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Preliminary Plat - REVISED Q W VICTORY RD Ld URNSID RIDG STAT S PRELIMINARY PLAT / I o . APN: I APN: 1 / SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, W APN:R544327 R5443270800 I S1223439932 1 / > TOWNSHIP 3 NORTH , RANGE 1 WEST, BOISE MERIDIAN SITE o ADA COUNTY, IDAHO N.T.S. cn N0°33'35"E - - 'S89°06'38"E-1328.23' _ - - - 25.00' W. VICTORYROAD 2024 I - S89°06'38"E=1328.23'�� _ S0°33'37"W - - _ - • _ , 20 19 18 17 16 15 14 13 12 11 10 I Q 25.0o OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR 9 8 6 O APN: - BLOCK 5 1 I I LINDER HOLDINGS, LLC LAND PLANNER KIMLEY-HORN AND ASSOCIATES, INC. R8131770100 E. KUBOTA ST I I - - 849 E. STATE STREET 1100 W IDAHO STREET VlC/N/TYMAP _ W 4 1 I SUITE 101 KIMLEY-HORN AND ASSOCIATES, INC. SUITE 210 0 1 21 Q � I �— EAGLE, IDAHO 83616 1100 W IDAHO STREET BOISE, IDAHO 83702 z 13 14 15 16 17 11 18 19I 20� 21 22 23 Z 3 C6 I PHONE: (208) 941-2469 SUITE 210 PHONE: (208) 296-5401 I_ _I I II BLOCK2 1 I I I CONTACT: DAVE YOUNG BOISE, IDAHO 83702 CONTACT: BRAD DALEY, PLS _ I PHONE: (208) 297-2885 22 1 1 I I 171 1 1 I I I = 2 I \ CONTACT: BRANDON MCDOUGALD, PE 11 12 11 10 9 8 6 5 4 3 2 1 W APN: ` Z 1 0 23 R8131770200 1 E. MASSEY ST 1 w PRELIMINARY PLAT DATA LEGEND 2 � 13 14 15 16 17 11 18 19 20 1 21 22 23 EXISTING ZONING: RUT BLOCK 1 BLOCK 3 M 1 — — — — PROPOSED ZONING: R-2, R-4, & R-8 ANNEXATION & ZONING BOUNDARY Z I I I I 0 1 I I I 1 3 24 1 0 1 PROPERTY Y I o I I I I I I I I I I I GROSS ACREAGE: 123.28 AC - - - - 0 ERTY BOUNDARY O g 4 12 11 10 9 8 7 6 5 4 3 2 1 APN: 1 NET ACREAGE: 121.31 AC PHASE BOUNDARY APN. 27 vi I� I I I I I S1226110255 1 TOTAL NUMBER OF LOTS: 296 z R8131770300 25 —I II I / I - - - - TOTAL NUMBER OF BUILDABLE LOTS: 263 - - �— PROPOSED CL/SECTION LINE - 5 TOTAL NUMBER OF COMMON LOTS: 32 1LLJ— co - E. FIELDK/NG ST - l / I APN: I 1 HOLDING AREA: 1 PROPOSED SWALE r'/ ROAD RIGHT OF WAY �� 6 S1226110193 I R-2 — — 1 26 17 16 15 14 13 12 11 10 9 8 7 / — — — — 1 - - - - - - —J NUMBER OF BUILDABLE LOTS: 12 - - - - �< N N - - I MINIMUM LOT SIZE (SF): 18,993 SF LOT LINE o o 18 BLOCKS APN: I AVERAGE LOT SIZE: 22,168 SF 5 APN: \ 19 BLOCK4 - - - - - - - - - - - - - - - - 28 � I S1226110550 1 EASEMENT z R8131770400 29 30 0 % 1 1 - S89°03'39"E 527.88' I R-4 o No � 20 E. GUERNSEY ST. NUMBER OF BUILDABLE LOTS. 177 S PROPOSED 8" SEWER co MINIMUM LOT SIZE (SF): 8,003 SF w 31 21 / 2 NO°37'19"E SO°37'17"W AVERAGE LOT SIZE: 11,023 SF W PROPOSED 8" WATER (3' COVER) J c _ 32 s`�, 22 \ 165.10' W 5 6 9 , = 'bp I_ 164.34 — — — 17 7 8 STORM WATER INFRASTRUCTURE N S89°08 36 E 798.19 Q R-8 ■ A 33 �i�i�� 23 3 - - - - 1\ ��' p NUMBER OF BUILDABLE LOTS: 74 EASEMENT o \ BLOCK 5 = BLOCK 6 1 / o \ 34 9� 4 5 a 2 ° MINIMUM LOT SIZE (SF): 5,508 SF 0 8 I V 6 7 8 9 10 11 12 13 14 15 16 Q 4 3 N89 08 36 W AVERAGE LOT SIZE: 7,628 SF PROPOSED CURB 35 � \ BLOCK77 6 \\� 36 / 1 - - - - E. PIVOT - _� 1 cd 40.00 RESIDENTIAL GROSS DENSITY (DU/AC): 2.60 DU/AC PROPOSED SEWER MANHOLE o w o U U N 9 \ \ 2 �� DR Nz � � APN. --�� 5 \� 3 2 SHEET INDEX PROPOSED FIRE HYDRANT ^II o 5 ® PROPOSED GATE VALVE m m — 17 16 15 14 13 12 11 10 8 7 6 5 4 3 o m 0 � 00 R8131780900 ��� 4 / CqLK�NS � 4 BLOCK 10 I Ld c� / W 12 3 LgTERgL 5 — I SHEET INDEX SIDEWALK RAMP w w z z Y � 10 Q ( 28 27 6 18 SHEET NUMBER SHEET TITLE v v w < = a 1 SS EXISTING SEWER MAIN cn cn 0 0 0 0 N O 13 � 26 25 24 23 BLOCK 8 \\ 7 8 19 20 21 22 23 24 25 26 27 28 29 30 O 01 PRELIMINARY PLAT _ I 02 DETAILS EXISTING WATER MAIN Of Z Iw 14 =AIGUS W 21 20 19 \\ 9 10 E. DRAWBAR ST 1 APN: W of - - qy_ 18 \\ 11 T 2 S1225233910 03 EXISTING CONDITIONS EP EXISTING EDGE OF PAVEMENT o I vi 17 18 \ 12 31 04 EXISTING CONDITIONS Li z 19 20 17 \ 9 10 11 12 13 [14 15 16 2 EGR EXISTING EDGE OF GRAVEL ROAD NQ �-/ 21 22 23 16 �5 BLOCK11 32 05 EXISTING CONDITIONS �Q BLOCK 7 24 15 ��P 1 — 6 06 HORIZONTAL CONTROL PLAN X X EXISTING FENCE U o 14 „A 2 s oo 00 �f�' 07 HORIZONTAL CONTROL PLAN =r 25 �10 \\ 3 ��>• g 7 5 4 3 2 1 33 6 � OP EXISTING OVERHEAD POWER �L A 26 30 \ 4 ��Ati`; �I 08 HORIZONTAL CONTROL PLAN G EXISTING GAS LINE 0 zo \ 5 �i�` 34 �' Lu 09 LOT DATA W 0 27 2g \ 6 O E. IRRIGATOR ST !� !� 0 r APN: 11 28 �, 28 BLOCK 9 7 '�� ° I Q Q R8131780300 10 PRELIMINARY ENGINEERING PLAN m HOLDING AREA \ 27 1 44 a i� i� aQ 30 8 \'9� 48 47 46 45 Z 36 ;� ;� 11 PRELIMINARY ENGINEERING PLAN � 0 \ 31 26 �' OD \ T 9�� 9 a 37 0 0 12 PRELIMINARY ENGINEERING PLAN N _ 0� 3233 ,A�� 2524 �� 11 42 43 I 13 PHASING PLAN W cl "m 34 lok 23 ��F 12 vi W 35 \G`��v 22 21 \�-���\ 13 41 38 PRELIMINARY PLAT NOTES p Q Z U 36 '9� 14 BLOCK 10 z Q oZ 37 \\ 15 39 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN u-� Q Za 38 20 \ 40 COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY Q E ou - \ 16 _ _ - CONDITIONAL USE PERMIT. W oQ 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES W W z N89°10'56"W 1326.91' E. HOLSTEIN DR ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. N 0 z< APN: - '� APN- =�N89°11'36"W_1285.93' rS89*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. No » APN: 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) N N: I S1226417250 APN: APN: FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS m o Y 1 S1226417250 S1226417300 / OTHERWISE DIMENSIONED. �m I 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH Q �o - - I 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 a_ IRRIGATION/DRAINAGE ENTITY. 0 << 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH o Zo 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 0 ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION Lim -XX 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 N 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, 27, 29 AND 37, BLOCK 1; LOT 7, BLOCK 2; LOTS 7, BLOCK 3; LOTS 1 AND 24, 16551 z- 'mN- BLOCK 4; LOTS 1 AND 18, BLOCK 5; LOTS 1 AND 7, BLOCK 6; LOTS 1, 2, 11, 15, 16, 29 AND 4/18/24 W39, BLOCK 7; LOTS 1, 13, 22, AND 29, BLOCK 8; LOTS 10, 17, 18 AND 19, BLOCK 9; LOTS 1, o UD 0 z zU o 00 GRAPHIC SCALE IN FEET 9, 18, 24, AND 35, 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 �N 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. 0°�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 I I Q 1 18' B/C 18' B/C 1 12' EOP 18' B/C 6' I 2' 2' 1 6' 3' 2' I 8' I I I m S/W ESMT 1 10' 6' 6' 10' 1 S/W ESMT SHLDR 8' 10' S/W ESMT I S/W S/W I z S/W 2% 2q I � �2%_ _2%� --- _ ��I—_ _ i_ — •• III— �_ I I I I I-I I I-I I I-I I I-- =1 I I=1 I I=1 I I=1 I I-1 I ==1 I = I 1=1 11=10'-6' I - 10 -18 =I =1 I I=-I 11=1 11=1 11= I=1 11=1 11=1 11=I 11- ;I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 11=1 I I-I o'-6° I _ 10 -18 =1 =1 I I_I 11=1 I I-1 I I- 1=1 11=1 11=1 11=1 1I- -1 I I=1 11=1 I I=I 11 PROP. 6"=I I I=I I I=I I I=I 11= PROP. 6" =1 11=1 11=1 11=1 I- =1 11= =1 11= =1 11= =1 I I=1 I I=1 11=�_ ___ -I I I I I I I I= I=1 I —PROP. 6" -111= I=1 I I=1- —11 =I 11=1 11= VERT. CURB=III=III=III=III=1 =III=III=III=1 1 1=1 I I-1 11=1 11=1 I I=VERT. CURB 1=III=III=III- =III=III=III=III=III=1 I I=I I F9 I F9 I F9 I I=1 =1 I F9 I F9 I I=I -I I I-1 I 1=III=VERT. CURB F9 I F9 11=1 1I- I- PROP. PROP. zo -1 I = 1 I-III=III=11 =III-1 I =1 I I: PROP.=11 =1 I I=I =III=-WATER—I I I=I =III=I 11=I I I=III=I 1179 I I -III=III=III=III=III=III=III=III= PROP.=III=III=III=III=I I =WATER I I=III=III=III=I 11=1 I I=III=I I I=I 1I- -I 1=111=1 11=111=1 11=111=1 11=SEWER=1 11=111=1 11=111=1 11=1 11=1 11=111=1 11=111=1 11=111=1 11=111=�I I- -III=1 11=1 11=1 11=1 11=111=1 11=SEWER=111=1 11=1 11=1 11=1 11=1 11=1 11=1 I M I M I M 11=1 11=1 11=1 11=�I I_ N -I 11=-I 11=1 11=1 11=1 11=1 11=1 I I=I I I=1 11=1 11=111=, ,I I I I�I I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I ,I I ' -1 I I, 11 I- I-1 I I- I-1 I I- 1=111= I-1 I I- I_, I I I I I I I-1 I I- 1=1 I I- I-1 I I- I-1 I I- I-1 I I I 1 -I I=1 I I- I-1 I I- I-1 I I- 1=1 11-11 I- -I I I- I I-I I I- 11=1 I I- I El I I-1 I I-I 11=1 I-I 11-11 I-I I I-I I I-III-III-I I I-I 11=I I I 1 I I-1 I I-I 11=1 I I-I 11=1 I I-I 11=1 I I-I 11=1 .11 I-III-III=1 I I-I 11=1 I I, I i' -1 I,;III 1=1 11=1 11=1 11=1 I I 1 ,III- 11=1 11=1 11=1 I I, I 11- -1 I, I I 11=1 11=1 11=1 11 —I I I-1 11-1 I I-I I I- I I I-1 11-1 11=1 1- III-1 11-1 I I-I i I- I I=1 11-1 11=1 11- 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% 1=1 I 1=1 I I __ _ ;III I I 1=1 11= , ___= 1=1 I 1=1 11=1 I 1 -I -1 I I--1 I I- - - -1 I =_ 1= I-1 I I- I-1 11= 1- 1I 1=111=1 I I-III—I I I—I 11=1 I I=__ I I=1 I I-I o'-6' I 10 —18 -I 1 1 -1 I I=_ I I-III-I 11=1 11=1 I I I�' -I 11=1 11=1 11=1 11=1 I I-1 I I-1 11=1 - = _ = I 1=1 11=1 'o'=s' I 10'-1 s'=111=111=1 =1 11=III-1 11-1 11=1 11=1 11=1 11=1�'- -1II-1 �„ __=1I1=1 =1I1=_-1II= ____-_ _- 1-1 -_ _ _ - -II-I _ =1I II - - _ _ _ _ _ _ _ _ - _ _ _ _ - _ - _ _ PROP. 6 — _ _ _ _ i i i—i I I—III— PROP. 6 —1111 I-III=III-I I PROP. 3 _III-III I I I-1 11 I I I- _ I-I I I I I I-I I I III- PROP. 3 I 1-1 I I I I 1- 1-1 11=VERT. CURB=III=III=1 I I=I I I=I I I=I I I=1 =III=1 I I=I I I=I 1 1=111-1 I I=I I I=I I I=I I I=I I I=VERT. CURB-1 11- ' 1-1 I I=I I I=ROLL CURB I=1 I I=1 I I=1 I I=1 I I=1 I I=1 =III=III=III=1 1 1=1 1 1_III=III=III=III= ROLL CURB=III=III= III=1 I I=1 I 1=III=III=III=III=III= PROP.El =PROP. I 1=III=III=III=III=1 I I=1 I I=1 I I=III- I= F17, _ _ _ _ _ _ -' ' '- _ _PROP. -WATER- -1 -I I I-I I I-I I I -I I I PROP.=I I - I-III- I-II-WATER I - I-III- I-I I I-III=I I=I I M I M I M I I=I I M I M SEWER=1 I M I I=I I M I I=I I I=1 1 1=1 I IEI I I=I I M I I=I I M I M I I=III;I I -I 11=1 I M 11=1 I M 11=1 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 III.; =1I1=�=1I1=�=1I1=111=I1==1I1=�=1I1=�=1I1==1I1==1I1==1I1=;1 I 1 I I=1 11=111=111=111=111=1 11=III=1 11=1 11=1 11=111=1 11=1 I MII=I I M 11=1 I M I 1=I I M 11=1 I I I I - 1-1 I I-I I I-I I I-I I I-I I I-I 11=1 I I-I 11=III- -1 I I=1 I I-III-III-III-III-III-III-I 11-' ' 1= =1 11=1 11=1 11= 11=1 11=1 I =1 11=1 11= - =1 I I= I -I 11=1 I =1 11=1 I =1 11=1 I =1 11 w Ln III-III-III-III-III-III I i'- —1 I,;IIII=1 11=1 11=1 11=1 I I 1 ,III- -I I I I I I 1=1 11=1 11=1 11=1 I I I 1 -1 I I,;III 1=1 11=1 11=1 1 11 11 ,III- ^ o co I I=III-1 11=I 11- III-1 11-1 I I-I i 1- 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. 40' PROP. 20' MERIDIAN o N _ o R/W IRRIGATION ESMT. PATHWAY ESMT. w 00 r J O 16.5 B/C 16.5 B/C 2' 2' I 20' 5' 10' 5' I N MULTI—USE o .o 8 8 5 @r5' /W PATHWAY o w _ _ III-III-III-III-III-III-III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III N o III-III=1 I I-1 I 1—III-III=I = I I=1 I I-I 0'-6' I _ 10 —18 =I = I I_III-I I 1=1 I 1-11 E I I-11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z m m 00 III= = PROP. 3" =IIIIII=III= _ = 1=I =III=I -PROP. 3" 1=11 =�I ;I II1=1 I 1=111=1 I 1=111=1 I 1=111=1 1=111=1 11=1 11=1 11=1 11=1 11=1 11=1 I 1=111=1 I 1=111=1 I 1=111=1 11= II=III-ROLL CURB I I I=III=III,;,II1=1 =111=1 11=111=� 11=111=I I I=III=I I ROLL CURB=1 11=� 11 III-III-111-I I I-1 I I-1 I I-1 11 I-11 I-I 11-11 I-1 I I-11 I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-III �.�. L z L _ _ PROP. _ I-III III III III III I I I I-I I -111-1 . . . . I-I I -I I I-I I -I I I=-I I I-I 1 -111- w w 1 I I-1 11=1 11=1 11=1 11=1 11= PROP.=I I 1=1 11=1 11=1 I I-I - I I-I 11=1 11=1 11=1 11=1 11-1 I I - _ _ _ _ _ -� J J CD � w III= I I=I I I= I I=SEWER=1 I I= I I=I 11= I I=I I I= ;^1=1 I I=I I I=I I I=I I I=III=III;I I I, IIII=III=III=TIILED I I= I=III=III=III=III=III=III=III=III=III=III=III=IIII: C) C) Q Q 1E I-1 11=1 11=1 11=1 11=111=1 11=1 11=1 11=1 11=1 I M 11=1 11=1 11=1 11=1 11=1 11=1 11=' III III: I-III III III III III III III III III III III III I I I- _ _ _ _ _ _ _ _ _ _ _ _ I— CAULKINS _ _ _ _ _ _ _ _ _ _ -III- �i-III-�-1 11-1 1-1I1-� -I II-11 I-III-III-III-III-I I I I I I=I 11 I I I-III-III-III-III-III-_III -1 I, LATERAL=1 I I=1 I I-I II 1=1 I 1=1 I I _III-1 11=III-III-III-III-III=I I ' w z III.1 1 1,�11 111�1 II1,;I I 1-III -III—III, I I-11 1111=„III-' ' ' -1 I I=111-III-I -I 11-1 I I III=11 I o� 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 42' W wo F— ZJ I 21' B/C 10' 21' B/C I Q as I 2' 2' I 3 SHLDR 17 EOP 0 4 N� 2 O= 10' 6' h 0' /W EMST W Q CL 10' uj S/W o 2� /W — I S/W W w I I 1=1 11=1 I I=__ _ _-;III, I I 1=1 11= , ,_ __ =III=1 I I Q Z II I III I I 1=1 I I;I I 1-III=11 I III I I=III-I 0 -6 I - 10 -18 -III- =-III;I I 1;I i I I i 1=1 11=1 I I I I I I - ___- - - - - - ___ _ 1 11 11=1 I I I I w Q cif ow 111 1 PROP. 6 =-III-I -III-I -III _ -I I�I I II I I-III-III-III==PROP. 6 II-IIII I I -III-III-11 I-III-III-III=_-i-11 I-111-11 I-11 I-11 I-III-I 11-III= I I 1-III-I 11-III-I 11-III-I 11-� za 1 -IIII- VERT. CURB -III-III-III-III-III,;,III-I -III-III-III-� PROP. -III-III-III-III-III-VERT. CURB -III I I I;III=III=III=III=III=1I1=1II=III''III=1I1=1IM 11=1 I M 11=1 I M I I=1 I M I I=1 11=1 11=1 I M 11=1 I M 11=1 I 1 -1 I . I I—III=II I=III=III=III=III= PROP.=III=I I I=1 I I=I I I=I =WATER I I=III=III=III=III=III=1 I-I 1-1 11- ' I;1 11=I I I=1 11=I I I=1 11=I I I=1 11=I 11=1 11=I 11=1 11=1 11=1 11=I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=I 11=1 1 1=11 M I I= '-'-' za III-III=III=III=III=III=III=SEWER=III=III=III=III=III=111=111=III=III=III=III=III=III=III;111- -11I;III=1I1=1I1=1I1=1I1=1I1=11 =1IIEI =1I1=11 =1II==1I1=11 =1I1=11 =1I1=11 =1I1=11 =1I1=1I W Z Q ' I I;111 =III=1I=1I1=�=1I1=1I1=1I1=� 1I1 I;I I 11I1= =1I1==1I1==1I1=�=1I1=I I I ' I=1 11=1 11=1 11=1 I E 1 11=1 I M 1 11=1 I M 1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I M 1 11=1 11=1 11=1 11=1 I F=d I- N -I 11-III-I 11-III-I 11-III-I 11-III- I I I I 1-1 I I-I I I-I I I-I I I-I 11-I I I-I 11-I I I- -11 I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1II=1 11=1II=1 11=1 11=1 11=1 11=1 11=1 11=1II=1 I I- N _ -III-I I I-1 11-I I I-I 11-I I I-I I ' -1 I I, I I I M 11=1 I m I 1=1 I I 1 ,I 11- -I 1 I-1 I I_, I I I I=1 11=1 11=1 11=1 I I 1 ,I I 1 I-I i 1=1 I I=1 11=1 11=1 11=1 11=1 I I, I I '- N I=1 I I-1 11-1 I I-I i 1— -I I I=1 11-1 11=I 11- -11 I-I 11=1 I I- I_ I I I I I I I I I I ,;III- m pp L Y O} UJ o D HOLSTEIN DRIVE AT ENTRY SCALE: NTS CINDER ROAD SCALE: NTS 3 zn 60' PROP. 39' PROP. 30' EX. 47' PROP. R/W R/W R/W R/W o as TESSERA JACKSON RIDGE o Zo ESTATES 32' o w< w �Q of F= 18' B/C 18' B/C I 16.5' B/C 16.5' B/C �"Z= 2' 2' I g' I 3' SHLDR 17' EOP 2 2 (n objZ N5' 8' 10' 1 S/W ESMT 5' i ASS\OVAL fiy�/ IRE X Z3 S W S W S/W EMST 5' 5' I �oF cENSFo OFF Q m o o _ _ _ / 2% 2% / I 10 S/W S/W , Q �x Z __ _ _ �— —� _ _ S/W 2% _ ?% 16551 1=111=1 11=1I1=1 I I-III-III-�=1 11= - - =1 I I- =1 -III=III=III=III=1I1-�I _ _ _ aw -III=I I I=1 11=1 11=1 11=1 11=1 I I-1 I =1 I = 11=1 I I-I o'-6' I ,o —18 =1 =III= -III=1 11=1 11=1 11=1 11=1 11=1 11=1 11 - - - _ _ = 1=1 I I=III=1 _1=1 I I=III=1 I I=III=1 I I=11 -_ _ I I - I I=III=1 I I=111- wU� » - I I— —1 z z Z o - - - = 1 PROP. 6 - - - - - - - - - - - - - PROP. 6" - - - = 1= =1 = -__ - - _ _ _ - _ -_- - - _ -_- = 1 ' -III=III=�I I—III—I I ;,- =III=III=III=I I =10=18 - - I=III=I I I I 9 qTF of �QP O , Oo -III-I I -1I1-I1 = -1I1-�-1I1- __- = 1=-1I1-� _ -�-1I1-� 1 1 III-I 11-III - I I =__ , , , , ,-III-III-III-III==-III-I I I-III-III-III-III-III-I - - PROP. 3 - - - - - - - - PROP. 3 �p Y>wN - _ - - VERT. CURB- - - - - - - - = I 1=1 11— - - =VERT. CURB - - - - I I — - - - - - - - - - - - - - - - - - - - - - - - I I -11 =111= =III= =III= 11= =III=�,�-I 11- =III= _ = oN M c00 U- _ -III-III-III-, . . -III-III-III-III-I -III-III-III-I -III-III-III- I-III-I I I-III I-I I I- I I-I I I- I I-I 11- I I-I I I-1 11 111-11 I-I 11-1 11-1 11-1 I I- -I I I-1 11 1 I -1 I -I I I-I I -I I I-I -I I I-I I I _ - ROLL CURB_ - - - - - - - _ - - ROLL CURB X _ _ _ _ _ _ _ _ — _ _ _ _ -PROP. _ _ _ _ _ _ _ _ - 1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — = — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ _ _ _ _ _ _ _ _ _ _= I- -III=1I1 -III-III-II1-1I1=1II I1-III-III-II PROP. II=1II-III-11 III-I I� Z -1 I I-I I I-I I I-III-III-III-III-III- PROP.=III-III-III-III-I -WATER I I-III-III-III-III-III-III-III-II I ,III-1 I I-I I I-1 I I-I I I-1 I I-I I I-III-I I I I I I I I I I I I-I I I-I I I-I 11-I 11-I I I-I I I-I 11-I I I-I I I-I I I-I 11=1 I I-I I - - _ _ - - - - - - - - _ - - - - - o X 3 -I = - - - - - = SEWER= - - - - - - - - - - - - - 1- —I = - - - - - - - - - - - - - - - - - - - - - = I 1 -1 I I=1 I I=I 11=1 I I=1 I I=I PROP.= I I=I I I=I I I=I I I=I I I=I SEWER =I I I=I I 1=III=III=III= o W I I III-III-II I-III-III-III III-III-II I-III-III-III-III-III-III-III-II I-III-II I-III-�I III III-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I 11-I I I-I 11-I I I-I 11-I I I-I 11-I I I-I 11 I -I = - =WATER = - - - - - - - - - - = 1 PROJECT No. N w z -11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 I 11— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = 11 I I-1 11=1 11=1 I I-I I 1 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 I I=1 I I=1 I I—I NO m 0 J III -I I I-I -I I I-I -I 11=1 I I= I I-I -I I I I�I I I I I I I I -III-I -I I I-I -I I I-I -I I I-I I I-,I ,III-III-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I i,I 11_ _ _ _ _ _ _ _ _ _ _ _ 93802000 co ww 11- - _ -_-I 11— 11_ = - _ -_- =1 —1 I -___- __- __- _ ___ _ _____ ___ ___ _ _I -1 I I-I -III- - I I-I -III- -III-I -III-_-III- -III-_- a-o w —I I I I-I I I-I I I-I 11-III-III-I 11-I I I- III I I I-I I FE I I-I I I-III-III-III I, , I I - I I-I -I I I-=1 I 1-=I I I-111 III-I I I I I-I I -I I I-I I -I I I-I I -I I I-I I - - - - - O a-R� -111=111=111=III=111=1 I I-III 1 I 1-111=111=III=1II=1 I I-I 1 I- '-I I -1 11=1 11=1 11=1 11=1 11=1 I I; I 1-1 11=1 11=1 11=III=1 11=1 11=1 11=1 11=1 11=1 11=1 -I I -II1=1II=1I1=1II-1 I I-I 11=1 11=1 11=I 11-1 11-II1=1II=1I1=1II-� DRAWING NAME 1�1 ' 1j=1 I I-1 I I-1 I I-111 ' '=1 I I=1 I I-1 I I=1 I I=1 '''=1 11=1 11=1 11=1 11=1 11=' ' 1 I I=1 11=1 11=1 11=1 11=1 2000-P P.d wg ?Hwy - CFI—� 11=1�1 ��-1�1=1�1=1�1- I� U X�d O(n.z %w�a E HOLSTEIN DRIVE SCALE: NTS VICTORY ROAD SCALE: NTS K GUERNSEY STREET SCALE: NTS 02 OF 13 �_L- Y X r 0 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- 00 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 0 1V\ s•:t'•, ■ � EX. WATER TROUGH s: APN:I o S1226110255 N o .� EX. STORM PIPE :•;.:5 ' : ;.:;•• '•• EX. FENCE Ld `r .1�. EX. WATER TROUGH I.C) I I O m N Ld Li APN: LiJ x ':. S t., Q Q (n Q W H R8131770300 a :'S U U wft� = a w EX. OVERHEAD POWER V) p V) W W Qa X X X '''ti" TY LINE d 0 of ) EX. POWER POLE w AEX. FENCE 3 Q to T -Z I 2706 0 U 0 oY EX.GRAIN STOCKPILE EX. POWER POLE V) w o Z�p'I W z 0 m ,..• S a s 2� O 0-0 �� 2,°� �j°� °° W Li �m EX. POWER POLE 0 W O — LiN APN: I EX. BUILDING 2�01 U R8131770400 o� � � Z a a Li z - Z sT EX. STORM / o Q 0 0� PIPE I W Y o Li 0 U Z Q X N X LL W Of w N w J -------------------------- N ------------- X LL �-m k Q Ld ii IV 0 'O Z 0 ��� ��� V X Z Q 0 9 O W Q 0 � + I N 2� o v \ 03 z O o o w� a w 0 0 ~~ V �o wQ x w Z O Q �2708 9 21p4 %x Z 3 \+ �° NORTH °��SS\oNN F�c,�FF Q X O o \ °il Ld' 2�0 2 ��Q > >0s 16551 g�� V 1p4/18/24o a m Zm ��i + 2�p GRAPHIC SCALE IN FEET q,�,9 F OF w o0 2 \ 6� 0 40 80 160 SON M c003 k o X 30 X �k o wZ \ �X� PROJECT N0. o_ v �C14 i ww \ 27p8 93802000 o x o� 2705 IV \ DRAWING NAME mz 0 IV 2000-EX.dwg ••00 MATCHLINE - SEE SHEET 04 _aLL Ln Cz� /w cn a 03 OF Of 1 Y X r o a- a- X U EX. STORM BOX EX. PUMP IV 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 2>0) 2) \ EX. DRAINAGE CANAL EX. POWER POLE \ " \ \ EX. POWER POLE - - - -- 2�0� 4 x \ r 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 00 W U U � N 5, EX. SPIGOT �I � ~ ~ m o 11 o :{ z m M \ EX. STORM PIPE 2680 EX. SPIGOT o m o \ z z W EX. FENCE �_J J � U W •'•� \ Q Q (n Q W H U U W ft� = Q w. (n (n c� c� U c� w I EX. SPIGOT w APN: R8131780300 w w 5.. wo EX. FENCE t Q N 3 Q z Of O 1 rw r x'"• 0 J x //� O v J r n L� V / o0 \ W S wO ~_ O w J 699 Q m aa J 0-0 w Q Um 2�9 x S•~S' \ w W x O w� �o \ U ., x Z FU x X O LL a z a E 00 Cp :9 O W z 0 0(n w 269 Y N — — 6 � W 0 Q � �Z x C N u� U ZQ x Y I �� ' s6' �U6866,9 699, 62 5,9Q52S r � -O �ONL � 04 ` �O �O LJ o OQN EX. MANHOLE XO I r -J a 1 EX. FENCE X x x a �o - - - - - - �� - - — 1326.91' x X X X -�`� N89°10'56"W — — X N89`11'36"W 1285.93' �a- FOUND MONUMENT 3 z a _ — —AT C 4 CORNER OF w <0 Z SEC. 26, T3N, R1 W. 0 o Z 0 O APN: I 0 �_ — _V of R7125500020 I — Z — — — Na — o Q a-w APN: S\ONAL OR FL x Z3 S1226417250 o cENs F o NORTH LL < x00 oF �?Q� I 16551 Q X(n r a, �4/18/24o a Z C,m Z0 GRAPHIC SCALE IN FEET 9iji9TF OF �QF oP w�0 0 40 80 160 SON M c0133 oZT,! zo o X 3, PROJECT NO. m�wz C) xa 93802000 coI w r-i o XowWW DRAWING NAME 1 r"d zo 2000—EX.dwg Li of U XLid I � �LLOz /w(n a Of 4 OF 1 YXrO _ 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. ----- o N EX. MAILBOX � \ 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 \ \ _ = S89°08'36"E 1286.07' o r--- 0 EX. SEWER MAIN — _�I f\ w EX. FENCE � 04 1 05 � � � --- �j y 19.2 f - - - - O� 2701 y 3I2'f EX. SANITARY MANHOLE I� I SITE KEY MAP EX. FENCE— o NTS o I � z Im ) ��II Lu z �5 = EX. TELECOMMUNICATIONS LINE 02 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 -im� 1 EX. POWER POLE � w C N II — m o \ lm C l .Ii� 0 m 0 EX. FENCE J I z z w EX. OVERHEAD POWER w w � � LLI� w Ld ` loll �Z x \ \ w o Ld � •. Q a� EX. FENCE o x \ z 3:a EX. DRAINAGE CANAL 50 0. i} :1 o EX. WATER Y t 5 LINE cn wo EX. WOODEN BRIDGE W Zm x �.: \ EX. OVERHEAD Q ',', . \ \ I POWER H _ J O~ .x a0 x EX. SPIGOT \ I W Q a3 x r: Ld W z 0 .4 ,5 TH 40 EX. O C' _� \ �<�\ R/W 0 U Z oZ EX. BUILDINGuj \ ZQ EX. FENCE \ 9� 50' PROP. W Z E �� x R/W Y \ EX. TELECOMMUNICATIONS I����I I , 11�9'f N W Za EX. BUILDING o ZQ x \ �j 1 `� T x V \ V �\ -10 0 ti 20.8'f X wo I IWt _ y W ON w� Ul g L'Y x x Om EX. SPIGOT \ 9 I EX. FIRE HYDRANT Ld 2�p5 Q o F- 3 Z a 0� 0� O� 06, O) x O� O� �� X j Q ' \ \\ 2'>0 06 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' — — — — — _ �wQ EX. OVERHEAD POWER XUJZ EX. POWER POLE °Q a� \ \ EX. FENCE FOUND MONUMENT ASS\OVAL EN�� i x z EX. POWER POLE ATE CORNER OF of \CENSF tiF EX. POWER POLE NORTH Q� o F� SEC. 26, T3N, R1 W. 0 N H Q XO Ia3 — — — _ — ` ~ � S89°11'36"E 16551 X o z - - 40.00' a, J 4/18/240 0 c m Zo GRAPHIC SCALE IN FEET �97iT9TF OF Uj \ Z 0 40 80 160 N Mc0 APN: APN: �'=o S1226417250 S1226417300 o x PROJECT NO. omwz o WZ co I �� nmow 0 XO� DRAWING NAME w >mw� 2000-EX.dwg c� 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 02 X FOUND MONUMENT ----- - - SEC. 26, T3N, R1 W._ - - - - - -� IN, _ _ _ AT E A CORNER OF I I I m 11 N W. VICTORY ROAD - - - SEC. 26, T3N, R1 W. - - I �� I� L1 S89°06'38"E 1328.23' 06 1327.48' � , - - - - - - S89°06'38"E S89°06'38"E - - - - - - - - - - - - - - 1256' - - - - - - - - - NO°3335 E N -7- - - - - - - - - - - - - - - -- - - - -_- -_ - '--- ' - - - - - - - - - - - 1 40519 SF - - - - SO°33'37"W FOUND MONUMENT AT 25.00 7 1 pg 115 8of 80' 80' 80' - - - - - - - - - COMMON CORNER OF 25.00' --- 15 80 80' 80' 80' 80' 124, 66' SEC 23, 24, 25, & 26, o I-r,_ o0 0 o o T3N, R1 W.19r) M �,� o I lo 0 0 o a, I I > �,10392 SF I 18 I I 1 - 6 r�- ---�-- w 17 16 15 1 14 1 1 12 Ir 11 1 `- 10 I I � 1 I 08 20 g 1 r 8 10483 SF I I 07 21279 SF \ 1 10391 SF I 10400 SF 1 10400 SF 1 10400 SF 1 10400 SF 1 1 10400 SF 110400 SF 110400 SF 10400 SF 1 10296 SF I /�` 5 o' 64' BLOCK 1 13 C 15126 SF I i , 1950 SF , 55, Q APN: , 10' 61' 80' 80' 80' 80' 15' 80' 80' 80' 02 80' 58'0 R8131770100 130' � � I E. KUBOTA ST o L6 - - ��5 I g SITE KEY MAP Q 21 4 NJ I I NTS o � m I Q z 61' 75' 75' 75' 75' 15' 75' 75' 75' 75' 75' 62' 1 10' SF I I y � 20041 SF 10'21 21' ? 1 J BLOCK 2 25- 1 00 13 14 15 16 17 18 19 20 21 22 23 j _ 3 o I I 1 10113 SF 110125 SF 1 10125 SF 110125 SF 110125 SF I 1 10125 SF 1 10125 SF 110125 SF 110125 SFJ10125 SF 110087 SF Q 0 10000 S1-oco:) 00 144' r �1 "'1 �I1 �I I �I n1 �I n1 'I'I ° LINE TABLE N Q _ - �7 - - - - - - J 125' 72 11 ' LINE LENGTH BEARING 75 75 75 75 75 4050 SF 75' 75' 75' 75' 75' - - 75' = 80 R/ 2L1 1291.23 S89°06'37.60"E 22 N 1 n 1 ,�� I ,�� I 10 I I M 10000 S 00 20736 SF I r 1 r 1 - I Z 1 1 1 L2 554.01 NO°33'37.22"E O 1 � 12 I 11 I 10 I 9 I � 8 �I I 6 I � 5 I 4 I 3 I 2 I 1 �i 125' I „ L3 37.00 N89 06 37.60 W PROPERTY LINE � 602 10114 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10086 SF i z 11 cfl 144' R/W 21' J `O 9962 SF m 1 L4 210.00 N89°06'37.60"W W � 00 21 I L5 330.01 NO°33'37.22"E � CO ' ' 21' II � N APN: 7.0' 62' 75' 75 75 75 15 75 75 75 75' 75' 61' ^ o i R8131770200 I EX. GIVENS LATERAL ESMT f L6 900.22 N89°06'41.56"W cn o 0) 1 - -- - � �' Q• 111 - i 31 � E. MASSEY ST - - -- o - �`�`-�. APN: \ Q 35.0' 20736 SF 23 L8 0 L4 31 f L3 S1226110255 L7 329.99 SO°33'34.90"W �\Q 0 CN L8 900.21 N89°06'37.60"W EX. GIVENS 62' 75' 75' 75' 75' 15' 75' 75' 75' 75' 75' 62' o U CN LATERAL ESMT 27 21' 21� 116' 8157 SF Lo 21' 2 1 o L9 866.24 S89°06'37.60"E _ �n a� 144 10361 SF 1 J L10 330.01 SO°33'34.90"W w 13 14 15 16 17 18 19 20 21 22 23 0 r Q 10112 SF 110125 SF 110125 SF 1 10125 SF 110125 SF I 110125 SF 1 10125 SF 1 10125 SF 10125 SF °'I BLOCK 1 I 110125 SF 1 10082 SF - I L11 33.99 SO°33 34.90 W - - - w �II11 -LoI I M BLOCK �I �I �1 LoI o 130 N rn N I 7 L12 423.96 S47°25'46.67"E CN o 0 24 p - - - 3 � m 7 - - - - - - N 11003 SF I I L29 229.08 N42°06'22.67"W N 20736 SF 75' 75' 75 75 75 4050 SF 75' 75' 75' 75' 75' 74' `r cro I I 60' o I � N 1 y N 1 I rLo `i 1 r`i r�1 0 I I L Lo ire in ^ - _ I R/W I I o L30 139.84 SO°33'37.22"W o0o w c� c� g N w C �I I � I � I � I � I �' I �' �' 130' zo m04 o z m 144' 02 I 11 I 10 I 9 I 8 I I 6 1 5 I 4 I 3 1 2 I 1 I I Il w m 00 12 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 10125 SF 8777 SF °' 4 I I _ > o m i 10113 SF v ^ 11426 SF K 11 I r i w Ld L 0 1 21' / 0'I n ww zzv w APN: z 17, 1 I 11 1 Z nn oo � o R8131770300 I 25 N 62 75 75 75' 75' 15' 75' 75' 75' 75' 75' 40' j 13p� / 11 N 20742 SF 10' 1/ / / CURVE TABLE Z - - - - E. FIELDK/NG ST - - L9 - - - "' 9534 SF 9609 SF / J - �// / PROPERTY LINE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT uio 145' 87' 75' 75' 75' 75' 15' 75' 75' 75' 75' 64' ��` 11�� l l Cl 545.00' 193.44' N10°43'42"E 192.42' 20°20'09" 97.75' 22 / �Q I �, I I Lo 11' 69' s \ v / C2 203.00' 246.91' S34°17'o4"E 231.97' 69°41'18" 141.32' o. 6 z _ 12 1 11 1 10 I 9 I 8 I 11848 SF /// �/ C3 456.00' 172.70' S58°16'45"E 171.66' 21°41'56" 87.39' Q 26 �- 11155 SF 110125 SF 1 10125 SF 1 10125 SF 1 10125 SF I 110125 SF 10125 SF 10125 SF I I I I 110125 SF 110109 SF // o) J w - - - - - 20440 SF 1n Lo f » , `^�'/ o, C4 757.27 623.41 S24°09 52 W 605.96 47°10 05 330.59 Y Cam, M n '°? ' Lo ,"� M o I 10757 SF / h N / / C5 782.98' 136.59' S53°04'12"W 136.42' 9°59'43" 68.47' _ / LLI / J ' ' ' ' ' ' ' ' ' / f 1 e / 11 f s ) ff f 40 -75 75 - 75' 75 75 75 _ 75 75 75 116' 27' / W Q 1 �g�� >> 6�, - - - - - - - - / / / o C6 744.00 218.66 S49 44 14 W 217.87 16 50 21 110.12 Q ro U)� 134' / / C° C7 739.21' 359.39' S27°26'05"W 355.86' 27°51'22" 183.32' N � _ 0 18 W Q 9327 SF W Z _L a- 1 27424 SF �� / 0' / \ // BLOCK 5APN: 0 U o R8131770400 Icy) 29 i 9 10126 SF/ v 24 (fi2993 SF 30 7> \ �, /'`,5� 20 111520 SF // / 40875 SF W Q h / Q _ 18605 SF / 10125 SF Y Q / �/ 31 36, �� /, BLOCK 4 / / / / - wo / � \ z w Q 83. _ �_ 91' 13985 SF , \\ >�, /��� 21 //\\ // �o 6' \ Z Q w� __- 6,3� �� Off' �\ 10125 SF �S, i \ 30' 2 N o W� / 32 �� / h , 5�� 9576 SF m u): > > � "� h � L Y > 13433 SF > �S� 22 V �i \ �- > �j �S- \ Q om I - �� � �' 10125 SF wo - ��_ / �!O 00 / \ � ' \ 3 �� ��`�/ 33 �iy > `'� oo. G 30, 10625 SF 3 z¢ \ ,/ Q Q �• 10837 SF/ �S• \\� 23 12233 SF <z o D�/ �'S�O '�1`b / ' wa I \ �\ �� �S, 34 > ��,, cO��� 4 \ I \ 10837 SF/ S� \ / ,j GAO i �9' 13605 SF 1 1 Clf �,5. 35 i o K 10838 SF �j� 31„ / 0�, SS ONAL EN�ti o CD \\ / ,� Q NORTH Q�OF�,CENSF��F�"� \ S- 36 / f \ 1 - - 16551 o� Mzaw I I // \ 6, 13153 SF 30 / 1 \ 1 _ - a, J 4/18/240 0 >Z I \ 37; ti4' 100635 SF ,�,� \ �9 TF � P� o xoo 2389 SF ^� 1 GRAPHIC SCALE IN FEET iji OF v cn l-U >wN I / v� BLOCK 8 0 40 80 160 UN M c0Q op f o �w I \ / / o 1 wZ PROJECT NO. x=Q I / \\ / \ I 93802000 0X�-w �/ I DRAWING NAME _, Zo \ // 2000-HC.dwg m w O x:2a MATCHLINE - SEE SHEET 07 o�oo iW 06 OF 13 Y X�-O w m 191 45853 SF -- -�-- - w 50, M No �9' \\ 70' 70'� 70' 70' 75' 75' 75' 06 \ / S89 08 36 E _ I I � � I \ 798.06' BLOCK 5 ' z 8 I o v v --� \ \ 50169 SF I Sj, �\��`\\ / /j /' I 6 1 7 I 8 1 9 1 10 I 11 BLOCK 7 ��' \ / '/ i' 102751 SF 19800 SF 1 9800 SF 1 9800 SF 110570 SF 1 10570 F 1 10570 SF I o 7 \ // o O o C o N N 19780 SF \ / \ / � 02 --- -- I w N \`�\, �� �o \\ / //' �q' 70' 70' 70' 75' 76' 75' 07 081 6 QP \\ / /� / sa 'c� C E. PIVOTDRIVE -� - L38 - --- ---I 12173 SF \ / / \� --- S' 6641 SF s < 9 \ \ / � o. r'�p , bcp' 72' 75' 75' 75' 75 75 31047 SF \ 54' / ^�� / / s tk / 1'� ' ' s 5 'o� �� /emu °- 1� 3 < �21' m �, m �, SITE KEY MAP � 9938 SF SS, 20 6735 SF s `�j �- ? n M NTS o APN: _ /, MATCHLINE - SEE SHEET 06 s � °" 17 I 16 I 15 �1 14 �1 13 �I 12 lz R8131780900 �� G°'� /��� 6>> ,� °' N 4 13109 SF 1 10418 SF 1 10417 SF 1 10416 SF 10414 SF 1 10413 SF 0 S' 4 IT co --- 6750 SF 10130 SF 20' �q (511 _ 7.0 �� ��� 10 ti , _ LK/lVS -_, - a� H °- �� 5 GIVENS LATERAL �9' C / 9746 SF / / �27 64' 50, LATERgL ---- 02 6742 SF '��, O�X - a� ESMT 12 2,� / N - 68' s g i Rom. 75' 44' 31' 75' 75' 75' 10 - 19252 SF SS, cam 02 552 SF Q' ^h 60' _ o \ O. �'S 6 23876 SF BLOCK 7 �\ A // 3 9 3 SF N 60 50� 'w \ 6206 SF, LINE TABLE 6 , 88 02 10268 SF / 27 w 50. 3'72' \ s�3 , ��, ' 7 '\ 18 LINE LENGTH BEARING 0 Q / 7 cIp '6625 SF 26 / iV > 6 5955 SF S- 19042 SF V�� 19 I 20 1 21 �, 33 / 7950 SF 25 "� 13 r'' 4 12205 SF L13 161.98 NO°33 34.90 E 155' N 13 \ 4' / 7950 SF ^24 / ;,� 51051 SF, ��� / 8 A \� �9,. 10707 SF 110707 SF " O `tip 20665 SF 73 31 8�' 6625 SF 23 1 / 6,5' \\ � 5396 SF d'' \ BLOCK 10 L14 82.46 S47°25 46.67E O Ci l 50' BLOCK 8 6625 SF 21 � \ , / " C � / /^N 2 _ 6p' r7 22� 7612 SF/M Aj, \ �S' �� 5975 SF, `S \ 7' 75' 75' 02 L15 387.06 S77°50'01.07"E v 14 S� 60, 1988 SF / 20 \ \ 0' 20, 53 z Q 73' 15021 SF )15 II co 1� 50, 50, �� I 7064 SF,�.��L �j, \\ S , ,��i / 10 �'�� S <�6 �`b O w Ln / L16 306.52 S43°01 54.00E vS y - 1377 SF v o�(I, S R - 3 l2 / 19 \ \O 5975 SF• O' 0 Q 00 106 - -�' � 1 I�, ;Y;�16 86 50, E�q/ ,- _ �0 7219 SF `SO� \\ \/BLOCK 8 j�G2�L E, DRAWBAR ST W L25 458.17 N43°01 54.00 W ^ N / 60 1 '�3 ,gyp 113 1086 SF '4�' �O� /�'S 11 �j, �- W ° 70 \ c0 L26 240.32 N 43 01 54.00 W cn o o-) 20' Sp' C� 2 , / 18 S \ \ 0' 5975 SF, ��^�� , 2 Q N 11 2 96 75 N 60 20' 11027 SF / 60' 2 >>> 6625 SF• .��1. °� \ S / 21' ;X L27 74.88 N32*10'03.82"Wa o 5 `` \ \O, 12 p . 24 BLOCK 11 W >too z o / 18 0 \ Q N R 50.0' I _ I / 17 S \ �°'7131 SF R2p= W " 6800 SF 19 / 8 S `1, O- \ '` \ 9 L28 26.21 N32°10 03.82 W z / 9520 SF " 20 / 0' 6625 SF NJ \\ /� 13639 SF 1 m N / Z �6800 SF 21 / ��6, / \ 00, p� / V 10 L36 33.79 N46°58'06.00"E O 1 16 SO\ \ '` g'� 21' SS, 1 10699 SF W / 8160 SF. 22 / 23 7/- S I � � O' 6625 SF• �� V / Q� �S, Z L37 54.41 N57°49'56.18"E -1 o 50. � �6800 SF 8706 SF P, � J � � M 1 70_ „ � ,r° �0, \ S / 15 �, �oG ��/ �p� 1 \ \ 2 50 " 60, / / \ O' 6625 SF, ,�'S`i' 0 ��P/ 6926 S j SO� ��w 32' � U L38 844.23 S89°08'35.67"E _ S F- N - 50' �`O 24 �, S ' 14 '�� �� S / 2 Q L44 372.00 N46°58'06.00"E o 9520 SFPROPERTY LINE / O 7911 SF �� �O \\ '�/ 5975%F• ,��°' 0 m \ �O- 25 S ��� ��, , \\ \O' 5975 SF• `SO- 00 w 0 Q � It 8160 SF �� O- 21 / � Gam, V II z � � m o o N 26 �o R20 / 30 vv s°� '`�� 5975 SF CURVE TABLE m m 00 6800 SF v •0, 8379 SF S0, z � 0 m \ / / 4 BLOCK 9 S �°, �,�, z z o 1 \S 27 21' / \ \O' N / CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT J J Z Z U W p. ~j , 9520 SF 1\ GO \ `SO• 6625 SF, �j, S0. \\ „ , , cn cn o o c� o, / C8 679.62 93.88 S10°11 42 W 93.80 7°54 51 47.01 v v w � = a ,O'BLOCK 7 28 �S. \ S / 28 > \ / \ C9 100.00' 230.40' N66°33'54"E 182.72' 132°00'38" 224.66' W APN: 8160 SF S 0' 6625 SF, �j, O- / ow 26 �,�� O- S / C10 491.00' 231.03' S60°54'33"E 228.90' 26°57'33" 117.69' R8131780300 11 \60, 2040 SF ° C 27 \\ ' C11 491.00' 29.52' S76°06'40"E 29.52' 3°26'42" 14.77' w0 / 30 S , 02 9275 SF \ \ \ / 917075 SF \ � 6800 SF��� O'S A V / C12 169.00' 102.65' S60°25'58"E 101.08' 34°48'07" 52.96' Q o HOLDING AREA / 31 0' v 'o' vA / „ Z SO, 6800 SF ,�`° \\\ C17 750.00 142.21 N37°35 59 W 142.00 10°51 50 71.32 z U \ / Q 32 \ ' \\ \ / C18 750.00' 130.10' N37°08'13"W 129.93' 9*56'19" 65.21' J S \\ oY \ 0' 6800 SF ,�'S`O 0' / \ \ C20 100.00' 76.58' N68°54'25"E 74.72' 43°52'38" 40.28' W wo \ S°� 9520 SF \ / \\ \\ C21 100.00' 57.64' N74°20'40"E 56.84' 33°01'28" 29.64' O �o- w Q Ld w z \ \ cr) O / / ' \ \ \. _0 U Z Z rH Q / \ o J E oo" i oQ - z w 0 Z v�o Z< O) Z Q N I / �x N � U= N W LaI O - -_ _ _ m O oZ 1 � �� �� ,y yy 1327' N - - - -- - - I Q j O �- yy yy 1326.91 , �� y� 201' o zo�Q N89°10'56"W yy � N89°11 36 W 1285.93 FOUND MONUMENT AT C CORNER OF _�_ = Q Z SEC. 26, T3N, R1 W. - - - - _ _- - - - O O Z 0 APN: o w� V _" R7125500020cc wm I t Z D W V) o a APN: �SS\ONAL EN�i o�CD S1226417250 NORTH Q�o� �\CENSF� Q000 m �W?3 I 16551 F- 6, J 4/18/240 0 XZ� GRAPHIC SCALE IN FEET �9�TgTF OF o�oo cn>,,,C, 0 40 80 160 �0N McO() o "__ o a-0 - - - o I �,,, PROJECT NO. o X w Z 93802000 O x=Q �J Q W o X Ouj DRAWING NAME >m we 2000-HC.dwg v x:2a O Ln Op �Li OZ iW 07 OF 13 Y X�O FOUND MONUMENT AT I I K COMMON CORNER OF 02 SEC 23, 24, 25, & 26, _ a L40 L41 S89°03'39"E 527.88' T3N, R1 W. I I w 73' 21' E. GUERNSEY ST. / S89°09 02 E o Q �� --- ---JL---i- 1_-f_-___ - -- ---------- --- ;n 18 25.01' r� ,� ' Q ,A, - - -----�� I m 50' 62' 20' 62' I I I �" 041973 SF o 21' w , APN: � 86 Q �71 I 9 / \ S1226110193 �� _ 5 I 6 2362 SF g 20612 SF I� I - _-, 06 Lo 17 L = 7415 SF 7322 SF 7322 SF I PROPERTY LINE z °' 8149 SF y 0 1 00 00 00 0 °Mo - --, --� o co I - r- z / 75' 75' 75' 65' 10' 76' 63 12 39 20 62 22 103 C J G �N89°10'09"W - _ BLOCK 5 02 BLOCK 6 \ 2 13' � 671 02 7' 40.00' 07 r\, - - - 12 13 14 1 15 1 16 4 I 8828 SF 08 1 I I I I I I 10570 SF 1 10570 SF 1 10570 SF 1 10570 SF 1 10551 SF 60' 10457 SF 9315 SF \ ' $N� \ L43 ' o 0 0 0 0 R/W N l O �'c9�, 'S°' 2� I C - � N G r L2 . 21' 21' 2�` 13' 76' 76' 76' 75' 62' 61 23' 50' , � 50 271 I � ?2 '`6 I SITE KEY MAP NTS O - - - - - - - - - E. PIVOT DRIVE - +_ L42_ - I �,� r' 1 I I z 11' 8591 SF 75' 75' 15' 75' 75' 75' 75' 60' 15' 2 I M M I M M c o, m 17746 SF 00 10 �I I � g �I 7 �1 6 M1 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 I LINE TABLE ti 1 191 BLOCK 10 / 0 2082 SF 1 LINE LENGTH BEARING o0 00 I - - - - - - W _ 10 _ _ _ 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' ? N 2 r� ;� I w I L18 179.77 S89°11'36.32"E O 22 1 23 1 24 1 25 1 26 1 27 1 28 1 29 /, _ 1 1 L19 523.49 S89°11'36.32"E z 10707 SF 10707 SF 18067 SF1 11849 SF 11849 SF 11849 SF 12022 SF 15307 SF ^� 0- L20 81.09 S89°11'36.32"E \\\ I I I I /. u, o o Z C I z z L21 88.15 N78°42'43.51"E Q � 7' 67' 30 I �V o \ , �A22L22 150.79 S89°22'43.39"E �� � o N \ / = 75 75 57 83 83' 83' 70' 10'- , 14677 SF I O Q \ / p A6�. 1 � APN: L23 46.10 NO°48'23.68"E � � a� E. DRAWBAR ST L35 ��1Q _ _ I I S1225233910 Q 5 i A 109 I �1 I L24 421.58 N43°01'54.00"W Y "' -, \ � N I J I L31 37.44 S46°58'06.00"W u 75' 75' 43' 87' 87' 87' 72 31 0 , u� a> 21' 10788 SF Z I L32 421.47 N89°07 53.05 W 10 02 I 11 1 12 1 6 1 13 1 14 1 15 1 16 - - I L33 226.10 SO°37'16.61"W - N 10702 SF 1 10704 SF 7981 SF 12421 SF 1 12424 SF 1 12427 SF 1 12241 SF 123 I I L34 327.90 SO°37'16.61"W / \ / - c? 32 Lo 1 ,�� � o L35 740.43 S89°09'15.70"E u / \\ N R 0W 00 10455 SF 00 I o 15' 23' L39 335.06 NO°3711.18 E 00 0 C) � / / \ 75' 60'- - 7 , - - - 1 II z L t m N \ \ 5 28 47 40 35 52 64 11 75 I L40 115.94 S89°08J '33.12"E 0 oN \ \ / Lo 1n ;n I m m Oho \ Lo 33 ;n I L41 237.55 S89°09'16.10"E > o m o � \ \ / BLOCK 11 N N N N N N 17932 SF ,,,1 7 I I 5 1 4 I 3 I 2 1 1 �� 10455 SF 1 , w w z z Y �18669 SF 19375 SF 1 9375 SF 1 9375 SF 1 9375 SF 1 9336 SF 123' I 1 J J 2 � o w L42 127.38 S89°08 35.67E v v w < i a / p• �y I I L43 76.90 S89°22'44.00"E cn cn o o c� o ' 15 , 21 BLOCK 10 w 75 75 75 75 61 5975 SF, SO' \�-9jA 21'�5 59 � 34 i ?) 00 10455 SF o0 35 i� Qg S Nc' / 6 �'L - -o �- E. IRRIGATOR ST -- Ty4 0' 31 03 SF �0 5975 SF, 6O, �`� G1g� L32 CO \ 20 123' 1 / \ H �9 Z / \ Sp. 7 �'� p�6' 63' 70 70' 70' 106' a �Z / / \ 02 170 SF p. , / \ \ S �' 21' Z 123' I __ /, s / / �� \ 23 48 �, 44 = I CURVE TABLE Q 3-wOp. �N� 5975 SFN `SO- 9266 SF 1 ire 47 1-n 46 1 o 45 00 10091 SF 0 a � 10436 SF 00 1 I J �Y / / 26 \ >�S, C I N750 SF I N750 SF I N750 SF I y I CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT N 6625 SF. �, p' \ Sp. / 9 / `S� 02 - y 123 1 1 C13 150.00 114.77 S21°06 45 E 111.99 43°50 18 60.36 W \ / ,�'S 18\ 5975 SF, / 6, I o 119 60' I J Zm 48896 SF 10 , O- , , I I I C14 250.00' 52.77' N84°45'34"E 52.67' 12°05'40" 26.48' Q o / S C 25 , 6O1 \ S �1792 SF 20 70 - 70 - 70 R/W a, O- 625 SF, 0o / >> 02 / �Nlb \\ O� ��/� 11 <<' 43 11' 11' 37 a, I I C15 250.00' 51.96' N84°40'00"E 51.87' 11°54'33" 26.08' W Q Fl- a-3 S 24 S C'9 \ S- ,�� 7170 S j G 14859 SF 11967 SF 1 I "w G %p p' 7950 SF O' \ O- "> C16 120.00' 91.81' N21°06'45"W 89.59' 43*50'18" 48.29' z Iti V 00� �°' / 12 v �� 42 / 23' `�� I 40 EX. W 2 15993 SF I R W , , , „ , , „ , C.7 N= � �� / �' \ 7170 SF 6 S• / 6, 103 I / C19 100.00 76.62 S68°55 06 W 74.76 43°54 01 40.30 0 U = 34 I _ Z �Z SO, C 6625 SF.,S�, \ , / \ , R48 I C22 150 00' 114 95' 4'1 11 16' 43°54'28" 60 4 ' 0� 8160 S j �0 \G S / 22 'A.9` \\ \60- '`�' 13 �0 '`� A �� 0 i I 50R�ROP. N685 0 E 2. 6 J Q / O 6653 SF. 9 7839 SF 6, �\ 41 6�- I C23 150.00' 114.33' N68°47'06"E 111.59' 43°40'20" 60.11' w _ 00 6, 35 Sp. '9� / ,,�'S �� p0 \ / 6'' 14992 SF 11 N z w Y o Q O 6800 SF ,��`� o >6,S / 21 �,�� \\ 06'' �'� / 14 >>. 38 N V) -Z S / 36 Sp, �� R- SF \ \/ 7839 SF 6' \ 19933 SF 001 I Z O M Ln O' 6800 SF �� > BLOCK 9 / �'' N 39 \� N N �_ '` S '���� V A 6' / ��. \ �12901 SF �� �I 1� o '>W LaSp. / 37 15 BLOCK 10 a? \ I I �Y 6800 SF n� 20 >, \\ 7839 SF Sp, �O. 40 1 I m or � 19722 SF �, / 15945 SF �m / 38 Q o SO, /,�� 8301 SF o \\ \p� '�� / 80 1 E `SW_ 45'- 53' 76' zo A_149' _ r? F 246' c� \\ >p' 135' 02 rn _ 51' 41' 43, =59' - 02 - -101'J 129'-290 9 SF - -�` 7 -31,- 0245,_ 19- - - °° m- - - `mod' 17 1', �'=31'-45'�8 gg' --- Q Q -5023 SF- - - - - - 83 2413 S _95 _ o Z Z �- N 1�C15_ N L22? J -1-2 0' J o �< L18 __ L19- � w o F E. HOLSTEIN DR -� L20 Cl V _� N89°11'36 'W- 1285.93' C° o' - 00 � LdZ Nm - - - - - - - - � - _ - � FOUND MONUMENT a� \ Ld \ AT E j CORNER OF �FSS\ONAL EN�� �3 - SEC. 26 T3N, R1W. o �;\CENSFO OFF o N� APN: � NORTH Q� - _ S1226417350 S89°11'36"E 40.00' 16551 F- 6, J,4/18/240 0 =XZ� GRAPHIC SCALE IN FEET �9�TgTF OF �vQ� 0``o 0 APN:>wN APN: 0 40 80 160 ��N M c0�� ; -=z S1226417250 \ S1226417300 o a-0 o I �,,, PROJECT NO. o m w Z 93802000 uj o x=Q L J Q W LJ.I 0 X oQ� DRAWING NAME Ld a >m 2000-HC.dwg wZ v x:2a O Ln Op �L�OZ iW V)Q 08 OF 13 Of_L� Y X�-O LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE a- w 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 45,853 1.05 1 BLOCK 9 6,926 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 2,552 0.06 2 BLOCK 9 5,975 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 9,746 0.22 3 BLOCK 9 5,975 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 10,130 0.23 4 BLOCK 9 5,975 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 9,938 0.23 5 BLOCK 9 5,975 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 12,173 0.28 6 BLOCK 9 5,975 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 19,780 0.45 7 BLOCK 9 7,170 0.16 7 BLOCK 10 10,409 0.24 z o_ 8 BLOCK 1 10,296 0.24 8 BLOCK 3 10,125 0.23 8 BLOCK 5 9,800 0.22 8 BLOCK 7 50,169 1.15 8 BLOCK 9 5,975 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 5,975 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 1,792 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 7,170 0.16 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 7,170 0.16 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 7,839 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 7,839 0.18 14 BLOCK 10 10,416 0.24 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 7,839 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 8,098 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 8,149 0.19 17 BLOCK 7 11,027 0.25 17 BLOCK 9 2,413 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 1,973 0.05 18 BLOCK 7 6,800 0.16 18 BLOCK 9 48,896 1.12 18 BLOCK 10 19,042 0.44 19 BLOCK 1 10,392 0.24 19 BLOCK 3 10,125 0.23 19 BLOCK 7 9,520 0.22 19 BLOCK 9 5,023 0.12 19 BLOCK 10 12,205 0.28 20 BLOCK 1 21,279 0.49 20 BLOCK 3 10,125 0.23 20 BLOCK 7 6,800 0.16 20 BLOCK 9 19,722 0.45 20 BLOCK 10 10,707 0.25 160 8, 0.19 21 BLOCK 1 20,041 0.46 21 BLOCK 3 10,125 0.23 LOT AREA TABLE 21 BLOCK 7 21 BLOCK 9 9,599 0.22 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 20,736 0.48 22 BLOCK 3 10,125 0.23 22 BLOCK 9 6,653 0.15 22 BLOCK 10 10,707 0.25 1 BLOCK 6 5,755 0.13 23 BLOCK 7 8,706 0.20 z 23 BLOCK 1 20,736 0.48 23 BLOCK 3 10,082 0.23 23 BLOCK 9 6,625 0.15 23 BLOCK 10 10,707 0.25 2 BLOCK 6 8,828 0.20 w Lo 24 BLOCK 1 20, 24 BLOCK 7 9,520 0.22 950 0.18 24 BLOCK 10 8 067 0.19 Q 00 736 0.48 24 BLOCK 9 7, , 3 BLOCK 6 9,315 0.21 u N 25 BLOCK 1 20,742 0.48 25 BLOCK 7 8,160 0.19 25 BLOCK 9 6,625 0.15 25 BLOCK 10 11,849 0.27 �� o LOT AREA TABLE 4 BLOCK 6 10,457 0.24 26 BLOCK 7 6,800 0.16 Q N N 26 BLOCK 1 20,440 0.47 26 BLOCK 9 6,625 0.15 26 BLOCK 10 11,849 0.27 >44 LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) 5 BLOCK 6 7,415 0.17 � o 27 BLOCK 7 9,520 0.22 275 0.21 27 BLOCK 10 11 849 0.27 Q N 27 BLOCK 1 8,157 0.19 27 BLOCK 9 9, 1 BLOCK 4 9,609 0.22 6 BLOCK 6 7,322 0.17 29 BLOCK 1 2,993 0.07 28 BLOCK 7 8,160 0.19 28 BLOCK 9 6,625 0.15 28 BLOCK 10 12,022 0.28 T o 2 BLOCK 4 10,361 0.24 7 BLOCK 6 2,362 0.05 30 BLOCK 1 18,605 0.43 29 BLOCK 7 2,040 0.05 29 BLOCK 9 6,625 0.15 29 BLOCK 10 15,307 0.35 w cc 3 BLOCK 4 11,003 0.25 8 BLOCK 6 7,322 0.17 o 0 31 BLOCK 1 13,985 0.32 30 BLOCK 7 6,800 0.16 30 BLOCK 9 8,379 0.19 30 BLOCK 10 14,677 0.34 o 4 BLOCK 4 11,426 0.26 9 BLOCK 6 20,612 0.47 31 BLOCK 7 6,800 0.16 N T) 32 BLOCK 1 13,433 0.31 31 BLOCK 10 10,788 0.25 0 5 BLOCK 4 9,534 0.22 N o .o 33 BLOCK 1 10,837 0.25 32 BLOCK 7 6,800 0.16 32 BLOCK 10 10,455 0.24 0 - m 34 BLOCK 1 10,837 0.25 6 BLOCK 4 11,848 0.27 LOT AREA TABLE 33 BLOCK 7 9,520 0.22 LOT AREA TABLE 33 BLOCK 10 10,455 0.24 7 BLOCK 4 10,757 0.25 LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) w w U U 34 BLOCK 7 8,160 0.19 z z M 35 BLOCK 1 10,838 0.25 LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) 34 BLOCK 10 10,455 0.24 0 0 _ _ m o 8 BLOCK 4 10,109 0.23 35 BLOCK 7 6,800 0.16 1 BLOCK 11 9,336 0.21 m m o\o 153 0.30 35 BLOCK 10 31,803 0.73 = � 0 m 0 \36 BLOCK 1 1 , 1 BLOCK 8 100,635 2.31 ' 37 BLOCK 1 2,389 0.05 9 BLOCK 4 10,125 0.23 2 BLOCK 11 9,375 0.22 36 BLOCK 10 10,455 0.24 w w z z Y 2 BLOCK 8 6,641 0.15 36 BLOCK 7 6,800 0.16 `"� w � 10 BLOCK 4 10,125 0.23 3 BLOCK 11 9,375 0.22 3 BLOCK 8 6,735 0.15 37 BLOCK 7 6,800 0.16 ' 37 BLOCK 10 11,967 0.27 v v w � = a bj 11 BLOCK 4 10,125 0.23 38 BLOCK 7 8,301 0.19 4 BLOCK 11 9,375 0.22 38 BLOCK 10 19,933 0.46 4 BLOCK 8 6,750 0.15 LOT AREA TABLE 12 BLOCK 4 10,125 0.23 39 BLOCK 7 2,903 0.07 5 BLOCK 11 9,375 0.22 �Z 39 BLOCK 10 12,901 0.30 LOT NUMBER BLOCK # LOT AREA (SF) LOT AREA (AC) 13 BLOCK 4 10,125 0.23 5 BLOCK 8 6,742 0.15 6 BLOCK 11 7,981 0.18 wo 6 BLOCK 8 6,206 0.14 40 BLOCK 10 15,945 0.37 am 1 BLOCK 2 10,086 0.23 14 BLOCK 4 10,125 0.23 7 BLOCK 11 8,669 0.20 Qo 7 BLOCK 8 5,955 0.14 41 BLOCK 10 14,992 0.34 3Q 2 BLOCK 2 10,125 0.23 15 BLOCK 4 10,125 0.23 8 BLOCK 11 17,932 0.41 Z 8 BLOCK 8 5,396 0.12 42 BLOCK 10 15,993 0.37 3 BLOCK 2 10,125 0.23 16 BLOCK 4 10,125 0.23 9 BLOCK 11 13,639 0.31 �} 9 BLOCK 8 5,975 0.14 43 BLOCK 10 14,859 0.34 oY 4 BLOCK 2 10,125 0.23 17 BLOCK 4 11,155 0.26 10 BLOCK 11 10,699 0.25 44 BLOCK 10 10,091 0.23 W W� 10 BLOCK 8 5,975 0.14 5 BLOCK 2 10,125 0.23 18 BLOCK 4 9,327 0.21 11 BLOCK 11 10,702 0.25 Q zm 11 BLOCK 8 5,975 0.14 45 BLOCK 10 8,750 0.20 uj 6 BLOCK 2 10,125 0.23 19 BLOCK 4 10,126 0.23 12 BLOCK 11 10,704 0.25 46 BLOCK 10 8,750 0.20 12 BLOCK 8 7,131 0.16 Q Q 00 7 BLOCK 2 4,050 0.09 20 BLOCK 4 10,125 0.23 13 BLOCK 11 12,421 0.29 W a3 13 BLOCK 8 51,051 1.17 47 BLOCK 10 8,750 0.20 Q C5m 8 BLOCK 2 10,125 0.23 21 BLOCK 4 10,125 0.23 14 BLOCK 11 12,424 0.29 W Q N= 14 BLOCK 8 7,911 0.18 48 BLOCK 10 9,266 0.21 (' 9 BLOCK 2 10,125 0.23 22 BLOCK 4 10,125 0.23 15 BLOCK 11 12,427 0.29 Q Z ~Z 15 BLOCK 8 6,625 0.15 Q oZ 10 BLOCK 2 10,125 0.23 23 BLOCK 4 12,233 0.28 16 BLOCK 11 12,241 0.28 �� 16 BLOCK 8 6,625 0.15 W 0 0 11 BLOCK 2 10,125 0.23 24 BLOCK 4 111,520 2.56 Q Y oQ 17 BLOCK 8 6,625 0.15 - W o z0 12 BLOCK 2 10,114 0.23 N �z of 1 18 BLOCK 8 6,625 0.15 Z 3 BLOCK 2 10,113 0.23 N Lj ID 19 BLOCK 8 7,219 0.17 14 BLOCK 2 10,125 0.23 /� N w J W u-y 20 BLOCK 8 7,064 0.16 0r 15 BLOCK 2 10,125 0.23 L H m Q w0 21 BLOCK 8 7,612 0.17 DQ 16 BLOCK 2 10,125 0.23 3 ZQ 17 BLOCK 2 10,125 0.23 22 BLOCK 8 1,988 0.05 -o 23 BLOCK 8 6,625 0.15 0 18 BLOCK 2 10,125 0.23 o Zo 24 BLOCK 8 6,625 0.15 o w0 i =N 19 BLOCK 2 10,125 0.23 oc 25 BLOCK 8 7,950 0.18 20 BLOCK 2 10,125 0.23 w Z �w 21 BLOCK 2 10,125 0.23 26 BLOCK 8 7,950 0.18 S5\ONAL EN�� i 3 27 BLOCK 8 6,625 0.15 ti o>-W� 22 BLOCK 2 10,125 0.23 Quo-v��ENSFa m 28 BLOCK 8 10,268 0.24 w< 23 BLOCK 2 10,087 0.23 16551 0) 11 L; 29 BLOCK 8 3,393 0.08 no 4/18/2 = x Z U �9 qTF OF 0 cc �>wcl ��N Mc\)() o xF-= �a-=z o� o I w PROJECT NO. N m wZ O x=a 93802000 co �J I'7<0f)f 0 xo� DRAWING NAME Ld >m w� 2000-HC.dwg x a C� Li o z �W v)< �_= 1 Y X�-U w w EX. GAS LINE / Q FOUND MONUMENT AT E T'g CORNER OF I FOUND MONUMENT I SEC. 26, T3N, R1 W. PROP MH 03 IL EX. WATER LINE � � o AT N 1 CORNER OF o +I EX. OVERHEAD INV IN: 2684.50 W - - - - SEC. 26, T3N, R1 W._ a_ � � r, w � POWER CONNECT TO INV OUT: 2684.40 J - -- f= __--7 1 m � •� \ \ EX. WATER MAIN i 11 � o -N � VICTORY ROAD - - - - - - - - - - - - 0 - - - - \� S89°06'38"E 1328.23' _ - _ 10 S89°06'38"E - 286 LF OF - - I 8 S g F lE T EHIE T _ _ S 8" PVC @ 0.40%NO°33'35"E - - -_ _ - - -- o - _-- -- - - - - - -- -- - - -7 - -- - - - - -- -- - - - -- -- - - - -- -- - - -- - - - - - - --- I 1 „ 28_LF F - - - - - - W - - --�--~ I W ' 25.00 - - - - _ _ _ PROP MH 041 8 PVC @ 0.40% INV IN: 2685.74 PROP MH 02 1 INV OUT: 2685.641 T 1 INV IN: 2683.25 W ' I o 19 BLOCK 1 1 o SO`33;37"W I INV OUT: 2683.15 z _ C _-�- 1 1 1 6 1 0 25.00 ��, - bi 18 17 16 15 14 13 12 't 11 12 20 � 11 10 9 8 w = PROP. 8" C900 I I I 1 5 o o PROP. FH U WATER LINE PROP MH 11 PROP. FH I `� INV IN: 2693.13 in \ PROP MH 09 1 v Q 1 AS INV OUT: 2693.03 0 � O PROP. FH INV IN: 2690.60 I Q > p ------ �_ _�_ -- APN: 1 0' INV OUT: 2690.50 R8131770100 00 305 LF of 302 LF of PO � ort SITE KEY MAP 282 LF OF 4 PROP MH 12 8" PVC ®C 0.60� 8 S 8" PV ©C 0.40% 8 S M 0° -c° 81fs PROP MH 05 1 Q NTS O 8" PVC �0.40� INV OUT: 2694.96 INV IN: 2686.94 N j KUBOTA ST m 0 -1- z 21 PROP. FH PROP MH 10 82 PROP MH 08 INV OUT: 2686.841 \ INV IN: 2690.43 10' in INV IN: 2691. I 1 PROP MH 16 U' INV OUT: 2691.72 INV OUT: 2690.33 6 1 - - -10' I 5' I I f4 INV OUT: 2694.55 0 13 14 15 16 17 18 19 20 1 21 1 22 23 33' S/W I S/W 1 1 I 1 BLOCK 2 1 B/C 3 21' 1 21' 5 5 = FOUND MONUMENT AT - - - - J p 1 I S/W I� S/W B/C'I B/C COMMON CORNER OF L v o SEC 23, 24, 25, & 26, JN - - - - 7 - - - - - - - Q o o PROP FH 72 W - - - - - - T3N, R1 W. 5 55 w I R/W O - - - S/W rn 1 f S/W Q -' @ 2 1 I - W- 22 •33 I Q °0 > 1 o W 400 LF OF - - „ - J m W ,> -► 8 S 8„S 400 LF OF „ B/C o 8 PVC C�? 0.40% 8" PV ®C 0.40%8 S O I , 12 I 11 I 10 I 9 I 8 I I 6 I 5 � 4 I 3 I 2 I 1 p oo Io `r I ' C� _ _ _ PROPERTY LINE 60' = i 1 0. 10 R/W k 60 J © W PROP MH 01 EX SS MH 1 z W R/W 1 �n z INV IN: 2681.55 INV IN: 2679.85 10 PROP. FH "� \ Z I� > PROP. FH J II APN' PROP MH 15 6 0 PROP. FH 1N a = INV OUT: 2681.45 I q Q 00 R8131770200 INV IN: 2692.96 _L o0 INSTALL 8" BLOW U o N INV IN: 2692.96 1 I U, INV OUT: 2692.86 b� 288 LF OF - MASSEYST - - v - OFF VALVE FOR Q I Q o N -" o \ "� \ 328 LF OF - eo FUTURE I N 0 8» PVC C�?C 0.40% 8 8 S `° cr 3' r`� m ,> -� S „ 205 L►F - - CONNECTION I q C Q) C0 23 0 0 _ 285 LF OF - 8 PVC ® 0.40%- 8 PVC © 0.40% I Q .L- o ao 7.0' J PROP MH 14 8" PV ©C 0.40%_N m c0 PROP MH 13 1 I I EX. GIVENS c� INV IN: 2691.71 INV IN: 2690.47 h o 2 0 N 35.0' N > PROP. FH ir) \ 'S PROP MH 07 _ o LATERAL ESMT INV OUT: 2691.61 '� Q w 1 cn INV OUT: 2690.37 o o INV IN: 2689.06 EX. GIVENS INV IN: 2689.06 1 J o00 13 14 15 1 16 17 18 19 20 21 22 23 @ I o - o LATERAL ESMT II " INV IN: 2689.06 1 k` oo Q 27 W ( > INV OUT: 2688.96 1 B a_LOCK 1 1 1 I co 1 I w APN: N ? BLOCK 3PROP. FH I S1226110255 o N 24 1 O - - 7 _ I 3 m M PROP MH 17 >, PROP MH 18 co I I oz co INV OUT: 2693.93 PROP. 8 C900 INV IN: 2 MH 18 cn _w WATER LINE I I I I I I "o m o Z � � INV OUT: 2689.72 z \ 1 12 11 10 9 8 1 1 6 5 4 3 2 1 1, '24 II I III mom 00 PROP MH 22 0 0 4 I f l l PROP. 8" C900 = > o m '•� INV IN: 2694.36 J © I I WATER LINE z z - APN: z INV OUT: 2694.26 PROP. FH PROP MH 21LO v 11 3 J J CD � U w INV IN: 2693.09 cn PROP. FH PROP. 8 C900 I Q Q Q w R8131770300 x _ FIELDK/NG ST 0 WATER LINE ^ o- I `� I c) U w � = a INV OUT: 2692.99 U) U) o o 0 o 25 - Ld DZ 1 -8 S - 294 L�F 29 FL1 OF - ,� - 1 ��, o - - 5 0 0 8" PVC © 0.40%- -� S m 8 <w m 284 L►F ; I 8 PVC @ 0.40% 8 P VC _@ 0.40% © PROP MH 23 � �0_0 _ , ,__ / 60, �/ I PROPERTY LINE of� rn j INV IN: 2694.86 N m C° NQ 6' o- INV OUT: 2694.76 PROP MH 20 PROP MH 19 ��.0- \l /l �'/INV / PROP. FH z 3Z - N INV IN: 2691.82 INV IN: 2690.59 / Q �Q 00 PROP. FH INV OUT: 2691.721NV OUT: 2690.49 6 =� I `�� 1 1 I I 1 / - - - I 00 26 0s�� 17 16 15 I 14 13 1 1 12 1 11 1 10 1 9 1 8 1 7 \� // IV Y / // (n 0L / / / W 0w� / � z , / , a 0 J - aa Os \ \ ` - - - - - J - - - - // / O PROP MH 24 co / N W = 0-0 0= I I I INV IN: 2695.34 / I Ld W Q 2s i�/j� INV OUT: 2695.24 AS S / I z cl 18 wm @ W - 0 C FL ?1APN: I 29 9 cO� \� -PROP MH 25 BLOCK 4 // / BLOCK 5 z Z 0Z \ R8131770400 / \AD INV IN: 2696.46 � / / 1 � W Q 0 'h �' INV OUT: 2696.36 24 } / 0 w `'' 0 0 0 SST 1 30 `� 0�8, 20 / / // I LEI - Y oa 1 / PROP. FH / / cl Z \ 31 / /� - W LI 0 / N zQ _ / 21 / PROP. FH z z L 0 __ �� / 2 �IN �o N / `� ` / \ PROP MH 53 � L�Y �� 32 /Z - ,�O INV OUT: 2691.95 I m W o>_ '9� 22 / 6, I.-zz m w< o- \ / G,\� 3 \ �� / 33 3 z 0 ' 23 Li PROP MH 26 i% �� �i� lbPROP. FH o <<Z INV IN: 2697.41 0 �Q O�� \ /INV OUT: 2697.31 8>> � , i � Oo Z Z) FLa-OR 35 09 /i C O S\ONAL fiy X�3 ��� PROP MH 28 �� / �\ PROP. o NORTH Q�o�� CENSFO�tiFF� o w= / PARKING LOT 9 Q X 000 � I \ INV IN: 2698.88 oho / PROP. FH �Q I / INV OUT: 2698.78 O \� 16551 X~Z I / \ \ 36 / / PROP MH 27 1 - - a, 4/18/24o a o \ ,�.� / INV IN: 2698.33 / BLOCK 8 1 GRAPHIC SCALE IN FEET �mZo / '� J�' / INV OUT: 2698.23 LLI 0 40 80 160 ON MCpO 37 PROJECT N0. o a-UZ I \ _ / 93802000 00 m Lj ~J // PROP. PRV ESMT 0 XoW / �/ - _ DRAWING NAME Zo / // - 2000-EP.dwg y II / ii i U X�(L ..00 0cl)00 MATCHLINE - SEE SHEET 11 jw(na 10 OF 13 Of_ Y X r o 0� a a- w Q --- --- ---�- 1_----- - -- ---------- \ m 10 NI S89°08 36 Ej �� v 798.06' BLOCK 5 zI BLOCK 7 8 I Q� v 6 7 1 8 1 9 10 1 11 \ /� PROP MH 49 - z i 5 o 7 �\ \\ \ S / /�/ PROP MH 52 INV IN: 2689.34 I \ ,•� INV IN: 2690.70 INV OUT: 2689.24 � - ---�--- > INV OUT: 2690.60 0 11 12, 1 Of PROP. 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OCN =a APN: \ APN: 93802000 0 i Lj-i m o S 1226417250 S 1226417300 o x�W \ DRAWING NAME m Wzo& 2000-EP.dwg U XLid DO M Ocn00 jw(na 12 OF 13 Of_, YXro Q PHASING DATA APN: APN. i PHASE # BUILDABLE LOTS o APN" R5443270800 S1223439932 R5443270700 I I 1 67 / 2 97 m 3 87 4 12 — — — — — — TOTAL 263 • W. VICTORY ROAD — — — — — — — — — — — — — — — — — — — — — — — — — — • N co y y I bi I = = t o I I Of APN: � _ R8131770100 I - - - E. KUBOTA ST � - 7 — — — — \ I Q I o i —I I I I z I I I I I II I I I I I li zl Hill APN: 1 vi R8131770200 I I — L I - - - - - E. MASSEY ST I — — — TI — IT — I QI I APN: I I II l y APN: S1226110255 I I z I R8131770300 ` — — — — — — — �� ' I — — — — I � < co E. FIELDK/NG ST Q co — - : — / I — I o can o M / I Q N N o APN: 00 PHASE LINE I LLJ 5 ►� S1226110550 J o APN: o R8131770400 I 6 APN: u — N � _ S1226110193 o O o m PHASE LINE / o o \ \\ "F� z >- \ o m o I'll J J U � U W Q Q (n Q w � a E. PIVOT DR to to 0 o c) o W - WZ \ APN:Ld U R8131780900 CgLK I / 7HS LATERgL — — PHASE 1 N _ TP pI \� PHASE LINE HASE4 _= Z \ � \ \ �r p \ I \ J wY vi PHASE2 PHASE LINE \ I S. REDq_ _ \�� \ — — — — — — — — I I a APN: W zo i, RGI/S►N,4�, E. DRAWBAR ST I - I I H \ \ I - QW S1225233910 Q Q Q — — PHASE 3 �_ - \ \ \\ — — — — / Z � z 0 J - I � � \ / / I I z I W 2 PHASE LINE Li- Q Lv Q II I •o '9�, \ PHASE 4 C'/�/ d J G( >j VCD wo C,fzQ� � tp 0 w � r �o w Q 0 J ou Z Q za \ \ �\ \�0�\ - = E. IRRIGATOR ST V) 0 Ld �z Z zQ \ \ \ \ / .,I- U= R8131780300 \ \\ \ -9� \ J I N HOLDING AREA \ \ \ \ o I I m 06 �Y r \ \ �� \ — a I I I I Q z o \ `f' \ �` '�� \ w I \I�� \ <� Q Q \ yCG 9� ' \ \ w y oLd Of � V _� — — — \ \ \ \\ Ld \ \ \ \ _ W Z o a� \ONAL x z • �- wD - NORTH Q�OF�`S� CENSF��'�F�� Q X 0 o —— � � — _ E. HOLSTEIN DR • a APN: APN: 16551 a w R7125500020 — _ S1226417350 — \ 4/18/2 4LJ o a o z oo I APN: I GRAPHIC SCALE IN FEET 9iji�9TF OF �pP vP > >" I S1226417250 APN: \ APN: I 0 75 150 300 SON M�p0� WN o x�� =Z S1226417250 S1226417300 00 X�O PROJECT NO. o m=a 93802000 00 x�::i — — W W .01 o �o o w DRAWING NAME 00- m wO \ I 2000—PH.dwg U x�d O UJ 00 �Li OZ �L,,�,Q 13 OF 13 x_o Y X�O