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TESSERA PRE-PLAT V1W VICTORY ROAD w E Y -FOUND BRASS CAP AT NW CORNER OF SE j OF FOUND BRASS CAP AT SEC 26, T3N, R1W. NE CORNER OF SE j OF SEC 26, T3N, R1W. - 6 W. HARRIS ST W. HARRIS ST -5_- _ - 16 7 4 BLOCK 4 O BLOCK 6 7 8 9 10 11 12 13 14 15 16 15 14 13 12 11 10 9 8 7 6 5 �4 3Ml22 3 4 5 BLOCK 2 W. BURNING OAK ST 17 - W 8 O 3 ¢ 6 F1�2 I BLOCK4 W BURNING OAKST ff13 Z� 6 I rr Wg Q 2 g 5 W345767 18 19 I10 11 12 • 19 39 1 2 T34�5 6 7 8 9 10 11 1 in 18 19 20P22�2 Z 7 4 I I I 13 20 38 BLOCK 1 Q ¢ W. DUTCH BARN LN (PVT)- W 21 37 BLOCK 5 a 8 10 U 1 y 3 p I I I I I I I I I 13 >4.43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24!3 y 9 y 1 2 m 1516171819 20 2122 23 24 25 y 22 36 �. - > 11 I I I I J_ I I I I I y 23 35 1 2 J L_ _ I I I ll 10 - W. TWIN VIEW ST-1pip 1 26 BLOCK 3 _ W. TWIN VIEW ST 24 34 I W 2 28 1a I�I J 30 29 28 27 26 25 24 23 22 21 20HG20 2728293031323334353637 O 25 33 3 27 IIW2 111111 1 1 1 1 IJ¢ 4 26 BLOCK 1 I W SILAGE TOWER LN (PV7) m 32 V I J 12 19 3 39 1 1 1 1 1 1 1 I 48 6 27 31 vi 5 25 Q I 31 45 0 I { I 4� 01411421a 1a1a51as a7 I 2s 3o s za I BLOCK 6 47 7 23 I 13 ~ I 18 / 5 W. BROKEN GABLE ST 29 8 22 J C=i \ 6 - - BLOCK 8 W 32 33 34 35 36 37 38 39 40 41 42 43 44 46 48 14 16 17 7 8 9 10 �11 12 13 14 15 16 17 18 19 10 20 y - 49 50 1 15 L 11 19 C6 W. CORN CRIB ST 12 18 1 BLOCK 1 s 13 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 > 51 1 J T L - - 26 y 14 16 11 Q BLOCK 9 15Z 52 - - - - - - - - Y7 25 �4., 20 Il 1 15 29 28 27 26 25 24 23 22 21 20 19 11 17 1 a 53 I \ 16 28 ��P !y 24 Q 1 y \ 29 GP ti 23 `� 2 W. SHAKER ROUND ST y I 54 1 31 Pe 1 2 O` 22 JCG / 3 4 5 _ _ 55 9J�% 3 92� 21 J�P 21 6 8 9 10 11 12 13 14 15 16 1 5• 17 4 �p 31 7 56 i 32 3 16 5 OPT 1 \ �22 30 2928 BLOCK10 17 57 S 2 \27 26 25 24 23 22 21 20 19 18 58 33 1 BLOCK11 3 24 ,�_ \ \ LG s 14 8 4 \\ 25 26 27 y W FALLOW RUN DR 59 I \ 9 28 1 34 O9��L 13 10 �pJdLOCK 12 �Q 1 Z 72 71 70 69 68 67 66 65 64 63 62 61 60 \ \ 35 sT 12 11 GP5 O� BL40CK 13 \ Qu 73 BLOCK 6 1 6 Pv 5 6 7 y�� 36 \ I�CYG� /GAS Oco 3 O� 8 9 10 11 - - \ 5 pR v 12 Q 2 4 6E91 13 15 \ < 2 Q \_ 13 14 15 16 17 18 19cz \ 38 y \ Q 9 8 U 3 1512 14 16 1 BLOCK 1 / Q 7 6 , W. WIND VANE OR- CX 1 1 BLOCK 14 H I T y 2 5 O 15 16 17 18 19 20 21 22 y 225 23 2:22,19 36_37 10 LU l� �� 38 - W \ \ \ 2 �ly hAYSTp yQ 13 114 1 10 15 9 s i BLOCK 16 18 39 0 \ 3 BLOCK 15R�OR y 28 30 32 34III �42_41 J 27 29 31 33 1 43 1uj NORTH \ 4 _ 17 44-45 1 \ \ 7� 71 46 47 1 \ \ 6 7 I C75.74 fi3 68=69 50=49 76 67 4 51 GRAPHIC SCALE IN FEET I 77 8 66= L52 0 100 200 400 _j 79-78 _6 4_5 54_53 1 1 - I FOUND BRASS CAP AT SW CORNER OF SE j OF SEC 26, T3N, R1W. PRELIMINARY SITE DATA EXISTING ZONING RUT PROPOSED ZONING R-2, R-4, R-8 & R-15 COMP. PLAN DESIGNATION MEDIUM DENSITY RES. SITE GROSS AREA 123.39 AC R-2 ZONE RESIDENTIAL LOTS 31 DU RESIDENTIAL LOT AREA 14.99 AC COMMON AREA 8.49 AC RIGHT-OF-WAY AREA 3.87 AC TOTAL AREA 27.36 AC GROSS DENSITY 1.13 DU/AC R-4 ZONE RESIDENTIAL LOTS 19 DU RESIDENTIAL LOT AREA 3.94 AC COMMON AREA 0.53 AC RIGHT-OF-WAY AREA 1.31 AC TOTAL AREA 5.78 AC GROSS DENSITY 3.29 DU/AC OVERALL DATA RESIDENTIAL LOTS 468 DU RESIDENTIAL GROSS DENSITY 3.79 DU/AC SFR DETACHED LOTS 393 DU TOWNHOME LOTS 75 DU COMMON LOTS 45 COMMON DRIVEWAY LOTS 5 MIN. SFR DETACHED LOT SIZE 3,600 SF AVG. SFR DETACHED LOT SIZE 6,948 SF MIN. TOWNHOME LOTSIZE 2,000 SF ABBREVIATIONS DWELLING UNIT DU ACRE AC SINGLE FAMILY RESIDENTIAL SFR SQUARE FEET SF R-8 ZONE RESIDENTIAL LOTS 302 DU RESIDENTIAL LOT AREA 40.36 AC COMMON AREA 14.81 AC RIGHT-OF-WAY AREA 18.25 AC TOTAL AREA 73.42 AC GROSS DENSITY 4.11 DU/AC R-15 ZONE RESIDENTIAL LOTS 116 DU RESIDENTIAL LOT AREA 7.18 AC COMMON AREA 6.91 AC RIGHT-OF-WAY AREA 2.73 AC TOTAL AREA 16.82 AC GROSS DENSITY 6.90 DU/AC TOWNHOME PARKING DATA PARKING REQUIREMENTS 1.5 STALLS/DU QUEST PARKING REQUIREME 1 STALLS/10 DU REQUIRED PARKING 113 STALLS REQUIRED QUEST PARKING 8 STALLS PROVIDED PARKING 150 STALLS PROVIDED QUEST PARKING 62 STALLS 62 60 58 sl 1 \ 1615 57 55 � Ili FOUND BRASS CAP AT SE CORNER OF SE 4 OF SEC 26. T3N. R1W. . . - . . lc-- . . - . . 1E S Rl PROPOSED CENTERLINE SECTION LINE PROPERTY BOUNDARY ROAD RIGHT OF WAY TESSERA PRELIMINARY PLAT A PORTION OF THE SE 4 OF SECTION 26, TOWNSHIP 3 NORTH, RANGE 1 WEST MERIDIAN, ADA COUNTY, IDAHO OWNER/DEVELOPER CIVIL ENGINEER LAND SURVEYOR PROVIDENCE PROPERTIES, LLC. 701 S. ALLEN STREET, STE. 104 MERIDIAN, IDAHO 83642 PHONE: (208) 695-2001 CONTACT: PATRICK CONNOR KIMLEY-HORN AND ASSOCIATES, INC. 1100 W IDAHO STREET, STE. 210 BOISE, IDAHO 83702 PHONE: (208) 906-3871 CONTACT: TELLER BARD, PE OPEN SPACE LOT AREAS IDAHO SURVEY GROUP, LLC. 9955 W. EMERALD ST. BOISE, IDAHO 83704 PHONE: (208) 846-8570 CONTACT: MICHAEL BYRNS, PLS BLOCK NO. LOT NO. TOTAL LOT AREA(SF) OPEN SPACE DESCRIPTION QUALIFIED OPEN SPACE (SF) QUALIFIED OPEN SPACE (ACRES) BLOCK 1 13 336,163 GREENBELT 327,518 7.52 BLOCK 1 30 2,194 UNQUALIFIED 0 0.00 BLOCK 2 1 3,213 LANDSCAPED OPEN SPACE, STREET BUFFFER 3,213 0.07 BLOCK 2 1 16 25,916 LANDSCAPED OPEN SPACE, STREET BUFFFER 25,916 0.59 BLOCK 3 1 900 LANDSCAPED OPEN SPACE, STREET BUFFFER 900 0.02 BLOCK 3 13 900 LANDSCAPED OPEN SPACE, STREET BUFFFER 900 0.02 BLOCK 3 14 12,496 LANDSCAPED OPEN SPACE, STREET BUFFFER 12,496 0.29 BLOCK 3 26 28,053 UNQUALIFIED 28,053 0.64 BLOCK 3 38 12,472 LANDSCAPED OPEN SPACE, MICROPATH 12,472 0.29 BLOCK 3 49 8,472 UNQUALIFIED 8,472 0.19 BLOCK 3 48 903 LANDSCAPED OPEN SPACE, STREET BUFFFER 903 0.02 BLOCK 4 1 39,368 LANDSCAPED OPEN SPACE, STREET BUFFFER 25,441 0.58 BLOCK 4 17 3,300 UNQUALIFIED 3,300 0.08 BLOCK 4 18 7,355 LANDSCAPED OPEN SPACE, MICROPATH 7,355 0.17 BLOCK 4 29 2,237 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,237 0.05 BLOCK 4 40 3A24 UNQUALIFIED 3,424 0.08 BLOCK 5 1 1,006 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,006 0.02 BLOCK 5 7 7,186 LANDSCAPED OPEN SPACE, MICROPATH 7,186 0.16 BLOCK 5 17 6,050 LANDSCAPED OPEN SPACE, MICROPATH 6,050 0.14 BLOCK 5 22 1,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,000 0.02 BLOCK 5 23 1,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,000 0.02 BLOCK 5 28 6,050 LANDSCAPED OPEN SPACE, MICROPATH 6,050 0.14 BLOCK 5 38 7,186 LANDSCAPED OPEN SPACE, MICROPATH 7,186 0.16 BLOCK 5 44 1,006 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,006 0.02 BLOCK 6 1 25,171 LANDSCAPED OPEN SPACE, STREET BUFFFER 16,217 0.37 BLOCK 6 14 8,403 LANDSCAPED OPEN SPACE, STREET BUFFFER 4,203 0.10 BLOCK 6 15 4,893 UNQUALIFIED 4,893 0.11 BLOCK 6 16 1,381 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,381 0.03 BLOCK 31 52,150 TOTLOT 52,150 1.20 BLOCK 6 45 86,600 TOTLOT 72,765 1.67 BLOCK 6 46 4,940 UNQUALIFIED 4,940 0.11 BLOCK 6 73 3,805 LANDSCAPED OPEN SPACE, STREET BUFFFER 3,805 0.09 BLOCK 7 20 212,429 PICKLE BALL, TOT LOT, POOL, AND BATH HOUSE 212,429 4.88 BLOCK 8 1 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 8 8 2,965 LANDSCAPED OPEN SPACE, MICROPATH 2,965 0.07 BLOCK 8 19 8,342 LANDSCAPED OPEN SPACE, STREET BUFFFER 8,342 0.19 BLOCK 8 22 2,965 LANDSCAPED OPEN SPACE, MICROPATH 2,965 0.07 BLOCK 9 15 2,075 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,075 0.05 BLOCK 9 29 5,497 LANDSCAPED OPEN SPACE, STREET BUFFFER 5,497 0.13 BLOCK 10 1 1,050 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,050 0.02 BLOCK 10 7 21,376 LANDSCAPED OPEN SPACE, MICROPATH 21,376 0.49 BLOCK 10 17 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 10 32 1,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 1,000 0.02 BLOCK 11 1 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 11 6 8,444 LANDSCAPED OPEN SPACE, MICROPATH 8,444 0.19 BLOCK 11 11 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 13 1 27,292 LANDSCAPED OPEN SPACE, STREET BUFFFER 27,292 0.63 BLOCK 13 6 23,018 LANDSCAPED OPEN SPACE, STREET BUFFFER 23,018 0.53 BLOCK 14 1 11,863 LANDSCAPED OPEN SPACE, STREET BUFFFER 11,863 0.27 BLOCK 14 5 2,000 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,000 0.05 BLOCK 15 1 52,225 LANDSCAPED OPEN SPACE, MICROPATH 52,225 1.20 BLOCK 15 14 2,003 LANDSCAPED OPEN SPACE, STREET BUFFFER 2,003 0.05 BLOCKI6 1 111,824 TOTLOT 94,958 2.18 BLOCK 16 18 31,547 LANDSCAPED OPEN SPACE, MICROPATH 31,547 0.72 BLOCK 16 63 28,482 LANDSCAPED OPEN SPACE, MICROPATH 28,482 0.65 LOT LINE EASEMENT PROPOSED SWALE PROPOSED 8" SEWER PROPOSED 8" WATER (3' COVER) STORM WATER INFRASTRUCTURE EASEMENT PROPOSED CURB PROPOSED STORM DRAIN MANHOLE PROPOSED CATCH BASIN PROPOSED SEWER MANHOLE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE /per SIDEWALK RAMP PROP. STORM DRAIN EXISTING CATCH BASIN EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL ROAD EXISTING FENCE EXISTING OVERHEAD POWER EXISTING GAS LINE SITE W AMITY ROAD VICINITY MAP TJN, R I W, SEC. 26 PRELIMINARY PLAT NOTES N N. T. S. 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE -SUBDIVISION. 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS OTHERWISE DIMENSIONED. 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 9. LOTS 14 AND 30, BLOCK 1; LOTS 1 AND 16, BLOCK 2; LOTS 1, 13, 14, 26, 38, 39, AND 48, BLOCK 3; LOTS 1, 17, 18, 29, AND 40, BLOCK 4; LOTS 1, 7, 17, AND 22, BLOCK 5; LOTS 1, 14, 15, 31, 45, 46, AND 73, BLOCK 6; LOT 20, BLOCK 7; LOTS 1, 8, 15, AND 22, BLOCK 7; LOTS 1, 15, AND 29, BLOCK 9; LOTS 1, 7, AND 32, BLOCK 10; LOTS 1, 6, AND 11, BLOCK 11; LOT 6, BLOCK 12; LOT 1, BLOCK 13; LOTS 1 AND 5, BLOCK 14; LOTS 1, 17, 18, AND 63, BLOCK 16; ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE TESSERA SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. SHEETINDEX SHEET LIST TABLE SHEET NO. SHEET TITLE 01 COVER SHEET 02 PRELIMINARY PLAT 03 PRELIMINARY PLAT 04 PRELIMINARY PLAT 05 PRELIMINARY PLAT 06 PARCEL CURVE TABLE 07 PARCEL TABLES 08 PARCEL TABLES 09 EXISTING CONDITIONS PLAN 10 EXISTING CONDITIONS PLAN 11 PRELIMINARY ENGINEERING PLAN 12 PRELIMINARY ENGINEERING PLAN 13 PRELIMINARY ENGINEERING PLAN 14 PRELIMINARY ENGINEERING PLAN 15 DETAILS 16 PRELIMINARY SEWER PROFILES 17 PRELIMINARY SEWER PROFILES C O U z � m Q � o < a ro N o N �� z ro o - o oo r w .) oo � � Y o s o O L � o ■� N CD N o O - o m O W Y m N OZ � O Z m U) } N } m v v00 LdLd Ld z \ z w v1 ¢ w I- NN� � U 0 H Q J CL Z_ J W w CL Q W N U) Ld Ld = Ld Q U) C)f Z W Q 0 O IY U LLI FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-CVR 01 OF 18 L74 ` c 8 - - -89'_C7\ C159 55' \ CIS9 — S 9°10'53"E o � — 6 C2�_ R7125500020 � 5 - _ - _ L77 ZONE: RUT -J I PHASE LINE I I� FOUND BRASS CAP AT 149' T I 211' NW CORNER OF SE 4 OF 1 SEC 26, T3N, R1W. I - Ln jj o I _ 1 0 O 7 1 �- 4 -- 174' -- l0 8 200' - I0 9 - - 200' - 0 10 BLOCK 1 200 - 200' I I 0 11 I - - 200' - - I , l0 12 200' I 0 13 � - 200' 1-0 1 0 14 I R7125500040 I 200' ZONE: RUT l0 I 15 1 \ 169' 0 I I 174' I I N 1 I I I� J 3 o i �0 I j - - 205' - - N II O I Q I a 0 o l0 2 I I J 205' - - vi I O I I 1 00 of 7 4' 190' — W. TWIN VIEW ST L4 -- -- 182' _190-- 7, of 20 N 0) BLOCK 1 00 I -- 205' -- I B 15 I I PHASE LINE 4 0 0 19 001 a �I I OO 205' J I � I U I o vi 0 18 0 �I I 205' N 1 J I � 01 I 17 C12 J C11 170' u'i' \ I( L1 11 , v,�, v1 1u1VC JCC JI-ICC I U,F 0 M I- J PROP. JACKSON RIDGE ESTATES SUBDIVISION (NOT A PART) S89°10'53"E 652.02' W. HARRIS ST ------ 554'--------------------- 28 ��- - — - - - - - 96 47' 112' 55' 55' S5' 55' 55' 55' 47' �2,60'60' I \ $ I N I N N u') ,n ,n to _N 1 l,D \ I 9 10 I� 11 IN 12 IC14� 13 1� 14 I� 15 �lol IN 16 IN 15 I� 7 I I BLOCK 2 Cl8 C19 B 14' I I C17 48' 55' 55' 55' 55' 55' 50' 7 1060' 40' 20' zo 11 102 c — In/ BURNING OAK ST L59 — M o17 M _ _ _ in 110' 6 32' 36' 36 36' 36' 1 36' 36' 36' 36' 36' 31' J I`4 120' 0 - - C14 I 1�14' . I- T I T7 J I I - - 115' 0 0 14 19 1 0 I I 1 rn of of of of of 01 01 01 of of nl f' ' ' Lo 0 5 `n 11 2 �1 3 �1 4 �1 5 -1 6 �1 7 �1 8 -1 9 �1 10 1 11 �1 12 D n - 121' - _ _Lo I 00 � �- i, 115 C9 13 I l0 20 0 1 0 I 10' 37' 3y 36' 36'y 36' 36' 36' 36' 36' 36' 36' �10' _ I I 2 PHASE 2 00 oM W DUTCH BARN LN (PRIVATE) 14 0 �� _ M BLOCK 4 O PHASE 1 115' W 10' 37' 36' 36' 36'P��j 36 36' 36 36' 36' 36' 10' on 21 W 3 1I LLJ I� I I I _ 121' U) to to to to to l0 10 l0 to to l0 01 I I PHASE LINE LU 11 115' O0 I o 0 0 0 0 0 0 0 22 o� 1 � �- 1 1�15 1�16 1�17 1�18 1�19 I�20 I 21 1�22 I 23 I 24 II 25�I 92' 7' LL 36' 36' -- - I�-J - 121' - Z 6 14' 37' 36' 36' 36' 36' 36' 36' 36' 36' 36' 36' 0 J 100' _ U - 1 3 I o0 23 = vi U —W. TWIN VIEW ST I o 26 I vyi I _ 122' cwn L5 I N00 BLOCK 3 N c 2 Z on 24 d �� -100' 92 37' 36' 36' 36' 36' 36' 36' 36 36' 36 36' o ti� 147 � I r I 1 m 1 - 122' - 1 1 in 0 0 0'oI I 1 i� u� JI I I0 of of of of of f f f of of of 0 0 I 115' 11 27 1 28 I 29 I 30 I 31 I 32 I 33 I 3a 1 35 1 36 1 37 1 loo122' 25 u-) - M _I�_ 2 I 10' 37' 36' 36' 36' 36' 36' 36' 36' 36' 36' 36' 10' to C53 C54 1 - - - - - - ,n 26 0 - - � 4 38 W. SILAGE TOWER LN (PRIVATE) o I I 123' cnn 116 36' 36' 36' ' 36' 36' 36, 1 36' 10' 11� 101, 3 ` 1-�6 II I48I I 1.0 27 0 1 \ 39 - - �\ 10 of of of of of of of of �1 I I i23 cP \C, �1 40�1 41�1 42�1 43�1 44�1 45 1 46�1 47 o \ 4 \ C'� \ C22 14' 714 28 0 _1�1_ I�-]__J__1� 118' Sp\ 28' 36' 36' 36' 36' 36' 36' 31' - 214' Nbc \ \\ -W. BROKEN GABLE ST L56 L55 C62 -T -- - -- - -- - \ \\\ g C63 11' 50' 50 50' 50' 50' 50' 50' 50' 50' \ M tin tin tin 1- I- I- I- I• I- \ ems. N 8 9 10 11 n 12 LO 13 Lo 14 15 n 16 n 17 \ 7 1� I� 17 I� \ BLOCK 7 �Q 59' 70' 50' 50' 50' 50' 1 50' 50' 50' I 50' 50' MATCHLINE SEE SHEET 04 KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 O U Ln Q � c cn < ro N N o � z o N o z z m o N M r w o3 � Y o o o �o N o o ON m_ � o O W O Y m O OZ z }-: m w vO m p \ W W W W Z Z Y LLI as v0-iaw ui N N 0 0 U 0 H J CL Q � � 2 Z cLr- WL 7 Q 0 Q Ld w W N (N W H FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-PP 02 OF 18 PROP, JACKSON RIDGE ESTATES SUBDIVISION W. HARRIS ST (NOT A PART) _ - S89`11'47"E 983.84' FOUND BRASS CAP AT NE CORNER OF SE 4 OF SEC 26, T3N, R1W. S89°11'36" E=421.98' --------------- PHASE ----- - - - - - ---- _ ��g8 Ate. ------861'-------------------------- LINE - _ �6- 36" C26 1 - - - 6 60' 50 50 60' 60' 60' 50' 50' 60' 60' 60' 5 - - - - 49' 50' 57' 98' \6�, IQO 1r1 I� I� I� I� IM IM IM IN IN IN IN 1� o Z N 14 N 13 N 12 N 11 N 10 N 9 N 8 N 7 N g N 5 N 4 N 3 N 2 N I- I� I- I� I� I� I� I- O 2 3 B BLOCK 4 2 � 1 I BLOCK 5 I 11' cc 15 �^ 2 1 �, C28 � 20' 40' 50' 50' 49 60' 60' 50' 50' 60' 60' 60' 50' 50' 72' o GOB -- -- -- - -- -- -- -- 54' 50' 17' C29 C3o N M 40 18 - - W. BURNING OAK ST L44 — — L45 L46 6 I 99' UN BLOCK 4 121' - - - 35' 40' 40' 4C 40 65' 40' 40' 40' 40' 40' 40' 40' 40' 40' 55' 40' 40' 40' 35' C23 0 7' 7' C32 105' I 39 d 14' 14' C33 7 01 _ o 0 0_ _0 0 0 _0 _0 1- 121- _ 1 0 2 3 4 5 71 7 8 1 � 9 1 7 10 1 7 11 1 0 12 1 0 13 1 0 14 l 0 15 0 16 0 17 18 19 20 21 6 7 �22Ln 1 1 F- II II SEI II rnII II 110' 0 121' 10 10 N PHASE 2 $ ' 4' 40' 405_ 404040404040o PHASE 4 37 55110'W to PHA� 0Lu l 30' U) 121' 101 01 01 0of to to to to to 10 10 - - - - - 1 11t1l4443 - 00 0 W 34 33 32 31 - 30 - 29 - 28 27 - 26 - 25 24 -23 zz I o Lu U) 36 14' BLOCK 5 � _ _ _ __ Q 7 4 0 0 110' W 121' I i Z y 35' 40' 40'- 40' 40_ 65' 40' 40'- -40' 40_ 40' 40' 40' 40' - 40' - 55' 40'- -40' 40' 35' 04 10 0 J - - _ _ = v 35 uoi I 1Cb o Q U) 121' — L49 — — — L48 W TWIN VIEW ST — — G� 110' 11 o I 14 -190' 1 37' 42' 42' 42' 42' 42' 42 40' 40' 55' r 40' 40' 40 22' 34 I 7 14' 10� - -105' 14' I - - 7 1 C36 121' I ro 28 7' n 14' - � 110' I IIr M M I - � I I I �- I n o1 01 0l 01 0l 01 10 to o l0 01 01 01 �1161 15 0 121.00110' 110' O 30 29 28 27 26 25 24 23 22 21 20 19 18 17 o 33 3 �127 o�1�1 �1�I �1 �I � I 121_ _ _ _ _ I 1 00 _ - N I--� 110' I OI 110' Q o �2'- - 42' 42' 42' 42' 42' 42' 40' 28' 55 40' 40' 40' 40' I . 121' oIPHASE 4 0 4-26 o J I B - - PHASE 3 12'- - 13 (o .0 � 0 110 I 110 I 15 30 SE 4 110' 30' PHASE 11 5 0 25 0 1 31 U-) - - I n PHASE LINE 110 110' 31 N 45 1- 121= - I I 6 0 24 � o I BLOCK 5 � I 30 7' 4 110' 110' I 30' 110' 116' 14' 7 23 0 _ - - - - - - _ _ _ I o 47 0 _ _ 29 - - - 110'_ - 110' � � 42 � 42' 42' 42' 42' 42' 42 � 40 40' 40' 40' 40' 40' 1 I `n I o _ M z _ _ N 8 N BLOCK 8 22 N J I � 110' � _- T T n 110' 110' W I l0 01 0 of of of of of 0 10 10 10 to to N o 0 o 9 0 21 0 132 33 34 35 36 37 38 39 40 41 42 43 44 46 48Lo I o 50' 55' � _ _ _ _ I 14' 0 PHASE LINE 110' 17 I 110' �I C37 1 z 10 20 do 37' 42' 42' 42' 42' 42' 42' 52' 40' 40' 40' 40' 40' 25' coo 49 18 19 _o z `` 38 1 1 K I 110' 0 1190 o — — W. CORN CRIB ST L53 — — O BLOCK 7 I J - ��O I 110' 50' 61' Q 110' + 110' �^ 28 42' 42' 42' 42' 42' 42' 42' 40' 42' 42' 42' 42' 35' 50 o I I U 12 18 0 7— �T-�T-T�--�-- m 14 0 0 0 0 0 0 0 0 110' 110' J 1� of �I �I �I 0 7 �I �I 8 � 0 �I 0 � 7I � o � I� 110 I cm) 1 2 3 4 5 6 9 10 11 12 13 14 I OD 51 13 0 17 o 00 -110' C75 7' 14 A 16 � � 110' 16' 107' - F109' 0 43' 1 42' 1 42' 42' 1 42' 1 42' 1 42' 1 42' 1 40' 1 42' 1 42' I 42' 1 42' 1 40' 15 Z I o 52 � it o _ L38 C173 15IJJ U' v 'c^o rnl a I 110' �41' U 0 i� i� i� i� i� N 1 0 29 28 27 26 25 24 d 23 J 22 J 21 J 20 J 19 18 17 16 0 53 00 2� I� �I �I �I �I �I �I �I �I �I �I �_ nN C�9 �� I I 1 I BLOCK 9 1 1 B 1 I 14 -- _ 110' 68' � 15 7' I I (V v O 14 68. C77 C7811' 42' 42' 42' 42' 42' 42' 40' 42' 42' 42' 42' 35' 0 54 Z v 7 50' �36 U c 2 c 10' S� C174 it 0 1 44, — W. SHAKER ROUND ST— L35 — - - Q _ 110' C81 �� 4 co 0 7 % 5 o C82 C83 49' 60' 60' 60' 50' 50' 60'— 60' 55' I m 55 J 3 �N 7 6 �1 l BLOCK 10 �� 0 14' I 8 9 10 11 12 13 14 15 16 110' I� w�w I� I� I� I�I� 10 l0 56 I 7 1� ¢2 J I I 50' a a 60' 60' 40' 50' 50' 60' 60, 60' MATCHLINE SEE SHEET 05 KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 O U � m Q � < ro N IDN � z N o c m N M } w � J Y o o O L � o ■ N CD o ON m_ � 0 O W O Y m O O z m } m w �> omo 11 W W Z Z y ¢ v1 w N N 0 � U cz) FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-PP 03 OF 18 a a Q w Q 0 r m \ \ \ \ \\ MATCHLINE SEE SHEET 02 0 Q:: PHASE LINE \ 9GF \ \ \ \ \\ 26 0° \ BLOCK 1 7 \ \ 20 R8131780600 27 �o C88 0 / so \ \ Ay \ 6�S BLOCK 7 oM 0 ZONE: RUT / /�� \''o• 6� C86 / ° 9s \ A 16 14 yes F> \ 15 441 C� 11 24 6 \ \ 28 / 42' \ 411 10 gyp\ \nj �P 23 6 \ \ 411 / 29 31 gyp, \ el cJ• 1fiO / 60, \ ~ 10' \so / �O b9 G ° jy I N 2p / / \ 3 S 2�0 ° ^^ 21 soh v� o o T �.°/ °o J� `v v \ S3 Ln 14' / / �P 28' \ \ Q ro \ v U 14' 17 �Ro 4 / �J / \ I`9 \ 6p" Q \ \ \ o v 32 30/ T i v v A o for oo sp, �v /'� < o y. 2°O u'p / C 2 16 14' 1 6\ \ \\ z U o \ / \ / ^�O e 7 o NX / \ /. g s c7 A Y o R7533680200 / 33 15 6 7 6 / �� \ \ \ \68 \ N ZONE: RUT C / /� / ° 6° / c 0 \ \ \ CD 0 \ 10 B o /, o ��\\\ / 3 2 °,po \ \ \ o tiQ ° 15 �^ 6 / so• s / \ / m / o ��9 S C103 / �^ PHASE LINE C104 w o 00 N SS" 14 2(14 ° / ° \ 4 ° �_ C769 0 V � 0 \99 O �Ro 9 \ m m 00 �6 , � BLOCK 11 \ / SS �� BLOCK 12 \ x v 0 m p 34 �%/ 7s-29, \\117'\\w wZ Z Y 10v0iv0i oov o1300, O O � s ° ❑\ 35 12 �• 3 �� V 0 3 aQ �� 3z / GP o 7 3 � oQv 04 H Q 7 v �,� 0 5 Q w = cc —J �\ \ 36 C93 000 C98 C �O'i� C7 2$ a _ a3 \ BLOCK1 9�\ E2 Q Q C94 C95Lr- / J Q W o a 9 \ J / CL L 0 ou 99. \\°: KEY MAP R7533680300 37 / 0) V ? NOT TO SCALE Q Ld W ZONE: RUT \ \ / �' L z \ \ A /N o W - �� N w ` 792, / 15 rJ U) 8 Y \ ,J om LH z �o z a \ / nN Aj Wl a �C z a W" U z. w, w` \24 Q N N\ 29 W -323. �3. NORTH •FOR REVIEW ONLY 0o NOT FOR CONSTRUCTION a3 S1226428970 ZONE: RUT KimlepMorn ww z. GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 PE NO.19946 DATE 01 21 3o PROJECT NO. U 093861000 �DRAWING NAME z0 1000-PP-PP �a mo 04 of 18 h 12p, CO 21 C70 /rn Sp. C69 710, 776 (0 SO' n� 7' 31 / / 00 14' � 30 �/ / 60,MATCHLINE SEE SHEET 03 22 U 105, 29 50' I 110' f I 9S, 0 0� o 57 0 10' 28 o �61 S0, / PHASE LINE I I I I I I - - 11y \ 7 SO' / l 0 27 I o 26 0 25 1 0 24 l 0 23 1 0 22 l 0 21 1 0 20 1 0 19 l 0 18 t o I 110' 1 CC65 /S 6 G40 6p• I � 58 LO �I I 0' 6� 23 C85 14, C40 � 6 7 110' / 24 /, 0 �84 42' 50' 60' 60' 60' 50' 50' 60' 60' 55' C41 30' / 25 Sp v 1,4,3p, 7'' / 26 n C17W. 1 — — FALLOW RUN DR —L33 — 59 01 I / /, \ Bp / N 27 /^ 14' C47 C46 2g' 50' 60' 50' 60' 60 60' 50' 28 0 / 15' 7 5 C45 \p0) C11 /^ O 72 IN �N IN IN IN IN IN IN IN IN IN ,' OI \ 50, 71 70 1 69 1 68 1 67 1 66 I 65 I 64 I 63 1 62 1 61 1' 60 J 00 ��\\20, y F BLOCK6 2 41 pNgSF 15 10' 68' C48 C49 2750' 60' 60' 50' 50' 60' 60' 60' 50' 72' I Sp \ \ - - - - - o, o / 5 G17 \ C50 27'-�--------------------------PHASE 3-700'----------------------------fib a �� o� 5 ^/ s o / S0, � \ � � � C17p L12 PHASE 1 BLOCK 13 1 17 C113 ^/ 7 0 / S0, S. MONITOR BARN AVE. 1>2� 11 Cl 12 C114 ^/ 8 0 / S0� C721- PHASE 1 I i G_ _-------------273'------------------ _� 3 C110 32 ^/ 9 -- - -- P SE 1367'-------------------- c �/ 3'C7j6 C117 - ��' `L� PHASE LINE BLOCKI6 �v SO' ^ / 10 0 / 33' 50' 50' S0' 50' 50' V C109 "� SO' ^/ 11 / C120 I 23' 20 20' 20' 23' 23' 20' 20 20' 23' 23' 20' 20' 20' 23' ^M o Ln 7 , 416 Sp ^/ 12 0 13 I I I I I rn ` c 0 2 4 6 7 9 11 13 15 6p� Sp' / 0 14 0 15 0 16 0 17 0 18 0 19 ;� 2 <2 \ S3 4 io 'I, 'CO to o io io to I10) ip o Io Io70 0'777 60\ 11(), 10, 11S to Io to C118 7 (1)C154 13 5 8 10 12 14 16 9 / C119 33' 50' _ 50' _50' 50'_ 45' 12' 6' 23, 8"2' 20' 18' 23' 20' 23' 20 20' 20' 23' 20' �• / / � 8 / SS C7� 7' W. WIND VANE DR L15 W. WIND VANE LN (PRIVATE) 0 \ 700\ \ / ^ 7 /0 14' C1 - - 11) - cV / g BLOCK 14 / 6 o, 42 6743 C144 D`O 23' 14' 20' 23 33 23' 20 20' 23' �'7 \ h 72' 0 / 20' 56' 51' S2' , R c 15 1 / 2p 7' 52' 52' G �� , G� �100' N /• 0 40 l / / k/ /0 15 0� I C145 M to Io Io Io Io to �o �o Io to ~ `� 100' 35 N N N 2p, 16 0 to to to to to of I Q —� y U 2 / Q �p ^ ^ I I 17 18 19 20 21 22 Q 26 25 24 23 22 21 20 19 1 36 100' oN I 0 6p 5 2 I� I� I� I� — C /^ / 5 C140 Lo � o a o 37 0 1 2 s 4g' B / v� 4/ C1 kCl 38 a n z N 100' N15p /�Q. \ 41 -C739I 23' 20' 20' 23' 23' 20' 20' 2338 37 N 100'� 20' 21' 35' 45' 52' 22' 30' S2' p I 041 a 100' _ 8\ / 14' I �6' PHASE LINE Q BLOCK16 18 y 23100' 39 N ^C C -� H4%' 7 7 13 y 142 .STORFD/� S / 14' 01 11 01 10 01 g I g I vi 0 — — — — 15 o ao 1 oo' c I _� r 1 �1 �1 I I I 23' 20' 20' 23' 23' 20' 20' 23' 0 5 0 \ 3 �\ G lg 7 BLOCK 15 I N 100' 41 0 l €> — 28 30 32 34 C136 C135I 0 0 0 0 �0 I N 42100' N �721S'7\ 2p0" l \ C766 ClC134 41' 80' 80' _ 34'= C733 0 Q Q o OI OI 0I 0 O o I In 100' - ;} \ _ is k/ 275.$3, \ C127� L20 \ 0- 0- �C 27 29 31 33 J N 100, 43 N \ 4 �� ` N N �R8 23' 20' 20' 23' 27' 23' 20' 20' 23' G �� 0 44 0 158' c�2 W. POLE BARN LN (PRIVATE) 17 0 45 -01 9-- _- -- N 100 N N o /200 �c6� N 46 100'- N ?N /V70. / 5 71 -C131- / 11.E 10072 M E100 100'- rn 5-0S00�„w ` \ BLOCK 15 / 11' 1 N - N N 100 47 N 603 86 \ o� 6 7 1 0 3 100' o I 10 70 100' o -2p0, _ _ 604' 5 0 100'74 01 10C11 100 69 0 48100' �I \ ^^ N 75 100 N M CI o49 OI 100' N 100 00 — N I to so 7 00 1OO' 04 100 _ N I 1 I S1226429900 � /\ I N 63 1OO N `r2 100 _ I I I ZONE: RUT 10_0' �7_ 100-' —67 G!? N 100' r^ � 100' _0 06s100' � � CI 52100' —51 NHLINE SEE BOTTOM I0 100'78 01 I0 100' 65 53 oN 1omo0 00 N 100' 0- a 100100' N645479 N 100' 100' 1oo' / 200' I 72' N89°14'52"WW11 FOUND BRASS CAP AT J SE CORNER OF SE j OF SEC 26, T3N, R1W. col 165 W. TAVERN LN (PRIVATE) 0 I 23' 20' 20' 23' 20' 23' 20' 20' 23' I 62 60 58 56 1 O I O O l 0 O O I O t o O I O 0 o O 1 0 0 �o to 0 0 o I� 61 � 59 I � I � I 57 � 55 MATCHLINE SEE TOP I I I I I I I I I I I of a KEY MAP NOT TO SCALE O U z � m Q � O cn cn ro N o N z o z `" cl� 0 N Moo w � Er � Y o � o O o � ■ N 7 o N o � � o �m O W Y m � o 0 [if� Z m U) } N } m W Ld Ld Ld z w z Nw IQQa- NN� � U cz) H J CL Q _J � � 2 Z Lr- Q Ld z Q � t� Q Ld W Ld N LLI NORTH FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 PE NO.19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-PP 05 of 18 Q w H 0 } m z O w D- 0 z O U z wu a ro CJ N p � O Q NN O _ Q 3 N Z N � m N 2 } N w J O � o O t Y O O N � 0 o N 0 o m O W m N 11 m O N � NO Z m N } N } m m x> o m o \ .� .� w w J J 0� U W U U ui W of S Q 07 07 � U � <s wo a� ao 3z �z U_O i ~ w o� J r W� J UY /'� CL Q z. p 2 a� �€ Q w Q �m Z > 0 U J °r/ a C w. �z J Z z W U Q o _ �H o� J as Q W za Tz W Q fN �> N Ni W o� H zm z mo Nd zo <a o a a -o wF �a 0o >" z. wz t a og z FOR REVIEW ONLY oa NOT FOR CONSTRUCTION .� KimleymMorn 12= W� UU 00 [ENGINEER 0. 19946 DATE 01 21 PROJECT N0. 3w w 093861000 DRAWING NAME z7g w. ,a 1000-PP-PP p 06 of 18 U- - �o CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT Cl 220.00' 97.74' N69°59'07"W 96.94' 25°27'22" 49.69' C2 279.98' 156.00' N73°13'05"W 153.99' 31°55'27" 80.08' C3 30.00' 25.15' S23°11'46"E 24.42' 48°01'46" 13.37' C4 50.00' 41.91' S23°11'46"E 40.70' 48°01'46" 22.28' C5 50.00' 78.54' S45°49'07"W 70.71' 90°00'00" 50.00' C6 50.00' 78.54' N44°10'S3"W 70.71' 90°00'00" 50.00' C7 50.00' 41.91' N24°50'00"E 40.70' 48°01'46" 22.28' C8 30.00' 25.15' N24°50'00"E 24.42' 48°01'46" 13.37' C9 50.00' 37.67' S20°45'58"E 36.79' 43°10'09" 19.78' C10 50.00' 180.73' N34°05'47"E 97.22' 207°O6'22" -207.42' C11 30.00' 10.28' N59°38'29"W 10.23' 19°37'50" 5.19' C12 30.00' 26.52' N24°30'14"W 25.66' 50°38'41" 14.20' C13 368.50' 287.99' N21°34'12"W 280.71' 44°46'38" 151.80' C14 30.00' 10.53' N9°14'14"W 10.48' 20°06'42" 5.32' C15 52.00' 34.03' SO°32'52"E 33.42' 37°29'26" 17.65' C16 52.00' 40.76' S40°39'08"W 39.72' 44°54'36" 21.49' C17 52.00' 43.40' S87°01'08"W 42.15' 47°49'22" 23.06' C18 30.00' 3.80' S72°41'45"E 3.79' 7°15'08" 1.90' C19 30.00' 6.73' S82°45'06"E 6.72' 12°51'34" 3.38' C20 126.50' 26.44' N5°10'09"W 26.39' 11°58'32" 13.27' C21 126.50' 164.28' N48°21'38"W 152.98' 74°24'26" 96.03' C22 126.50' 7.99' N87°22'22"W 7.99' 3°37'02" 3.99' C23 60.00' 4.29' S2°34'23"W 4.29' 4°05'44" 2.15' C24 60.00' 27.13' S17°34'23"W 26.90' 25054'16" 13.80' C25 60.00' 62.83' S60°31'30"W 60.00' 60000'00" 34.64' C26 286.00' 60.38' S84°45'21"W 60.27' 12005'45" 30.30' C27 214.00' 44.48' S84°39'45"W 44.40' 11054'33" 22.32' C28 30.00' 10.53' N80028'10"E 10.48' 20006'42" 5.32' C29 52.00' 21.90' N82028'51"E 21.74' 24008'05" 11.12' C30 52.00' 44.70' S60°49'36"E 43.33' 49°15'00" 23.83' C31 52.00' 40.30' S14000'04"E 39.30' 44024'03" 21.22' C32 52.00' 11.29' S14°25'05"W 11.27' 12026'15" 5.67' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C98 883.50' 151.73' S55°12'47"E 151.54' 9050'24" 76.05' C99 630.00' 71.90' N19026'03"E 71.86' 6032'21" 35.99' C100 630.00' 163.59' S51023'52"E 163.13' 14052'41" 82.26' C101 650.00' 50.27' S46°10'27"E 50.26' 4°25'51 25.15' C102 650.00' 40.07' S50°09'20"E 40.06' 3°31'55" 20.04' C103 30.00' 10.53' N54°00'52"W 10.48' 20006'42" 5.32' C104 52.00' 12.19' N57°21'25"W 12.16' 13°25'36" 6.12' C105 52.00' 46.43' N25°03'45"W 44.91' 51°09'44" 24.89' C106 52.00' 59.57' N33020'09"E 56.36' 65038'04" 33.53' C107 30.00' 10.53' N56005'50"E 10.48' 20006'42" 5.32' C108 826.50' 137.60' N55°08'57"W 137.44' 9°32'19" 68.96' C109 30.00' 10.53' S16°33'33"W 10.48' 20°06'42" 5.32' C110 52.00' 26.55' S21°07'48"W 26.26' 29°15'12" 13.57' C111 52.00' 37.01' S56°08'48"W 36.23' 40°46'48" 19.33' C112 52.00' 39.96' N81°27'01"W 38.98' 44°01'34" 21.02' C113 52.00' 7.48' N55°18'55"W 7.48' 8014'38" 3.75' C114 30.00' 10.53' N61°14'S7"W 10.48' 20°06'42" 5.32' C115 453.50' 59.26' N75°02'55"W 59.22' 7029'14" 29.67' C116 343.50' 44.89' S75°02'55"E 44.86' 7°29'14" 22.48' C117 343.50' 47.96' S82047'32"E 47.92' 8000'00" 24.02' C118 453.50' 63.32' N82°47'32"W 63.27' 8°00'00" 31.71' C119 453.50' 21.23' N88°08'01"W 21.23' 2040'58" 10.62' C120 343.50' 16.08' S88°08'01"E 16.08' 2040'58" 8.04' C121 323.50' 102.59' S80°23'24"E 102.16' 18°10'11" 51.73' C122 388.00' 57.86' S22020'33"W 57.81' 8032'41" 28.99' C123 570.00' 60.46' S19°12'11"W 60.43' 6°04'38" 30.26' C124 550.00' 66.60' N21°11'52"E 66.56' 6°56'16" 33.34' C125 60.00' 16.21' N10°00'14"E 16.16' 15°28'49" 8.16' C126 60.00' 77.04' N34°31'14"W 71.86' 73034'08" 44.86' C127 767.50' 51.84' N73°14'25"W 51.83' 3052'13" 25.93' C128 767.50' 191.55' N82°19'30"W 191.05' 14°17'59" 96.27' C129 30.00' 36.88' N54°25'10"W 34.60' 70026'25" 21.18' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C33 30.00' 10.53' S10°34'51"W 10.48' 20°06'42" 5.32' C34 60.00' 62.83' N30°31'31"E 60.00' 59°59'59" 34.64' C35 60.00' 13.12' N66°47'31"E 13.10' 12°32'00" 6.59' C36 60.00' 18.29' N81 °47'31 "E 18.22' 17°28'00" 9.22' C37 60.00' 15.16' N82°14'10"W 15.12' 14°28'39" 7.62' C38 60.00' 16.26' N67°14'10"W 16.21' 15°31'21" 8.18' C39 60.00' 62.83' N29°28'33"W 60.00' S9°59'S4" 34.64' C40 30.00' 5.22' S4°27'42"E 5.22' 9°58'24" 2.62' C41 30.00' 5.31' S14°31'03"E 5.30' 10°08'18" 2.66' C42 52.00' 42.80' N3°59'27"E 41.60' 47°09'16" 22.69' C43 52.00' 44.74' N52°13'05"E 43.38' 49°18'00" 23.86' C44 52.00' 30.65' S86°14'51"E 30.21' 33°46'08" 15.78' C45 30.00' 10.53' N79°25'09"W 10.48' 20°06'42" 5.32' C46 323.50' 19.66' S87°44'02"E 19.66' 3°28'55" 9.83' C47 323.50' 44.41' S82°03'37"E 44.37' 7°51'55" 22.24' C48 256.50' 52.38' S77°09'18"E 52.29' 11°41'S9" 26.28' C49 256.50' 28.97' S86°14'23"E 28.95' 6°28'12" 14.50' C50 276.50' 87.68' S80°23'24"E 87.32' 18°10'11" 44.21' C52 308.50' 241.10' S21°34'12"E 235.01' 44°46'38" 127.08' C53 288.50' 22.45' N1°24'39"W 22.45' 4°27'32" 11.23' C54 173.50' 12.39' N1°13'36"W 12.38' 4°05'26" 6.20' C55 288.50' 74.68' N11°03'21"W 74.47' 14°49'51" 37.55' C56 173.50' 44.97' N10°41'49"W 44.84' 14°51'00" 22.61' C57 288.50' 74.56' N25°52'31"W 74.35' 14°48'27" 37.49' C58 173.50' 44.97' N25°32'49"W 44.84' 14°51'00" 22.61' C59 288.50' 53.78' N38°37'08"W 53.70' 10°40'47" 26.97' C60 173.50' 44.97' N40°23'49"W 44.84' 14°51'00" 22.61' C61 173.50' 44.97' N55°14'49"W 44.84' 14°51'00" 22.61' C62 173.50' 44.97' N70°05'49"W 44.84' 14°51'00" 22.61' C63 173.50' 35.31' N83°21'06"W 35.25' 11°39'34" 17.71' C64 570.00' 223.27' S55°10'49"E 221.85' 22°26'36" 113.09' C65 30.00' 10.53' N81 °21'39"W 10.48' 20°06'42" 5.32' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C130 50.00' 26.43' N34°20'33"W 26.12' 30°17'10" 13.53' C131 50.00' 80.44' S84°25'25"W 72.04' 92°10'53" 51.94' C132 50.00' 73.20' S3°36'35"E 66.84' 83°53'06" 44.93' C133 50.00' 38.33' S67°30'49"E 37.40' 43°55'22" 20.16' C134 720.50' 34.51' S88°O6'10"E 34.50' 2°44'38" 17.26' C135 720.50' 78.78' S83°35'54"E 78.75' 6°15'55" 39.43' C136 720.50' 76.69' S77°24'S9"E 76.66' 6°05'56" 38.38' C137 610.50' 35.29' S87°49'08"E 35.29' 3°18'43" 17.65' C138 610.50' 35.29' S87°49'08"E 35.29' 3°18'43" 17.65' C139 610.50' 58.71' S83°24'28"E 58.69' S°30'36" 29.38' C140 610.50' 66.09' S77°33'06"E 66.05' 6°12'08" 33.08' C141 610.50' 66.09' S77°33'06"E 66.05' 6°12'OS" 33.08' C142 500.50' 43.15' N78°10'59"W 43.13' 4°56'22" 21.59' C143 500.50' 48.13' N83°24'28"W 48.11' S°30'36" 24.08' C144 500.50' 28.93' N87°49'08"W 28.93' 3°18'43" 14.47' C145 20.00' 14.15' N19°44'44"W 13.86' 40°32'30" 7.39' C146 20.00' 31.42' N45°31'30"E 28.28' 90°00'00" 20.00' C147 28.00' 43.98' S44°28'30"E 39.60' 90°00'00" 28.00' C148 28.00' 43.98' N44°28'30"W 39.60' 90°00'00" 28.00' C149 28.00' 43.98' S45°31'30"W 39.60' 90°00'00" 28.00' C150 28.00' 43.98' S45°31'30"W 39.60' 90°00'00" 28.00' C151 28.00' 43.98' N44°28'30"W 39.60' 90°00'00" 28.00' C152 28.00' 43.98' S44°28'30"E 39.60' 90°00'00" 28.00' C153 28.00' 43.98' N45°31'30"E 39.60' 90°00'00" 28.00' C154 20.00' 14.15' S69°12'15"E 13.86' 40°32'30" 7.39' C155 28.00' 43.98' S45°31'30"W 39.60' 90°00'00" 28.00' C156 28.00' 43.98' S44°28'30"E 39.60' 90°00'00" 28.00' Cl 58.00' 90.76' N44°38'53"W 81.78' 89°39'12" 57.65' C159 220.00' 20.05' N85°19'28"W 20.05' 5°13'20" 10.03' C160 220.00' 4.60' N88°32'07"W 4.60' 1°11'57" 2.30' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C66 52.00' 35.45' N71°53'15"W 34.77' 39°03'30" 18.44' C67 52.00' 30.54' N35°32'02"W 30.10' 33°38'57" 15.72' C68 52.00' 43.59' N5°18'15"E 42.32' 48°01'38" 23.17' C69 52.00' 8.61' N34°03'44"E 8.60' 9°29'20" 4.32' C70 30.00' 10.53' N28°45'03"E 10.48' 20°06'42" 5.32' C71 476.50' 151.11' N9°36'36"E 150.48' 18°10'11 76.19' C72 323.50' 41.79' N75°00'22"W 41.76' 7°24'08" 20.93' C73 276.50' 58.59' S12°17'20"W 58.48' 12°08'29" 29.41' C74 276.50' 27.47' S3°22'18"W 27.46' S°41'35" 13.75' C75 323.50' 12.52' S1°38'01"W 12.52' 2°13'01" 6.26' C76 323.50' 88.45' S10°34'31"W 88.18' 15°39'58" 44.50' C77 276.50' 49.71' S77°49'21"E 49.64' 10°18'02" 24.92' C78 276.50' 31.38' S86°13'26"E 31.36' 6°30'08" 15.71' C79 276.50' 32.88' N74°42'40'W 32.86' 6°48'45" 16.46' C80 523.50' 59.13' S15°16'29"W 59.10' 6°28'18" 29.60' C81 523.50' 1.68' S18°36'10"W 1.68' 0°11'04" 0.84' C82 323.50' 16.07' N72°43'40"W 16.06' 2°50'43" 8.03' C83 323.50' 85.95' N81°45'42"W 85.70' 15°13'22" 43.23' C84 276.50' 79.82' S79°34'31"E 79.54' 16°32'26" 40.19' C85 276.50' 7.86' S88°39'37"E 7.86' 1°37'46" 3.93' C86 30.00' 10.53' N33°54'10"W 10.48' 20°06'42" 5.32' C87 52.00' 28.92' N39°46'55"W 28.55' 31°52'11 14.85' C88 52.00' 60.00' N88°46'19"W 56.73' 66°O6'38" 33.84' C89 52.00' 29.26' S42°03'04"W 28.88' 32°14'35" 15.03' C90 30.00' 10.53' S35°59'08"W 10.48' 20°O6'42" 5.32' C91 60.00' 62.83' S16°02'29"W 60.00' 60°00'00" 34.64' C92 60.00' 31.42' S28°57'31 "E 31.06' 30°00'00" 16.08' C93 30.00' 8.95' S35°24'55"E 8.91' 17°05'12" 4.51' C94 52.00' 99.39' S78°36'08"E 84.94' 109°30'37" 73.59' C95 52.00' 18.80' N36°17'10"E 18.70' 20°42'47" 9.50' C96 30.00' 10.53' N35°59'08"E 10.48' 20°06'42" 5.32' C97 873.50' 153.96' N55°04'59"W 153.77' 10°OS'S7" 77.18' CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C158 250.00' 139.09' N73°11'46"W 137.31' 31°52'40" 71.40' C159 250.00' 139.30' N73°13'10"W 137.50' 31°55'27" 71.51' C160 338.50' 264.54' S21°34'12"E 257.86' 44°46'38" 139.44' C161 36.50' 57.33' N1°02'29"E 51.62' 90°00'00" 36.50' C162 850.00' 234.15' S55°29'37"E 233.41' 15°46'59" 117.82' C163 600.00' 109.44' S21°23'23"W 109.28' 10°27'01" 54.87' C164 411.50' 63.71' N22°10'46"E 63.65' 8°52'15" 31.92' C165 36.50' 56.73' N26°46'50"W 51.19' 89°02'57" 35.90' C166 744.00' 235.94' S80°23'24"E 234.95' 18°10'11" 118.97' C167 477.00' 151.27' S80°23'24"E 150.63' 18°10'11" 76.27' C168 600.00' 203.43' S53°40'19"E 202.46' 19°25'35" 102.70' C169 600.00' 82.94' S67°20'42"E 82.87' 7°55'12" 41.53' C170 300.00' 95.14' S80°23'24"E 94.74' 18°10'11" 47.97' C171 300.00' 95.14' N80°23'24"W 94.74' 18°10'11" 47.97' C172 500.00' 94.90' N13°15'27"E 94.76' 10°52'29" 47.59' C173 300.00' 56.94' S76°44'33"E 56.85' 10°52'29" 28.56' C174 300.00' 95.14' S80°23'24"E 94.74' 18°10'11" 47.97' C175 300.00' 95.14' S9°36'36"W 94.74' 18°10'11" 47.97' C176 500.00' 63.66' N4°10'22"E 63.62' 7°17'42" 31.87' C177 150.00' 235.62' N44°10'53"W 212.13' 90°00'00" 150.00' C178 36.50' 57.33' S45°31'30"W 51.62' 90°00'00" 36.50' C179 36.50' 57.33' N45°31'30"E 51.62' 90°00'00" 36.50' C180 36.50' 57.33' S44°28'30"E 51.62' 90°00'00" 36.50' LINE TABLE LINE LENGTH BEARING L1 26.50 S89°10'53.20"E L2 485.61 NO°49'06.80"E L3 333.50 NO°49'06.80"E L4 278.50 N89°10'5320"W L5 188.50 N89°10'53.20"W L6 493.80 SO°49'06.80"W L7 127.84 SO°49'06.80"W L8 462.44 S43°57'31.34"E L9 163.28 S43°57'31.34"E L10 355.97 S71°18'18.10"E L11 60.61 S71°18'18.10"E L12 316.71 S89°28'29.53"E L13 478.50 S89°28'29.53"E L14 177.00 NO°31'30.47"E L15 316.71 S89°28'29.53"E L16 334.36 S71°18'18.10"E L17 169.19 N26°36'53.68"E L18 325.05 N71°18'18.10"W L19 267.00 S18°41'41.90"W L20 235.15 S89°28'29.53"E L21 26.50 SO°31'30.47"W LINE TABLE LINE LENGTH BEARING L22 188.50 S63°23'06.32"E L23 172.51 S16°09'S2.47"W L24 327.45 S26°36'53.68"W L25 134.18 S46°02'28.66"W L26 548.88 N43°57'31.34"W L27 230.50 N46°02'28.66"E L28 342.33 S43°57'31.34"E L29 243.05 S43°57'31.34"E L30 132.82 S46°02'28.66"W L31 188.50 S46°02'28.66"W L32 178.50 S18°41'41.90"W L33 585.64 N89°28'29.53"W L34 266.99 SO°31'30.47"W L35 542.92 S89°28'29.53"E L36 31.90 S71°18'18.10"E L37 179.88 S71°18'18.10"E L38 18.37 S82°10'47.30"E L39 163.82 S18°41'41.90"W L40 320.12 S71°18'18.10"E L41 208.33 SO°31'30.47"W L42 298.84 SO°31'30.47"W LINE TABLE LINE LENGTH BEARING L43 230.50 SO°31'30.47"W L44 659.37 S89°28'29.53"E L45 204.36 NO°48'13.48"E L46 211.46 S89°28'29.53"E L47 230.50 NO°31'30.47"E L48 603.83 S89°28'29.53"E L49 267.00 S89°28'29.53"E L50 392.04 SO°31'30.47"W L51 120.99 SO°31'30.47"W L52 36.88 S18°41'41.90"W L53 603.83 S89°28'29.53"E L54 237.99 SO°31'30.47"W L55 290.93 N89°10'53.20"W L56 313.52 N89°10'53.20"W L57 129.70 NO°49'06.80"E L58 285.30 NO°49'06.80"E L59 463.52 S89°10'53.20"E L60 208.50 NO°49'06.80"E L61 565.00 NO°49'06.80"E L74 88.94 N89°08'05.57"W L77 186.96 N89°10'53.20"W a a Q w H 0 r m z O (n w O z O U m Q ro 0 N O cn c� o a� Q N o a ro z o o z m N - oz o .` M r o w � o � � o o Y � O - o ■ N CD N o0 O o m Y W m � � O OZ K z m}00 w _ 0 m p w w \ r` z z cD ¢¢ v1¢w uj U U (n (n W A S � � U Q � as wo 3z �o oY �o J V) a¢ W O 0 /��// L.f� i a 3 Z Q 0 J Z o= W W Q a U o �Q o N 11� Q Q W 0- m W N6 N �> (N W o; H zz za mz ?o za 00 �a a� zg FOR REVIEW ONLY 0o NOT FOR CONSTRUCTION a3 Kimley*Horn w� 00 ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 3� �= LOT TABLE LEGEND 093861000 DRAWING NAME BLOCK X* COMMON LOT �o �a BLOCK X** COMMON DRIVEWAY LOT 1000-PP-PP 07 of 18 mo LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 1 20,320 0.47 2 BLOCK 1 20,500 0.47 3 BLOCK 1 19,408 0.45 4 BLOCK 1 20,313 0.47 5 BLOCK 1* 27,125 0.62 6 BLOCK 1* 6,232 0.14 7 BLOCK 1 20,387 0.47 8 BLOCK 1 19,136 0.44 9 BLOCK 1 20,000 0.46 10 BLOCK 1 20,000 0.46 11 BLOCK 1 2Q,000 0.46 12 BLOCK 1 2Q,000 0.46 13 BLOCK 1 2Q,000 0.46 14 BLOCK 1 2Q,000 0.46 15 BLOCK 1 19,780 0.45 16 BLOCK 1* 308,310 7.08 17 BLOCK 1 20,143 0.46 18 BLOCK 1 20,500 0.47 19 BLOCK 1 20,500 0.47 20 BLOCK 1 20,320 0.47 21 BLOCK 1 6,887 0.16 22 BLOCK 1 6,900 0.16 23 BLOCK 1 6,900 0.16 24 BLOCK 1 6,900 0.16 25 BLOCK 1 7,590 0.17 26 BLOCK 1 15,293 0.35 27 BLOCK 1 9,114 0.21 28 BLOCK 1 8,030 0.18 29 BLOCK 1 9,012 0.21 30 BLOCK 1** 2,194 0.05 31 BLOCK 1 19,550 0.45 32 BLOCK 1 22,550 0.52 33 BLOCK 1 2Q,178 0.46 34 BLOCK 1 2Q,100 0.46 35 BLOCK 1 2Q,100 0.46 36 BLOCK 1 18,955 0.44 37 BLOCK 1 29,057 0.67 38 BLOCK 1 17,881 0.41 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 2* 3,213 0.07 2 BLOCK 2 5,548 0.13 3 BLOCK 2 5,750 0.13 4 BLOCK 2 5,750 0.13 5 BLOCK 2 5,750 0.13 6 BLOCK 2 6,760 0.16 7 BLOCK 2 13,023 0.30 8 BLOCK 2 9,730 0.22 9 BLOCK 2 6,873 0.16 10 BLOCK 2 6,875 0.16 11 BLOCK 2 6,875 0.16 12 BLOCK 2 6,875 0.16 13 BLOCK 2 6,875 0.16 14 BLOCK 2 6,875 0.16 15 BLOCK 2 6,828 0.16 16 BLOCK 2* 25,916 0.59 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 3* 900 0.02 2 BLOCK 3 3,639 0.08 3 BLOCK 3 3,600 0.08 4 BLOCK 3 3,600 0.08 5 BLOCK 3 3,600 0.08 6 BLOCK 3 3,600 0.08 7 BLOCK 3 3,600 0.08 8 BLOCK 3 3,600 0.08 9 BLOCK 3 3,600 0.08 10 BLOCK 3 3,600 0.08 11 BLOCK 3 3,600 0.08 12 BLOCK 3 3,587 0.08 13 BLOCK 3* 900 0.02 14 BLOCK 3** 12,496 0.29 15 BLOCK 3 3,652 0.08 16 BLOCK 3 3,600 0.08 17 BLOCK 3 3,600 0.08 18 BLOCK 3 3,600 0.08 19 BLOCK 3 3,600 0.08 20 BLOCK 3 3,600 0.08 21 BLOCK 3 3,600 0.08 22 BLOCK 3 3,600 0.08 23 BLOCK 3 3,600 0.08 24 BLOCK 3 3,600 0.08 25 BLOCK 3 3,600 0.08 26 BLOCK 3* 28,053 0.64 27 BLOCK 3 3,652 0.08 28 BLOCK 3 3,600 0.08 29 BLOCK 3 3,600 0.08 30 BLOCK 3 3,600 0.08 31 BLOCK 3 3,600 0.08 32 BLOCK 3 3,600 0.08 33 BLOCK 3 3,600 0.08 34 BLOCK 3 3,600 0.08 35 BLOCK 3 3,600 0.08 36 BLOCK 3 3,600 0.08 37 BLOCK 3 3,600 0.08 38 BLOCK 3** 12,472 0.29 39 BLOCK 3* 8,472 0.19 40 BLOCK 3 3,608 0.08 41 BLOCK 3 3,609 0.08 42 BLOCK 3 3,609 0.08 43 BLOCK 3 3,609 0.08 44 BLOCK 3 3,609 0.08 45 BLOCK 3 3,609 0.08 46 BLOCK 3 3,609 0.08 47 BLOCK 3 3,597 0.08 48 BLOCK 3* 903 0.02 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 4* 39,368 0.90 2 BLOCK 4 6,075 0.14 3 BLOCK 4 6,087 0.14 4 BLOCK 4 7,320 0.17 5 BLOCK 4 7,338 0.17 6 BLOCK 4 7,355 0.17 7 BLOCK 4 6,143 0.14 8 BLOCK 4 6,155 0.14 9 BLOCK 4 7,402 0.17 10 BLOCK 4 7,419 0.17 11 BLOCK 4 7,437 0.17 12 BLOCK 4 6,211 0.14 13 BLOCK 4 6,223 0.14 14 BLOCK 4 7,484 0.17 15 BLOCK 4 7,499 0.17 16 BLOCK 4 7,500 0.17 17 BLOCK 4** 3,300 0.08 18 BLOCK 4* 7,355 0.17 19 BLOCK 4 6,030 0.14 20 BLOCK 4 6,043 0.14 21 BLOCK 4 6,055 0.14 22 BLOCK 4 6,068 0.14 23 BLOCK 4 6,081 0.14 24 BLOCK 4 6,094 0.14 25 BLOCK 4 6,107 0.14 26 BLOCK 4 6,119 0.14 27 BLOCK 4 6,132 0.14 28 BLOCK 4 6,133 0.14 29 BLOCK 4* 2,237 0.05 30 BLOCK 4 6,023 0.14 31 BLOCK 4 6,036 0.14 32 BLOCK 4 6,036 0.14 33 BLOCK 4 6,036 0.14 34 BLOCK 4 6,036 0.14 35 BLOCK 4 6,036 0.14 36 BLOCK 4 6,036 0.14 37 BLOCK 4 6,036 0.14 38 BLOCK 4 6,036 0.14 39 BLOCK 4 6,036 0.14 40 BLOCK 4** 3,424 0.08 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 5* 994 0.02 2 BLOCK 5 4,387 0.10 3 BLOCK 5 4,400 0.10 4 BLOCK 5 4,400 0.10 5 BLOCK 5 4,400 0.10 6 BLOCK 5 4,400 0.10 7 BLOCK 5* 7,186 0.16 8 BLOCK 5 4,400 0.10 9 BLOCK 5 4,400 0.10 10 BLOCK 5 4,400 0.10 11 BLOCK 5 4,400 0.10 12 BLOCK 5 4,400 0.10 13 BLOCK 5 4,400 0.10 14 BLOCK 5 4,400 0.10 15 BLOCK 5 4,400 0.10 16 BLOCK 5 4,400 0.10 17 BLOCK 5* 6,050 0.14 18 BLOCK 5 4,400 0.10 19 BLOCK 5 4,400 0.10 20 BLOCK 5 4,400 0.10 21 BLOCK 5 4,388 0.10 22 BLOCKS* 1,000 0.02 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 23 BLOCKS* 1,000 0.02 24 BLOCK 5 4,387 0.10 25 BLOCK 5 4,400 0.10 26 BLOCK 5 4,400 0.10 27 BLOCK 5 4,400 0.10 28 BLOCK 5* 6,050 0.14 29 BLOCK 5 4,400 0.10 30 BLOCK 5 4,400 0.10 31 BLOCK 5 4,400 0.10 32 BLOCK 5 4,400 0.10 33 BLOCK 5 4,400 0.10 34 BLOCK 5 4,400 0.10 35 BLOCK 5 4,400 0.10 36 BLOCK 5 4,400 0.10 37 BLOCK 5 4,400 0.10 38 BLOCK 5* 7,186 0.16 39 BLOCK 5 4,400 0.10 40 BLOCK 5 4,400 0.10 41 BLOCK 5 4,400 0.10 42 BLOCK 5 4,400 0.10 43 BLOCK 5 4,387 0.10 44 BLOCK 5* 1,006 0.02 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 6* 25,171 0.58 3 BLOCK 6 5,714 0.13 4 BLOCK 6 6,212 0.14 5 BLOCK 6 13,763 0.32 6 BLOCK 6 9,059 0.21 7 BLOCK 6 6,557 0.15 8 BLOCK 6 6,600 0.15 9 BLOCK 6 6,600 0.15 10 BLOCK 6 5,500 0.13 11 BLOCK 6 5,500 0.13 12 BLOCK 6 6,600 0.15 13 BLOCK 6 6,600 0.15 14 BLOCK 6* 8,403 0.19 15 BLOCK 6** 4,893 0.11 16 BLOCK6 1,381 0.03 17 BLOCK 6 4,416 0.10 18 BLOCK 6 4,400 0.10 19 BLOCK 6 4,400 0.10 20 BLOCK 6 4,400 0.10 21 BLOCK 6 6,050 0.14 22 BLOCK 6 4,400 0.10 23 BLOCK 6 4,400 0.10 24 BLOCK 6 4,646 0.11 25 BLOCK 6 4,604 0.11 26 BLOCK 6 4,604 0.11 27 BLOCK 6 4,603 0.11 28 BLOCK 6 4,604 0.11 29 BLOCK 6 4,603 0.11 30 BLOCK 6 4,591 0.11 31 BLOCK 6* 52,150 1.20 32 BLOCK 6 4,591 0.11 33 BLOCK 6 4,603 0.11 34 BLOCK 6 4,603 0.11 35 BLOCK 6 4,603 0.11 36 BLOCK 6 4,604 0.11 37 BLOCK 6 4,603 0.11 38 BLOCK 6 4,646 0.11 39 BLOCK 6 4,400 0.10 40 BLOCK 6 4,400 0.10 41 BLOCK 6 4,400 0.10 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 42 BLOCK 6 4,400 0.10 43 BLOCK 6 4,400 0.10 44 BLOCK 6 4,409 0.10 45 BLOCK 6* 86,600 1.99 46 BLOCK 6** 4,940 0.11 47 BLOCK 6 5,500 0.13 48 BLOCK 6 5,500 0.13 49 BLOCK 6 6,600 0.15 50 BLOCK 6 6,600 0.15 51 BLOCK 6 6,600 0.15 52 BLOCK 6 5,500 0.13 53 BLOCK 6 5,500 0.13 54 BLOCK 6 6,600 0.15 55 BLOCK 6 6,600 0.15 56 BLOCK 6 6,600 0.15 57 BLOCK 6 5,500 0.13 58 BLOCK 6 5,499 0.13 59 BLOCK6 8,107 0.19 60 BLOCK6 13,128 0.30 61 BLOCK 6 7,048 0.16 62 BLOCK 6 6,075 0.14 63 BLOCK 6 7,290 0.17 64 BLOCK 6 7,290 0.17 65 BLOCK 6 7,290 0.17 66 BLOCK 6 6,075 0.14 67 BLOCK 6 6,075 0.14 68 BLOCK 6 7,290 0.17 69 BLOCK 6 7,290 0.17 70 BLOCK 6 6,075 0.14 71 BLOCK 6 6,369 0.15 72 BLOCK 6 7,523 0.17 73 BLOCK 6* 3,805 0.09 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 7 6,720 0.15 2 BLOCK 7 6,058 0.14 3 BLOCK 7 6,857 0.16 4 BLOCK 7 6,823 0.16 5 BLOCK 7 6,799 0.16 6 BLOCK 7 7,283 0.17 7 BLOCK 7 8,050 0.18 8 BLOCK 7 6,765 0.16 9 BLOCK 7 5,750 0.13 10 BLOCK 7 5,750 0.13 11 BLOCK 7 5,750 0.13 12 BLOCK 7 5,750 0.13 13 BLOCK 7 5,750 0.13 14 BLOCK 7 5,750 0.13 15 BLOCK 7 5,750 0.13 16 BLOCK 7 5,750 0.13 17 BLOCK 7 5,750 0.13 18 BLOCK 7 5,750 0.13 19 BLOCK 7 6,954 0.16 20 BLOCK 7* 212,429 4.88 21 BLOCK 7 7,768 0.18 22 BLOCK 7 9,742 0.22 23 BLOCK 7 9,821 0.23 24 BLOCK 7 6,544 0.15 25 BLOCK 7 6,690 0.15 26 BLOCK 7 6,690 0.15 27 BLOCK 7 5,575 0.13 28 BLOCK 7 5,563 0.13 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 8* 2,000 0.05 2 BLOCK 8 4,387 0.10 3 BLOCK 8 4,400 0.10 4 BLOCK 8 4,400 0.10 5 BLOCK 8 4,400 0.10 6 BLOCK 8 4,400 0.10 7 BLOCK 8 4,400 0.10 8 BLOCK 8* 2,965 0.07 9 BLOCK 8 4,400 0.10 10 BLOCK 8 4,400 0.10 11 BLOCK 8 4,400 0.10 12 BLOCK 8 4,400 0.10 13 BLOCK 8 4,400 0.10 14 BLOCK 8 4,401 0.10 15 BLOCK 8* 8,342 0.19 16 BLOCK 8 4,388 0.10 17 BLOCK 8 4,400 0.10 18 BLOCK 8 4,400 0.10 19 BLOCK 8 4,400 0.10 20 BLOCK 8 4,400 0.10 21 BLOCK 8 4,400 0.10 22 BLOCK 8* 2,965 0.07 23 BLOCK 8 4,400 0.10 24 BLOCK 8 4,400 0.10 25 BLOCK 8 4,400 0.10 26 BLOCK 8 4,400 0.10 27 BLOCK 8 4,400 0.10 28 BLOCK 8 4,388 0.10 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 9* 4,574 0.10 2 BLOCK 9 4,604 0.11 3 BLOCK 9 4,603 0.11 4 BLOCK 9 4,604 0.11 5 BLOCK 9 4,604 0.11 6 BLOCK 9 4,603 0.11 7 BLOCK 9 4,603 0.11 8 BLOCK 9 4,646 0.11 9 BLOCK 9 4,400 0.10 10 BLOCK 9 4,603 0.11 11 BLOCK 9 4,603 0.11 12 BLOCK 9 4,603 0.11 13 BLOCK 9 4,604 0.11 14 BLOCK 9 4,388 0.10 15 BLOCK 9* 2,075 0.05 16 BLOCK 9 4,687 0.11 17 BLOCK 9 4,917 0.11 18 BLOCK 9 4,917 0.11 19 BLOCK 9 4,917 0.11 20 BLOCK 9 4,917 0.11 21 BLOCK 9 4,699 0.11 22 BLOCK 9 4,962 0.11 23 BLOCK 9 4,917 0.11 24 BLOCK 9 4,917 0.11 25 BLOCK 9 4,917 0.11 26 BLOCK 9 4,917 0.11 27 BLOCK 9 4,917 0.11 28 BLOCK 9 4,898 0.11 29 BLOCK 9* 5,497 0.13 a a Q w H 0 r m z O (n w O Z O U m Q ro 0 N o c� o a� N �a z o f z `" m N - o M r o w � o � � o o � Y O - o ■ N � _ CD N o0 O � o m O Y m m w �� o 11 oz z m}00 w _ 0 m p \ w w r` z z c� Li ¢¢ v1¢w U U (n (n w � = � � U Q � as wo 3z �o oY �o J a¢ W O 0 Li i a3 Z Q 0 J Z o =lo W LLJ Q a U o Q o LJ_ Q Q W 0- � W N6 N N W o� o za mz ?o Wa F. z, �a w FOR REVIEW ONLY 0o NOT FOR CONSTRUCTION a3 w Kimley*Horn 00 ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 3� U LOT TABLE LEGEND � 093861000 o� BLOCK X* COMMON LOT DRAWING NAME BLOCK X** COMMON DRIVEWAY LOT z0 �a 1000-PP-PP 08 OF 18 �o LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 10* 1,050 0.02 2 BLOCK 10 7,512 0.17 3 BLOCK 10 7,260 0.17 4 BLOCK 10 5,500 0.13 5 BLOCK 10 5,500 0.13 6 BLOCK 10 6,602 0.15 7 BLOCK 10* 21,376 0.49 8 BLOCK 10 5,500 0.13 9 BLOCK 10 6,600 0.15 10 BLOCK 10 6,600 0.15 11 BLOCK 10 6,600 0.15 12 BLOCK 10 5,500 0.13 13 BLOCK 10 5,500 0.13 14 BLOCK 10 6,600 0.15 15 BLOCK 10 6,600 0.15 16 BLOCK 10 6,588 0.15 17 BLOCK 10* 2,000 0.05 18 BLOCK 10 6,587 0.15 19 BLOCK 10 6,600 0.15 20 BLOCK 10 6,600 0.15 21 BLOCK 10 5,500 0.13 22 BLOCK 10 5,500 0.13 23 BLOCK 10 6,600 0.15 24 BLOCK 10 6,600 0.15 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 11* 2,000 0.05 2 BLOCK 11 6,588 0.15 3 BLOCK 11 6,600 0.15 4 BLOCK 11 6,600 0.15 5 BLOCK 11 6,600 0.15 6 BLOCK 11* 8,444 0.19 7 BLOCK 11 6,600 0.15 8 BLOCK 11 6,600 0.15 9 BLOCK 11 6,600 0.15 10 BLOCK 11 6,587 0.15 11 BLOCK 11* 2,000 0.05 12 BLOCK 11 8,787 0.20 13 BLOCK 11 8,800 0.20 14 BLOCK 11 8,800 0.20 15 BLOCK 11 8,800 0.20 16 BLOCK 11 8,800 0.20 17 BLOCK 11 8,787 0.20 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 12 6,888 0.16 2 BLOCK 12 6,900 0.16 3 BLOCK 12 6,885 0.16 4 BLOCK 12 10,314 0.24 5 BLOCK 12 12,703 0.29 6 BLOCK 12* 23,018 0.53 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC� 1 BLOCK 13* 27,292 0.63 2 BLOCK 13 7,267 0.17 3 BLOCK 13 7,792 0.18 4 BLOCK 13 8,573 0.20 5 BLOCK 13 7,732 0.18 6 BLOCK 13 5,473 0.13 7 BLOCK 13 5,500 0.13 8 BLOCK 13 5,500 0.13 9 BLOCK 13 5,500 0.13 10 BLOCK 13 5,500 0.13 11 BLOCK 13 5,500 0.13 12 BLOCK 13 6,081 0.14 13 BLOCK 13 6,121 0.14 14 BLOCK 13 5,707 0.13 15 BLOCK 13 5,500 0.13 16 BLOCK 13 5,500 0.13 17 BLOCK 13 5,500 0.13 18 BLOCK 13 5,500 0.13 19 BLOCK 13 5,488 0.13 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 14* 11,863 0.27 2 BLOCK 14 8,800 0.20 3 BLOCK 14 8,800 0.20 4 BLOCK 14 8,788 0.20 5 BLOCK 14* 2,000 0.05 6 BLOCK 14 6,588 0.15 7 BLOCK 14 6,600 0.15 8 BLOCK 14 6,600 0.15 9 BLOCK 14 6,600 0.15 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 15* 52,225 1.20 2 BLOCK 15 22,863 0.52 3 BLOCK 15 20,653 0.47 4 BLOCK 15 23,470 0.54 6 BLOCK 15 28,127 0.65 7 BLOCK 15 25,087 0.58 8 BLOCK 15 9,302 0.21 9 BLOCK 15 8,800 0.20 10 BLOCK 15 8,800 0.20 11 BLOCK 15 8,007 0.18 12 BLOCK 15 8,005 0.18 13 BLOCK 15 8,005 0.18 14 BLOCK 15* 2,003 0.05 15 BLOCK 15 6,270 0.14 16 BLOCK 15 5,876 0.13 17 BLOCK 15 5,730 0.13 18 BLOCK 15 6,175 0.14 19 BLOCK 15 5,621 0.13 20 BLOCK 15 5,720 0.13 21 BLOCK 15 5,720 0.13 22 BLOCK 15 5,720 0.13 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 1 BLOCK 16* 111,824 2.57 2 BLOCK 16 2,461 0.06 3 BLOCK 16 2,142 0.05 4 BLOCK 16 2,153 0.05 5 BLOCK 16 2,165 0.05 6 BLOCK 16 2,502 0.06 7 BLOCK 16 2,495 0.06 8 BLOCK 16 2,170 0.05 9 BLOCK 16 2,170 0.05 10 BLOCK 16 2,170 0.05 11 BLOCK 16 2,502 0.06 12 BLOCK 16 2,495 0.06 13 BLOCK 16 2,170 0.05 14 BLOCK 16 2,170 0.05 15 BLOCK 16 2,170 0.05 16 BLOCK 16 2,502 0.06 17 BLOCK 16** 65,236 1.50 18 BLOCK 16* 31,547 0.72 19 BLOCK 16 2,496 0.06 20 BLOCK 16 2,170 0.05 21 BLOCK 16 2,170 0.05 22 BLOCK 16 2,496 0.06 23 BLOCK 16 2,487 0.06 24 BLOCK 16 2,150 0.05 25 BLOCK 16 2,141 0.05 26 BLOCK 16 2,461 0.06 27 BLOCK 16 2,300 0.05 28 BLOCK 16 2,000 0.05 29 BLOCK 16 2,000 0.05 30 BLOCK 16 2,300 0.05 31 BLOCK 16 2,300 0.05 32 BLOCK 16 2,000 0.05 33 BLOCK 16 2,000 0.05 34 BLOCK 16 2,300 0.05 35 BLOCK 16 2,300 0.05 36 BLOCK 16 2,000 0.05 37 BLOCK 16 2,000 0.05 38 BLOCK 16 2,300 0.05 39 BLOCK 16 2,300 0.05 40 BLOCK 16 2,000 0.05 LOT AREA TABLE LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) 41 BLOCK 16 2,000 0.05 42 BLOCK 16 2,300 0.05 43 BLOCK 16 2,300 0.05 44 BLOCK 16 2,000 0.05 45 BLOCK 16 2,000 0.05 46 BLOCK 16 2,300 0.05 47 BLOCK 16 2,300 0.05 48 BLOCK 16 2,000 0.05 49 BLOCK 16 2,000 0.05 50 BLOCK 16 2,300 0.05 51 BLOCK 16 2,300 0.05 52 BLOCK 16 2,000 0.05 53 BLOCK 16 2,000 0.05 54 BLOCK 16 2,300 0.05 55 BLOCK 16 2,300 0.05 56 BLOCK 16 2,000 0.05 57 BLOCK 16 2,000 0.05 58 BLOCK 16 2,300 0.05 59 BLOCK 16 2,300 0.05 60 BLOCK 16 2,000 0.05 61 BLOCK 16 2,000 0.05 62 BLOCK 16 2,300 0.05 63 BLOCK 16* 28,482 0.65 64 BLOCK 16 2,300 0.05 65 BLOCK 16 2,000 0.05 66 BLOCK 16 2,000 0.05 67 BLOCK 16 2,300 0.05 68 BLOCK 16 2,300 0.05 69 BLOCK 16 2,000 0.05 70 BLOCK 16 2,000 0.05 71 BLOCK 16 2,300 0.05 72 BLOCK 16 2,300 0.05 73 BLOCK 16 2,000 0.05 74 BLOCK 16 2,000 0.05 75 BLOCK 16 2,300 0.05 76 BLOCK 16 2,300 0.05 77 BLOCK 16 2,000 0.05 78 BLOCK 16 2,000 0.05 79 BLOCK 16 2,300 0.05 w a E Y O O ZO O CL to Q N PROP. JACKSON RIDGE SUBDIVISION (NOT A PART) FOUND BRASS CAP AT . ZNW CORNER OF SE j OF SEC 26, T3N, R1W. . . .. . .. . .. . ..— — N89'10'53"W 1326.34' ——————..—.._..—.———�.———. EX. DITCH-/ N89`11'47"W 1301.41' EX. BUILDING TO-/ BE REMOVED EX. DITCH-/ FOUND BRASS CAP AT NE CORNER OF SE 4 OF SEC 26, T3N, R1W. S89'11'47"E 25.00' EX. EDGE OF PAVEMENT 9> EX. EDGE OF EX. CONCRETE F�91 EX. BUILDING TO PAVEMENT I BE REMOVED EX. FENCE TO BE REMOVED�� 25 EX. R/W I f EX. CONCRETE TO BE REMOVED f25' 1 I EX. BUILDING TO t10' EOP BE REMOVED WATER EX. SILO TOE, BE REMOVED EX. OVERHEAD POWER TO BE EX. BUILDING TO REMOVED BE REMOVED EX. CONCRETE TO BE REMOVED EX. OVERHEAD POWER C+,9 2J, l \-EX. BUILDING TO 1 EX. BUILDING TO BE REMOVED BE REMOVED EX. DITCH-/ I EX. FENCE, I� I ZoI NI N W EX. DITCH-/ W M of ? Z1 J EX. OVERHEAD ---,I POWER I O O co 25' Z 00 EX. R/W L D f25' Q M I EOP 1 t 10' 1 00 EX. DITCH-/ WATER \ s EX. EDGE OF I p �\ PAVEMENT 299 EX. DITCH MATCHLINE SEE SHEET 10 m KEY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 50 100 200 X m X W [ifY OZ V o:: N Z m } m 00 v p m p \ Z W I, Z Q Q (n Q W H N N � � U p Z H Q J a_ CL U) a' Z O Z F- J Z w p w U 0- �CD Z W (n U) N w X ~ Ld 2 Q Z 0 w FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EC 09 OF 18 w a E Y MATCHLINE SEE SHEET 10 s Rye 08 �I RO\ IN F APN: "9 I N N R7533680200 �9s , I WI � - 25' I o EX. R/W 0 z f25' z EX. DITCH \ ±10' I EOP WATER I , I S� EX. DITCH R6� 6 RAF S39 i APN: ,9 ` EX. FIRE R7533680300 \ HYDRANT EX. CULVERT � I EX. EDGE OF PAVEMENT 5 3p e s N I (oAPN: _ S1226428970 29g3j� MI ZI soo,, f\ 0 .86, \ \ I� I \ \ I EX. DITCH) I Q APN: J S1226429900 \ EX. OVERHEAD I SS8s8 \ POWERS i �'F I `319 25' 9). EX. R/W ±25' i I 0' EOP f 1 � WATER SR6'. EX. FIRE FOUND BRASS CAP AT 00• HYDRANT SW CORNER OF SE OF ,2\ SEC 26, T3N, R1W. 2R S89'14'52"E 11_ ———— — — ROS 178.71'� 1 — — — — — — S89`14'52"E 2653.73' . — — — — — — — — — — — — — . _ .... — AMITY RD - FOUND BRASS CAP AT SE CORNER OF SE j OF SEC 26, T3N, R1 W. KEY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 50 100 200 X m X W Y OZ � N Z m } m 00 0 m W W I, z z Q Q (n Q w H N N 0 0 U 0 H Q J Z J w w 0- Q W (n (/) w H Z Q a_ CD Z (✓ X W FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD RE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EC EXTEND FORCE MAIN TO 10-MILE & VICTORY. ALIGNMENT DETERMINED WITH FINAL DESIGN. PROPOSED FORCE MAIN CONCEPTUAL SEWER CONNECTION PROPOSED 12" SEWER MAIN 20' I I I PROP. I � JACKSON RIDGE ESTATES "TAO SEWER OUTFACE — — — — — — _ — — — — — — — — — 1 2S — -- 1 20' SWR� w I FOUND BRASS CAP AT � R7125500020 NW CORNER OF SE ESMT I I ZONE: RUT I �_ OF SEC 26, T3N, R1 W. o N w I 04 I I / cn \ PRO WTR I I PROPOSED \ / SEWER SERVICE \ I 6 I � PROPOSED HYDRANT I �a I 7 OO I Q PROPOSED 12" PROPOSED 8" SEWER MAIN I I WATER MAIN I 8 I � BLOCK 1 I I PROPOSED OPEN I SPACE PATHWAY _ 1 D 15 8 W 12" SEWER TRUNKLINE 12"S ' II II O II N 1I II 11 I ao — — \/ \� I1 III 1I \ \ z, =o P R O P , JACKSON ACKSON RIDGE IDGE ESTATES SUBDIVISION (NOTA PART) W IIII sB —I � — — S0UoA- I, W_HA�RIII IR--IS —S—TT 26 II I I I1 I S8I9`P11---'2B6L---"—OEC- — K2 6I412.7, 2a6= —W -------- -- _ — U� PHASE LINE -------------------------------- — O 47' R/W. a C Io0 5 \5' 33' 5' 9 10 11 12 13 14 15 S/WB/C S/W 16 15POSED SERVICE 7 ROPOSED FIRE HYDRANT T 3 -8"'W 1 W 8 17 W. BUR VG OAK ST PROPOSED FIRE 6 HDRANT FIRE —FT FT 19 s 11 2 3 4 5 6 7 8 9 10 11 12 - 2 E 00 co � 1 15 1zo 4 1 IQ W °0= = I RASE 2 W. DUTCH BARN LN PRIVATE) CV aL 0- S 4 8" ' --PHASE 1 21 UJI 3 uJn 5' 5' W 0p 22 L S/W E;,- S/W' 16 17 18 19 20 21 22 23 24 25 00 co PROPOSED FIRE 2 - O PHASE LINE HYDRANT PROPOSED azL L—LI J PROPOSED 8 PROPOSED 8" 1 TER PROPOSED FIRE 26 SEWER MAIN vTWIN VIEW ST W. TWIN VIE��:�PROPOSPED OPEN Q o HYDRANT SPjACEco ROPOSED FIRE NTYHDRA 1 I vi � 25 18 BLOCK 1 15 i N m 1 1 27 I 28 1 29 I 30 31 I 32 1 33 I 34 I 35 1 36 1 37 I N i1 I PROPOSED 8" PROPOSED 8" E I I I SEWER MAIN WATER MAIN 15 D _ _ I 2 1 L _ _ _ _ _ 15 I I I I 26 ,.S 3� W W. S/CAGE TOWER LN (PRIVATE) 1 — PHASE LINE — I 17 I II I 3 I 27 12" SEWER TRUNKLINE S I 11 1 \ \ 39 I I I I I I I I 181 m SEE PROFILE B SHEET 16 1 \ — — — 1 40 I 41 I 42 I 43 I 44 I 45 1 46 I 47 1 I N 1 \ R/W 4 \ \ S � PROPOSED FIRE 28 � \ \ SCR\p �� \ — HYDRANT I PROPOSED FIRE pPRHYDRANT. I \ -�6 C \ �� PROPOSED FIRE 16 C HYDRANT \ 8 W 8 W 8 5 / 8 —W. BROKEN GABLE ST 8„S 8„RE SI \ \\\ 6 / PROONED PEWER MA I � / ,�C \\ �2 / 7 8 1 9 I 10 I 11 1 12 I 13 I 14 1 15 I 16 I 17 15 BLOCK 7 1 I i HLINE SEE SHE KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 O U Ln � N C cn �D Q N �o z C z z m N oz o oo .) r w oo � o o Y O lo N CD o m_ ON � o o w (D Y m V)y� o oz z m}0° w v> omo w w Z Z y ¢¢ v1¢w N N 0 0 U cz) Z Q H a_ a Z } D:f O Ld Ld Z Z 0 -j Z Z LLJ Ld Q 0- 0 Q W LLJ z (N Lu ~ Ld Qf a_ FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 11 OF 18 PROP. JACKSON RIDGE ESTATES SUBDIVISION W. HARRIS ST, (NOT A PART) 8 �✓ u rr 8.w 8 8 8 S"W 8 CONNECT TO EXISTING 12" WATERLINE H- W LLI 2 U) - W W U) W _z 2 J Q 6n 0_ col ------------ -:1> 00 - 14 I 13 I 12 18 BLOCK4 39 5' - S/1 38 4. R/ -------------------- _ ----- _ FOUND BRASS CAP AT NE 03 PHASE LINE �� I I - _ CORNER OF SE OF SEC I c� I 26, T3N, R1 W. - -- 5' 1 3 IRR ESMT I it 'J � \ I 10 9 8 7 I I I 1 1 1 1 1 1 I I Z 11 6 5 4 1 I O I I I 4 I I I I I I I 48" CALKINS LATERAL 2 / TO BE TILED I p PROPOSED FIREI I BLOCK4 Z BLOCK6 PROPOSED FIRE 15 HYDRANT -0 d HYDRANT I u vj /O - \ 8 8 W 8 W 8 W 8 W g I 8"S — g S g W. BURNING O AK ST — S 8"S 8" S— I - - -i -r - - - -_ -7 T 1 S/W' I 3 4 5 I 6 I\I\ I I I I I I\ I I I I I I 37 Q 3 I I I I I I I -- 1441 I I I I I 43 42 I 41 40 39 36 W PROPOSED FIRE PROP( V HYDRANT n � n v r-T -I- - 1 I OL 35 W g — 8"S M U m 34 PROPOSED 8" "' � F PROPOSED 8" I WATER MAIN SEWER MAIN - - �— - - 33 a) N 3 1 27 00 _ _ PROPOSED SEWER SERVICE TYP. — 32 I 4 26 F PHASE 4 - - 1 - - I p f� f �--.�II+••Fa PHASE �11� 5 25 15 F 31 6 - - °� PROPOSED WATER - - N SERVICE TYP. 30 � 7 23 F 8 W 8 BLOCK 8 22 8"s -- -- 9 21 '6'- F s PHASE LINE y Q 10 j 20 18 19 I z I I I = I - - - - 11 19 BLOCK 7 1 J aU 12 18 � � I 13 PROPOSED 8"- 00 1+ WATER MAIN PROPOSED FIRE 11 HYDRANT 16 c') co co 8 8S \ 1 \ \ 2 rj 2 �U q 2685 � / 5 CO� 3 / BLOCK 10 7 8 9 10 11 12 13 14 15 16 I 17 i 18 I 19 1 20 1 21 1 1 I I I I I I I I I I I I 1221 PROPOSED OPEN SPACE PATHWAY I I I I I I I I I I I I \� 15 ' PHASE 2 PHASE 4 ASE LINE 001 PH I I I I I I I I I 55' I I I I I o 38 37 36 35 34 33 32 31 30 29 IRR ESMT 27 26 25 I 24 123 % FIREI p BLOCKS 2�°S PROPOSED FIRE I PROPOSED 8" RANT 1 S HYDRANT � I SEWER MAIN I v? am y o TWIN VIEW STD 8„S I' J "°° 1► 1 I' �;uIF 1 30 I 29 I 28 I 27 I 26 I 25 I 24 1 23 I 22 I '1 1 20 I 19 I 18 I 17 12 i PROPOSED WATER I - III SERVICE TYP.1 - 1 _ PROPOSED SITE I PHASE 3 y AMENITY �� I I I PROPOSED OPEN � 1 �- - - - - - - - - 15 SPACE PATHWAY IR 7 PROPOSED FIRE HYDRANT �T 9 PROPOSED 8" WATER MAIN 10 1 11 1 14 PROPOSED CONNECTION TO EXISTING CALKINS LATERAL 0 I � 1 W9 13 clZ I y PHASE 4 PHASE LINE 26'9 j �i i - - � - - O / BLOCK6-------- - -- ---------------- �/ 48" CALKINS LATERAL TO BE TILED 47 rl-TTT-F] I 32 33 1 34 35 36 37 38 41 I I I I I PROPOSED FIRE I I I I 48 1 PROPOSED FIRE I I I I I HYDRANT I 42 I 43 I 44 1 0 4 HYDRANT I F p 15 15 I 49 8 34 , 8 - 8"S -W. CORN CRIB ST — "S S - - - s 50 I n I I I N PROPOSED SEWER 47' I I I I MANHOLE TYP. RAW -- PROPOSED 8" I I SEWER MAIN 3 4 5 6 7 8 9 I I I 10 11 1 1 5' 12 13 33' I 5' S/WI I B�C- I SSW 51 I I I g I I- - J - —� - L PROPOSED FIRE HYDRANT PROPOSED FIRE 27 HYDRANT I p I, 15 0 co 26 25 24 23 22 21 20 19 18 17 16 I C6 53 1 I I I I1 I I00 I I I I BLOCK 9 PROPOSED FIRE -- HYDRANT I I `o 54 - 8 W - - I W. SHAKER ROUND ST— 8 8 W M �- ��S _ t a M m 'S — — — — — — — — — 7,, --- 8 T 9 PROPOSED OPEN co SPACE PATHWAY CLL' Q Q d I n 10 11 12 13 14 15 16 00 I I I I I I I I I ss I I I I I BLOCK 10 I I I I I MATCHLINE SEE SHEET 14 EXISTING 12" i---�- WATERLINE EXISTING 12" WATERLINE KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 O U z u m Q 0 C cn cn ro N C N �a z N ^ o z z V) m 0 N ID M }�o w � Y o o O L � o N � C N _ o O o m O W z Y m V) O K z m}00 wc M LL' z z ww¢¢ Lij v1¢ NN�� U z Q H a_ J 0 a Z } D:f O Ld Q W Q Z Z 0 0 LJ w Z � Q 0- t� Q W W z W ~ W Qf a_ FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 12 OF 18 — — — — ------------------ - R8131780600 I � � / /\ ZONE: RUT o w \ \ 14 / PSPACE PATHWAY ROPOSED OPEN77' 26 / \ \ GRAVITY IRRIGATION \ DITCH TO BE TILED 27 \ I \ O, \ 29 \ 15 3 R7533680200 c�,Q� \ 31 ZONE: RUT \ S, \F� 25 \ F 24 \ / 23 MATCHLINE SEE SHEET 11 R -PROPOSED FIRE HYDRANT \ 21 Yoov 0 cr•� / 2 S \ / 9 / \ / 3 i 17 / 4 / / 5 16 D \ 15 PROPOSED FIRE 20 / PROPOSED FIRE g \ HYDRANT \ D 19 /PHASE LINE \ 1 / / 2 8S HYDRANT /�/ / 15 / 7 8 �. \LL \ 14 / 9 � BLOCK 11 \ \ S� \ \ \ 13 / PROPOSED FIRE 50\C \ HYDRANT 1 / \ \ 34 BLOCK 1 zoo \�6 • �, \ / X_?199 ` R7533680300 \ ` ZONE: RUT \ � \ �\ PROPOSED \ IRRIGATION \ POND AND ` PUMP HOUSE 101 `\ s III<« IIIIII�I \ S \ / / \ 4 \BLOCK 12 12" SEWER TRUNKLINE SEE PROFILE C SHEET 17 \ O v �A' / s ZQ c' \ a° Qz 0,0 QZ� \ CC \ \ 36 \ 8" SEWER STUB TO SOUTH SEE PROFILE E SHEET 18 35 / -PROPOSED G\Q` HEADGATE FOR ONSITE PRESSURE 8' IRRIGATION / iiu fR i �\ PROPOSED FIRE SSW HYDRANT 10 S1226428970 ZONE: RUT u �Q KEY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 30 60 120 O U z u m Q 0 c� ro N o N �a z N oo m o oo r w oo � Y o o O lo ■� N � CD N _ o O — o m O LJ S m O OZ V o::O z m�_:DO w vv omo \ Ld Ld z z w ¢¢ v1¢w N N � � U cz) Z Q H a_ a Z } D:f O Ld Ld Z Z 0 _j Z Z LLJ Ld Q � � 0 Q Ld W z U) W ~ Ld a_ FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 13 OF 18 2 4 3 �v PROPOSED 8"-,,, SEWER MAIN 21 22 23 1 1 BLOCK 13 PROPOSED FIRE / 12" SEWER TRUNKLINE - 12 S 12 S HYDRANT / 8 /SEE PROFILE C SHEET 17 --- / -- ---------------- /'� / 10 / 15 � I Q / 12 8" 13 I 14 I 15 I 16 I 17 I 18 I 19 1 \ PROPOSED FIRE I I I I I C) HYDRANT PROPOSED FIRE Q PROPOSED 8" / 8 0l T ` HYDRANT / WATER MAIN 9 / T T 11 T T / Ji 8 / / 7 / / BLOCK 14 / g 2 / Q \ 5 Z PROPOSED FIRES / O \ HYDRANT / l / I 4 / / QD / - --,W. WIND VANE DR.- 8'S7 m�Tr—m'� 31 30 PROPOSED FIRE / 32— HYDRANT 8 / 24 / 25 26 / / 27 / 28 PROPOSED FIRE \ \ \ HYDRANT 1 28 / PROPOSED OPEN SPACE PATHWAY MATCHLINE SEE SHEET 12 I 0 57 PHASE LINE/)I I I I I I I I I I N N — 27 I 26 25 24 23 22 21 20 19 18 Lo I I 58 PROPOSED SEWER SERVICE TYP. PROPOSED FIRE D PROPOSE4D FIRE I r o HYDRANT 15 u) HYDRANT - - 59 N 8 1n/ - —W. FALLOW RUN DR � 8 L PROPOETYP. EDWATER i I nIN PROPOSED SEWER-/ f I MANHOLE TYP. 72 I I I I I 71 70 69 68 67 66 65 64 63 62 61 \ \ \ \ \ PN 8 W y PROPOSIED FIRE HYDRANT B L J- - - - - PROPOSED FIRE I- - - 15 _J _L -1 HYDRANT - - - -------------- --------PHASE 3----------------- / 6 / SW 8W 8NPHASE 1 gW 8 60 BLOCK 6 40' MD I 15 I EXISTING 12" WATERLINE I ESTM ARV / 7 10"- ,� S. MONITOR BARN AVE. PHASE 1 iu PHASE LINE P SE 7 BLOCK 16 ` I [41 6] F7T[91 11 [T13 15 I I I I I I I I I I I I 10" SEWER TRUNKLINE I I I I I I I I I I SEE PROFILE D SHEET 17 PROPOHYDRANT E 10 112 I 114 I 116 15 VANE LN (PRIVATE) W I I - .` PROPOSED SEWER -� MANHOLE TYP. 26 24 22 20 / 16 I 17 I 18 I 19 I 20 I 21 I 2200 I I I I I I I I I I a J 25 23 21 19 D — — — — — co I¢ — — 18 15 /� / / I PHASE LINE TRACT BLOCK 16 H AYST � 13 � � I ai O _ _ � 12 I 11 I 10 9 I g I \ 8 S W PROPOSED FIRE I I I I ` \ 3 2690 \ HYDRANT BLOCK 15 28 30 32 34 / -- — — cwn U) I I I I I I I I I \ \ / PROPOSED SEWER W 8„ W 2� 2 E \ MANHOLE TYP. _ _ 0_' d \ 27 29 31 33 15 q g"S 8,>S � \ 26g5 ~ W, POLE BARN LN PRIVATE � \ U- g"IA n 'ui PROPOHYDRANT M ~3' - - ( ) \ - 00 72 I 71 BLOCK 15 I PROPOSED FIRE \ 6 73 HYDRANT 70 74 I I 69 — 75 — � E68 — �� 7 00 I I--- 63 -- MATCHLINE SEE BOTTOM RIGHT S1226429900 \ I — BLOCK 16 ZONE: RUT ��\ L}r-: --�--- 76 67 I PROPOSED OPEN w w 00 77 66 \ I 20 WTR �. SPACE PATHWAY c9 } � - - I I - - — ESMT �� 2 = 78 I I 65 a 79 __�/ E \ E64 1 I Rip BLOCK 16 I 1 {� I � 01 SE j CORNER OF SEC. 26 SS \ SSA, I I EXISTING 12" �8'l9 - - - - I WATERLINE 1 3�9 9> � I I I S89°13'05_FE 1177.23' 00 cn� 8"S — — — 35 36 — — 37 I 38 — — — — — 39 40 — — 41 42 — — 43 44 — — 45 I 46 — — -PROPOSED FIRE HYDRANT 48 — — 49 I 50 — — 52 — — 53 PROPOSED FIRE HYDRANT i 8 W o W, TAVERN LN (PRIVATE) 62 60 I 58 �56 I I I I I I I I I I I I I I I I I I I) 611 59 I 57 155 MATCHLINE SEE TOP LEFT ol I I I EXISTING 12" WATERLINE KEY MAP NOT TO SCALE NORTH GRAPHIC SCALE IN FEET 0 30 60 120 O U z � m Q � C cn cn ro N C N zo �aN , Q m N M r w o3 � Y o o O o o C N CD O � o m O w m Y m V) O OZ K z m}00 w vp m p \ Z Z w r ¢¢ v1¢w N N 0 0 U p z Q L _ a Z } � O Ld Ld Z Z 0 : Z Z � Ld Q � 0 Q W W z U) W ~ W Qf a_ FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 14 OF 18 60' PROP. 47' PROP. R/W 18' B/C 18' B/C 2 2 31 --4 ESMT. /W S/ 2% 2% S/W ESMT. 0'-6' 1 PROP. 6" PROP. 6" VERT. CURB PROP. VERT. CURB PROP. WATER SEWER 1 f; STANDARD COLLECTOR ROADWAY 47' PROP. 1' 16.5' B/C 16.5' B/C 1' 8' 2' 2' ESMT. 5, 8' 8' S, S/W S/W S/W 2% 2% 1. PROP. 6" 0 -6_1i PROP. 6" VERT. CURB PROP. VERT. CURB PROP. WATER SEWER B STANDARD LOCAL ROADWAY AT S.E. CORNER 7' S/W 2, ESMT. 5' 8' S/W PROP. 6"-,/ VERT. CURB 70' PROP. 28' B/C 28' B/C PROP. PROP WATER SEWER A C ENTRY COLLECTOR ROADWAY AT N.W. CORNER 6' S/W ESMT �4 G HOLSTEIN STREET 2' 6' 8' /W PROP. 6" VERT. CURB TESSERA 18' B/C 60' PROP. PROP. 3" ROLL CURB 16.5' B/C 16.5' B/C 2' 2' I I I 5' 5' I S/W S/W 2% 2% 10'-18' PROP. PROP. WATER SEWER SCALE: NTS D STANDARD LOCAL ROADWAY 30' PROP. TRACT q 8, I 15' B/C 15' B/C ESMT. 2' 7' S/W 8' 5' ESMT. S/W ,,-PROP. 6" VERT. CURB JACKSON RIDGE ESTATES 18' B/C 2' 6' 8' 6' S/W ESMT. S/W PROP. 6" VERT. CURB ME imm 0'-6' PROP. 3" ROLL CURB PROP. PROP. WATER SEWER SCALE: NTS E PRIVATE DRIVE 30' PROP. TRACT PROPERTY I 20' B/C LINE I 2 PROP. RIBBON CURB_ 297 L_ PROP. IMPROVED SURFACE ACCESS ROAD SCALE: NTS F STANDARD COMMON DRIVEWAY 48' PROP. R/W 42' 3' SHLDR 17' EOP 5' S/W -EEEE3- 2% SCALE: NTS Hi YLINDER ROAD PROP. 3" ROLL CURB PROP. 3" ROLL CURB I I I PROP. RIBBON CURB DRAINAGE SWALE 25' EX. 55' PROP. IRRIGATION ESMT. TILED CAULKINS LATERAL SCALE: NTS STANDARD CALKINS LATERAL EASEMENT SCALE: NTS SCALE: NTS SCALE: NTS 22.5' SCALE: NTS O U � Q m ro � N c cn cn ao C a N o z � � N z V' m N oo r w .` oo J o o Y oo l O N CD N _ CD O D O m w w Y m z Z O O V) Y o:: [if N O Z Z m U) } N }m w v> 0mo w w z z r Lij ¢¢ v1¢w N N � � U cz) H Q J CL � 2 Z_ J Z � Ld Q � f� Q W W (n (/) W H FOR REVIEW ONLY NOT FOR CONSTRUCTION Kimley*Horn ENGINEER T. BARD PE NO. 19946 DATE 01 21 PROJECT NO. 093861000 DRAWING NAME 1000-PP-EP 15 OF 18 w a E Y o_ o_ Q w Q 0 r oD z 0 2696 2696 > w 2692 2692 LO 2688 M L0 00 N 't O 1 rn �� o 2688 Lo cA CD CO QO QO M M 0) 760)� �ZZZ Cn Oj M4OON N F 0Z 04 O Z N00000�a N�O Mlc 00jON ON N(OM0)OO? �NZ 2684 0 ^ �0(0 t 0O04 uNN CO � (c)cli 0 O �» 2684 MrCO 001, Oj0 C4 0NH N.. cc) O M ^ »> ��» NN (nW0::ZZO.r-:N N (n ZW�OZ �N.. -0I 0010 >>> � NZ LJ E 2680 00 > 00� N Z W.�Zz n U) O_ ZZ (n Z Li E z 2676 2676 Z 2672 O 2672 JJ 1 190 LF OF 12" PVC ® 0.22% 136 LF OF 12" PVC ® 0.22% 268JLFO U m O � 279 LF OF 12" PVC ® 0.22% U 2668 210 LF OF 12" PVC ® 0.22% 239 LF OF 12" PVC ® 0.22% Q LW 2668 z 552 LF OF 12" PVC ® 0.22% 2i w w n � m Q ro 2664 2664 � N �\ o 1n o M Q N N o 2660 2660 Q z (f) Y N oz T o 2656 2656 w ° J o o o� Y o O N � � SEWER PROFILE A O m O II Y m � � N Z [if m U) } m 0 N W 2 > La M p \ W W Z Z n Q Q 2 � (n Q W H 2700 2700 00 W � S 2696 2696 ao M O �� aQ Nc M �cOM M��(0 3 z 2692 cfT � 00 ' u' co M rn co N _NM ° fl , - w M co (0 NFL: r ? 00 0 ` 2692 (� 00 NOOOJ� �Nr 0 �° Do �00N� O��NZZ= OMnNZ0 W W 00 cO ��r rN O�NNH aN0�N0 MnM�N r-N0OOW ON 'ON ONNN 2't0 ZO =NCO 0 ��»> 2NN O ��0�» oY 2688 MOIL O cO mN cjrN 0 . cD N.. ..� 00 Z Z 00 O 00 O MONH c0 0) N i. M Z 2 _ O M O) .. — �I,� Y» U) .. .. _ ZZZ nzw�___ (n .. .. —ZZ nzwo -- 2688 Q zo cO ��cOcc�N� O 2��NZ0 r Nor- !nZ W W'ZZ 0 J O MOON 0 (n Z LJ Ez E: E: N ^ ^ �» (n Z W D'ZZ CL LL o� �r, ��» (nz W KZZ a s 2684 N — z z nzw�__ 2684 } O LLIIMW �= a3 Q Q 2680 2680 Z W uJ J U) Z o 2676 J W 2676 W Q ZQ 0o w U 0 W.Z w w Lu ® 0.22% 214 LF OF 12" PVC ® 0.22% 116 LF OF 12" PVC ® 0.22% W. 2672 J 0 230 LF OF 12" PVC ® 0.22% 140 LF OF 12 PVC ® 0.22% 214 LF OF 12" PVC ~ Q W 2672 Q W z = Q 268 LF OF 12" PVC ® 0.22% Lij z wo VC ® U U 5 N L �Y 2668 2668 Lai W W �o z< 2664 2664 as =0 2660 2660 �a 00 Z, I` a� 2656 2656 FOR REVIEW ONLY 0o NOT FOR CONSTRUCTION a3 w� KimlepMorn Z. SEWER PROFILE B GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 PE NO. 19946 DATE 01 21 PROJECT NO. 3� U � 093861000 DRAWING NAME Z0 �a 1000—PP—UT 16 OF 18 73 m< �o w a E Y o_ o_ Q W Q 0 m Lo � 2700 r 2700 OO OJN �O ONi 2696 2696 rn cc) NN "Z rn � � > 2696 N 00 N 00 0i co U)N7N� (nZW O_zz 00 0 0 0) 0) ; I� N co 2692 r r M 't r, 00 .. o o N� N� 2692 z O (pN NH M MNZZ0 1,,1^NZZ (V O O V1 = N (0 co:� » cf)U) W 0_ZZ j W 2688 �r00�»> n z w o z z z 2688 2684 V) > -0 2684 2680 2680 0 z W 2676 z ~ J W 239 F OF 10" PVC ® 0. 8% 2676 = W � 238 LF OF 10 PVC 0.28% U 361 LF OF 12" PVC ® 0.22% U) 2672 Q W 2672 W c 2668 2668 L O 2664 2664 U 2660 2660 Ln Q ro 0 N c cn c'o a 2656 2656 Q N N 0 � z o Y N SEWER PROFILE C w V) 03 J o o o� E Y o O N _ CD ON D O 07 0J Y m �[if No II 1-- Z m U) � } m N W 2 > O m Q \ OLd Ld Z Z W (0 O Q Q (n Q W H 2704 r M o 00 2704 U U N N O_ W S o o 0 Q o O I,� N 0D MM M�M�H _ �sN 2700 � Nnu? ui � CO0 C r-O ZZ 2700 oaIN3 (0(0 MO V)i > �Nr-N 0) 00 N O04 (pNH 0NZO ZNWN O_O (n j 7 (O N NZo OLo O) M � O p 2696 =I�O °° o =00— o >> 2696z, (n Off» N Z LJ FE N m 0) m» (nZWO'ZZ W } U) LWi Z oY 2692 2692 Q =o J O CL 1):f as 2688 2688 } O 5 LF OF 10" 2 Q Q a3 Ld Z - 2684 2684 ?j F OF 10" PV � 1.0 % W 40 J in Z ~g5 W Q 0 2680 2680 a_ PV®1.05% C CL 0 400 LF OF 1p" Q Q W lwzl2676 2676 vio LLJ `z ,^ V / L �> N NY 2672 2672 W W wo r` z< 2668 2668 as =0 2664 2664 �a 00 �a a� N 0o SEWER PROFILE D FOR REVIEW ONLY NOT FOR CONSTRUCTION a3 w� KimlepMorn z. GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 PE NO. 19946 DATE 01 21 PROJECT N0. 3� U � 093861000 DRAWING NAME �0 �a 1000—PP—UT 17 OF 18 73 m< �o w E Y o_ o_ Q W Q 0 2704 00 2704 m 00 000� N O 0) fT 00 Lq 2700 0oN (00 S 2700 N owN iNDD <D2(0 NO r,(0 N N N..ppM ON N OOO(n(0r>�.. N CO N r n>> (0 Z LJ Z 2696 = N It`� ? O n Z w o ? ? 2696 :2>> 00 Z (n Z6i N 00M O N O <0 M N O2692 n 00 i = Ld >� � OOOcO M M U-)LO U)0) D� 00 MIr\ cDc �00 N4N OON n 00r6 cD(0N 0(004Z OM�N�CO��M cD OcD M 0 IDM2688 FNZZO0 t04 N��g>> (n-» 2688oN NN0�= : O —N- nZWKZNWZZ ui Nr>>> C,t04 I, >> 00 > M O ou) >> U 2684 U) z w ? ? 2684 0 z 2680 2680 2676 2676 7 48 LF OF V PVC ® 0.40% 37 LF OF 65 LF OF 2672 I 8" PVC ® 0.40% 82672 " PVC ® 0.40% 2668 2668 O U 2664 2664 Ln Q ro � N 2660 2660 o O a 0 N z = U z U' SEWER PROFILE E o ID 0 } 03 w J o o o� Y o O N � _ O N 00 to O O 07 Y m N II VNo Z m U) } N } m 2 > 00 0 M p \ WLd Ld W n Z Z 0 � Q Q (n Q W H U U W 0 S Q as wo 3? V) �o W } oY =o J O CL 1):f/� as I _ O ai LL a3 Q LdLLJ Q MW J U) Z o= w a � 0 Ja CL NN /Q/ Ld I1 Ld z ` o �. �> (N W W zo z< as ?o �a 00 �a a� FOR REVIEW ONLY 0o NOT FOR CONSTRUCTION a3 KimlepMorn Z. w� GRAPHIC SCALE IN FEET ENGINEER T. BARD 0 30 60 120 PE NO. 19946 DATE 01 21 3� PROJECT N0. � U 093861000 0. DRAWING NAME Z0 1000-PP-UT �a 73 18 OF 18 �o