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HomeMy WebLinkAboutPlans225.38 x 225.79 tiG=224.73 �� TC=225.33 / 13C=223.36 -'--' TC=223.86 225.84NT 23.8 223.38 223. 8 `> TC=22 ,99 24222.25 V � 221.95 x 222,65 -IN TC 222.45 / 224.26 278 7 RIM= 227 62 222.36 H / > � 21.99 BC --2 .12 22 G / - .70 1� ` / \ �I 9022.05 TC=222.30 •o\\ TC=222.45 \C BC 222.00 227.RIM=6 6 �P'lr, `✓P�'(ER TC- 22.39 /2� /`L�'� / BC=222.67 BC '21.72 6 `"- TC=222.20 x 221.69 ryN x TC=223.27 TC 221.2 ��GE.: RIM= INV- 221.60 / 220.41 x222.59 278.0\\CBH24 6 / JRB \/.',',".; BC=221.45 . 0 `+1 /OSEI `r°\� BC=221.75 TC=221.98 // > » ONG e 0 z2na ce Tc=222.2s U64 t 00 E /� / N`✓�GO \INV= :: »> .221 15 ,��/ q. BC=22"03bO, 222.74x RIM=\ 277.3 _ >z:» ;":'� ;�r"¢;z.,;.;, 25.45 228.65 6 ,Lrj,=223.4 r C=222.76 Se 221.63 iiGLF >;:s -. BC=224.75 i�':';di::; BC�20.58 u x r., TC=223.16 x221.93 22.6'y224.86^"'���`7`I_s.'y:,,;:;:.. p TC- 5.35 223.06... ;::, TC=220.98 22 �� \ \, LF,HEDG)� NN 224.99"/ '\ /�C}>c. x 22 .22 EMH223.'3 •'a TSR /'( 0 C=222.67 ...';` G�.,. C=223.0 ',MAPLE .34',..:.:;:�';:'*:: BC=225.3 0 7MH 8'P NE =•' Sl,MAPLE .:>; 230.39 / ry9 T=225.93 ' x 223.72 223.67 '?:;1:• >. �'P �_ /E/ v TSB x 22471 -8 IN 'IxC=227.57 2219 .66 =228.07 . 22 79„ 223.7 .. .2i�':Q 3 oA 'h0 x 227.68 �I , ' ft"' '? q,26'1 5 SH n MAP REFERENCES: S25° •6 nn"F 21 .03uJ.::""i:.:':::12<':,: N K /�' 220 \\\i 6 r y6• 3J E }.:: C- 224.57 L 14.00 1 278.41 BC -227.6 ._:''` �� OGS / (2)t "MAPL 1 I x 7.08>. 1) SURVEY OF PROPERTY OF HARKNESS PARK, SITUATE IN VILLAGE OF RYEBROOK, / c=z 1sc=224.9 Rte/ o::<>. y C=2 9.19 ; NFr, 5.46 `226.39 WESTCHESTER CO., N.Y., BY ROLAND K. LINK, L.S. AND DATED 11/27/1992. �� c. - xzzs. z 1 A J TC=22 .69 0 ,..IRr /E ,yk ''22.34 (;7">'>":!i:::...:. .. 233 8/230.9 SC --2 7. BC=227.72 O \ '> BC =219 x�ry R� 28.91 TC=22 2 TC=228.12 \ N 26� / 30'M LE / <<<'."""'''''% 2 BYRAM RIDGE SUBDIVISION OF THE BYRAM REALTY CO., KING ST. & LOCH LANE, 1• MAP #1687 AND FILED ON 12/20/1906. y G°� \ \ x2z .z4 LP E 'X4.14 {rL�k rj, x 229.73 225 5-"'0r,}i 36/OAK \ •K18.02 "';33:`:,'"'..'`!>:.' S?� �/ 4T 3 TOPOGRAPHIC BASE MAPPING /FROM AERIAL SURVEY OF AREA PROVIDED IN DIGITAL 234.45 2; ."38 / Bc= 27.75 9 \ TC= 28.25 �j/ c 1 x <' X 2. 7.16 FORMAT BY THOMAS ASSOCIATES ARCHITECTS + ENGINEERS. < BC=231.87 E 22 TC=232.37 / / `,""26�"? d�l �• / 2 'MAPLE 27 ::: �t V(ZB 2\17.21 >;:: G / / rLrj,N x 223.50> / /'�`<�a.c�`I:::�:::'�:><^. C�� x 278 20 4) LAND SUBDIVISION, UNION FREE SCHOOL DIST. NO. 5, PART OF LOT 2A-2, BLOCK 6, BM#2 x� ' , GONG ���\i7.asII:;'?I>`>>: CB RIM= SECTION 1, VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y., BY LAN ASSOCIATES (N) NUT ON 235.25 BC=z32.sa%� / ': 2176\ 1 TC=233.18 BC=230.39 f ca�'<"E7 r'>.:'. HYD. FLANGE Lys / uR I TC=230.89 kF / yl `st'223.97 / L� L AND DATED 2/16/2004. ELEV.=237.x4' G �/ �/ ��8• .� /' x232.65 28.27BC= / 5) RE -SUBDIVISION MAP OF BYRAM RIDGE IN THE TOWN OF RYE, WESTCHESTER COUNTY, \ \\cA� 235.°78ODE j g\ TC=231.77 2.27 y� -� �� 21613 \" `f1 217,00 x HYD v( 0i� `V� / / / n'� 1 11 �oA` "''al;:".#;» :.:..:... C=217.25 NY, FILED AS MAP .#2457. \� \ // GI'': \ N � � / � x as / / � � � ti /2 �...� \� �::. n G� 6 \ M ZZ / / / x/ 216.88 /� \ C-217 75 6 BOUNDARY & TOPOGRAPHIC SURVEY COMPOST SITE TOWN OF RYE, WESTCHESTER COUNTY, �C�3s.1s \\ N t / 21x'34 / / ;=III.:. 22"MAPLE 34"OAIC j�6,3 IM= TC�23�5.66 V JR 231,89 ��/0 1 ,r/� / / / / / /RIM'- /216x215.65 \\ 216.5�;;`:;.'I:;. NEW YORK; BY MONCRIEF LAND SURVEYING, PC AND DATED 5/13/2003. f l 235,7z G N/ b / / z7s.9 '''32"MAPLE \ 240.12': .'3/ CB r I g\�' / x / / / (2)14"MAPLE / ?'x'216.44y, •:'>', / `j� BC=234.26 '7 231.93 / / 2 'P '\\�� t" �"_ 1`7:`43 ";'s `il \\ \J 235.21 6 1 � / �;..� 12"HDPE '7 / / / / 213.8 x _ .�� a TC=234.6 / IV, / / //� vl ? r /'226.85 / /,l6 276.81 215.96 "::::.>... \_ `�2 ' .1, / 22" AK". //x 224.67 / / x 219.53RIM/216'_'- INV>272.7 235.3\ s,p - / // �/ CB< 14.69 9G 2,5�, 2,SOg 2�2 OCK WA CiRF / / t!`1 L 277.07 Z : Z RIM= �G> BC=235.8 \/ 2PN�08 / / // / 215.97 / 90 `'"" .» \\\�`'>c] 8"SPRUCE TC=236.4 / 235 3 3 g AR / /x." .23 / / �� / / 214.98"x•`;j o ;,_"s" \\,' tai_ / 33.28. I / Al34.27 '+` '': - / I / / / / �6'Y / �E' 76.87 \�. / 28"OAK is / '. RIM- 227.40 214.92 c� 8"SP�1d'CE x 237.83 " / N 3 OAK '.:: ,r-,; 3 ;4 _..'.. 8"SPRUCE _ :. _ �// ,,2�+© x � LAND N/F / rti �qF�/ / j ��' m _ 'f�' \a'R�j 23 .71 P.c '31.4 : TOVIGIG OF .R�E /� .xzls.ss �� �i5' <<`�' €<><;':$":o4 x27sb\s 24 .47 /' .•�. / 215.1 "_::.x>». 19.05 y J, / �. %% BC=215,76 / ° / / / CAPPED / M,, / ZLIBE 794�AGE 233 / / \I \ \ 236.15 �'?• e� r� 1 42 �C s / \ \\ TC=216.26 4"SPRUCS^' / $�P �\ / / f V 123 99 V RIM X t 33 SEC. 7�BL0 K 6 V I 2A� 215.98 I x214.72 BC=239. BC=238 29 35.63.' _ 27.11 / `4''d �REA: '±3.92ACR 5 X15 ��X2��1.7 x216.64 �_ MAP NOTES: TC -239.61 /TC=238.69 r f \\ 28'' / / oP j I \ 0 214.x'' 1) NORTH ORIENTATION IS PER MAP REFERENCE #1. LEt242 / ' \ / e 16.76 ,1 \ 6"OAK / 239.52 %g2`' '..,11 / ' ' \\ �,�... 21 / `•,. p 216.7 �`\ 214.9 2 VERTICAL DATUM IS BASED ON MAP REFERENCE 3. :, / DMH y Al "IR:. \�`" / / ='3;22s 39 / / / / / / ) # 247.57`. �.•: /J' \N � / / / / x'276.72 � \ \\ BC=241.04 / ti// 238.82 • z 27.43 ' \\\'`" a QF,�// 276.38 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR TG -2x1'44 241_ U/ , s / I 2� 3 OAK " / LP' r / c+,a ' 36 OAK \214.41 UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, 241.09 / ce j_ I ' 0.37 \ `; / / x / RIM= /- /+'�.,` / / - X223 5 6.70\\ RESTRICTIONS, COVENANTS OR ANY STATEMENT OF FACTS THAT SUCH / 240.x9 =24 4 /BC=239.61 �:G. / %� \ Nv- x T '� ii m TC -2 4 TC -240.01 � ! �' r, 24" APLE / \ / 18.65' 15. 216.41 CB �', 2 DOCUMENTS MAY DISCLOSE. ec=z41. 6 �\ Q 2�° i� /// LP y` tet Q37 ' C:> x 224.31( / "" DI 16.79 \ \ NV= HIM- DOCUMENTS 7 QG /� `\' 8C=240.12 `�A i p0 /",,; ` p RIM= F P 211.4 214.14 214.8 /✓ // TC=240.52 O / 239.2 24 `," ' M u) p / / / / \ 42'MAPLE / rlrL 216.51 x - 21644 Sd // Q .. \. 0 J N L, N O / \ <', � 221.4 216.65 4) UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM BC=240.65 zao ao \// (/ x21 x.37 TC=247.05 / ✓ r ' ^� / .X3.8,ii 22 .50 DATA OBTAINED BY FIELD SURVEY, PREVIOUS MAPS AND RECORDS, AND FROM / //< 2ao.1s h�// / N f / x s6\ PAROLE TESTIMONY MADE BY SCHOOL DISTRICT AND UTILITY COMPANY PERSONNEL. `% x/ / / z 7.s? ,36.6 ' / / / / / / z1s.73 TENNIS 16.43 x lsot \ BM 1 THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH a / / 9 z3ss ! N \\ / 1/ 26 SYCAMORE /\ R,R SPIKE IN „� �y1 / 040.45 x 240.34 239 74 r7p ,-k 3)24 OAK N 22 .91 216.59 t :.; 26"POPLE '�-•C �1 NO PIPES MSABLE SUMP= 2°9.5 215.38 Z''-srO TC=240.85 �// / 2393' N �3�21 , (p r`'•. / �\ X2,15.43 -_..EV:=2T%.9T WATER I x s L \ ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND / i ti x' ` I / 2<"24ax' w METER / N C=240.31 F. - V " •x _ .._,.239.13 :%s / / %� 22, .82 / 1 216.43 16.80 \�' P F, 215:B5 �_ 217 51 UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES Tc=zao74 =,Buses r .,: 0 P COURTSGPS .215.62 / w N" y:... ,1, / 23 70 �,,. ,.6U5f,{rr,. / /''' 2 2 08 1 ,x2is.72 ::: PRIOR TO ANY CONSTRUCTION. a 40 / BC=240.15 / x; / / ,., / \\ 222.o1x %k'zts. s � Y I 244.74 / X / B( / TC. / W\ N / h wv / WV ®242. 242.6 J / 245.61xBC 243.20 � 3• TC 243.60 rO I BC=243.25 3 TC=243.75 246.47 X X 2447 EMH 7.49 / / 3 P /ry C=244.52 245.02 / BC=245.38 244.87 TC=245.78 F &i­� -24 BC=246.5 `2y17.16 / 4r�t �` , IPF i Z' TC=246.94 BC=246.07 244.- 246.89x BC=246. 3 TC --2#6:47 YY ( TC=246.73 244.�t BC=2�F7.22 8,"PINE TC=247.6 (D: 8C- 47.18 r }L5.49 =247 58 \p ® �� x 246 9 246.40 247.77 ! LP_ 247 47.03 `V46.73 c�.l 24B C=247.54 .�}.. 8"PINE I( TC=247.94 248,60 / BC=247.25 �' 'J B;PI E -,(4. TC=247.75 ' B"CHERRX -248.02 >\� 8' PINE O_>r 10 TC=2419-224 250.25 It C=248.1 2 8. Pit :, 247.71 C=249.72 oe.:w' �_. , 3 ��d 50 -,'10"OAK .. 48.77 l /-10"PINE 12,19.64A BC=249.4 / TC=249.8 12 240.2 ?SS TC=2405//. r`39.05`P� / / 32"OAK / / / / / 222.�>i 222.99 \\ 275.71 t3 215.E POP 4"OAK i ti V o a' . x, 28r96 ��� �/ /,2 rS•. 'S/ / v" _._ 28 MAPLE / / :'' 76.42 "" MH / 216.64 23 x-. " i rx / l \\ 215.42 LE. d0. 217.3 :':7,4 BC=212.93 6" ...... 216.32 ,6 -�{0"OAK {j C-273.43 / C\\ Jy / z'- - 3716 238.33 74 2138.21 / / /,t' \\ < x 216.59 rL� "' 217.3 8` �,�/ _` O �1 BC=240.7 ROC WALLe'. ,x'216.19 / ' '^ TMH - 237.17 / / / / / 241.5 RIM- � i J •x 24.6.34 zF'21 .77 .,.irk.:..� TC=240.97 *, ..�- / , \P 'F `. p / 2'17.' B� 240.31 4 ..45 240.7 3 2373 / 32"0AK\239 04 15 73 01 MA LE =213.14 240.80 / 42"MAPLE \ P /# 212.74 �c�237.37� ic2vta55 / / / --_ .,:K /"34"OAK �. 30' AK 222. 220.69 0 x1 / 1� .8 2.30 aN 40.3 `26"MAIJLE R"' �,. : } y x / �1 / x 218.65 N BC=240.58 \ ._� Y.t2 0.49 3 Q, 215.64 ' Ir TC=240.98 GV 23 2 238 6 �7 / / / ' a / \ 16.55 / / ���Q x 4� 217.07-;, BC 272.75 x �� •rL L 1B / :1?i:::I:" 212.14 240.93 / \ �'. ;,.�2 �ZTC=213.25 "352 .44 / �' / 42 SYCAMORE r/ 4'. ' v1 F- x'24.7.91 211.97 •: ,x 216.09 � -=4"MAPL X 23ArA9 X ' / / / / / / / / r X'220.59 P 217.6 ?...' 243.58 ..__// __ l 15 r"f'F B =213.09 BC -271.60 / ,�IR./y / / / / / \\ 276.04 .' �2 %�` '-� 21716.39 TC=213.59 TC=212.00 ,t, ti� C=241 0 SYCAMORE / / I - 24'MAP,LE 218.0 / �� 215.24 11.6 / S° J / VI / 21. 7 \\ x 216.2h 15.88 .d / / BC =212. 41J �/ ,� cv 2'3334.41' / 26 K %/ / F' 2 ,05 TC=212.7 . ''!:; BC=211.47 -�� BC=2 4.17 NV= TC=271.81 27 >"X'2'50.07 / / / �, x <,:'"' /\\ \ \ / / 274.54 \ TC=21 .67 208.9 Ce / x x215 9S l /N J� / /!, / / `• '�- -- ,�_ 34"OAK/ i.;dt:,: / is / \/ 227.84 ' X2+,19.89 \\ �i / / / _ G x241.59' �~ 3 OAK / /� .r4.- )- \ x215.64 x' 16.22 / / "X'2 8. 32"S/AMORE / / / / 2 / + 'J \�. �. ...5-1° '' X'23.76 / / / / / / ' ,x'2434 \II"A / 1 \ �- ,'v `213.45 24"SYCAMORE ' 37.72 i 28"MAPLE,,_, `-� •J /r ' �t0 R, = 3.85 / i32. / `� d.. / J '+ 36"i..APLE5.65 / x215.4 BC=241.23 (/,, / `Y.,'C ""�` AAyy r. TC=241.73 '-'" / r^r'232.73 .•�� / /, "2 2'"OAK ,x222.75 / / / (` M= 2130.03 'J �3o"MAPL"��." 241.16 / 5,37 / / ,.: /4 OAK ' ni, / \ / Oj 214.47 / / ® / t/ / 32"oA� :X�22�79 `l / / 217.09 15.77 / CB / / BC=215.88 X215-,.-._ CA D �-� / / / 8'MAPLE 26"MAPL\\ / _ / ' , / 4....: „' .. / \ \c1 / 21 / TC=216.38 = 8"OAK �- 215.68 % ' Q BC=215.92 ` 30"/K 28"SYC , MO E 1 / ,:.. ;:`•: v �� 9.61 ...:X 218.93 �\ O��SP� 214.4 V /x 214.7 RIM 4.32 NV= �• ,,P.„' / /`.:.. : x'2 0.39 30"M LE ..:. /di ::f / \ 215.68 2.17 .K28753 -•X 37.23 \, .K2N, /1.11 275. o . 552 2.57`-: i�2a9.69 x5 WM 2 / ,� 30"s) ORE 24'OA� / / / / f/ a - / \ 215.58 7 / / 'i .-'x 217.43 O / ..X 233. 3 / %,' / 34 "OAK MORE \215.14 , 6 /ry1 X00 .:. a II „ 1 / y 2.26 a2/ / 215.11 /-214.45 FF'D (2)� PINE / / / / J / 40' SPCA CiRF 3 / �- '•, :; ,.' / F,OG� / / 215 6 6 x 39- L x239. 22"OAK 34' OAK/ x '.s / \\ 215.3 24"OAK /yp CIP.F'' 7� 3 67 / 0`38 SS x214.82 26"OAK ``. 42.1 .. "L,A. ' ., „„ �- " 30"SYCA RE !� / x 222.73 i " •X'231.84 226.09 TC=276,0 .� s>c CONC. BLOCK / '>K21,4.79 % BC=215.45 22 .44 / x217.39 \\ 21 Err 1; / X,'2 6.70 .. O N N \ OQ TC=271424 i / 274,9 F.F.= STORAGE BLDG. TC 2114 24 ' =242.26 242.90 W O� 's ' 1 N \ 111 N 275.24'.° 215.52 �4' =242.7 4r d t cWo N N./� ' /4.,.5' �O N N / / / \ 215.2 " "215. 214.85 /'�' N N 37.47 i / / N a' c,+ G� 21 98 15.4 / '`0" X2 .88 G --k 216.39 `. 242.81 28°SYCQMQRE / 232.65 I ' / p N N i I ' ' / / / / x �? \\ 1 6 '2J 5..j b„/ 30"SYCAMORE �� \ •L. SYCA ORE 236.3 N N 0"1 2 "OAK > G' Q yYF 242.87 `r"'k'� N N w N ,s•;`vs 1- / O \ G �iw;�,•- w o 4 SYCAMORE / 215.62 CB a '`\• J I �,. /N .' 238.67 `, X'"i 236.63 ( y' •'.4'2•'7.44 - -_ - -_ -_ - ' .. :236.7 N N 6"OAK '` .-a'^i^:. f._ 1 - INVt .57 214.86 %X'27.4.8 G dt.:; r\\ 242.99. "?'; .__. q N 1+' ,, l<:' 72"RCP =211.9 43.09 11.-,::; %'.._.` W ' ' '',(;",,, �`/ _:=. 2P249.44` / X 240 63 24'ISYCAMQR� t 23 .43 M -Y' ,•' 12'8.58..., JI \ a // E 1 ' \ I / r 215. t \ 3'OAK 28 OP. E 214.14 237. 2 BUS N .:r\\ 225.97 N N 1 26"OAK / \Va'`L.' / x \. r,.. ' NIF O 38.15 / �`` 234.07 �' "' 214.4 213.64 ,,(o\ _ 24 5 N %=`2�1�f3.19 RIM=O`x 3 `,"35'29,4. 8C=2 LANDS / x0' 236.91 �, • 1p �.: \ 213.89 212.99 .,� 43.46 N '\._... `I_...,, >-� �..,_t`` / ' .::. / 214. -� , TC=214.28 .43 x ry 237.3, "' 1"Rf- ..,__.� 16:'OA .% 227. 1><r / N N 82 \ Vs•x?.�214. 4.28 214 `f UNION FREE SCHOOL DISTRICT NO. 5 I �''"orb C ,;,, � / 26.48 .� Oy _ z I I 40"SKCAMORE v ( ;?e'�14.76 0.W t I., H \E::x_:2 1.33 _,^T,�: m / 3"OAK' 21 2 C=213.16 215.00 W CBPP C� �• 237.2 O :r:;' ' 226.87 ' 214.32 TC -213.66 r LIBER 6994 PAGE 658 437 ^124 .71 4 PV rv�' 36 1 t 236.0 DHW ` ? 24249.86 tv 1 3::A K , 1 x x s x 215.49 �'ir414.64 \\ '' 42.7 =24RIM=/ T_F,� 234.18 DHW ' ��,lr 221.72`:; i_;,3' / / 3"OAK "`r•; \4.05 I SEC. 1 BLOCK 6 LOT 2A-2 240 97 I E \\ /�/0 23 .?7� F.F.= K'OOD ;x,226.64 ��? E/ ck;K 232.15 (2)AK ,,,}}}��� 238.89 OHW '�. 3"oAK / 2 �S` 230.63 \� r;,,� I / x 216.72 / `�z%zt 4.22 W 3"OAK„ \\ BCt212.99": 24 .47x;.'ti-.LVA 8.34 \, / 228.5 WV"`�. \` '' :rF25.94 EMH '�° -a ?c73.8Z\ TC=213. p r7 ' 237.31 `/1/ F.F.= 27.39 ` , y I 214.24 d, WOOD A. 31.6 F.F.= MTR\ ..',.<.- (/,D 4 I ��� � / N 23 .48 &• / 238.93 230.99 GVOQ227.09 `f U ° (lll '� x 217.68 r 3" AK \ 42"SYCAMORE �O A,C....1'>"'" 227.1 x225.85 h' N AI' I I 3"OAK sx 214.12 .... 2389 L�;:;<.>: (,J ,'; 0 [3 B \ :: ;r 221.98 6 /\� - 3.84 \ /� // 2 "OAK 9 LOG,/�%� F.F.= 227.00 .�.4.. -_,\�3 222 41 I \x24334§ / \ l % r 236.61 B 227.36 -'� r >y2,16.83 OAK _ ( / `D 227.67 Oy K 212.25 226.90 .:OA `�z13.78 3�k 213.45 \� - x , js�> ._,"" 272.71 A 227.35 26" AK ,....,. 214.62 73.51 2 x 21353 + ='-,'215.52 38"SY AMORE xF- \ `BC -211.6'1✓/ / 2732.27 222.71 p `... <-�• �; "OAK 4'213.79 2\3 TCS-/�2�12,1 .14 DMH / / ��' 227.69 21.84 M I I CIRF' ''..,: E�, / 2t .85 / / 701: MH / Ox 23$13.90 216.1 x 211.35 x LOCKED J x232.76 / x228.6 I ( ' �Hkr �, \ , 20 7RIM=C 234.06 �,s\�92 212.0 l \ 217.43 ' 271.01 1 213.73 2 \ x 224.40 x 220.74 \ 216.97 r 216.56 214.78 X27 3.51 27^1.00 CB 211.67\ \` \ �\� • 7E x I I 211.45 C=211.03 LANDS N/F x 20.11 / J ' �' 213.31 BTC=212.23 BTC=211.33 10.97 \\ \ UNION FREE SCHOOL DISTRICT NO. 5 x LIBER 6994 PAGE 658 217.14 x215.26 BG -2,2.04 x BC_2IT 1 INV=1 SEC. 1 BLOCK 6 LOT ZA-2 oy x273.81 BC=212.99 BC=212.42 TC- 1 2 RCP 54 211.53 BC 210.24 Ce R 215 iO3 \\ /v TC=213.29 TC=212.92 - - - J CIP \ x \T j=210.74 6C 2' .02 213.39 \ TC=210.52 BC=209.67 41' N. TC=210.17 \ x 212.64 BAR SCALE 30 0 15 30 60 1 inch = 30 ft. DWG, NAME = RYEBRKPRK,DWG BOUNDARY & TOPOGRAPHIC SURVEY HARKNESS PARK TOWN OF RYE, WESTCHESTER COUNTY, STATE OF NEW YORK PREPARED FOR HMH SITE & SPORTS DESIGN T.P.N. - 1-6-2A-3 LEGEND Ve 20 SOIL BORING ".•�a'. LANDSCAPED AREA 6 MAIL BOX P POST *TMH TELEPHONE MANHOLE -u- SIGN ❑ TP TELEPHONE PEDESTAL %iPFIRON PIPE FOUND ❑TRANS TRANSFORMER 6Z Mor; STONE MONUMENT FOUND *TSP TRAFFIC SIGNAL POLE 3 ' r CAPPED IRON ROD FOUND ❑Tse TRAFFIC SIGNAL BOX IRF IRON ROD FOUND *EMH ELECTRIC MANHOLE °i~s CAPPED IRON ROD SET UTILITY POLE ❑ce CATCH BASIN v -LP LIGHT POLE *DMH DRAIN MANHOLE 0HYD HYDRANT *SMH SANITARY MANHOLE 0 w WATER VALVE Oc0 CLEANOUT o SPK SPRINKLER HEAD OGV GAS VALVE *WMH WATER MANHOLE OHW OHW OVERHEAD WIRES FD F° FD Fa UNDERGROUND FIBER OPTIC T T T T UNDERGROUND TELEPHONE G G UNDERGROUND GAS w W w W UNDERGROUND WATER '...,. E E E E UNDERGROUND ELECTRIC ----------------------------------------------------- OVERHEAD ROOF 225.38 x 225.79 tiG=224.73 �� TC=225.33 / 13C=223.36 -'--' TC=223.86 225.84NT 23.8 223.38 223. 8 `> TC=22 ,99 24222.25 V � 221.95 x 222,65 -IN TC 222.45 / 224.26 278 7 RIM= 227 62 222.36 H / > � 21.99 BC --2 .12 22 G / - .70 1� ` / \ �I 9022.05 TC=222.30 •o\\ TC=222.45 \C BC 222.00 227.RIM=6 6 �P'lr, `✓P�'(ER TC- 22.39 /2� /`L�'� / BC=222.67 BC '21.72 6 `"- TC=222.20 x 221.69 ryN x TC=223.27 TC 221.2 ��GE.: RIM= INV- 221.60 / 220.41 x222.59 278.0\\CBH24 6 / JRB \/.',',".; BC=221.45 . 0 `+1 /OSEI `r°\� BC=221.75 TC=221.98 // > » ONG e 0 z2na ce Tc=222.2s U64 t 00 E /� / N`✓�GO \INV= :: »> .221 15 ,��/ q. BC=22"03bO, 222.74x RIM=\ 277.3 _ >z:» ;":'� ;�r"¢;z.,;.;, 25.45 228.65 6 ,Lrj,=223.4 r C=222.76 Se 221.63 iiGLF >;:s -. BC=224.75 i�':';di::; BC�20.58 u x r., TC=223.16 x221.93 22.6'y224.86^"'���`7`I_s.'y:,,;:;:.. p TC- 5.35 223.06... ;::, TC=220.98 22 �� \ \, LF,HEDG)� NN 224.99"/ '\ /�C}>c. x 22 .22 EMH223.'3 •'a TSR /'( 0 C=222.67 ...';` G�.,. C=223.0 ',MAPLE .34',..:.:;:�';:'*:: BC=225.3 0 7MH 8'P NE =•' Sl,MAPLE .:>; 230.39 / ry9 T=225.93 ' x 223.72 223.67 '?:;1:• >. �'P �_ /E/ v TSB x 22471 -8 IN 'IxC=227.57 2219 .66 =228.07 . 22 79„ 223.7 .. .2i�':Q 3 oA 'h0 x 227.68 �I , ' ft"' '? q,26'1 5 SH n MAP REFERENCES: S25° •6 nn"F 21 .03uJ.::""i:.:':::12<':,: N K /�' 220 \\\i 6 r y6• 3J E }.:: C- 224.57 L 14.00 1 278.41 BC -227.6 ._:''` �� OGS / (2)t "MAPL 1 I x 7.08>. 1) SURVEY OF PROPERTY OF HARKNESS PARK, SITUATE IN VILLAGE OF RYEBROOK, / c=z 1sc=224.9 Rte/ o::<>. y C=2 9.19 ; NFr, 5.46 `226.39 WESTCHESTER CO., N.Y., BY ROLAND K. LINK, L.S. AND DATED 11/27/1992. �� c. - xzzs. z 1 A J TC=22 .69 0 ,..IRr /E ,yk ''22.34 (;7">'>":!i:::...:. .. 233 8/230.9 SC --2 7. BC=227.72 O \ '> BC =219 x�ry R� 28.91 TC=22 2 TC=228.12 \ N 26� / 30'M LE / <<<'."""'''''% 2 BYRAM RIDGE SUBDIVISION OF THE BYRAM REALTY CO., KING ST. & LOCH LANE, 1• MAP #1687 AND FILED ON 12/20/1906. y G°� \ \ x2z .z4 LP E 'X4.14 {rL�k rj, x 229.73 225 5-"'0r,}i 36/OAK \ •K18.02 "';33:`:,'"'..'`!>:.' S?� �/ 4T 3 TOPOGRAPHIC BASE MAPPING /FROM AERIAL SURVEY OF AREA PROVIDED IN DIGITAL 234.45 2; ."38 / Bc= 27.75 9 \ TC= 28.25 �j/ c 1 x <' X 2. 7.16 FORMAT BY THOMAS ASSOCIATES ARCHITECTS + ENGINEERS. < BC=231.87 E 22 TC=232.37 / / `,""26�"? d�l �• / 2 'MAPLE 27 ::: �t V(ZB 2\17.21 >;:: G / / rLrj,N x 223.50> / /'�`<�a.c�`I:::�:::'�:><^. C�� x 278 20 4) LAND SUBDIVISION, UNION FREE SCHOOL DIST. NO. 5, PART OF LOT 2A-2, BLOCK 6, BM#2 x� ' , GONG ���\i7.asII:;'?I>`>>: CB RIM= SECTION 1, VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y., BY LAN ASSOCIATES (N) NUT ON 235.25 BC=z32.sa%� / ': 2176\ 1 TC=233.18 BC=230.39 f ca�'<"E7 r'>.:'. HYD. FLANGE Lys / uR I TC=230.89 kF / yl `st'223.97 / L� L AND DATED 2/16/2004. ELEV.=237.x4' G �/ �/ ��8• .� /' x232.65 28.27BC= / 5) RE -SUBDIVISION MAP OF BYRAM RIDGE IN THE TOWN OF RYE, WESTCHESTER COUNTY, \ \\cA� 235.°78ODE j g\ TC=231.77 2.27 y� -� �� 21613 \" `f1 217,00 x HYD v( 0i� `V� / / / n'� 1 11 �oA` "''al;:".#;» :.:..:... C=217.25 NY, FILED AS MAP .#2457. \� \ // GI'': \ N � � / � x as / / � � � ti /2 �...� \� �::. n G� 6 \ M ZZ / / / x/ 216.88 /� \ C-217 75 6 BOUNDARY & TOPOGRAPHIC SURVEY COMPOST SITE TOWN OF RYE, WESTCHESTER COUNTY, �C�3s.1s \\ N t / 21x'34 / / ;=III.:. 22"MAPLE 34"OAIC j�6,3 IM= TC�23�5.66 V JR 231,89 ��/0 1 ,r/� / / / / / /RIM'- /216x215.65 \\ 216.5�;;`:;.'I:;. NEW YORK; BY MONCRIEF LAND SURVEYING, PC AND DATED 5/13/2003. f l 235,7z G N/ b / / z7s.9 '''32"MAPLE \ 240.12': .'3/ CB r I g\�' / x / / / (2)14"MAPLE / ?'x'216.44y, •:'>', / `j� BC=234.26 '7 231.93 / / 2 'P '\\�� t" �"_ 1`7:`43 ";'s `il \\ \J 235.21 6 1 � / �;..� 12"HDPE '7 / / / / 213.8 x _ .�� a TC=234.6 / IV, / / //� vl ? r /'226.85 / /,l6 276.81 215.96 "::::.>... \_ `�2 ' .1, / 22" AK". //x 224.67 / / x 219.53RIM/216'_'- INV>272.7 235.3\ s,p - / // �/ CB< 14.69 9G 2,5�, 2,SOg 2�2 OCK WA CiRF / / t!`1 L 277.07 Z : Z RIM= �G> BC=235.8 \/ 2PN�08 / / // / 215.97 / 90 `'"" .» \\\�`'>c] 8"SPRUCE TC=236.4 / 235 3 3 g AR / /x." .23 / / �� / / 214.98"x•`;j o ;,_"s" \\,' tai_ / 33.28. I / Al34.27 '+` '': - / I / / / / �6'Y / �E' 76.87 \�. / 28"OAK is / '. RIM- 227.40 214.92 c� 8"SP�1d'CE x 237.83 " / N 3 OAK '.:: ,r-,; 3 ;4 _..'.. 8"SPRUCE _ :. _ �// ,,2�+© x � LAND N/F / rti �qF�/ / j ��' m _ 'f�' \a'R�j 23 .71 P.c '31.4 : TOVIGIG OF .R�E /� .xzls.ss �� �i5' <<`�' €<><;':$":o4 x27sb\s 24 .47 /' .•�. / 215.1 "_::.x>». 19.05 y J, / �. %% BC=215,76 / ° / / / CAPPED / M,, / ZLIBE 794�AGE 233 / / \I \ \ 236.15 �'?• e� r� 1 42 �C s / \ \\ TC=216.26 4"SPRUCS^' / $�P �\ / / f V 123 99 V RIM X t 33 SEC. 7�BL0 K 6 V I 2A� 215.98 I x214.72 BC=239. BC=238 29 35.63.' _ 27.11 / `4''d �REA: '±3.92ACR 5 X15 ��X2��1.7 x216.64 �_ MAP NOTES: TC -239.61 /TC=238.69 r f \\ 28'' / / oP j I \ 0 214.x'' 1) NORTH ORIENTATION IS PER MAP REFERENCE #1. LEt242 / ' \ / e 16.76 ,1 \ 6"OAK / 239.52 %g2`' '..,11 / ' ' \\ �,�... 21 / `•,. p 216.7 �`\ 214.9 2 VERTICAL DATUM IS BASED ON MAP REFERENCE 3. :, / DMH y Al "IR:. \�`" / / ='3;22s 39 / / / / / / ) # 247.57`. �.•: /J' \N � / / / / x'276.72 � \ \\ BC=241.04 / ti// 238.82 • z 27.43 ' \\\'`" a QF,�// 276.38 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR TG -2x1'44 241_ U/ , s / I 2� 3 OAK " / LP' r / c+,a ' 36 OAK \214.41 UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, 241.09 / ce j_ I ' 0.37 \ `; / / x / RIM= /- /+'�.,` / / - X223 5 6.70\\ RESTRICTIONS, COVENANTS OR ANY STATEMENT OF FACTS THAT SUCH / 240.x9 =24 4 /BC=239.61 �:G. / %� \ Nv- x T '� ii m TC -2 4 TC -240.01 � ! �' r, 24" APLE / \ / 18.65' 15. 216.41 CB �', 2 DOCUMENTS MAY DISCLOSE. ec=z41. 6 �\ Q 2�° i� /// LP y` tet Q37 ' C:> x 224.31( / "" DI 16.79 \ \ NV= HIM- DOCUMENTS 7 QG /� `\' 8C=240.12 `�A i p0 /",,; ` p RIM= F P 211.4 214.14 214.8 /✓ // TC=240.52 O / 239.2 24 `," ' M u) p / / / / \ 42'MAPLE / rlrL 216.51 x - 21644 Sd // Q .. \. 0 J N L, N O / \ <', � 221.4 216.65 4) UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM BC=240.65 zao ao \// (/ x21 x.37 TC=247.05 / ✓ r ' ^� / .X3.8,ii 22 .50 DATA OBTAINED BY FIELD SURVEY, PREVIOUS MAPS AND RECORDS, AND FROM / //< 2ao.1s h�// / N f / x s6\ PAROLE TESTIMONY MADE BY SCHOOL DISTRICT AND UTILITY COMPANY PERSONNEL. `% x/ / / z 7.s? ,36.6 ' / / / / / / z1s.73 TENNIS 16.43 x lsot \ BM 1 THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH a / / 9 z3ss ! N \\ / 1/ 26 SYCAMORE /\ R,R SPIKE IN „� �y1 / 040.45 x 240.34 239 74 r7p ,-k 3)24 OAK N 22 .91 216.59 t :.; 26"POPLE '�-•C �1 NO PIPES MSABLE SUMP= 2°9.5 215.38 Z''-srO TC=240.85 �// / 2393' N �3�21 , (p r`'•. / �\ X2,15.43 -_..EV:=2T%.9T WATER I x s L \ ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND / i ti x' ` I / 2<"24ax' w METER / N C=240.31 F. - V " •x _ .._,.239.13 :%s / / %� 22, .82 / 1 216.43 16.80 \�' P F, 215:B5 �_ 217 51 UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES Tc=zao74 =,Buses r .,: 0 P COURTSGPS .215.62 / w N" y:... ,1, / 23 70 �,,. ,.6U5f,{rr,. / /''' 2 2 08 1 ,x2is.72 ::: PRIOR TO ANY CONSTRUCTION. a 40 / BC=240.15 / x; / / ,., / \\ 222.o1x %k'zts. s � Y I 244.74 / X / B( / TC. / W\ N / h wv / WV ®242. 242.6 J / 245.61xBC 243.20 � 3• TC 243.60 rO I BC=243.25 3 TC=243.75 246.47 X X 2447 EMH 7.49 / / 3 P /ry C=244.52 245.02 / BC=245.38 244.87 TC=245.78 F &i­� -24 BC=246.5 `2y17.16 / 4r�t �` , IPF i Z' TC=246.94 BC=246.07 244.- 246.89x BC=246. 3 TC --2#6:47 YY ( TC=246.73 244.�t BC=2�F7.22 8,"PINE TC=247.6 (D: 8C- 47.18 r }L5.49 =247 58 \p ® �� x 246 9 246.40 247.77 ! LP_ 247 47.03 `V46.73 c�.l 24B C=247.54 .�}.. 8"PINE I( TC=247.94 248,60 / BC=247.25 �' 'J B;PI E -,(4. TC=247.75 ' B"CHERRX -248.02 >\� 8' PINE O_>r 10 TC=2419-224 250.25 It C=248.1 2 8. Pit :, 247.71 C=249.72 oe.:w' �_. , 3 ��d 50 -,'10"OAK .. 48.77 l /-10"PINE 12,19.64A BC=249.4 / TC=249.8 12 240.2 ?SS TC=2405//. r`39.05`P� / / 32"OAK / / / / / 222.�>i 222.99 \\ 275.71 t3 215.E POP 4"OAK i ti V o a' . x, 28r96 ��� �/ /,2 rS•. 'S/ / v" _._ 28 MAPLE / / :'' 76.42 "" MH / 216.64 23 x-. " i rx / l \\ 215.42 LE. d0. 217.3 :':7,4 BC=212.93 6" ...... 216.32 ,6 -�{0"OAK {j C-273.43 / C\\ Jy / z'- - 3716 238.33 74 2138.21 / / /,t' \\ < x 216.59 rL� "' 217.3 8` �,�/ _` O �1 BC=240.7 ROC WALLe'. ,x'216.19 / ' '^ TMH - 237.17 / / / / / 241.5 RIM- � i J •x 24.6.34 zF'21 .77 .,.irk.:..� TC=240.97 *, ..�- / , \P 'F `. p / 2'17.' B� 240.31 4 ..45 240.7 3 2373 / 32"0AK\239 04 15 73 01 MA LE =213.14 240.80 / 42"MAPLE \ P /# 212.74 �c�237.37� ic2vta55 / / / --_ .,:K /"34"OAK �. 30' AK 222. 220.69 0 x1 / 1� .8 2.30 aN 40.3 `26"MAIJLE R"' �,. : } y x / �1 / x 218.65 N BC=240.58 \ ._� Y.t2 0.49 3 Q, 215.64 ' Ir TC=240.98 GV 23 2 238 6 �7 / / / ' a / \ 16.55 / / ���Q x 4� 217.07-;, BC 272.75 x �� •rL L 1B / :1?i:::I:" 212.14 240.93 / \ �'. ;,.�2 �ZTC=213.25 "352 .44 / �' / 42 SYCAMORE r/ 4'. ' v1 F- x'24.7.91 211.97 •: ,x 216.09 � -=4"MAPL X 23ArA9 X ' / / / / / / / / r X'220.59 P 217.6 ?...' 243.58 ..__// __ l 15 r"f'F B =213.09 BC -271.60 / ,�IR./y / / / / / \\ 276.04 .' �2 %�` '-� 21716.39 TC=213.59 TC=212.00 ,t, ti� C=241 0 SYCAMORE / / I - 24'MAP,LE 218.0 / �� 215.24 11.6 / S° J / VI / 21. 7 \\ x 216.2h 15.88 .d / / BC =212. 41J �/ ,� cv 2'3334.41' / 26 K %/ / F' 2 ,05 TC=212.7 . ''!:; BC=211.47 -�� BC=2 4.17 NV= TC=271.81 27 >"X'2'50.07 / / / �, x <,:'"' /\\ \ \ / / 274.54 \ TC=21 .67 208.9 Ce / x x215 9S l /N J� / /!, / / `• '�- -- ,�_ 34"OAK/ i.;dt:,: / is / \/ 227.84 ' X2+,19.89 \\ �i / / / _ G x241.59' �~ 3 OAK / /� .r4.- )- \ x215.64 x' 16.22 / / "X'2 8. 32"S/AMORE / / / / 2 / + 'J \�. �. ...5-1° '' X'23.76 / / / / / / ' ,x'2434 \II"A / 1 \ �- ,'v `213.45 24"SYCAMORE ' 37.72 i 28"MAPLE,,_, `-� •J /r ' �t0 R, = 3.85 / i32. / `� d.. / J '+ 36"i..APLE5.65 / x215.4 BC=241.23 (/,, / `Y.,'C ""�` AAyy r. TC=241.73 '-'" / r^r'232.73 .•�� / /, "2 2'"OAK ,x222.75 / / / (` M= 2130.03 'J �3o"MAPL"��." 241.16 / 5,37 / / ,.: /4 OAK ' ni, / \ / Oj 214.47 / / ® / t/ / 32"oA� :X�22�79 `l / / 217.09 15.77 / CB / / BC=215.88 X215-,.-._ CA D �-� / / / 8'MAPLE 26"MAPL\\ / _ / ' , / 4....: „' .. / \ \c1 / 21 / TC=216.38 = 8"OAK �- 215.68 % ' Q BC=215.92 ` 30"/K 28"SYC , MO E 1 / ,:.. ;:`•: v �� 9.61 ...:X 218.93 �\ O��SP� 214.4 V /x 214.7 RIM 4.32 NV= �• ,,P.„' / /`.:.. : x'2 0.39 30"M LE ..:. /di ::f / \ 215.68 2.17 .K28753 -•X 37.23 \, .K2N, /1.11 275. o . 552 2.57`-: i�2a9.69 x5 WM 2 / ,� 30"s) ORE 24'OA� / / / / f/ a - / \ 215.58 7 / / 'i .-'x 217.43 O / ..X 233. 3 / %,' / 34 "OAK MORE \215.14 , 6 /ry1 X00 .:. a II „ 1 / y 2.26 a2/ / 215.11 /-214.45 FF'D (2)� PINE / / / / J / 40' SPCA CiRF 3 / �- '•, :; ,.' / F,OG� / / 215 6 6 x 39- L x239. 22"OAK 34' OAK/ x '.s / \\ 215.3 24"OAK /yp CIP.F'' 7� 3 67 / 0`38 SS x214.82 26"OAK ``. 42.1 .. "L,A. ' ., „„ �- " 30"SYCA RE !� / x 222.73 i " •X'231.84 226.09 TC=276,0 .� s>c CONC. BLOCK / '>K21,4.79 % BC=215.45 22 .44 / x217.39 \\ 21 Err 1; / X,'2 6.70 .. O N N \ OQ TC=271424 i / 274,9 F.F.= STORAGE BLDG. TC 2114 24 ' =242.26 242.90 W O� 's ' 1 N \ 111 N 275.24'.° 215.52 �4' =242.7 4r d t cWo N N./� ' /4.,.5' �O N N / / / \ 215.2 " "215. 214.85 /'�' N N 37.47 i / / N a' c,+ G� 21 98 15.4 / '`0" X2 .88 G --k 216.39 `. 242.81 28°SYCQMQRE / 232.65 I ' / p N N i I ' ' / / / / x �? \\ 1 6 '2J 5..j b„/ 30"SYCAMORE �� \ •L. SYCA ORE 236.3 N N 0"1 2 "OAK > G' Q yYF 242.87 `r"'k'� N N w N ,s•;`vs 1- / O \ G �iw;�,•- w o 4 SYCAMORE / 215.62 CB a '`\• J I �,. /N .' 238.67 `, X'"i 236.63 ( y' •'.4'2•'7.44 - -_ - -_ -_ - ' .. :236.7 N N 6"OAK '` .-a'^i^:. f._ 1 - INVt .57 214.86 %X'27.4.8 G dt.:; r\\ 242.99. "?'; .__. q N 1+' ,, l<:' 72"RCP =211.9 43.09 11.-,::; %'.._.` W ' ' '',(;",,, �`/ _:=. 2P249.44` / X 240 63 24'ISYCAMQR� t 23 .43 M -Y' ,•' 12'8.58..., JI \ a // E 1 ' \ I / r 215. t \ 3'OAK 28 OP. E 214.14 237. 2 BUS N .:r\\ 225.97 N N 1 26"OAK / \Va'`L.' / x \. r,.. ' NIF O 38.15 / �`` 234.07 �' "' 214.4 213.64 ,,(o\ _ 24 5 N %=`2�1�f3.19 RIM=O`x 3 `,"35'29,4. 8C=2 LANDS / x0' 236.91 �, • 1p �.: \ 213.89 212.99 .,� 43.46 N '\._... `I_...,, >-� �..,_t`` / ' .::. / 214. -� , TC=214.28 .43 x ry 237.3, "' 1"Rf- ..,__.� 16:'OA .% 227. 1><r / N N 82 \ Vs•x?.�214. 4.28 214 `f UNION FREE SCHOOL DISTRICT NO. 5 I �''"orb C ,;,, � / 26.48 .� Oy _ z I I 40"SKCAMORE v ( ;?e'�14.76 0.W t I., H \E::x_:2 1.33 _,^T,�: m / 3"OAK' 21 2 C=213.16 215.00 W CBPP C� �• 237.2 O :r:;' ' 226.87 ' 214.32 TC -213.66 r LIBER 6994 PAGE 658 437 ^124 .71 4 PV rv�' 36 1 t 236.0 DHW ` ? 24249.86 tv 1 3::A K , 1 x x s x 215.49 �'ir414.64 \\ '' 42.7 =24RIM=/ T_F,� 234.18 DHW ' ��,lr 221.72`:; i_;,3' / / 3"OAK "`r•; \4.05 I SEC. 1 BLOCK 6 LOT 2A-2 240 97 I E \\ /�/0 23 .?7� F.F.= K'OOD ;x,226.64 ��? 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TC=210.17 \ x 212.64 BAR SCALE 30 0 15 30 60 1 inch = 30 ft. DWG, NAME = RYEBRKPRK,DWG BOUNDARY & TOPOGRAPHIC SURVEY HARKNESS PARK TOWN OF RYE, WESTCHESTER COUNTY, STATE OF NEW YORK PREPARED FOR HMH SITE & SPORTS DESIGN T.P.N. - 1-6-2A-3 Project No. - 05.04 Scale - 1"=30 feet Sheet 1 of 1 Survey Date - 4/13/09 Map Date - 4/14/09 Print Date - _ _--- Checked B y - RTB Revisions Survey Prepared By: BOLTON LAND SURVEYING, P.C. P.O. Box 184 - Richland, NY 13144 TEL(315)298-5210 FAX:298-6787 :u.d?ior _gid a: atlas: m' a .;Rion to a vc :m'v : mp b..ei-q :a Ad.tko, ci:c• ;o 72;6. ,ui:-div;e7o•, 2. of'the . t 'cr4: .5' 2 u<atior.'l:>vi". `Or:l}• <oales :ram th, a ic_ir : cf Ws s•-w_y mvk<d •i';::a,: a iair•u�ef the lanr. : •:•°y.^.: r e,^:hn:s°G �e ,i shy: ha <o::x:dear. tr. 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STANDARD FOUR COAT COLOR SYSTEM TO BE INSTALLED AS � / / �,.'_' -,.,., .��; .�--i..' s -11,+.11,14 L_', _��', j", . ; .� I ­ _,, . , Ix -i . 11:11 - I , - , '"', '111I f , ,-, . - 3- - - - ��,� -1 I n -�.:L--�-'-,�,-"�:"�,:�1$1.1.,-,�.,?--,�"-�-i'�, - ­SE1e---,pE-NE--R` t* -"I",:" _- -c '11 1 � , - kL!-" iZ-.,. ,.,I, It" �1 - .1m.R _�� , 'f 00 t.,�." ,v 1-1� I , .,� . _ P� _�.Iig ,Q.jz� . -I-" . .. ­�_ �­-l­t j -� --,'-4 - " .q ", - , -7, ,� -,-0 I.? I- � -,-- , "'opix ,6 --, � 11 I t ,:Q,.,z , , , .-.? �',--_ - . T. .-�, _ - 41 I I - I I .IT'.�zz -, , ��' �-, -ir.- J, -5- �7,�,--t- .", , � " -Q 4,�-��,,.,.-, , - ­� z ", _i._��z :_�_,;�-4;�I"," ;-4--'t-`11;'1 _:�'11",'_�,�!--�1"�_ _1_�_:Z_ -1-Zt�-?II - � - , -2,11 -,--it"..., I ,4 - . _j , 11� -, i c- -�� i - --;, _� " � ..4_j. q_ N , � I - -1 /__ "T �� ­i,7��4_��,-, UCTION ACTIVITIES. TO THE BASE BID COLOR SYSTEM AS PART OF ALTERNATE #1 I , q� , I -1y 1_4 i- . _` ,-i-Tf'�,7,�,,--P�9:z,�- - - � -T � ,-,ysEc27i,,I i �Ete�i-t_,k-t.j- - .-,- . - r -,;,- I --, - ... , -1-11 _1j1"__Y`_ _� -1- I- - __ � , UAL SECTION 02791 - TENNIS , 'I 24 - .., .i-:41�,,�­4,_Ii - I-,.- I ­ - _. I - - __ .. - I I .1 / / 11 .1 �" I . I v__ I - - - - - 1 4 // / i "I � ' r1215.57 !YFOUN-�AIN - - - - - 4 - - .�r / / / 1xzy � I 1�al 7 -.-- __ _.- __1 11 / ; I 6 w w w w w w w w w , __ / / '. / / . 0-:11, / I / / / / / I � ." -, _� �A\b / .Z�-, ''I'll, .... ..... . --------*,/ 11 / 1, 1; -0 I I 1 204'-O" , ,� /, f . I ,� LLA2 T F04CE I 11 ./ of / I/ . __j SIL _____�-_� ..... , . i±5-6 - 4 GATE / / _11, REQUIRED 11�z .Z_1 / I I � _� . / . 1'1� *480 LF �_ � I __ __ __ - _ - ok 11 // // Z 1A3 _��, �� N, ,,- I v � m m = -,--- m ----- = - 66 ­ olI (P- - ___I�m -_ -_ _� . / - � I --]§=---: - -- / I . 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Xk� �_ "',­­,­� /. f", ,�,] / \\ I e \\ 60 11 -// / 0 \\ \ � � �: \\ � S / ! 0 \\ Ir- I / I/ i \\ //11 I e \\ J \\ \ / \ SL / / / / / / //I- ____ --213--- ____ \ // / ,_ , // .." / / �_,�< MIN, I I - ­__ I I _____ 11 I $` . `� �__ I �f� 11 \ \ 11 . . --,-,*2 1 1 1 1 --I-- 7 / _1;z� �� 11 // ,��--- ______ 11 I 11 1��, x I [­ _­:�-j\, .6 _____ ___ ___ // // i _t7 �1� // / I � 113, lkz�6 � i V�� // � 11 I � � // I �___�_� 1 ­4�- �j // ��, 11 � // ul I , // I � / I // ,\\ 1h // I I 11 // \ \ I i // \ � , // AT"--, // �t7 r - ff r____________t I __� / // -4'-6" 9 " ; 11 // L------ 4 GAT� , // "' 1__� // // I , -b ///// . cill . _� __ 5_ ". _ K _v �_ __ - __1' ­_­ � �_ __ _:�______1 v _____ ------ ­,__. ---..- .-- 1 5$-611 11 ­,___ = ---_� = so 11v ----I_ / -- ----- = --.-- -.---- 41 ,__ / �___ ____ ----,- _,_____ )vp � 71..- /\� 1�_A� " I � ",P,�3 ATI__� :�� I �� / I vel-oj " ��� _____ 1�51 ". - 11, �, \ _ _>1 � "_ ­__-, �/_ / 9, - ____777___ E I E ------7— E ��,._ _-, ! �� ,____ . \ I 1,� �-,\-?4- _ \ __27 / __ '<� --278-,, I/ / _1____ _____ < -, �_,___ \ "" In �__ -I-- __ - \ \,- ----T--- �_\ ___­�, I ­_ , I ___ , 1, ­���� I I i / I I t I I "� i I ( / I i I/ 11 ; 2. ALL SITE PLANS WERE PREPARED USING SURVEY if / -f < / \ \ '�6' 1 1�1 , 7 1 N \ / M I 1/"iclil, I \ / / 0 1 1 1 i.-cl, I < I . I I I \ / 11 \ ii , \ '1� i 11 , \ " : % \. / / I I , I I I Ic I I / � I I / . / I - (n:-- Z--::::�:Z�::� , \ Z:7 --!, I \1 \ N) / 7- ZL-:c \ 0) \ I -c i I \ \ _____,?� _ . I � 124, � / ? � / . , � Ic � \\\ '"'7 ---� 125t, , I , � , ./I I / /'..,- / // , , , I. ,�� 'r - _-,x-- , 1�1 1�111 � \*\ TENNIS COURT SITE PLAN � --.-- ______ .____?�� _____2 i 0.---- ---' . Lt 4 014 L:�,� I 1 . UNLESS NOTED OTHERWISE, ALL WORK SHOWN ON THIS I I DRAWING IS INCLUDED IN THE SITE WORK CONTRACT. 1 2. ALL SITE PLANS WERE PREPARED USING SURVEY INFORMATION OBTAINED FROM BOLTON LAND SURVEYING, P.C., - I DATED 09/08/06 AND TITLED 'TOPOGRAPHIC SURVEY OF PINE RIDGE PARK". ALL SURVEY DATA USED TO PREPARE THE SITE PLANS HAVE BEEN PROVIDED IN THIS SET FOR EROSION AND SEDIMENT CONTROL REFERENCE. SURVEY INTERPRL7ATIONS MADE BY THE . CONTRACTOR ARE NOT THE RESPONSIBILITY OF THE OWNER, OR HUGHES ASSOCIATES, PLLC. CONTRACTOR SHALL NOTIFY 1. UNLESS NOTED OTHERWISE, ALL WORK SHOWN ON THIS LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWING IS INCLUDED IN THE SITE WORK CONTRACT. SURVEY AND EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 2. IMPLEMENT PROPER EROSION AND SEDIMENT CONTROL PRACTICES PRIOR TO THE START OF ANY CONSTRUCTION 3. CONTRACT LIMIT LINE IS FIFTEEN FEET OUTSIDE THE LIMITS AS INDICATED IN THE NEW YORK STANDARDS FOR EROSION OF DISTURBANCE. AND SEDIMENT CONTROL AVAILABLE THROUGH THE NEW I YORK S 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING CONSERVATION. UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED IN THE SEQUENCE LISTED BELOW AND 5. CONTRACTOR WILL INSTALL, AND IS RESPONSIBLE FOR MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION MAINTAINING, TEMPORARY CONSTRUCTION PROTECTIVE FENCING PROCESS. IMETER OF WORK AREA. REFER TO PROJECT SECTION 01500 - CONSTRUCTION CONTROLS AND 4. ALL IN PLACE EROSION AND SEDIMENT CONTROL MAINTENANCE. PRACTICES WILL NEED TO BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUN-OFF PRODUCING RAINFALL 6. STANDARD FOUR COAT COLOR SYSTEM TO BE INSTALLED AS EVENT THAT OCCURS DURING THE CONSTRUCTION PART OF THE BASE BID. MINIMUM FIVE COAT, RESILIENT PROCESS. ANY NEEDED REPAIRS WILL BE MADE PRIOR TO EM SHALL BE INSTALLED IN ADDITION UCTION ACTIVITIES. TO THE BASE BID COLOR SYSTEM AS PART OF ALTERNATE #1 S E U E NaNG AND MAINTENANCE UAL SECTION 02791 - TENNIS vO% COURT PAVING & ACCESSORIES FOR ADDITIONAL INFORMATION. 1. INSTALL A TEMPORARY GRAVEL CONSTRUCTION ENTRY/EXIT DRIVE. ENTRY/EXIT DRIVE WILL BE CONSTRUCTED OF 7. CONTRACTOR TO REMOVE EXISTING BELGIAN BLOCK CURBING ITH A MINIMUM DEPTH OF 6" OF EXISTING TENNIS COURTS AND OVER FILTER FABRIC. ENTRY/EXIT DRIVE WILL BE A TURN OVER TO OWNER. MINIMUM LENGTH OF 50' AND WILL HAVE A MINIMUM WIDTH OF 15' THAT FLARES TO 25' INTERSECTING WITH 8. CONTRACTOR TO REMOVE FOUR SETS OF EXISTING POSTS THE EXISTING ROAD. ENTRY/EXIT DRIVE SHALL BE SLOPED ER. AWAY FROM THE EXISTING ROADWAY AT 2%. IMMEDIATLEY REMOVE ANY DEBRIS FROM EXISTING ROADWAY AS A CONTRACTOR TO INSTALL SCREENED TOPSOIL AT ALL TENNIS RESULT OF CONSTRUCTION TRAFFIC. 9. COURT PAVEMENT EDGES TO CREATE FLUSH CONDITION W/ NEW ASPHALT ELEVATION. GRADE OF TOPSOIL TO BE MAX 5:1 2. INSTALL TEMPORARY TREE PRESERVATION AND PROTECTION SLOPE. EXISTING TREES THAT WILL REMAIN WITHIN THE LIMITS OF DISTURBANCE DURING CONSTRUCTION. TREE PROTECTION WILL BE A MINIMUM Foffii-u--] DRop INLET #3 HEIGHT OF 2' AT 8' CENTERS. ALL STAKES DRIVEN A ______ REMOVE EXG. DROP INLET & MINIMUM OR 12" INTO GROUND. SEDIMENT FABRIC MAY BE INSTALL NEW STRUCTURE USED TO CONSTRUCT THE FENCE. CONSTRUCT THE FENCE RIM ELEV.=215.91 NEW 8" POROUS UD INV. IN=213.80 AT THE DRIP LINE OF EACH TREE. IN AREAS WHERE EXG. 12" INV. OUT=213.80 MULTIPLE TREES ARE IN CLOSE PROXIMITY, INSTALL AROUND THE ENTIRE DRIP LINE OF THE GROUP OF TREES. 9fi2 RO=CK BAGS - TYPICAL OF THREE 3. INSTALL TEMPORARY DROP INLET PROTECTION AT ALL EXISTING AND NEW DRAINAGE STRUCTURES WITHIN THE EXG. 12" STORM PIPE LIMIT OF DISTURBANCE AS WELL AS ALL DRAINAGE AREA 0 D 3TURBAN '7 DURING THE ONSTRUCTION PROCESS. TEMPORARY INLET PROTECTION WILL BE TENNIS COURT AS144ALT PAVENENT K BARRIER BAGS THAT ENCOMPASS THE ENTIRE DRAINAGE STRUCTURE INLET. STACK ROCK --2-A-2-1 BARRIER BAGS A MINIMUM OF TWO COURSES HIGH. F TENNN COLIRT CKAIN LINK FENaNG SEDIMENT WILL NEED TO BE CLEANED AWAY FROM OUTSIDE 12 ' HT. BLACK PVC COATED FENCING EDGED OF BARRIER WHEN IT REACHES 6" IN HEIGHT. OF TENNIS COURTS 4. INSTALL SEDIMENT FENCE AT THE PERIMETER OF ALL F -4-1-22F] TENNIIS CXPJRT POST AND MW ANCHOR DISTURBED AREAS THAT WILL RECEIVE RUN OFF DURING TYPICAL OF FOUR SETS STORM EVENTS. SEDIMENT FENCE POSTS WILL BE 4 HIGH X 4"SQ. PINE. FENCE WILL BE A MINIMUM OF V-6" IN HEIGHT WITH POSTS AT 8' CENTERS. DRIVE EACH POST A I 13A2 ITENIIIIIIINCOLIRTASPNIALT &VVESTSM MINIMUM OF 24" INTO THE GROUND. INSTALL SEDIMENT FABRIC ON THE UPSLOPE OF THE POSTS AND BURY A MINIMUM OF 8" IN GROUND TO PREVENT UNDERCUTTING. WHERE JOINTS ARE NECESSARY, OVERLAP EACH FABRIC SECTION TO THE NEXT POST. SEDIMENT FABRIC WILL BE NYLON, POLYESTER, PROPYLENE, OR ETHYL A MINIMUM WEIGHT OF 50LB/LINEAL INCH AND HAVE A —PULVERIZE EXISTING ASPHALT PAVEMENT THROUGH FLOW RATE OF AT LEAST 0.3GAL./FT2/MINUTE. SEDIMENT A MINIMUM OF THE TOP EIGHT INCHES OF WILL NEED TO BE REMOVED FROM FENCE WHEN IT ASPHALT PAVEMENT AND BASE. REFER TO REACHES 6" IN HEIGHT. PULVERIZATION FOR ADDITIONAL INFORMATION. 5. UPON THE START OF CONSTRUCTION, ALL AREAS OF EXPOSED DISTURBANCE THAT WILL BE LEFT UNDISTURBED S, BUT ARE SCHEDULED TO EJR2� TENM CXMT LAY01i RM RECEIVE ADDITIONAL WORK, WILL NEED TO RECEIVE A TYPICAL OF FOUR TENNIS COURTS TEMPORARY SEEDING. ALL TEMPORARY SEEDING WILL BE DONE AS DESCRIBED IN THE NEW YOR EROSION AND SEDIMENT CONTROL BASED ON TH TI YEAR THE SEEDING WILL OCCUR. ALL AREAS OF EXPOSED DISTURBANCE THAT ARE NOT SCHEDULED FOR FURTHER —REMOVE AND DISPOSE OF ENTIRE EXG. CONSTRUCTION ACTIVITIES WILL NEED TO BE PERMANENTLY CHAIN LINK FENCE. REPLACE AS SHOWN. SEEDED AS DESCRIBED IN SPECIFICATION SECTION ES. 6. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE APPROVAL. ki=ii;�e',�l�.lz�'ihizl--I*d��eli-, CONTRACTOR TO TRANSITION GRADE FROM NEW COURT ELEVATION & EXISTING PAVEMENT BY WATER FOUNTAIN W1 ASPHALT OVERLAY I V k I ��- - � � V, � �, ,� . , - I'll 1� ::: 1:: 1111 VILLAGE OF RYE BROOK I I'L I - I I PROJECT NUMBER 09-002 � - __ - :i::::��:::­� ­­­­­ , :��:i:�­:. , 11- 1. I . ... - IIIIIIIIIIIIIIIIIIIIIIII ... ­:,, .1 �. , .11 � I - _ .111. . I .. . I.. ".. , I - x I.. . 1� .1. I-, VILLAGE OF RYE BROOK - i I.., . . I 11 . , .. I �::­� �: .,:.�: :�. . ..:... I � RECREATION DEPARTMENT ,: -.i�: :..:::,. '. I . , .1.11 , �,:­: �.:,:�­ 11 :,1-1 , �. . - I RYE BROOK, NEW YORK 111-111. 1-11-1. I , �!�:��:::::::..:. ­ � ­ ........... ___ i ftwoft HARKNESS PARK TENNIS COURT I I IMPROVEMENTS -site & sport. -s -I I & - = 1 77 LO" 7 - �7, =- I 7 L 1 � - , - '-T __ -,�W, I I'* --i11 �� - 711:�* $_�*'.11 1. �p _1 ". 0_11- 0 �. �� =10214111 Ij- D 8 .... � dift SITE PLAN hvimo miiiiiiiiiiiiiiiiiIW 20 10 0 5 1.0 15 2.0 6mmmomi I �� (S 1 09=002 Ll WIRE TIES 18"O.C. 4" O.D. CORNER, PULL, MAX. 4" FROM POST CAP & END POSTS. TOP & BOTTOM-\,,., TYP 8'0. C. TYP Scale: 1"=20'-0" NOTES: 1. INSTALL PROTECTIVE FENCING PRIOR TO CONSTRUCTION AND MAINTAIN THROUGHOUT CONSTRUCTION. 2. REMOVE FENCING UPON COMPLETION OF CONSTRUCTION. 3. PROTECTIVE FENCING SHALL BE IN INSTALLED AT EVERY TREE WITHIN CONTRACT LIMIT LINE AS INDICATED ON PLAN. 4. IF TWO OR MORE TREES ARE CLOSE ENOUGH THAT PROTECTIVE FENCE WILL OVERLAP, INSTALL FENCING AROUND ENTIRE PERIMETER OF TREE CLUMP. 5. NO GRUBBING SHALL TAKE PLACE WITHIN THE DRIP LINE OF TREE. (3) 1"x4" RAILS AT 12"O.C. MAX. FOR THE ENTIRE PERIMETER. SECURE TO POSTS WITH GALV. SCREWS OR NAILS. N >- Lo DRIVE POSTS A MIN. OF 3' INTO GROUND. - 0 i� • • if�la-• i . . ft• •tiff • - � aff�•fffif♦i~ . f f liiflflf • •ff •f♦fff • 1 f♦!!!r .• O f f f fftr III. ♦Qftftilfif♦f�`!• Rlffffffff�.�3 riiLf♦ •ff ♦'� ♦.lfff♦'fi♦if f..t. f ♦ -♦f•tf ♦ii f. f • II fffff.f ♦yf •-♦•f• ftf • A , fft♦♦•i.if yyflNlff i!♦lt.t.ii♦.ff' !•.♦f sr••f.•f i Hf.frlii♦rrrr••♦f.•. ♦♦ ♦f.•.f f rfF♦. ii♦i•i A • . f!«♦�i�♦fs♦s'ifi"t♦♦tft t ♦ ♦ iif♦f!f lrff ffi iiirsri♦i'r�+fff • !♦ t♦.f i♦t•1f♦.♦f♦iftli i.♦lfff♦♦ f•ti♦ ♦. ♦f♦.f f♦♦•fs♦♦♦♦••f♦1f♦ ft f..♦••f it •1f♦!!Tf .f fffi.i. if i/f• A - LINE POSTS 3.5"O.D. PIPE. 8'O.C. TYP — SEE PLAN FINISH GRADE RAIL END TYP TOP RAIL F1.66"O.D. PIPE ?C Q m ;r SINGLE LEAF SWING GATES. SEE SPEC. SECTION 02821 FOR POST, FRAMEWORK, AND HARDWARE INFO. Scale: 1/4"=1'-0" COMPACTED BACKFILL FROM TRENCH EXCAVATION. Scale: N.T.S. DRIP LINE 12" FOR EACH INCH OF TRUNK DIAMETER, OR J" TREE HEIGHT, WHICHEVER IS LARGER. SILT FENCE 12" FOR EACH INCH OF TRUNK DIAMETER, OR J" TREE HEIGHT, WHICHEVER IS LARGER. ................ ............... ............... ................ ................ ................ ................ .. ................ ................ .........•...... ................... IN LIEU OF RAILS CONTRACTOR MAY INSTALL ORANGE SAFETY FENCING AT ENTIRE PERIMETER. ATTACH FENCE TO POSTS WITH GALV. SCREWS OR NAILS. TYPICAL. ____�_ 2"x4" POSTS AT 6' O.C. MAX. AS REQUIRED TO ENCIRCLE ENTIRE TREE. Scale: 1/2"=1'-0" mk6c nni ID -r rni no r'nATInIC Scale: 1/2"=1'-0" TENNIS COURT COLOR COATING 1 1/2" TOP COURSE 2" BINDER COURSE EDGE OF EXG COURTS —, N if Scale: 1"=1'-0" TENNIS COURT CHAIN LINK FENCE. SEE DETAIL 2/L2 NEW FINISH GRADE AT LAWN AREAS TO BE -q FLUSH W/ NEW ASPHALT I PAVEMENT ELEVATION -7 \'�►\� \\\\'"\\\\\\\\\\\"\ \\\\' � i -, , �`;�_. •• _:�..��t--�•Z r may, �� .• Iy'/r lr l�'F�/-['�"'.T.y✓' Ca►+".�'�I' �.?V' .Y"aV._ . � —w� ■ ,i: �r r to A��fF�►: 41� � � � 11'I E. COMPACTED SUBGRADE 8" NEW TYPE 2 FILL PULVERIZED ASPHALT PAVEMENT TO MIN 8" DEPTH. REFER TO PROJECT MANUAL SECTION 02748 FOR ADDITIONAL INFORMATION. TENNIS COURT ASPHALT PAVING (NORTH SIDE) HEAVY-DUTY CAST IRON FRAME AND COVER TENNIS COURT CHAIN LINK rr.li-.r r.rr r•rTw 11 n /1 n Scale: 1"=1'-0" CONC. SHIM AS REQ'D. SEE SITE PLAN FOR SPECIFIC INVERT ELEVATIONS & PIPE DIAMETERS. 6" MIN. STRUCTURE BEDDING COMPACTED SUBGRADE Scale: N.T.S. NEW FINISH GRADE AT LAWN AREAS TO BE FLUSH \11 / A11�\AI Ar+l"111 Al T P•1 A\/r\.rAIT 1-1 r\/A TI/'1A1 PULVERIZED ASPHALT PAVEMENT TO MIN 8" DEPTH. REFER TO PROJECT COMPACTED MANUAL SECTION 02748 FOR SUBGRADE ADDITIONAL INFORMATION. TENNIS RT ASPHALT P (EAST AND WEST S Scale: 1/2"=1'-0" TENNIS COURT PAVING AND BASE. SEE DETAIL 3/1_2 - y • II 1111 �wg •r� 11 �� • • • � • • II '►,� �'�•-• � •mit IT • • : II 1111 I I� • i• •• r ��1�►..-4! � r���.� � � II�. • . • • • y • Ii II •r •w l��F'�/w •w�,i,fi •r •w RR •,r, �I�I ' •' • • I1g11i1"=11"1L'".11�=�"']1=1�IL"'��11�111�1] 11-=ii=11 fl.-11=�1=fl= II .11=11=11=�1(=11 . ROCK BARRIER BAGS CAN BE SINGLE OR DOUBLE LAYERS. AREA DRAIN OPENING BEYOND SHOWN DASHED. FINISH GRADE PLACE ROCK BARRII BAGS SUCH THAT i` GAPS ARE EVIDENT. DRAT" w EXISTING AD, FINISH GRADE cD N 1" ROCKS CON" IN PERVIOUS Bi BAGS OR SYNT NET BAGS. 3W APPROXIMATEL` BY 12"WIDE BY ., .,... TENNIS COURT CHAIN LINK FENCE. SEE DETAIL 2/1_2 UNLESS OTHERWISE NOTED ON PLANS. NEW FINISH GRAD AT LAWN AREAS TO BE FLUSH W/ ® wi_iwi NEW ASPHALT II=III PAVEMENT ELEV. o• .Q A A tl r 61 6: 12"0 CONCRETE FOOTING. TYPICAL EACH FENCE POST. UNDISTURBED SOIL DRAINAGE FILL UNDERDRAIN PIPE W/ DRAINAGE SOCK Scale: N.T.S. Scale: 1"=1'-0" AREA DRAIN Scale: 1/2"=1'-O" •A Will 41 0.1• • • . • • . , • ..:. oil • • r r � n r w w R,n I„Ir/�l�i ; i iwT inif„1 Ij I • •' • R° it •'1 / • » i .y :r i , r 1111:""11""!/1 "'�411"+.11t"':':1 11!"'�AI I 1. � � ��`� �. ��• � r�{^"!Il',+, if .II=11 ;11 1F-11 ;I If.-�I li•„�.w� , ��•w• .• � �I' X11=,11_-,il- slllt=1.Ilr-j .• ;•.:,� •»IIr1 - • ,, \/.. / .Ili• -,1 111 1111WPM,w w• " r• ' II. IIS • • II=11� II II=1► .IIS I. --IL-- =11 11.-11-.11.-1L=11=° 1=1t=11--1 11=11 Il \ ,=, .. -r� •-• y'"; •: sE • '=11=11= _ • • . 11 Ir �w •� � •r'r1 111. - y • II 1111 �wg •r� 11 �� • • • � • • II '►,� �'�•-• � •mit IT • • : II 1111 I I� • i• •• r ��1�►..-4! � r���.� � � II�. • . • • • y • Ii II •r •w l��F'�/w •w�,i,fi •r •w RR •,r, �I�I ' •' • • I1g11i1"=11"1L'".11�=�"']1=1�IL"'��11�111�1] 11-=ii=11 fl.-11=�1=fl= II .11=11=11=�1(=11 . ROCK BARRIER BAGS CAN BE SINGLE OR DOUBLE LAYERS. AREA DRAIN OPENING BEYOND SHOWN DASHED. FINISH GRADE PLACE ROCK BARRII BAGS SUCH THAT i` GAPS ARE EVIDENT. DRAT" w EXISTING AD, FINISH GRADE cD N 1" ROCKS CON" IN PERVIOUS Bi BAGS OR SYNT NET BAGS. 3W APPROXIMATEL` BY 12"WIDE BY ., .,... TENNIS COURT CHAIN LINK FENCE. SEE DETAIL 2/1_2 UNLESS OTHERWISE NOTED ON PLANS. NEW FINISH GRAD AT LAWN AREAS TO BE FLUSH W/ ® wi_iwi NEW ASPHALT II=III PAVEMENT ELEV. o• .Q A A tl r 61 6: 12"0 CONCRETE FOOTING. TYPICAL EACH FENCE POST. UNDISTURBED SOIL DRAINAGE FILL UNDERDRAIN PIPE W/ DRAINAGE SOCK Scale: N.T.S. Scale: 1"=1'-0" AREA DRAIN Scale: 1/2"=1'-O" •A Will 41 0.1• • • . • • . , • ..:. oil • • HIll a,", rkenss Park 61 ml / LILItM fl y4 I -Alit Daa x 21z.64 SEC. f BLOCK 6 LOT 2A-2 ti LEGEND '�A•. LANDSCAPED AREA :: 8`2° SOIL BORING Po POST MB MAIL BOX MAP NOTES: a - SIGN 0 TMH TELEPHONE MANHOLE IRON PIPE FOUND p TP TELEPHONE PEDESTAL1) NORTH ORIENTATION IS PER MAP REFERENCE #1. STONE MONUMENT FOUND nTRANs TRANSFORMER 2) VERTICAL DATUM IS BASED ON MAP REFERENCE #3. CAPPED IRON ROD FOUND 0TSP TRAFFIC SIGNAL POLE 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR IRON ROD FOUND pT TRAFFIC SIGNAL BOX UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, GAPPED IRON ROD SET 0EMH ELECTRIC MANHOLE RESTRICTIONS, COVENANTS OR ANY STATEMENT OF FACTS THAT SUCH a -Cs CATCH BASIN d UTILITY POLE DOCUMENTS MAY DISCLOSE. 0DMH DRAIN MANHOLE LP LIGHT POLE 4) UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM SANITARY MANHOLE 4 HYD HYDRANT DATA OBTAINED BY FIELD SURVEY, PREVIOUS MAPS AND RECORDS, AND FROM CLEANOUT a WATER VALVE PAROLE TESTIMONY MADE BY SCHOOL DISTRICT AND UTILITY COMPANY PERSONNEL. 0GV GAS VALVE 0WMH WATER MANHOLE THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH oHvr OVERHEAD WIRES ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND a UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES - - - - -- - - - - - - - UNDERGROUND FIBER OPTIC PRIOR TO ANY CONSTRUCTION. T T UNDERGROUND TELEPHONE UNDERGROUND GAS w P UNDERGROUND WATER E _ E _ UNDERGROUND ELEC TRIO OVERHEAD ROOF MAP REFERENCES: 1) SURVEY OF PROPERTY OF HARKNESS PARK, SITUATE IN VILLAGE OF RYEBROOK, WESTCHESTER CO., N.Y., BY ROLAND K. LINK, L.S. AND DATED 11/27/1992. 2) BYRAM RIDGE SUBDIVISION OF THE BYRAM REALTY GO., KING ST. & LOCH LANE, MAP #1687 AND FILED ON 12/20/1906. 3) TOPOGRAPHIC BASE MAPPING (FROM AERIAL SURVEY) OF AREA PROVIDED IN DIGITAL FORMAT BY THOMAS ASSOCIATES ARCHITECTS + ENGINEERS. T.P.N. - 1-6-2A-3 Project No.- 03.519 Scale - 1"=30 feet Sheet 1 of 1 Survey Date - 5/5/03 Map Date - 5/13/03 Print Date C hecked B y - RTB Revisions - DWG. NAME = RYEBRKPRK.DWG f Harlkenss Par LEGEND Ve6 20 SOIL BORING ".•�a'. LANDSCAPED AREA MAIL BOX po POST 0TMH TELEPHONE MANHOLE -u- SIGN ❑ TP TELEPHONE PEDESTAL %iPF IRON PIPE FOUND ❑TRANS TRANSFORMER 6ZMor; STONE MONUMENT FOUND 0TSP TRAFFIC SIGNAL POLE 3 ' r CAPPED IRON ROD FOUND ❑TSB TRAFFIC SIGNAL BOX I R F IRON ROD FOUND QEMH ELECTRIC MANHOLE °i~s CAPPED IRON ROD SET UTILITY POLE ❑ce CATCH BASIN v-LP LIGHT POLE *DMH DRAIN MANHOLE 0HYD HYDRANT *SMH SANITARY MANHOLE owV WATER VALVE Oc0 CLEANOUT o SPK SPRINKLER HEAD OGV GAS VALVE QWMH WATER MANHOLE OHW OHW OVERHEAD WIRES FD F° FD Fa UNDERGROUND FIBER OPTIC T T T T UNDERGROUND TELEPHONE c G UNDERGROUND GAS w W w W UNDERGROUND WATER '...,. E E E E UNDERGROUND ELECTRIC ----------------------------------------------------- OVERHEAD ROOF 225.38 x 225.79 tiG=224.73 �� TC=225.33 / 13C=223.36 -'--' TC=223.86 225.84NT 23.8 223.38 223. 8 `> TC=22 ,99 24222.25 V � 221.95 x 222,65 / IN TC 222.45 / 224.26 21 7 RIM= 227 62 222.36 H / > � 21.99 BC--2 .12 22 (1/ - .70 1� ` / \ �I 9C--222.05 TC=222.30 •o\\ TC=222.45 \C BC 222.00 221.RIM=6 6 �P''r, `✓P�'(ER TC- 22.39 /2� /`L�'� / BC=222.67 BC 221.72 6 `"- TC=222.20 x 221.69 ry x TC=223.27 TC 22t.2 ��GE.: RIM= INV= 221.60 / 220.41 x222.59 218.0\\CBH24 6 / JRB \/.',',".; BC=221.48 . 0 `+1 / OSEI `r°\� BC=221.75 TC=221.98 // > » ONG e 0 z2na ce Tc=222.2s U64 t 00 E /� / N`✓�GO \INV= :: »> 221 15 ,��/ q. BC=22"03bO, 222.14x RIM=\ 277.3 _ >z:» ;":'� ;�r"¢;z.,;.;, 25. 45 228.65 6 ,Lrj, =223.4 r C=222.76 SB 221.63 iiGLF >; : s -. BC=224.757':';;i::; BC�20.58 u x r., TC=223.16 x221.93 22.6'y224.86^"'���`7`I_s.'y:,,;:;:.. p TC- 5.35 223.06... %> TC=220.98 22 �� \ \, LF,HEDG)� NN 224.99"'�/ '\ /�C}>c. x 22 .22 EMH223.'3 •'a TSR /'( 0 222.67l,MAPLE ...';` BC=225. 3 0 7MH 8 PINE C= =•' S .:>; 230.39 / ry9 T=225.93 ' x 223.72 223.67 '?:;1:• >. �'P �_ TSB x ti l` / C=-24,71 223.37 Jd2':5.. / ..:' s`:. C=227.57 - �+ TC=225.21 " ` 8 P %'�x' 2219.66 IN \ TC=228.07 � E/ 22 79„ v ��: \ M "'OP 223.7 .. .2i�':Q'; 3 oA 'h0 x 227.68 �I , ' ft"' '? q,26'1 5 USH n MAP REFERENCES: S25° •6 00 E 21 .03uJ.::""i:.:':::12<':,: N K /�' 220 \\\i 6 r y6• 3J E }.:: C- 224.57 L 14.00 1 218.41 BC-227. 6 ._:''` �� OG� / (2)t "MAPL 1 I x 7.08>. 1) SURVEY OF PROPERTY OF HARKNESS PARK, SITUATE IN VILLAGE OF RYEBROOK, / c=z 1sc=zza.9 Rom/ o::<>. y C=2 9.19 ; NFr, 5.46 `226.39 WESTCHESTER CO., N.Y., BY ROLAND K. LINK, L.S. AND DATED 11 27 1992. �� c. - xzzs. z 1 A J TC=22 .69 0 ,..IRr /E ,yk �'22.34 (;7">'>":!:::...:... 233 8/230.9 SC=2 7. BC=227.72 O \ '> BC=219� x�r1, R� 33 28.91 TC=22 2 TC=228.12 \ N 26� / 30'M LE / <<<'."""'''''% 2 BYRAM RIDGE SUBDIVISION OF THE BYRAM REALTY CO., KING ST. & LOCH LANE, 1• MAP #1687 AND FILED ON 12/20/1906. y G°� \ \ xzz .za LP E 'x 4.1a {rL�k rj, x 229.73 225 5-"'0r,}i 38"OAK \ •K18.02 "';33:`:,'"'..'`!>:.' S?� �/ 4T 3 TOPOGRAPHIC BASE MAPPING (FROM AERIAL SURVEY OF AREA PROVIDED IN DIGITAL 234.45 2; ..38 / Bc= 27.75 9 \ TC= 28.25 Gj/ c 1 x <' X2. 7.16 FORMAT BY THOMAS ASSOCIATES ARCHITECTS + ENGINEERS. < BC=231.87 E 22 TC=232.37 / / `,""26�"? d�l �• \ / 2 'MAPLE 21 ::: G / / rLrj,N x 223.50> / / '�`<�a.c�`I:::::':><^. C�� x 278 20 4) LAND SUBDIVISION, UNION FREE SCHOOL DIST. NO. 5, PART OF LOT 2A-2, BLOCK 6, BM#2 x� ' , GONG ���\i7.asII:;'?I>`>>: CB RIM= SECTION 1, VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y., BY LAN ASSOCIATES (N) NUT ON 235.25 BC=z32.sa%� / ': 2176\ 1 TC=233.18 BC=230.39 f ca�'<"E7 r'>.:'. HYD. FLANGE Lys / uR I TC=230.89 kF / yl `s1'223.97 / L� L AND DATED 2/16/2004. ELEV.=237.s4' G �/ �/ x232.65 28.27BC= / 5) RE -SUBDIVISION MAP OF BYRAM RIDGE IN THE TOWN OF RYE, WESTCHESTER COUNTY, \ \\cA� 235.°78ODE j g\ TC=231.77 2.27 y� -� �� 216 t3� \"`f1 217,00 x HYD v( 0i� `V� / / / n'� 1 1� �oA` "''al;:".#;» :.:. .:... C=217.25-A NY, FILED AS MAP #2457. \� \ // GI'': / x as / / ti /2 �...� \�::. n G� 6 \ M ZZ / / / x/ �216.88 /� \ ..<t,;i,?;:':1`::::i;\C=217.75 6 BOUNDARY & TOPOGRAPHIC SURVEY COMPOST SITE TOWN OF RYE, WESTCHESTER COUNTY, �C�3s.1s \\N t / 21a'34 / / ;=III.:. 22"MAPLE 34"OAIC j�6,3 IM= TC�23�5.66 V JR 231,89 ��/0 1 ,r/� / / / / / /RIM'- /216x 215.65 \\ 216.5� NEW YORK; BY MONCRIEF LAND SURVEYING, PC AND DATED 5/13/2003. f l 235,7z G N/ b / / zts.9 '''32"MAPLE \ 240.12': .'3/ CB r I g\�' / x / / / (2)14"MAPLE / ?'x216.44y, •:'>', / `j� BC=234.26 '7 231.93 / / 235.21 6 1 � / �;..� 12"HDPE� TC '7 / / / / 273.8 x _ �� a /'226.85 / /,l g 276.81 215.96 "::::.>... \_ `�2 ' .1, / 22" AK". //x 224.67 / / x 219.53RIM/216'_'- INV>212.7 235.3�\ s,p - / // �/ CB<14.69 9G 2,5�, 2,50g 2�2 OCK WA CiRF / / t!`1 L 217.07 Z : Z RIM- Zia�08 / / // / 215.97 / 90 `'"" .» \\\<jc 8"SPRUCE TC=236.d / 235 3 3 g AR / /x." .23 / / �� / / 214.98"X•`;j o ;,_"s" \\,' 1aj / 33.28. I / Al34.27 '+` '': - / I / / / / �6'Y / �E' 76.81 \�. / 28"OAK is / '. RIM- 227.40 214.92 c� 8"SP�1d'CE x 237.83 " / N 3 OAK '.:: ,r-,; 3 ;4 _..'.. 8"SPRUCE _ :. _ �// ,,2�+© x � LAND N/F / rti �qF�/ / j ��' m _ 'f�' �S'RGj 23 .71 P.c '�31.4 : TOVIGIG OF .RYE /� .xzls.ss �� �i5' <<`�' €<><;':$":o4 x21sb\s 19.05 y J� / �. %% BC=215,76 / ° / / / CAPPED / M,, / ZLIBE 794�AGE 233 / / \I \ \ 236.15 �'?• e� r� 1 42 �C s / \ \\ TC=216.26 4"SPRUCS^' / $�P �\ / / f V 123 99 V RIM X t 33 SEC. BLO K 6 V I 2A� 215.98 I x214.72 BC=239. BC=23ti.29 235.63.' _ 27.11 / `4''d OAK �REA: '±3.92ACR 5 �15 MAP NOTES: TC-239.61 /TC-238.69 r f ��X2��1.7 \\ 28 '' / / oP� j I \ 0 64 214. 1) NORTH ORIENTATION IS PER MAP REFERENCE #1. 242 / ' Et \ / e16.76 ,1 \ 6"OAK / 239.52 %g2`' '..,11 / ' ' \\ �,�... 21 / `•,. p 216. 1 �`\ 214.9 2 VERTICAL DATUM IS BASED ON MAP REFERENCE 3. :, / DMH y Al "IR:. \�`" / / ='3;22s 39 / / / / / / ) # 247.57�`. �.•: /J' \N � / / / / x'276.72 � \ \\ BC=241.44 / ti// 238.82� • z 2 7.43 ' \ \\'`" a QF,�// 276.38 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR TG-241.44 241-- U/ , s / I 2� 3 OAK " / LP' r / c+,a ' 36 OAK \214.41 UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, 241.09 / ce j_ I ' 0.37 \ `; / / x / RIM= /- /+'�.,` / / - X223 5 6.70\\ RESTRICTIONS, COVENANTS OR ANY STATEMENT OF FACTS THAT SUCH / 240.a9 =24 4 /BC=239.61 �:G. / %� \ Nv- x T '� ii m TC-2 4 TC=240.01 � ! �' c, 24" APLE / \ / 18.65'� 15.6Sj 216.41 CB �', 2 DOCUMENTS MAY DISCLOSE. ec=z41. 6 �\ Q 2�° i� /// LP y` te2 Q37 ' C:> x 224.31( / "" DI 16.79 \ \ NV= HIM- DOCUMENTS 7 QG /� `\' 8C=240.12 `�A i p0 /",,; ` p RIM= F P 271.4 214.14 214.8 /✓ // TC=240.52 O / 239.2 24 `," ' M u) p / / / / \ 42'MAPLE / rlrL 216.51 x 21644 Sd // Q .. \. 0 J N L, N O / \ <', � 221.�4 216.65 4) UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM BC=240.65 zao ao \// (/ x21 a.37 TC=241.05 / ✓ r ' ^� / .X3.8,ii 22 .50 DATA OBTAINED BY FIELD SURVEY, PREVIOUS MAPS AND RECORDS, AND FROM / //< 2ao.1s h�// / N f / x s6\ PAROLE TESTIMONY MADE BY SCHOOL DISTRICT AND UTILITY COMPANY PERSONNEL. `% x/ / / z 7s? ,36.6 ' / / / / / / z1s.73 TENNIS ts.43 x 1so1 \ BM 1 THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH a / / 9 z3ss ! N \\ / 1/ 26 SYCAMORE /\ R,R SPIKE IN „� �y1 / C�40.45 x 240.34 239 74 r7p ,-k 3)24 OAK N 22 .91 276.59 t :.; 26"POPLE '�-•C �1 NO PIPES MSABLE SUMP= 209.5 215.38 Z''-srO TC=240.85 �// / 2393' N �3�21 , (p r`'•. / �\ X2'i5.43 -_..EV:=2T%.9T WATER I x s L\ ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND / i ti x ` I / 2<"24ax' w METER / N C=240.3�1 F. - V " •x _ .._,.239.13 :%s / / %� 22, .82 / 1 \\/ 216.43 16.80 \�' P E 215:B5 �_ 217 51 UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES Tc=zao74 =,Buses r .,: 0 P COURTSGPI 27ss2 / w N" y:... ,1, / 23 70 �,,. ,.6U5f,{rr,. / /''' 2 2 08 1 ,x2is.72 ::: PRIOR TO ANY CONSTRUCTION. a 40 / BC=240.15 / x; / / ,., / \\ 222.o1x %k'z1s. s � Y I 244.74 / x / B( / TC. / W\ N / h wv / WV ®242. 242.69' h / 245.61xBC 243.20 � 3• TC 243.60 rO I BC=243.25 3 TC=243.75 246.47 x x 244M 7 EMH 7.49 / / 3 P /ry C=244.52 245.02 / BC=245.38 244.87 TC=245.78 E' & � 24 BC=246.5 `2y17.16 / 4r�t , IPI- f Z' TC=246.94 BC=246.07 244.- 246.89x BC=246. 3 TC--2*6:47 YY ( TC=246.73 244.�t BC=2�F7.22 8,"PINE -� TC=247.6� (D: BC- 47.18 r }L5.49 =247 58 \p ® �� x 246 9 246.40 247.71 247 47.03 `V46.13 c�.I 24B C=247.54 .�}.. 8"PINE I( TC=247.94 248,60 / BC=247.25 �' 'J B;PI E -,(4. TC=247.75 ' B"CHERRX-248.02 >\� 8' PINE O_>r 10 TC=2419-224 250.25 It C=248.1 2 8"Pity :, 247.71 3 ��d 50 -,'10"OAK .. 48.77 l /-10"PINE 12,19.64A BC=249.4 / TC=249.8 12 240.2 ?SS TC=240�5//� r`39.05`P� / / 32"OAK / / / / / 222.�>i 222.99 \\ 275.77 t3 275.E POP 4"OAK i ti V o a' . x, 28r96 ��� �/ /,2 rS•. 'S/ / v" _._ 28 MAPLE / / :'' 76.42 "" MH /276.64 23 x-. " i rx / / \\ 215.42 LE. d0. 217.3 .:':1,4 BC=212.93 6" ...... 216.32 ,6 -�{0"OAK {j / C\\ Jy / z'- - 23716 238.33 74 2t38.21 / / / ,t' \\ < x 216.59 rL� "' 217.3 8`�,�/ _` O �1 BC=240. 7 ROC WALLe'. ,x'216.19 / ' '^ TMH - 237.17 / / / / / 241.5 RIM- � i J •x 24.6.34 X'21 .77 .,.irk.:..� TC=240.97 *, ..�- / \P 'F `. p / 2'17.' B� 240.31 4 ..45 240.7 3 237�3 / 32"0AK\239 04 15 73 01 MA LE 213.14 240.80 / 42"MAPLE \ P /# 212.74 �c�237.37� ic2vta55 / / / --_ ,:K /"34"OAK �. 30' AK E22. 220.69 0 x1 / 1� .8 2.30 aN 40.3 `26"MAIJLE R"' �,. : } y x / �1 / x 218.65 N BC=240.58 \ ._� Y.t2 0.49 3 Q, 215.64 ' Ir TC=240.98 GV 23 2 238 6 �7 / / / ' a / \ 16.55 / / ���Q x 4� 217.07-;. BC 272.75 x �� •rL L 16 / f7::I:" 212.14 240.93 / \ �'. ;,.�2 �ZTC=213.25 "352 .44 / �' / 42 SYCAMORE r/ •: ,x216.09 _ -=4"MAPL x 2338 9 X ' / / / / / / / / r X'20.59 11.97 P 217.6 ?...' 243.58 l 15 C"fv'F B=213.09 BC=211.60 / ,�IR./y / / / / / \\ 216.04 .' �2 %�` '-� 217�76.39 TC=213.59 TC=212.00 ,t, ti� C=241 0 SYCAMORE / / I - 24'MAP,LE 218.0 / �� 215.24 11. 6 / S° J / VI / 21. t \\ x 216.2h 15.88 .d / / BC=212. 41J �/ ,� cv IC 41' / 26 K %/ / F' 2 ,05 TC=212.7 . '''!:; BC=211.41 -�� BC=2 4.17 NV= TC=211.81 1,227 >" X'2'So.07 / / / �, x <,:'"' /\\ \ \ / / 274.54 \ TC=21.67 �208.9 Ce / x x21S 9S /N J� / /!, / / `• '�- -- ,�_ 34"OAK/ i.;dt:,: / is / \/ 227.84 ' x2j 9.89 \\ c�j / / / _ G x247.59 �~ 3 OAK / /� .r4.- )- \ x215.64 x' 16.22 / / X'2 8. 32"S/AMORE / / / / 2 / + 'J \�. �. ...5-1° '' X'2�3.76 / / / / / / ' ,x'2134 \II"A / 1 \ �- 24"SYCAMORE ' 37.72 i 28"MAPLE,,_, `-� •J /r ' �t0 R, = 3.85 / i32. / `� d.. / J '+ 36"i..APLE5.65 / x215. 4 BC=241.23 (/,, / `Y.,'C ""�` AAyy r. TC=241.73 '-'" / 7^r'232.73 .•�� / /`226.�u 2'"OAK ,�j222.75 / / / (` M= 230.03 ) - �7 / 'J �3o"MAPL"��." 241.16 / 5,37 / / ,.: 4"OAK ' ni, / \ / Oj 214.41 / / ® / t/ / 32"oA� :X�22�79 `l / / 217.09 15.77 / CB / / BC=215.88 �215-,.-._ CA D �-� / / / 8'MAPLE 26"MAPL\\ / _ / ' , / 4....: „' .. / \ \c� / 21 f,��21 / TC=216.38 = 8"OAK �- 215.68 % ' Q BC=215.92 ` 30"/K 28"SYC , MO E 1 / ,:.. ;:`•: v �� 9.61 ...,35 2?(8.93 �\ O��SP� 214.4 V /x 214.7 RIM 4.32 NV= �• ,,P.„' / /`.:.. : X'2 0.39 30"M LE ..:. /di ::f / \ 215.68 2.17 .K28753-•X 37.23 \, .K2N, /1.11 275. o . 552 2.57`-: i�2a9.69 x5 WM 2 / ,� 30"SYCAMORE 24'OA� / / / / f/ a - / \ 215.58 7 / / 'i .-'x 217.43 O / ..X 233. 3 / %,' / 34"OAK MORE \215.14 , 6 /ry1 �00 .:. II „ .--s 1 / c' x, 226,a`-2/ / 215.11 /-214.45 FF'D (2)� PINE / / / / J / 40' SYCA CiRF 3 39- L x239. 22"OAK 34' OAK/ x '.s / \\ 215.3 24"OAK /yp CIP.F'' 7� 3 67 / X:220`38 SS x214.82 26"OAK ``. 42 30"SYCA RE !� / x 222.73 i " •X'231.84 k6.09 TC=216,0 .� s>c CONC. BLOCK / '>K21,4.79 % BC=215.45 22 .44 / x 217.39 \\ 215.56 / ?c2 6.70 .. 'LA O N N /y \ OQ TC=271424 i / 214,9 F.F.= STORAGE BLDG. TC 2t4 24 ' =242.26 242.90 W O� 's ' 1 N \ 111 N 215.24 ' . " 215.52 �4' =242.7 4r d t cWo N N./� ' /4.,.5' �O N N / / / \ 275. 2 " "215. 214.85 /'�' N N �37�47i / a' c,G� 21 98 154 '`0"x2 .88 G k 216.39 242.8128°SYCQMQRE / 232.65 I ' / p N N i I ' ' / / / / x �? \\ 1 6 '2J 5..j b„/ 30"SYCAMORE �� \ •2': SYCA ORE{(236.3gg N N 0"1 2 "OAK > G' Q yYF 242.87 `r"'k'� N N ca N ,s•;`vs 1 - / O \ G �iw;�,•- w o 4 SYCAMORE / 215.62 r CB a '`\• J I �,_ /N .' 238.67 `, X'"i 236.63 ( y' @4'2••7.44 - -_ - -_ -_ - ' .. : 236.7 N N 6"OAK '` .-a'^i^:. f._ 1 - INV1 .57 214.86 %X'2�7.4.8 G dt.:; r\\\\ 242.99. "?'; .__. q N t+' ,, l<:' 72"RCP =211.9 43.09 11.-,::; %'.._.` W ' ' '',(;",,, �`/ _:=. ?P249.44` / x 240 63 24'ISYCAMQR� t 23 .43 M -Y' ,•' 12'8.58..., JI \ a // E 1 ' \ I / r 215. t \ 3'OAK 28 OP. E 214.14 237. 2 BUS N .:r\\ 225.97 N N 1 26"OAK / \Va'`L.' / x \. r,.. ' NIF O �38.15 / �`` 234.01 �' "' 214.4 213.64 ,,(o\ _ 24 5 N %=`2�1�f3.19 RIM=O`x 3 `,"3S'29,4. 8C=2 LANDS / x0' 236.91 �, • �p �.: \ 213.89 212.99 .,� 43.46 N '\._... `I_...,, >-� �..,_t`` / ' .::. / 214. -� , C 21 .43 x ry 237.3, "' "Rf- ..,__.� 76:'OA .% 227. ><f / N N 82 \ Vs•x?.�214. 4.28 2,4 `f UNION FREE SCHOOL DISTRICT NO. 5 I �''"orb C ,;,, � / 26.48 .� Oy _ z I I 40"SYCAMORE v ( ;?e'�14.76 0.W tI., H \E::x_:2 1.33 _,^T,�: m / 3"OAK' 21 2 C=213.16 215.00 W CgPP C� �• 237.2 O :r:;: ' 226.87 ' 214.32 TC=213.66 r LIBER 6994 PAGE 658 43�7 ^124 .71 4 PV rv�' 36 1 t 236.0 DHW ` ? a4249.86 tv 1 3::A K , 1 x x x 215.49 r414.64 \\ '' 42.7 =24 RIM_ ?.F,� 234.18 �'`-� ,l r 221.72� ,' :;t.:.S 3"OAK `.11 \ 4.05 I SEC. 1 BLOCK 6 LOT 2A-2 240 97 I E \\ /�/0 23 .?7� F.F.= K'OOD ; x,226.64 ��? E/ ck;K 232.15 (2)AK ,,,}}}��� 238.89 OHW '�. 3"oAK / 2 �S` 230.63� \� r;,,� I / x 216.72 / `�z%zt 4.22 W 3"OAK„ \\ BCt272.99": 24 .47x; .'ti-.L V� 8.34 \, / 228. 5 WV "`�. \` '' :rF2 5.94 EMH '�° -a ?c 13.8Z\ TC=213. p r7 ' 237.31 `/1/ F.F.= 27.39 ` , ty I 214.24 d, WOOD A. 31.6 F.F.= MTR\ ..',.<.- (/,D 4 I ��� � / N 23 .48 &• / 238.93 230.99 GVOQ227.09 `t U ° (lll '� x 217.68 r 3" AK \ 42"SYCAMORE �O A,C3 9....1'>"'" 227.7 x225.85 h' N AI' I I 3"OAK sx 214.12 ,'; 0 [3 B \ :: ;r 221.98 6 /\� - 3.84 \ /� // 2 "OAK 9 1 LOG,/�%� F.F.= 227.00 .�.4.. -_,\�3 222 41 I \x2�334§� / \ l ..i % r 236.61 B 227.36 -'� r >y2(6.83 OAK _ ( / `D 227.67 �A, K 212.25 226.90 .:OA `�z13.78 3�k 213.45 \� - x , 212.71 A 227,35 26" AK ,....,. 214.62 73.51 2 % x 21353l+ ='r,'215.52 38"SY AMORE xF- \ `BC=211.61 / 2732.27 222.71 p `... <-�• �; "OAK 4' �'213.79 2\3 TC�-/�2�12,7 .14� DMH / / ��' 227.69 �21.84 M I I CIRF' ''..,: E�, / 2t .85 / / 701: MH / Ox 23$13.90 216.1 x 211.35 x LOCKED J x232.76 / x228.6 I ( ' �Hkr �, \ , 20 7RIM=C 234.06 �, 92 272.0 l 217.43 ' 271.01 1 213.73 2 \ x 224.40 x 220.74 216.97 r 216.56 214.78 ___Q_ 1 21^1.00 CB 211.67\ \ ` \ �\�• tE x I I C=211.03 LANDS N/F x 20.11 / J ' �' 213.31 BTC=212.23 BTC=211.33 10.97 \\ \ UNION FREE SCHOOL DISTRICT NO. 5 x LIBER 6994 PAGE 658 217.14 x215.26 BG-212.04 x eC_211 1 INv=1 SEC. 1 BLOCK 6 LOT ZA-2 oy x273.81 BC=212.99� BC=212.42 TC- 1 2 RCP 54 211.53 BC 210.24 Ce R 9.8' 215 iO3 \\ /v TC=213.29 TC=212.92 - - - J CIP \ x \T j=210.74 6C=21 .52 213.39 \ TC=210.52 BC=209.67 41' N. TC=210.17 \ x 212.64 BAR SCALE 30 0 15 30 60 1 inch = 30 ft. DWG, NAME = RYEBRKPRK,DWG 211.45 BOUNDARY & TOPOGRAPHIC SURVEY HARKNESS PARK TOWN OF RYE, WESTCHESTER COUNTY, STATE OF NEW YORK PREPARED FOR HMH SITE & SPORTS DESIGN T.P.N. - 1-6-2A-3 Project No. - 05.04 Scale - 1"=30 feet Sheet 1 of 1 Survey Date - 4/13/09 Map Date - 4/14/09 Print Date - _ _--- Checked B y - RTB Revisions Survey Prepared By: BOLTON LAND SURVEYING, P.C. P.O. Box 184 - Richland, NY 13144 TEL(315)298-5210 FAX:298-6787 :u.d?ior _mod a: atlas: ere .;Rion to a vc :m'v : mp b..ei-q :a Ad.tko, ci:c• ;o 726e, ,ui:-div;eto•, 2. of'the . t 'cr4: .4• 2 u<atior.'l:>vi". `Or:l}• <oales :ram th, a ic_ir : cf Ws s•-w_y mvk<d •i';::a,: a iair•u�ef the lanr. : •:•°y.^.r � e,^:hn:s°G �e ,i shy: ha <o::x:dear. tr. F.a •n., .. ::� cr.� :rv.' :­ pce(ed h-"q :sift• iha, red z I:, , ociicu iui is knc a:rvzw: c_o,,:uti �, :a F;ox �'f✓k Sc ...ss_,. ...c,.: ,f p'n-• siirg cedes r y ti r :ei t.e. :• :( ,nynrs, u:d .^.eriiiicat:rs zF.oli r.:r. eniy t- P­­ntram Lho a::.vey ?esv or+ d � and cr: t:^.4N bei,a:.` to @:a Min EsC.mr.ur;q Bo'w ' : Wn ucn.^.ny n: ' of ..,:Elrg iiiuifcr: !istad i rcce asd tt:e a s!r,:,,::a the : _..:Host.• . .:: :a�tL;n..,re ..... suss ...,.,^rr.: rratds ir...si:ic,..a i:gat:,..,.,,..e .:r �••h<:;o,:,.:a mr.::r.::,:• "-.. • .:uFon °i u %ry.nix:d ; •-...en to u. „sn _uchr•c::1 s, if eny esi=t ...c :•haa.. ,s :u a:u.�,.,... .. ... F.erecn: a... nut c rcy ou'rri� I. iot -E., uad (h: smz .. illty i. iL ! sed h; =rti°r ..0 ray "If e-it' 'ROBERT T. 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E - . - r 1p-- I ~ ra j / LL LL _ LL - E ; E I -- E �1" 4 / / / / % _ .- --- - --- - __228 E - / / Zr / \� / _ ANT / I 1 \ G G 0- / 0- - / "-/ \ /' Z _.-_ 223-` __II ` \ 1 I \ i; //! I \ 11 O,?i II _ _ II % - - _- A - - - s u Y\W i / / �' ' / ��p -- -- --- -- --- -- 2 I � i / ��' ; / I / /, / tt�� i ❑ _ _ --. 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'S' •,C S,^f •`f`:,{ ` .'r^I," ' " `I y ,J 'i"c+L .,',h." i f.t--., , t , 'tRi'1 �.icA�i`, f' J.,i,' •i., ^..t.,tr t i' �'pf_�,�_I_i_k__."�K_1_ i // ", 215.57 !YFOUN-�AIN .14 / 1xzy / ' -__- __// // 1216.15 si w w w w w w w w w ' 1� / - 11 204'-0" 1 i .' %? % O i i i j' 7A2 SILT �/5 ' 6" 4' GATE / ' *480 LF REQUIRED ,\ ,/ I I f i / - - - ---- /• / ;' �- CONTRACTOR TO TRANSITION GRADE FROM ` �` ` i `LL , � , _ - I, / ' NEW COURT ELEVATION & EXISTING PAVEMENT ` / 11 W / » a ' / BY WATER FOUNTAIN W/ ASPHALT. -OVERLAY a I 11 4 ' 215 -0 / ` ,/-....._ .r 1 /I � ; I I , _ - ti LL % ry /, LL LL . . � � '''41 / / \`\/' i t ! / / JI l ! j/ \\ � ..� i / �� / \\ _- `% i /l C? 1 - - "11\\ ✓ 5 r_ ,r gS /J _ _ `\ s" i /' E �W % �--- ,E r / \__� r' E E \ 11 \\ �7 , % \� p 41,12 � E \ i' i 1 f F ly \.�--- E -- --- �- E -- E \_ -- _ 1 E I 11 \ I 7 G '/ \\ _ j : ?1 \\ ! l f", \ I `J %, e fW \ 64 I / \ 0\\ 0\\ os � i \ \ ` / \\ //' p \\ 1 \\ / \ oy _ --213--- ---- / �_,�< / J TENNIS COURT SITE PLAN ,1�1` °\\ e, II \ ' 217.01 e e �_ _...._ 217.34 e 11 i , , 216.21 216,76 E i E i E I \.\ ,_2j,`\ '278`/, `' - ' `-__ _ \ I; ( %' / \ / \ \ n��, V \/-21 ..,.- I 12 i \c . / \�� °yt- i i;' - .__ `_270 = - ' . 1. UNLESS NOTED OTHERWISE, ALL WORK SHOWN ON THIS DRAWING IS INCLUDED IN THE SITE WORK CONTRACT. 2. ALL SITE PLANS WERE PREPARED USING SURVEY INFORMATION OBTAINED FROM BOLTON LAND SURVEYING, P.C., DATED 09 08 06 AND TITLED 'TOPOGRAPHIC SURVEY OF PINE RIDGE PARK". ALL SURVEY DATA USED TO PREPARE THE SITE PLANS HAVE BEEN PROVIDED IN THIS SET FOR EROSION AND SEDIMENT CONTROL REFERENCE. SURVEY INTERPRETATIONS MADE BY THE CONTRACTOR ARE NOT THE RESPONSIBILITY OF THE OWNER, OR HUGHES ASSOCIATES, PLLC. CONTRACTOR SHALL NOTIFY 1. UNLESS NOTED OTHERWISE, ALL WORK SHOWN ON THIS LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWING IS INCLUDED IN THE SITE WORK CONTRACT. SURVEY AND EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 2. IMPLEMENT PROPER EROSION AND SEDIMENT CONTROL PRACTICES PRIOR TO THE START OF ANY CONSTRUCTION 3. CONTRACT LIMIT LINE IS FIFTEEN FEET OUTSIDE THE LIMITS AS INDICATED IN THE NEW YORK STANDARDS FOR EROSION OF DISTURBANCE. AND SEDIMENT CONTROL AVAILABLE THROUGH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING CONSERVATION. UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED IN THE SEQUENCE LISTED BELOW AND 5, CONTRACTOR WILL INSTALL, AND IS RESPONSIBLE FOR MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION MAINTAINING, TEMPORARY CONSTRUCTION PROTECTIVE FENCING PROCESS. AROUND ENTIRE PERIMETER OF WORK AREA. REFER TO PROJECT SECTION 01500 - CONSTRUCTION CONTROLS AND 4. ALL IN PLACE EROSION AND SEDIMENT CONTROL MAINTENANCE. PRACTICES WILL NEED TO BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUN-OFF PRODUCING RAINFALL 6, STANDARD FOUR COAT COLOR SYSTEM TO BE INSTALLED AS EVENT THAT OCCURS DURING THE CONSTRUCTION PART OF THE BASE BID. MINIMUM FIVE COAT, RESILIENT PROCESS. ANY NEEDED REPAIRS WILL BE MADE PRIOR TO SURFACED TENNIS SYSTEM SHALL BE INSTALLED IN ADDITION THE START OF CONSTRUCTION ACTIVITIES. TO THE BASE BID COLOR SYSTEM AS PART OF ALTERNATE #1 SEQUEN NG AND MAINTENANCE REFER TO PROJECT MANUAL SECTION 02791 - TENNIS COURT PAVING &ACCESSORIES FOR ADDITIONAL INFORMATION. 1. INSTALL A TEMPORARY GRAVEL CONSTRUCTION ENTRY EXIT / DRIVE. ENTRY/EXIT DRIVE WILL BE CONSTRUCTED OF 7. CONTRACTOR TO REMOVE EXISTING BELGIAN BLOCK CURBING 2"-3" WASHED STONE WITH A MINIMUM DEPTH OF 6" AT ENTIRE PERIMETER OF EXISTING TENNIS COURTS AND OVER FILTER FABRIC. ENTRY/EXIT DRIVE WILL BE A TURN OVER TO OWNER. MINIMUM LENGTH OF 50' AND WILL HAVE A MINIMUM WIDTH OF 15' THAT FLARES TO 25' INTERSECTING WITH 8. CONTRACTOR TO REMOVE FOUR SETS OF EXISTING POSTS THE EXISTING ROAD. ENTRY/EXIT DRIVE SHALL BE SLOPED AND FOUR EXISTING NETS AND TURN OVER TO OWNER. AWAY FROM THE EXISTING ROADWAY AT 2%. IMMEDIATLEY REMOVE ANY DEBRIS FROM EXISTING ROADWAY AS A CONTRACTOR TO INSTALL SCREENED TOPSOIL AT ALL TENNIS RESULT OF CONSTRUCTION TRAFFIC. 9• COURT PAVEMENT EDGES TO CREATE FLUSH CONDITION W/ NEW ASPHALT ELEVATION. GRADE OF TOPSOIL TO BE MAX 5:1 2, INSTALL TEMPORARY TREE PRESERVATION AND PROTECTION SLOPE. AROUND ALL NEW AND EXISTING TREES THAT WILL REMAIN WITHIN THE LIMITS OF DISTURBANCE DURING CONSTRUCTION. TREE PROTECTION WILL BE A MINIMUM II/L2 DROP INLET #3 HEIGHT OF 2' AT 8' CENTERS. ALL STAKES DRIVEN A REMOVE EXG. DROP INLET & MINIMUM OR 12" INTO GROUND. SEDIMENT FABRIC MAY BE INSTALL NEW STRUCTURE USED TO CONSTRUCT THE FENCE. CONSTRUCT THE FENCE RIM ELEV.=215.91 NEW 8" POROUS UD INV. IN=213.80 AT THE DRIP LINE OF EACH TREE. IN AREAS WHERE EXG. 12 INV. OUT=213.80 MULTIPLE TREES ARE IN CLOSE PROXIMITY, INSTALL PROTECTIVE FENCE AROUND THE ENTIRE DRIP LINE OF THE GROUP OF TREES. 9A2 ROCCXK BAGS TYPICAL OF THREE 3. INSTALL TEMPORARY DROP INLET PROTECTION AT ALL EXISTING AND NEW DRAINAGE STRUCTURES WITHIN THE -EXG. 12" STORM PIPE LIMIT OF DISTURBANCE AS WELL AS ALL DRAINAGE TO REMAIN. STRUCTURES THAT WILL RECEIVE RUN OFF FROM THE AREA OF DISTURBANCE DURING THE CONSTRUCTION 3/L2 T AS144ALTPA PROCESS. TEMPORARY INLET PROTECTION WILL BE CONSTRUCTED OF ROCK BARRIER BAGS THAT ENCOMPASS THE ENTIRE DRAINAGE STRUCTURE INLET. STACK ROCK BARRIER BAGS A MINIMUM OF TWO COURSES HIGH. n TENNN COLIRT CKAIN LINK FENaNG SEDIMENT WILLNEED TO BE CLEANED AWAY FROM OUTSIDE 12 T. BLACK PVC COATED FENCING H EDGED OF BARRIER WHEN IT REACHES 6 IN HEIGHT. ® ENTIRE PERIMETER OF TENNIS COURTS 4. INSTALL SEDIMENT FENCE AT THE PERIMETER OF ALL RT POST AND MW ANCHOR DISTURBED AREAS THAT WILL RECEIVE RUN OFF DURING TYPICAL OF FOUR SETS 1 STORM EVENTS. SEDIMENT FENCE POSTS WILL BE 4 HIGH X 4"SQ. PINE. FENCE WILL BE A MINIMUM OF 1'-6" IN HEIGHT WITH POSTS AT 81 CENTERS. DRIVE EACH POST A 03112 T TPA 8c WEST MINIMUM OF 24" INTO THE GROUND. INSTALL SEDIMENT FABRIC ONTHE UPSLOPE OF THE POSTS AND BURY A MINIMUM OF 8"IN GROUND TO PREVENT UNDERCUTTING. WHERE JOINTS ARE NECESSARY, OVERLAP EACH FABRIC SECTION TO THE NEXT POST. SEDIMENT FABRIC WILL BE NYLON, f 1 0 POLYESTER PROPYLENE R ETHYLENE YARN WITH A MINIMUM WEIGHTOF 50LB/ LINEAL INCH AND HAVE A AVEMENT THROUGH PULVERIZE EXISTING ASPHALTPAVEMENT FLOW RATE OF AT LEAST 0.3GAL. FT2 MINUTE. SEDIMENT OF A MINIMUM OF THE TOP EIGHT INCHESREMOVED WILL NEED TO BE FROM FENCE WHEN IT ASPHALT PAVEMENT AND BASE. REFER TO A a EIGHT. REACHES 6 IN H PR OJECT MANUAL SECTION 02748- ASPHALT PULVERIZATION FOR ADDITIONAL INFORMATION. 5. UPON THE START 0 CONSTRUCTION/ ALL AREAS OF F EXPOSED DISTURBANCE THAT WILL BELEFT UNDISTURBED FOR MORE THAN THIRTY DAYS BUT ARE SCHEDULED TO 1 T T ADDITIONAL WORK WILL NEED TO RECEIVE RECEIVE ADDIT A 1 S COURTS TYPICAL OF FOUR TENNIS TEMPORARY SEEDING. AL L TEMPORARY SEEDING WILL BE DONE AS DESCRIBED IN THE NEW YORK STANDARDS FOR EROSION ANDSEDIMENT CONTROL BASED ON THE TIME OF YEAR THE SEEDING WILL OCCUR. ALL AREAS OF EXPOSED DISTURBANCE THAT ARE NOT SCHEDULED FOR FURTHER AND DISPOSE OF ENTIRE EXG. REMOVE A CONSTRUCTION ACTIVITIES WILL NEED TO BE PERMANENTLY CHAIN LINK FENCE. REPLACE AS SHOWN. SEEDED AS DESCRIBED IN SPECIFICATION SECTION 029 20-LAWNS AND GRASSES. 6, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE REMOVED UPON OWNER APPROVAL. CONTRACTOR TO TRANSITION GRADE FROM NEW COURT ELEVATION & EXISTING PAVEMENT BY WATER FOUNTAIN W/ ASPHALT OVERLAY VILLAGE OF RYE BROOK 1.111 .11 VILLAGE �: ;•� • RECREATION •,• DEPARTMENT •,• RYE BROOK, NEW R i ftwoft HARKNESS PARK TENNIS COURT I IMPROVEMENTS -site & sport.-s-I - 1 77 LO" - �,t o _'1 $_ r: 1 - • 1_*1. . 0 J'1- " II - SITE PLAN hvim* ae..r# 20 10 0 5 10 15 20(S I 1 09=002 1 Ll Scale: 1"=21Y-0" I rj.1`� r` ~11rA�� �i�r� fl�FrRFr::llr •1�A�� •.sWll�4r. ♦►1iIrA� •.fM r.r..r�;;..`.rt,`r:�>r'.r r� r�M1� ♦ r .R .: . / *, r{ •M I r . .* r■ i1 Mr �1++'C♦1.•�'l+ .r'1/i{,► •1.. �',1..r • ++ irm ri?r*�'*ir" irY'Ri �a r•T..•��:`=*w++►wX=��YrTEMM. %WrM M r-�w-�-�-�r- ►�•�r� ��• M - -f -va •it# NOTES: 1. INSTALL PROTECTIVE FENCING PRIOR TO CONSTRUCTION AND MAINTAIN THROUGHOUT CONSTRUCTION. 2. REMOVE FENCING UPON COMPLETION OF CONSTRUCTION. 3. PROTECTIVE FENCING SHALL BE IN INSTALLED AT EVERY TREE WITHIN CONTRACT LIMIT LINE AS INDICATED ON PLAN. 4. IF TWO OR MORE TREES ARE CLOSE ENOUGH THAT PROTECTIVE FENCE WILL OVERLAP, INSTALL FENCING AROUND ENTIRE PERIMETER OF TREE CLUMP. 5. NO GRUBBING SHALL TAKE PLACE WITHIN THE DRIP LINE OF TREE. (3) 1"x4" RAILS AT 12"O.C. MAX. FOR THE ENTIRE PERIMETER. SECURE TO POSTS WITH GALV. SCREWS OR NAILS. � N � Lo DRIVE POSTS A MIN. OF 3' INTO GROUND.- 0 i� .�. WIRE MAX. TIES 18"O.C. 4" FROM POST CAP 4" O.D. CORNER, PULL, & END POSTS. TOP &BOTTOM- TYP 8'0.C. TYP • • if�la-• i . . ft• •tiff �f �i.tiff • - � aff�•fffif♦i~ ♦ f f liiflflf • •ff •f♦fff • 1 f♦!!!r .• O f f •.t.♦ f fftr III. ♦Qftffilfif♦f�`!• Rllffffffif�.�3 riiLf♦ •ff ♦'� ♦.lfff♦'fi♦if t ♦f••f f ii f..t. f ♦ -♦f•tf ♦ii f. f . i. fJf lft•f♦f♦. ♦•♦i ♦.fr.♦.f.♦!♦!f ♦♦t • II fffff.f ♦yf •-♦•f• ftf • A , fft♦♦•i ♦if yyflNlff i!♦!t•t♦ii♦.ff' !•f♦f sr••f.•f i Hf.frlii♦rrrr••♦f.•. ♦♦ ♦ff••f f rfF♦♦ ii♦i•i A • . • !! f«♦�i�♦fs♦s'ifi"t♦♦tft t ♦ ♦ iiflflf lrff ffi iiirsri♦ifr�+fff ♦ ♦♦rf i♦t•1f♦•♦f♦iftli it♦lfff♦♦ f •ti♦ ♦. ♦f♦♦f f♦♦•fs♦♦♦♦••f♦1f♦ ft f.♦♦••f it •1f♦!!Tf .f fffi•i♦if i/f• A - COMPACTED BACKFILL FROM TRENCH EXCAVATION. Scale: N.T.S. DRIP LINE 12" FOR EACH INCH OF TRUNK DIAMETER, OR J" TREE HEIGHT, WHICHEVER IS LARGER. SILT FENCE 12" FOR EACH INCH OF TRUNK DIAMETER, OR J" TREE HEIGHT, WHICHEVER IS LARGER. ................ ............... ............... ................ ................ ................ ................ .. ................ ................ .........•...... ................... IN LIEU OF RAILS CONTRACTOR MAY INSTALL ORANGE SAFETY FENCING AT ENTIRE PERIMETER. ATTACH FENCE TO POSTS WITH GALV. SCREWS OR NAILS. TYPICAL. ____�_ 2"x4" POSTS AT 6' O.C. MAX. AS REQUIRED TO ENCIRCLE ENTIRE TREE. Scale: 1/2"=V-0" LINE POSTS 3.5"O.D. PIPE. 8'O.C. TYP — SEE PLAN FINISH GRADE RAIL END TYP TOP RAIL F1.66"O.D. PIPE ?C Q m ;r SINGLE LEAF SWING GATES. SEE SPEC. SECTION 02821 FOR POST, FRAMEWORK, AND HARDWARE INFO. mk6c nni IDr rni no r'nATInIC Scale: 1/4"=V-0" TENNIS COURT COLOR COATING 1 1 /2" TOP COURSE 2" BINDER COURSE EDGE OF EXG COURTS —, N if Scale: 1"=1'-O" TENNIS COURT CHAIN LINK FENCE. SEE DETAIL 2/L2 NEW FINISH GRADE AT LAWN AREAS TO BE -q FLUSH W/ NEW ASPHALT I PAVEMENT ELEVATION-7 \'�►\� \\\\'"\\\\\\\\\\\"\ \\\\' � i -, , �`;�_. •• _:�..��t--�•Z r may, �� .• Iy'/r lr ifY� MINOR F�►: Omni--- - - - ... I� I-� (I -I I I I 11'� f I( A' • e a' 6®A I I � -I�-7 I L..__..I i �� COMPACTED SUBGRADE 8" NEW TYPE 2 FILL PULVERIZED ASPHALT PAVEMENT TO MIN 8" DEPTH. REFER TO PROJECT MANUAL SECTION 02748 FOR ADDITIONAL INFORMATION. TENNIS COURT ASPHALT PAVING (NORTH I) HEAVY-DUTY CAST IRON FRAME AND COVER Scale: 1/2"=1'-O" TENNIS COURT CHAIN LINK rr.l.-.r r.rr r•rTw 11 n /1 n Scale: 1"=1'-0" CONC. SHIM AS REQ'D. SEE SITE PLAN FOR SPECIFIC INVERT ELEVATIONS & PIPE DIAMETERS. 6" MIN. STRUCTURE BEDDING COMPACTED SUBGRADE Scale: N.T.S. NEW FINISH GRADE AT LAWN AREAS TO BE FLUSH \AI / .—AI Ar+1•'111 Al T P•1 A\/r\ArAIT 1-1 r\/A TI/'1A1 PULVERIZED ASPHALT PAVEMENT TO MIN 8" DEPTH. REFER TO PROJECT COMPACTED MANUAL SECTION 02748 FOR SUBGRADE ADDITIONAL INFORMATION. TENNIS RT ASPHALT P (EAST AND WEST S Scale: 1/2"=1'-O" TENNIS COURT PAVING AND BASE. SEE DETAIL 3/1_2 r r � n r w w I • i�• � f lip R,n I„Ir/�l�i ; 1 ;••� � • �:' ' /R iwT inif„1 Ij •�^• ♦ •�� � ». A. w r r w: w r w w 1l:1 I 1. 11!"'�AI �`� �. • r�{ ^"!Ili if .II=11 ;11 1F-11 I If.-�I i•Rm "w• .• 11=,11_-,il- slllt=1.Ilr-j .• ;•.:, ._.�, ".� •»IIr1 - _ • =11::I ,, \/.../ Il�ll w w• " r• ' II. III • • .Il;�•-,1....'ll�l II=11� II II=1► .III I."1L'- 11.-11-.{L-1L=11=° 1=1t=11--1 =11 Il \ ,=, .. 11=11 •-• y'"; -r� _ •: sE • '=11=11= • • . 11 Ir �w •� � •r'r1 11�1. - y • II 1111 �w�� � •r� II ��� • � � • • � • • II '►,� �'�•-• � •wit IT • • : II 1111 I I� • i• •• r ��1�►..-4! � r���.� � � II�. • . • • • y • Ii II •w •w l��F'�/w •w�,i,fi •r •w RR •,r, �I�I ' •' • • ilgllii�=11"1L'""11�=�"']1=1�IL"'��11�111�1] 11-=ii=11 fl.-11=�1=fl= II .11=11=11=�1(=11 . • • y , : . , .... •.rb ,: . I. •. .. ROCK BARRIER BAGS CAN BE SINGLE OR DOUBLE LAYERS. AREA DRAIN OPENING BEYOND SHOWN DASHED. FINISH GRADE PLACE ROCK BARRII BAGS SUCH THATIN GAPS ARE EVIDENT. DRAT" w EXISTING AD, FINISH GRADE cD N 1" ROCKS CON" IN PERVIOUS Bi BAGS OR SYNT NET BAGS. 3W APPROXIMATEL` BY 12"WIDE BY ., UNDISTURBED SOIL DRAINAGE FILL UNDERDRAIN PIPE W/ DRAINAGE SOCK Scale: N.T.S. TENNIS COURT CHAIN LINK FENCE. SEE DETAIL 2/1_2 UNLESS OTHERWISE NOTED ON PLANS. NEW FINISH GRAD AT LAWN AREAS A. _ _ TO BE FLUSH W/ NEW ASPHALT n III=III PAVEMENT ELEV. o• .Q A e ' 4< A tl . A ' 1' "• 12"0 CONCRETE FOOTING. TYPICAL EACH FENCE POST. Scale: 1"=1'-O" AREA DRAIN Scale: 1/2"=1'-O" • • • E 1 = 1 : I • F, 1 1 • '