Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
07020014 Westmont Open Space Calculation Map dated 1/19/2007
THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 7965 EAST 106TH STREET FISHERS, INDIANA 46038 PHONE: (317) 849 -5935 THIS INSTRUMENT PREPARED FOR: PLATINUM PROPERTIES L.L.C. 9757 WESTPOINT DRIVE SUITE 600 INDIANAPOLIS, INDIANA 46256 CONTACT: KEN BRASSEUR PHONE: (317) 863 -2056 1 lolIT' 14,225 sq.ft. co 1�• � I 0 0 _I EXISTING / LAKE s89.54'19 "w � 2.01' J/ ------ rn \ ------ - - - - - -- - - - - -- - -- \� - - -- -- -- - - - - -- --- - -_ 8938 E 116.48' SECTION ` SECTION I CRAIN E EAS NT IN AVOR 8 RD OF OMMISS ERS 0 AMILT COUN , INDIA INS No. 3 -264 OPEN SPACE TABLE SITE ACREAGE 115.824 ZONE DISTRICT PUD OPEN SPACE PROVIDED (OSP)* 39.162 Acf 33.81 CONSERVANCY LOT N/A AGRICULTURAL OPEN SPACE N A PONDS (TOTAL MEASURED PERIMETER ) 4166 In.ft. (TOTAL MEASURED ACCESSIBLE PERIMETER) 4166 In.ft. - --r 20' D. &U.E. 20' D. &U.E. tK' - ,- 14. 2' 115.00' 115.00' 115.00' 115.00' 140.00' ^� 123.77 1. 3 .55 108 75 -- — — — — — <i _ -- -- J o D Imi w 120.32' 33.89'9.13' 77.07' 20' 4. D &U.E. 2 o �) �, Z — V HISKERY DRIVE 589.38'41 "W 828.58' _ °- 6 .82 C -11 N 86'10' - 10 / 0 1 2 0 lo) z 168.76 - -- 06 W - -- - -- - -- -- X60• co c < 19,737 sq.ft. o - -- - - - -- -- - -- - I O * o 262 ISK� S89'38'41 'W w Cn \/ ^ `O D ml-' -I i 2 E) EY i 4e. ee' ►•' * g. 3' C -10 171.58 - S6. 3� .25 v o I 6 II 20 D.U. &S.S`E. — — — — 20' D.U.&S.S.E. A �` -- - - -- - -- -- - — — — — D-U. &S.S.E. 2 15.1 ,•F. 25 B.L. 25 B.L. �{ of� 1 9 12.79 102.0 9.52 ,�� N89'38 41 E I I Un 0 P5, I - I N ° 25 B.L. `—' --� — — ____ — 20 D.U. &S S.E. 13) �. �� * 49.26' 185.53' 01 CA 4 ,x I I °. �. o �, o �, o oo 00 c Cn N N 25 B.L. o N 81 0 ; 82 o N 83 o r.� 84 { 85 ( 00 ° { 65 _{ { � { I 9 ( I 16 800 sq.ft. °o 16,800 sq.ft. °0 16,800 sq.ft 0° 16,800 sq.ft. 20,714 sq.ft. N° oo �� 20,309 sq.ft. 0 � cn 00 Cn � m � �s N co co co co �; o o I (� i� m rn o _ •� �; - I _ I 1 I �, 10. I . I I 66 ° N ° •I 01 �_ 11 IN1 0 r�i rri m � Jul o I — 'T' 19 251 sq.ft. t. � _ 07 N ° Z I w 67 0 68 ° 0 N i- 69 0 { 21,734 sq.ft. o C�J w rn cn 19 251 sq.ft. I ° {c { o { q ��,, 20,808 sq.ft. �1 ° 1 23,036 sq.ft. ,,� \ �, o ) • 15' D. E_____ — 1 m , i i I I �' _ `° cn ° cn , Ix� \ -' `''� { 00 1 ^ — — S89'38 41 W { I -i I N89'38 41 E �,, I m mI m Im ,.5� o� \ �� • o I I N ' ' .. , ., ....;. I I 160.00 b 41 _:.: 16 0 0 ." I rn 1 15, D E 30 MAINTENANCE { { �h �. \ 24. N89'38'41 "E I I r, LOT 2 BENNETT SUBDIVISION INSTR. No. 2004 -49422 ` P.C. 3, SLIDE 443 R Ross X35. Ro w Dry ti ;4 ��• cn - c0 �Ty s� Tq OF lu . A. 8,20 sq.ft. V D.U. . &L.M E. T MF .�\ , \Op l kj A,) \ I it ' }1 LOT 1 I BENNETT SUBDIVISION 0 1 INSTR. No. 2004 -49422 � P.C. 3, SLIDE 443 O N I v 1 CO M N894 41 "E 00.0 1 120.00' 120.00' 120.00' 120.00' _ 120.00' _ { 15' D. E. 15' D. E. z 0 5' L. E. z z z z I 0 0 0 0 C° 95 0� 94 0� 93 0� 92 0� 91 ON IZE 19,200 sq.ft. 00 19,200 sq.ft. 0 0 __ 19,200 sq.ft. ° 19,200 sq.ft. ° 19,200 sq.ft. ° o ° 0 0 0° q o Io 25' D.U. &S.S.E. — — — — — — — — 20' D.U. &S. S.E. - ;-- - - -- - -- - -- - -- -- , - -- � GRAPHIC SCALE 0 50 100 200 ( IN FEET ) � 1 inch = 100 ft. w X 1 G I 120.32' ACCESS EASEMENT 30' \ .. .. ~ 15 D. E. ' { I 159.74' 120.32 ~ 15.73' 114.32 84.52' •10, 6 56' 86 80 ° 70 '3 8' 4 1 3 19,200 sq.ft. 19,200 sq.ft. o I 1 I 1 21,914 sq.ft. v 10 ICD I I I I I ••• J ( I c 18,602 s .ft. R W o 15 ' D.U. &S. . 15' D.U. &S.E. — I -I 1 • I �' N89'38 41 E 15 D.U. &S.E. I °_ 3 u S89 38 41 W I— — — — I � ICn� 160.00' I I — 160.00' — z S89'38'41 "W ICE o r- I I 15' D.U. &S.E. No I r 15' ' ' C. z !T' ° o N 153.81' I 7 q f 15 D.U. &S.E. O of �, 0 Cn rw AR. D S.S.E. 87 N ND 79 (' s N I N cD 90 C II o °° 10 19,200 sq.ft. Cn o0 30' °°� -°r° 19,200 sq.ft. ° °o PO # o I 71 0 o M ao I° I i in{ 1 N) 41 °° 19,200 sq.ft. 0°0 �1 I-'I _i NI_ I 9 N I (C { { U_ o rn{ 19,906 sq.ft. ILA 00 rTt v' I (� N m 1 S89'38'41 "W N89'38'41 "E ° c o ° ( I ' 160.00' S89'38'41 "W lrn 160.00 I _ 25' B. L. ( I i —�-- — 20 D—. &U.E. 160.00 I I rn `' • 132.67' CP Cil I i ... .. ° 88 78 Sf'9'46'05 "E o PRINCE 00 19,200 sq.ft. I °° i 0 1 19,200 sq.ft. I °° "' "' rn - 177.22' GEORGE DRIVE I 72 N I I { 30' MAINTENANCE I 120.00' 1 4 2' 21,914 sq.ft. - 133.50' ACCESS EASEMENT — — — ! 20.00 — — 120.00 , — — 94.52 — — ' �'1 _ 20' D. &U.E_ S89'38'41 "W I I I N89'38'41 "E 3 15 D. E. — 15 D. E. f 25 B. L. w I i °I 160.00' Z I mss• 1 160.00' - I ° Cn I I o0 N) { o z z Oo � Cn - tv I Cn o° o° 75 _ _ o o � j 9 N o 76 C 73 ^ rn ^ R. g n� o 0 , . . 19,200 q. . , sq.ft. I 89 77 I o 24,636 sq.ft. 1I 1 27,462 sq.ft. r�I 19,253 sq.ft. / U co 20,472 sq.ft. m I • I ° I INI / do 0 25 B. L. 25' B. L. / / G% / I 20 D. &U.E. O `'�• �S , ,� 0 o `�• ,6 50.08' 106.81' 120.00' 120.00' 120.00' D. &U.E. 79.52' 1 O J �'� 9v8• I I 1 ° /^ N 89'3841 "E - - - - - qo/ h 6 O lcn o F — — — w Cn MONTROSE DRIVE / ti C- / m • o m 7 546.32' N/ J * - - -- - - - -- - -- -- - - - -- -- - m / 90 ry �o / 31 44.1 ' 22.21' 87.33' 16,800 sq.ft. 20' D.U. &S.S.E. �No° SO' - -- — 1 - - - -- - - - - -- 20 D.U. &S.S.E. -- ° R 25' B.L. N { 25' B. L. �� 7 I 1 SADDLE CREEK 6838 AI , 1 r,• 42,351 sq.ft. SECTION 2 OS" �'- o I0'_ o o o v!I o I`J` r>> oo. I 1 INSTR. No. 1996 -44061 0 Cn 0 0 ° cn ° Cn ° o U, n o moo, P.C. 1, SLIDE 729 �• 2 3 0►_� 4 oN 5° c 6 Irnl 0 1 R ° 18,000 sq.ft. ° 18,000 sq.ft. ° 18,000 sq.ft. ° cI C'` w I 25,754 sq.ft. `.° 20,998 sq.ft. �I °_ cn o uo q o ca q• p o 18,635 sq.ft. N O q ,4r f/CO I m m m m rri �I rr+ I rn ,h�„"o ^ I - - - -- -- - - ---� L30' D.U. &S.E. ____ - - - - -- - - -_ I —20' D. E. I - - - -- - - - -- — :.:........ 2 169.80 120.00 120.00 — — — — — — 130.50 — _ — ?=QQ. — — — 5 -. E. 140.75' — — — -- — , cV 89'38' "W 2,00' » N89038'41 E 480.00 x k x _ MORVICH LANE S89'38 41 W Cn _ C-4 693.32' - 4• �� - ____ o - -- - - - - -- - - -- - -- - - -- - -- - -- - - -- -- - -- — — — — - -- - -- - -- - -- - N7 6'16 CO a 1 �• �' �"'`� r " c �,`. 8 6 bV N ��Cv� h 125.00 125.00' 125.00' 125.00' 125.00' 68.32 34.35' cv — 20' D_ &U.E. — — — — — — — — — — — —20' D. &U.E. — — — — — — 20' 35 \ o oM �\ F XIST G 4Z L. B E . N to e CA Ln U) \ Z4k; (� 96 010 N l0 97 0 N 98 0 N 99 0 N 100 ►; I \ A S ,• \ _ 1 ��`'' s 20,000 sq.ft. ° 20 000 s ft. ° 20,000 sq.ft. ° 20,000 sq.ft. ° 20,000 sq.ft. SF ` I_ q' o co k`" ' q' o cfl q• o co q• o co q• 23,4820 sq.ft. 0 �� ,o ��� \ - - - -- � { m { m - , co � 3S C ,o �� .� - -- O V M m m m ' o r*i . A . \ qs ,boo \ to I I• 2,611 q.ft. \ F,y ° O R. D. E.& A. E. T o R HOC' L. E. I ( I w 70 15' D.U. &S.E. 15' D U &S.E. Tq ,� 'o ear N �•� - - -- -- -- — - - - - - -- — SI 125.00' 125.00' 125.00' S89'3 '41 "W 125.00' 125.00' 157.44' _ g F o�� F \�- A` o 125.000' �) I— 125.00' 125.00' 125.00' 125.00' 157.44' F sFM •� , — — — — — — — �. 25 D.U. &S.S.E. 1 15' D.U. &S.E. o \ -- 15' D.U. &S.E. — — — V/1, \ ` • Ln (N 1 z 1 z z Z Z `- \ - - - -- o �? _ o _ 0 0 o N c P -•i _ -- 10 7 0 0; 10 6 o N 10 5 0; 10 4 o N 10 3 N 10 2 2 C A 1 - - - -- - _ - -_ r, - - _ _ - • . A. _ - -- 1� 20,000 sq.ft. ° IC 20,000 sq.ft. ° 20,000 sq.ft. ° - 20,000 sq.ft. 20,000 sq.ft. _ 26,115 sq.ft. � 357,0 sq.f o o == - {� I { cn - _ - N AR. D . S.E. & . A.E. \ _ -- - - - - - -- rn o m ::E; 1 W m b I I 25' B. L. 25 B.L. / — LO — — — — — — — — — — —— — — — — — — — P D 2.0 D.U. &S.S.E. 20 D.U. &S.S.E. • 76.30' 24.85 Sg' °�' n rn 3 , 533 . f t. _M - - -- - -- - - -- - -- - -- - -- - -- -- -- - -- -- -- - - S $•15'13 W j I o O 7 r w sa9.38'41 "W HALMA LANE 11 •56' O 701.30' — — C -2 , �! I Z - - -- - -- -- — - -- - -- --- - -- - -- - -- - -- — — w 70 R/W , _ ••• ••• •• ••• GRAN OF A EASE NT w w w w w w w w w w w w -- w - -- v -- w -- v -- w — I W O1 0 9' •a4 � F •A• IN AVOR 0 STR INDIAN 1995 W1774 CO ANY % 24 18 323 q. f t. 40 L. GRA OF A EASE �'O� R. D. E. &L A. E. 4 B.L. OFSTR. N . 1995 w 774 CO A �� 4 40' VA D.S. L.M.A D. &U N 41 E � fL �: D. &U AF olv W v V 6w w ...� „,_ — — — — — — — — ° — — — — — — -� — — — .Y........... .,... +• 10' ASPHALT PATH oWO ry � � � ���• 10 ASPHALT PATH _ S.W. COR., E. 112, S.W. 1/4, 3' WIDE #73 STONE SHOULDER ® 6" DEPTH _� - ----~� ��, 1 � -'�� � - 3' WIDE #73 STONE SHOULDER Ca? 6" DEPTH S.E. COR., S.E. 1/4, K IQ 1, T.18N., R.3E. S.E. COR., W. 1/2, S.E. 1/4, SEC. 21, T.18N., R.3E. S89 38 41 W 480.00 SEC. 21, T.18N., R.3E. _ S89'38'41 "W 1337.65' S. LINE, S.W. 1/4, SEC. 21, T.18N., R.3E. 15' N89'38'41 "E 1810.19' S.W. COR., S.E. 1/4, 15' — S. LINE, S.E. 1/4, SEC. 21, T.18N., R.H. — PVMT. SEC. 21, T.18N., R.3E. WEST .136TH STREET PVMT. C ( Ali 4 o Z co O � 2 ° o � �, 0 n1 4Z O c, c�' C) � � o O Cij 4 �Cv Q p J z m � Q Q- O O Q 2 O O J 4 i w - Z 09Q 0 r o o� ° Z o q� 00 -00 LA V ~ \ D CD V z0of W LY 0 LL m� � w � 0 F- 0 Z C) W — F- QQ w � C) w C-) ZC) 00 Li Q > LLJ Elf [If — W 0 F U) -- O >- > Z Q jaf CIL, (nQQ OV) Z z_ °oQ �I - mor- <LZ JO 0 W Z w CC — > (nCL — L-If = w 0� D F— Of 0 (n ``````` m l I I 111 i ll, " - */ D. Ot %j s Q Q 900012 STATE OF -y •'•••.1NDIANP ...: SU Rv 1"I r 1 «<►1`` � �11 0 Cn LLJ LLJLL I- rz U THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 7965 EAST 106TH STREET FISHERS, INDIANA 46038 PHONE: (317) 849-5935 THIS INSTRUMENT PREPARED FOR: PLATINUM PROPERTIES L.L.C. 9757 WESTPOINT DRIVE SUITE 600 INDIANAPOLIS, INDIANA 46256 CONTACT: KEN BRASSEUR PHONE: (317) 863-2056 t AVE- S u40N OOP SPAC CAL U ATIOO r I �P OPEN SPACE TABLE SITE ACREAGE 115.824 ZONE DISTRICT PUD OPEN SPACE PROVIDED (OSP)* 39.162 Ac±/33.81% CONSERVANCY LOT N/A AGRICULTURAL OPEN SPACE N/A PONDS (TOTAL MEASURED PERIMETER) 4166 In.ft. (TOTAL MEASURED ACCESSIBLE PERIMETER) 4166 In.ft. N. LINE, S.W. 1/4, SEC. 21, T.18N., R.3E. N.W. COR., E. 1/2, S.W. 1/4, SEC. 21, T.18N., R.3E. I .Zy. BARREL RACER LAN ----------- /_ Pv 4 EXISTING LAKE X, ---- - - - - - - - - - - - - - - - ---- m, vV MMMOWMWM•AW W v w v w v w UP v V W V V OSSSSSSS waaaam V V a--- V o� V V V Saaama."amooSm, V *,j V V V V W V W.-Soomm000m, W W W aaa-Sawaaamom, V V mmommoaaaaaaaaaa, 15 15 c SEC. 21, T.18N., R.3E. I 24"W N. LINE, S.E. 1/4, SEC. 21, T.18N., R.3E. VMT. S89*39'54"W 748.R9' rpVM T. A N. W. C OR., S. E. 1 /4, 7 S89*40' 1345.35* rp it 0 loot 100' 1001,11111 3' WIDE #73 STONE SHOULDER @ 6ff DEPTH -V WIDE 73 STONE qHnHi DER © 6" DEPTH -.110— '1!; 10 ASPHALT PATH 10' ASPHALT PATH lot ASPHALT PATH "B" 10' ASPHALT PATH fZ� N.E. COR., W. 1/2, S.E. 1/4, — — — - — N 1034. I - 1-4 E. __ — — — — — — 9 .62' 1 91 Q, a D. U 0 D. 20 4 01 W 0 1 B. 0, �� Do B. C04 18' 8 1 24' A. 36*42' SOW •A. 0 so. 1. ft. go •. /j/ B.L. X d — b C. A. 12 V 89 W 6 . 43,07 sq.ft. z R. D E. 150.63' 3.75' CO4 0 VAR. A. E. CA 3: Sao 2' IQ ROX A, LOCAT OFT ------- **tpo a 0 a a loot 119 Ir— ilt — m - C14 > 00 0 HENL RAIN 0.4 0 0 6 a so 438 1 61 IOI 14,002 sq.ft. S 9*39'54"W 1WA_1R_D( a PROM DC ION OF cn 111-2—a 0 ------- 660 cn FERD 0 0 0 a ------ 0 HEN DRAT U) ZL_ OM T.O 0 N55*13'42"W 33.75' DRIVE ... 0 41— 4141— 40-4041 41 *4141 ... a a a ... (PROP 35' MENT 25.00 — — — — — — — - ZO -!9& P K S (PROP 3b- Dm .13.) > - CIA OP OF NK IS T DEF D) S89-54'19"W 45.09 U's 'lot Icni . . -J 130.90' tQ r- __L =4=7 87.98' 591 Rn 20 cn --I __% 25' B.L. ;u w w w f w W. 29,076 sq.ft. • 0 cp r 118 C01) co 0 - — — — — — — — — — 0 0 0 lo �3 10 870 sq.ft. M , 0 tQ S89-38'41:1 989.06 (51 IJ (0 FERDINAND DRIVE T N 5 4*164 8 E cn cn r\j i__ 0 0 0 646.1 IDS 0 "3 125 Ic:,) \x- o u) CA N) 0 _: __& -S .342.96' 00 25.00 [TI 0 (C)10,166 sq.ft. N3 LO IcIrN --+% N89'38'4 1 SO E t 9 ""m m m 0 17n nn' qq__99 CIV 3?' 126 9 !Q�i on 4r) ol Qp In' 17C) nn' 1--m nn' 0 a 0. GO 9 A-i ....... ........ 1215.40- 122 15- D. E. rq10,262 sq.ft.00 20' D.U.&S-, 207 D.U.&S.S.E. 178.02' 12,613 sq.ft. 62.90-1 .00, 127 0 25 B. L. 1 80 (D 2 5' B.L. B. L. 1001 9 1 82.)41 N 0 cf) T_ r- o 9*3 W 1 .9 0 M10,262 sq.ft. 0 0 (D LLj 0 117 Q 00 r13 . rf--j I E ;",32' 0 131 N5 0' 9,639 sq.ft. 2b 39, 1`13 130 ii:: 1_?1 6 --..0 CA C.11 c/) cp Lr) 1 0 cn 129 o ro cn o) 12,340 sq.ft. 0 Lv 19 INI 9,924 sq.ft. b 10,062 sq ft 24 '0 26 sq.ft. 8. --:9,600 sq.ft.' 47 0 0 C', m T_ c 0 0 17,645 sq.ft. 21 22 23 p N . I -.,\ 21,2 Ln V_ 15'. D.U. &S C 00 rTi . 0 0 C) 21,446 sq.ft. 10 S89'54 '19 IS W -io, m m 20,800 sq.ft. 20,800 sq.ft. -Z 20,800 sq.ft. j�. 0 co 0 0 5'. 84. co UD - I 00 1___1 1q_ r I 120.00 N81S,3 cf) u) - w m m i-n m I M u 121 t�b/ I _X_ Ill ('00 cn %4 15' D.U.&S.E. 0 M 0.00, 9,809 sq.ft. 20. 1001 0) 59.1 • 80.00' 74.61' I C I p - F N 8 9 *3 8'41 SO E 30' MAINTENANCE 30' N 8 9 *3 8'41 SO E 116 m 0384 21 1 &S. E. Z3) -.0 0 m ACCESS EASEMENT 0 c CA 148.59' 164.88' 1po 1 9,600 sq.ft. C) 0) 1 15' D. E. Li - 0 N89*541 9"E M) cv 132 — C:) rQ d . C # 00 15' D.U.&S.E. 120.00' 9,840 sq.ft. 80 to 130.00' 130.00' 130.00' 1 164.52' 25 cn 1 878 ft. C14 S89'5419 "W 00 22,323 sq. ft. I I . -p. VA D.U.S. .&L. E. z 1 943 4 W .5 cp Ln luil 00 N81'36'0� 120.00' 0 N m 120 cn col FD 18 F cn - L� 120.00, 46 0 0 01 0' 9,600 sq.ft. m Ip c, w 19,777 sq.ft. 0 c 19,712 sq.ft. 000 115 c a 00 30, 15' D.U.&S.E. INST o F9 9,600 sq.ft. c) [6 _�po P Iol C) Z N89-54-1 9"E 133 8 q.ft S89'38 '41 SO W m LO C) IF1 m 90.00' S c 11,4 sq.ft. b(o V u. & E. 11 !'9 �Ns 160.00' 3 N89-38-41"E 82-10, —15 —D. U—.& S. E. ... .... N89*38'41 SSE �QJ,4 vw +s,tMU.aa din S89*5419W ...... . .1. L I 120 .OD' 127.46' /-.UU d2.uu 1 1 82.OU" A, D 163.65' — — — 15 4—n E. ,v 167.84' 1, 5 q. f t, X • 15' D. E. 0 OaQ t-3 15' D.E. Ln Z C11 z Z Z z -co 0 m 0 p 114 cn 0 0 0 0 0 0 co --A 26 Ili I _-- 0 1 Ili -p --1 0 0 0 c0 p 0 9,� 93 M w 0 0 0 0 r\j �j p I --A 0 rQ - tQ �3 9,788 sq.ft. r- m �j 0 4- ---1 b IQ 0 134 0 19,200 sq.ft. rQ LD I ;-_- p --t c 140 139 138 — co . -A I - CC) 17 101 �k__j D -rn CD 0 b -: 9,840 sq.ft. ' -0 0 C)' 12,954 sq.ft. 1 0 RO cn 0 0 c') c� 45 0 cl 19,564 sq.ft. 0 145.19' 140.00' 0 2 5' B.L. 25' B.L. ITI 0 (.0 uj r-t- CA 9,840 sq.ft. 9,840 sq.ft. 9,840 sq.ft. -1 9"W 23,303 sq.ft. 58.42' S89-54 I 129.87' -2b L. S89'38'41 SO W ___ L-. 20' D.U.&S.S.E. 20'-D.U.&S. E% 30' MAINTENANCE z -I 001 V 0.0. S. 00, u T 827001 49.54, Nr� 0 160.00' 8 2. UO 0' 8 2. 0 0, 82. 82. 0/_ uu kp ACCESS EASEMENT N 8 9 *3 8'41 E C) 1 0 113 26. b 4 40 rJ` z • x------ cn 41"E 6�7.14' 15. IS 12,068 sq.ft. 0 4- 0 162.42' N89-38 015. 189.48' > 29 ID - — — — — — — — — — — — - m 00 /A 23,116 sq.ft. Co4 F 27 A.e 28 —CHARISMATIC DRI 2;'.25 19,959 sq. f t. S89*54'19 "W r_3 Ln 30 R� p Ra cct cn 171.74' �A 0 CD P131 A 139.34' 115.00' 115.00' 115.00 1 1 115.00' 27+0' _1 \0 c 0 Ay 20 D.&U.E4- co 30,841 sq.ft. ZE Ln q �ri 20,714 sq.ft. 16 20' D.&U.E. 0') -_)'W IV- Ln a)-v I I - cn 44 c 19,417 sq.ft. IsI 112 0 1 -31, 0 00 14,258 sq.ft. 25' B.L. 25' B.L. 0 un 20,921 sq.ft. 46.831 2 5' B. z 0 �n N� 0 (0 z (n LO Lo cn Ln Nj I CD 0 \L 0 CD 0 - 48 tK 20' D.U.&S.S.E. I 0 q p 40.00 A) 0 19,878 sq.ft. I I ��/ -V -t (b 0 1110 N 0 N 2 5' B. L. CA\ 'r, 53 52 51 r13 50 1 1 49 1 1 N) _16 0 C --I. c Fri 0 c;1 N 8 9 *3 8'41 E 17,450 :zn ff e-,i iR inn -z tt _Z iFinn Iz f+ (0 \'�n , __L 16,1100 sq. T1. IU,iuu sq.ft. 0 1 %1. . R_ I I R_ 11* . 111. 0 cn __j I - 161.19' 26 D.&U.E. ol C_ (0 - c0 C�o m �o cn N89*38'41"E S89'58'1 7 "w S89038'41"W C,4 cy) 0, —KINGMAN COURT pq Q:- 428.64 ' lull m------------- r- w w w M 1 106.76 ill V m m 17� N) I �9 I m 0 160.00' 160.88' 54 30' MAINTENANCE sq.ft. ACC EASEMENT 0 S890,38'41 SOW CO -,j 0 19,120 15' D. E. O. 36.60' CA 15' D.E. 10 .0 140.90' 140.00' cn S89*54'1 9"W 160.00' c --Ij - op _1j - 07– — z CA 102.97' 115.00' 115.00' 115.0 1 115.00' 20' D.&I-I.E. 0 15 Cyi p 145.00' 0 _P.. 0 S89* 4 2 5' B.L. 0 c Ra 19,269 sq.ft. 0 'E I cn c� 41 SOW 43 0 7'16' 41. . -1 Ln N89*54'1 9" 0 11 m v 20,000 sq.ft. 140.00' 100.00' 0 64 0 ... ... 34 •7,p * �A 1:*: 1 (D r1i (.0 10 19,200 sq.ft. 0 (A 20,714 sq.ft. op N89*38'41 SSE -( I 50' 0 31 l 11 N) I (W x (.0 (0 Ln 10 0 (D R CD 0 -0- 0 c N 8 9'3 8'41 IS E 38,464 sq.ft. (10 0 33 m ill cn CA Ln L4 c 30# 0 40 32 26,771 sq.ft. I. NJ 41 0 55 Ln 110 0 1 281 ft. 15' D.U.&S.E. 1 160.00' I-L! c 0 m 11,937 sq.ft. m c1l 17,726 sq.ft. D. F S89*38'41 "W All 23,743 sq. ft. Ln I c 01 1 — _. N m S89'38 'A 1 IS XA1 EXISTING LAKE SADDLE CREEK SECTION 3 R. No. 1999-11339 C. 2, SLIDE 227 EXISTING LAKE rn m 160-00' N) --I* I . N D — -4 (c 160.00, c 14 (D a. NJ —1 ��D. _U. & S. E. CA i- I I r. S89*54'19"W ll &_,� - - 0') 19,121 sq.ft. *--I Do-�, , A 122.01' Ln A 2 0 o I 19,756 sq.ft. 15' D. E. _21 N) IN N L 5' D. E. 110 4 63 &_D 0 0 Ic') 1 10,316 sq.ft. 0 35 19,200 sq.ft. 50 0 9�v CD 0 0 120.00' 18,885 sq.ft. t. R /W N 8 9 *38'41 "E ,c), S69-1434" 158.7.3' 25.00' 13 8 0. 40 15' D.E. 15' D. E. 0, SADDLE CREEK 89 8, SECTION 1 56 78.1 Q Q Q o54 '1 0 So %A] 17,437 sq.ft. 1 115.00' 115.00' 115.00 115.00' 15 D.U.&S.E. V I l I INSTR. No. 1996-44060 115.91- 15' D.E. P.C. 1, SLIDE 728 303 —15' D.E. 0 00 109 V 30' MAINTENANCE z z z 149. 2' 13 ov 0 0 z Ln Ln CD 0 8,974 sq.ft. z T5� D.U.&S E. 0 v — I— -,j r,3 0 0 F IoI 12,202 sq.ft. ACCESS EASEMENT z Ln Ln 0 0 Cr 40 00 r,3 0 __& 39 --A S56*47'47"W 57 0 ik- 38 0 37 -p- cp C4 0 rj C)p 41 l`Q 20,639 sq.ft. (o 56.41' 0 0 59 60 p 61 1 �q - :�j _1 21,936 sq.ft. 17,249 sq.ft. 58 0 c 22,746 sq. f t. 22,498 sq.ft. C5 cn cn 0 �o 16,100 sq. p 16,100 sq.ft. 16,100 sq. 0 _Z 16,100 sq.ft. 0 0 m ft. '-n 11 19,852 sq.ft. R, I 0_1j I II __, - __ R. c C! (D �19 (n C� ch L4 p S 8 9"5 4'19 SO W q co (D r_ I - - z8 R- ZE 0 4 19,114 sq.ft. c SECTION 3 Ln C c: 0 121.46' m ZE 36 lb7.50' SECTION I I.... 2 5' B.L. 22,289 sq.ft. t. < Im 2 5' E3. L. jull > 25' B.L. 0 1 — — — — — — — =fj 108 N-1 14,;, - l %N ).&U.E. 20' D.&U.E. 2 5' B.L. B. L. ( c'0 I P' 14,225 sq.ft. 20' 2 C�_D. < 0 14.02' 1 115.00, 115.00' 115.00' 115.00' 140.00' 123.77' 1. 55' 108-75, — > Irni 0 20' D.&U.E. w W w w w 120.32' Ln rQ w 33.89'9.13 ' 77.07 94.52' 25,54-41 Z 12 S89*38'41 SOW 828.58' S89*541 9"W WHISKERY DRIVE AA,�u cn -Ir 10 Vol co 21 0 Nbb i7– < 19,737 sq.ft. P * < m . ......... ...... �� �uow > z 168.76' 2.01' 61.82- - - - - - - - - - - - - - IN, 0 ��; � i 262.96' ISK S89 38'4 W wfcj,�u ct, C 7 c� 0 Q 8v V7 PQ r-10 171.58' _< - - 9. I I CC) 14e. E)E)' 9v 114.82, 12E).eE)' i 2c Oat i2E).ee' J.- 10 D. U. &S 20' D.U.&S.S.E. 20' D.U.&S.S.E. r. N N 8 9'3 8'41 E 2 15.1 ' I /12.79' IUZ.U/ ---�6 9.5 2' S. E. CX 20 n .0, CZ Q r, A V) Aa orl I 0j. I)i c/) — — — . - - _.:4= . •. . . . _)1 -\ t- I ------ ct 25p o -1) �u m ------- ------ ------- 1`10 0 B.L. 4.4 1\* I I 0 txr U) CA cn 61 cn 0 00 m L 2 5' B. L. 0 0 0 0 _P_ 85 PO 0 65 83 84 00 --------- ------- 0 82 81 -.& 0 00 20,309 sq.ft. 01 co 0 20,714 sq.ft. (n Cn cn 0 0 u c-lil cn I (1i 16,800 sq.ft. 16,800 sq.ft. 16,800 sq.ft 16,800 sq.ft. 00 66 m 0 0 0113, (o 0 N m c� 11 m 19,251 sq.ft. 0 N 69 do 0 Jul P 19,251 sq.ft. 8 8 E rq rq rq cn 0 _z 67 68 .1-1 G) 21,734 sq.ft. m -Z 0 23,036 sq.ft. 01 20,808 sq.ft. 0 m 0 am$ (A Q N 6c m 0 Ld Of S SADDLE CREEK Z SADDLE CREEK SADDLE CREEK SECTION 9 SECTION 8 SECTION 10 INSTR. No. 2000-48296 INSTR. No. 2000-48295 INSTR. No. 2002-58477 P.C. 2, SLIDE 490 P.C. 2, SLIDE 489 P.C. 3, SLIDE 35 0 > C _3 c A C-d .. ......... z C) rnS — --- — ------- WEST 141 STREET _ix » xx__ ._...... a.. a <. «.a a-- wo am Now .0 X, ---- - - - - - - - - - - - - - - - ---- m, vV MMMOWMWM•AW W v w v w v w UP v V W V V OSSSSSSS waaaam V V a--- V o� V V V Saaama."amooSm, V *,j V V V V W V W.-Soomm000m, W W W aaa-Sawaaamom, V V mmommoaaaaaaaaaa, 15 15 c SEC. 21, T.18N., R.3E. I 24"W N. LINE, S.E. 1/4, SEC. 21, T.18N., R.3E. VMT. S89*39'54"W 748.R9' rpVM T. A N. W. C OR., S. E. 1 /4, 7 S89*40' 1345.35* rp it 0 loot 100' 1001,11111 3' WIDE #73 STONE SHOULDER @ 6ff DEPTH -V WIDE 73 STONE qHnHi DER © 6" DEPTH -.110— '1!; 10 ASPHALT PATH 10' ASPHALT PATH lot ASPHALT PATH "B" 10' ASPHALT PATH fZ� N.E. COR., W. 1/2, S.E. 1/4, — — — - — N 1034. I - 1-4 E. __ — — — — — — 9 .62' 1 91 Q, a D. U 0 D. 20 4 01 W 0 1 B. 0, �� Do B. C04 18' 8 1 24' A. 36*42' SOW •A. 0 so. 1. ft. go •. /j/ B.L. X d — b C. A. 12 V 89 W 6 . 43,07 sq.ft. z R. D E. 150.63' 3.75' CO4 0 VAR. A. E. CA 3: Sao 2' IQ ROX A, LOCAT OFT ------- **tpo a 0 a a loot 119 Ir— ilt — m - C14 > 00 0 HENL RAIN 0.4 0 0 6 a so 438 1 61 IOI 14,002 sq.ft. S 9*39'54"W 1WA_1R_D( a PROM DC ION OF cn 111-2—a 0 ------- 660 cn FERD 0 0 0 a ------ 0 HEN DRAT U) ZL_ OM T.O 0 N55*13'42"W 33.75' DRIVE ... 0 41— 4141— 40-4041 41 *4141 ... a a a ... (PROP 35' MENT 25.00 — — — — — — — - ZO -!9& P K S (PROP 3b- Dm .13.) > - CIA OP OF NK IS T DEF D) S89-54'19"W 45.09 U's 'lot Icni . . -J 130.90' tQ r- __L =4=7 87.98' 591 Rn 20 cn --I __% 25' B.L. ;u w w w f w W. 29,076 sq.ft. • 0 cp r 118 C01) co 0 - — — — — — — — — — 0 0 0 lo �3 10 870 sq.ft. M , 0 tQ S89-38'41:1 989.06 (51 IJ (0 FERDINAND DRIVE T N 5 4*164 8 E cn cn r\j i__ 0 0 0 646.1 IDS 0 "3 125 Ic:,) \x- o u) CA N) 0 _: __& -S .342.96' 00 25.00 [TI 0 (C)10,166 sq.ft. N3 LO IcIrN --+% N89'38'4 1 SO E t 9 ""m m m 0 17n nn' qq__99 CIV 3?' 126 9 !Q�i on 4r) ol Qp In' 17C) nn' 1--m nn' 0 a 0. GO 9 A-i ....... ........ 1215.40- 122 15- D. E. rq10,262 sq.ft.00 20' D.U.&S-, 207 D.U.&S.S.E. 178.02' 12,613 sq.ft. 62.90-1 .00, 127 0 25 B. L. 1 80 (D 2 5' B.L. B. L. 1001 9 1 82.)41 N 0 cf) T_ r- o 9*3 W 1 .9 0 M10,262 sq.ft. 0 0 (D LLj 0 117 Q 00 r13 . rf--j I E ;",32' 0 131 N5 0' 9,639 sq.ft. 2b 39, 1`13 130 ii:: 1_?1 6 --..0 CA C.11 c/) cp Lr) 1 0 cn 129 o ro cn o) 12,340 sq.ft. 0 Lv 19 INI 9,924 sq.ft. b 10,062 sq ft 24 '0 26 sq.ft. 8. --:9,600 sq.ft.' 47 0 0 C', m T_ c 0 0 17,645 sq.ft. 21 22 23 p N . I -.,\ 21,2 Ln V_ 15'. D.U. &S C 00 rTi . 0 0 C) 21,446 sq.ft. 10 S89'54 '19 IS W -io, m m 20,800 sq.ft. 20,800 sq.ft. -Z 20,800 sq.ft. j�. 0 co 0 0 5'. 84. co UD - I 00 1___1 1q_ r I 120.00 N81S,3 cf) u) - w m m i-n m I M u 121 t�b/ I _X_ Ill ('00 cn %4 15' D.U.&S.E. 0 M 0.00, 9,809 sq.ft. 20. 1001 0) 59.1 • 80.00' 74.61' I C I p - F N 8 9 *3 8'41 SO E 30' MAINTENANCE 30' N 8 9 *3 8'41 SO E 116 m 0384 21 1 &S. E. Z3) -.0 0 m ACCESS EASEMENT 0 c CA 148.59' 164.88' 1po 1 9,600 sq.ft. C) 0) 1 15' D. E. Li - 0 N89*541 9"E M) cv 132 — C:) rQ d . C # 00 15' D.U.&S.E. 120.00' 9,840 sq.ft. 80 to 130.00' 130.00' 130.00' 1 164.52' 25 cn 1 878 ft. C14 S89'5419 "W 00 22,323 sq. ft. I I . -p. VA D.U.S. .&L. E. z 1 943 4 W .5 cp Ln luil 00 N81'36'0� 120.00' 0 N m 120 cn col FD 18 F cn - L� 120.00, 46 0 0 01 0' 9,600 sq.ft. m Ip c, w 19,777 sq.ft. 0 c 19,712 sq.ft. 000 115 c a 00 30, 15' D.U.&S.E. INST o F9 9,600 sq.ft. c) [6 _�po P Iol C) Z N89-54-1 9"E 133 8 q.ft S89'38 '41 SO W m LO C) IF1 m 90.00' S c 11,4 sq.ft. b(o V u. & E. 11 !'9 �Ns 160.00' 3 N89-38-41"E 82-10, —15 —D. U—.& S. E. ... .... N89*38'41 SSE �QJ,4 vw +s,tMU.aa din S89*5419W ...... . .1. L I 120 .OD' 127.46' /-.UU d2.uu 1 1 82.OU" A, D 163.65' — — — 15 4—n E. ,v 167.84' 1, 5 q. f t, X • 15' D. E. 0 OaQ t-3 15' D.E. Ln Z C11 z Z Z z -co 0 m 0 p 114 cn 0 0 0 0 0 0 co --A 26 Ili I _-- 0 1 Ili -p --1 0 0 0 c0 p 0 9,� 93 M w 0 0 0 0 r\j �j p I --A 0 rQ - tQ �3 9,788 sq.ft. r- m �j 0 4- ---1 b IQ 0 134 0 19,200 sq.ft. rQ LD I ;-_- p --t c 140 139 138 — co . -A I - CC) 17 101 �k__j D -rn CD 0 b -: 9,840 sq.ft. ' -0 0 C)' 12,954 sq.ft. 1 0 RO cn 0 0 c') c� 45 0 cl 19,564 sq.ft. 0 145.19' 140.00' 0 2 5' B.L. 25' B.L. ITI 0 (.0 uj r-t- CA 9,840 sq.ft. 9,840 sq.ft. 9,840 sq.ft. -1 9"W 23,303 sq.ft. 58.42' S89-54 I 129.87' -2b L. S89'38'41 SO W ___ L-. 20' D.U.&S.S.E. 20'-D.U.&S. E% 30' MAINTENANCE z -I 001 V 0.0. S. 00, u T 827001 49.54, Nr� 0 160.00' 8 2. UO 0' 8 2. 0 0, 82. 82. 0/_ uu kp ACCESS EASEMENT N 8 9 *3 8'41 E C) 1 0 113 26. b 4 40 rJ` z • x------ cn 41"E 6�7.14' 15. IS 12,068 sq.ft. 0 4- 0 162.42' N89-38 015. 189.48' > 29 ID - — — — — — — — — — — — - m 00 /A 23,116 sq.ft. Co4 F 27 A.e 28 —CHARISMATIC DRI 2;'.25 19,959 sq. f t. S89*54'19 "W r_3 Ln 30 R� p Ra cct cn 171.74' �A 0 CD P131 A 139.34' 115.00' 115.00' 115.00 1 1 115.00' 27+0' _1 \0 c 0 Ay 20 D.&U.E4- co 30,841 sq.ft. ZE Ln q �ri 20,714 sq.ft. 16 20' D.&U.E. 0') -_)'W IV- Ln a)-v I I - cn 44 c 19,417 sq.ft. IsI 112 0 1 -31, 0 00 14,258 sq.ft. 25' B.L. 25' B.L. 0 un 20,921 sq.ft. 46.831 2 5' B. z 0 �n N� 0 (0 z (n LO Lo cn Ln Nj I CD 0 \L 0 CD 0 - 48 tK 20' D.U.&S.S.E. I 0 q p 40.00 A) 0 19,878 sq.ft. I I ��/ -V -t (b 0 1110 N 0 N 2 5' B. L. CA\ 'r, 53 52 51 r13 50 1 1 49 1 1 N) _16 0 C --I. c Fri 0 c;1 N 8 9 *3 8'41 E 17,450 :zn ff e-,i iR inn -z tt _Z iFinn Iz f+ (0 \'�n , __L 16,1100 sq. T1. IU,iuu sq.ft. 0 1 %1. . R_ I I R_ 11* . 111. 0 cn __j I - 161.19' 26 D.&U.E. ol C_ (0 - c0 C�o m �o cn N89*38'41"E S89'58'1 7 "w S89038'41"W C,4 cy) 0, —KINGMAN COURT pq Q:- 428.64 ' lull m------------- r- w w w M 1 106.76 ill V m m 17� N) I �9 I m 0 160.00' 160.88' 54 30' MAINTENANCE sq.ft. ACC EASEMENT 0 S890,38'41 SOW CO -,j 0 19,120 15' D. E. O. 36.60' CA 15' D.E. 10 .0 140.90' 140.00' cn S89*54'1 9"W 160.00' c --Ij - op _1j - 07– — z CA 102.97' 115.00' 115.00' 115.0 1 115.00' 20' D.&I-I.E. 0 15 Cyi p 145.00' 0 _P.. 0 S89* 4 2 5' B.L. 0 c Ra 19,269 sq.ft. 0 'E I cn c� 41 SOW 43 0 7'16' 41. . -1 Ln N89*54'1 9" 0 11 m v 20,000 sq.ft. 140.00' 100.00' 0 64 0 ... ... 34 •7,p * �A 1:*: 1 (D r1i (.0 10 19,200 sq.ft. 0 (A 20,714 sq.ft. op N89*38'41 SSE -( I 50' 0 31 l 11 N) I (W x (.0 (0 Ln 10 0 (D R CD 0 -0- 0 c N 8 9'3 8'41 IS E 38,464 sq.ft. (10 0 33 m ill cn CA Ln L4 c 30# 0 40 32 26,771 sq.ft. I. NJ 41 0 55 Ln 110 0 1 281 ft. 15' D.U.&S.E. 1 160.00' I-L! c 0 m 11,937 sq.ft. m c1l 17,726 sq.ft. D. F S89*38'41 "W All 23,743 sq. ft. Ln I c 01 1 — _. N m S89'38 'A 1 IS XA1 EXISTING LAKE SADDLE CREEK SECTION 3 R. No. 1999-11339 C. 2, SLIDE 227 EXISTING LAKE rn m 160-00' N) --I* I . N D — -4 (c 160.00, c 14 (D a. NJ —1 ��D. _U. & S. E. CA i- I I r. S89*54'19"W ll &_,� - - 0') 19,121 sq.ft. *--I Do-�, , A 122.01' Ln A 2 0 o I 19,756 sq.ft. 15' D. E. _21 N) IN N L 5' D. E. 110 4 63 &_D 0 0 Ic') 1 10,316 sq.ft. 0 35 19,200 sq.ft. 50 0 9�v CD 0 0 120.00' 18,885 sq.ft. t. R /W N 8 9 *38'41 "E ,c), S69-1434" 158.7.3' 25.00' 13 8 0. 40 15' D.E. 15' D. E. 0, SADDLE CREEK 89 8, SECTION 1 56 78.1 Q Q Q o54 '1 0 So %A] 17,437 sq.ft. 1 115.00' 115.00' 115.00 115.00' 15 D.U.&S.E. V I l I INSTR. No. 1996-44060 115.91- 15' D.E. P.C. 1, SLIDE 728 303 —15' D.E. 0 00 109 V 30' MAINTENANCE z z z 149. 2' 13 ov 0 0 z Ln Ln CD 0 8,974 sq.ft. z T5� D.U.&S E. 0 v — I— -,j r,3 0 0 F IoI 12,202 sq.ft. ACCESS EASEMENT z Ln Ln 0 0 Cr 40 00 r,3 0 __& 39 --A S56*47'47"W 57 0 ik- 38 0 37 -p- cp C4 0 rj C)p 41 l`Q 20,639 sq.ft. (o 56.41' 0 0 59 60 p 61 1 �q - :�j _1 21,936 sq.ft. 17,249 sq.ft. 58 0 c 22,746 sq. f t. 22,498 sq.ft. C5 cn cn 0 �o 16,100 sq. p 16,100 sq.ft. 16,100 sq. 0 _Z 16,100 sq.ft. 0 0 m ft. '-n 11 19,852 sq.ft. R, I 0_1j I II __, - __ R. c C! (D �19 (n C� ch L4 p S 8 9"5 4'19 SO W q co (D r_ I - - z8 R- ZE 0 4 19,114 sq.ft. c SECTION 3 Ln C c: 0 121.46' m ZE 36 lb7.50' SECTION I I.... 2 5' B.L. 22,289 sq.ft. t. < Im 2 5' E3. L. jull > 25' B.L. 0 1 — — — — — — — =fj 108 N-1 14,;, - l %N ).&U.E. 20' D.&U.E. 2 5' B.L. B. L. ( c'0 I P' 14,225 sq.ft. 20' 2 C�_D. < 0 14.02' 1 115.00, 115.00' 115.00' 115.00' 140.00' 123.77' 1. 55' 108-75, — > Irni 0 20' D.&U.E. w W w w w 120.32' Ln rQ w 33.89'9.13 ' 77.07 94.52' 25,54-41 Z 12 S89*38'41 SOW 828.58' S89*541 9"W WHISKERY DRIVE AA,�u cn -Ir 10 Vol co 21 0 Nbb i7– < 19,737 sq.ft. P * < m . ......... ...... �� �uow > z 168.76' 2.01' 61.82- - - - - - - - - - - - - - IN, 0 ��; � i 262.96' ISK S89 38'4 W wfcj,�u ct, C 7 c� 0 Q 8v V7 PQ r-10 171.58' _< - - 9. I I CC) 14e. E)E)' 9v 114.82, 12E).eE)' i 2c Oat i2E).ee' J.- 10 D. U. &S 20' D.U.&S.S.E. 20' D.U.&S.S.E. r. N N 8 9'3 8'41 E 2 15.1 ' I /12.79' IUZ.U/ ---�6 9.5 2' S. E. CX 20 n .0, CZ Q r, A V) Aa orl I 0j. I)i c/) — — — . - - _.:4= . •. . . . _)1 -\ t- I ------ ct 25p o -1) �u m ------- ------ ------- 1`10 0 B.L. 4.4 1\* I I 0 txr U) CA cn 61 cn 0 00 m L 2 5' B. L. 0 0 0 0 _P_ 85 PO 0 65 83 84 00 --------- ------- 0 82 81 -.& 0 00 20,309 sq.ft. 01 co 0 20,714 sq.ft. (n Cn cn 0 0 u c-lil cn I (1i 16,800 sq.ft. 16,800 sq.ft. 16,800 sq.ft 16,800 sq.ft. 00 66 m 0 0 0113, (o 0 N m c� 11 m 19,251 sq.ft. 0 N 69 do 0 Jul P 19,251 sq.ft. 8 8 E rq rq rq cn 0 _z 67 68 .1-1 G) 21,734 sq.ft. m -Z 0 23,036 sq.ft. 01 20,808 sq.ft. 0 m 0 am$ (A Q N 6c m 0 Ld Of .i 0 O 0 DWN. BY CK. BY KRG DDO SHEET NO. 2 OF 2 SHEETS S & A JOB N 0. 52790 0 U z 0 a 0 U Li C) 4 fl4f.* ot 4p 4,.\' IS So ........... ST, P a-- wo am Now .0 . 900012 o S STATE OF .00 //VDI 0 ..a I Su R\j 0 a_ W Lj LJ Cc 0 C) 0 F— 0, 0 < 0 w C) W 0 < Of C1, � =) 0 ck� V) ),-- 0 < >_ > 0-) z Qf Q� V) Cf) U T_ < (2) CD < Z LJJ 0 m � < 0 LIJ _j LL 0 Ld Z Ld V) 11! —5 > d- — � _17 Ld D� D Qf 0 V) LLJ u • U �� 00-f 0 >_ LLJ Ln > c) CD CN I Ln 0-0 1 rl-) CD C-0 00 C:) V) 4< u� 00 x cl-i c) CD CD Ln po Ch C/) LL_ c__ 00 LLJ 0 cf) LLJ Ln 0c Cc c- m n p z 0 ue) (D .i 0 O 0 DWN. BY CK. BY KRG DDO SHEET NO. 2 OF 2 SHEETS S & A JOB N 0. 52790 0 U z 0 a 0 U