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P a6 � } \ }86 `1, 58 UnUh \ ? 8 k° S pp' 1 1 1 '� s g ao,B e, Q� - - _87- �? p�f SAN Ss Sa U S A A i r I ! }�tT t I BS?7 f (�A f - S } } f +asss I I f�I�/ x R Bg�F Rk'NG l as r s' - - - - ° sss _ alas l�. f \If!_�i/o A r e6os57 —87 - _ - ---- - - - a s I �� f ` ` a71p �/ ess r GArCy g - I JI1 1\. ° 4 Self } --8/- $ rl COWC - a \ o \� \ 01J ap llgy� 96 S +els - ! _ - - - _ - -88- - - I r ANy y0 1 I1n��, o p a s J k ?,//II/II CIFN£ v f gs rANkj�g "�?�, / sego s1 e - oy ka8p) +as e` 1 7.T1- /1// I II A 10; 00, 4�8°APp�. - --� .,q�y,' _88- -C 88 `47.,x.- j 1 1'I fIII 1 i' 1 YA / t3g'--C F N C Sj; tyg7a 7y ,--' rJ) 7a, �g, asPHALT BASKETBALL COURTS l 6"'- tSi,_,�REES aj ya APpfF ..-� / w w S, \ y CAr ----- T I fl `^- � R, BASN - �`' \�� $-, -`" l-- __._ r &9 48r�8 a -102- I ss- s a as e e7, p? e,s >s A S P'}?A' L i WALK sag a s s ASPHALT ? WALK 92\ SIGN ? }a T s a y \ a r- - , easy g1s+orrg ° aONpt 9ss +go1x kasB 9p a5 9 s ' r7 - - 9u - - y ar ` Js A _896_2"T 13° Ski Hrcyp - - - - 9Q f o fN 90 aa_ YFE CE - - - - - _ �8g -96 - 2S"ASy S�rtrN j ASH NrsORY /G�� !HERBY ORYY S2° 1^ A CHF A UnUTY 7 /Y9 91as yANy pp1F � 'I?s �93�1F� CA 4,930 SN /\S \ p - -_+ +yo .gxj .? 9pj• RRY 9,7 kORY } +s - --, ra +s a- gp /1° s ? s \\ \ 'a9 + \ \ ' g2— ' ® CATs ry / / j/rpy BASIN z sz I R;94g A\, gCC +9 ` ?4B 6 �'- LINK _ o -.-- - - - _ 9p �$ Iy - - / ��sFENCE ! - _ - �9_ - oa l --92 —93- �V �'� / x----+s?aA3}os1\ p 9 0 U W LLI G W � n z W r � >Z W C? o: MW 3 s a,ra 1'?4 a u � I- II L(1 91- 1 9 s/- ',-" 92 ��. CLzej u.doci Qda -92- 2r CONC. PAD 166 3\ jf A //ELEV=93.45' CDNC. PAD 4 ASPHALT 92. POST & CHAIN ENCS 4 S / /ELEV.=93.43` PARKING LOT // - —93- - - - - _ 'sC ?Or�1 C R E T E W A lT ss S CONC: PAD CDNC, PAD 91 _ - - - -9 / / //ELEVf933,59' ELEV.=93.4 1 \ \ 9 61 9!?7 9 ` ` 9?l,, �R E E 6� j1 z 91 \ sA�' UnlITY 93 ` \ 4 t /oV1 )( 2 S T 0 R Y B R I C K \ X000 A R f a Ur111r / & GUY d17 94 - 9Tpg \ \ \ i itoy PO4 RF t t a 9? B U I L D I N G , j \ 4 ( 9y 9q s4� 9J p- PORTCHESTER M IDDLE SCHOOL} k9------ 9 / � ! j/ / , M�p a s1 y7 -�. es \ p 11TV'� / � rt lF R (LOVER FLOOR ELEV. 93.59') CONI. PAD 9 / 'ELEV.=93.48` 95 (1� M FLOOR UV = 104.9Q') \ \ 4 9p syr CONC. PAD aEtow CONC. A©aA % \�' ffp) 0 �W A L K ELEV.=93.40' CDNC. PAD BELOW f 9�ar� 1 1 V S s BELOW ELEV.= V 9 7g 95 ✓ EELEV.=93.15' \' ::6&rilrYpal 1 a CAr — }� 9 ? s ?ys BENCH ON 99 3,s Jyy tys =�9.1w - �6 -� SIGN ¢g8'9ra J ` 93 g CONC. PAD i g ,j� E dIG OVERHEAD -WIRES lT-__ - It pT!(97- Y / / + G�NCH TY �LNCH TYP. V BENCH TYP. \ f B / G 9 N S RFA 98- CONC. LOADING z e CAT B r GR S - -98- - - - - - p Lie / / / /� W r NCH {TYP.j ATCy { ? { ) 9 GRAS { j \ y J rosy I pQ R 928 'SIN w BASS 298' /g ARTA�3� / / } -98� Cy R ASI AS A 7 Mq E - - - - _ o z 4' 1 n ,, AR v e a ' e w {E E4Go 04.90} \ /0° ! N pl -99- - - - - - - - - \ / o ? % fA \ -93 I -/ j ( +sss } k J v / // // // o g3 - CATCy B C CV C�T� LC, 1'1;!z51_ T/00, kj-_._-_`"'�1BB. 9g'� .B,S 9928 \ - `r / / /\ / / / / �Di`I�. PAD 9S� 9•JR�,g3 a�.iIN ?gl 9J c�Jpo 9 p-. ? �A$IN 3°y 994-9? ,SIN ,i,r 9SQRa9?$ 2. _ ro doop?1 \ 9g 1 CONC. PAD CDNC. PAD CDNC. PAD _ W _ _ 6 9 °9 _ _ S T57 CONCRETE / /a p jTY 17 852 1 / ELEV:=104.83' ELEV=104.78' ELEV.=104.80` ElEV.=104.76' - - - - - - - 9 _ - - C XBA // .v Z t? Tg +~ S, N' ` ' -101- - / ' ` o� \ ¢ y - - -�5 - _ - - - _ - a 95 - - - 9 i �R rGH BAST loss �°?9y R I _AS \ R'Ipz82, S1N / d// I / / . I ,N _ (SCypp1) / \J -99 ails\ 9y r9 _ -- - - - _- - - - _- - _ - .� - - - - - ` = _- - - � �3g' - oy0- -104 O(E rr AgFT - \ / +r oy - 93 1, \ R �t - - 23"M X27 SAP M T AA �' 1$"NAp / \ U - -100 _ - - - - - -100 w - - Oy s A PHA T \ 9s -102 APCF 1F ApIF / IF \ UGyt x Ugy GNr i{T - 9? 105 p z T pplf - -R° _ - - - - - - - - -1� - - - - ASPHA T CR r / } 2j9 1, p .,1us/ ,ca U vu lIG c r tIGyT 100 s, MAIN °1F "-104-_. np(£ B R i6 - } +- 103- - ' T mss/ O N y yy 9 "FAptf Rp T / / p01 t 1 flo(F ( x o° + } + h 7f} + - -. --8 R I C K w A L L ro + /106- = = s NV A- J/ / FJd T S �i __ _ 02-` ro 9p rs }rp �� '1sy M CO\idC STE Wi�°H( !0416 n r r e CONCRETE WALK res j °s 6 � (ON,, 01 CONCRETE SIDEWALK a ap z, ° °s9 METAL CANOPY °? s f k�Bt(Txis 3 NWgY) r y 27 s' AtGy ICy r 1 1 C. a r J - 3 Gy BA s o y 07 C 0 RET W A rr SIGN - b ° R;gg86gASIN O 4'101118A5N R 1p y BASIN o R,1p2g2' S(N b ti4� f 0 CArC ?i (N° T ■ P act - - _._ ._._ - - -moo- � a i - - - - + / 4 o n 298' w g R,106NASI l! URN r/�+�i ry�a9 o ASPHT !)-DRIVEWAY xJp Jp �°' °as,- ' tiQ ASPHA T DRIVEWAY .� Q� f18 N qRS - ) NOTE: o \ J 1 f q� PHALT DRIVEW� / 1 ® f�/ f / /a! VV • '4 0 N C R E T E SI D E W A L K sg ` / AtARgY f "'' EXISTING TOPOGRAPHIC INFORMATION AND \- --_.----102 -- --- v- -- - yi-- --=T�= -� -- o -05 °ass 105 a3 f _ _ 1 ,Ts S sg y, / 7 ,f ! >g •---"._"""^", _.-_ — _--__ - --- �--R�-o�-P�rL�: _ — — __ --_-� --_ _ � —®— ---__ _ �_ -- - DATA ON THISDRAWINGF RNISHEDBYTHE EE N F log _ _ -i1o= —— _ __._ _ _ _ _ — _ — — _ _ _ _ � llo _ r�/�RN% / OWNER NOT CONFIRMED B THE ARCHITECT -:-sem- _- -- - _.- ._ _._ - _ -- 'rs9 �=� -_+� - - ---�-_ --- - -� � +� rSiGNf/ -- I �fi-01j T ___ _ 4 1�fZ "ql =� —=_ _— —,� — ___—______ — g _ -�13=> —_ _— - _—____ rcx asl tea' - �ro� _--sr°f 13r�N°r/ AND USED HERE IN AS REF RENCEONLY. a, ° — v a� _ ; .°_. _ — ` k,° —+,0g <m6S1, N 6g �s�A; i Nrf CONTRACTOR SHALL REFE TO NOTES ON a? f �FA"NI / f i t oONUlgfTf tryls +rr U J a 110 s =NVQ / ( pN /17TyA ReaA7Giy _ — _ — — _ _ — _ DWGS L-1 AND SPECS. �` ( /v� 9 ' r - - }!0916 / ' -•- / krrss "�' (0 S 8� rrpr C4r,-8 -\ 9 +o� jt LANDS NOW ORF Y (� kris P y - ,?gs � �rry ZS`gSH a � � ^� - v _ - - Y 1 Y 1 L� a LAS Now OR F .Y OF — ` — >7 11' N R I D V 0 IN — }1 115 � � � SELL BUILT ST0 s,9 _ + —9— _— tog ( Nc 00-M ON FU N 7 tt7,�r R E S 3�. iERxS +,f e? 115 ° _ f 'L7 �t rp OF�`E 1 r -„" �.-- +rs,y l ?0ry- p ' ..- --- - --- - - \ LO r \ - } }1 .- -- - k - --- -- 120 7 -'d" \ 120 2qr - 126 \ J y \ !lopsyV Y UTY POLE ~ \ a/ '16oQ i & G E W\ x- ti __•_ _._ r- .-' -" s ---' 'jam}' ' _"" i'". `'/ 6A /2`$j?y — —N— ,?spay ,may' s�> s -aa " TOPOGRAPHIC SURVEY i PREPARED FOR The surveyor's seal, signature and any certification oppearing hereon i o signify that, to the best of his knowledge and belief, this survey was } FREE a prepared in accordance with the minimum standards for land surveys t o - �, r1 \ �.+ pPOR�% HE 1T ER UNION as set forth in the Code of Practice adopted by the New York State -- ,30\ L Association of Professional Land Surveyors, Inc. -1 k co,� � tI V 00Sa t kS CHO OL DISTRICT Contours and spot elevations shown hereon were interpolated from on\ - a to -- PROPERTY Sl TUA TE IN THE ° actual field survey perfumed by Contractors Line and Grade South LLC \ �. Awp� �gto U in August 2©03, in on assumed datum. LJ Underground improvements, structures, utilities or encroachments, and -60 any easements related thereto, are not shown hereon unless otherwise noted. a? Unauthorized alteration or addition to a survey map bearing a licensed M land surveyor's seal is a violation of Section 7249, Sub --Division 2 of the New York State Education Low. 41 C_ Lto .. CONTRACTORS' LINE & GI A.DE SOUTH L.L.C. 0 9 North Goodwin A venue, Suite # 3 LO C5 Elmsford, New York 10523 o Phone. (914) 347-31412 Fox : (914) 347-3120 CdLi-pXlght ('c, j 2003 CONTRACTOR'S UNE & GRADE SOtJiN. All Rights Reserved! I s 4*4 Z.4 11101 - '� ��3 palF 7 C Y R�V019S11N 4 ( 7¢ V41 V, SFR T \ . �o . cs C4 t%O 1�`a BASIN yt "'090 /tip a R 140,199,6; 4949-ss�' 119.0* U l/ O JY IE TU COUNTY OF WE'STCHESTER STA TE OF NEW YORK GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. DA TE. SEPTEMBER 12, 2043 1�-z MU p — U3d ULJJ J W J Q W x x OW E .�UJQrZJ�0-0- F- ryO�< ,S Q LL cn©O 0)V' ��z �300 CL d iJ I- 0ii V Z Z_ Il 0 UJ a,- (n W Q_ O (L'O Q -mI.- I Z W U CL L Q Q Z Q W 06ZQ� f-QZ U V)JCjZ�ui Q a Z Q Q. 0 ly M LL J Z mui'gG20 Qwot'-o o:�'Lj<� 0ffZ0- Uj 0 0 Ld Z cnozJ=5Q_Q3ZWT ¢UQcr-0WLL- 0M n� CADD FILE; /LAN02103-460_D'ANGELO PCRTCHESTERIDWGIBASE.DWG J 0 U W LLI G W � n z W r � >Z W C? o: MW 3 s L) m a u � W II L(1 • •� :t + J®SIU U®Q ��. CLzej u.doci Qda n� CADD FILE; /LAN02103-460_D'ANGELO PCRTCHESTERIDWGIBASE.DWG J 0 U W LLI G W � z W CL >Z W C? o: MW 3 s L) m W a_ CL W W 0- 12/8/06 BID DATE ISSUED TO SCALE DRAWING NO. AS NOTED DRAWN BY R- 1 F & D CHECKED BY FILE NO. F & D 06750.00