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PRE-PLAT V1W VICTORY ROAD FOUND BRASS CAP AT NW CORNER OF SE j OF SEC 26, T3N, R1W. W. HARRIS ST -- 16 -- 5 4� I 8 9 10 11 12 13 14 15 16 j 7 BLOCK 2 6 a 3 W. BURNING OAK ST 17 6 o 5 nll'2 rrI TT� 107 2¢ 4 -W3 4 5 6 7I8I9I1011111 13 20 BLOCK 1 ) W. DUTCH BARN LN (PVT) _jF22 6 U 1 I y 3 o I I I I I I I I I I C6 J I 1 2 op 1516171819 20 2122 23 24 25 co I_L L I 1 1 1 1 co W TWIN VIEW ST m 26 BLOCK 3 23 I r 1-77, I 24 9 18 27 28 29 30 3132 33 34 35 36 37 p 25 J P,i yI I I I I I I I I 1 IJ BLOCK1 ImL27 W. SILAGE TOWER LN (PVT) 10 p 17 I 3 39 11 I I I I 48 y40 4142 43 44 45 46 47 11 j I 16 I 1 5 \ _ W BR KEN GABLE BLE ST 12 Iy 15 \ 6 7 8 -ICI-I-I� 9 10 11 12 13 14 15 16 13 L BLOCK 1 s - 24 9 25 23 �?` 20 14 26 �P, 1 22 20 9� 9 \ 21 b� 28 27 P� 1 2 y�4- 3 92�0_ 1 1 7 \� `C 33 T 12 1 j(1pv \ 34 �� o \ \ 35 36 BLOCK 1 GRAPHIC SCALE IN FEET I 0 100 200 400 FOUND BRASS CAP AT SW CORNER OF SE OF '} SEC 26, T3N, R1W. �a i3 PRELIMINARY SITE DATA EXISTING ZONING RUT PROPOSED ZONING R-2, R-4, R-8 & R-15 COMP. PLAN DESIGNATION MEDIUM DENSITY RES. o SITE GROSS AREA 123.39AC R-2 ZONE RESIDENTIAL LOTS RESIDENTIAL LOT AREA COMMON AREA RIGHT-OF-WAY AREA TOTAL AREA GROSS DENSITY R-4 ZONE RESIDENTIAL LOTS RESIDENTIAL LOTAREA COMMON AREA RIGHT-OF-WAY AREA TOTAL AREA GROSS DENSITY OVERALL DATA 31 DU 14.99 AC 8.49 AC 3.87 AC 27.36 AC 1.13 DU/AC ABBREVIATIONS Br87 14 13 12 11 10 9 6 5 [4 3 7CK 4 W BURNING OAK ST 39 38 12 3 4 5 6 7 8 9 1011121 37 BLOCK FOUND BRASS CAP AT NE CORNER OF SE j OF SEC 26, T3N, R1W. J p BLOCK 6 2 1 ti 14 15 16 1 in 18 19 20 2' 22 Z it r3l 30 29 28 �27 26 25 24:310 I 1 1 116 W. TWIN VIEW ST �/ 11 �1II°a� 28 27 26 25 24 23 22 21 20 19 18 11165 12 I I W 13 Z J 31 45 0 BLOCK 6 l 47 34 35 36 37 38 39 40 4142 43 44 46 8 LLL 49 W. CORN CRIB ST , 50 3 4 5 6 7 8 91011121314 � 51 Q BLOCK 9 15� 52 27 26 25 24 23 22 21 20 19 18 17 16 a 53 y uj 1 54 , -W. SHAKER ROUND ST - 55 I . 8 9 10 11 12 13 14 15 16 56 I BLOCK 10 17 -J- W. FALLOW RUN 27 28 / ,Q I 1T� BLOCK 13 \\73 e 4 5 6 7 8 --� 3 QQ- 9 10 11 12 13 14 15 16 17 18 19 IY 2 4 6 F81 1315 Q \ p II IIII g 8 7 W. U 3 5 12 14 16 W. WIND VANE DR- < _ BLOCK 14 6 Q FITM FIT y 2 5 O 15 16 17 18 19 20 21 22 h 225 23 2:2219 36=37 to O fly Hq Q BLOCK 15 BLOC K 1$ 38 _ 39 40 Lu 3 YS7OR�OR y 13 11 10 9 8 28 30 32 3434 I 42-41 Z BLOCK 15 1 1 1 11 1 I r -+ 4 27 29 31 1 1 I 43 Ivy _ 17 46_45 I . \ 7� 71 47 I \ \ 6 7 I -75 74 63 68-69 50_49 44 \ _j 79.78 F64 65 `54-52- 53 \ 1 I �fTI 62 60 58 56 6159 55_755 II FOUND BRASS CAP AT SE CORNER OF SE j OF SEC 26, T3N, R1W. DWELLING UNIT DU LEGEND ACRE AC SINGLE FAMILY RESIDENTIAL SFR - SQUARE FEET SF R-8 ZONE - - - - RESIDENTIAL LOTS 302 DU - - - RESIDENTIALLOTAREA 40.36 AC COMMON AREA 14.81 AC RIGHT-OF-WAY AREA 18.25 AC TOTAL AREA 73.42 AC GROSS DENSITY 4.11 DU/AC IE R-15 ZONE S 19 DU RESIDENTIAL LOTS 3.94 AC RESIDENTIAL LOT AREA 0.53 AC COMMON AREA 1.31 AC RIGHT-OF-WAY AREA 5.78 AC TOTAL AREA 3.29 DU/AC GROSS DENSITY TOWNHOME PARKING DATA RESIDENTIAL LOTS 468 DU PARKING REQUIREMENTS 3S RESIDENTIAL GROSS DENSITY 3.79 DU/AC QUEST PARKING REQUIREME - SFR DETACHED LOTS 393 DU REQUIRED PARKING o TOWNHOME LOTS 75 DU REQUIRED QUEST PARKING COMMON LOTS 45 PROVIDED PARKING - COMMON DRIVEWAY LOTS 5 PROVIDED QUEST PARKING MIN. SFR DETACHED LOT SIZE 3,600 SF sa AVG. SFR DETACHED LOT SIZE 6,948 SF MIN. TOWNHOMELOTS17F 2,000 SF 116 DU 7.18 AC 6.91 AC 2.73 AC 16.82 AC 6.90 DU/AC 1.5 STALLS/DU 1 STALLS/10 DU 113 STALLS 8 STALLS 150 STALLS 62 STALLS I El PROPOSED CENTERLINE SECTION LINE PROPERTY BOUNDARY ROAD RIGHT OF WAY TESSERA PRELIMINARY PLAT CO A PORTION OF THE SE 4 OF SECTION 26, TOWNSHIP 3 NORTH, RANGE 1 WEST MERIDIAN, ADA COUNTY, IDAHO OWNER/DEVELOPER PROVIDENCE PROPERTIES, LLC. 701 S. ALLEN STREET, STE. 104 MERIDIAN, IDAHO 83642 PHONE: (208) 695-2001 CONTACT: PATRICK CONNOR CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC 950 BANNOCK STREET, STE. 1100 BOISE, IDAHO 83702 PHONE: (208) 906-3871 CONTACT: TELLER BARD, PE OPEN SPACE LOT AREAS LAND SURVEYOR IDAHO SURVEY GROUP, LLC. 9955 W. EMERALD ST. BOISE, IDAHO 83704 PHONE: (208) 846-8570 CONTACT: MICHAEL BYRNS, PLS BLOCK NO. LOT NO. TOTAL LOT AREA (SF) OPEN SPACE DESCRIPTION QUALIFIED OPEN SPACE (SF) QUALIFIED OPEN SPACE (ACRES) BLOCK 1 13 336,163 GREENBELT 327,518 7.52 BLOCK 1 30 2,194 UNQUALIFIED 0 0.00 BLOCK 2 1 3,213 LANDSCAPED OPEN SPACE, STREET BUFFFER 3,213 0.07 BLOCK 2 1 16 25,916 LANDSCAPED OPEN SPACE, STREET BUFFFER 25,916 0.59 BLOCK 3 1 900 LANDSCAPED OPEN SPACE, STREET BUFFFER 900 0.02 BLOCK 3 13 900 LANDSCAPED OPEN SPACE, STREET BUFFFER 900 0.02 BLOCK 3 14 12,496 LANDSCAPED OPEN SPACE, STREET BUFFFER 12,496 0.29 BLOCK 3 26 28,053 UNQUALIFIED 28,053 0.64 BLOCK 3 38 12,472 LANDSCAPED OPEN SPACE, MICROPATH 12,472 0.29 BLOCK 3 39 8,472 UNQUALIFIED 8,472 0.19 BLOCK 3 48 903 LANDSCAPED OPEN SPACE, STREET BUFFFER 903 0.02 BLOCK 4 1 39,368 LANDSCAPED OPEN SPACE, STREET BUFFFER 25,441 0.58 BLOCK 4 17 3,300 UNQUALIFIED 3,300 0.08 BLOCK 4 18 7,355 LANDSCAPED OPEN SPACE, MICROPATH 7,355 0.17 BLOCK 4 29 2,237 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,237 0.05 BLOCK 4 40 3,424 UNQUALIFIED 3,424 0.08 BLOCKS 1 1,006 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,006 0.02 BLOCK 5 7 7,186 LANDSCAPED OPEN SPACE, MICROPATH 7,186 0.16 BLOCK 5 17 6,050 LANDSCAPED OPEN SPACE, MICROPATH 6,050 0.14 BLOCK 5 22 1,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,000 0.02 BLOCKS 23 1,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,000 0.02 BLOCKS 28 6,050 LANDSCAPED OPEN SPACE, MICROPATH 6,050 0.14 BLOCK 5 38 7,186 LANDSCAPED OPEN SPACE, MICROPATH 7,186 0.16 BLOCKS 44 1,006 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,006 0.02 BLOCK 6 1 25,171 LANDSCAPED OPEN SPACE, STREET BUFFFER 16,217 0.37 BLOCK 6 14 8,403 LANDSCAPED OPEN SPACE, STREET BUFFFER 4,203 0.10 BLOCK 6 is 4,893 UNQUALIFIED 4,893 0.11 BLOCK 6 16 1,381 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,381 0.03 BLOCK 6 31 52,150 TOT LOT 52,150 1.20 BLOCK 6 4S 86,600 TOT LOT 72,765 1.67 BLOCK 6 46 4,940 UNQUALIFIED 4,940 0.11 BLOCK 6 73 3,805 LANDSCAPED OPEN SPACE, STREET BUFFFER 3,805 0.09 BLOCK 7 1 20 212,429 PICKLE BALL, TOT LOT, POOL, AND BATH HOUSE 212,429 4.88 BLOCK 8 1 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 8 8 2,965 LANDSCAPED OPEN SPACE, MICROPATH 2,965 0.07 BLOCK 8 15 8,342 LANDSCAPED OPEN SPACE, STREET BUFFFER 8,342 0.19 BLOCK 8 22 2,965 LANDSCAPED OPEN SPACE, MICROPATH 2,965 0.07 BLOCK 9 is 2,075 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,075 0.05 BLOCK 9 29 5,497 LANDSCAPED OPEN SPACE, STREET BUFFFER 5,497 0.13 BLOCK 10 1 1,050 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,050 0.02 BLOCK 10 7 21,376 LANDSCAPED OPEN SPACE, MICROPATH 21,376 0.49 BLOCK 10 17 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 10 32 1,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,000 0.02 BLOCK 11 1 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 11 6 8,444 LANDSCAPED OPEN SPACE, MICROPATH 8,444 0.19 BLOCK 11 11 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 13 1 27,292 LANDSCAPED OPEN SPACE, STREET BUFFFER 27,292 0.63 BLOCK 13 6 23,018 LANDSCAPED OPEN SPACE, STREET BUFFFER 23,018 0.53 BLOCK 14 1 11,863 LANDSCAPED OPEN SPACE, STREET BUFFFER 11,863 0.27 BLOCK 14 5 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 15 1 52,225 LANDSCAPED OPEN SPACE, MICROPATH 52,225 1.20 BLOCK 15 14 2,003 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,003 0.05 BLOCK 16 1 111,824 TOT LOT 94,958 2.18 BLOCK 16 1 18 1 31,547 1 LANDSCAPED OPEN SPACE, MICROPATH 31,547 0.72 BLOCK 16 1 63 1 28,482 1 LANDSCAPED OPEN SPACE, MICROPATH 28,482 0.65 LOT LINE EASEMENT PROPOSED SWALE PROPOSED 8" SEWER PROPOSED 8" WATER (3' COVER) STORM WATER INFRASTRUCTURE EASEMENT PROPOSED CURB PROPOSED STORM DRAIN MANHOLE PROPOSED CATCH BASIN PROPOSED SEWER MANHOLE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE /z�l SIDEWALK RAMP PROP. STORM DRAIN EXISTING CATCH BASIN EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL ROAD EXISTING FENCE EXISTING OVERHEAD POWER EXISTING GAS LINE W AMITY ROAD VICINITY MAP T3N, R 1 W, SEC. 26 PRELIMINARY PLAT NOTES N N. r S. 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE -SUBDIVISION. 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS OTHERWISE DIMENSIONED. 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 9. LOTS 14 AND 30, BLOCK 1; LOTS 1 AND 16, BLOCK 2; LOTS 1, 13, 14, 26, 38, 39, AND 48, BLOCK 3; LOTS 1, 17, 18, 29, AND 40, BLOCK 4; LOTS 1, 7, 17, AND 22, BLOCK 5; LOTS 1, 14, 15, 31, 45, 46, AND 73, BLOCK 6; LOT 20, BLOCK 7; LOTS 1, 8, 15, AND 22, BLOCK 7; LOTS 1, 15, AND 29, BLOCK 9; LOTS 1, 7, AND 32, BLOCK 10; LOTS 1, 6, AND 11, BLOCK 11; LOT 6, BLOCK 12; LOT 1, BLOCK 13; LOTS 1 AND 5, BLOCK 14; LOTS 1, 17, 18, AND 63, BLOCK 16; ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE TESSERA SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. SHEETINDEX SHEET LIST TABLE SHEET NO. SHEET TITLE 01 COVER SHEET 02 PRELIMINARY PLAT 03 PRELIMINARY PLAT 04 PRELIMINARY PLAT 05 PRELIMINARY PLAT 06 PARCEL CURVE TABLE 07 PARCEL TABLES 08 PARCEL TABLES 09 EXISTING CONDITIONS PLAN 10 EXISTING CONDITIONS PLAN 11 PRELIMINARY ENGINEERING PLAN 12 PRELIMINARY ENGINEERING PLAN 13 PRELIMINARY ENGINEERING PLAN 14 PRELIMINARY ENGINEERING PLAN 15 DETAILS 16 PRELIMINARY SEWER PROFILES 17 PRELIMINARY SEWER PROFILES L O `x 0 � o a z z m v� N 0 0 Y N u o a ' U N 0 m m m m � N W Y r m ul N NO O Z cn m r m \ �> omo \ z Z W (n (n 0 0 U 0 H Q J CL w Q Z M J Ld w CL Q w Ld V) (N LEI F_ 1- p Ld = Ld Q (f) Z LLJ Q 0 O U w M FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-CVR 01 of 17 L74 c 8. 89' I I -- I - - C759 — S 9°10'53"E I FOUND BRASS CAP AT I � R7125500020 NW CORNER OF SE OF I C2 - ZONE: RUT SEC 26, T3N, R1W.------------I I 224' o 0 5 Gh \C6 I - - 174' I I/ R7125500040 ZONE:RUT to I� 6 I 200' I 10 0 7 200' I i M 0 8 Ld [BLOCK 1 � I cN I 200 0 z 00 I 200' l0 9 I 200' - - I , Io 10 200' I I 0 11 I - - 200' 10 Io 12 I 200' to 13 L PHASE LINE -- 211' I_ II rn1 M 4 00I�I I II IIJJ -- 174' N I� J oioN 3Lo _ — 205' — — N I Q IN I I o 0 2 o II co I J < Q 205' I = q l a o I I0 1 10 OI I 7' I 14' % 1 -- 182' 190' _ W. TWIN VIEW ST I L4 FFr7 00 - I B 15 I I PHASE LINE 0 I I_ 17 0 0 0I CL �I 1 205' - J 1 � I c> 1 0 (60 16 0 �I 205' N 1 J I of 1 C12 C11 170' N \\ \ 169' 0� MATCHLINE SEE SHEET 04 Ir- J PROP. JACKSON RIDGE ESTATES SUBDIVISION (NOT A PART) 652.02' W HARRIS ST --554--------- 16 47' 112' 55' 55' 55' S5' S5' 57 47' 60 60' I o I I I IM a� $ ILo N III I NIN IN 9 10 11 I oN IN I� 16 N 1s BLOCK 2 C18 B I C19 15 14 I C17 48 55' 55' 55' 55' 55' 50' 7 10' 60' 40' 20' �' _ W. BURNING OAK ST L59 _ 0 17 0 zo �, 110' 6 p 32' 36' 36 36' 36' 36' 36' 36' 36' r 36'�31' } I`V 120' 0 1_ _ c14� I E E I I J I I^ - - 15 I 14 0 0 rn 01 01 01 of of of of of of of nl ' 19 - 0 5 o I I ° 121' M 11 2 �I 3 I 4 �I 5 �I 6 �I 7 �I 8 �I 9 �I 10 �I 11 �I 12 in — — �� � I 115 —� 13 I 20 0 1 0110 10' 37' 3_6� 36' 3 y 36' 36' 36' 36 36' 36' 36' I10' I 1 2 PHASE 2 Lo 00 oM W. DUTCH BARN LN (PRIVATE) 14 0 f� c� _ _ M BLOCK 4 � PHASE 1 115' W 10' 37' 36' 36' 36' 36' 36'M36' 36' 36' 36' 10' 21 o LLJ W II o 3 EI EI --IE I I J I _121' U7 o - - I O to to to to to l0 10 to to to to of I PHASE LINE-17 11 115' m o 0 0 0 0 0 0 0 0 0 0 0 22 � >- I 1�15 1�16 1�17 1�18 1�19 1�20 1�21 1�22 1�23 1�24 1�25r1 o W I 2 7, O L I �ed s, - 14O L3,�I_���J -21' - Z 36' 36' 36' 36' 36' 36' 36' 36' 36' 36' o J 100' _ U - I I o 23 n= y U —W. TWIN VIEW ST 100 26 01 vi I - 122' Uwj Q LS I N BLOCK 3 N EE 0 24 d -100' 92 37' 36' 36' 36' 36' 36' 36' 36 36' 36' 36' LID 147' I- I �I I Er I - 122' I I IN Ln JI I 10 01 01 01 o1 01 o1 01 o1 0I o1 o1 y 0 25 0 oo M -115-' 0M11 I �27�I 28 1 29 1 30 1 31 I_3233�1_34� 35� _36 —1 37� I _ 122' C53 2 C54110' 37' L36' �36' 1-36' �36' 36' 36' 36'- Imo36' 36' 36' I10'to 26 04 _I n 38 W. SILAGE TOWER LN (PRIVATE) o n 123' 115' -- -- �� -- - cn 116' I 36' 36' 36 n36' 36' 36' 36' 36' 10' 111 3 � ` \ I48I I o 27 0 � 1� 1 39 0 0 0 0 0 0 o o I I - 123' of of of of of of of 01 rnl �1 40 �1 41 �I 42 �I 43 �I 44 �I 45 �I 46 �I 47 :UDI I o � \ 4 \ �'�� \ 14'�7�4 28JL!C�211- I�_E-1E 118' 6, 36'_ 36' 36' 36' 36' 36' 31' - - 214' \\\\\ 11 5 C67 -W, BROKEN GABLE ST L56 L55 \ c6 _ _ _ \\ \ \\\ C�� /tea 2 C63 11T 50' 50' 50' 50' 50' 50' S0' \ \\ 6 \ v 8 I n 9 1 n 10 1� 11 IM 1 n 1� I� lt o 17 12 13 14 15 "D 16 \\ �' 7 I� I� I� Ir 17 r I- \ BLOCK 7 2� 59' 70' 50' 50' 50' 50' 50' 50' 50' I 50' 50' MATCHLINE SEE SHEET 04 KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 L O U z w a Ln o� o N �\ o - o � a oclD z a z � m - o N o r cn w � EYo- o u o omll� N o . o Ool o ol m O W O z Y m n Y N II p � � o Z > U7 } N vO M p \ v W WLLj z z M 0 0 W � = Q (n (n o o 0 o H CL J Q a 2 Z Q Ld z Q a 0 Q Ld w Ld V) a_ (N W H FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-PP 02 of 17 PROP. JACKSON RIDGE ESTATES SUBDIVISION W. HARRIS ST (NOT A PART) _ - S89°11'47"E 983.84' FOUND BRASS CAP AT NE CORNER OF SE 4 OF SEC 26, T3N, R1 W. —�S89°11'36"E=421.98'� -------------------- PHASE LINE------861'------------------------------- ---- _ - 88 A2. _ 61- 36" C26 1 -- - __ __ y0 6 60' 50 50' 60' 60' 60' 50' 50' 60' 60' 60' 50' S0' - - - 49' 50' 57' 98' �6 I I4 I-t M IM IN IN IN IN N 14 N 13 N 12 N 11 N 10 N 9 N 8 N 7 N g N 5 N 4 N 3 N 2 N 1 �I O l0 �I 4 �I 2' I`- I� I� I� I�I� 2 3 �I �I 5 i� B BLOCK 4 2 I I BLOCK 6 cc tx 11' 15 ^ W 1 �, C28 20' 40' 50' 50' 49' - - 60' 60' 50' 50' 60' 60' 60' 50' 50' 72' 54' 50' 17' C29 C3C N M g - - - - - - - 0 40 G� -- -- -- 18 - - W. BURNING OAK ST L44 — — L45--� _146 6 BLOCK 4 121' - - - - - - - - - 35' 40' 40' 40' 40' 65' 40' 40 40' 40' 40' 40' 40' 40' 40' 55' 40' 40' 40' 35' C23 77' C32 0 105' 39 14' 14 C33 7 o I I Ill 0 0 0 0 0 0 0 0 0 0 0 0 '0) 0 I- 121_1110201 3�1 4� 5�1 6�1 7 178 I�9 �10 1�11 I712 713 1714 1�15 �1s7 17 �18 �19 �20 �210 �221 38 LID l I °? 10' I I I I I I I I I I I I LID I 110' J 1 N 121' _ _ PHASE 2 1 O I o 8 40' 40' 40' 40' 40' 65' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' I PHASE 4 W 37 0o Q o 55' W 1 m I I I I LINE I � � - 121' - I j 144I0 01 oI oI o1 01 to to to Io to to Io to to 01 to to Io to of I 0 9 0 W 43 42 41 40 39 38 = 37 36 35 34 33 32 31 - 30 - 29 — 28 27 — 26 — 25 24 —23 C O O c36 0nUJI14' BLOCK 5 y _ _ _ _ _ Q 7 4 N 110' W 121' I i Z 35' 40' 40'- 40' 40_ 65' 40' 40'- -40' 40_ 40' 40' 40' 40' - 40' - 55' 40'- -40' 40' 35' 10 0 = v 35 00 l - - - - 1� IND o _ _ o Q 121' L49 — — — L48 W. TWIN VIEW ST — — G� 110' c1l _ � 11 o I 14 ( d 190' 1 37' 42' 42' 42' 42' 42' 42 40' 40' 55' r 40' 40' 40, 22' 34 I 1 14' 105 105' 14' 7 C36 121= 1 n 7 2 �� 28 7' 14 _ - IIr 110' M M I -1 � I I I �- --l o 161 15 0co 12 0 110' o o22 21 0 ' n30 of 28 26 ofof 24 20 19 18 1733 3 o27 o - 7I co O - 121= � I I � 110' I� 110' - - -110' 2 o I J 4 0 26 0 0 �2'- _ 42' 42' 42' 42_ 42' - 4_2' 40' 28' 55' 40' 40' 40' 40 o o I . 121' PHASE 4 -- I -- J I B PHASE 3 1� ° 13 O I y f� -0I I� 0 110' 110' I 15 30 SE 4 110' 30' PHASE 1I 5 0 25 0 31 0I - - I 1n PHASE LINE 110' 110' 31 N 45 I_ 121- s 't 24 o I � I BLOCK 6 ( 30 7' 110' 110' I I 30' 110' 116_ 14' 0 7 23 0 — _ _ — _ — — I oUD 47 0 _ _ _ 29 - - - 110'- - 110' O 42 42' 42' 42' 42' 42' 42' 40' 40' 40' 40' 40' 40' I Lo o 2 _ _ M N 8 N BLOCK 8 22 N J I � 110' 0. O n _- T 110' 110' W I to of of of of of of of o Io Io Io Io Io iv o o o 9 0 21 o y 1 - 32 33 34 35 36 37 r 38 = 39 40 41 42 43 - 44 46 48 0 1 o 50' 55' co)I I I I I I I I I I I ro. _ _ _ _ I 14' o PHASE LINE 110' 17 C37 I 110' zl 0 49 0 Q 10 0 20 37' 42' 42' 42' 42'L 42' 42' 52' 40' 40' 40' 40' 40' 25' 1 0 0 In 18 n 19 o Z - - - - - - -L - - cab 110' 110' L53 o — — W. CORN CRIB ST 9 I W 11 0 19 0 C�6 I 110' I Br6l' p 50' Q 110' + 110' �^ 28' 42' 42' 42' 42' T 42' 42' 42' 40' 42' 42' 42' 42' 35' 50 01 U -00 o 1218 0� I �— i —�T—T�--�-- 14'- 11 - _ 0 0 0 0 0 0 0 0 0 0 0 0110' J �I �I �I �I 110' oN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I_0 51 � � 13 +04 17 o ao 7' 110 — I — —110 C75 I I 7' 07' 16 I— L I I 110' 16' 1_ A- F —109' 0 43' I 42' I 42' 42' I 42' I 42' I 42' I 42' I 40' I 42' I 42' I 42' I 42' I 40' 15 z 1 0 52 00 d U O C;�2 1, O Lu _ L38 C1 ;73 15 U' p I'U 1 110'Lij 1 47' 29 d o28 27 26 25 24 23 22 J 21 20 J 19 18 17 16 0 53 0co LID_ ^N �N r,� I �� I I BLOCK s I B I 14 - �— - - 7' _ 110' _ C� 15 (V v o 14 68.68 C78 11' 42' 42' 42' 42' 42' 42' 40' 42' 42' 42' 42' 35' 0 54 0 So, C36 0 0 U 2 10' 50' C174 W. SHAKER ROUND ST — L35 _ ~ 44 110' C81 ���, 4 0 5 o Cg2 C83 49' 60' 60' 60' 50' 50' 60' 60' 55' l_0 55 0 \i i 7 I co 3 ^'N 6 BLOCK 10 �� 0 14 ^�I i 8 9 10 11 12 13 14 15 16 110' I� w�w I0 I0 I� I� I� I� I� to l0 56 0 I 7 I� ¢�= I� I� I� I� BLocK10 I� I M I I I II J I I 50' a o 60' 60' 40' 50' 50' 60' 60' 60' MATCHLINE SEE SHEET 05 KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 L O U w u a Ln � N 0 �\ o cn cn o m o N �a o clD z a z cn m o - T o r w w Y o o� o ■ � N 0 o � o m N o . o Om o ol m O W z Y m (n Y N I p [ifo z >- U7 } N M } M rn v> O M p \' 1.1 Z Z W M (n (n o o 0 o I— J CL I— Q Z W z a CL �o Ld w W N (N LLJ I - FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-PP 03 of 17 a a Q w a 0 r m \ \\ MATCHLINE SEE SHEET 02 � \ Z 0 cn \ > Ld [if PHASE LINE \ \ 24 )\ \ \ 9• \\ \ ^ 23 \ 20 R8131780600 25 C88 spy `\ A �'A.y� `6� BLOCK 7 o 0 ZONE: RUT /5 GAO / A y9 :9 6 z A C86 \ 14 / 26 5D 22 SO• S�6 15 / \ / , °' 21 6, j \ \ \ GPI /14'\< SS• ��8 / O \ \ \ \ �� 27 SJGPQ` / ^oh 7 \ 20 2 ` �00 \ L `vo �� \ 2E gyp. \ L `' 100 / \ Q �p \ 10' �°'0 6p / O 6 O> N 2p / \ 3 ti� O• ^^ 19 0)O 1 A \ SS' 14/JC1P / 28 \ \ \ a O• Q \ ` 29 30� T A / �P 00 00, V A oo a \\\ \lei N \,:Oo , 3p / C92 16 2p/ 5 SS. 14 1 6 A V `\ z °' \ \ \ h \ 6c), o O \s 2 7Cj\F6' C6 o R7533680200 ✓ 31 15 6 7 ZONE: RUT / � O• �o• o � `� � a ` \X\ gyp, B /��o / 3°2 �'op O Ln ol m 15 N 6 s �2q S C103 / �� \^4g• SQ �S O C104 PHASE LINE \ 0 Y m 14 /N'`O \ \ 4 10, 9 I o m N ~ oN �9 , g m \ `96,, Q BLOCK 11 \/ SS,, % BLOCK 12 p= j o m o \ 32 91'�� 7 S 29 \�W W Z Z Y M 14' —117' \ \ Q Q cn Q W 10 N� v v0v0 oo� o \ / 13 / �O� �' 1 5 e°• �^o ��o P,� c107 w0 3 ^� V 1I 03 Q 33 12 3= 3 s \ �O�/ 5� N \ O NG - 3' h �V - `��• /,��,o ems' S• c� ,, Q� � `�• Q CL 0 5 Q as \ 34 —J O o� C93 GO c\c O� C� 2 3 BLOCK 1 9) 62 Z Q tiAss \ , N4/ C94 C95 36 / W Ld Q 35 � p w �iSS9 a 0 00 99, s\ �KEY MAP J R7533680300 \ 35 \ / U V 2� NOT TO SCALE ZONE: RUT A _N W 79 W H co Z a 45_ ^N / J wa \` 4 Q F �� N�3432g„w � � - 3 NORTH FOR REwEw ONLY NOT FOR CONSTRUCTION �3 S1226428970 ZONE: RUT Kimley))Horn w� GRAPHIC SCALE IN FEET ENGINEER T. BARD 30 60 120 PE NO.19946 DATE 01 21 30 PROJECT NO. 093861000 0p DRAWING NAME zo 1000-PP-PP �a 0� �o 04 of 17 120, 21 C70 /rn so, C69 110, 176 <0 S0, o ' / / 00 31 30 0/ / 60, MATCHLINE SEE SHEET 03 22 U 102\ 29 �/ 50' I 110' OI I I 8 Ln 0 � O�j 1s� S0, 28 0/ PHASE LINE I I I I I I I 57 — - - 115 \ SO' / I o 27 l 0 26 0 25 1 0 24 l 0 23 l 0 22 1 0 21 l 0 20 l 0 19 10 18 1 0 I 110' I C66 1S C4p I n 58 oI LO C65 60, �0' rn� 23 /, \ 2C85 14 C40 7 / 24 /, 0 C84 42' 50' 60' 60' 60, 50' 50' 60' 60' 55' N C41 110' 25 43, 6p / /� 26 /� 74S J� C171 — W. FALLOW RUN DR —L33 U 59 I 27 /, 14' C47 C46 - - - - - - - - - - - 60, / ,29' 50' 60' 60' 50' 50' 60' 60 60' 50' C44 G \ �� 28 0/ 1� 15'7 5 C45 \ \ \\ \�0 I1N II I 72 1� I 69 I 68 I 67 1 66 1 65 1 64 1 B3 I 62 I 61 1 _ 60 J 17G / F BLOCK6 2 j, 15 10 68' $$ S0 \4j7 F I �cp\ C ,1 �' 4 0� S 8 C49 27' 50' 60' 60' 50' 50' 60' 60' 60' 50' 72' 4 �` 5 0// S0� C11 0 -- 27'=N-------------------------- PHASE 3 700'----------------- ------- ---- —� 6 0 / 50, C170 PHASE 1 BLOCK 13 C113 / 7 0 / / Sp, — L12 — S. MONITOR BARN AVE. L13 _ 772� 1 Cl 12 C114 ^/ 8 PHASE 1 I i G 1 _o l SO' C121 _ -------------273'----------- ----- LINE PHASE 7---------- 3 32 / 9 0 / C116 _ _ �6• L� PHASE LINE BLOCK 16 �= C110 S0, ^/ 10 0/ 3' C117 33' 50' 50' S0' 50' 50' I V C109 "/ \ SO' ^/ 11 / C120 23' 20' 20' 20' 23' 23 20' 20' 20' 23' 23' 20' 20' 20' 23' , -76 Sp ^/ 12 o I 13 I I I I I 1 `EX 2 4 6 7 9 1 13 15 I -O o 6� Sp �I o 14 o 15 0 16 0 17 0 18 0 19 � U i� ro i' 2 7° �� 60,\ S0, 3> 14 to Io Io Io o io io Io Io Io Io io io Io Io Io Io 0 \ 14' Q' \ C71SL I- <2 C118 7 C154 13 5 8 10 12 14 16 9 / C119 33' 50' _ 50' _50' 50'_ 45' 12' 2' 6' 23' 8' 20' 18' 23 20 23 20 20 20 23' 20' 8 / SS' C167 1�17' W. WIND VANE DR L15 W. WIND VANE LN (PRIVATE) o I \ 7pp\ \ / ^ 7 /0 14' C74 M I I cV ; ` BLOCK 14 / .� 6 0, 2 C143 C144 DSO 23' 14' 20' 23' 33' 23' 20' 20' 23' ci \ h 72' 0 / 20' 56' 51' 52' 0 4 c 15 c0 1 / 20' J 15 7 52' S22 11 L100' N / 0 40 C145�1 io I Irn O O1 ~ 0N 35 15 O IO I N100N 1 02O to16 01 17 18 19 20 21 22 — 26 22 21 20 192 36100' NM I0 60� _ C4140 37 -I I- -I Ln Z0 37 0MN 1� 49' B O 1OO' 2 4 S 15 23' z 38CN C739_kcq: 100' 20' 21' 35' 45' 52' 22' 30' 52' p 1 a 100' _ o Iy 6� 14' / / 0 6' PHASE LINE ¢ BLOCK16 18 I 231Do' 39 N H I cn 142 AYSrOR 7S• 7 13 I 01 01 0 0 C O - F�R 14' I 11 10 9 1 = 8 1 vj 1 23' 20' 20' 23' 23' 20 20' 23' 15 N 40100' N 1 7' r.l �1 �I I I 0 0l 3 C736 /0 183, — C135 �721S'1 j»w 200, l �\ C166 27g S3 C721 4 — \ 5 \ \ / N;�0 Sp 07 •W \ ` BLOCK 15 � \ 603 86' -200, 604 \ S1226429900 ZONE: RUT N8�2"W FOUND BRASS CAP AT J SE CORNER OF SE j of SEC 26, T3N, R1W. BLOCK 15 N 100' 41 N 28 30 32 34 � r` . I r\j C134 41' 80' 80' 34'_ w w o 0 0 0 0 0 0 0 0 t o I N 42100' - N -C133 U) v) o �I �I �I O I� I� I_ o 100' y L20 d C) 27 29 31 33 0 J N 43 N 100' 23' 20120' 23' 27' 23' 20' 20' 23' G �� 0 44 0 100' N I 1 r7 158' c�29\ — — W. POLE BARN LN (PRIVATE) 17 oN 100' 45 oN 1 200 46 �0 0 N ' G�h �S� N 100 N / Cl 5-1 I I N 1 OO 72 N N 100- 71 N N 47 rn 11' _ �\ 6 / 1 FI)7 100' O I I CD 70 100 0 1 OO' N _ _ N CN O 48100 0I ^5 100'74 0l I 100 69 I o- N 10049 oI CN 100 io N 68100' / 7 — — N N I N 50 100 1 OO' _ N / 100' 14 I I N BLOCK 16 - N 100' 100' 04 0 100� , M \\ N 76 N N 67 N N 1OO' S1 N Lu r ` 107� uwi o 77 100' N I I 66 100' o O O vI N 52100 NI - - 2 2 I0 100'78 0l l0 100' 65 0 N 53 o 100' l a a N _ N N N N 1OO' N �- 100' 100 ro 79 r� 64ih i�1 54 M �N _ N C N N N 100 _ � C' , 100' 15 1 oo' ^� - 1 \4__ 200' S� \Ss 72' rn W. TAVERN LN (PRIVATE) I 0 W. 165' 23' 7600' 23' 20' 23' 20' 20' 23' >-9�' 62 58 56 I. I I ,73p, 10 0 0 o to to 0 0 o IO 61 59 57 55 MATCHLINE SEE TOP M KEY MAP NOT TO SCALE L O U z wLn u a � u N �\ con o � o o N �a o aD z � a z cn m o T o r cn w co Y o o o ■� N O a� o o m o . Ool o ol m O W O Z Y m (n Y Q N I p o Z n } N m } m vv p O mLd m \ Ld Z Z W M (n (n o o U o H CL J Q 2 Z Lr- Ld z Q 1 0 CL Q Ld W Ld N U) LLJ H I I NORTH FOR REwEw oN�Y NOT FOR CONSTRUCTION Kimley*Horn GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 RE NO.19946 DATE 01 21 I PROJECT N0. 093861000 DRAWING NAME 1000-PP-PP rO 5 of 17 a a w F- a 0 r m z 0 w 0 z cm O U z w vn 0 ¢ o� U N / \ O N O 0O N o � �z z ° o Q Uv z N 0 N U N O = N N00 w J � U O Y O t o N p � 9 m N O m 0 0 mm m lol o Nye o z m V7 } 04 r m x> o m o \ w W M J J 3: U W U U w CK 2 ¢ Vl Vl coo 0 N <s wo au <o ,z xo Q W oY io J/� V Y M C L 1 1 1 > p 2 a� Q W Q a 0 m cZ_>/ N< L w. J Z z mz w C) Q o _ �H oN J o< Q v �< W w� (N Q o 1w in o. W o; z .o �F a z< <z< o az ¢ ?o wa x� po H� z. Na �w a� FOR REVIEW ONLY o'o NOT FOR CONSTRUCTION o� a Kimley»)Horn UJ o0 ENGINEER T, BARD PE NO. 19946 DATE 01 21 xz PROJECT NO. 3w wz 093861000wD DRAWING NAME zo w I� 1000-PP-PP 06 OF 17 U- .z �< �o CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT Cl 217.00' 120.73' N73°11'46"W 119.18' 31°52'40" 61.97' C2 283.00' 157.68' N73°13'10"W 155.65' 31°55'27" 80.95' C3 30.00' 25.15' S23°11'46"E 24.42' 48°01'46" 13.37' C4 50.00' 41.91' S23°11'46"E 40.70' 48°01'46" 22.28' C5 50.00' 78.54' S45°49'07"W 70.71' 90°00'00" 50.00' C6 50.00' 78.54' N44°10'53"W 70.71' 90°00'00" 50.00' C7 50.00' 41.91' N24°50'00"E 40.70' 48°01'46" 22.28' C8 30.00' 25.15' N24°50'00"E 24.42' 48°01'46" 13.37' C9 50.00' 37.67' S20°45'58"E 36.79' 43°10'09" 19.78' C10 50.00' 180.73' N34°05'47"E 97.22' 207°06'22" -207.42' C11 30.00' 10.28' N59°38'29"W 10.23' 19°37'50" 5.19' C12 30.00' 26.52' N24°30'14"W 25.66' 50°38'41" 14.20' C13 368.50' 287.99' N21°34'12"W 280.71' 44°46'38" 151.80' C14 30.00' 10.53' N9°14'14"W 10.48' 20°06'42" 5.32' C15 52.00' 34.03' SO°32'52"E 33.42' 37°29'26" 17.65' C16 52.00' 40.76' S40°39'08"W 39.72' 44°54'36" 21.49' C17 52.00' 43.40' S87°01'08"W 42.15' 47°49'22" 23.06' C18 30.00' 3.80' S72°41'45"E 3.79' 7°15'08" 1.90' C19 30.00' 6.73' S82°45'06"E 6.72' 12°51'34" 3.38' C20 126.50' 26.44' N5°10'09"W 26.39' 11°58'32" 13.27' C21 126.50' 164.28' N48°21'38"W 152.98' 74°24'26" 96.03' C22 126.50' 7.99' N87°22'22"W 7.99' 3°37'02" 3.99' C23 60.00' 4.29' S2034'23"W 4.29' 4°05'44" 2.15' C24 60.00' 27.13' S17°34'23"W 26.90' 25054'16" 13.80' C25 60.00' 62.83' S60031'30"W 60.00' 60000'00" 34.64' C26 286.00' 60.38' S84°45'21"W 60.27' 12005'45" 30.30' C27 214.00' 44.48' S84°39'45"W 44.40' 11054'33" 22.32' C28 30.00' 10.53' N80028'10"E 10.48' 20006'42" 5.32' C29 52.00' 21.90' N82°28'51"E 21.74' 24°08'05" 11.12' C30 52.00' 44.70' S60°49'36"E 43.33' 49°15'00" 23.83' C31 52.00' 40.30' S14°00'04"E 39.30' 44°24'03" 21.22' C32 52.00' 11.29' S14°25'05"W 11.27' 12°26'15" 5.67' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C98 883.50' 151.73' S55°12'47"E 151.54' 9°50'24" 76.05' C99 630.00' 71.90' N19°26'03"E 71.86' 6°32'21" 35.99' C100 630.00' 163.59' S51°23'52"E 163.13' 14°52'41" 82.26' C101 650.00' 50.27' S46°10'27"E 50.26' 4°25'51 25.15' C102 650.00' 40.07' S50°09'20"E 40.06' 3°31'55" 20.04' C103 30.00' 10.53' N54°00'52"W 10.48' 20°06'42" 5.32' C104 52.00' 12.19' N57°21'25"W 12.16' 13°25'36" 6.12' C105 52.00' 46.43' N25°03'45"W 44.91' 51°09'44" 24.89' C106 52.00' 59.57' N33°20'09"E 56.36' 65°38'04" 33.53' C107 30.00' 10.53' N56°O5'50"E 10.48' 20°06'42" 5.32' C108 826.50' 137.60' N55°08'57"W 137.44' 9°32'19" 68.96' C109 30.00' 10.53' S16°33'33"W 10.48' 20°06'42" 5.32' C110 52.00' 26.55' S21°07'48"W 26.26' 29°15'12" 13.57' C111 52.00' 37.01' S56°08'48"W 36.23' 40°46'48" 19.33' C112 52.00' 39.96' N81°27'01"W 38.98' 44°01'34" 21.02' C113 52.00' 7.48' N55°18'55"W 7.48' 8°14'38" 3.75' C114 30.00' 10.53' N61°14'57"W 10.48' 20°06'42" 5.32' C115 453.50' 59.26' N75°02'55"W 59.22' 7029'14" 29.67' ClC116 343.50' 44.89' S75°02'S5"E 44.86' 7°29'14" 22.48' C117 343.50' 47.96' S82047'32"E 47.92' 8000'00" 24.02' C118 453.50' 63.32' N82°47'32"W 63.27' 8000'00" 31.71' C119 453.50' 21.23' N88008'01"W 21.23' 2040'58" 10.62' C120 343.50' 16.08' S88008'01"E 16.08' 2040'58" 8.04' C121 323.50' 102.59' S80023'24"E 102.16' 18010'11" 51.73' C122 388.00' 57.86' S22°20'33"W 57.81' 8032'41" 28.99' C123 570.00' 60.46' S19012'11"W 60.43' 6004'38" 30.26' C124 550.00' 66.60' N21°11'52"E 66.56' 6°56'16" 33.34' C125 60.00' 16.21' N10°00'14"E 16.16' 15°28'49" 8.16' C126 60.00' 77.04' N34031'14"W 71.86' 73034'08" 44.86' C127 767.50' 51.84' N73°14'25"W 51.83' 3052'13" 25.93' C128 767.50' 191.55' N82°19'30"W 191.05' 14°17'59" 96.27' C129 30.00' 36.88' N54°25'10"W 34.60' 70°26'25" 21.18' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C33 30.00' 10.53' S10°34'51"W 10.48' 20°06'42" 5.32' C34 60.00' 62.83' N30°31'31"E 60.00' 59°59'S9" 34.64' C35 60.00' 13.12' N66°47'31"E 13.10' 12°32'00" 6.59' C36 60.00' 18.29' N81°47'31"E 18.22' 17°28'00" 9.22' C37 60.00' 15.16' N82°14'10"W 15.12' 14°28'39" 7.62' C38 60.00' 16.26' N67°14'10"W 16.21' 15°31'21" 8.18' C39 60.00' 62.83' N29°28'33"W 60.00' 59°59'54" 34.64' C40 30.00' 5.22' S4°27'42"E 5.22' 9°58'24" 2.62' C41 30.00' 5.31' S14°31'03"E 5.30' 10°08'18" 2.66' C42 52.00' 42.80' N3°59'27"E 41.60' 47°09'16" 22.69' C43 52.00' 44.74' N52°13'05"E 43.38' 49°18'00" 23.86' C44 52.00' 30.65' S86°14'S1"E 30.21' 33°46'08" 15.78' C45 30.00' 10.53' N79°25'09"W 10.48' 20°06'42" 5.32' C46 323.50' 19.66' S87°44'02"E 19.66' 3°28'55" 9.83' C47 323.50' 44.41' S82°03'37"E 44.37' 7°51'55" 22.24' C48 256.50' S2.38' S77°09'18"E 52.29' 11°41'59" 26.28' C49 256.50' 28.97' S86°14'23"E 28.95' 6°28'12" 14.50' C50 276.50' 87.68' S80°23'24"E 87.32' 18°10'11" 44.21' C52 308.50' 241.10' S21°34'12"E 235.01' 44°46'38" 127.08' C53 288.50' 22.45' N1°24'39"W 22.45' 4°27'32" 11.23' C54 173.50' 12.39' N1°13'36"W 12.38' 4°05'26" 6.20' C55 288.50' 74.68' N11°03'21"W 74.47' 14°49'S1" 37.55' C56 173.50' 44.97' N10°41'49"W 44.84' 14°51'00" 22.61' C57 288.50' 74.56' N25°52'31"W 74.35' 14°48'27" 37.49' C58 173.50' 44.97' N25°32'49"W 44.84' 14°51'00" 22.61' C59 288.50' 53.78' N38°37'08"W 53.70' 10°40'47" 26.97' C60 173.50' 44.97' N40°23'49"W 44.84' 14°51'00" 22.61' C61 173.50' 44.97' N55°14'49"W 44.84' 14°51'00" 22.61' C62 173.50' 44.97' N70°05'49"W 44.84' 14°51'00" 22.61' C63 173.50' 35.31' N83°21'06"W 35.25' 11°39'34" 17.71' C64 570.00' 223.27' S55°10'49"E 221.85' 22°26'36" 113.09' C65 30.00' 10.53' N81 °21'39"W 10.48' 20°06'42" 5.32' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C130 50.00' 26.43' N34°20'33"W 26.12' 30°17'10" 13.53' C131 50.00' 80.44' S84°25'25"W 72.04' 92°10'53" 51.94' C132 50.00' 73.20' S3°36'35"E 66.84' 83°53'O6" 44.93' C133 50.00' 38.33' S67°30'49"E 37.40' 43°55'22" 20.16' C134 720.50' 34.51' S88°06'10"E 34.50' 2°44'38" 17.26' C135 720.50' 78.78' S83°35'54"E 78.75' 6°15'55" 39.43' C136 720.50' 76.69' S77°24'59"E 76.66' 6°05'56" 38.38' C137 610.50' 35.29' S87°49'08"E 35.29' 3°18'43" 17.65' C138 610.50' 35.29' S87°49'08"E 35.29' 3°18'43" 17.65' C139 610.50' 58.71' S83°24'28"E 58.69' 5°30'36" 29.38' C140 610.50' 66.09' S77°33'06"E 66.05' 6°12'08" 33.08' C141 610.50' 66.09' S77°33'06"E 66.05' 6°12'08" 33.08' C142 500.50' 43.15' N78°10'S9"W 43.13' 4°56'22" 21.59' C143 500.50' 48.13' N83°24'28"W 48.11' 5°30'36" 24.08' C144 500.50' 28.93' N87°49'08"W 28.93' 3°18'43" 14.47' C145 20.00' 14.15' N19°44'44"W 13.86' 40°32'30" 7.39' C146 20.00' 31.42' N45°31'30"E 28.28' 90°00'00" 20.00' C147 28.00' 43.98' S44°28'30"E 39.60' 90°00'00" 28.00' C148 28.00' 43.98' N44°28'30"W 39.60' 90°00'00" 28.00' C149 28.00' 43.98' S45°31'30"W 39.60' 90°00'00" 28.00' C150 28.00' 43.98' S45°31'30"W 39.60' 90°00'00" 28.00' C151 28.00' 43.98' N44°28'30"W 39.60' 90°00'00" 28.00' C152 28.00' 43.98' S44°28'30"E 39.60' 90°00'00" 28.00' C153 28.00' 43.98' N45°31'30"E 39.60' 90°00'00" 28.00' C154 20.00' 14.15' S69°12'15"E 13.86' 40°32'30" 7.39' C155 28.00' 43.98' S45°31'30"W 39.60' 90°00'00" 28.00' C156 28.00' 43.98' S44°28'30"E 39.60' 90°00'00" 28.00' C157 58.00' 90.76' N44°38'53"W 81.78' 89°39'12" 57.65' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C66 52.00' 35.45' N71°53'15"W 34.77' 39°03'30" 18.44' C67 52.00' 30.54' N35°32'02"W 30.10' 33°38'57" 15.72' C68 52.00' 43.59' N5°18'15"E 42.32' 48°01'38" 23.17' C69 52.00' 8.61' N34°03'44"E 8.60' 9°29'20" 4.32' C70 30.00' 10.53' N28°45'03"E 10.48' 20°06'42" 5.32' C71 476.50' 151.11' N9°36'36"E 150.48' 18°10'11" 76.19' C72 323.50' 41.79' N75°00'22"W 41.76' 7°24'08" 20.93' C73 276.50' 58.59' S12°17'20"W 58.48' 12°08'29" 29.41' C74 276.50' 27.47' S3°22'18"W 27.46' 5°41'35" 13.75' C75 323.50' 12.52' S1°38'01"W 12.52' 2°13'01" 6.26' C76 323.50' 88.45' S10°34'31"W 88.18' 15°39'58" 44.50' C77 276.50' 49.71' S77°49'21"E 49.64' 10°18'02" 24.92' C78 276.50' 31.38' S86°13'26"E 31.36' 6°30'08" 15.71' C79 276.50' 32.88' N74°42'40"W 32.86' 6°48'45" 16.46' C80 523.50' 59.13' S15°16'29"W 59.10' 6°28'18" 29.60' C81 523.50' 1.68' S18°36'10"W 1.68' 0°11'04" 0.84' C82 323.50' 16.07' N72°43'40"W 16.06' 2°50'43" 8.03' C83 323.50' 85.95' N81°45'42"W 85.70' 15°13'22" 43.23' C84 276.50' 79.82' S79°34'31"E 79.54' 16°32'26" 40.19' C85 276.50' 7.86' S88°39'37"E 7.86' 1°37'46" 3.93' C86 30.00' 10.53' N33°54'10"W 10.48' 20°06'42" 5.32' C87 52.00' 28.92' N39°46'S5"W 28.55' 31°52'11 14.85' C88 52.00' 60.00' N88°46'19"W 56.73' 66°06'38" 33.84' C89 52.00' 29.26' S42°03'04"W 28.88' 32°14'35" 15.03' C90 30.00' 10.53' S35°59'08"W 10.48' 20°06'42" 5.32' C91 60.00' 62.83' S16°02'29"W 60.00' 60°00'00" 34.64' C92 60.00' 31.42' S28°57'31"E 31.06' 30°00'00" 16.08' C93 30.00' 8.95' S35°24'55"E 8.91' 17°05'12" 4.51' C94 52.00' 99.39' S78°36'08"E 84.94' 109°30'37" 73.59' C95 52.00' 18.80' N36°17'10"E 18.70' 20°42'47" 9.50' C96 30.00' 10.53' N35°59'08"E 10.48' 20°06'42" 5.32' C97 873.50' 153.96' N55°04'S9"W 153.77' 10°05'57" 77.18' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C158 250.00' 139.09' N73°11'46"W 137.31' 31°52'40" 71.40' C159 250.00' 139.30' N73°13'10"W 137.50' 31°55'27" 71.51' C160 338.50' 264.54' S21°34'12"E 257.86' 44°46'38" 139.44' C161 36.50' S7.33' N1°02'29"E 51.62' 90°00'00" 36.50' C162 850.00' 234.15' S55°29'37"E 233.41' 15°46'59" 117.82' C163 600.00' 109.44' S21°23'23"W 109.28' 10°27'01" 54.87' C164 411.50' 63.71' N22°10'46"E 63.65' 8°52'15" 31.92' C165 36.50' 56.73' N26°46'50"W 51.19' 89°02'57" 35.90' C166 744.00' 235.94' S80°23'24"E 234.95' 18°10'11" 118.97' C167 477.00' 151.27' S80°23'24"E 150.63' 18°10'11" 76.27' C168 600.00' 203.43' S53°40'19"E 202.46' 19°25'35" 102.70' C169 600.00' 82.94' S67°20'42"E 82.87' 7°55'12" 41.53' C170 300.00' 95.14' S80°23'24"E 94.74' 18°10'11" 47.97' C171 300.00' 95.14' N80°23'24"W 94.74' 18°10'11" 47.97' C172 500.00' 94.90' N13°15'27"E 94.76' 10°52'29" 47.59' C173 300.00' 56.94' S76°44'33"E 56.85' 10°52'29" 28.56' C174 300.00' 95.14' S80°23'24"E 94.74' 18°10'11" 47.97' C175 300.00' 95.14' S9°36'36"W 94.74' 18°10'11" 47.97' C176 500.00' 63.66' N4°10'22"E 63.62' 7°17'42" 31.87' C177 150.00' 235.62' N44°10'53"W 212.13' 90°00'00" 150.00' C178 36.50' 57.33' S45°31'30"W 51.62' 90°00'00" 36.50' C179 36.50' 57.33' N45°31'30"E 51.62' 90°00'00" 36.50' C180 36.50' 57.33' S44°28'30"E 51.62' 90°00'00" 36.50' LINE TABLE LINE LENGTH BEARING L1 26.50 S89°10'S3.20"E L2 485.61 NO°49'06.80"E L3 333.50 NO°49'06.80"E L4 278.50 N89°10'53.20"W L5 188.50 N89°10'53.20"W L6 493.80 SO°49'06.80"W L7 127.84 SO°49'06.80"W L8 462.44 S43°57'31.34"E L9 163.28 S43°57'31.34"E L10 355.97 S71°18'18.10"E L11 60.61 S71°18'18.10"E L12 316.71 S89°28'29.53"E L13 478.50 S89°28'29.53"E L14 177.00 NO°31'30.47"E L15 316.71 S89°28'29.53"E L16 334.36 S71°18'18.10"E L17 169.19 N26°36'53.68"E L18 325.05 N71°18'18.10"W L19 267.00 S18°41'41.90"W L20 235.15 S89°28'29.53"E L21 26.50 SO°31'30.47"W LINE TABLE LINE LENGTH BEARING L22 188.50 S63°23'06.32"E L23 172.51 S16°09'52.47"W L24 327.45 S26°36'53.68"W L25 134.18 S46°02'28.66"W L26 548.88 N43°57'31.34"W L27 230.50 N46°02'28.66"E L28 342.33 S43°57'31.34"E L29 243.05 S43°57'31.34"E L30 132.82 S46°02'28.66"W L31 188.50 S46°02'28.66"W L32 178.50 S18°41'41.90"W L33 585.64 N89°28'29.53"W L34 266.99 SO°31'30.47"W L35 542.92 S89°28'29.53"E L36 31.90 S71°18'18.10"E L37 179.88 S71°18'18.10"E L38 18.37 S82°10'47.30"E L39 163.82 S18°41'41.90"W L40 320.12 S71°18'18.10"E L41 208.33 SO°31'30.47"W L42 298.84 SO°31'30.47"W LINE TABLE LINE LENGTH BEARING L43 230.50 SO°31'30.47"W L44 659.37 S89°28'29.53"E L45 204.36 NO°48'13.48"E L46 211.46 S89°28'29.53"E L47 230.50 NO°31'30.47"E L48 603.83 S89°28'29.53"E L49 267.00 S89°28'29.53"E L50 392.04 SO°31'30.47"W L51 120.99 SO°31'30.47"W L52 36.88 S18°41'41.90"W L53 603.83 S89°28'29.53"E L54 237.99 SO°31'30.47"W L55 290.93 N89°10'53.20"W L56 313.52 N89°10'53.20"W L57 129.70 NO°49'06.80"E L58 285.30 NO°49'06.80"E L59 463.52 S89°10'53.20"E L60 208.50 NO°49'06.80"E L61 565.00 NO°49'06.80"E L74 88.94 N89°08'05.57"W L77 186.96 N89°10'53.20"W a a w F a 0 r m z O 0 w O z O U N Li � ¢ 00 N U / \ o N � m N N a 00 z 0 0 Q �v z N N U o _ w o N 00 w J U O Y O t � 0 U2 N p � 0] N o N 0 ON O U rn m O Y w m N � O � O z m V7 } m 04 x> r o m o w W \ M J J 0� U U U w Of 2 W ¢ Vl Vl ��U � N ¢a wo KN as Z. .0 oY Q J/� U0 CL / /'� LLJ 0 J 2 a~ a3 (� Q W Q Z Q 0 N< � J Z U z 0 W LJ Q U o �� oN oa a Q w wQ a_ m W w� (N 0 Iw N N� W o; H �m .0 �F �a z< -o <o ?0 wa x� 00 z� z� �a �w a� FOR REVIEW ONLY o'o NOT FOR CONSTRUCTION o� a Kimley»)Horn �� 00 ENGINEER T, BARD PE NO. 19946 DATE 01 21 xz PROJECT NO. 3w LOT TABLE LEGEND _< ossssl000 DRAWING NAME BLOCK X* COMMON LOT Z'a W0 �a BLOCK X** COMMON DRIVEWAY LOT 1000-PP-PP 07 of 17 U- 9� N< �o LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 1 20,320 0.47 2 BLOCK 1 20,500 0.47 3 BLOCK 1 19,408 0.45 4 BLOCK 1 20,313 0.47 5 BLOCK 1 20,387 0.47 6 BLOCK 1 19,136 0.44 7 BLOCK 1 20,000 0.46 8 BLOCK 1 20,000 0.46 9 BLOCK 1 20,000 0.46 10 BLOCK 1 20,000 0.46 11 BLOCK 1 20,000 0.46 12 BLOCK 1 20,000 0.46 13 BLOCK 1 19,780 0.45 14 BLOCK 1* 336,163 7.72 15 BLOCK 1 20,143 0.46 16 BLOCK 1 20,500 0.47 17 BLOCK 1 20,500 0.47 18 BLOCK 1 20,320 0.47 19 BLOCK 1 6,887 0.16 20 BLOCK 1 6,900 0.16 21 BLOCK 1 6,900 0.16 22 BLOCK 1 6,900 0.16 23 BLOCK 1 7,590 0.17 24 BLOCK 1 15,293 0.35 25 BLOCK 1 9,114 0.21 26 BLOCK 1 8,030 0.18 27 BLOCK 1 9,012 0.21 28 BLOCK 1 19,550 0.45 29 BLOCK 1 22,550 0.52 30 BLOCK 1** 2,194 0.05 31 BLOCK 1 20,178 0.46 32 BLOCK 1 20,100 0.46 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 2* 3,213 0.07 2 BLOCK 2 5,548 0.13 3 BLOCK 2 5,750 0.13 4 BLOCK 2 5,750 0.13 5 BLOCK 2 5,750 0.13 6 BLOCK 2 6,760 0.16 7 BLOCK 2 13,023 0.30 8 BLOCK 2 9,730 0.22 9 BLOCK 2 6,873 0.16 10 BLOCK 2 6,875 0.16 11 BLOCK 2 6,875 0.16 12 BLOCK 2 6,875 0.16 13 BLOCK 2 6,875 0.16 14 BLOCK 2 6,875 0.16 15 BLOCK 2 6,828 0.16 16 BLOCK 2* 25,916 0.59 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 3* 900 0.02 2 BLOCK 3 3,639 0.08 3 BLOCK 3 3,600 0.08 4 BLOCK 3 3,600 0.08 5 BLOCK 3 3,600 0.08 6 BLOCK 3 3,600 0.08 7 BLOCK 3 3,600 0.08 8 BLOCK 3 3,600 0.08 9 BLOCK 3 3,600 0.08 10 BLOCK 3 3,600 0.08 11 BLOCK 3 3,600 0.08 12 BLOCK 3 3,587 0.08 13 BLOCK 3* 900 0.02 14 BLOCK 3** 12,496 0.29 15 BLOCK 3 3,652 0.08 16 BLOCK 3 3,600 0.08 17 BLOCK 3 3,600 0.08 18 BLOCK 3 3,600 0.08 19 BLOCK 3 3,600 0.08 20 BLOCK 3 3,600 0.08 21 BLOCK 3 3,600 0.08 22 BLOCK 3 3,600 0.08 23 BLOCK 3 3,600 0.08 24 BLOCK 3 3,600 0.08 25 BLOCK 3 3,600 0.08 26 BLOCK 3* 28,053 0.64 27 BLOCK 3 3,652 0.08 28 BLOCK 3 3,600 0.08 29 BLOCK 3 3,600 0.08 30 BLOCK 3 3,600 0.08 31 BLOCK 3 3,600 0.08 32 BLOCK 3 3,600 0.08 33 BLOCK 3 3,600 0.08 34 BLOCK 3 3,600 0.08 35 BLOCK 3 3,600 0.08 36 BLOCK 3 3,600 0.08 37 BLOCK 3 3,600 0.08 38 BLOCK 3** 12,472 0.29 39 BLOCK 3* 8,472 0.19 40 BLOCK 3 3,608 0.08 41 BLOCK 3 3,609 0.08 42 BLOCK 3 3,609 0.08 43 BLOCK 3 3,609 0.08 44 BLOCK 3 3,609 0.08 45 BLOCK 3 3,609 0.08 46 BLOCK 3 3,609 0.08 47 BLOCK 3 3,597 0.08 48 BLOCK 3* 903 0.02 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 4* 39,368 0.90 2 BLOCK 4 6,075 0.14 3 BLOCK 4 6,087 0.14 4 BLOCK 4 7,320 0.17 5 BLOCK 4 7,338 0.17 6 BLOCK 4 7,355 0.17 7 BLOCK4 6,143 0.14 8 BLOCK4 6,155 0.14 9 BLOCK 4 7,402 0.17 10 BLOCK 4 7,419 0.17 11 BLOCK 4 7,437 0.17 12 BLOCK 4 6,211 0.14 13 BLOCK 4 6,223 0.14 14 BLOCK 4 7,484 0.17 15 BLOCK 4 7,499 0.17 16 BLOCK 4 7,500 0.17 17 BLOCK 4** 3,300 0.08 18 BLOCK 4* 7,355 0.17 19 BLOCK 4 6,030 0.14 20 BLOCK 4 6,043 0.14 21 BLOCK 4 6,055 0.14 22 BLOCK 4 6,068 0.14 23 BLOCK 4 6,081 0.14 24 BLOCK 4 6,094 0.14 25 BLOCK4 6,107 0.14 26 BLOCK4 6,119 0.14 27 BLOCK4 6,132 0.14 28 BLOCK4 6,133 0.14 29 BLOCK 4* 2,237 0.05 30 BLOCK 4 6,023 0.14 31 BLOCK 4 6,036 0.14 32 BLOCK 4 6,036 0.14 33 BLOCK 4 6,036 0.14 34 BLOCK 4 6,036 0.14 35 BLOCK 4 6,036 0.14 36 BLOCK 4 6,036 0.14 37 BLOCK 4 6,036 0.14 38 BLOCK 4 6,036 0.14 39 BLOCK 4 6,036 0.14 40 BLOCK 4** 3,424 0.08 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 5* 994 0.02 2 BLOCK 5 4,387 0.10 3 BLOCK 5 4,400 0.10 4 BLOCK 5 4,400 0.10 5 BLOCK 5 4,400 0.10 6 BLOCK 5 4,400 0.10 7 BLOCK 5* 7,186 0.16 8 BLOCK 5 4,400 0.10 9 BLOCK 5 4,400 0.10 10 BLOCK 5 4,400 0.10 11 BLOCK 5 4,400 0.10 12 BLOCK 5 4,400 0.10 13 BLOCK 5 4,400 0.10 14 BLOCK 5 4,400 0.10 15 BLOCK 5 4,400 0.10 16 BLOCK 5 4,400 0.10 17 BLOCK 5* 6,050 0.14 18 BLOCK 5 4,400 0.10 19 BLOCK 5 4,400 0.10 20 BLOCK 5 4,400 0.10 21 BLOCK 5 4,388 0.10 22 BLOCK 5* 1,000 0.02 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 23 BLOCK 5* 1,000 0.02 24 BLOCK 5 4,387 0.10 25 BLOCK 5 4,400 0.10 26 BLOCK 5 4,400 0.10 27 BLOCK 5 4,400 0.10 28 BLOCK 5* 6,050 0.14 29 BLOCK 5 4,400 0.10 30 BLOCK 5 4,400 0.10 31 BLOCK 5 4,400 0.10 32 BLOCK 5 4,400 0.10 33 BLOCK 5 4,400 0.10 34 BLOCK 5 4,400 0.10 35 BLOCK 5 4,400 0.10 36 BLOCK 5 4,400 0.10 37 BLOCK 5 4,400 0.10 38 BLOCK 5* 7,186 0.16 39 BLOCK 5 4,400 0.10 40 BLOCK 5 4,400 0.10 41 BLOCK 5 4,400 0.10 42 BLOCK 5 4,400 0.10 43 BLOCK 5 4,387 0.10 44 BLOCK 5* 1,006 0.02 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 6* 25,171 0.58 3 BLOCK 6 5,714 0.13 4 BLOCK 6 6,212 0.14 5 BLOCK 6 13,763 0.32 6 BLOCK 6 9,059 0.21 7 BLOCK 6 6,557 0.15 8 BLOCK 6 6,600 0.15 9 BLOCK 6 6,600 0.15 10 BLOCK 6 5,500 0.13 11 BLOCK 6 5,500 0.13 12 BLOCK 6 6,600 0.15 13 BLOCK 6 6,600 0.15 14 BLOCK 6* 8,403 0.19 15 BLOCK 6** 4,893 0.11 16 BLOCK 6 1,381 0.03 17 BLOCK 6 4,416 0.10 18 BLOCK 6 4,400 0.10 19 BLOCK 6 4,400 0.10 20 BLOCK 6 4,400 0.10 21 BLOCK 6 6,050 0.14 22 BLOCK 6 4,400 0.10 23 BLOCK 6 4,400 0.10 24 BLOCK 6 4,646 0.11 25 BLOCK 6 4,604 0.11 26 BLOCK 6 4,604 0.11 27 BLOCK 6 4,603 0.11 28 BLOCK 6 4,604 0.11 29 BLOCK 6 4,603 0.11 30 BLOCK 6 4,591 0.11 31 BLOCK 6* 52,150 1.20 32 BLOCK 6 4,591 0.11 33 BLOCK 6 4,603 0.11 34 BLOCK 6 4,603 0.11 35 BLOCK 6 4,603 0.11 36 BLOCK 6 4,604 0.11 37 BLOCK 6 4,603 0.11 38 BLOCK 6 4,646 0.11 39 BLOCK 6 4,400 0.10 40 BLOCK 6 4,400 0.10 41 BLOCK 6 4,400 0.10 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 42 BLOCK 6 4,400 0.10 43 BLOCK 6 4,400 0.10 44 BLOCK 6 4,409 0.10 45 BLOCK 6* 86,600 1.99 46 BLOCK 6** 4,940 0.11 47 BLOCK 6 5,500 0.13 48 BLOCK 6 5,500 0.13 49 BLOCK 6 6,600 0.15 50 BLOCK 6 6,600 0.15 51 BLOCK 6 6,600 0.15 52 BLOCK 6 5,500 0.13 53 BLOCK 6 5,500 0.13 54 BLOCK 6 6,600 0.15 55 BLOCK 6 6,600 0.15 56 BLOCK 6 6,600 0.15 57 BLOCK 6 5,500 0.13 58 BLOCK 6 5,499 0.13 59 BLOCK6 8,107 0.19 60 BLOCK6 13,128 0.30 61 BLOCK 6 7,048 0.16 62 BLOCK 6 6,075 0.14 63 BLOCK 6 7,290 0.17 64 BLOCK 6 7,290 0.17 65 BLOCK 6 7,290 0.17 66 BLOCK 6 6,075 0.14 67 BLOCK 6 6,075 0.14 68 BLOCK 6 7,290 0.17 69 BLOCK 6 7,290 0.17 70 BLOCK 6 6,075 0.14 71 BLOCK 6 6,369 0.15 72 BLOCK 6 7,523 0.17 73 BLOCK 6* 3,805 0.09 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 7 6,720 0.15 2 BLOCK 7 6,058 0.14 3 BLOCK 7 6,857 0.16 4 BLOCK 7 6,823 0.16 5 BLOCK 7 6,799 0.16 6 BLOCK 7 7,283 0.17 7 BLOCK 7 8,050 0.18 8 BLOCK 7 6,765 0.16 9 BLOCK 7 5,750 0.13 10 BLOCK 7 5,750 0.13 11 BLOCK 7 5,750 0.13 12 BLOCK 7 5,750 0.13 13 BLOCK 7 5,750 0.13 14 BLOCK 7 5,750 0.13 15 BLOCK 7 5,750 0.13 16 BLOCK 7 5,750 0.13 17 BLOCK 7 5,750 0.13 18 BLOCK 7 5,750 0.13 19 BLOCK 7 6,954 0.16 20 BLOCK 7* 212,429 4.88 21 BLOCK 7 7,768 0.18 22 BLOCK 7 9,742 0.22 23 BLOCK 7 9,821 0.23 24 BLOCK 7 6,544 0.15 25 BLOCK 7 6,690 0.15 26 BLOCK 7 6,690 0.15 27 BLOCK 7 5,575 0.13 28 BLOCK 7 5,563 0.13 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 8* 2,000 0.05 2 BLOCK 8 4,387 0.10 3 BLOCK 8 4,400 0.10 4 BLOCK 8 4,400 0.10 5 BLOCK 8 4,400 0.10 6 BLOCK 8 4,400 0.10 7 BLOCK 8 4,400 0.10 8 BLOCK 8* 2,965 0.07 9 BLOCK 8 4,400 0.10 10 BLOCK 8 4,400 0.10 11 BLOCK 8 4,400 0.10 12 BLOCK 8 4,400 0.10 13 BLOCK 8 4,400 0.10 14 BLOCK 8 4,401 0.10 15 BLOCK 8* 8,342 0.19 16 BLOCK 8 4,388 0.10 17 BLOCK 8 4,400 0.10 18 BLOCK 8 4,400 0.10 19 BLOCK 8 4,400 0.10 20 BLOCK 8 4,400 0.10 21 BLOCK 8 4,400 0.10 22 BLOCK 8* 2,965 0.07 23 BLOCK 8 4,400 0.10 24 BLOCK 8 4,400 0.10 25 BLOCK 8 4,400 0.10 26 BLOCK 8 4,400 0.10 27 BLOCK 8 4,400 0.10 28 BLOCK 8 4,388 0.10 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 9* 4,574 0.10 2 BLOCK 9 4,604 0.11 3 BLOCK 9 4,603 0.11 4 BLOCK 9 4,604 0.11 5 BLOCK 9 4,604 0.11 6 BLOCK 9 4,603 0.11 7 BLOCK 9 4,603 0.11 8 BLOCK 9 4,646 0.11 9 BLOCK 9 4,400 0.10 10 BLOCK 9 4,603 0.11 11 BLOCK 9 4,603 0.11 12 BLOCK 9 4,603 0.11 13 BLOCK 9 4,604 0.11 14 BLOCK 9 4,388 0.10 15 BLOCK 9* 2,075 0.05 16 BLOCK 9 4,687 0.11 17 BLOCK 9 4,917 0.11 18 BLOCK 9 4,917 0.11 19 BLOCK 9 4,917 0.11 20 BLOCK 9 4,917 0.11 21 BLOCK 9 4,699 0.11 22 BLOCK 9 4,962 0.11 23 BLOCK 9 4,917 0.11 24 BLOCK 9 4,917 0.11 25 BLOCK 9 4,917 0.11 26 BLOCK 9 4,917 0.11 27 BLOCK 9 4,917 0.11 28 BLOCK 9 4,898 0.11 29 BLOCK 9* 5,497 0.13 a a w r 0 r m z 0 0 0 z O U N w Ln o� U / \ N o �\ N o rn -O N o ro �z ° z o a �v z � of N w o 0 w J � U O O t Y o � ■ � N o m 9 N N o T ON O U m m O Y m W 00 z N 1' X 04 N II 0 z m ~ m N } 0 N m x> r o m o 0) \ �..� �..� W W z z N] J J ?i U W w w _ ¢ U U V7 V7 N as wo au ac 3z¢ 11 r oY Q io J/� Ur CL c� V <¢ W p o� J 2 Q m Q a Z 0 Gm U J C L N< J Z �z z 0 W Q w U o oo LL 11 oa a Q w _< w �- U (N Kw N W S� H z� wo F �Q z< -o <o ?o wa Yu po z� NQ ww a� N- FOR REVIEW ONLY o'o c� NOT FOR CONSTRUCTION zN a Kimley»)Horn z� .o NGINEER A PE NO. 19946 DATE 01 21 PROJECT NO. 3w LOT TABLE LEGEND pU w< 093861000 F� BLOCK X* COMMON LOT DRAWING NAME BLOCK X** COMMON DRIVEWAY LOT zo wa 1000-PP-PP 08 OF 17 �E U- � �< o LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 10* 1,050 0.02 2 BLOCK 10 7,512 0.17 3 BLOCK 10 7,260 0.17 4 BLOCK 10 5,500 0.13 5 BLOCK 10 5,500 0.13 6 BLOCK 10 6,602 0.15 7 BLOCK 10* 21,376 0.49 8 BLOCK 10 5,500 0.13 9 BLOCK 10 6,600 0.15 10 BLOCK 10 6,600 0.15 11 BLOCK 10 6,600 0.15 12 BLOCK 10 5,500 0.13 13 BLOCK 10 5,500 0.13 14 BLOCK 10 6,600 0.15 15 BLOCK 10 6,600 0.15 16 BLOCK 10 6,588 0.15 17 BLOCK 10* 2,000 0.05 18 BLOCK 10 6,587 0.15 19 BLOCK 10 6,600 0.15 20 BLOCK 10 6,600 0.15 21 BLOCK 10 5,500 0.13 22 BLOCK 10 5,500 0.13 23 BLOCK 10 6,600 0.15 24 BLOCK 10 6,600 0.15 25 BLOCK 10 6,600 0.15 26 BLOCK 10 5,500 0.13 27 BLOCK 10 5,499 0.13 28 BLOCK 10 6,600 0.15 29 BLOCK 10 5,500 0.13 30 BLOCK 10 5,500 0.13 31 BLOCK 10 7,248 0.17 32 BLOCK 10* 1,000 0.02 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 11* 2,000 0.05 2 BLOCK 11 6,588 0.15 3 BLOCK 11 6,600 0.15 4 BLOCK 11 6,600 0.15 5 BLOCK 11 6,600 0.15 6 BLOCK 11* 8,444 0.19 7 BLOCK 11 6,600 0.15 8 BLOCK 11 6,600 0.15 9 BLOCK 11 6,600 0.15 10 BLOCK 11 6,587 0.15 11 BLOCK 11* 2,000 0.05 12 BLOCK 11 8,787 0.20 13 BLOCK 11 8,800 0.20 14 BLOCK 11 8,800 0.20 15 BLOCK 11 8,800 0.20 16 BLOCK 11 8,800 0.20 17 BLOCK 11 8,787 0.20 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 11* 2,000 0.05 2 BLOCK 11 6,588 0.15 3 BLOCK 11 6,600 0.15 4 BLOCK 11 6,600 0.15 5 BLOCK 11 6,600 0.15 6 BLOCK 11* 8,444 0.19 7 BLOCK 11 6,600 0.15 8 BLOCK 11 6,600 0.15 9 BLOCK 11 6,600 0.15 10 BLOCK 11 6,587 0.15 11 BLOCK 11* 2,000 0.05 12 BLOCK 11 8,787 0.20 13 BLOCK 11 8,800 0.20 14 BLOCK 11 8,800 0.20 15 BLOCK 11 8,800 0.20 16 BLOCK 11 8,800 0.20 17 BLOCK 11 8,787 0.20 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 12 6,888 0.16 2 BLOCK 12 6,900 0.16 3 BLOCK 12 6,885 0.16 4 BLOCK 12 10,314 0.24 5 BLOCK 12 12,703 0.29 6 BLOCK 12* 23,018 0.53 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 13* 27,292 0.63 2 BLOCK 13 7,267 0.17 3 BLOCK 13 7,792 0.18 4 BLOCK 13 8,573 0.20 5 BLOCK 13 7,732 0.18 6 BLOCK 13 5,473 0.13 7 BLOCK 13 5,500 0.13 8 BLOCK 13 5,500 0.13 9 BLOCK 13 5,500 0.13 10 BLOCK 13 5,500 0.13 11 BLOCK 13 5,500 0.13 12 BLOCK 13 6,081 0.14 13 BLOCK 13 6,121 0.14 14 BLOCK 13 5,707 0.13 15 BLOCK 13 5,500 0.13 16 BLOCK 13 5,500 0.13 17 BLOCK 13 5,500 0.13 18 BLOCK 13 5,500 0.13 19 BLOCK 13 5,488 0.13 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 14* 11,863 0.27 2 BLOCK 14 8,800 0.20 3 BLOCK 14 8,800 0.20 4 BLOCK 14 8,788 0.20 5 BLOCK 14* 2,000 0.05 6 BLOCK 14 6,588 0.15 7 BLOCK 14 6,600 0.15 8 BLOCK 14 6,600 0.15 9 BLOCK 14 6,600 0.15 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 15* 52,225 1.20 2 BLOCK 15 22,863 0.52 3 BLOCK 15 20,653 0.47 4 BLOCK 15 23,470 0.54 6 BLOCK 15 28,127 0.65 7 BLOCK 15 25,087 0.58 8 BLOCK 15 9,302 0.21 9 BLOCK 15 8,800 0.20 10 BLOCK 15 8,800 0.20 11 BLOCK 15 8,007 0.18 12 BLOCK 15 8,005 0.18 13 BLOCK 15 8,005 0.18 14 BLOCK 15* 2,003 0.05 15 BLOCK 15 6,270 0.14 16 BLOCK 15 5,876 0.13 17 BLOCK 15 5,730 0.13 18 BLOCK 15 6,175 0.14 19 BLOCK 15 5,621 0.13 20 BLOCK 15 5,720 0.13 21 BLOCK 15 5,720 0.13 22 BLOCK 15 5,720 0.13 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 16* 111,824 2.57 2 BLOCK 16 2,461 0.06 3 BLOCK 16 2,142 0.05 4 BLOCK 16 2,153 0.05 5 BLOCK 16 2,165 0.05 6 BLOCK 16 2,502 0.06 7 BLOCK 16 2,495 0.06 8 BLOCK 16 2,170 0.05 9 BLOCK 16 2,170 0.05 10 BLOCK 16 2,170 0.05 11 BLOCK 16 2,502 0.06 12 BLOCK 16 2,495 0.06 13 BLOCK 16 2,170 0.05 14 BLOCK 16 2,170 0.05 15 BLOCK 16 2,170 0.05 16 BLOCK 16 2,502 0.06 17 BLOCK 16** 65,236 1.50 18 BLOCK 16* 31,547 0.72 19 BLOCK 16 2,496 0.06 20 BLOCK 16 2,170 0.05 21 BLOCK 16 2,170 0.05 22 BLOCK 16 2,496 0.06 23 BLOCK 16 2,487 0.06 24 BLOCK 16 2,150 0.05 25 BLOCK 16 2,141 0.05 26 BLOCK 16 2,461 0.06 27 BLOCK 16 2,300 0.05 28 BLOCK 16 2,000 0.05 29 BLOCK 16 2,000 0.05 30 BLOCK 16 2,300 0.05 31 BLOCK 16 2,300 0.05 32 BLOCK 16 2,000 0.05 33 BLOCK 16 2,000 0.05 34 BLOCK 16 2,300 0.05 35 BLOCK 16 2,300 0.05 36 BLOCK 16 2,000 0.05 37 BLOCK 16 2,000 0.05 38 BLOCK 16 2,300 0.05 39 BLOCK 16 2,300 0.05 40 BLOCK 16 2,000 0.05 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 41 BLOCK 16 2,000 0.05 42 BLOCK 16 2,300 0.05 43 BLOCK 16 2,300 0.05 44 BLOCK 16 2,000 0.05 45 BLOCK 16 2,000 0.05 46 BLOCK 16 2,300 0.05 47 BLOCK 16 2,300 0.05 48 BLOCK 16 2,000 0.05 49 BLOCK 16 2,000 0.05 50 BLOCK 16 2,300 0.05 51 BLOCK 16 2,300 0.05 52 BLOCK 16 2,000 0.05 53 BLOCK 16 2,000 0.05 54 BLOCK 16 2,300 0.05 55 BLOCK 16 2,300 0.05 56 BLOCK 16 2,000 0.05 57 BLOCK 16 2,000 0.05 58 BLOCK 16 2,300 0.05 59 BLOCK 16 2,300 0.05 60 BLOCK 16 2,000 0.05 61 BLOCK 16 2,000 0.05 62 BLOCK 16 2,300 0.05 63 BLOCK 16* 28,482 0.65 64 BLOCK 16 2,300 0.05 65 BLOCK 16 2,000 0.05 66 BLOCK 16 2,000 0.05 67 BLOCK 16 2,300 0.05 68 BLOCK 16 2,300 0.05 69 BLOCK 16 2,000 0.05 70 BLOCK 16 2,000 0.05 71 BLOCK 16 2,300 0.05 72 BLOCK 16 2,300 0.05 73 BLOCK 16 2,000 0.05 74 BLOCK 16 2,000 0.05 75 BLOCK 16 2,300 0.05 76 BLOCK 16 2,300 0.05 77 BLOCK 16 2,000 0.05 78 BLOCK 16 2,000 0.05 79 BLOCK 16 2,300 0.05 o O O ZO O aLo Q N PROP. JACKSON RIDGE SUBDIVISION (NOT A PART) FOUND BRASS CAP AT . ZNW CORNER OF SE j OF SEC 26, T3N, R1 W. . . .. . .. . .. — — .. — .. —N89'10'53"W 1326.34' — . — —..—' —- EX. DITCH—/ N89°11'47"W 1301.41' EX. BUILDING TO—/ BE REMOVED EX. DITCH—/ FOUND BRASS CAP AT NE CORNER OF SE 4 OF SEC 26, T3N, R1W. S89°11'47"E 25.00' EX. EDGE OF PAVEMENT 9r EX. EDGE OF EX. CONCRETE PAVEMENT EX. BUILDING TO PAVEMENT I BE REMOVED EX. FENCE TO--,, BE REMOVED� 25 I EX. CONCRETE TO BE REMOVED EX. R/W f t25' I I EX. BUILDING TO t10' EOP BE REMOVED WATER EX. SILO TO-----, BE REMOVED EX. OVERHEAD POWER TO BE EX. BUILDING TO REMOVED BE REMOVED EX. CONCRETE TO BE REMOVED \� EX. OVERHEAD POWER --EX. BUILDING TO EX. BUILDING TO BE REMOVED BE REMOVED EX. DITCH—/ I EX. FENCE\ I �I N � 0 N N ct W �L EX. DITCH-/ W of Z ZI J EX. OVERHEAD ---,I POWER O O O 25' z c EX. R/W t25' a QM 1 t10' 1 EOP co EX. DITCH—/ WATER s /I EX. EDGE OFF I/ p �\ PAVEMENT 29 EX. DITCH MATCHLINE SEE SHEET 10 m KEY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 50 100 200 L O U z w Ln Q � 0 N �\ o cn o m cn o N o � z z z cn m - N r w co o w o o Y O o m N o . Om o ol m Y W [if 04 m X Z N Y N I p [if o z m 07 } N r m v 0 m p \ \' z Z W rM LLJ Q Q U) Q W I-- GO GO 0 0 p 0 Z H Q Q J J a_ CL U) a' Z O Q Z F— J Z w p 0 U a 0 � Z W N N w X ~ Ld 2 Q Z 0 w FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000—PP—EC 09 OF 17 MATCHLINE SEE SHEET 10 \ I s >z�e os 04 N 70 F I IN APN: Q9N R7533680200 6 o = 041 25 I o 0 EX. R/W z ±25' o z EX. DITCH \ ±10' I EOP WATER I I s EX. DITCH sR\ I sQ` APN: -Q ` EX. FIRE R7533680300 \ J�\ HYDRANT EX. CULVERT ��//"" � I I` EX. EDGE OF -/ I \ PAVEMENT �I 3 so 30 N I I APN: N S1226428970o 2gg 3j; M ZI I � I \ I °3 86' \ \ I� EX. DITCH) I Q \ J APN: S1226429900 \ EX. OVERHEAD I SSBSg \ POWER 2jF 25I 3�8 ' 9� EX. R/W f25' i I EOP � WATER SAG. EX. FIRE FOUND BRASS CAP AT 0O• HYDRANT I SW CORNER OF SE OF ,2\ SEC 26, T3N, R1 W. �Q S89°14'52"E 178.71'\ 1 — — — _ S89°14'52"E 2653.73' . — — — — — — — — — — — — ...... — — AMITY RD - . FOUND BRASS CAP AT SE CORNER OF SE j OF SEC 26, T3N, R1 W. KEY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 50 100 200 Y Wafm X Z N Y N I p [If Z m V) } N } m 0 m 0 Z Z WLLj M J J U W GO GO o o U o H J CL Q Z J W a Q W N (n w F— Q a_ z O z O C) 0 z_ U) X w Q z Q 0 W FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EC �1 ■ EXTEND FORCE MAIN TO 10—MILE & VICTORY. ALIGNMENT DETERMINED WITH FINAL DESIGN. PROPOSED FORCE MAIN --- 20' SWR ESMT 1 I PROP. LIFT I — I I STATION I 10^S I FOUND BRASS CAP AT 20 SWR T I R7125500020 NW CORNER OF SE ESMT I I PROPOSED FIRE ZONE: RUT I OF SEC 26, T3N, R1 W. o w I I HYDRANT N o \\ PROPOSED \\ SEWER SERVICE 1 6 I PROPOSED WTR SERVICE a I 1 7 0 I Q vi- PROPOSED 8" 00 PROPOSED 8" SEWER MAIN I I WATER MAIN I 8 1 � BLOCK 1 1 .3 PROPOSED OPEN SPACE PATHWAY D _ 15 I I — I 8 W 10" SEWER TRUNKLINE 10"S W TK GRAVITY IRRIGATION SEE PROFILE A SHEET 16 DITCH TO BE TILED _ 47'3: 9 c� I 5' 33' 5' 1 I S/W B/C S/W BLO 1 PROPOSED FIRE HYDRANT II 10 tiO� 1 I I � I I S O I I 11 I � I 1f m I� I N m I � D 15 v7 12 00 I 15 I PROPOSED OPEN 1 SPACE PATHWAY — 00 PROPOSED SEWER \ R7125500040 I MANHOLE TYP. \\ ZONE: RUT I 13 I I PROPOSED FIRE HYDRANT��\ PROP. JACKSON RIDGE ESTATES SUBDIVISION (NOT A PART) W. HARRIS ST "E 261 — — — — — — — — — — — — — — — — — — — — — y PHASE LINE ------------- ___ --------------- 1 16 26�5 2690 — — — — — 2695 — O� > 47' I I w a R/W I I \ $ I I 5' 335' 9 I 10 I 11 I 12 I 13 I 14 I 15 S/WI B/C IS/W 16 15 — — I I BLOCK2 PROPOSED FIRE D I I HYDRANT 15 1 I I 3 II I 8W W 8 17 I I I g W. BURNING OAK ST O 8"S ova �.S PROPOSED FIRE HYDRANT 19 I I I I 500I I I I I I I I I I I I 1 ' I I I 11 2 3 4 5 6 7 1 8 9 I 10 12 11 -- I co 00 co 5 AI 20 w w I U) cf) 1 4 _ I a EE I PHASE 2 W. DUTCH BARN LN (PRIVATE) cV d7 _ S 4 _ 8" — BLOCK 4 I I PHASE 1 I I I FAN 21 W I I 3 � 1 I I I -- I W —5, ;ma° I 5, 22 W PROPOSED FIRE 2 I I I I I I I I I I I S/W E>O -; I S/W' 16 17 18 19 20 21 22 23 24 25 00 PHASE LINE U) I 1 I ILLI HYDRANT _ — a0 L L _ I— — LJIu> J — — — z 1 a� PROPOSED ERU 8 W 8 W ctj PROPOSED 8" co)IN VIEW ST 1— W. TWIN VIEW ST I PROPOSED FIRE 26 PROPOSED OPEN SEWER MAIN to 1 — — � Q — — — o I HYDRANT BLOCK3 SPACE PATHWAY ay = _ / — — — _ _ — z PROPOSED FIRE a M ao \ I O HYDRANT � � I m� — — 01 I co 26 :K 1 15 1 I 27 1 28 1 29 1 30 31 1 32 1 33 1 34 1 35 1 36 1 37 I I I o I PROPOSED 8" PROPOSED 8" E ) — — v i SEWER MAIN WATER MAIN 15 D 1 I I L — W 15 I I 26 1-8 I — — 8" „S 3 W. SILAGE TOWER LN (PRIVATE) I PHASE LINE I I I — — — — _ 1 — — I ,L — V 1 11 I 3 I � _ 27 10" SEWER TRUNKLINE 1 I\ 1 \ \ 39 I I I I I I I I 1481 :E PROFILE B SHEET 16 — — \ 60 \\ g I 40 1 41 1 42 43 44 45 1 46 47 1 1 N 4 PROPOSED FIRE 28 \\ u1 \ PR\�SAR\P �S HYDRANT — I - G�PROPOSED FI \ -�S HYDRANT 8 W 81 5 / —W. BROKEN GABLE ST 8„S 8 S 8 $„ SIN' 6 PROPOSED SEWER MANHOLE TYP. \ �s I � \ � I I I I I I I I I ,�� \\ / 7 I 8 1 9 10 I 11 1 12 I 13 I 14 I 15 I 16 I 17 BLOCK 7 1 I I I 1 i — — MATCHLINE SEE SHEET 13 i; KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 L O U z w Q Ln �\ o n Q m o N o co z z z cn m o = o a r w cn Y o o o O o m N o . O� o � m o w Z Y m (n Y cI N I p tr o z V) } N m } m v> 0 mLLJ p rn \' Z Z w rM U U W IY = Q GO GO o o U o z H a_ J 0 a z_ 0:� O Ld Ld Z z 0 m CD Ld w Z Q aLd N� 0 L.L Ld z LJ J L.I__I a_ FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000—PP—EP 11 OF 17 PROP. JACKSON RIDGE ESTATES SUBDIVISION W. HARRIS ST (NOT A PART) H W W 2 U) - W W V) W Z_ J T_V Ui Q cn 2 d ------------ --------- _ _ - - - - - -� - - - - - - - - - - - - 00 03 PHASE LINE �� � 5' I IRR ESMT I I I I I I I I I I I 14 13 12 11 10 9 8 7 6 5 4 1 I I I I I I 1 48" CALKINS LATERAL TO BE TILED BLOCK4 p PROPOSED FIREI PROPOSED FIRT T t/-T E HYDRANT � - � THYD� T - 18 BLOCK4 39 5' - S/1 38 4 R/ �I 1 S/W' I 3 4 5 I 6 I\ I I I I I I I I I I I I 37 Q I I I I I I I 3 — — 7D 1441 I I I Q: 00 43 42 41 40 I 39 36 W PROPOSED FIRE PROP( Q HYDRANT n I 0� 35 W U 8 m 8"E 34 PROPOSED PROPOSED 8" SEWER MAIN WATER MAIN - - �— - - 33 3 1 27 J� PROPOSED SEWER J SERVICE TYP._ 32 1 4 26 E PHASE 4 — — I — — �� PHASE 1 5 25 15 F 31 1 - - 00 6 PROPOSED WATER N SERVICE TYP. -PROPOSED FIRE 1 HYDRANT - 7 23 E 8 W 8 BLOCK 8 22 8"S-- -- 9 21 `D61 F s PHASE LINE Q 10 + 20 E- 18 19 1 Z I I I = I - - - - c 11 19 F BLOCK 7 I J aU 12 18 F 13 PROPOSED 8"- 00 �� WATER MAIN PROPOSED FIRE HYDRANT i6 FJ � I W 15 Lij co \ \ s co 8S \ 1 \ ` 2 $ 2 �U q 2685 � � 5 N � 3 � � � 6 / BLOCK 10 4K ST�t — L7 _ - - FOUND BRASS CAP AT NE - - — - - - _ CORNER OF SE 4 OF SEC 26, T3N, R1 W. I 1 \ I 2 4 I 5 �0 I BLOCK 6 i i 7 8 9 10 11 12 13 14 15 I 16 I 17 i 18 1 19 1 20 1 21 12 1 PROP OSEDOPEN I I I I SPACE PATHWAY I I I I I I I I I 15 PHASE 2 PHASE 4 rol PHASE LINE I I I I I I 55' I I I I o 38 37 36 35 34 33 32 31 30 29 IRR ESMT 27 26 25 I 24 23 2a FIRE p BLOCKS 2��s PROPOSED FIRE I PROPOSED 8" 0 RANT 1S HYDRANT I SEWER MAIN v? aO y ' TWIN VIEW ST o � w� I, J "'00 30 I 29 I 28 I 27 I 26 I 25 I 24 I 23 II I � 22 I '1 I 20 I 19 I 18 I 17 I I I I I I I I I I I I I I I 126 ; I PROPOSED WATERSERVICE - - 9S - - J-20 I0 TYP. PROPOSED SITE I PHASE 3 AMENITY I I I PROPOSED OPEN I �- - - - - - - - - 15 SPACE PATHWAY GO 31 /y GIRR-j— w-GIR 6 1 I 7 PROPOSED FIRE HYDRANT 9 PROPOSED 8" WATER MAIN 10 11 I 14 PROPOSED CONNECTION TO EXISTING CALKINS LATERAL O W� 13 I y PHASE 4 PHASE LINE 190 - - - - - - - - - � - '- BLOCK6- - 48" CALKINS LATERAL TO BE TILED I —1 -- -- — -- — I 47 I �T T� 1 I I I I I I 1 PROPOSED FIRE I I 1 a8 32 33 34 35 36 37 38 PROPOSED FIRE I I I I I HYDRANT 41 I 42 I 43 I 44 4 HYDRANT F I I 14- L N 15 15 I 49 W 3 W 8 8 W m-W. CORN CRIB - - - 50 n I PROPOSED SEWER 47' I I I I MANHOLE TYP. R/W -- PROPOSED 8" 1I I SEWER MAIN 3 4 5 6 7 8 9 I I I 10 11 I I 5' 12 13 33' 1 5' S/WI 1 B/C I S/W 51 1 �f� I_ II I - - 1 1 _ 1 1 1 1 1 1 I I 15 z PROPOSED FIRE HYDRANT PROPOSED FIRE 27 HYDRANT 15 o 00 26 25 24 23 22 21 20 19 18 17 16 1 �� 53 1 I I BLOCK9 PROPOSED FIRE - - HYDRANT I I I UD 8 T 9 PROPOSED OPEN I ' SPACE PATHWAY L � Q Q al= cn I _ 54 8 I W. SHAKER ROUND ST— �- „S -'t r7 m_ 'S - ) I 10 11 12 13 14 15 16 I I I I I I I I I ss I I I I I BLOCK 10 I I I I I MATCHLINE SEE SHEET 14 KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 L O U z vi w a �n � � N �\ o � cn o � o N �a o CID z a _ z w m 0 N � o w � EY, u o Imll� N o . i Oo" o o� m O W Z Y m n Y � II U � � ON Z n } N m } m 0 ISLd 0 rn Z Z W M aw ¢¢ in I-- GO GO o o U o z F- a_ J 0 a Z >_ 0:� O Ld Q Ld Q cZ_ !Z_nn 0 L V Ld w Z Q aLd 0 W z IJJ J ~ W a_ FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 12 OF 17 a a Q w a 0 r m \ \ \ MATCHLINE SEE SHEET 11 \ \ \ � \ \ 24 \ BLOCK 1 15 \ \ \ \ / 23 \\ ,� �.( PROPOSED FIRE PROPOSED OPEN 25 \ �9 \\ J� HYDRANT 20 SPACE PATHWAY R8131780600 I / /\ \ \ \ A �'A.y0� BLOCK 7 N o ZONE: RUT92 \ \ 14 / PROPOSED FIRE 6' \ F9L�. \ Z PROPOSED OPEN — / \ 26 \ HYDRANT \ iy \\ SPACE PATHWAY \ / 7� \ PROPOSED SITE C(/ GRAVITY IRRIGATION / \ \\ \ \ / ��P�O / / �� 21 /O\\ OS \ 411 \\\ AMENITY c 411 DITCH TO BE TILED \ 27 GPo° Z 2 20 \ \ V L 28 \ / 5� /1 PROPOSED ~ p`\\\\ PROPOSED FIRE \\ HYDRANT IRRIGATION \ POND AND O \ \ \ 3 \` Fp \ D 19 / \\ PUMP HOUSEell n z C�\ V A \ // / / A� Q 03 A v F 1 \ a v ♦ �\ ��� v v v / /// // o N 0 \ \ 29 \15 3 / \\ / \ O\ \ 'o'� \\\ \//�/i//I�III�� Q o PHASE LINE >%�z o z c D 16 \ / \ \ o \ \\ `\ \ 15 / �co PROPOSED FIRE \ \ 9 Y 2 S� 7 ♦ \ \ �' HYDRANT \ \ 6' \ o 0 / / o R7533680200 C�Q \ 31 15 6 / \ \ \ \ \ • N O ZONE: RUT \\ \ / / / 3 .o' ♦S \ 6 \ / \\ / �� S ��\ O m o / \ / / \ \ \ \ s \ / \ \\\ \ \ `\\\ m $ 0 w y m N f \ \ 14 / 4 II o N 0 o �`Q,Q \ N �� \ 9 Z m} m BLOCK 11 \ \ BLOCK 12 \ S = v o m p 32 9 / �vz W z7 ky 10" SEWER TRUNKLINEJ� ¢ ¢ Ld ¢ w < 13 10 , I SEE PROFILE C SHEET 17 U U w 0 x w \Gj Q�, • / PROPOSED FIRE �(.� 5 as b HYDRANT / wo \ 33 O\ \ 12 v 114' 13 3 } J Gi Q \ 34 \ ti O LJ BLOCK 1 \ / ?08) \ Q Li --I Q _ \\ Z Z 0 \� / \ \ 8 S CD 36 W Z LIJ Q o Q99 ,c \ KEY MAP a R7533680300 \ !p 35Ld ZONE: RUT \ \ \ NOT TO SCALE Q \ / so' / d w Z / R/w V PROPOSED G�� 8/ ) W J HEADGATE FOR BUFF \ ONSITE PRESSURE 8' % eR � Ld IRRIGATION / BUFFf / � R / a_ 3 =o \ \\\ _ T \c''Q \\ Siw S/w 2 PROPOSED FI (D WQ \ HYDRANT z3 ` NORTH FOR REVIEW ONLY ul NOT FOR CONSTRUCTION Z3 S1226428970 ZONE: RUT Kimley»)Horn ws GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 RE NO.19946 DATE 01 21 3o PROJECT NO. 093861000 op DRAWING NAME zo 1000—PP—EP �a 12 �o 13 OF 17 4 3 �v V � PROPOSED 8' -\ SEWER MAIN I 2 21 22 I 23 / r BLOCK 13 31 30 / / MATCHLINE SEE SHEET 12 PROPOSED FIRE / 32— HYDRANT — 28 / \ PHASE LINE I I I I I I I I I `" 8' 8 W PROPOSED OPEN I 1 I I I I I I 00 SPACE PATHWAY 27 26 25 24 23 22 21 20 19 18 I I I — S \ PROPOSED SEWER SEIRVICE TYP.I� PROPOSED FIRE PROPOSED HYDRANT iD 10 - HYDRANT FIRE — 0 vv .8„S — W. FALLOW RUN DR L►`. LPROPOSED WATER i I Ali PROPOSED SEWER-/ SERVICE TYP. f MANHOLE TYP. 72 1 } I I I 1 I 71 70 69 68 67 66 65 64 63 62 61 py�SF / 10,5 W — PROPOSEDD FIRE RANT B PROPOSED FIRE —i HY 73 — — — — I — — 15 L J —_J— — — — HYDRANT — / _ ----------------- PHASE 3 6 / - 3 W 8 W a ,., PHASE 1 / 7 /\ \� — / 10" SEWER TRUNKLINE 8 S 8"S / 8 /SEE PROFILE C SHEET 17-- / 9 / / -------------------- / / 10— � 15 , 12 I I I I I I I I \ I 13 I 14 1 15 16 I 17 1 18 19 PROPOSED 8" 8 W WATER MAIN \ _ T of ri m m m _ 1 9 T - / / 8 / / 7 / / BLOCK 14 / g 2 / Q PROPOSED FIRE' 3 / O HYDRANT 24 / 25 / 26 / / 27 / 28 / PROPOSED FIRE HYDRANT / W. WIND 1rr T" 0 I 0 57 N io 58 0 — — N 59 1 60 BLOCK 6 40' MEf I I ESTM ARV 8"S S. MONITOR BARN AVE. 8,,5 PHASE 1 -------- ----- PHASE LINE PHASE 7 J BLOCK 16 IW �4� [91711713 D:� I o IF 13 15c f- uj PROPOSED FIRE HYDRANT E 10 12 14 16 15 W. WIND VANE LN (PRIVATE) W 8"S / I I I I PROPOSED SEWER} MANHOLE TYP. 26 24 / 1s I cW I I I I I I 16 I 17 I 18 19 I 20 I 21 22 I c~ j� \ — CL I 25 23 — — I 22 20 I I I I I I I I I I Ll 21 — 19 D I — -- 8 p 18 15 /co / / PHASE LINE U BLOCK 16 HAYST 13 I `7 TF� T ;I _ ORF�R 8 / I 12 I 11 I 10 I 9 I 8 I T� y 28 -- 2 �T S \ I I I I BLOCK 15 130 F132 34 3 �- 690 / — — LU LU I I I I I I I I 8W Q Q ` \ PROPOSED SEWER 8" 8" _ _ MANHOLE TYP. a o_ _ \\ \ \ 27 129 31 33 15 �5� ro <I, ,W. POLE BARN LN (PRIVATE) / 00 00 — /` 7I 71 BLOCK 15 � I PROPOSED D FIRE \ 6 / 73 HYDRANT 70 74 I I — — 69 75 E68 S1226429900 63 � — ZONE: RUT \ I N - 7 BLOCK 16 — — 67 PROPOSED OPEN w w 77 I I 66 �. MATCHLINE SEE BOTTOM RIGHT �SPACE PATHWAY cn cn _ = 78 I I ss 0- CL E64 — � 1 \ s�sp BLOCK 16 ♦S8S p. ♦ 92) F I SE CORNER 3 OF SEC. 26 �99). ♦ ♦ W � — — 35 Z — 36 37 I UO — — 38 — — laa 40 00 I 00 — — 41 I 42 — — 44 _ — - - — 45 46 — — 3 00 PROPOSED FIRE I HYDRANT rn 00 48 — - - — 49 50 — I — — 52 �n m — — 53 PROPOSED FIRE HYDRANT — 15 / F — 8 W o < W. TAVERN LN (PRIVATE) 62 60 I 58 �56 I I I I I I I I I I I I I I I I I 61 59 57 55 MATCHLINE SEE TOP LEFT W 2 J m KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 L O U z w < a Ln oo oo �\ o " a o m o N o z a z cn m 0 - N T o r w w J � EYo_ o u o a o m N o . Om o o, m O W Z Y m (n Y N I 0 c o Z � (n } N m } m vv p 0 mLd rn \ Z Z W M (n (n o o U o z F- a_ a z_ >_ l' O Ld Ld Z z 0 m CD W w Z � a CL 0 Ld Ld z (n w J ~ Ld a_ FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley»)Horn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 14 OF 17 60' PROP. 47' PROP. Z 0 cn T 0 0 00 a o� 0a I N � N, � I 0 c';o 00 o � c� �o n ao wx dx dx 00 00 00 jx o � d TO O � C � x I 0 O 0 aCD Ux oa �a .0 m0 �o ox oD �a ro m � I 00 �o >o o Gi �Of Y x R/W 18' B/C 18' B/C 2 2 31 5' 8' 8' 5' ESMT. /W 2% 2% S/ S/W ESMT. 10'-18' PROP. 6" PROP. 6" VERT. CURB PROP. VERT. CURB PROP. WATER SEWER I A )STANDARD COLLECTOR ROADWAY 47' PROP. 1' 16.5' B/C 16.5' B/C 1' 8' 2' 2' ESMT. 5, 8, 8, 5, S/W S/W S/W 0'-6' 10'-18' PROP. 6" PROP. 6" VERT. CURB PROP. VERT. CURB PROP. WATER SEWER B STANDARD LOCAL ROADWAY AT S.E. CORNER 70' PROP. 28' B/C 1 28' B/C 7' S/W 2, ESMT. 5' 8' S/W 0'-6' 10'-18' a PROP. 6" o VERT. CURB PROP. PROP WATER SEWER C ENTRY COLLECTOR ROADWAY AT N.W. CORNER 6' S/W ESMT m �A G HOLSTEIN STREET TESSERA 18' B/C 2' 6' 8' /W --L —_ PROP. 6" VERT. CURB 60' PROP. 8' ESMT. 2' 7' S/W $, 5, ESMT. S/W PROP. 3" ROLL CURB 16.5' B/C 16.5' B/C 2' 2' I I I 5' 5' I S/W S/W 2% 2% 0' 6' 10-18' PROP. PROP. WATER SEWER SCALE: NTS[ D )STANDARD LOCAL ROADWAY 30' PROP. TRACT 15' B/C 15' B/C 26' F/C PROP. 3" ROLL CURB 2' 2' PROP.PROP. 3" ROLL CURB ROLL CURB PROP. PROP. WATER SEWER SCALE: NTS E PRIVATE DRIVE 30' PROP. TRACT PROPERTY— I 20' B/C LINE I 2 PROP. RIBBON CURB _ 27 — t� PROP. 6" PROP. IMPROVED VERT. CURB SURFACE ACCESS ROAD JACKSON RIDGE ESTATES 18' B/C 2' 6' 8' 6' S/W ESMT. S/W PROP. 6" VERT. CURB SCALE: NTS F STANDARD COMMON DRIVEWAY I I 2 I PROP. RIBBON CURB R/W 42' 3' SHLDR 17' EOP 5' S/W -EEE_ 2% SCALE: NTS H KINDER ROAD DRAINAGE SWALE 55' PROP. IRRIGATION ESMT. TILED CAULKINS LATERAL SCALE: NTS [ I )STANDARD CALKINS LATERAL EASEMENT SCALE: NTS SCALE: NTS SCALE: NTS 22.5' SCALE: NTS L U vi w a �n � �\ o � cn a o � o o � � a oN z cn O T o rcn w w J Y O o c O O m ll� N O OO Ln o � m W Ld Y m cN Z Z N Y H N o z z m N} } m v> 0 m p v Ld Ld LdLd z z M GO GO o o U o H Q J CL >- 2 Z_ J Z Ld Ld Q a 0 Q W W N (n LLI F— FOR REVIEW ONLY NOT FOR CONSTRUCTION KimlepoHorn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 15 OF 17 o d 0 a a Q W a 0 r m Z O N bi O Z L U z vi w Ln �\ o cn o m � o N o � z ° o z � z w N = o a r w o 0 o Y c O O m0 SEWER ALIGNMENT A O o" m X Y m N Y cli N O m N } } m S > - m p \ W W Z Z M J J < U W Q Q (n Q W H U U W m= Q (n (n 0 0 U 0 as 3a ii t:z Ld J 3 } r r 0�00 04 �/ CL LL a¢ Lo O !1/ Z Q L1 1L a3 7 LL�J Q L W Ld Q oW > a 0 00 LLIQ II LI 19 z W N (N W Lii OY o Za Q< -o 00 w¢ LY FOR REVIEW ON11 z3 ul NOT FOR CONSTRUCTION a3 w� Kimley»>Horn 0o 11 GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 PE NO. 19946 DATE 01 21 3o PROJECT NO. 093861000 op SEWER ALIGNMENT B DRAWING NAME zo �a 1000—PP—UT 16 OF 17 l� �o 2692 2692 2688 2688 m��� o 0 N�Oao� fp O�ri � '-0 � I"7�OmoN 2684 �lnM N � in �N�CO�N .0 0) Sa01� m�mMfO r<oN OHO)^� �CO�N ��NNN� 2684 O p ?O NmO�ZZ U�OO �OOO NNE �001'r!ONH =M�NZp =�O Z7 ����� M CNN INN OI��N �I\�NNF��� Zp N���_» N�O�>O VIZWmzz = r7 O � �» (n Z W m Z Z 2680 N ro co � > �a�o� "�o � cnzwo-zz 2680 _ cnzwo'? �Zw�zz 2676 2676 O J 2672 m 2672 LLI LLI 2668 90 LF OF 10" PVC ® 0.28% 266H 279 LF OF 10" PVC ® 0.28% W ®1.5% Z OF 10" PVC J 2664 39 LF = U 2664 Q 2660 2660 2656 2656 % 2652 2652 2648 F 2648 � F 2644 2644 2642 2642 2704 2704 2700 2700 2696 2696 2ss2 2ss2 N pn°�� � � 0 O��c�i _ N If�CO ���^ ���� NO�N� 2688 n No; o ���a� cO <ONN 0p0^a01��O ���NN� 0�01�N� 2688 � �O�O rn��� c0 �m I"D � O co =�mNZ�o O �I�r 00 � p �ZZ 00 r7 Cp 0°Om M�O�(O NCO r700 coN �OO�W�pN �I�O)NNH ��c0 (NNH =INN N �»> t0 ?O N NZ W �__ M�N`N°N� ..Z� co W �??� (n^^�» cnZWo'?? 2684 S Ln cD ZO =co�n`"Z� ��O _O ���..?o N �» N^z>z VJZ 2684 ����_» (nZW�zz UlZ W mzz 2680 � 2680 W 2676 = 2676 w O w 2672 m Q 140 LF OF 10" PVA0.28%C/)— I 230 LF OF 10" PVC ® 0.28% W W 268 LF OF 10" PVC ® 0.28% Z W 268 LF OF 10" PVC ® 0.28% (n 136 LF OF 10" PVC ® 0.28% J 266H 90 LF OF 10" PVC ® 0.28% 2668 W U Z � J Q � 2664 U 2664 cQ G 2660 2660 2656 2656 2652 2652 a a Q W a 0 r m Z O GO O Z L O U w � Q �\ o cn o m � o N �z o � z ° o z � z TO T o r cn co W J 0 Y o c O ■ — N o o m SEWER ALIGNMENT C N o . �m X Y m N Y cli N O m N } CN } m m S 0 m p J J W W Z Z 0� U M W Q Q U5 Q W -- 0 U W af= Q as wo 3a 10 ii Ld J O00 a¢ O ui oc 00 !1/ Q L1 3 aCOD 1L 7 LL�J U) Q L W J in Z W Q o 0 oo 19 Q Q W z W N (N LLJ Ld oY H �o nn za as -o 00 w¢ z3 SEWER ALIGNMENT D FOR REVIEW ON NOT FOR CONSTRUCTION a3 w� KimlepoHorn 0o GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 PE NO.19946 DATE 01 21 3� PROJECT NO. 093861000 op DRAWING NAME zo �a 1000-PP-UT 17 OF 17 l� to 2708 2708 2704 2704 2700 r` � 2700 o�rn� N O � 2696 N N � � 2696 � ..'o � �O�oi N �r^� M�r�m (n > (nZWO_? 2692 cO CDo� O c00� M <o "� 6)Mc0 „jn I�rn� M OM �McO �I� M����m pNOcp c°'o . oNNN� 2692 rn o M �p� � rnN O MNn mrN p cD�„ N�(VNH O c0 co o co�oN NM MIS O ?o � O NN NO�N� co0 �a0rN ON Oco =�rD Z7 MrNN� SN Z SMMNz� Ncp O ��00 ��_» I�M�I� pN�cO c^oN NNE 00� O (n���» V7Z W D_'ZZ W 2686 OpOM001�N O c0 to .. �O)NNH SUM ZO =�cO ��O ..ZO Ul » N .. .. —ZZ W�-- (n .. ..—ZZ (nZ W �-- (nZ Wes?? � O S OO�NZ� �nn�>� .. 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