE N 1 MULCH TO MEET GRAt?E I..JNI)I5T1"Ep SOIL 2 TIMES CIA, OF POOT13ALL r MIN, MN TPW 15 ON SLOPE N ENt? MULCH TO MEET CAM --\ - PRUNE PEAR P3RMN ANP/ OR 1915EASfP WMI` E5, t?O NOT CUT 0MP STAKING P5 UNNECE55ARY UNLE55 TITE CAN NOT SUPPORT 15 OWN WE1GMf, THAN 5TAKE AT THE LOWEST POINT VHIT TIf TREE WLI, 5TANP L RUK U5E ONLY ELA51IC MATERIAL TO HOLD TPA TREE TO ALLOW FREE MOVEMENT IN WINO?, 5NOW, ETC, -- TREE !PING WIT I15U% OVERLAP — GRAD AT WHICH TREE GREW IN NIF5ERY — 2'' 9OMP1 PINE PARK MLLCH — 5" 5AUCER RIM --- EIN15[tp GRAFIE REMOVE MAP FROM 1/ *5 TOP OF ROOT &L REMOVE ENTIW SYNTHETIC MAP, REMOVE WIRE BASKETS USE EX15T1N6 EXCAVASP 501L FOR P3 CKFILL - AMENP WITH ORGANIC MATERIAL OR LIMN, A5 NECE55AFY, TAMPED CROWN PLACE ROOT6ALL ON COMPACT O SL06RAI?E 0R MINIMAL FILL TO AVOID 5fftING OF TREE N 074 � Wril 01 � M 0- VMW�— 2m 6"" UNn15TUPC P 501L 2 TIME5191A. OFti POO13A1 - MIN, t 1 1 f-') NTS e1 u lvrs PPUNE PEAS?, I3#MN ANP I OP f915EA5EI? I3PAN0f5, PO NOi" CUT LEAVER 5TMNG 15 UNNECE55APY UNLE55 TPEE CAN NOT 5UPPOPf 15 OVvN MU —If. THEN STAKE AT T1�t LOM5f POINT W,-ERE T1f THEE WILL 5TANt? UPPIGHf. U% ONLY ELA5fIC rViASOk TO Hat? T1f TPEE TO ALLOW FTE MOVEMENT IN WiNP, SNOW, ETC, GRAt?E Af WlICH TEE GPEVV IN NL95EPY 2" 51-1PEMP PINE M MLLCH 3'" 5AUCEP P1M - FIN151l? GPvPa REMOVE LX11P.AP FROM I / � TOP OF POOTPALL REMOVE ENTIPE 5YNT1fflC r�UPLAP. PEMOVE WIPE 13A5KET5, Uk EXISTING EXCAVATT P SOIL FOP CWrfILL - AMENP OPGANIC MATERIAL OP LIME, A5 NECE55ARY, COMPACfEP AMENPE12 501L 5-t&L GENE WATEPEf? IN, TM. SHALL M MEP VVAfEPEI? tFON PLANTING. TAMPEn CMN PLACE ROOT &L ON COMPACTEP 5106PAf?E OP MINIMA!- F LL fO AVOI12 5EfTLING OF `1PEE PP,UW PEAR XOKEN ANP/ OP? PIV5E9 C3PANCHE5 PLANT 5HU5 AT THE SAME 12EPTH A5 TIDY WEB GKOWN IN THE NURSEP;Y, PINE �RK MLLCH (-5" WTH, 5HPWPn P) 51' SAUCER .L"AAW REMOVE TOP 1/ 5 OF 6LLA, REMOVE ENTIRE SYNTHETIC 6LRLAP OR WIRE [�A5KET5 USE EXI51IN6 EXCAVATEn SOIL FOR I3ACKFILL - AMP WITH OUNIC MATTER ANP/ OP LIME A5 NECE55ff\Y, PLACE 5HU ftL5 ON COMPACtP 5WCM3 OR MINIft FILL TO AVOID 5ETTLINC OF PLANTS. UNP15TUR13EP 5UP501L NOTE: PINCH PPCK CENty TO CENTEI; 5rxING LIGHTLY HYMNING 5ff PLANT 5HEI71.0 NATIRAL 9WE fEMglE CONTAINEDPROfECTIWG KOOf ML,13IMkT-l.YVA111 IN5TI?11MENT & GENTLY C0tV 0Uf PO0t5 jj EK{STING GCE tt nil PIT "MntH TWICE TI, PIAMETEP OF �00ri3PI L SEED �lvrs AS NOTED ca WAO,&All ��1111' = I-Woll Jf0 ae, .lost.• Oelaware .serr w Black avnl -ow P00 (llteraal 'Weh£%1'hol) 11 orlel�`•.Lam, • SIV 10OAfH.12ff JR , 041, AWAY rA fAYO-n. V-4w'gA PARK VILLAGE OF RYE BROOK COUNTY OF WESTCHESTER STATE OF NEW YORK SHEET ME 1 Sa i F r u r f DETAIL S T T T >�.. i ♦ r� >� i 1 #r !/ # - ,�%,.�. „��, :.-.r..�.,1«.>... �r4z3�i,,,, ;��t'..,.,a,s�,✓`..2�.ttr�`,�`� �.: ''>... +��� ,. .sx �r i r r HAWVV00PMIlCH TOP501L MIX COMPACTro foOL!L" , VER - R. 4. zVTJ. V6 r � LEGEND _ ONNDtMENT{StI 'LEGEND :ERIN3S HUDS ... �...... �..........a. PROPERTY LINE - - _ 1. THE ENGINEERIS AUTHORIZED TO MAKE ANY CHANGES WHA TO-�-------- -- EXISTING CURB _IMPRO IMPROVEMENTS 'SHOWN ON OR NOT 1 CONTRACT DRA TO - - - - -- .- uT-PROTEC11 ON _ _ _ - �, /x�Tv' --___ _� � � i��� � � � M / EET IUD TIONS. PACIFIC PROPOSED culls --- - _ _ -- _ _ _ -- , �,, - -- -- -- _ , .� ---x- _ �� 2. DESIGNS, INC. "� T _ �, - - -- - -- a� �. � THE UTILITY MAINS, DUCTS, PDXES AND SERVICES IN THE LAND?SC'AP.E Arc TUPv f 215.3fi EXISTING SPOT ELEVATION-S- - - - CONSTRUCTION AREA, WHERE SHOWN ON THE CONTRACT DRAWINGS ARE �ZQ , 21 / _ -- 21 ` ,, AL PLANNING + 215.30 PROPOSED SPOT ELEVATIONS ®- - -- �` �' " �` T T ` + '� -- ,, - - -- - - ate x e rAT THE APPROXIMATE LOCATIONS FURNISHED BY THE VARIOUS ,,,.- -- r -- - -- ...�. �., x � `.. P. fl. 84X 3749 2vo / 21 f t--w------ �, - U71UTIES CONCERNED. WHENEVER EXISTING IMPROVEMENT _ INFORMATION IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED xINGs N, x1' 12442 � EXISTING CONTOUR LINES � _ CRITICAL AREA SEEDING _ -- -- -� � � �� � �., PROPOSED C8P}TE1t�f�'LINES ._._ �. � �- _..�._ ._._ __ .:.._ _ �,, / r� .�-' { �..,� � TO THE TRACTOR AT A LATER DATE, IT IS UNDERSTOOD THAT SUCH (914) 339-6903 P r I ,� INFORMATION IS EiIRNiIED IN FAITH FOR THE CONTRACT{XtS (914) 339-7068 F ; '---- CONVENIENCE THE CONTRACTOR MUST ET THIS INFORMATION hudpacnp0&o1 coin EXISTING UTILITY POLE I�, �i 1 �VN_ 1�N� � - _..- -- �------- r r f' I! f ` �` ,a ACCORDING TO HIS 00 JUDGEMENT, AND MUST MAKE HIS OWN . ' EXISTING LIGHT POLE 1 2 / 21 � ,,, -' �- `_ ~' -- --- .- ` - � � x �+ -gip p t � t� DETERMINATIONS REGARDING THE LOCATION � ALL IMPROVEMENTS. NO CONTRACTOR RACTOR LL NEED CLAIM WILL BE ALLOWED BECAUSE OF INCORRECT, IN OR -` �" Y �.. _ -" `� -- - - '' I i! / �'-' � �. � OMITTED EXISTING IMPROVEMENTS INFORMATION. f� C)L PH RC.) TFEL D NO PROPOSED-C-A-TCH BASIN - 14" f -- -- -- -._ - - - �- - _ � �� f TO /��NI= CONFIRM STOCKPILE ���tN�����tj O EXISTING DRAIN INLET / _ 1 I! �� I 2� a -QUANTITY 11TY PRIOR TO BIDDING. 3. ALL MATERIALS, SPECIFICATIONS, REGULATIONS, RULES, 2DC1 White Plains Road �• � �- -- -� � � � .T �. v. u... ~. `� � r New York 10591 IR PROPOSED DRAIN INLET s `� / Z 13 �` 1 ITS, ETC., OF ALL STATE, COUNTY AND LOCAL GOVERNMENTS, Tarrytown, to. 1 � � ' AND ALL UTILITY AGENCIES SHALL BE FOLLOWEDBY THE (914) 6i31--8600 Phone O EXISTING DRAIN MANHOLE' l 0'' / II ,� $ - - ,' 0 SEE EMBANKMENT STABIUZA11ON DETAIL CONTRACTOR. (914) 631-5769 Fax - - �' THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE STATE OF NEW, �� G PR PAD DRAIN #MANHOLE �' `� �1 1 - i �� j �' fl/ 11 ? -- - - - _ `' ,, f YtIDtK DEPARTMENT { LABOR, BOARD STANDARDS AND APPEALS Q EXISTI .SEWER MANHOLE \ 1 f! 2�7 `` `� �� INDUSTRIAL CODE RULE 53 - #CONSTRUCTION EXCAVATION AND je & ecn.ftr. -_ ��,2& DEMOLITION OPERATIONS AT OR NEAR UNDERGROUND FACILITIES', (914) #40-y xo (W4) �-7518 � PROPOSED EWER MANHOLE / / ! ,/� ff °1 2�p , ' �(T� - - > f) x EFFECTIVE 1, 1975. THE CONTRACTOR WILL BE REQUIRED TO WOGRAPHIC IWORMA77ON 5YOWN f / 11 \ ockpile /// ✓ - - "�" �I STI N G H Y�SR A p � �,,.-�- 2 � COMPLY WITH ALL APPLICABLE REQUIREMENTS t�` INDUSTRIAL CITE N£REf1�t w�4S tNTERPt7Y��4 7ED t7�oA�l __ / 02 J f 24$ \ 39 RULE 53. AN ACTUAL FIELD SURVEY j % 1 - X �r �-' �5 PERFORMED BY WNTRACTORS' UNE PROP E.D HYDRANT ,r''f � �1a-- � o�p%�25 � ...-- -- `l�t \\ .�+"'"'","'�.. \� � � ---s � f.•f' � � .��,, i,, `--""-2r,5.______--x 5. e4' GRADE' SOU7N /N APPRO.�1'1MATL' 2' I' o X2© 2 /' \ - - - - - 11 � THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, �(�VS, LIGHTS, USGS DATUM. x 209• l k Og 5.87e r�/,% _ -- �'s - ~ ~ - - _ ETC., FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF THIS CONTRACT', ALL IN ACCORDANCE WITH THE LATEST Es ~ w r _ NYSDOT MANUAL OF TRAFFIC CONTROL DEVICES. eRoE _ srp,� / _ / / �•� x ' - 6• THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND ((rjv1X DIRECTIVES OF THE LOCAL POLICE DEPARTMENT. o$70 gk f �� / f //�l III \\ \ �\ a� -211- - \ 7 THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES t 2Q9.T o�3 \ - /� // ( \ \ \ ° � `,, TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE CONSTRUCTION. �T rlr© 3 05. �2° 1 I \ \ } ° ~ g THE CONTRACTORSHALL Y NTH THE LATEST OSHA CONFINED SPACE ENTRY F x J I \ \ I REQUIREMENTS (29 CFR PART 1910). x \ > X \ \ ( ¢ x 9. COWRACT R SHALL COMPLY WITH THE LATEST REVISED OSHA SHEETING ` I I �KQUiREME" (29 CFR PART 1926.650, 651, 652 }. w6o0 STAKE7 k9 f_ 06_ x I 11� f 1 l 1 f % 4 MIN TRENCH SLOT \ 99 205� 3 k ' I I `� ., ,� ° f HYDROSEED AS PER wESTCHESER COUNTY BEST MANAt T PRACTICES \ x / X101998 "L n "() 5 f o 2°°� { '� I I f f I �� I 1 MiRA1,iAT EROSION CONTROL / GETATION MAT x2° /ry PROPOSED MADE 2°a - `~ ��9 DI. A-3 yo I x 9� .�'�' d RIM 208.0 a I I 1 1�03 i �-•-- GENERAL NOTES: / � 2� I 20�' � 1 x 209.25 + x2 �' 1 ',�3,$6 1. DO NOT STRETCH MAT OVER GROU_ /ND. MAT SHOULD LAY FLAT. 2 CUT CHECK SLOTS ACROSS BOTTO//Rt AND UP THE SIDES OF THE SLOPE. 3. STAKE AT 3' TO 5' INTERVALS A/L(k)NG EDGE OR IN TRENCH. 4. OVERLAP EACH ROLL END OF MAT BY S NTH UPS LOPE MAT ON TOP. 5. OVERLAP ADJACENT EDGES OF AT BY Y AND STAKE. CONTRACTOR TO FOLLOW MANUF S INSTALLATIONS GUIDELINES. EMBANKMENT ST1ABIUZATION FI /f SILT FENCE AS �2DERED BY ENGINEER i i i t 09 0 209.39/9010 <0 209.50 209.40 X ° 14 // vv �� ,- k a 1 i x ° fr x20 k " X 4b' 1 " -. _ - . "\ x2°� 6 X2°� X�o v r X �° - - �., PINE L, RIDGE r PARK 01 f x 091,5t? 11 ;,' / a` _ >y - _y 1 f \ IALLAGE OF RYE BROOK Slone Zh70l , / ' k1 f 5k \ COUNTY OF WESTC`HE`STER ,tea - s rrr / f x jl 2° \ STA TE OF NEW YORK ©a'j J 209.11 x�° 5 f x01* / ` \ x!SAW Tnu of ' t - / GRADING AND r `� � - _ - 05 t SEDIMENT x 101' $ _ __ � 2 .50 _ MH. X� a° \ e 20D sCONTROL f'RIM 07,50p X GRAPIW SC" \ \ ��,1 --,-------_ INV. 202.80(1$) / E,-fsTlG \ \ \ x { °�° ,%'s� + 207.75 ! `- -�� / STORM WATFh \ e f 1 "� 24 14 2a x DI. A-4 X1o1, ---,.~„�,---....,,. 09 a°y9 /T�Iv \ 1 1 , \ X ° .41 RIM 207.20 �" ° _ l�...,,,,, x 209.50 $ DMH. A-V2°5 1 ��� ��� INV. 203.19 Q "``--° _ 1 RIM 2 7.50 / EX. DRAIN MH. h `� INV. 2.97{18�}�i INV. 201.10 (18r) INV 204 001 an xp x 207.25 \ 04 Cancrefe i / �k 6y k2 x x2 01 Rt A pfe Y? 05.lo x1 I r°ple 59 x20l.11 9*' �20190 ol 6 "(7ple 20" "co/& 16 � fi:aple � � 2F 9ol 6A l2" lire / 15 Prhe 16" Pri 63 °6 909 V i t t / � � .. ! /i 7u`l? � a .. t `"%.• t, l' r t.. `+ it' z r V .... Sm. , e _ 4 ;1t ♦t ♦ - i ,, „` , \ hlirlti Jt'' r .Jt ,� Jt t'•M /� ,r% t' f �.% ,� 4Y I I ee j i 4 t t fj7: ` ►r;, 11 't r «r Ii , !' j ! 'x Y t t: •i;t,r �� t' t' y �� ..,... ... _, , <.w. i' ' ♦�#. �' } �, a 'R i� ' `�... ,. `, t ' 'W+- �.. t .1_ . h. , � , s �q\■ f,r � i '-�4t rJ � it _.. __... ... ___.v t `i.... MIIA, % ♦ P Imo•.:`' 1� r Il li a ....... ..._ .� .�. •,. �.�i�ll ��„�'+ ��! :/,r;r � t / -r . .�,. � ....: (t � , • t` a -i • t / lb ►10 let, a., 1s t � .:. `►- .✓/ }t t gyp, � arty t •S•.« / - / �"s1=�,�:�I�I�it<�►�;�ti�'�tj'�'•►�'�►�,/►'►I�I�����►r r,�r�r a► �• >r � - i t ► !ir i �! �.. .9...�� � .>�.�i.Gs♦.�I�j���,�� j����; j�#+�,�1�`�'P�r+l►�I����I►�►�l�l����►�►'ii'�'�.ti..`.r�►�3 ' �;•' t +� t , , , '' "`' ' , , 4,, �.�►_VLi.L4r.�1_�.�A,�►wr.Lr,4!Ua s• ;' Te�r�nls(Gourfs jr4pprox. G' rt hfor&inyj t x, xv, x2 2�°• x �� 15 ti• E 36 > x -�- X2 c f BMW W. v J f � ,,•' �33 4, e i ANY OR EVISIONS OF THESE PLANS, UNLESS 1 20" Prue '! ,� Do E BY OR UNDER THE DIRECTION OF THE NYS LICENSED ` t t .� 1 AN REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW, U:\AUAU-UWb\HYEBHUUK\P1NE HIDGE PARK SITE.DWG ATCH L�.INE / Raitraad Tie Sand Sax Pfcrgraund Area -Jungle C_ym " (Waadchip Cauered) % a� Pafe 0roo Infet 1� Rim=210.0 ` t f f tnv=248.7' C0174 rete 117V=208 7' Cover Limp inlet Rfm=2102' Boskefbalf Courts f, Inv-20g.. 1, (A,00rox. Court Vr *i,70 Cover 4 4 tl ,rJuc L?r /nlet Rim 10.2' 1nV 08.7' t �1 Ra/f Rood Te Retain/ng W0I1 1747g001e ---0 Utiffty Pale ck ng `er Murrtry Woadraw Velr,Orlo1 Plaque QIC'aGl7erS I on Asohalt t �.� /6!antrofe Curb Rim=209.1 ' ` i Catch Basin dYater • Rim=2CJ.?'9' t�alYes 1 1� 1 f tj? Tennis Gvuris fAerprax. C rt" rM4991*iny) v v Chfuh Zink, FenE'e HUDSON PACIFIC DESIGNS., INC. LANDSCAPE ARCIV=TUn EMVM0Mi ffW.4L PUMMIMG` P.O. BOX 3749` E KIMGSTOM, NY 12402 (914) 339-6963 P (914) 339-7066 F hudpacny&$oL cam DOLPH RCS TFELD ENGINEERING 200 White Plains Road Tarrytown, New York 10591 ' (914) 631-8600 Phone L_E IST1N TED (914) 631--5769 Fox DERGROUND AS SHOWN �► �,,, .9 40W Road Ca"ty , •rt W Ws , Y&* roves co Phmw 0"4) 00-- PSY: (g14) a.W-7518 TOPOGRAPHIC INFORMATION SHOWN _ HEREON WAS IWLWOLATED FROM Sewer AN AC7UAL RELD SURVEY mantra/e PERFORMED BY CON7RAVORS LINE p t, Chain L/rrk Fence Rim= 211.5' & GRADE SOUTH IN APPROWMA7E' i fn-205.. X (-) USGS DA RUM. -- -_-_ -L LJrainage UfiGy Pale ��� ..&.w y�� Qy� � I� fl 7'�,��'t�,'�� Tennis aorta fi AZ ...Alm rEi DN U, (Apprax. Co rt /t/arking) b` f �� %+ IT rr► anf G'uf=1C52'{%x HW 3 U / (ffilr'fy Pale ��r..-- �r� .. �- .----� �,/ T � • !� ♦ ! r Sever Link Fence Ud /f .•-- � Rim=210.7' LIGHT STANDARD TYP.ARCHITECTS A EE AND ELECTRIC DRAWINGS FOR DETAILS / Sewer �, � tlonfr0le 4" WATER SERVICE CL 54 DIP Pale �, Out=203B" ('N) 00 -' s� Ole del yocodOrfi —' PINE RID GE PARK `� ✓ MLAGE OF RYE BROOK COUNTY OF WEST`CHESTER STA TE OF NEW YORK wafer -' valvePROVIDE WATER DETER IN .,,. ---PIT IN ACCORDANCE NTH SAW rrru NEW YORK AMERICAN WATER. l SAW CUT EXISTING PAVEMENT FOR sewe FULL DEPTH PAVEMENT REPLACEMENT LEGEND UTILITY .ifctnhate Rim-2 6' In=201.7' jS) CONNECT TO EXISTING `U� EXISTING UTILITY POLE cut:: 201 s' (W) WATER WITH TAPPINGPLAN SLEEVE AND GATE VALVE # EXISTING LIGHT POLE IN ACCORDANCE WITH NEW YORK AMERICAN WATER o PROPOSED CATCH BASIN ❑ EXISTING DRAIN INLET 0 1 20 Ei PROPOSED DRAIN INLET O EXISTING DRAIN MANHOLE 1„ = 20�`-0" �i PROPOSED DRAIN MANHOLE E O EXISTING SEWER MANHOLE ' PROPOSED SEWER MANHOLE '— S *i 1W EXISTING HYDRANT PROPOSED HYDRANT W 4 EXISTING GATE VALVE RAW DAM 0 PROPOSED GATE VALVE =AWN or JLF 10--05--00 CBBCM ar sr — — EXISTING STORM PIPE STORM PROPOSED STORM PIPE 6-19--01 — SAN— — — -- EX SITING SANITARY SEWER PIPE SANITARY PROPOSED SANITARY SEWER PIPE W EXISTING WATER MAIN WATER MAIN PROPOSED WATER MAIN PROPOSED PERFORATED UNDER DRAIN BMW ate. ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED C, 2 AND REGISTERED ENGINEER . THAT PREPARED ° THEM, IS A VIOLATION OF THE N'YS EDUCATION LAW, C:\ACAO-DWG\RYEBROOK\PINE RIDGE PARK\SITE.DWG 909 Series GATE LEGEND Sizes: 3/4"to 2' EXISTING UTILITY POLE PURPOSE PRESSURE- EXISTING LIGHT POLE To prevent bock-siphonage and backpressure TEMPERATURE backflow of contaminated water into the Series 909 suitable for supply pressure up to PROPOSED CATCH BASIN potable water supply, when installed at each high hazard cross connection. 175 PSI and water temperatures up to 140'F. EXISTING DRAIN INLET Suffix HW stainless steel check modules for MATERIALS water temperature up to 2107 and harsh ® PROPOSED DRAIN INLET Bronze body construction, durable tight- water conditions. seating, rubber check valve and relief valve Q EXISTING DRAIN MANHOLE assemblies. Bronze body ball valve test cocks. CONNECTIONS PROPOSED DRAIN MANHOLE Series 909 Celcon check seats. Series 909HW Sizes 3/4" - 2" hove female threaded body stainless steel check seats. Stainless steel N.P.T. connections (D EXISTING SEWER MANHOLE relief valve seats, shafts, and flange bolts. Standardly furnished with N.P.T. body connec- PROPOSED SEWER MANHOLE tions and non -rising stem (NRS) gate valve shut -offs. 'tom EXISTING HYDRANT CAPACITY No. 909 Sizes 3/4" - 1" )v PROPOSED HYDRANT .- O EXISTING vA tic L, a PROPOSED GATE VALVE sT - - EXISTING STORM PIPE STORM PROPOSED STORM PIPE -- — SAN — — — _ EXSITiNG SANITARY SEWER PIPE *� SANITARY PROPOSED SANITARY SEWER PIPE _ 10 20 30 40 '30 ga ' W EXISTING WATER MAIN FLOW - rMM. WATER MAINMAINPROPOSED WATER MAIN No. 909 Sizes 1 1/4", 1 1/2", 2" , , f PROPOSED 4" PVC PERFORATED UNDER DRAIN fi 1? �Q l� 15 13 9 0 20 40 60 W 100 120 140 le0 FLOW - O.P.M. Series 909 provides superior protection in cross connection control for both cold and hot water installations. A unique, patented design incorporating the "air-in/water-out" principle, providing substantially improved relief valve discharge perform- ance during the emergency conditions of combined bock-siphonoge and back pressure with both checks fouled. OPTIONS: (Options can be combined) Suffix S -with bronze strainer HW -with stainless steel check modules for hot water and aggressive water conditions. QT -with 1/4 turn, full port, resilient seated, bronze ball valve shut -offs LF -with out shut-off valves. Prefix U -with integral body unions (3/4" and 1" only) Prefix FAE -with flanged adapter ends (1 1/4", 1 1/2", 2" only) NOTE: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary. For vertical installations, a vent elbow is also necessary and the direction of flow must be (up) for 3/4" - 2". FEATURES Superior protection against com- Ball valve test cocks bined back- siphon age/back pressure Low pressure drop bockflow (air-in/water-out principle) Simple and economical service Modular design with replaceable seats DIMENSIONS —WEIGHT (are approximate) A B B c D 0 4 E E E G i 1 slza DIMENSIONS (Inches) A B 1 C D E F G width Total Weight(lbs) SLess With trained Strainer 3/4" 18 13 7 5/16 4 4 3/4" 9 3/4 5 1/4 3 7/8 14 15 5/8 1" 19 13 1/2 7 5/16 4 4 3/4" 11 1/2 5 1/2 3 7/8 15 17 1/2 1 1/4" 22 1/8 16 5/8 10 3/8 5 6 5/8 12 1/2 6 5 1/4 40 42 3/4 1 1/2" 22 5/16 16 7/8 10 3/8 5 6 5/8 13 1/2 6 5 1/4 40 44 2" 25 5/16 17 5/8 1 10 3/8 5 6 5/8 14 1/2 5 1/4 40 47 3/8 QT 3/4" 21 1/4 17 1/4 7 5/16 4 4 3/4 11 1/4 6 3/4 3 7/8 14 15 5/8 1" 22 1/4 17 3/i6 7 5/16 4 4 3/4 13 7 3 7/8 15 17 1/2 1 1/4" 25 5/8 20 5/8 10 3/4 5 6 5/8 14 7 1/2 5 1/4 40 42 3/4 1 1/2" 27 3/16 21 3/4 110 3/8 5 6 5/8 15 7 1/2 5 1/4 40 44 2" 30 1/4 23 5/8 10 3/8 1 5 6 5/8 1 16 7 3/4 5 1/4 1 40 1 47 3/4 ! PROPOSED SPRINKLER HEAD PROPOSED BRASS VALVE W/ SHUT-OFF IN STANDARD PIT FOR HOSE BIB '—� E -"-'-' PROPOSED RELOCATED ELECTRIC SERVICE -- -- -- PROPOSED CONDUIT FOR LIGHTING BACKFLOW PREVENTION DEVICE NOTES: 1. By -posses around devices are not permitted. 2. RPZ devices are to be tested yearly in spring when installed. 3. BFD tested initially and annually by certified and licensed tester. Test results (form DOH 1013) shall be forwarded to WCHD, CWP, owner, engineer or architect and tester. The bockfiow preventer must be result every five yeas. 4. All devices are to be a minimum of 30" from floors. 5. An anti -rodent screed shall be installed on the floor drain. 6. RPZ device to be removed each fall and replaced in the spring. 7. Top is to be mode by City of White Plains, 8. All plumbing work to be done by a plumber licensed in the City of White Plains, and according to DPW regulations. 9. No work shall proceed without, CWP and WCHD approval. 10. Water line and irrigation system sholl be blown dry when device is removed each fall. 11. Use American made, ULFM approved valves. 12. Bockflow preventer arrangement shall not be altered without prior approval by WCHD. 13. Device steal be protected from the highest flood level. 14. Provide 4'-6" cover over water lines. 15. Disinfect and pressure test meter and backflow preventer rig before placing in service. 16. Adequately support\restrain all devices. 17. Where the distance between the water meter and the device is greater than 10 feet, all exposed piping should be stenciled "Feed Line To Backfiow Preventer-Do Not Tap" at 5 foot intervals.. 2" UNION TYP. ! • r ew�" Rifligvhi i N E 2" WATTS 909S-QT RPZ WITH TWO QT RESILIENT SEATED at AND STRAINER LOK BOX OR APPROVED EQUAL PROTECTIVE ENCLOSURE FENCLOSURE TO PROVIDE FOR DRAINAGE, DEVICE REMOVAL, UV PROTECTION, ! F � fJ •. i i' '! i ii 01 V oil I I .i111VI 11 0: 11111111 Z Lem 4 i Uel Li SIDE VIEW FLOW IN FROM PLAN VIEW FLOW OUT TO WATER MAIN IRRIGATION SYSTEM RPZ ENCLOSURE IMENSIONS(INSIDE.,2" TYPE "K" COPPER 1RRiGATION FEED DEPTH WIDTH MiN. HEIGHT 20" 64" 38" CKP�ti� N FIN. GRADE rTesnoaro PH"A! AAlT ^A1{11/ 1-- 6" CRUSHED STONE UNDISTURBED SUB BASE CONCRETE SLAB DETAIL FORENCLOSURE 1 al -- _ _j HUDSON I I & ' I PACIFIC DESIGNS, INC. LAMDSCAPE ARC:FitX'PECTURE . ,KNV=NWNT1AL PLANNING P.O. .BOX 3749 KWGSTON, NY 12402 (914) 339-5963 P (914) 339-7066 P hudpacny0aoL come DOLPH RCSTFELD ENGINEERING / f .200 White Plains Rood j Tarrytown, New York 10591 1 (914) 6X --8600 Prone / (914) 631-5769 Fox 2N—M reels" W & Sena Se Jr toawJ'004 IKetchfftir Canty a*pwt w»t. PAMIM Now, Yank 1004 A~ (X4) 9i8-"1V For: (W4) 00-1':i O TOPOGRAPHIC INFORMA770N'SHOW HEREON WAS INTER `0tA7LrD FROM AN ACTUAL nELD SURVEY PERFORMED BY CfJN7RACT S' LINE GRADE SOU7H NV APPROAIMA7Lr USG:S DATUM.'; \ �O Q,�pf f SSlOtyq! F OF -N 1 t BMW PINE RIDGE I� R s✓ s , WLLAGE OF RYE BROOK / COUNTY OF WESTCNESTER STA 7E` OF NEW YORK wo sewer 0IRRIGATION ilvn Rim=2i 1. 0' O'Vt='6..3' 111 r Out=20fi:2' (f3,% n - Rim2lJ9.1 , 0' tZ,_) UNDER DRAIN ;NNECT"EXISTING 1 aSETH WYE. 20 1mom O o E N S IRRIGATION NOTESO t�tT TT 1. ALL SPRINKLERS SHALL BE INSTALLED ON FIVE ELBOW / DOUBLE ORING JVAW DATE' SWING JOINT MOUNTED UP TO 1/2' BELOW THE FINAL GRADE. 2. EACH SPRINKLER SHALL HAVE THE RUBBER COVERED HEAD AND BMW or JLF 10-05-00 RUBBER SHIELD FOR POP UP NOZZLE. CIMCMW err 3. SCHEDULE 80 PVC NIPPLES AND SCHEDULE 40 PVC ELBOWS MUST USE TEFLLON TAPE. ''"M 6--19--01 4. TORO SPRINKLER HEADS, VALVES, ETC., OR APPROVED EQUAL. TORO VISION it SERIES CONTROLLER, 6 STATION OR APPROVED EQUAL. 5. INSTALL RAINSWITCH AS ORDERED BY ENGINEER. 6. RUN TIMES SHALL BE DETERMINED UPON INSTALLATION BASED ON FIELD CONDITIONS AND PRODUCT SPECIFICATIONS. 7. ALL PIPES TO HAVE A MIN. OF 18" COVER. 8. IRRIGATION SYSTEM TO INCLUDE ALL CONTROL EQUIPMENT AND CONTROL WIRING AS PER MANUFACTURES SPECS. ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE: NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. C:\ACAD-DWG\RYEBROOK\PINE RIDGE PARK\SITE.DWG ■ ■ FED SUITABLE 12" LAYERS 6" MAX z DIA. COMPACTED STONES 2 1/2- MAX COMPACTED SELECT RUSHED STONE OR 'TED 1/2" CEMENT PARGING ON OUTSIDE 6" #2 CRUSHED STONE UNDISTURBED EARTH CAMPBELL w 3403 FRAME ANGRATE DRAIN INLET FRAME AND r STANDARD CATCH BASIN TRAP -BY CAMPBELL FOUNDRY CO. OR APPROVED EQUAL 6" 2 q" N 1-2-4 CONCRETE BASE E PRECAST CATCH BASIN CB. A 6" T NOTE: 1. ALL RIMS TO BE SET AT (BINDER COURSE) PAVEMENT GRADE UNTIL FINAL PAVEMENT COURSE IS PLACED. (IF BASE COURSE WILL BE USED FOR LONGER THAN 3 WEEKS RIMS WILL BE SET TO THIS .GRADE & THEN RAISED AS NECCESSARY UPON EACH SUCCESSIVE ASPHALT COURSE. CATCH BASIN DETAILS SHOULD INCLUDE RUNGS INSTALLED AT 12 INCHES ON CENTER AND THE STRUCTURES T SHOULD BE CERTIFIED BY THE MANUFACTURER FOR H2O LOADING A- 1 1/2- TOP COURSE- N.Y.S.D.O.T. ITEM, 403.1701 TYPE 6F B- 2" BINDER COURSE- N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 C- 4" to 6" SUB BASE COURSE- N.Y.S.D.O.T. ITEM, 304.05, TYPE 4 AS ORDER BY ENGINEER A • A & AIL MOHEGAN LANE Wila#110 ROCK EXCAVATION z REPLACE WITH 3/4" :3 CRUSHED STONE OR t: BANKRUN GRAVEL AS 12" O.D. 12" DIRECTED. w cL NOTE. TEMPORARY PAVEMENT SHALL BE PLANT MIX BINDER, NYSDOT 403.13, 4" MIN. THICKNESS. ROCK EXCAVATION TRENCH CAST IRON WALL PLATE A � CAST IRON HOOD CAMPBELL DIMENSIONS iN INCHES PIPE PATTERN NUMBER A B C SIZE 2560 9 1/2 16 4 3/4 6 2561 11 1/2 20 1/2 5 1/2 8 2562 13 1/4 23 112 6 112 10 2563 15 3/4 26 7 1/2 12 2564 18 27 9 15 2565 20 27 10 18 *2566 25 1/4 30 11 1/4 21 *2568A 30 35 3/4 15 24 CAMPBELL DIMENSIONS IN INCHES PIPE PATTERN NUMBER A B C D E SIZE 2560 210 13 22 8 3 1/2 9 1/2 6 2561 210 13 22 10 3 1/2 8 1/2 8 2562 210 15 23 12 1/2 3 112 7 1/4 10 2563 210 22 33 15 6 9 12 2564 211 23 35 19 3/4 5 112 9 3/4 15 2565 210 25 1/4 35 3/4 21 5 18 1/2 18 *2566 210 30 1/2 42 1/4 24 6 10 21 *256800 35 48 27 6 10 1/2 24 * OVER SIZED CATCH BASIN REQUIRED CATCH BASIN TRAP 213litlT alya MECH. JOINT CAP StrawBale Sediment Barriers Stabilized Construction Entrance Silt Fence �--- `-- 25' MIN. WIDTH - - POSTS 3 ha CLEAN STONE IL 0" FLOW ®.. Y tf COMPACTED SUBGRADE SEC !ION FILTER FANG 8 SUPPORT NET `R 4" DEPTH POST FILTER FABRIC SEG'iPR2yA EMBEDDING DETAIL T VIEW -FLOW START AT exist. `BACKFILL 2 RE -BAR, STEEL PICKETS, OR A ,� C ANGLE FIRST STAKE TOWARD - - r • 2" STAKES 1 1/2' TO 2' PREVIOUSLY LAID BALE IN GROUND �-=- ,.� 50' MIN. LENGTH FLOW PLAN N �cmv e NATIVE SOIL WNW A INSTALLATION NOTES xlreE OR NYLON BOUND SALES PLACED ON THE CONTOUR 1, STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE TOE -IN METHOD EQUIVALENT. - ID REQUIRED, BUT NOT LESS THAN 5D FEET (EXCEPT D A 2. L SINGLE SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LIEN iH WOULD APPLY. JOINING SEC 11 S OF LING 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH INSTALLATION NOTES AT POINTS WHERE INGRESS OR EGRESS OCCUR. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER CLOTH WILL NOT BE REWIRED ON A SINGLE FAMILY 1. EXCAVATE A 4 INCH • 4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE RESIDENCE LOT, 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) S.:SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW), INSTAATATION NOTES CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM NTH 5:1 SLOPES WILL BE PERMITTED. 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH ADJACENT BALES. WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" . THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND OR CLEANOUT OF ANY MEASURES USED TO BACKFiLL THE TRENCH AND TAMP THE SOIL 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BAR TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. DRIVEN THROUGH THE BALES, THE FIRST STAKE IN EACH BALE SHALL BE PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. 5, .JON SECTIONS AS SHOWN ABOVE. ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. & WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO 4. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS ENTRANCE ONTO PUBLIC RIGHT OF WAY, WHEN WASHING IS REWIRED, IT SHALL SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO. AN APPROVED SEDIMENT TRAPPING DEVICE. - 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Inlet Protection Soil Stockpiling General Notes VDD#N STAKE o- SILT FENCE 3/4` STOW FILTER FABRIC - 1. Contractor shall be responsible for compliance. with oil sediment and erosion control practices. The sediment and STRAY BALE INLET erosion control practices are to be installed prior to any FLOW - +- +- FLOW major sod disturbances, and maintained until permanent I GRADE STABILIZE ENTIRE PILE Protection is established. 4' DEPTH - WITH VEGETATION OR COVER 2 SLOPE OR LESS 2. Timely maintenance of sediment control structures is the 6' BEPTH responsibility of time Contractor. AIi structures shall be maintained in good working order at all times. The sediment level in all sediment traps shall be closely monitored and sediment removed promptly when maximum levels are reached or as y.w ordered by the engineer. All sediment control structures •, �. , shoal be inspected on a regular basis, and after each heavy . coin to insure proper operation as designed. An inspection schedule shall be set forth prior to the start of construction. MtSTALLA710N NOTES rwvvwwrwv»vw+vrrry 3. The locations and the installation times of the sediment capturing SILT 1•��F ,�'E standards shall be as ordered by the Owner Engineer, and in accordance with forth in "Best Mnagement Practices 1. EXCAVATE A 6 INCH x 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET the standards set the Manual". PERIMETER. 4. All topsoil not to be used for final grading shall be removed from the site immediately and placed in a stabilized stockpile or fill 2. UNROLL A SECTION AT A TIME AND POSITIONTHE POSTS AGAINST THE BACK (DOWNSTREAM) / MIN. SLOPE MIN, SLOPE STRAWBALE5 OR SitTFEN WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). area. All topsoil required for final grading and stored on site shall be limed, fertilized, temporarily seeded and mulched within 21 days. 3, DRIVE THE POST INTO THE GROUND UNTIL THENETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 5, Any disturbedareas that will be left exposed more than 21 days 4, LAY THE TOE -IN FLAP OF FABRIC ONTO THSINDISTURBED BOTTOM OF THE TRENCH, and not subject to construction traffic, shelf immediately receive temporary seeding. Mulch shall be used if the season prevents SACKFILL THE TRENCH AND TAMP THE SOIL _ the establishment of a temporary cover, STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. Disturbed areas shoo be limed and fertilized prior to temporary 5. JOIN SECTIONS AS MOWN ABOVE. SUPPLEMENT WITH GRAVEL PILED AGAINST THE FENCE, seeding. INSTALLATION NOTES 6. Oust control to be provided as required using accepted industry standards. STRAW DALES It. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE 2. SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES 7. The Contractor shod keep the roadways within the project 1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF 50-75 FOOT clear of soli and debris and is responsible for any street THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES SETBACKS FROM TEMPORARY DRAINAGE SWALES. cleaning necessary, as a result of his work, during the course 2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVING REPARS 1 MAXIMUM SLOE OF STOCKPILE SHALL BE 7:2. of the project. OR 2" x 2" STAKES THROUGH THE BALES. SUPPLEMENT MATH GRAVEL, PILED AGAINST THE BALES 4. UPON COMPLETION OF SOLI STOCKPILING, EACH PILE SHALL BE SURROUNDED &, Sediment and erosion control structures shelf be removed and the area stabilized when the drainage area has been property 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION stabilized by permanent measures. THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP, REMOVED OR COVERED. $. All sediment and erosion control measures shoo be installed in SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOLILE SEEDED AND D B accordance with current edition of "Westchester County Best NOT ERODE, MULCHED OR COVERED WiTH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. Management Practices Manual for Erosion and Sediment Control"; 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED 6. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE. 4, CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED. 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. ° ea ° :a a Q a 4" CONC. SLAB CL. "A" CONC. FLOW NOTE: CLEANOUT TO BE PROVIDED EVERY 100' AND AT ALL HORIZONTAL BENDS GREATER THANDEGREES T"MrICAL HOUSE., SEWER CLEANOUT DETAIL N.T.S. BRING TO GRADE WTH BRICKS & MORTAR - 7/8" MANHOLE FRAME & COVER NO, 1254 MARKED "DRAIN" 23 3/4 APPROVED EQUAL. SOLID COVER 1' MAX, STEEPS ct (SEE DETAIL) i 0 cis d. 48" z HUDSON PACIFIC ,DESIGNS, INC. MMSCAPE ARGHITEGT ENt11i4(}NlEIVTAL PLANNING P.O. BOX 3749 KiNGSTON, NY1.2402 (914) 339--6963 P (914) 33t- 7Q88 P I1L1dpacny*aoL COIN DOLPH ROTFELD ENGINEERING 200 Mite Plains Rood Tvrr own, Nero York 14591 (914) 631--8600 Phone (914) 631--5769 Fax CV.lTnUC M ,WtTO & fiW1, tWff .78 La* Ronal, woft"afor taat"ty Alpaf WW# AWw New r«rr r r Ph~ (914) 940-77M FOX: (014) 9,0-24118 WOGRAPHIC INFORMA770W SHOnW,N�, HEREON WAS AN7ERPOaLA7ED FROW AN ACTUAL naD SURVEY PERFORMED BY C0JV7RAC70RS' L1NE & 6RADE SOUTH IN APPROXIMATE USG3 DATUM, 4RpfESS10/y, Z 'V �J PINE RIDUE P/Al 11r f l VILLAGE OF RYE BROOK COUNTY OF 4E'STCHES7ER STA TE OF NEW YORK DETAILS 1 r 6" OF CRUSHED STONE N.Y.S. #2 r,y XAMN DATE 60" clarm or ril- 13 3/4" STEPS SHALL BE PLACED APPROXIMATELY 12" ON CENTER FOR THE FULL ,DEPTH OF THE MANHOLE. NO STEPS WILL CROSS SECTION BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. STEP DETAIL PRECAST CON CIS 6---19-01 8" MiN. 6" \�j\f\�j\`�j\�j\�/\'j\ 6" OF CRUSHED STONE N.Y.S. #2 ETE MANHOLE ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE 'BY OR UNDER THE DIRECTION OF THE N"YS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A C 4 VIOLATION OF THE NYS EDUCATION LAW. C:\ACAD-DWG\RYEBR00K\PINE RIDGE PARK\DETi.dwg WATER LINE SEWER OR LDRAIN LINE 11 e DEFLECT PIPE AS PER MANUFACTURER'S RECOMMENDATIONS NOTE FOR ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR STORM DRAIN SHALL BE A MINIMUM OF 10' FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE PIPE & THE STORM DRAIN SHALL BE DUCTILE IRON. CROSSING OF WATER LINE OVER SANITARY SEWER OR STORM DRAIN N.T.S. SANITARY SEWER OR STORM DRAIN (PRESSURE PIPE) 18" WATER LINE LI2 L/2 JOINTSNOTE WERE WATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN, THE OF OF e FROM THE POINT OF CROSSINGe THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE' PIPE & THE STORM DRAIN DUCTILE IRON PIPE. CROSSING rO O WATER LINE UNDER SANITARY SEWER OR STORM DRAIN POUR AGAINST d ° 4 UNDISTURBED V EARTH - ---"- d a• ° a - d a e 4 a DOUBLE ACTIN( STEEL WEDGES STORM OR SANITARY SEWER NOTE: WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF 18" HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT. SEPARATION OF WATER MAINS AND SEWERS-- PARALLEL INSTALLAIMN N.T.S. 18" MINIMUM NORMAL CONDITIONS HOUSE, STORM, OR SANITARY SEWER UNUSUAL CONDITIONS WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF 18" MIN. BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE SUPPORTED AS DIRECTED BY THE ENGINEER. TO THE EXTENT FEASIBLE, JOINTS IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER. WHERE AN 18" SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS, SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPARTMENT SHALL BE REQUIRED. • •14 molm - NOTES: 1. 2500 PSI CONCRETE TO BE USED . • 2. BLOCK DIMENSIONS ARE BASED UPON • SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI 4° WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL 4 ' DESIGN WILL BE REQUIRED. 4 4 .4 3. WHERE 90' CREST VERTICAL BEND IS RESTRAININ a REQUIRED APPROVAL MUST FIRST BE BANDS INI OBTAINED FROM THE ENGINEER. A SPECIAL DESIGN WILL BE REQUIRED. NOTE 4 .4 ° vo ° 4. 2-#6 REINFORCING RODS REQUIRED FOR 16" a . 45' BEND; 1 #6 REINFORCING ROD REQUIRED © ° FOR ALL OTHER BENDS. EXPOSED BARS TO Q BE PROVIDED WITH PROTECTIVE COATING. ELEVATION 4 9 4- NOTE: CREST VERTICAL BENDS IN ADDITION TO THE CONCRETE THRUST BLOCKS, ALL FITTINGS TO BE TIED TOGETHER WITH 3/4" GALVANIZED THREADED RODS, AND ANY OTHER SPECIALS AS DIRECTED BY THE WATER DISTRICT. FIBER - CAP, PLUG Oi VALVE -1 (CAP SHOWN) �4 4. V t� '4 0 4Ld ONE # i AN NOTES: 1. 2500 PSI CONCRETE TO BE USED 2. BLOCK DIMENSIONS ARE BASED UPON ' "• • SOIL BEARING PRESSURE OF 2000 PSI LG, AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL 4' 4 4 DESIGN WILL BE REQUIRED. 3. TIMBER TO BE DOUGLAS FIR CONSTRUCTION GRADE OR BETTER HORIZONTAL 120 PSI SHEAR E•FG 4. PROVIDE TAMPED BACKFILL AND/OR TION BLOCKING TO SUPPORT TIMBER. DEAD ENDS - T pia EXISTING WATER MAIN VAL PING SLEEVE FINAL GRADE -HUDS ON 5tNL COMPOSITION TO BE PACIFIC DETERMINED BY HUDSON AND PACIFIC DESIGNS, INC. DESIGNS, INC. LAhWCAP'L .A.RCWTECn= ENMOMMMAL PLANMG A.O. BOX 3748 FILTER FABRIC ALL AROUND :r XDVGS7'ON,, NY 12402, 1/4" TO 1/2" GRAVEL _ (914) 339-6983 P (914) 339-7068 F . hudpaen ol.com PROPOSED WATER MAIN FILTER FABRIC ALL ARIXIND PITCH 4' PERFORATED PVC PIPE - 10' a C?L PH RG TFEL ENGINEERING CON N EC11 ON TO EXIST. WATER ER MAIN EACH SIDE 200 White Plains Road UNDERDRAIN LATERALS Tarrytown, New York 10591 (914) 631--8600 Phone SECTION (914) 631-5769 Fax .i8' LOW ft" W*st~w 0^01y' Akp- rueu� 4 E.Y ENCASEMENT SIZE . 2 CRUSHED STONE Wkw mm YWA Pima {8t4) 9-nW Fanr ; (014) 849-•7518 ENCASEMENT 6" MIN. ALL AROUND -FROM 8" r PVC TO 6" BEYOND CPLG. ` 70POGRAPHIC IJVFaWA770V SHOWN SHORT PIECE OR SWEEP GRADE HEREW WAS INtfh'PfJ1.A7ZrD FRt7V AN ACTUAL FIELD "WY % % / % PERFORMED BY COVTRACrORS' LINE �`\�`/ & MADE SOUTH 1N APPROXIMATE 6 a U= DA iUM. r 6.q 0R ptP 52 xHCIP /�% CLEAN OUT CAP ' -- TO BE BURIED AND LOCATION TIED eyl �oaa{{�yssic 1 N A l1 o� 6 04 NOTE. 1 " no ^x's IF WALL EXISTS AT PROPERTY LINE: EXTEND 4 LATERAL T �a 3105 SERVICE LINE UNDER WALL. 8"x6" DIP TOWN APPROVED "FERNCO" '- CONNECTION TO �A OF€ 4 OR PVC WYE OR MISSION CPG. .____._ COLLECTOR WITH WYE DETAIL --- CONNECTION " WYE TO S" XHS CI OR DIP CLASS 52 SANITARY SEWER SERVICE LINES UNDERDRAl SYS M CLEAN OUT FOR INFIELD • CONCRETE VOLUME LCU FT ' i �iZ•1w� � mom AA NOTES: PLAN 9. 2500 PSI CONCRETE TO BE USED 2. BLOCK DIMENSIONS ARE BASED UPON ' " • SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI SECTION AA WHERE SOIL BEARING IS LESS OR WATER HORIZONTAL 13EN D aPRESSURE IS GREATER, A SPECIAL DESIGN WILL BE REQUIRED. 0 09�m PIN 'A N S ELEVATION THESE TWO FACES TO BE POURED AGAINST UNDISTURBED EARTH. # • 4 m m Imm� ' m �ffm mm�j��j�'� NOTES: 1. 2500 PSI CONCRETE TO BE USED 2. BLOCK DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 2000 PSI AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL DESIGN WILL BE REQUIRED. 3. BEND TO BE SET AGAINST UNDISTURBED EARTH, BACKFILL TO BE FIRMLY TAMPED, OR BLOCK TO BE FURNISHED AS DIRECTED BY THE ENGINEER. NOTES: # s czam WATER NOTES PINE 1DGE 1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS PAR OF THE WATER DEPARTMENT HAVING JURISDICTION AND IN ACCORDANCE NOTES: WITH REQUIREMENTS AND SPECIFICATIONS AS SET FOURTH BY THE I#LLAOE OF RYE BROOK 1. 2500 PSI CONCRETE TO BE USED SUPERINTENDENT OF THE WATER WORKS. COUNTY OF WESTCHESTER 2. BLOCK DIMENSIONS ARE BASED UPON STA TE OF NEW YORK SOIL BEARING PRESSURE OF 2000 PSI 2. MINIMUM COVER FOR WATER MAINS TO BE 4'-0" OR AS DIRECTED AND WATER PRESSURE OF 150 PSI WHERE SOIL BEARING IS LESS OR WATER BY THE SUPERINTENDENT OF THE WATER DEPARTMENT TO MEET FIELD PRESSURE IS GREATER, A SPECIAL CONDITIONS. DESIGN WILL BE REQUIRED. DETAI TEES3. HYDRANTS ARE TO BE LOCATED IN ACCORDANCE WITH THE WATER LS DEPARTMENT REQUIREMENTS. 4. THE SUPERINTENDENT OF THE WATER WORKS DECISION SHALL BE FINAL ON ANY CONSTRUCTION DISPUTES TO MEET FIELD CONDITIONS. 5. WATER MAIN PASSES UNDER SEWER. A MINIMUM OF 18 INCHES GRAPM SCMX VERTICAL CLEARANCE IS REQUIRED. ALL WORK MUST BE CARRIED OUT IN ACCORDANCE WITH REQUIREMENTS OF THE WATER WORKS. 6. ALL WATER MAINS SHALL BE TYPE AND WEIGHT AS SPECIFIED BY THE WATER WORKS. • 7. ALL WATER MAINS TO BE DIP CL. 54 CEMENT LINED. 1� a' 8. WATER MAINS INSTALLED IN FILL AREAS WITHIN EASEMENTS SHALL HAVE FILL UNDER PIPE PLACED AND COMPACTED IN 8" LAYERS TO HAVE A PROCTOR DENSITY OF 987.; TO BE TESTED AND CERTIFIED. BLOCKS TO BE POURED AGAINST UNDISTURBED 9. PROVIDE CURB VALVE AND CURB BOX AT END OF WATER SERVICE EARTH LINE IN BACK OF CURB. ELEVA xAetl 10 AIR RELIEF VALVES SHALL BE PLACED ON WATER LINES AT GRADE PEAKS WHERE ELEVATION DIFFERENCES EXCEED 30 FEET OR AS mum or JLF 10--05`00 DIRECTED BY THE SUPERINTENDENT OF WATER DEPARTMENT. Cap= or 11. ALL WATER MAINS TO BE PRESSURE TESTED AND CHLORINATED IN ACCORDANCE iwvmxm WITH AWWA STANDARDS C 600-93 SECTION 4 ,& C 651-92 EXCEPT SEC. 5.1 6--19--01 TABLET METHOD. ALL BACTERIOLOGICAL TESTING MUST BE PERFORMED BY A 1. 2500 PSI CONCRETE TO BE USED __ NYS APPROVED LABORATORY AND SENT TO AND APPROVED BY WESTCHESTER 2, BLOCK DIMENSIONS ARE BASED UPON COUNTY DEPARTMENT OF HEALTH BEFORE WATER MAIN ISP T INT O SERVICE. SOIL BEARING PRESSURE OF 2000 PSI ALL PRESSURE TESTING MUST BE PERFORMED, AND WITNESSED BY A NYS PE, AND WATER PRESSURE OF 150 PSI AND ALL RESULTS CERTIFIED TO THE WCDOH BEFORE WATER MAIN IS PUT WHERE SOIL BEARING IS LESS OR WATER PRESSURE IS GREATER, A SPECIAL INTO SERVICE. DESIGN WILL BE REQUIRED. 3. FOR USE ON ABANDONED LINES AND 12. ONLY DETAILS RELEVANT TO THE SPECIFIC WATER SUPPLY IMPROVEMENTS SHOWN DEAD ENDS WHERE NO EXTENSION ON THE PLANS ARE APPLICABLE. IS CONTEMPLATED. CAPS, PLUGS AND VALVES Oman 6 Rfm=2O.'9' --✓ Out=205.2 % DE RIPTION -PMfNt-DEVIlCE, CONDUIT, WIRE, ETC. -♦'Pil: r n. i ! 77 MOTOR 5TAKFER #► w • O--- NUMBER INDICATE5 hQR5EPOWER Yf UTILITY ME AND METER PAN ®VjUNCTION DOX GENE RATOR RECEPTACLE D15CONNECT AND RELOCATE EX15TING TO REMAIN ® REMOVE,AND RELOCATE UNDErt 51TE LIGHTING WIRING UNDERGROUNDGROU'ND w UNDERGROUND �. LIGHT w AND POLE ON RECEPTACLE Hr NOTE: I - ALL WORK, DEViCE5; EQUIPMENT, CONDUIT WIRE ETC, 15 NEW UNLE55 OTNEKWI5E NOTED. u'' sewer RlOnhofe Rijn 2l0 t'' Uiilify In-20i9' (S,) CONTRACTOR TO CONTACT PO/6 Out=20J8' (IV) OOOPANY I - OR oHvv R£ROMW6 OF TEL£PNON£ CABL£ Y 04 " 0 0 ,WOter TKO/ue 51TE FLAN - ELECTRICAL SCALE: 1 "= 20'-0" i. t Of PINE RIDGE PARK ` VILLAGE OF RYE BROOK COUNTY OF WE 'TCH ESTER STATE OF NEW YORK NO ALTERATION PERMITTED HEREON EXCEPT A5 PROVIDED UNDER 5ECTION . 720 5UI3DIVI51oN 2 Of THE NEW YORK ey R e• sheet a STATE EDUCATION LAW.. � LYNCH ENGINEERING, P.C. •pjg 0@0 E 1 PI P M THE ORIGINAL TH 5 ONLY �o �� Ro o � ca � ���-3���design by REF 'l RA N WITH TH THAT AK E DRAWING HA ARE MARKED ED WES ORIGINAL SEAL AND SIGNATURE OF THE !f HURY CT ATER 24 757 4916 L , �atrm b . A , Y Q �p lT7N1�® � ii � D ii ENGINEER 5HA141.. DE CONSiQERED AS TRUE - VauD CCUF'IE5`. dtkd iGR bY,. omAm PART SITE PLAN - ELECTRICAL SCALE: P , 20'-0" 'Copyright 2001 1 I LATCH ELECTRICAL MODULE WITH TW15TLOCK RECEPTACLE 5UPFITTER FOR NOMINAL 3" DIA. TENON GRADE CAST ALUMINUM RIBS PR15MATIC GLA55 REFRACTOR 0 LUMINAIRE HOUSING ,....• SET SCREWS 0 GR BALLAST PLATFORM FOUNDATION, MOUNTING BOLTS, POLES, ETC. RATE1) FOR 200 MPH WIND LOADING CONCRETE FOOTING MUST BE RECESSED UNDER FINISHED GRADE 1 ri!J te it # 1 � t tt 1 i y ------- LIGHT POLE .---INLINE FU5E5 —HAND HOLE LIGHT POLE WIRING NO 5CALF SPLICE # 10 AWG WIRING ,LLA5T J 1 5" DIA. BOLT CIRCLE PER POLE BA5E CONCRETE BA D -- PLAN VIEW NO 5CALF SINGLE 300V 3AMP. FU5E5 NEUTRAL DUMMY mL mL .e� FUSE BOOT OVER. WIRING AT ALL FOUR POINTS ,ak NOTE: IN LINE FU5E5 BU55MAN TYPE HEY FUSE HOLDER WITH KTK-R FUSES. PROVIDE BOOT FOR TERMINAL5 CATALOG NO. I AD5 12 INLINE fU f- DETAIL NO 5CALF s ,LVANIZED STEEL NUT, CK WASHER AND FLAT 6HER. GALVANIZED STEEL LEVELING NUT GALVANIZED STEEL ANCHOR BOLT 5CH EDU LE Of LIGHTING I�IXTU RF: TYPE LAMPS MOUNTING VOLTAGE FIXTURE MANUFACTURER AND RFMARK5 WATTS CATALOG NUMBER 1 OOW MH POLE 1 20V HUD50N * PACIFIC Df51GN5 UTILITY ACORN 5ERIE5 ELECTRONIC BALLAST ■ 1 5W-T7 5URFACE 120V HUD50N * PACIFIC DE51GN5 BUBBLE SERIES -CONCRETE 4000 P.5.1. GALVANIZED STEEL /r ANCHOR BOLT GRADE SPRAY IN5ULAT ON OVER BARE WIRE 5/5" x 10`-0' COPPER CLAD GROUND ROD WITH, #8 BARE COPPER WIRE EXOTHERMIC CONNECTION #8 GOOV INSULATED GROUND WIRE CONCRETE BAH - ECTIC N VIES it li i i! ti ii 1i 1i i1 ii i1 ii 11 i i i i i li i j, I i L .4 .. Lam_. I—....,.. �___ GROUND ROD BRANCH CIRCUIT POWER--",' /''112"x 18" GALVANIZED L TYPE BOLTS (4 PER POST) COORDINATE WITH MANUFACTURER' FOR PLACEMENT ,^--- BRANCH CIRCUIT POWER G" ITEM 4 BASE COUR5E CONCRETE BASE -OBLIQUE VIEW NO SCALE 112"x 16" GALVANIZED L-TYPE BOLTS (4 PER POST) - :� _ COORDINATE WITH MANUFACTURER 4. FOR PLACEMENT b I # 12 GND 2" PVC o ALTERNATE CIRCUITS CONDUITS � TYPICAL BUSHING Oil Or 5/5" x 10'-0" COPPER CLAD GROUND ROD WITH #8 BARE COPPER WIRE - a.. $ ; _ .e c� 4,000 ps' AIR-ENTRANED -- PINE Y E RIDGE E PARK i a CONCRETE FOOTING ca 2 0 UND GROUND T LIGHTISOLEA ,� � � VILLAGE OF RYE BROOK 11 NO 5CAL COUNTY OF WESTCHESTERj NO ALTERATION PERMITTED HEREON STATE. OF NEW YORK EXCEPT A5 PROVIDED UNDER 5ECTION:� 7203 SUBDIVISION 2 OF THE NEW PORK, Rev.sheet 5TATE EDUCATION LAW. cam. TICq� - . � 19 t}1 On . / / O POLEMOUNTED IXTU I . DETAIL 7�Tt INE RIN t^r �d(dph PI F THE ORIGINAL Of THIS P�aSAivrz�.E, » (9>.4)741-z290 dsslgn by. RAF ONLY CO E5 ROM E O G L S NO 5CAL DRAWING THAT ARE MARKED WITH THE LW WA`£ERBURY, CT 203 757--49i8 awn b C? t3 .� ORIGINAL SEAL AND SIGNATURE OF THE .p� t ii a UMB USIT a ENGINEER SHALL BE CONSIDERED AS TRUE ` c hkd b GRIt u_ Copyright 2001 VALID COPIES. Q m�.00al M Q BOLLARD FIXTURE GNG" EASTERN WHITE CEDAR POST, TYP. -1 E 0 d c� 3 #8 I # I O GND 2" PVC -- EMBEDDED PORTION OF P05T TO BE TREATED WITH "CUNAPSOL" OR APPROVED EQUAL ,,.—LIGHT FIXTURE HADCO RRB I /-H 120V, I5W--T7 Gil 3 #8 NEW TOP571L I ## I O GND 2" PVC I "XYXis\' \ BOLLARD FIXTURE \\ UND15TURBED G"xG" EASTERN WHITE 501L CEDAR POST, TYP. f 3 #8 1 # I O GND 2" PVC ALTERNATE CIRCUITS COMPACTED GRAVEL BACKFILL -DOLLARD 0011 ASPHALT CONCRETE TOP COURSE I" ALL AREAS - BACKFILL, SOIL, SEED EXCAVATE, AND REMOVE TO MATCH EX15TING ROCK AS NECE55ARY ALL EXCAVATION, BACKFILL, AND RESTORATION 15 DONE BY THE SITE GENERAL CONTRACTOR, CURB LIGHT IF IXTURE HADCO RRB I /-H I20V, 15W-T7 ASPHALT PATHWAY Oil, 51DEWALK ASPHALT CONCOURSE BINDER COURSE PATHWAY AREAS #8 GOOV INSULATED GROUND WIRE a — _ -- 5/8" x 10'-O" COPPER CLAD GROUND ROD WITH #8 BARE COPPER WIRE 3 #8 I # I O GND 2" PVC ALTERNATE CIRCUITS SUB -BASE COURSE PATH AREAS 4" ITEM 4 CLEANED AND CONCRETE ENCASE UNDER III —I 1 I i I I - —I- TAMPED BACKFILL ROADWAYS AND PARKING I I ICI I I� LOTS 51TE - - II III --III SITE LIGHTING CIRCUITS 3" OF SAND 4 #8 ALL AROUND I # I O GND 2" PVC 2 CIRCUITS ALTERNATE CIRCUITS SITE LIGHTING TRENCH DETAIL - DOLE FIXTURE ASPHALT CONCRETE TOP COURSE I" ALL AREAS - BACKfILL, SOIL, SEED EXCAVATE, AND REMOVE TO MATCH EXISTING ROCK AS NECESSARY ALL EXCAVATION, BACKf~ILL, 1 _-1 I i— AND RESTORATION 15 DONE III -I 11; BY THE SITE GENERAL I -III CONTRACTOR. CONCRETE ENCASE UNDER ASPHALT PATHWAY OR SIDEWALK ASPHALT CONCOURSE BINDER COURSE PATHWAY AREAS CLEANED AND ROADWAYS AND PARKING TAMPED BACKPILL LOTS 11 I I hI I I �4. I I - -III a 51TE LIGHTING 3 #2 o CIRCUITS 1 #8 GND 4 #8 2" PVC o I # I O GND 2" PVC 3" Of SAND 2 CIRCUITS ALL AROUND TRENCH DETAIL -- 51TE LIGHTING AND POWER NO 5CALE Lu Q z lu u Copyright Q 2001 QUAZITIF HANDOHLE WITH H2O DESIGNATION f-. WEATHERTIGHT COVER �,rrc,u: csrt�r ct # EIGHT POLE, 30A RELAY G f R ICE EPTAC LE DETAIL 20A GFP 2 # 12 /z FIBERGtA55 NO SCALE MOUNTING BACKBOARD 3 #2 G I #8 GND 3 #12 G # 12 ILSCO TYPICAL BLOCK R- I I LOK BLOCK #G BOND TO ENCLOSURE IL.SCO R. 12 LOK STRIP #8 AWG #8 AWG I FV7�7�6) TIGHT COVER II5CO TYPICAL R.-23 LUG 70 AMP RATED WIRE RANGE I G-4 AWG. NOTE: 1- FULLY INSULATE ALL CONNECTION 3 #2 7 #8 POINTS TO PREVENT TOUCH SHOCK HAZARD 1 #8 GND 3 # 10 GNI? �UAZfTE HANDOHLE 2i1 C 2" GALVANIZED STEEL VITH H2O DE51GNATION TO 51TE LIGHTING SITE LIGHTING POWER DETAIL NO 5CALE RECEPTACLE HAS DH OLE NO 5CALE ASPHALT PATHWAY ASPHALT CONCRETE TOP COURSE I" ALL AREAS - BACKFILL, SOIL, SEED EXCAVATE, AND REMOVE TO MATCH EXISTING ROCK A5 NECESSARY � . , , ! , F ALL EXCAVATION, BACKFILL, AND RESTORATION 15 DONE BY THE 51TE GENERAL CONTRACTOR. CONCRETE ENCASE UNDER ROADWAYS AND PARKING LOTS ASPHALT CONCRETE TOP OR 51DEWALK COURSE I` ALL AREAS BACKFILL, SOIL, SEED EXCAVATE, AND REMOVE ASPHALT CONCOURSE BINDER TO MATCH EXISTING ROCK AS NECESSARY COURSE PATHWAY AREAS° ASPHALT PATHWAY OR 51DEWALK ALL EXCAVATION, BACKFILL, M I I = 1 `I I i 5U8--BA5E COURSE PATH III=III: --III—I ANDRESTORATIONRESTORATION 15 DONE AREAS 4" ITEM 4 BY THE 51TE GENERAL ASPHALT CONCOURSE BINDER CONTRACTOR. COURSE PATHWAY AREAS III -III` -I I I� T CLEANED AND CONCRETE ENCASE UNDER - ._ A . .. I -III II .-•� I=1I -1 I TAMPED BACKf ILL ROADWAYS AND PARKING LOTS III umCI -III- 1 11- 5UB-BASE COURSE PATH =1 ITI I AREAS 4" ITEM 4 3" OF SAND' 111-1 I I- 4 # 10 ALL AROUND I. �lil�l l l I I I CLEANED AND 1 # I ®GND I1-1 TAMPED BACKfILL 2 PVC III -I 1 I- 2 # 10 SPARE II-IIMII II�IL1= TRENCH DETAIL - GFR RECEPTACLE ,3," OF SAND NO 5CALE 3 #8 ALL AROUND i # I O GND 2 PVC CIRCUITS A PINE V E RIDGE VE PARK ALTERNATE CIRCUITS SITE LIGHTING TRENCH DETAIL - DOLLARD5 No SCALE VILLAGE OF RYE BROOK COUNTY OF WEST H ESTER NO ALTERATION PERMITTED HE STATE OF N E YY YORK EXCEPT AS PROVIDED UNDER 5ECTION 7209 5UBDIV15ION 2 OF THE NEW YORK �� T`j {� sheet STATE IfDUCATION LAW. �' LV�C� Rev: ENGINEERING, P.C. ��� osl�slo� dd rg%fag l 0n (@9'0 © o ONLY COPIES FROM THE ORIGINAL OF THIS PLEASANTWIZ, ICY (914)741-1290 design by. 1R F DRAWING THAT ARE MARKED WITH THE.. !/ WATERBURY, CT (203)757-4916 drawn b . LC0 ©C3 Roads Q �` ORIGINAL SEAL AND SIGNATURE OF HIM ���� y �OC� � t� Pomona GAO � `� � # �� ���� .: ��' 2 ENGINEER SHALL BE CON51DERED AS TRUE chkd by aRL_,_ VALID COPIES. M02.001 ` a EXISTINGINCOMING SERVICE UTILITY POLE DETAIL NO SCALE EX15TING UTILITY POLE DY RI n(K HAM ll:;F Tn RF PFKAnk/Fn UTILITY POLE Df-TAIL NO SCALE .EX15TING UTILITY POLE DETAIL.CD im EX15TING UTILITY FOLf- DETAIL (D NO SCALE I EX15TING OVERHEAD SERVICE TO 13E REMC)\/ EAD PIEMOVED TO HANDHOLff BY BLOCK HOU51f EXISTING UTILITY POLE BY BLOCKHOUSETO DE REMOVED C) NO SCALE I #IOGND NO SCALE GRADE 3 #2 Li 2" PVC I #IOGND 2" PVC EX15TING UTILITY DOLE DETAIL -,EX15TING UTILITY POLE Df-TAIL (D NO SCALE EX15TIICI G INCOMINERVICE UTILITY POLE DETAIL NO SCALE NO SCALE PINE RIDGE PARK VILLAGE OF RYE BROOK COUNTY OF WESTCHESTER NO ALTERATIO-W STATE OF NEW YORK , rF-kMITTI=D HEREON EXCEPT A5 PROVIDED UNDER 5ECTION 7209 5UBDIV15ION 2 OF THE NEW YORK sheet STATE EDUCATION LAW. OLYNCH Rey 06/19/01 ENGINEERING, 'P.C. 04 d@)Uph P@)W@0d ONLY COME5 FROM THE ORIGINAL Of TH15 PLEASAMVIUZ, NY (914)741-1290 des4n by REE DRAWING THAT ARE MARKED WITH THE WATFRBURY, CT (203)767-4916 drown, by LCD E-3 ORIGINAL -5f-AL AND 5iGNATURE Of THE a= wMael, Pomona, mosdi), varrve;awne P" lalml ENGINEER SHALL BE CON51DERED A5 TRUE chkd by. gRL VALID COF(E5. aftloftool 5PECI f ICATION5 I - ALL ELECTRICAL WORK 5HALL COMPLY WITH THE REQUIRE MENT5 Of THE I 99G NATIONAL ELECTRIC CODE AND'ALL LOCAL CODE5 AND ORDINANCE5 HAVING JURISDICTION. 2 - BEFORE COMMENCING H (5 WORK, THE ELECTRICAL CONTRACTOR 5HALL V15IT THE PREM15E5 AND NOTIFY THE OWNER AND ARCHITECT Of ANY EX15TING CONDITION5 THAT WILL INTERFERE WITH H15 WORK. 3- ALL BRANCH CIRCUIT WIRING SHALL DE TYPE THHN COPPER, 51ZED ACCORDING TO THE DRAWINGS, 3" 5AND ALL AROUND, ALUMINUM CONDUIT ABOVE GROUND. UNDERGROUND CONDUIT5 SHALL HAVE GALVANIZED RIGID STEEL CONDUIT ELBOW AND PVC COATED GALVANIZED RIGID 5TEEL CONDUIT FROM ELBOW UP THROUGH POLE CONCRETE BAH. t3U5HING5 5HALL BE IN5TALLfD ON CONDUIT END. 4- ELECTRICAL CONTRACTOR 5HALL COORDINATE ELECTRICAL 5ERVICE5 fACILITIE5 AND MAKE ARRANGEMENT5 WITH OWNER FOR 517 RVICf CONNE CTION5. ALL CONNE CTION5 Of 5ERV(Cf fACILITIf5 5HALL COMPLY WITH LANDLORD AND LOCAL UTILITY COMPANY REQUIREMENT5. PAY ALL f ff 5. 5- BALANCE ALL LOADS. G- PROVIDE TEMPORARY LIGHT AND POWER FOR CON5TRUCTION, WITH GROUND FAULT PROTECTION. 7- COLOR CODE ALL WIRES FOR PROPER PHA5E/VOLTAGf IDENTIFICATION. 8- ENGRAVE BAKELITE NAMEPLATE5 5HALL BE IN5TALLED IN ALL EQUIPMENT DENOTING FUNCTION Of THE EQUIPMENT OR LOAD 5ERVICE - 9- CUTTING AND PATCHING, EXCAVATION AND [3ACKf ILL FOR ALL ELECTRICAL WORK 15 THE RE5PON51131LITY Of THE ELECTRICAL CONTRACTOR. 10- PROPERLY GROUND ELECTRIC 5ERVICE TO 5/5"x 10'-0" COPPER CLAD GROUND ROD, I I - GROUND WIRE 5HALL BE f URN15HE D THROUGHOUT THE ELECTRICAL 5Y5TEM EVEN If NOT 5PfCIf ICALLY SHOWN. 12- NEUTRALS TO BE 100% RATED. GROUND DAR5 25% Of MINIMUM BU5, 13- PROVIDE LAMP5 FOR ALL fIXTURE5, A5 INDICATED IN FIXTURE 5CMEDULE. 14 - 5EE ARCHITECTURAL DRAWING5 FOR EXACT LOCATION5 Of fIXTURE5. 15- CONTRACTOR 5HALL REQUI75T AND RECEIVE A CODE 53 BEFORE COMMENCING ANY WORK. c z Copyright 2001 DIMEN5101\15 30"x 3(Y x 24" H-20 WHEEL LOADING Ji A n ;= I h I i=rND/-IA If- RA PG. SECTION VIEW PLAN VIEW .HAND HOLE DETAIL NO 5CALE I NO ALTERATION PERMITTED HEREON EXCEPT A5 PROVIDED UNDER 5fCTION 7209 5U[3DIV15ION 2 Of THE NEW YORK 5TATf EDUCATION LAW. ONLY COPIE5 PROM Tt1E ORIGINAL Of TH15 DRAWING THAT ARE MARKED WITH THE ORIGINAL 5EAL AND 5IGNATURE Of THE ENGINEER 5HALL BE CON51DERED A5 TRUE VALID COPIE5. %EW PINE RIDGE PARK VILLAGE OF. RYE BROOK COUNTY OF WESTCHESTER STATE OF NEW YORK sheet LYNCH Rev. ENGINEERING, P.C. ark: 06/19/01 Q@Aph uz@)%l(@0d Pago PLEAsANTvnLu, NY (914)741-1290 design by REF WATERBURY, CT (203)757-4916 drawn by LC© 9@)@) WhIfte [POwNrm Road,; 7marry%owno MY 4MIM, E - 4 chkd by. GIRL oftIOL001 - - - - - - - - - - - - -