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Pre-plat & Public Utility Plan Q W VICTORY RD Ld URNSID RIDG STAT S PRELIMINARY PLAT / I o o; . APN: I APN: I / SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, W APN:R544327 R5443270800 I S1223439932 I / > TOWNSHIP 3 NORTH , RANGE 1 WEST, BOISE MERIDIAN SITE o ADA COUNTY, IDAHO N.T.S. cn N0°33'35"E - - 'S8g°06'38"E-1328.23' _ - - - 25.00' W VICTORY ROAD71 2024 1 S89°06'38"E`1328.23'T- - - - -- - S0°33'37"W - - _ - • 20 19 18 17 16 15 14 13 12 11 10 9 8 6 I Q 25.0o OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR O APN: - BLOCK1 5 i I I LINDER HOLDINGS, LLC LAND PLANNER KIMLEY-HORN AND ASSOCIATES, INC. R8131770100 -- E. KUBOTAST � I I - - 849 E. STATE STREET 1100 W IDAHO STREET VlC/N/TYMAP _ W 4 I I SUITE 101 KIMLEY-HORN AND ASSOCIATES, INC. SUITE 210 0 21 Q I �- EAGLE, IDAHO 83616 1100 W IDAHO STREET BOISE, IDAHO 83702 z 13 14 15 16 17 18 19I 20� 21 22 23 Z 3 y I PHONE: (208) 941-2469 SUITE 210 PHONE: (208) 296-5401 BLOCK2 I I I I CONTACT: DAVE YOUNG BOISE, IDAHO 83702 CONTACT: BRAD DALEY, PLS _ PHONE: (208) 297-2885 22 I I I I 171 I I I I I 0 2 I I \ I CONTACT: BRANDON MCDOUGALD, PE II 12 11 10 9 8 6 5 4 3 2 1 I L0 I \ I I APN: ` Z 1 I o R8131770200 C6 23 E. MASSEY ST - - - w I PRELIMINARY PLAT DATA LEGEND a 2 r- 13 14 15 16 17 18 1 19 20 1 21 22 23 -roto EXISTING ZONING: RUT - - BLOCK 1 Z I I I I BLOCK 3 1 1 I I 3 I to I - - PROPOSED ZONING: R-2, R-4, & R-8 ANNEXATION & ZONING BOUNDARYLm 24 o I I I I I I I I I I I I 1 z I GROSS ACREAGE: 123.28 AC - - - - PROPERTY BOUNDARY O g 12 11 10 9 8 7 6 5 4 3 2 1 APN: I NET ACREAGE: 121.31 AC PHASE BOUNDARY S1226110255 APN: cn I ��L 4 I TOTAL NUMBER OF LOTS: 297 z mr- R8131770300 25 -I / - - - - TOTAL NUMBER OF BUILDABLE LOTS: 263 - - PROPOSED CL SECTION LINE cn - 5 - TOTAL NUMBER OF COMMON LOTS: 33 � Lo - E. FIELDK/NG ST - l I APN: I I HOLDING AREA: 1 PROPOSED SWALE ^ co ROAD RIGHT OF WAY 6 / I S1226110193 I R-2 0 o � 26 17 16 15 14 13 12 11 10 9 8 7 - - - - -J NUMBER OF BUILDABLE LOTS: 12 �� N N - MINIMUM LOT SIZE (SF): 18,993 SF - - - - LOT LINE o o 18 BLOCKS APN: I AVERAGE LOT SIZE: 22,168 SF \ BLOCK4 - - - - - - - - - - - - - - - - 27 19 0 I S1226110550 I I EASEMENT APN: a) (h R8131770400 28 29 24 1 I - S89°03'39"E-527.88' R-4 0 NUMBER OF BUILDABLE LOTS: 177 � 20 E. GUERNSEY ST. S PROPOSED 8 SEWER �30 21 , 2 I NO°37'19"E 18 MINIMUM LOT SIZE (SF): 8,003 SF cn co 31 s` , 165.10' W SO°37'17"W AVERAGE LOT SIZE: 11,023 SF W PROPOSED 8" WATER (3' COVER) _ ,�o ' 22 / \ J, S8I9°08'36"E 798. 17 Q 5 6 7 8 9 164.34' - - - STORM WATER INFRASTRUCTURE � � �i . 23 3 19 - - - _ R-8 ■ � 32 ` tip\ p NUMBER OF BUILDABLE LOTS: 74 EASEMENT o 33 �9� 4 BLOCKS a BLOCKS 2 1 i 1 MINIMUM LOT SIZE (SF): 5,508 SF @ - _o 5 0 m 8 34 6 7 8 9 10 11 12 13 14 15 16 c 4 3 N89°08 36 W AVERAGE LOT SIZE: 7,628 SF PROPOSED CURB \ 7 y 40.00' m PROPOSED SEWER MANHOLE o \ BLOCK 7 35 1 _ _� RESIDENTIAL GROSS DENSITY (DU/AC): 2.60 DU/AC o 9 6 ` 2 / - - - - E. PIVOT DR 0 z v / U U m 0 SHEET INDEX PROPOSED FIRE HYDRANT ^II 0 ~ APN: --�� 5 3 2 m .. %� m N 17 16 15 14 13 12 11 10 8 7 6 5 4 3 I ® PROPOSED GATE VALVE �� o m o � R8131780900 4 3 / CNS 4 BLOCK 10 I w N , / _ERA- 5 18 - - I SHEET INDEX /�\ SIDEWALK RAMP J J w 10 Q 2 28 27 6 SHEET NUMBER SHEET TITLE Q Q in a w 19 30 EXISTING SEWER MAIN � � o o U o 29 01 PRELIMINARY PLAT SS N � 25 24 23 BLOCK 8 7 8 20 21 22 23 24 25 26 27 28 Q O 13 _ _ W EXISTING WATER MAIN N w Z 14 S. RED 21 20 g 31 I APN. 02 DETAILS Of z: � -NG(/SWA 19 10 E. DRAWBAR W S1225233910 03 EXISTING CONDITIONS o� _ _ `o Q y 18 11 �, T O EP EXISTING EDGE OF PAVEMENT o I vi 17 18 17 12 Ll 32 04 EXISTING CONDITIONS Of0 z J 19 20 10 11 12 13 14 15 16 17 Z EGR EXISTING EDGE OF GRAVEL ROAD NQ �-/ 21 /22 23 16 �5 BLOCK11 33 05 EXISTING CONDITIONS �Z BLOCK 7 24 \ 1514 �QP 1 2 kp 9 - 6 06 HORIZONTAL CONTROL PLAN X X EXISTING FENCE Q� 3 �.y 34 00 co 00 °° 07 HORIZONTAL CONTROL PLAN EXISTING OVERHEAD POWER = 25 �,. >• 8 7 5 4 3 2 1 Lo Lo OP 26 4 , CN 08 HORIZONTAL CONTROL PLAN O� 30 5 2-��V I G EXISTING GAS LINE 0 �Y 29 �'� 35 i i �I z o 27 6 O - E. IRRIGATOR ST Li w 09 LOT DATA W r APN: 11 28 �, 28 BLOCK 9 7 '�� ° I Q Q R8131780300 � 10 PRELIMINARY ENGINEERING PLAN Z co HOLDING AREA \ 27 \ 49 45 a i� i� N 30 i 8 9 ��- 48 47 46 zO 37 al 0 11 PRELIMINARY ENGINEERING PLAN _ 31 26 �'� �,�� Z z z 12 PRELIMINARY ENGINEERING PLAN �� 3233 ,A�� 2524 ��tp 11 50 44 y 38 I 13 PHASING PLAN W "m 34 ��ilA 23 ��9J� 12 43 I W _V) 35 �'�`�� 22 `�-�� v 13 42 - PRELIMINARY PLAT NOTES o Q 36 9� 21 14 BLOCK 10 39 I - z Z 0 40 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN - Q U 37 15 41 >_ COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY Q z 38 20 16 CONDITIONAL USE PERMIT. W - 0 0 0 1, oQ _ _ - - --" 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES W W o wo N89°10'56"W 1326.91' - - E. HOLSTEIN DR ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. N � Ld cn zQ APN: - -= APN: --- N89°11'36"W_1285.93' S89°11'36"E 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED Z wo R7125500020 - S1226417350 - 40.00' SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. o ;r APN: - 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) D N wJ I S1226417250 APN: APN: FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS m N oY I S1226417250 S1226417300 / OTHERWISE DIMENSIONED. �m I 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH U- �o - - I FINAL PLAT. 3 za 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 as IRRIGATION/DRAINAGE ENTITY. 0 << 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH o Z0 STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF i =N SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR 00 Lim 0 ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION x X FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT � Wa `� owz BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY °o a� WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY � voNAL ti o X 0 NORTH AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." Quo cENSFo p M``Qmoo 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. �>-o 9. LOTS 7, 13, 28 AND 36, BLOCK 1; LOT 7, BLOCK 2; LOTS 7, BLOCK 3; LOTS 1 AND 24, 16551 z- m - BLOCK 4; LOTS 1 AND 18, BLOCK 5; LOTS 1 AND 7, BLOCK 6; LOTS 1, 2, 11, 15, 16, 29 AND 2/29/24 W 39, BLOCK 7; LOTS 1, 13, 22, AND 29, BLOCK 8; LOTS 10, 17, 18 AND 19, BLOCK 9; LOTS 1, �' s� �� 0 z zU o 1 Oo GRAPHIC SCALE IN FEET 9, 18, 25, 36 AND 50, BLOCK 10; LOT 6 AND 9, BLOCK 11; ARE COMMON LOTS TO BE OWNED �9�,�TF OF �oQ Y> 0 100 200 400 AND MAINTAINED BY THE BURNSIDE RIDGE SUBDIVISION HOMEOWNERS ASSOCIATION. THESE ON McO� o X M= LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE o> SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND PROJECT N0. o X�� LOT DRAINAGE. 00 J 10. LOT 11, BLOCK 7 IS A HOLDING AREA TO BE ANNEXED ONLY AT THIS TIME. 93802000 r, w U 0of o F DRAWING NAME m w0 2000-PP.dwg U X Lid O(n On �L,Oz /wV)Q Of 1, 1 1 Y X�-O 60' PROP. 60' PROP. R/W R/W Q TESSERA JACKSON RIDGE ESTATES Q 18' B/C 18' B/C 12' EOP 18' B/C 6' I 2' 2' 3' 2' I 8' m S/W ESMT I 10' 6' 6' 5' SHLDR 8' I S/W ESMT I S/W o� 2% 2% �� — — — — 1 1 �- 11=1 11=1 I 1=1 I M I I-� -1 I I=1 I I=1 I I=1 I I=1 I I-III-III=1 I =1 I = 11=111=10=6' II _ 10 -18 =1 =1 I I==1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I- =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 11=1 11=10 -6' I 10 -18 =1 =1 I I_I I 1=1 I I-1 I I-1 11=1 11=1 11=1 11=1 -1 I I=11 M I I=I 1 I PROP. 6" _ III=11 I=I I I= ______ _= 1=III=III=1 I -_PROP. 6" =III=III=11 I=I I I- = I=III= I=III= I=III= I=III=I I I=I I I= I= ______ _= I=III= I=I I —PROP. 6" =111= =1 I=1- 111=1 I I=1 11= VERT. CURB:::::: I=III=III=I I I=I =III=III=I I I=1 11=111_III=III=III=VERT. CURB 1=1 11=III=III- =III=III=III=III=III=III=I I I=1 I I=1 I I=I I I=I =III=I I I=1 I I=1 I I-III=III=III=III=VERT. CURB 1=III=III=1 1I- PROP. PROP. zo -1 I = I I-III=III=1 I =III-1 I =III: PROP.=I I =I I I=1 =III==WATER—III=1 =I I I=I I I=III=III=III=1 I -III=III=III=III=III=III=III=III= PROP.=III=III=III=III=1 I =wATER I I=III=III=III=III=III=III=III=1 _ 11=1 11=1 I MI 11=1 11=1 11=1 11=SEWER=1 11=1 11=111=1 11=111=1 11=1 11=1 I MI 11=1 11=1 11=1 11=1 11=1 I M 1 I- -I 11-11 I=1 11=1 I I=111=1 I I=111=SEWER=1 I I=1 I M I M I M I M I 1=1 11=1 11=1 I I=1 11=1 I I=1 11=1 I I=1 11=�I I_ N -I 11=1 11=1 I I=1 11=1 I I=1 11=1 I I=I I I=1 I I=1 11=1 I I_, I I I I I I I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I ,I I ' I I I, I I I- I-1 I I- I-1 I I- 1=1 I I= I I-1 I El I I_,I I I, I I-1 I I- I =1 I I- I-1 I I- I-1 I I- II-1 I I-I I I=1 I IEI I I-1 I IEI I I-1 I IEI I 1=1 I I-III- -III- 11=1 I IEI 11=1 I IEI 11=1 I I-1 I I-I 11-1 II=III-III-III-III-III-III-I I I-I I I=I I I , III-1 I I-I 11=1 I I-I 11=1 I I-I 11=1 I I-I 11= 1 I I-III-III=1 I I-I 11=1 I I, I i' -1 I,;,I I 1=1 11=1 11=1 11=1 I I I ,III- ' =III, I I I 1=1 11=1 I I=1 I I=1 I I, I 11- -1 I, ,1 I I=1 I I=1 I I=1 11=1 I I 1 , -I I I-1 11-1 I I-I i I- III-1 11-1 11=1 I- III-1 11-1 I I-I i I- I I I=1 11-1 11=1 1I- A FARMYARD AVENUE (LOOKING NORTH) SCALE: NTS F HOLSTEIN DRIVE SCALE: NTS 35' PROP. 37' PROP. 69' PROP. R/W R/W R/W o I 21' B/C 10' 21' B/C 18' B/C 10' 18' B/C I S/W ESMT 1 10' I 6' 6' 5' I 5' 6' 2' 2' 6' 5' S/W S/W S/W S/W _ 2� 2� _ 2% — 2% Tr _= 1=1 I 1=1 I 1=1 I I -I -1 I I--1 I I- - - -1 I = = I-11 I- I-1 11= 11- II-III-I IITr 71 = III-II = I 1=1 1111=I -1 __=1II=1ElII=_-1II- _ __- _- 1-1 -_ _ -� �� _ II _ _ _ _ _ _ _ _ - _ _ _ _ - _ - _PROP. 6 — _ _ _ III— I— PROP. 6 —IIII 1-III=III-�I PROP. 3 _III-III III-III III- _ _ _ I-111 III-111 III- PROP. 3 I I-I 11 I I I- 1-1 I I=VERT. CURB=III=III=III=III=III=III=1 =III=III=III=1 1 1=1 1 1_III=III=III=III=III=VERT. CURB-III- ' 1-III=III=ROLL CURB 1=III=III=III=III=III=1 =1 I IE I I=1 I I=1 1 1=1 1 1-1 I I=1 I I=1 I I=1 I I= ROLL CURB=1 I I=I I I= III=III=III=III=III=III=III=III= PROP._=I I I=I I I=I I M I m =PROP. I I=I I I=I I I=I I I=I I 1=1 I I=1 I I=1 I I=III- F17, _ _ _ _ _ _ -' ' '- - _PROP. =WATER- -I -III-III-III -III PROP.=I I - I-III- I-II-WATER I - I-III- I-III II-I I=I I M I M I M I I=I I M 11=SEWER=I I M I I=I I M I I=I I I=1 11=1 I I=I I I=I I M I I=I I M I M I MII;I I =1 I MI I M I MI I M I MI I I=SEWER=III=III=III=III=III=1 1 1=1 1 1=III=III=III=III=1 I I=III=III 111 z 1 I I,; =III=�=III=�=III=III=II==III=�=III=�=III==III==III==1II=;I I 1 I I=1 I I=111=III=111=I I I=1 I I=I I I=1 I I=I I I=1 11=I 11=1 I I=I I M I IEI I M I MI I M I I=I I M I MI 11;I I - I=1 I I-I I I-I I I-I I I-I I I-I 11=1 I I-I 11=I I I- -I 11=1 I I-III-III-III-III-III-III-I 11-' ' '_ =1 11=1 11=1 11= 11=1 11=1 I =1 11=I 11= - =1 11= I -I 11=1 I =1 11=1 I =1 11=1 I =1 11 w Ln III-III-III-III-III,,,1 i'- —1 I, ,I I 1=1 11=1 11=1 11=1 111 ,III- -1 I I, I I 1=1 11=1 11=1 11=1 I I I 1 -1 I I, , I 1=1 11=1 11=1 1 11 I I ,III- ^ o co -III-1 11-1 I I-i I- I I=1 I MI 11=1 I I- III-1 11-1 I I-I i I- I I-1 11-1 11=1�= c cn o M B FARMYARD AVENUE AT ENTRY (LOOKING NORTH) SCALE: NTS G PIVOT DRIVE AT ENTRY SCALE: NTS N N � o = N C 60' PROP. 55' PROP. o c R/W IRRIGATION ESMT. w 00 r J O 16.5' B/C 16.5' B/C 2 2 I 27.5' N - 0 o 8, 8, 5, O � o r5' /W m I - — — — — — — — — — — — — — — — — — — — — — o w o =1 = _ __ ,_ _ = 11= I 1=1 I 1=1 I 1=1 I I I ' ___ ________ - _" o m I-III-III- III-III „ III=I I I-III-I o -61 _ 10 18 -I - I I=III III-III -I I 1=1 I I;I III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I 1=1 I I- - - IIIIII=III=_ - I-I =III=I -PROP. 3 _I=1 I -�I 1 I I-I I 1-111-1 11-III-1 11-III-1 I 1-III-111-III 111 III 111 III 111 III 111 III 111 III 1 1- m m I - ROLL CURB — I I=1 I I— _ ROLL CURB- _ I I _ _� I I= _ — — — — — — — — - �� m o � -III- -1 I I-I 11=1 I I-I I I-I -III-III-III-I 1 I 1-III-I I , III-I I ;III=-III=-III=-III =III I I - I-I I - I-I I - I-I I - I-11 - w N _ _ _ _ _ _ _ _ PROP. - _ _ _ _ __ I I I-III=1 I I=1 I I=1 I I=1 I I=1 I I-1 I I-1 I I=1 11= I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I; J J � w I-III-III-III-III-III= PROP.=III-III-III-III-I =WATER I I=III-III-III-I I I-III ,-I ;- _ ;- III= 11=III= I I=SEWER=III= 11=III= I I=III= 1 1=1 1 1=III=III=III=III=III—I I I_lII=111=111=III=111- I I I I I -- --III-III-III-III-III-III-III-III-I 11- Q Q a w ' 1-1 I I=III=1 I I=1 I I=III=III=1 I I=III=1 I I=1 I I=1 I I=III=1 I I=III=1 I I=III=1 I I-' ' I-III=III=III=III= TILED -1I=III� � �III=1 I IEI I =1IIIEI I MIIIEI I M1I-1 11- '- _ _ _ _ -1CA U LK I N S III- I- w U -I I I, I I1IIEI I M I IEI I I-III I�,I I I I I I=I I I III��1 III-III-111-111-III I , 1 I ;I__ _ _ LATERAL11=I 1 -I 11-11 I-I 11-I 11-1 =111-III-III-1 I I— I I -111-III-�11- III=1 I I-I I -I o� — iIl III—� � ' 11=1 I I—III- —III=1 w� Qa C STANDARD LOCAL STREET SCALE: NTS H STANDARD CALKINS LATERAL EASEMENT SCALE: NTS �z f 45.0' EX. R W 72' PROP. 50' PROP. / }30 R/W R/W (VARIES) C� TESSERA JACKSON RIDGE oY ESTATES 43' W w� F— ZJ I 21' B/C 10' 21' B/C I Q as I 2' 2' I 3 SHLDR 17 EOP 0 0� (� _ Of 5' 6' h 0' W 0w S/W /W 5 W cl �m _ III 1_ _ _ _ S/W Q 0 Li N =1 I 1=1 I 1=1 I I=__ _- - -� __;III, I I 1=1 11= , ,_ __ - _=1 I 1=1 I I 111- - - - - z I I I,�I I I I-III;III_ _== I I-III I o -6 I = 10 1 a III- =-III;III. ;I�I-,�►�I-III-I I I I�,I I =_ - - ___ ___ 111 I I=1 I I i I I � w Q cifow , III I I PROP. 6 =-III-I -III-I -III 11 I I III III-III==PROP. 6 II-III I I -111-III-I I I-I I I-111-III=_-i-III-III-III-III-III-III-III-I 1= III-III-III-III-III-III-III-� 1-1 11- VERT. CURB -III-III-III-III-III,;,111-1 -III-111-III-� I I-III=III-III-III-III-III-VERT. CURB -III; I I I=111=III=111=III=111=III=111=111=111=111=111=111=111=111=111=III=111=III=111=III=111=III=111=III=111=III- o_ 6 o III III=III=III=III=III= PROP.=III=III=III=III=I =WATER I I=III=III=III=III=I 11 -1 1- ' I=1 I I=I I M I I=I I M I I=I I M I I=I I M I I=I I M I I=I I M I I=I I M I I=I I M I M I M I I=I I IEI I I=I I M I 1=I I I=1 11- W za III=III=III=III=III=III=III=SEWER=III=III=III=III=III=1 1 1=1 1 1=III=III=III=III=III=III=III �;II1=1 11=1 11=1 11=111=1 11=1 I =1 I I=�=1 11=1 I =1 I I==1 11=1 I =1 11=11 =1 11=1 I =1 I I=1 I =1 I I=1 - W �Z I I I-1I-110I=1II=�=1II=I I I=1II=�-III-�-III-�=III==III==III=�=III—=I I ' I=1 11=111=1 11=11 E 1 I I=1 I M 1 I I=1 I M 1 I I=1 I I- I I=1 I M 1 I 1=111=1 I I=1 I M 1 I I=1 I I=1 I I=1 I I=1 I I- I- N LnZ ' 14 I I-I I I=1 I I=1 I I=1 I I=1 I I=11 I-I 11=11 I- -111=1 11-I I M 1 I 1=1 11=1 11=1 11=1 I I-1 11 -1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I i- z Ljo -1 I I-III=1 11=1 11=1 11=1 I I;I i'- -1 1-1 11=1 11=1 I I=11 IF: 11=_I 11- '-I I=1 11=1 I I-III-III-III-III-I 11=I I 1=111-I ' I=1 I I=1 11=1 11=1 11=1 11=1 11=1 1 1=1 ' '- N N ' I-III-1 I I III- III ' -III=1 I I I I I-III-1 I I—III i m U) LL Y N O} �o D HOLSTEIN DRIVE AT ENTRY SCALE: NTS LINDER ROAD SCALE: NTS Za 60' PROP. 39' PROP. 30' EX. > R/W R/W R/W 30 R�ROP. o as TESSERA JACKSON RIDGE O Z ESTATES 32' =N Iof 00 18' B/C 18' B/C 1 IIL, 16.5' B/C 12' EOP �"Z= 2' 2' I 8' I 3' SHLDR 17' EOP 2' o wz a 5' 8' 1 S/W ESMT I 5, 8, ��SS\ONAL eN��ti /X Z 3 S W FE I �O CENSFO FF o�w� / I 5' ls� Q QmoO �— —� S/W _ _ %� _ _ _ 16551 u Xoi _ _ _ _ _ _ _ _ % _ _ _ _ _ _ �0 Z� I I=1 I I=11 I=111=1 I I-111-1 I I-�=111= _ - - =1 I I- - - _ _ = 1=1 I I=1 I I=1 I I=111-�I I 2% - _-__ I _ _ _ _ _ _ _ �:c z _ _ — — —, — `— — — _ _ _ _ _ — — a, �,2/29/240 0 w -III=1 I I=III=1 I I=1 I I—III-III=1 I =11 = I I=1 I I-I o'-6' I ,o -18 =1 -III- - - - I-III-III-I I II I=1 I I-I I I-I I I . . . =1 I - I, - I I I=11I=111=111=111= w�o = _ _ = I PROP. 6" - _ _ _ _ - - _ _ _ _ _ - PROP. 6$$ _ _ _ = I= =I = _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ' -I 11= =1 ;,_ =I I 1=1 1=1 11= _10 -18 = 0 6 1= I 1=1 11= I 1=1 11= I �9 9TF OF \oP z ZU _III-I I -111-111 = -III-�-III- __- = I=-III-� _ -�-III-� I 1 III-111-III-111-I ___ , , , , ,-III-III-III-III==-III-III-I I I-III-III-III-I I I-I - - - PROP. 3 - - - - - _- - Y w� - VERT. CURB- — — — — — — — — I I=1 I I— — — -VERT. CURB — — — - I I — — — — — — — — — — — — — — — — — — — — — — — — I - — - — — — — — — — — — — — — — > - I - I III-III- I I-III-III-III-III I I-III-III- III-1 I I-III-III-III-I 1I- -1 -, . . -III-III-III-III-I -III-III-III-I -III-II I-III- I-III-III I I I-III- I I-III- I I-I I I- I I-I I I-I 1 11 I I-III-III-III-III-III- -III-IIIIII-I I -III-I I -III-I -III-I I I - ROLL CURB- - X _ _ _ _ _ _ _ _ — _ _ _ _ -PROP. _ _ _ _ _ _ _ _ - I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I- =I = — — — — =III=I = _ _ __,�-PROP. — _ _ _ _ _ _ _ _ _ _ - I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II III—III-III-III-III- II II-III-III-111-1'N- 11 111-III-111- Z -III-III-III-III-III-III-III-III- PROP.=III-III-III-III-I -WATER I I-III-III-III-III-III-III-III I ,111-I 11-1 I I-III-1 I I-I 11-1 I I-111-III-111-III-III-III-111-III-111-III-I I 1-III-111-III-1 I I-III-I I 1-�I - - - - - - - - - - - _ - - - o X 3 o -I = - - - - - = SEWER= - - - - - - - - - - - - - I- —I = - - - - - - - - - - - - - - - - - - - - - = I I -III=III=III=III=III=1 PROP.= I 1=III=III=III=III=1 SEWER =III=III=III=1 o W I I I I I-1 I I-I I I-1 I I-I I I-1 I I I I I-I I I-I I I-1 I I-III-III-III-III-III-III-III-III-III-III-�I 111 III-I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III - - - - _ =WATER = - - - - - - - - - - PROJECT No. N w z -I I I I I I— I I 111= =1 11= I-III-� -� I I- I=1 I I1 I=1 11= I=1 I I1 I I=1 = I 1=1 I- o m OT Q -111-�-111-�-111-III-II-�-111�;��I I III 11 -III-�-111-�-111-�-111-I 11 I -,111-III-1 I I-III-I I I-III-I I I-III-I I I-I I I-111-III-11 I-I I I-I I I-I I I-I I I-I I I-I I I-I I M I I;� , I = - - - - - - - - - - - - - - 93802000 o w w 1 1= _ -_-III- -I 11=_- - _ -_- =1 —I I =___ - _ - _ - _ _ _ _ ____ _ _ _ _ _ _ =1 I I -III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 1I- III-III-III-III-III-III-III- -III-III-III-III-III-III-III-III I, , I I I I-I -III-=III-=III-IIIIII-I I I I I-I I -I I I-I I -I I I-I I -III-I I _ _ _ _ _ -I 1=111=1 I I- _____ _ o W -III-11 I=1 I I=1 11-11 I=1 11=11 ' I 11-1 I I-III=1 I I=111=1 I I-I 11— '—I I�-I I I=1 I I=1 I I=1 I I=1 I I=1 I I-I 11-1 I I-I 1=I I I_III=1 I I=1 I I=1 I I=1 I I=1 11=111=I -I I I-I I I-I 11-I I I-I I I-I I I =1 I I-III-I I MI I I-I I I- DRAWING NAME r� ' I I-III-1 I I III-III =III=III III=III=1 -III-III-III-III-�11- ' I-III-III-III-III I I I-III-III=III- III III-1 2000-PP.dwg U X�d �i—I 1=1 O(nom %w�a E HOLSTEIN DRIVE SCALE: NTS J VICTORY ROAD SCALE: NTS K GUERNSEY STREET SCALE: NTS o2 of 13 YXrO m m EX. POWER POLE EX. GAS LINE a APN. W/ TRANSFORMER I EX. POWER POLE APN. APN: I FOUND MONUMENT R5443270700 I S1223439932 EX. WATER LINE EX. OVERHEAD R5443270800 I o AT N 4 CORNER OF EX. MAILBOX � � -H X POWER FOUND MONUMENT =—_-- - - SEC. 26, T3N, R1 W._ - D- � w EX. FIRE HYDRANT I m --- EX. SIGN `� - � - - - - - - AT E CORNER OF — _ �� - °i �' N FT VICTORY ROAD SEC. 26, T3N, R1 W. \, EX. POWER POLE EX. POWER _ _ - - - - - S89°06'38"E-2655.71' � 03 I 1 - POLE - - S89°06 38� - - - - - - � - S89 06'38"E -_ _ _ 2655.71 EX. TELECOM BOX EX. GASLINE EX. OVERHEAD POWER 1328.23' NO°33'35"E I EX. TELECOM BOX EX. TELECOM - _ '---� 25.00' EX. GAS BOX ' \ EX. OVERHEAD POWER \ �OQ SO°33;37"W FOUND COMMON MONUMENT AT I H rn 25.0000RNER L Z/EX. ELECTRICAL METER, c9� 69j 196 SEC 23, 24, 25, & 26, o EX. OVERHEAD POWER T3N, R1 W. `EX. BUILDING EX. POWER POLE _--�_ > bi EX. SIGN EX. OVERHEAD POWER 1 04 05 EX. S SPIGOT HED o X- X. BUILDING EX. LIGHT " — - EX. SPIGOT ti• T APN" 91 EX. SILOS 11I � '•e EX. FENCE R8131770100 i i IF ��„_ �' ''' EX. SPIGOT ' �\\ GAS BOX X EX. ELECTRICAL METER EX. ELECTRICAL METER EX. BUILDING EX. GAS METER SITE KEY MAP EX. SIGN � ,l,, EX. SPIGOT"�—EX. BUILDING NTS o i EX PUMP EX. FENCE 2700 M X= 2701 TH EX. POWER POLE 270 2698� EX. BUILDING EX. OVERHEAD POWER - L EX. POWER EX. GAS METER POLE 't s ,: I 2697 EX. OVERHEAD POWER Y, EX. LIGHT EX. LIGHT •~ l:: •5•'• 5 EX. FENCE `• ,'; . EX. POWER POLE I't''•:4' •y°1;.:.;.:�"+;'•'ti••{•tit: PROPERTY LINE + "t2�p'J' '�'•s-�: '.'•. EX. WASTE PONDS it:: t: EX. FENCE EX. POWER POLE ; EX. CORAL '•;' >.. Li Ln APN: t., K'; ^ Q o i R8131770200 '' ' " '' ' ''EX. OVERHEAD POWER 0 EX. FENCELLJ o EX. STORM PIPE ` `'. :' `' -'•' Q N EX. FENCE '' """"" `'''�'''' EX. FENCE EX. POWER POLE 0 EX. POWER POLE; '' � Q '� CO 00 :2� t ~ ^Ol. Q ' I •••'n p O 1V\ s•:t'•, ■ � EX. WATER TROUGH s: APN:I o S1226110255 N o .� EX. STORM PIPE 04 :•;.:5 ' : ;.:;•• 1 i '• EX. FENCE ,,..;� Ld `r .1�. EX. WATER TROUGH Ln '•. z Lu N APN: z °' '' ^ ti` '-. x, J J CD � U LiJ x ':. ''S t., Q Q U5 Q W H R8131770300 a :'S U U wft� = a w EX. OVERHEAD POWER V) wiz p V) w L,, TY LINE d�Q V) EX. POWER POLE w ` EX. FENCE 3 Q to T Z I 2 706 0 U O oY EX.GRAIN STOCKPILE EX. POWER POLE V) w o Z�p'I W z Z m ,..• S as 2� O Ld Lj �m EX. POWER POLE 0 W O — Li(n APN: I EX. BUILDING 2�01 U oN R8131770400 Z Z< �sr EX. STORM / W _0 Ik 0 Oo PIPE I W Li O F 0 `X_^ C U ZQ `f) NZ X x w= j W N O I IS Sr N - - M w ■ . . N O) LL Y ------ N O>- IV I-m k N w z 0 IV g O Z o O ��j V X Z Q 0 9 O W Q O + I o << Lv \ 03 O zo o w� a / w O \ 2)7 _� + 0 O LLI ~~ V =awQ (/� x w Z �j0 Q ILW 2708 a- 9 2�p4 x Z 3 \+ �° NORTH ° N F�c,�FF Q X 002�0 2 ��Q > >0s 16551 V a, �2/29/24o a CL w Z` m Zm 31 + 21,0 GRAPHIC SCALE IN FEET q,�,9 F OF w�n 2 \ 6� 0 40 80 160 SON M cp0� k o X 30 X �k �0� O a_wz \ �X� PROJECT N0. v c i ww \ 27p8 93802000 o x o� 2705 IV \ DRAWING NAME mz 0 IV 2000-EX.dwg ••00 MATCHLINE - SEE SHEET 04 _aLL�Cz /w(n a 03 OF Of 1 Y X r O a- a- X U EX. STORM BOX EX. PUMP "' Iv \ x I — --� --- -I--I---� I m------- EX. POWER POLE o O — 03 --� EX. TELECOMMUNICATION w �N EX. IRRIGATION LINE � N VALVE (TYP.) O 3 S89°08'36"E j • 1286.07' yMlr� EX. IRRIGATION LINE o N \ EX. FENCE Z EX. CONCRETE OUTFALL STRUCTURE p o_ 2708 EX. FENCE 9\ 2�0� N 04 05 \ \ 06 2>0) 2) \ EX. DRAINAGE CANAL EX. POWER POLE \ " \ \ EX. POWER POLE - - - -- 2�0� SITE KEY MAP MATCHLINE - SEE SHEET 03 NTs APN. o \ 2, R8131780900 2705 �� I � IV � w iv ERAS � ry Iro IV IV 2700 EX. STORM PIPE I — \ EX. OVERHEAD POWER O � I�2695 O� z_ C) EX. POWER POLE W Q o N 2690 EX. IRRIGATION TANK = U EX. IRRIGATION PUMP 0-)Q N W o 0 EX. POWER POLE Q o z EX. ELECTRICAL BOX U 2�06 W 0 o EX. POWER POLE \ Z = S x \ L00 68 EX. IRRIGATION PUMP = -1 o U � \ \ Q N CC O Q + G N � PROPERTY LINE I \ m I x _o O ~ ~ M N `3 EX. SPIGOT z m m m Li N EX. STORM PIPE 2680 LiEX. SPIGOT \ � �� m ;'� \ W W Z Z Y N CD EX. FENCE ' Q Q C/) a w U U w ft� = Q w. (n (n c� c� O c� w I EX. SPIGOT w APN: R8131780300 W F 5.. of Of EX. FENCE t (n 3 Q z Of w r x'"• O v J r n L�Y wU 00 \ W Zm U r O 0 J 699 I x 5' Q w Ld a J 0-0 w Q Um 269 x S•~S' \ w W X O w� U ., F O Lj r6 �6�1 r'�� 269� T 0 Ld o - - - - 269 Y o� o a 6 LLJ f—^ r n O FZ x V / V / z �` 5 n ZQ L 661 I i sr ' S �� 35tS pp �po IN � Op ' Q W o sr 6' NJ EX. MANHOLE X IN r �m Q) o — — — — � < — ,� — — �— — — — 1326.91' EX. FENCE x X X X �� N89°10'56"W N89`11'36' W 1285.93' �� FOUND MONUMENT 3 z a — —AT C 4 CORNER OF w <0 Z SEC. 26, T3N, R1 W. 0 o Z o A I O 0 APN:Q — V of R712550002000 I Z — — — o Q a-w APN: S\ONAL OR FL x Z3 S1226417250 o cENs F o NORTH 00 C xoF Z, I 16551 0)X(n Z r a, �2/29/24o a C,m Z00 GRAPHIC SCALE IN FEET 9iji 0 OF �pF oP w�0 0 40 80 160 SON M CIO oZT� zo o X 3, PROJECT NO. m�wz C) xa 93802000 coI w r-i cy)o XowWW DRAWING NAME 1-1 r"d Lj m zo 2000—EX.dwg Li of U XLid I � �LLoz /w(n a Of 4 OF 1 Y X r o _ I \ EX. POWER POLE FOUND MONUMENT AT Q EX. TELECOMMUNICATIONS BOX w — — S89°09'02"E 503.00' — COMMON CORNER OF Q — — — — — SEC 23, 24, 25, & 26, -EX. SIGN-� \ T3N, R1 W. ----- c� / -� � \ — -- --- -r-----� I m N EX. MAILBOX � 0 EX. SIGN—�'� I \ �'' SO°37'16"W I ; I `I APN: - _ _—, 03 \_ , S1226110193 �� ! 1I 165.11' \ '� ;'— _ � ' ao EX. OVERHEAD POWER EX. SIGN PROPERTY LINE — - 0 1 I N89°09'02"W \ \ z EX. IRRIGATION PUMP 15.00 N I \ \ — — — \ I Z _ = S89°08'36"E 1286.07' o r--- N EX. SEWER MAIN — _�I f\ w EX. FENCE � 04 1 05 m � � --- �j y 19.2 f - - - - O� 2701 y 3I2'f EX. SANITARY MANHOLE I� I SITE KEY MAP EX. FENCE— NTS O I � z Im ) ��II Lu z �5 = EX. TELECOMMUNICATIONS LINE 02 0 U) W 2�p1 d w EX. FIRE HYDRANT w X EX. FENCE Z EX. MAILBOX J z 2 X EX. POWER POLE EX. SIGN \ Q EX. FENCE Q 00 Q 00 EX. BARN w /�\ 0 N 0 o 4� EX. TRANSFORMER �o � 00 \ N z APN: Q oN S1225233910co N I EX. POWER POLE oz o >_ co 00 ,08 EX. FENCE X EX. TRANSFORMER J o 01 0 M cc N \ 6 o Q N o cn I M ? EX. MAILBOX o \ EX. STORM DRAIN X f o J m I — — 1 EX. POWER POLE ^o o F- m N + L — 1 m 1 I 0 m o EX. FENCE J I Ld Z Z W N EX. OVERHEAD POWER w 0 uj Q w Ld i`Dl o Ld � •. Q Q A i a� EX. FENCE o x \ z 3:a '' X Z :.,: V \ EX. DRAINAGE CANAL i} 1; o t5' ® \ EX. WATER �Y t 5 LINE cn w� EX. WOODEN BRIDGE W Zm EX. OVERHEAD Q O ',', . \ \ I POWER H _ LIAJ O~ .x a� x EX. SPIGOT \ I W Q a3 r: W Z 0 am ��.4•;,5 \ ��'I'2\ TH � C' 40' EX. O — _� \ ��v R/W 0 U Z oN '; EX. BUILDING\ >� I Q ZQ EX. FENCE \ �'9� 50 PROP. W Z c0 x R/W oQ X EX. TELECOMMUNICATIONS I��I I , 11�9'f W U wo EX. BUILDING c,, Z (n O F-Z N ZQ x x Ln� x V \. V \\ �0 0 �� 20.8f — ti x N T X \ - - - - — - - N y LJJ o Y x x EX. SPIGOT \ 2�09 m F-m x \ I EX. FIRE HYDRANT Z 2�OS w z x y 3z a 0 0 O) ' 06 0 X Z 4 - - o X X EX. POWER POLE \ EX. HEADGATE ` o Zo X X EX. OVERHEAD POWER \ - - EX. POWER POLE o w� X _ N Ld Q X X j —— _ E - N89°11'36"W 1285.93' — _ Z XWZ EX. EX. OVERHEAD POWER�wQ POWER POLE °Q a� \ \ EX. FENCE — — — — _ FOUND MONUMENT ASS\ONAL EN�� i�z3 EX. POWER POLE EX. POWER POLE ATE NORTH CORNER OF of \CENSF tiF Q� o F� SEC. 26, T3N, R1 W. 0 N H Q XO a3 — — _ _ — — — _ — ` ~ S89°11'36"E 16551 X a z - - 40.00' a, J 2/29/240 0 c m Zo GRAPHIC SCALE IN FEET �97iT9TF OF UzwL \ Z 0 40 80 160 N Mc0 APN: APN: �'�o S1226417250 S1226417300 o x PROJECT NO. omwz o WZ �� nmow 0 XO� DRAWING NAME 1-1 w m :> w� 2000-EX.dwg U x�a O(n oo L�O Z �W 05 OF 13 Y X�O Q I I w � � Q FOUND MONUMENT Y�j I o AT N j CORNER OF � 3: 02 X FOUND MONUMENT - - _ - - - --- ----- - - SEC. 26, T3N, R1 W._ - - - - - -� IN, _ _ _ AT E A CORNER OF I I I m N W. VICTORY ROAD - - - SEC. 26, T3N, R1 W. - - I �� 11 L1 S89°06'38"E 1328.23' 06 1327.48' - --� - - - - - - S89°06'38"E S89°06'38"E - - - - - - - - - - 1256 - - - - - - - - ll �l _ - - ;n - - - - - - - - - -1328.23' - - - - - - - --� NO°33 35 E cv 7 - - - - - - '---� ' SO°33'37"W FOUND MONUMENT AT 40519 SF COMMON CORNER OF 25.00' - - - - - - - 25.00' 116' 115' 80' T801 80' 80' 80' 15' 80' 80' 80' 80' 80' 124' - - 66' SEC 23, 24, 25, & 26, �� 19 ,o I ho �o 0 0 0 T3N, R1 W. C,10392 SF I 18 I I 1 ' '� 6 ��- ---�-- w 20 10391 SF 10400 SF 16 15 I 14 I I 12 I r 11 I 10 I 9 I r g I �10483 SF /, 07 0822294 SF 10400 SF 10400 SF 10400 SF 10400 SF 110400 SF 110400 SF 10400 SF 10296 SF I /� 5 o, 64' BLOCK 1 13 c 15126 SF 10' 61' gp' 80' 8 1950, SF 02 10' I 55, Lo Q APN: 0 80 15 80 80 80 80 58' N5 co ° h A R8131770100 E. KUBOTA ST ' L6 0 - _ 115 1 SITE KEY MAP 21 4 � NTS OZ I 61' 75' 75' 75' 75' 15' 75' 75' 75' , 8771 SF I Y 21 21' 75 75 62 2' 1 p, y 21123 SF 10 BLOCK 2 1 - - J 125' -Oo0 13 14 15 16 17 18 19 20 21 22 23 j 10113 SF 110125 SF 110125 SF 110125 SF 110125 SF I 110125 SF 110125 SF 110125 SF 110125 SF 1 10125 SF 110087 SF Q 0 100 3 SF 0ol 0 151' 1 ,�I �I ,II I I ,� I I ,rI nI n ° LINE TABLE J - - - - - - _ N J 7 � J 125, 02 72' _ LINE LENGTH BEARING 75 75 75 75 75' 40 i 0 SF 75' 75' 75' 75' 75' - - 75' = 80 R/ 10 2 L1 1291.23 S89°06'37.60"E 22 -14- N10 10 10 10000 SF 00 21744 SF N 1n In 1 '? IM 10I I " I � 1 �' Ir? IL Imo' N W , 2 I I L2 554.01 NO°33 37.22E O 12 1 11 1 10 I 9 I 8 1 1 6 I 5 I 4 I 3 I 2 1 1 y 125- „ L3 37.00 N89 06 37.60 W PROPERTY LINE 60, 10114 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10086 SF i z 151' R/W 1 o L4 210.00 N89°06'37.60"W 21 21' 9962 SF 00 Ln L5 330.01 NO°33'37.22"E ^ uco ' ' 21' 1 N APN: 7.0 62 75 75 75 75 15 75 75 75 75 75 61 ^ o i R8131770200 EX. GIVENS LATERAL ESMT �\ �^ Q• _111 - _/ 31 L6 900.22 N89°06 41.56 W n o N E. MASSEY ST - - -- o - �`�`-�. APN:23 Q ' 21744 SF L8 L4 31 L3 S1226110255 L7 329.99 SO°33'34.90"W L8 900.21 N89°06'37.60"W � EX. GIVENS F � 62' 75' 75' 75' 75' 15' 75' 75' 75' 75' 75' 62' LATERAL ESMT 21' 21' 116' O 21' Q, 2 I o L9 866.24 S89°06'37.60"E z 0 151 10361 SF � 11 J L10 330.01 SO°33'34.90"W w a 13 14 15 16 17 18 19 20 21 22 23 0 BLOCK 1 11 110125 SF 110125 SF 110125 SF 110125 SF I 1 10125 SF 1 10125 SF 110125 SF 110125 SF 110125 SF 110082 SF0)1 � � - - _ W N Lo M I r`i I r�j I I I I M BLOCK 3 �n I in I in I ic)I o 130' a, 1 L11 33.99 SO°33'34.90"W - U Z r? rn n N I 7 L12 423.96 S47 25'46.67"E D J - T 0 -- 24 p - - - 7 N I 11003 SF o I I L29 229.08 N42°06'22.67"W m N 21744 SF 75' 75' 75' 75' 75' 4050 SF 75' 75' 75' 75' 75' - - 74' co I I 60 „ 0 N y N 1 � 1 � I ro I I I � Lo ^ _ _ I R/W o L30 139.84 SO°33 37.22 W 00 w v v : N w C nI 1 � 1 � fro Iro In I ? �-,' 130' I � 0 ^�� zo � � m o m M � 151' 02 11 I 10 I 9 I 8 I I 6 I 5 I 4 I 3 I 2 18777 SF � 4 �I w =� � m N 12 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF m N o 10113 SF v ^ 11426 SF rn l I I Ld z z `�`' / w w Y APN: z 21 17' R8131770300 62 75 75 75' 75' 15' 75' 75' 7 I o ' c�nc�n oo � o ' ' ' z N 21750 SF N - 5 75 75 40 10' 1,3p� `/1 1 CURVE TABLE Z - - - - E. FIELDK/NG ST - L9 - - "' 9534 SF 9609 SF J �// / PROPERTY LINE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT a-0 152' oN 87' 75' 75' 75' 75' 15 75' 75' 75' 75' 64' ��` 1�� 22 / / Cl 545.00' 193.44' N10°43'42"E 192.42' 20°20'09" 97.75' Q �, L I I 11' 69' s \^� C2 203.00' 246.91' S34°17'04"E 231.97' 69*41'18" 141.32' ro M 00 �+ 17 I 16 1 15 I 14 I 13 I I 12 I 11 I 10 I 9 I 8 I o. 11848 SF /% C3 456.00' 172.70' S58°16'45"E 171.66' 21°41'56" 87.39' Q 26 11155 SF 1 10125 SF 1 10125 SF 1 10125 SF 1 10125 SF 1 1 10125 SF 1 10125 SF 1 10125 SF 1 10125 SF 1 10109 SF I 7 \ �' J �w - - _ _ o Y 21652 SF n M M M o 10757 SF �/ / �°j C4 757.27 623.41 S24°09 52 W 605.96 47°10 05 330.59 N wo /// / LLl C5 782.98' 136.59' S53°04'12"W 136.42' 9°59'43" 68.47' 40' -75' 75' - 75' _ 75' 75' 75' 75' 75' 75' 116' 27' / Q J W¢ �g�i d'>> 6�� - _ - - - - - ' - - o C6 744.00' 218.66' S49°44'14"W 217.87' 16°50'21" 110.12' Q o a-o 82. ^ 134 , /� / C° C7 739.21' 359.39' S27°26'05"W 355.86' 27°51'22" 183.32' W Q 3 S \ h 18 S, �m 9327 SF W Z 28/ APN: 27 3038 SF 19 > A / BLOCK 5 p U Z R8131770400 28464 SF �p� /, 9 J , 10126 SF/, S-\ 24 o ^�`° 111520 SF / 40875 SF J Q Y o 18993 SF / S �� 10125 SF/ / Q Q La 88' / ^/ 141 36 SF 6, , /��h BLOCK 4 / / / S�,\ \ N z � 93 S, 21 \ // ,��co Z w o 6 , ��1/ �S, 10125 SF �S, / i 30' 2 ICI N �> 3 / A 5`�0' �� 9576 SF D 31 N o Y �-�-� �6' 13650 SF > >S 22 j SS \ F-m \ ct' 10125 SF z Q 6 / 32 �F �S' /�� 23 �i o� 3 p, 10625 S�� Ste, I Q¢ �3• 11025 SF 12233 SF z / \ o z p�/ A 33 11025 SF S• 13605 SF W Q �/ w Z �S, 34 i �o O a� i 11025 SF/ Sj� 31 S- NORTH ° �� N FN��FF Q21' Q v , o �' m = \ \ W z3 I I I / s� 35 // 30, \ 11 - - 16551 zF-Z I / 13415 SF / 1 _ 2/29/24 > 6 36; / 101967 SF 0) J> �o 0 C x Z U o c 0 2446 SF "�� 1 1� GRAPHIC SCALE IN FEET 9�igTF OF �pPVP X w� \ / BLOCK 8 0 40 80 160 SON M c0o = I �02� / ��=Z \ / 103' i O�I 3� I / / FT o m wZ TPROJECT N0. o X=Q I / i \ 1 93802000 ww 1 O x�w - / DRAWING NAME 2000-HC.dwg w Cif O xwa a/,4 �o o MATCHLINE - SEE SHEET 07 o�o iW 06 OF 13 Y X�-O m m 191 / I I r I m w __ _ _ _ 1 FT M No 82, /// / / / 70 70'� 70' 70' 75' 75' 75' 06 0 / S89°08'36"E --� QD / / 798.06' BLOCK 5 ' 50770 SF 1 8 � / / \ 1 �� / / 5 8 1 9 1 10 I ' BLOCK 7 ��1 // 1 9800 SF 19800 SF 19800 SF 1 10570 SF 1 10570 F 110570 SF I z 42030 SF tin271 SF 0 / o N 20198 SF � / � 0 C ---[-- I > N 70' 70' 70' 75' 76' 02 75 07 08 P / _ 1 /�° 6 Q / // Sp. cP C E. PIVOT DRIVE - - L38 - --- --� 12478 SF / // 2 \� C° Of 9 \ \ 54 / "�`D 0, // /� s 6641, Si `so. <r'cp 1,\ �0, 72' 75' 75' 75' 75' 75' 31047 SF , S 5 �/ °' N 3 �21' �, -0) SITE KEY MAP 10125 SF SQ. 20' 6735 SF 116, r'� �- ? ,� NTS o qpN_ /, MATCHLINE - SEE SHEET 06 s 1 . 17 1 16 1 15 �1 14 �1 13 �1 12 z R8131780900 1� Gc' /,"p 6�' h ,� / 4� o' N 4 13109 SF 1 10418 SF 110417 SF 1 10416 SF 1 10414 SFI10413 SF 4 Q. h 6750 SF ,10293 SF 20 O o z o 7.0' �� A 10 / ,�`o ,�o�� 27' --� C'4LK/lVS L - H �o 5 GIVENS LATERAL IF9' \ C 9900 SF /2�/ C� / i� 63' S0' ATER' 14 02 / 6742 SF '��, C�j �48' - - '- - - - - 50' �- 4 \ S 5 i �' 18 75 44 31 75 75' 75' rn ESMT ^ � , 10 - 19252 SF SS, ca�\� 02 6 Sr �7 /1 29 /� � 60' d �� 13 �O �� 6 3882 SF LINE TABLE 23876 SF I BLOCK 7 � 8 A / Gj' 3 60 SF 28 / � ,�� 50' W -46817 SF � 6286 SF. �' ems. 6 , 8 02 10424 SF 27 / '� irk 50 3'12' S' �� / 7 Q °' LINE LENGTH BEARING ao Q / 7 \ cIp / , '6748 SF 26 / >6, 2�, 6094 SF- S- 19 Va' 20 I 21 I 22 „ � N 33 / 8097 SF/ 25 /^24 6748 SF lzr) S / �- G15160 SF 12205 SF 10707 SF 10707 SF L13 161.98 NO°33 34.90 E 13 4 8095 SF. A� 'S 8 155' p `� �L 20665 SF 31' r7 6�. \ �`L �S, , 8� 6746 SF 221 e 5508 SF \ BLOCK 10 L14 82.46 S47°25 46.67E O C11 50' BLOCK 8 1 r� 2026� SF 21 / ,�h `D• � � / 9 \ �\ `Sr'' C � J � / /^ 2S� - 60 7800 SF � Rd'' S� '��' Sp. � , 02 L15 387.06 S77°50'01.07"E z 14 60' 20 6100 SF, 20' 53 7 75 75 Q 3' 15021 SF 15 �j�-1� �15 J`0' S I 12 I 7232 SF ��j� �10 ��0, 6 ,�� L16 306.52 S43°01'54.00"E CD w cli 7 - I II Ulf 0 3 , S . �`l' S � Ln co 106 - � 37 1SF r 00 b)[16 °�° 86 5 RED 09I►/GIjS- _ �0� 7379 SF Sp' \/BLOCK 86100 F /G2�L E. DRAWBAR ST w L25 458.17 N43°01 54.00 W ^ 0 / 60 1 '�3� ,�0 113 Lo 1018'16 SF 0 , A y -- 40' /�� 11 ��. -= W ° 70 S L26 240.32 N 43 01 54.00 W cn o_ o-) / p. 60' 20' 17 50' , c�2 2S' 6750 SF,18 h Sp' 6100 SF, \X c�2' 96' 75' o N 1 11027 SF / 60 >>> 1 S 12 21 % BLOCK 11 W L27 74.88 N32°10 03.82 W �z o / 18 50 \ / \O. 0 24 Q N R50.0' I - / 17 S \0�'7281 SF R20' W " �- �6800 SF 19 8 S / , � �\ � 10 L28 26.21 N32°10 03.82 W z / 9520 SF / 20 / O' 6750 SF �� O- \ \ \ 13639 SF 1 L36 33.79 N46°58 06.00E z z 6800 SF 21 / ��6' 16 S� O O /,� � 11 \ S 10699 SF W ' " o 1 '^� 8160 SF. 22 / 23 `��- Sp, 6750 SF• ,�h O \ 5 \ 21' A `�� I z >- c" 00 50 zo 6800 SF 8706 SF / S' L37 54.41 N57°49'56.18"E � o \ 70 ' �' O � 50' '� gyp' \� S / 15 6O- �� P�� '` 1 S L38 844.23 S89°08'35.67"E : 60, / V O• 6750 SF• ,� / 0� 7072 SF, S 32' ■ N - 50' 24 / N �G' / 2 Q L44 372.00 N46°58'06.00"E 00 ti 9520 SF 806 SF 6100 SF, ,�`L0' Sp' m° PROPERTY LINE \ �O- 25 S \ 6100 SF, SO. 00 w 0 Q 8160 SF �� O- 21 �0'� 6'3r, _II z t t m o �� / 4 o � gyp' 680o sF 'p' 62 �\ 30 s °' 6100 SF CURVE TABLE m � m N / 0 8538 SF >p' "" o m o � _ BLOCK 9 \sp, �1. 04 CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT w w z z ui Y 27 �i \� 21' / J J cU 9520 SF �o s 29 `SO- a s in a w F- �"� G O• 6750 SF, g / C8 679.62 93.88 S10°11 42 W 93.80 7°54 51 47.01 0 0 w � = a p, . ,\'�j NN ccU o ,p'BLOCK 7 28 ems. 6, / 28 > ` / / \ C9 100.00' 230.40' N66°33'54"E 182.72' 132°00'38" 224.66' w� - 6750 SF, 0- APN: �z8160 SF 0 'Sh \ C10 491.00' 231.03' S60°54'33"E 228.90' 26°57'33" 117.69' o w R8131780300 29 N�+ C / Q Q 11 6' 2040 SF' 27 \ / Ofo +^ 917075 SF \ o, / 6800 SF �� SO- 02 9450 SF \ / C11 491.00' 29.52' S76°06'40"E 29.52' 3°26'42" 14.77' Qo C12 169.00' 102.65' S60°25'58"E 101.08' 34°48'07" 52.96' o HOLDING AREA / 31 p' \ ,O' Z / / C17 750.00' 142.21' N37°35'59"W 142.00' 10*51'50" 71.32' z I Sp, 6800 SF N \ / Q 32 , / / C18 750.00' 130.10' N37°08'13"W 129.93' 9*56'19" 65.21' N J \ p' 6800 SF wo / / '` / C20 100.00' 76.58' N68°54'25"E 74.72' 43°52'38" 40.28' W 33 H U~ + 9520 SF / C21 100.00' 57.64' N74°20'40"E 56.84' 33°01'28" 29.64' O O p J Z F- Q Q W J �,, ) T O� \ a0 LLI °' 0 a3 \ z Ld W - W J O a- _ U 11 - Z / W Q w E / - - - p Q �/ z LLI U wZ / - • O 5 cn ZQ 1 Z I / �x 1II N N v o 1 O >j DDLu (\/ W LL 0 O Nor 1 N - - - - - - - - - - - - - - - - - wZ 1327' 1326 _ �� yy yy yy N89°1 .91 , �� y� ,� yy 201' \ 0'56"W � N89°11 36 W 1285.93 Zo FOUND MONUMENT , AT C j CORNER OF _ SEC. 26, T3N, R1 W. - - - - - - - - - - - 0 O Z 0 APN: o w� V _"N R7125500020cc wm I - - �� - - - ZD - W V) o a APN: �SS\ONAL EN�i o�CD S1226417250 NORTH Q�o� �\CENSF� Qoo I m o �W?3 0 I 16551 a 6, J 2/29/240 0 aZ n c X Z� GRAPHIC SCALE IN FEET �9TF OF o�oo cn u-C) , 0 40 80 160 �0N M cO() o a-0 - - - o I �,,, PROJECT NO. o w Z X=Q 93802000 ui 0 ro Q W J 0 X Ow DRAWING NAME >m wZ 2000-HC.dwg v x:2a O Ln Op �L�OZ iW 07 OF 13 Y X�O FOUND MONUMENT AT I K COMMON CORNER OF 02 SEC 23, 24, 25, & 26, _ a -L41- \S89°03'39"E 527.88' T3N, R1 W. I I / w L40 _ _ F----I \ I I I 72' 22' \-E. GUERNSEY ST._ - - o- 125'- �� _ a \ o \S89°09'02"E � 6 Q �� - -_-- _---J�---L 1--f_----- \ Iri o 18 W , 50' 62' 20' 62' ^ Q ,� \ h' ---------- --- -- "t 3437 SF N Q 21 \ 25.01 I \ �� -r m _ _ I r--I / I APN: 86' az 5 I 6 2702 ISF I 20619 SF \ I I \ \ �v� - _\ 06 I 1 \ \ I S1226110193 _ I i ;n 17 y 8493 SF 1 8376 SF 1 8376 SF I I \ I I I PROPERTY LINE z °' 8152 SF N Ln Ln Lo Ln ;i �__� ' y ' , - , - -, - < o / 75 75 75 65 10 76 63 12 39 20 62 22 1 103 N C-- - - N C J 5858 SF G \N89°10'09' W BLOCK 5 02 BLOCK 6 \ 2 13, ) 6,, 02 g� 40.00' \ 07 08 I 12 13 14 1 15 1 16 4 1 8828 SF , \ 1 I I I I I I 10570 SF 1 10570 SF 1 10570 SF 1 10570 SF 1 10551 SF ROW 10457 SF 1^9315 SF \ ��+ $�� L43 \ o o 0 0 0 / N o 'S 2� - I 04 � G r 02 21, 21' 2�` 1 13' _ 76' 76' 76' 75' 62' \ 61' 23' SO, / 50' 27' I SITE KEY MAP - - - - - - E. PIVOT DRIVE - L42_ - I I NTS o ��_\ 1 I lz 75' 75' 15' 75' 75' 75' 75' 60' 15' 62' 11' 8591 SF I 2 M M I M � M o 0 0 17746 SF o0 11 10 �I I � g �I 7 �1 6 MI 5 �1 4 I 1 1 10412 SF 1 10411 SF 1 1 10410 SF 10409 SF 10408 SF 1 10407 SF 1 10409 SF 1 14076 SF �'\ 1 LINE TABLE i9 i BLOCK 10 101 \ 0 2082 SF / • - - - - - - � 00 o I LINE LENGTH BEARING W _ 10' _ _ _ 00 35' 25' N L17 499.27 S43°01'54.00"E W 75' 75' 15' 41' 34' 49' 26' 57' 18' 65' 75' 130' 31' � r� ;� ;,� w w I L18 179.77 S89°11'36.32"E O w �1 _ W L19 523.49 S89°11'36.32"E 6 / \ 23 1 24 1 25 1 26 I I i� z 10707 SF 10707 SF 8067 SF 11849 SF 11849 SF 1 11849 SF 1 12022 SF 153070 SF /� I I I I I 1 1 /,�^F I t o o L20 81.09 S89°11'36.32"E W / Z z z L21 88.15 N78°42'43.51"E Ln CO C 7 67' 31 L22 150.79 S89°22'43.39"E �`� o �� \ / U 75' 75' 57' 83' 02 83' 83' 70' 10'-,,,, 14677 SF O Q N p ��. I APN: L23 46.10 NO°48'23.68"E E. DRAWBAR ST L35 �'\ Q . _ _ S1225233910 Q C' 109 I o I L24 421.58 N43°01'54.00"W Y "' N 32 ` I I L31 37.44 S46°58'06.00"W / 75' 75' 43' 87' 87' 87' 72 , u� a� / / \ 21' 1' SF Z I L32 421.47 N89°07 53.05 W V\ 10 02 I s o 12 1 13 1 6 1 14 1 15 1 16 1 17 ro L33 226.10 SO'37'16.61"W - N 1 10702 SF 110704 SF 7981 SF 12421 SF 1 12424 SF 1 12427 SF 1 12241 SF 123 L34 327.90 SO°37'16.61"W / / 1 - cD 33 L35 740.43 S89°09'15.70"E m / N 60' 10455 SF 00 A / \ 15' - - - 23' - R�W L39 335.06 NO°37'11.18"E 00 w 0 0 N _ii z - - m o 75' 60' 75' 28' 47' 40' 35' 52' 64' 11' 75' L40 115.94 S89°08'33.12"E � 0 9 � BLOCK 11 N N N N N N in ^^ m m N \ 3689 SF �bLo 34 ;n L41 237.55 S89°09 16.10E _ > o m \ / 8 �,I 7 I I 5 1 4 1 3 1 2 1 1 q °° 10455 SF 00 w w z z � N � L42 127.38 S89°08 35.67E J J � U w 14243 SF o 8669 SF 19375 SF 1 9375 SF 1 9375 SF 1 9375 SF 1 9336 SF J 123' I I a s 2 a w \ O• ��'� �`�`�' I 21 BLOCK 10 136111 I L43 76.90 S89°22'44.00"E can can o o o \ I / 5 59' 15 75 75' 75' 75' 61' 31 03 SF 6100 SF, p' V'9� \ 21p�5 'Q2j p,00 10455 SF 35 00 O sp ��ti / 6 0 2-9 L32 -o - E. IRRIGATOR ST -- Y4 20' Of o / / 6100 SF. O• �� G1g� V 123' \ a Q / / / O / 7 S , �� '� p�6' 63 70 70' 70' 106' - - / / 7320 S j O \ 23, 21 123 0 I z =o / s 49 45 0, I CURVE TABLE �} \ h p' 60- `L�' / 8 '`� S \ \ 9266 SF I- 00 10091 SF N a 37 `r J p, 48 1;r, 47 1�n 46 00 10455 SF 00 J oY / 6100 SF. \\ �S C 1 N750 SF 1 N750 SF 1 N750 SF I y CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT N / 6LLI 750 SF. ,�� so' sp, / 9 /�s' \ 02 - y, 123' 1 C13 150.00' 114.77' S21°06'45"E 111.99' 43°50'18" 60.36' \ / 6100 SF,10/ 6, l o 119 60 J / C / 25 G 18. ,1830 SF O' 20' 70' 70' 70' `� R/W 1 H O o C14 250.00' 52.77' N84°45'34"E 52.67' 12°05'40" 26.48' Q U)F- `SO- 6750 SF. p' 44821 SF Sp, ,��,`L / 6, - - - I L I N / �j 02 �� 11 <<, \ ' 50 �g 44 11 11 38 0 I C15 250.00 51.96 N84°40 00 E 51.87 11°54 33 26.08 W Q 3 ' S / 24 �,\ O �s, j�ti 7320 S j G \ Z024 SF � 14859 SF 11967 SF I ° ° %p O' 8100 SF O' '9� O- / ,` 40' EX. C16 120.00 91.81 N21 06 45 W 89.59 43 50 18 48.29 W \ �� / �� 00• �`L / 12 43 / / 23' o J �� 103' 1 R/W C19 100.00' 76.62' S68°55'06' W 74.76' 43°54'01" 40.30' C� O w� O 23 p, 7320 SF 6' 13970 SF G r 0 U Z Z 34 Sp, '9Z O' 6750 SF. o-g �-9 / O' ��• �' \ I , , , , , „ , , „ , 8160 SF 0 0 / '`� �F \�' `L / '�� \ �8.0' 50 PROP. C22 150.00 114.95 N68°54 10 E 112.16 43°54 28 60.46 Q w / N s 22 'A o' N 13 �� '` %5 J ° ZQ \ `SO \ 6778 SF, �� 8003 SF 6' �\ , 42 Rp. �o I R/W C23 150.00' 114.33' N68°47'06"E 111.59' 43°40'20" 60.11' L� Q Y Q o G / 35 sp. .9� '�,5� `9�. �p / 6'- 14992 SF N z w oQ O 6800 SF ,��`� \ , �6� / 21 �� o ti / i 39 N ° Z Q / S �� R. 9831 SF �G' ' '�0' 14 �- cn z< S 36 p, \ \\ 8003 SF 6' \ 19933 SF 001 Z O wo p' 6800 SF ,�� BLOCK 9 o / �'' \ �'�`' \ 40 \�, I N U= v' '� �`Z` \ G �, / R' �12901 SF cA� o W� Sp. / 37 O� `S� �5 20 QP 6'- "1 15 S \ �\ BLOCK 10 cs? V � I D � 6800 SF n 8003 SF p, 41 I m N om / / 38 ;, 20155 SF A� / 15945 SF 11' I O CIO o sp, \,�� 8301 SF 0 06'' ,�`L�' /16 E `scP_ o 45' 53' 76' I A� 149' r? F ��8134 SF 02 °'1 43 - - _ -59' 02 - 3 _¢ 249 , _ 51 41 _ - NQ -129'=290 3 SF - -�` -31'- 0248�= 19- - - 00 m -76' R� 138 _17- =99'- `�=31'=45'�g8 o Z -5092 SF- - - - - - 2482 S _ N �C15_ N . -L22 Z L18 L19- 3 I I N ,J - o F E. HOLSTEIN DR J L20 C14 V _Of N89°11 36 W-_1285.93 C° - � o0 �� - - - - -_-_- -_- - - - -_-_ -_- -= =_= -- - - - - _ � --_- _ tea_ - - -3 � � � � �¢ m- - - - - - - - FOUND MONUMENT a� \ N AT E j CORNER OF FOSS\OVAL EN�� 3 - SEC. 26 T3N, R1W. o �\CENSF� '��F o N� APN: � NORTH Q� - _ S1226417350 S89°11'36"E �L! - - 40.00' 16551 a 6, J 2/29/240 0 c X Z0 GRAPHIC SCALE IN FEET �9�iT9TF OF ``o 0 APN: wN APN: 0 40 80 160 ��N M c0�� S1226417250 \ S1226417300 o a-0 o I �,,, PROJECT NO. o m w Z 93802000 ui o x=Q L J Q W LJ.I o X oQ� DRAWING NAME Ld a >m 2000-HC.dwg w� v x:2a O Ln Op �L�OZ iW 08 OF 13 Y X�-O LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE a- m LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) a 1 BLOCK 1 9,962 0.23 1 BLOCK 3 8,777 0.20 1 BLOCK 5 40,875 0.94 1 BLOCK 7 42,030 0.96 1 BLOCK 9 7,072 0.16 1 BLOCK 10 8,591 0.20 Q 0 2 BLOCK 1 10,000 0.23 2 BLOCK 3 10,125 0.23 2 BLOCK 5 9,576 0.22 2 BLOCK 7 2,602 0.06 2 BLOCK 9 6,100 0.14 2 BLOCK 10 17,746 0.41 m 3 BLOCK 1 10,000 0.23 3 BLOCK 3 10,125 0.23 3 BLOCK 5 10,625 0.24 3 BLOCK 7 9,900 0.23 3 BLOCK 9 6,100 0.14 3 BLOCK 10 14,076 0.32 4 BLOCK 1 8,771 0.20 4 BLOCK 3 10,125 0.23 4 BLOCK 5 13,605 0.31 4 BLOCK 7 10,293 0.24 4 BLOCK 9 6,100 0.14 4 BLOCK 10 10,409 0.24 5 BLOCK 1 15,126 0.35 5 BLOCK 3 10,125 0.23 5 BLOCK 5 10,271 0.24 5 BLOCK 7 10,125 0.23 5 BLOCK 9 6,100 0.14 5 BLOCK 10 10,407 0.24 6 BLOCK 1 10,483 0.24 6 BLOCK 3 10,125 0.23 6 BLOCK 5 9,800 0.22 6 BLOCK 7 12,478 0.29 6 BLOCK 9 6,100 0.14 6 BLOCK 10 10,408 0.24 7 BLOCK 1 40,519 0.93 7 BLOCK 3 4,050 0.09 7 BLOCK 5 9,800 0.22 7 BLOCK 7 20,198 0.46 7 BLOCK 9 7,320 0.17 7 BLOCK 10 10,409 0.24 z 0 8 BLOCK 1 10,296 0.24 8 BLOCK 3 10,125 0.23 8 BLOCK 5 9,800 0.22 8 BLOCK 7 50,770 1.17 8 BLOCK 9 6,100 0.14 8 BLOCK 10 10,410 0.24 N 9 BLOCK 1 10,400 0.24 9 BLOCK 3 10,125 0.23 9 BLOCK 5 10,570 0.24 9 BLOCK 7 31,047 0.71 9 BLOCK 9 6,100 0.14 9 BLOCK 10 2,082 0.05 10 BLOCK 1 10,400 0.24 10 BLOCK 3 10,125 0.23 10 BLOCK 5 10,570 0.24 10 BLOCK 7 23,876 0.55 10 BLOCK 9 1,830 0.04 10 BLOCK 10 10,411 0.24 11 BLOCK 1 10,400 0.24 11 BLOCK 3 10,125 0.23 11 BLOCK 5 10,570 0.24 11 BLOCK 7 917,075 21.05 11 BLOCK 9 7,320 0.17 11 BLOCK 10 10,412 0.24 12 BLOCK 1 10,400 0.24 12 BLOCK 3 10,113 0.23 12 BLOCK 5 10,570 0.24 12 BLOCK 7 19,252 0.44 12 BLOCK 9 7,320 0.17 12 BLOCK 10 10,413 0.24 13 BLOCK 1 1,950 0.04 13 BLOCK 3 10,112 0.23 13 BLOCK 5 10,570 0.24 13 BLOCK 7 20,665 0.47 13 BLOCK 9 8,003 0.18 13 BLOCK 10 10,414 0.24 14 BLOCK 1 10,400 0.24 14 BLOCK 3 10,125 0.23 14 BLOCK 5 10,570 0.24 14 BLOCK 7 15,021 0.34 14 BLOCK 9 8,003 0.18 14 BLOCK 10 10,416 0.24 Oz 15 BLOCK 1 10,400 0.24 15 BLOCK 3 10,125 0.23 15 BLOCK 5 10,570 0.24 15 BLOCK 7 1,377 0.03 15 BLOCK 9 8,003 0.18 15 BLOCK 10 10,417 0.24 16 BLOCK 1 10,400 0.24 16 BLOCK 3 10,125 0.23 16 BLOCK 5 10,551 0.24 16 BLOCK 7 1,086 0.02 16 BLOCK 9 8,134 0.19 16 BLOCK 10 10,418 0.24 17 BLOCK 1 10,400 0.24 17 BLOCK 3 10,125 0.23 17 BLOCK 5 8,152 0.19 17 BLOCK 7 11,027 0.25 17 BLOCK 9 2,482 0.06 17 BLOCK 10 13,109 0.30 18 BLOCK 1 10,391 0.24 18 BLOCK 3 10,125 0.23 18 BLOCK 5 3,437 0.08 18 BLOCK 7 6,800 0.16 18 BLOCK 9 44,821 1.03 18 BLOCK 10 3,882 0.09 19 BLOCK 1 10,392 0.24 19 BLOCK 3 10,125 0.23 19 BLOCK 7 9,520 0.22 19 BLOCK 9 5,092 0.12 19 BLOCK 10 15,160 0.35 20 BLOCK 1 22,294 0.51 20 BLOCK 3 10,125 0.23 20 BLOCK 7 6,800 0.16 20 BLOCK 9 20,155 0.46 20 BLOCK 10 12,205 0.28 LOT AREA TABLE 160 8, 0.19 21 BLOCK 1 21,123 0.48 21 BLOCK 3 10,125 0.23 21 BLOCK 7 21 BLOCK 9 9,831 0.23 21 BLOCK 10 10,707 0.25 O LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) 22 BLOCK 7 6,800 0.16 22 BLOCK 1 21,744 0.50 22 BLOCK 3 10,125 0.23 22 BLOCK 9 6,778 0.16 22 BLOCK 10 10,707 0.25 1 BLOCK 6 5,858 0.13 23 BLOCK 7 8,706 0.20 z 23 BLOCK 1 21,744 0.50 23 BLOCK 3 10,082 0.23 23 BLOCK 9 6,750 0.15 23 BLOCK 10 10,707 0.25 2 BLOCK 6 8,828 0.20 w Lo 24 BLOCK 1 21,744 0.50 24 BLOCK 7 9,520 0.22 24 BLOCK 9 8,100 0.19 24 BLOCK 10 10,707 0.25 ~ CO Q 00 3 BLOCK 6 9,315 0.21 u N 25 BLOCK 1 21,750 0.50 25 BLOCK 7 8,160 0.19 25 BLOCK 9 6,750 0.15 25 BLOCK 10 8,067 0.19 �� o LOT AREA TABLE 4 BLOCK 6 10,457 0.24 26 BLOCK 7 6,800 0.16 Q N N 26 BLOCK 1 21,652 0.50 26 BLOCK 9 6,750 0.15 26 BLOCK 10 11,849 0.27 >44 LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) 5 BLOCK 6 8,493 0.19 � o 27 BLOCK 1 28,464 0.65 27 BLOCK 7 9,520 0.22 27 BLOCK 9 9,450 0.22 27 BLOCK 10 11,849 0.27 N n 1 BLOCK 4 9,609 0.22 6 BLOCK 6 8,376 0.19 28 BLOCK 1 3,038 0.07 28 BLOCK 7 8,160 0.19 28 BLOCK 9 6,750 0.15 28 BLOCK 10 11,849 0.27 q o 2 BLOCK 4 10,361 0.24 7 BLOCK 6 2,702 0.06 - � 29 BLOCK 1 18,993 0.44 29 BLOCK 7 2,040 0.05 29 BLOCK 9 6,750 0.15 29 BLOCK 10 12,022 0.28 w cn cc 3 BLOCK 4 11,003 0.25 8 BLOCK 6 8,376 0.19 = o 30 BLOCK 1 14,176 0.33 30 BLOCK 7 6,800 0.16 30 BLOCK 9 8,538 0.20 30 BLOCK 10 15,307 0.35 -0 C, 4 BLOCK 4 11,426 0.26 9 BLOCK 6 20,612 0.47 31 BLOCK 7 6,800 0.16 N T) 31 BLOCK 1 13,650 0.31 31 BLOCK 10 14,677 0.34 5 BLOCK 4 9,534 0.22 o .o 32 BLOCK 1 11,025 0.25 32 BLOCK 7 6,800 0.16 32 BLOCK 10 10,788 0.25 0 - m 6 BLOCK 4 11,848 0.27 33 BLOCK 7 9,520 0.22 33 BLOCK 1 11 025 0.25 33 BLOCK 10 10,455 0.24 LOT AREA TABLE 7 BLOCK 4 10,757 0.25 34 BLOCK 7 8,160 0.19 LOT AREA TABLE z z o 34 BLOCK 1 11,025 0.25 LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) 34 BLOCK 10 10,455 0.24 0 0 - - m N 8 BLOCK 4 10,109 0.23 LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) z z 35 BLOCK 7 6,800 0.16 = o m o 35 BLOCK 1 13,415 0.31 1 BLOCK 8 101,967 2.34 35 BLOCK 10 10,455 0.24 36 BLOCK 1 2,446 0.06 9 BLOCK 4 10,125 0.23 1 BLOCK 11 9,336 0.21 36 BLOCK 10 31,803 0.73 w w z z 2 BLOCK 8 6,641 0.15 36 BLOCK 7 6,800 0.16 10 BLOCK 4 10,125 0.23 2 BLOCK 11 9 375 0.22 3 BLOCK 8 6,735 0.15 37 BLOCK 7 6,800 0.16 ' 37 BLOCK 10 10,455 0.24 v(n (n � � U � v w � = a 11 BLOCK 4 10,125 0.23 38 BLOCK 7 8,301 0.19 3 BLOCK 11 9,375 0.22 38 BLOCK 10 11 967 0.27 4 BLOCK 8 6,750 0.15 ' LOT AREA TABLE 12 BLOCK 4 10,125 0.23 39 BLOCK 7 2,903 0.07 4 BLOCK 11 9,375 0.22 Of 39 BLOCK 10 19,933 0.46 uj LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) 13 BLOCK 4 10,125 0.23 5 BLOCK 8 6,742 0.15 5 BLOCK 11 9,375 0.22 wo 6 BLOCK 8 6,286 0.14 40 BLOCK 10 12,901 0.30 am 1 BLOCK 2 10,086 0.23 14 BLOCK 4 10,125 0.23 6 BLOCK 11 7,981 0.18 Qo 7 BLOCK 8 6,094 0.14 41 BLOCK 10 15,945 0.37 3Q 2 BLOCK 2 10,125 0.23 15 BLOCK 4 10,125 0.23 7 BLOCK 11 8,669 0.20 Z 8 BLOCK 8 5,508 0.13 42 BLOCK 10 14,992 0.34 3 BLOCK 2 10,125 0.23 16 BLOCK 4 10,125 0.23 8 BLOCK 11 14,243 0.33 �} 9 BLOCK 8 6,100 0.14 43 BLOCK 10 13,970 0.32 oY 4 BLOCK 2 10,125 0.23 17 BLOCK 4 11,155 0.26 9 BLOCK 11 3,689 0.08 44 BLOCK 10 14,859 0.34 W 10 BLOCK 8 6,100 0.14 5 BLOCK 2 10,125 0.23 18 BLOCK 4 9,327 0.21 10 BLOCK 11 13,639 0.31 45 BLOCK 10 10 Q Zm 11 BLOCK 8 6,100 0.14 ,091 0.23 6 BLOCK 2 10,125 0.23 19 BLOCK 4 10,126 0.23 11 BLOCK 11 10,699 0.25ui H `Q~ 12 BLOCK 8 7,281 0.17 46 BLOCK 10 8,750 0.20 (/) Q Q �0 7 BLOCK 2 4,050 0.09 20 BLOCK 4 10,125 0.23 12 BLOCK 11 10,702 0.25 LLJ 13 BLOCK 8 46,817 1.07 47 BLOCK 10 8,750 0.20 Q �m 8 BLOCK 2 10,125 0.23 21 BLOCK 4 10,125 0.23 13 BLOCK 11 10,704 0.25 W Q N= 14 BLOCK 8 8,061 0.19 48 BLOCK 10 8,750 0.20 0 w(o 9 BLOCK 2 10,125 0.23 22 BLOCK 4 10,125 0.23 14 BLOCK 11 12,421 0.29 Q Z ~Z 15 BLOCK 8 6,750 0.15 49 BLOCK 10 9,266 0.21 Q oZ 10 BLOCK 2 10,125 0.23 23 BLOCK 4 12,233 0.28 15 BLOCK 11 12,424 0.29 - '~ 16 BLOCK 8 6,750 0.15 50 BLOCK 10 2,024 0.05 W 0 E 11 BLOCK 2 10,125 0.23 24 BLOCK 4 111,520 2.56 16 BLOCK 11 12,427 0.29 Q Y 17 BLOCK 8 6,750 0.15 W 0 12 BLOCK 2 10,114 0.23 17 BLOCK 11 12,241 0.28 N cn 18 BLOCK 8 6,750 0.15 Z -� 13 BLOCK 2 10,113 0.23 Q o �> 19 BLOCK 8 7,379 0.17 N �w 14 BLOCK 2 10,125 0.23 m � 20 BLOCK 8 7,232 0.17 N Y 15 BLOCK 2 10,125 0.23 w0 21 BLOCK 8 7,800 0.18 DQ 16 BLOCK 2 10,125 0.23 3 ZQ 17 BLOCK 2 10,125 0.23 22 BLOCK 8 2,026 0.05 -o 23 BLOCK 8 6,748 0.15 0 18 BLOCK 2 10,125 0.23 o Z o 24 BLOCK 8 6,746 0.15 o w0 i =N 19 BLOCK 2 10,125 0.23 Q) 25 BLOCK 8 8,095 0.19 20 BLOCK 2 10,125 0.23 wZ 26 BLOCK 8 8,097 0.19 a� 21 BLOCK 2 10,125 0.23 �SS\ONAL EN�� o N3 27 BLOCK 8 6,748 0.15 Q�o `��ENSF� �F11, 0 0 00 22 BLOCK 2 10,125 0.23 Q m = 28 BLOCK 8 10,424 0.24 uj< 23 BLOCK 2 10,087 0.23 16551 �Z1 L; 29 BLOCK 8 3,460 0.08 s� �o a 2/29/24 = x Z" 0 C C) U)>w0 N Mc\)() o "F-_ �a-=Z o� o I w PROJECT NO. o m wZ o x=a 93802000 co �J 7 QCw7W o X o DRAWING NAME >m w� 2000-HC.dwg 6 x:�a 1 �:2 ..U- Li O z �W(n< �_= 1 Y X�-O w w EX. GAS LINE / Q I FOUND MONUMENT I� 1 AT E � CORNER OF I PROP MH 03 / H Q FOUND MONUMENT EX. WATER LINE I SEC. 26, T3N, R1 W. IL o AT N 1 CORNER OF o +� EX. OVERHEAD INV IN: 2684.50 w _ _ _ - - 4 Q -H w POWER CONNECT TO INV OUT: 2684.40 J - -- f= __--� I m - - SEC. 26, T3N, R1 W._ � -,� •� - � I '! EX. WATER MAINvy VT G TV i - - �' 0 N � VICTORY ROAD - - - - - - - - - - - - O - _ 10 I 1 - - - - - -S89°06'38"E 1328.23' _ -- \_ - - - - - S89°06'38"EJ8'�Sf , 286 LF OF, - q74 8 S " 8„ - 1328.23 _ - - - - - 8 PVC @ 0.40% w _� - - -I - - - w - -- NO°33'35"E _ o 7 - - - - - - - - - - - 286 L OF 25.00' - - - - - - - _ _ _ _ PROP 8" PVC ® 0.40%INV IN: 2 PROP MH 02INV OUT: 2 I INV IN: 2683.25-1 7 ' I o 19 BLOCK 1 o SO°33'37"W I INV OUT: 2683.E 5 z I > J I I I I I i t I I I I I 6 0 25.00 11 12 18 17 16 15 14 13 12 11 10 g w � = 20 � g PROP. 8" C900 PROP MH 11 I I I 5 b W PROP. FH � WATER LINE PROP. FH I w Q INV IN: 2693.13 a PROP MH 09 v Q APN: I DSO, INV OUT: 2693.03 0cf) PROP. FH INV IN: 2690.60 �O I > -- INV OUT: 2690.50 `� m R8131770100 I {._f___ 00 305 LF of 302 LF of - V) 0 o SITE KEY MAP 282 LF OF 4 8" PVC ®C 0.60% 8 S 8" PV ©C 0.40% 8 S M 0° -c° 88 S PROP MH 05 Q NTS O PROP 9 12 8" PVC �0.40% INV OUT: 2694.96 INV IN: 2686.94 KUBOTA ST N m (0 _7 z PROP MH 08 INV OUT: 2686.84 I 21 PROP. FH \ PROP MHM 10 82 INV IN: 2690.43 10' 1 PROP MH 4 16 13 U' INV OUT: 2691.72 INV OUT: 2690.33 6 - - -10' I - 5' I NV OUT 269 .55 0 14 15 16 17 18 19 20 21 22 23 33' S/W I S/W I 0 o I BLOCK 2 1 5' B/C 5' 3 21' 21' 2 B/C FOUND MONUMENT AT - - - � @ I S/W �o S/W B/CI CD COMMON CORNER OF � SEC 23, 24, 25, & 26, \ N a- - - - - 7 - Q w `: 72' T3N, R1 W. 5 - 5 - - - - - 0 0 PROP. FH I R W 0- - - - S/W rn 1 t S/W Q -' 2 I - W 22 B C I J - > o W 400 LF F 8„S - - 8„S 400 LF OF 12 11 10 1 9 1 8 1 1 6 5 4 1 3 2 1 1 o0 0 `r Cn 8 PVC C�? 0.40% _ _ 8" PV ®C 0.40%8 S O PROPERTY LINE 60' = i o. 10' - - R/W k 60' - © w PROP MH 01 EX SS MH 1 z W R/W 1 Ln 0 z INV IN: 2681.55 INV IN: 2679.85 � 10' PROP. FH o "� Z N PROP. FH = INV OUT: 2681.45 I Q 00 APN. PROP MH 15 6 _L PROP. FH q < 00 w Ln R8131770200 INV IN: 2692.96 004-OFF INSTALL 8" BLOW U o N INV IN: 2692.96 VALVE FOR 1 o INV OUT: 2692.86 288 LF OF - - c� - Q N N b� - MASSEY ST -�, o ,M 328 LF OF - so FUTURE I I Q 8" PVC C�?C 0.40% 8 8 S `° 3 r`� m ,> -� S „ 205 L►F - - CONNECTION I C Q) CO 1 23 0 0 - _ 285 LF OF - 0 8 PVC ® 0.40%- 00 8 PVC © 0.40% Q 7.0' J PROP MH 14 8" PVC ©C 0.40%�N m PROP MH 13 II EX. GIVENS o INV IN: 2691.71 INV IN: 2690.47 0 2 > PROP. FH INV OUT: 2691.61 `r' N w L 35.0' N PROP MH 07 = o LATERAL ESMT cn INV OUT: 2690.37 `-� 0 0 INV IN: 2689.06 1 00 EX. GIVENS I � J o INV IN: 2689.06 13 14 15 16 17 18 19 20 21 22 23 U II LATERAL ESMT INV IN: 2689.06 00 INV OUT: 2688.96 - - - 1 BLOCK 1 W C° w I w APN: N ? BLOCK 3 1 00 PROP. FH I S1226110255 o 24 O - 7 3 1 o M PROP MH 17 " PROP MH 18 I I o co INV OUT: 2693.93 PROP. 8 C900 - z N WATER LINE INV IN: 2689.82 _ _ I II ,,, N w 1 INV OUT: 2689.72 �I II I II o m oN z �1 12 I 11 I 10 I 9 I 8 I I 6 I 5 I 4 I 3 I 2 1 4 ^^ mom �1 PROP MH 22 0 o I PROP. 8" C900 = > o m '•� I INV IN: 2694.36 1 J © WATER LINE z z Li N APN: z INV OUT: 2694.26 PROP. FH PROP MH 21 v 11 3 0 � v �i FIELDK/NG ST INV IN: 2693.09 cn PROP. FH PROP. 8 C900 � v v w < = a R8131770300 x - o WATER LINE ^ o 25 00 INV OUT: 2692.99 \� I/ cn cn o 0 0 0 Ld 00 0 8 S - 294 LF OF 29 LF OF _ - / 0 8" PVC ©C 0.40%- -� 'S - r' m�,<� 284 L�F 5 I 8 P VC 0.40% 8 PVC C' 0.40% �� ,y © v I PROPERTY LINE aa_ J PROP MH 23 /' 6 _� a, j INV IN: 2694.86 cv m `° / / O I 6' o- INV OUT: 2694.76 PROP MH 20 PROP MH 19 SO, \ / R/W PROP. FH z 3a I pp PROP. FH mi N INV IN: 2691.82 INV IN: 2690.59 INV OUT: 2691.721NV OUT: 2690.49 6 Of 1 c�, I I I i} � 26 Ls 17 I 16 I 15 I 14 I 13 I I 12 I 11 I 10 9 I 8 I 7 \� // v I (n L - / w o �O�,�` �0-1O Q z as g \ - - - J - - - - / Q� PROP MH 24 co W �0 x I INV IN: 2695.34 8,, 2s i/�j� 1 �� I INV OUT: 2695.24 pli�S�F � I W z c) b w '� c \O 'S 18 / \ / W - La 27 / / 0� 19 FZ r APN. 28 O9 �O�\� PROP MH 25 BLOCK 4] // q� BLOCKS z Z of R8131770400 I / �„� INV IN: 2696.46 / 1 W Q a J a � � �G INV OUT: 2696.36 \ 24 0 0 - I / / 29 `1) 0 20 Y oN II / \ PROP. FH / Za \ 30 w Z sT / Q NZ �j 21 \ i PROP. FH 2 Z z _ O� N J / \ �` / / \ PROP MH 53 LL oY 31 `Z-9� 22 i/' ,�O INV OUT: 2691.95 I m r W zz o- _ �� - / 32 \ / h / _0 03 ZQ 23 i .�� ' PROP. FH w Z PROP MH 26 i / �° ozo INV IN: 2697.41 , , 6p i =N y INV OUT: 2697.31 � Q'1� 0 i t 33 L cp�. 1 Q) 0 O� // �' w= w a O O // ,°�9� ��G 4 w / �� (Lw34 �09 v ,,� o O� v F�SS\o�N FN��ti X 3 PROP MH 28 \� �� PROP. 60 NORTH Quo C SFo FF1, o w= PARKING LOT 9 Q X oo 1 INV IN: 2698.88 oho PROP. FH i�0� / INV OUT: 2698.78 O � 16551 x�w 1 I 35 o / PROP MH 27\fir 1 a, �,2/29/24o a o �,��.� INV IN: 2698.33 d'� �q o,00 / �QJ�' INV OUT 2698.23 BLOCK8 �' OGRAP4HIC SC�A0LE IN FEE160 � �N McO��o� ozzz \ / ^' � �oA o X 30 1 /� 30, �h PROJECT NO. o =a I \ _ i 93802000 ro m w / _ PROP. PRV ESMT i i X o� �� Cb / - DRAWING NAME U X�d Li of jcnoa MATCHLINE - SEE SHEET 11 10 of 13 Of_, Y X r o w w w op FT-r--I- I m 10 - LO r� n I / S89°08 36 El z�`V\ BLOCK 7 798.06' BLOCK 5 II \ $ I /�/ s 6 � 7 I $ I 9 I 10 S 5 PROP MH 49 - --r-- o 7 PROP MH 52 INV IN: 2689.34 _ --L- ,•� \ INV IN: 2690.70 INV OUT: 2689.24 - > / INV OUT: 2690.60 PROP. FH o PIVOT DRIVE 11 12 w � 1 -� g/L OF w -- -- - - \- --� I 6 / // W, g" PVC ® 0.40� - 400 LF -o -- m .S- 8 S �-- PROP MH 33 PROP MH 32 / / �, �� 8" PVC®U ---- INV IN: 2702.09 I F OF INV IN: 2701.70 9 INV OUT: 2701.99 72=-0.407� INV OUT: 2701.60 / / / 0 6 �F 0 PROP MH 50 c° SITE KEY MAP 8 PVC � 5 PROP MH 29 � / � fps � JG INV IN: 2689.81 � � PROP. 8" C900 INV IN: 2699.39 3 % ° cP�. , P INV OUT: 2689.71 � NITS APN: I WATER LINE - INV OUT: 2699.29 ° MATCHLINE - SEE SHEET 10 .oL�� 17 16 1 15 1 14 13 1 12 o R8131780900 PROP MH 34 ° 4 oQ �o� _ 4 O / _Q o' C - PROP MH 51 . O,� PROP. FH I � INV IN: 2702.51 OF DO A4 5 INV OUT: 2702.41 �� O 2 PROP. 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