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PZ - Preliminary Plat Revised Signed2016-12-19-rUNPLATTED UNPLATTED N79" 11'07" E L3 � - ----- - - PRELIMINARY PLAT FOR 128.36 - ------ - - : _ _ _- TREE FARMSUBDIVISION yob" -A- SITUATED IN THE ''EST HALF OF THE SOUTHWEST QUARTER OF SECTION 22, N&I------ Block TOWNSHIP 4 NORTH, RANGE I WEST, BOISE MERIDIAN 33 (14MERIDIAN ADA COUNTY IDAHO QTY L� 35 34 to J 7 7 37 36 PO K 2016 9 40 �� 38 � � 41 BOUNDARY LEGEND 42 43 44 32 CW 1/16 - Subdivision Boundary Line 46 45 ` - FOUND 5/'8" _ - - - Section Line _ 10 9 , [8022] - Match Line - 12 11 31 - - -- Center Line 47 51 48 49 52 30 53 �� - ' 28 OO 68 66 f3? Block 6 25 26 T_ 69 67 65 23 24 4!7 54 22 27 070 64 � 20 21 10 11 Ld 71 55 PP -03 9 ,r N 63 13 12 '-v19 14 It A - Right-of-way Line - Existing Parcel Line Existing Pioneer Irrigation Easement Line - - - Existing Settlers Irrigation Easement Line Existing Meridian Sewer Easement Line 0 100 200 - F -- -- -- - - Proposed Settlers Irrigation Easement Line - Section Corner I - Quarter -Section Corner SCALE IN FEET a -- Found 5/8" Rebar - Property Corner OAK LEAF SUBDIVISION '� [8022] - PLS Number Found on Monument ¢ 72 I 16 15 f 0 62 56 17 8 K) 18 O 73 rn 61Block 6 74 57 �.�'� 7 60 9 59 Block 6 8 76 50 r a a 12 Q) 58 a a 7 5 77 - Block 4 a a 13 r 6 Ai + 4 e` W µyGµµ4 14 �a p� 14 135 5 M 15 Block 5 3 Et 17 11 !a a 15 p 1 i2 a a 4 1 16 2 • 16 i a Ig 16 p 11 V) + 15 1 1 O 17 3 W. SNOW CH RRY ST 17 1 14 18 Q 2 27 x 13 l 9 1$ � i. } 1� r26 12 � 1 8 `� - _ ` 10 i Block 3 20 %� - NSp�R 25 7 �1 11 f 5 21 r - r 22 c v 10 61 Block 1 18 22 24 g { 4 1 r 19 20 21 IjId 3 1 �f � 123 z Block 2 2 � J 1 7 ��� 1 16 15 14 Block 1 11 10 f 6 III j 5 _ 4� r 13 12 Point of Begining _ 4 3 �' `� SIA i r 2 Q- L1 �a �� �jr 2 3 Ej L �2 r 1 45 6 7 8 ' Block 8 �` F, 4- 263, ' C j = 0pp -- 00 �l 1 QI p UNPLATTED Q z PUMA SUBDIVISION p p 0p M - - - - - - -Basis of Bearing_ S89'25'28"E _1307.43' 21 22 N89' 17' 18"W -2647.24 28 27 W. CHINDEN BLVD. (HWY 20\26) Line Table Line # Direction Length L1 S78'03'1 4"E 20.40' L2 N75'49'29"E 79.69' L3 N79'30'38"E 40.23' L4 N76'33'21 "E 13.91' L5 S55'40'41'W 10.27' L6 N78-03'1 4"W 1 84,00' R 2.0' 5.0' 8.0' V Mir. 12, T1.4�7� * ■ fl PROJECf:20LOCATION PUMA SUBDIVISION r I Ila W.' CHINDEN BLVD (HWY 20/26) C3 ITN F- BAIN 1D VICINITY MAP SCALE: 1 "=1000' Curve Table Curve # Length Radius Delta Chord Bearing Chord Length - C1 672.31' 1468.00' 26'14'24" N01'10'26"W 656.45' C2 421.36' 841.73' 28'40'54" 58736'19'W 416.97' C3 192.09' 850.00' 12'56'53" N71'34'47W 1 X31.68' C4 151.39' 700.00' 12'23'30" N7I*18'06"W 151.10' C5 61,64' 1552.00' 2'16'31" S10'48'30"W 61.63' 60.0' 301.0' (� 30.0' 2.0' 22.0' 6.0' 6.0' 22.0' 2.0' 5.0'�-� ri� SW 8A' 8A' 6" VERTICAL CURB 6" VERTICAL CURB ASPHALT 5' CONCRETE AND GUTTER TYP. SIDEWALK TYP. REICAI. , EMMNCE STREET SECTION 60.0' PUBLIC RIGHT-OF-WAY NTS 37.0' R I'L 60.0' 18.5' 18.5' 30-0' 30.0' 16.5' 16.5' 2.0' 12.0' 18.0' 18.0' bw du 8.0' 5.0, 5.0' 6.0' 2% 296 12.0' 6.0' 5.0' R ASPHALT ASPHALT 5' CONCRETE 5' CONCRETE SIDEWALK TYP, ROLLED CURB SIDEWALK TYP. VERTICAL CURB TYPICAL STREET SECTION TYPICAL STREET SECTION 37.0' PUBLIC RIGHT -QE- AND GUTTER TYP' 60.0' PUBLIC 9I!QHI-Q -VYAY AND GUTTER TYP. NOTES: NTS NTS 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAW '88 DATUM. 2, ALL STREETS PROPOSED IN THIS DEVELOPMENT ARE PUBLIC STREETS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT (ACRD) STANDARDS FOR PUBLIC STREETS WITH A MINIMUM GRADIENT OF 0.40%. 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOTS 1, 11, 16 & 27 OF BLOCK 1, LOTS 1 & 5 OF BLOCK 2, LOT 1 OF BLOCK 3, LUT 1 OF BLOCK 4, LOT 10 OF BLOCK 5, LOTS 1, 11, 19, & 50 OF BLOCK 6, LOT 1 OF BLOCK 7, AND LOT 1 OF BLOCK 8 WHICH ARE COMMON AREA`jDRAINAGE STORAGE LOTS. LOTS 21 OF BLOCK 1 AND LOTS 10 & 66 OF BLOCK 6 ARE COMMON DRIVEWAY LOTS. 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. 6. THIS SUBDIVISION WILL RECEIVE IRRIGATION WATER FROM THE SETTLERS IRRIGATION DISTRICT AND SHALL THE PRESSURIZED IRRIGATION SYSTEM WILL BE MAINTAINED AND OPERATED BY TREE FARM SUBDIVISION HOME OWNERS ASSOCIATION. 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR D(PANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIMES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 8. DOMESTIC AND TIRE PROTECTION WATER SHALL BE PROVIDED BY THE SUEZ WATER. 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY PUBLIC RIGHT-OF-WAY. 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF DEVELOPMENT. 13. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE --SUBDIVISION. 14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31--3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. 15. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACRD. LANDSCAPING OVER SAID LOTS SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM DRAINAGE FACILITIES AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR TREE FARM SUBDIVISION. 16. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP NO. 16001CO140 H, COMMUNITY PANEL NO. 0140 H, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. LAND USE SUMMARY GINNER DEVELOPER � 0 z DREW EGGERS _ O TOTAL LOTS: 179 LOTS � U, �,�++� ti..J 1087 W. RIVER STREET JUB PROJ. #: 10-16-077 RESIDENTIAL LOTS: 161 LOTS G,`'s,l S TFC, 'SG £� p w�-w r p t 0 - z LL Z0 ZD. DESIGN BY: -- °a�w w=� O V C) C) W O RESIDENTIAL DENSITY: � p1mE Er ❑ ONE INCH < d ❑ z m CIVIL ENGINEER Q LLI�- W 6.17 AC. (10.0%) C'p l£ or ` CC ❑ Q ❑ CN7z 0w AVERAGE LOT SIZE: Z M, McevP LU J -U -B ENGINEERS SMALLEST LOT: _z 0(0 w 10 K �w❑�- 250 S BEEGHWOOD AVE SHEET NUMBER: < 2 z<LOL z a W u � m C7WaW7 Lau: z iY=Wzaz)z p w ❑ ❑ w � a Qo a g¢0a� ¢ � W Q U a� ❑SLLI EL V'W00 gra O z TOTAL AREA: 0 z DREW EGGERS _ O TOTAL LOTS: 179 LOTS LANp �,�++� ti..J 1087 W. RIVER STREET JUB PROJ. #: 10-16-077 RESIDENTIAL LOTS: 161 LOTS G,`'s,l S TFC, 'SG £� C!] SUITE 310 BOISE, ID 83702 0 - z LL Z0 ZD. DESIGN BY: -- M ::D O V C) C) W O RESIDENTIAL DENSITY: < Ir Er ❑ ONE INCH < d ❑ z L CIVIL ENGINEER Q LLI�- W 6.17 AC. (10.0%) C'p l£ or ` CC ❑ Q ❑ 1 LAST UPDATE[?: 121141201fi AVERAGE LOT SIZE: Z M, McevP LU J -U -B ENGINEERS SMALLEST LOT: ❑ TOTAL AREA: 61.72 AC. DREW EGGERS M3 COMPANIES FILE 10 -16 -077 -PRE -PLAT TOTAL LOTS: 179 LOTS LANp 2256 N. WAGGLE PL 1087 W. RIVER STREET JUB PROJ. #: 10-16-077 RESIDENTIAL LOTS: 161 LOTS G,`'s,l S TFC, 'SG £� MERIDIAN, ID 83646 SUITE 310 BOISE, ID 83702 DRAWN BY: ---- COMMON AREA LATS: 15 LOT q� o C DESIGN BY: -- COMMON DRIVEWAY LOTS: 3 LOTS- MARK TATE 208-939-6263 CHECKED BY: -- RESIDENTIAL DENSITY: 2.61 DU/AG 1 M ONE INCH TOTAL COMMON AREA 9.96 AC. (16.1%) s� ��Iq r�� LAND SURVEYOR CIVIL ENGINEER AT FULL SIZE, IF NOT ONE QUALIFIED COMMON AREA: 6.17 AC. (10.0%) C'p l£ or ` CODY McCAMMON, P.L.S. SCOTT WONDERS, P.E. 1 LAST UPDATE[?: 121141201fi AVERAGE LOT SIZE: 10,832 S.F. M, McevP J--U-B ENGINEERS J -U -B ENGINEERS SMALLEST LOT: 6,825 S.F. 250 S BEEGHWOOD AVE SHEET NUMBER: 250 S. BEECHWOOD AVE. - - 4 S1/4 EXISTING ZONE: R -8/R-2 BOUNDARY STE. Zai STE. 201 22 PROPOSED ZONE: R -8/R-4 CERTIFICATION BOISE, ID 83709 BOISE, ID 83709 PP -01 208-376-7330 208-376-7330 PP -03 � - i3= PP -02 PP -02 8356 J9 $10920 I IrI Il I ti z T l t i+ I i 8937- - -2539- - _Block 6- - _ - _ - - - 9205 _ i , 5� 48" IRRIGATION - --- _ z 2511:3,11 - _ _ / PIPE CROSSING - - - 12 136 5' �. ,� - 87855 y X2544 II II 76 X311. .1 _ - -- - -- -- 9205 13 -6749- SI ✓� CoLot©n- ' iq B.Z 58 e 131.5' : 5 I I I l� 7766 ❑ ❑ 9205 10920 i s.a 3 �I} CII 3 Ir u,� f Block 4 136.5' 611 II i 77 �- 1 ❑❑ P 13 I } 86680 - 126544 UJI 9205 n 131.5' 1 ! I ! 1 �11 ,2�? �,. -- - ❑ ❑ 131.9 0 Block 6 III I t n� 0 6 �+ I 126.5 - -- -� ❑ n 9205 10920 �� I Common 14 I I`I`I 14 ' �, Lot 8148 9205 131.5' -. _ 136.5'011 4- 1i C3) ' Irl 0 12 .0 - PRESSURE IRRIGATION 131.5 i cv I� PURWING 13 PUMP STATION n - [] S GROVE 6733 129 ' , p ;, ❑--11 37' 9245 j II d 1 p SueDmsloNBlock 5 8. 37.0I 1492015 15 I I I I I \ rnw 7996re❑ ❑ 9208 131.5' UNPLATTED 17 1 136.5' id 1 1 J I p cA 6 64 �-} $ 12s:b .�..� ��. ❑ ❑ ' 131.9' a 4 �I '2`' J' 126.5' 16 -K= I 9205 lij I 16 I II1 1I i? , 37.0 I 6 6486 131.5' 10225 IIIIII dd CONNECT TO 9442 Ex15TIwG WATER I II i , I I I 126 5' t 8092 126.0' s PROPOSED r 139.5' 0 131.5' I e i • _ 15 __ x 3 _ 1 � . Lot 1 126.5' --. 1 I I ' 17 - ti 1 - _ - 9205 • --= �_ � I d 6486 m I t- - U �° �..� 7999 l � � 1 Ww SNOW C 1� o, 26.5 m 126.0, 10316 r' 131.6 - y - --- U) `6527 11.0 w I 14 126.5' 1 157.0' o w C 1 IIi x I II � 1 ! r? 6486 •0, CD 48" IRRIGATION 4 2 i Common r�f . ' u' � w I' 1$ 27 1860��I QLD_ 37. 0 7495 PIPE CROSSING 9205 131.5 III 9 - > m . l I I1II I III 4.0 18 131.5 L) 11 v 13 I - y 8489 106,01 1212 IIID- z � O 1 II I ILII i.7 6486 129.5' Block 3,°� { 26 PI i I c� �, z Ip� 1 Il p1 I 1 ` 10225 II 1 I I W. 0 � z aL W W. 1 ! i1 pld 11 126.5 �' I III r.a 7135 i t Lot 36604 9204 136.5 �1 d w ¢ c m Common 1 I LEGEND�LLQ�W I B 8 �" LL d co 12 • 6527 93.1" `�-- _ �' 9486 _ 10 131,0' II I I EXISTING PROPOSED co w Q 0 ru s LL i 126.5 , I o��0 • _ U,z} I � I � r - o DrrcH Block 3 �- _ �--_ w�- 11 I I , s - - - - SANITARY SEWER LINE -s s z o 126.5' RELOCATION 5 . ' , I I } I1+I �0 31 0 0 25 I I w WATER LINE w -w- z� m 0 7 �, f 6877 '� - w 10516 III < � i ; li i 11 N Z u- 6486 ` 6527 35521 21 _ _ �- - l 4 - GRAVITY IRRIGATION PIPE rre z L I 4 I 126.5' ! 7232 123.8' Ili -T f -.RR PRESSURE IRRIGATION LINE * � ¢ 0 EL Z) EXISTING SETTLERS p i I d S� 22 �; - I I_ 0z IRRIGATION EASEMENT III II. 126.5 Lot 7338 l 1 I STORM DRAIN LINE - SD -- 81D- SD- Q z w Lu LLJ TO BE VACATED AND I i I� v, cri I I - sD - so-- - SID- O Eu a O DITCH RELOCATED Ilpld I �' 10 6 LnCENTERLINE - M uJ W _ s -7-a. I ill l dl 6338 7351 f� } 17 22 24 III I _ .......... LOT LINE 111.9 ! p 10908 1 $ "? c0 1 1 Ix 5227 °, � . . • '� I 1 6p'v• -_ r 9901 9905 io IdI 6" VERTICAL CURB & GU TTER 08 4" IRRIGATION 4 20 21 ROLLED CURB & GUTTERBlock 21 PIPE CROSSING 10187 123.8 69 , 5' SIDEWALK I d1 1 I 10495 dI IIIII 1lI1iI11I � }i ddJ, 1. _ 1 Q ac� �r�4h'►S+oCCa ;' 3 5326 PIPED DITCH 8463 ro' RELOCATION p Ii I SEWER MANHOLE o fto L3 DITCH FLOW LINE 2 `° 9901 a B J"U-B ENGINEERS, INC. ju f Z N d- Ci) -0 o c) Er o � 1"E W ©p© cow❑ W [V � m CCQ Q 6d 120 Z ca +00 a CO Z M Cn` s` x LU 0 U) LL SCALE IN FEET LO 0 [V m I X111 l}W 9953 ,N 72.6 I I +Gla IRRIGATION MANHOLE 30.0' I ` 1 11 I STREET LIGHT _ z '8 R'! /�1� 15 Cala on 1 TREE DECIDUOUS < Q _ I Z - - 11089 3x405 `D ' 111 v, - '� 11 I M I I r Z 48 IRRIGATION 7 00 - 1 ,�• I I TREE CONIFER d I I l PIPE 1140' 9119 IIS - _________ EDGE OF PAVEMENT ' acISTING `�"-- ssz5 64 1 z Block 1 1 Q i1 U] z \ 16 13 ��� Common _ I SETTLERS 111 ''-- i 5834 12133 1 1486 _ --� a ;. of _ � �� 9825,.., A � - - - --. 1 2 - III ) GAS LINE f- � 13498 I IRRIGATION 11 5 - III FENCE LINE d i, I �, EASEMENT ==i ILJ _...J " sv r 6825 w w 1 30.x' III [].. tL 4 - -� I '�'S� t FIRE HYDRANT i m � W 1 sv �. 6s25 -� I -- 2650 --- 5' CONTOUR LINE CL f _ _- I �ry(�' _.-2651 1CONTOUR LINE "' ' TAR i HOLQ10675it 7426 v x '-- � =..� � I ✓ / f _ -• _ -> > .. ` "�_7'-- ,~ 10fi 12 � • is - CONNECT T�3 c� 3 EXISTING IRRIGATION �1 "Y -- _ -t4 1x613EXISTING MERIDIAN F _ Block 1 $ SEWER EASEMENT 4 26065 115$$ 1463 45 6 , CONNECT TO 5 - 1 p } J f Mfr' _ - �_ --` 12312 t, ..� �' 12285 10661 EXISTING WATER �, J f - - , `- `P_RO_P-_-O-S_ ` 8E4 D, 6SETTLERS ETTLERS - r VABlock gEXISTING IRRIGATION EASEMENT SETTLERS 48 IRRIGATON .PROPOSED E -2545 PPE EASEMENTIRRIGATION EASEMENT �1S ai � J - - � CONNECT TO l EXISTING SEWER _ �. �-��-' _ _ - --- f Y r � /A 64.0' R �_ti .. ----In = r _ _X� b - �-s�-- v .r 32.0' CL 32.0' I I , J r f 14.0' 18.0' 18.0' 14.0' 1117g.Q3' - `-- - - 2545- ! 1 6.3.2 '-_ --- w � - m III EXISTING SETTLERS EXISTING MERIDIAN 2% 2% x PUMA IRRIGATION EASEMENT SEWER EASEMENT SUBDIVISION ASPHALT iD �� I TYPICAL STREET SECTION VERTICAL CURB I UNPLATTED 64.0' PUBLIC R TIGHT -OF -WAY AND GUTTER RIP. L 0 Erz Wz 0-Q W 0 z E W x 2 W FILE: 10 -16 -077 -PRE -PLAT JUB PROJ. #: 14-16-077 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: --- I ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 12f14/20113 41-s1:1141110111►14:110 PP -02 Z5 LU a, a� a w T d O d C7 C\! CO N m N C] d CL 255 O O0 Z _j W - LL m .......... ........... ....... -_ ................... ....... ... .. .......... ........... . . ..... ........... . 254 ........ . ...... ........ Q<W� 0 ....... ... ........... ............... crW W @ 'SEWER ........ .. ........... ..... W _ ....... 0 _._........... _.. EE ........... ...... ....... - ......... ..... �_- ............... �..�. ....... -�� ... ___.... ............. - ...... -�_.__�. - ..... -.�..�.. .. .....-�. ..... .... r,..... .......... .�........... ........ -.--- ..�� ...........,... --_-� ..... ..... . ....... ...-. .... .. . ............ . I .. ........... L-1 .... ........ . ................ ........ .... ...... .... .. ............. .... ... - ... .................... ............ ........,..,.,............ ...... . .. ..... ....... ........ ... .. .. ............................. .......... ...........EXISTING . .......... ........ GROUND ..... ............. ... ..... .... ........... ....... ........ L ...... ........ .......,.., ................ ....... ............ . . ................. .. ... ........... - -- - - ... _ - - - L- ...... ...... ........ ... ... ............... ............... ........ . ........ m SE1HER.. _ _ 00. 0.4 ...... ... ............. ................... ..... -....... ..- ................. .................... .. 7__ .. ...... 64 9 8" Q► 0. - .............. .......... p0 254 ................. ...... - ................. ...... .. ......... ............... ... 303.8 8" m 0.42 .... . + MH PRE-SSWR-28 ....... .......... - ----- -- -------- - --- ................. ....... ....... .. .... ........ .. • 1 8" O. 2 .. ................. ...... STA: 23+13.09, 468.60' R ... .... ......... ..... ...... ................ ........ .....,..,..I ..... . ., ... ........ . ... ...... . . ........, RIM: 2542.58 .... ...... .N 9.......... 8 OX ....... ....................................... ........... 8 ........ 8" IN: 2534.21 (E) ............... ........... ..... ........... .... ...... ........... ........... ............. ........ ........... .. ...................... ..... ... ... 8" OUT: 2534.71 (w) ............. ..... .. ..... ..... .... .. . ...... .......... ................... ................... ......... MH PRE -SSM -27. 1 ......... ...... ......... ....... . ------------ .. ..... .... MH PRE-SSWR ... .......... ...... ...... . .. .. .......... -------- ............ ... v 253 ....... ....... .......STA: 23+10.93. 223.17 R MH PRE-SSWR-26 .................. ....... .... . ..... _ .. ...... .. ..... ... ..... 24 9 STA: 15+60.16 7:9 ' R ..... . ...... ...... .... ..... ... ......... STA: 23+08.95. 519.88' R 113.0 1 0 0.41 X 79.1 RIM: 2541.56 STA: 23+08.95, 233.56 R a. s 0 Q.41 MH PRE-SSWR-3 0. RIM: 2542.82 - 8" IN: 2533,11 (E) ....... .... .... .... .......... ... . .... ...... ....................... ... ............ ..... ................... ...... . ... ..... .. .. ............ ........... .. ..... ....... .. ................ 8 OUT: 2531 27 (S) MH - RIM: 2542.30 ...... .. . 8" OUT: 2532.63 (S�........ 5� . 252815 (W) ...... .. .. A 15+5615. 104 L . ...... .. 8" 1N. 2528.15 ......1.-- ..................................................... ......... ............. .. .. ....... ........... ................... ................. .. .......... ..... ........... ......... RIM: 2542.12 ..... 8" IN. 25,30.68 (N) ' ..... ..... . ........... ... .... .. .......... ........ ........ ........................... ................ -- -- - 8" OUT. 2530.58 (S)' ........- 8 OUT. 2528.05 O ......... 28.0 S ....... ...... .......... ........... 253 N .... .... .. ..... . ........... .......,., ... .......... ..... ........... ........ .......... ........... MH RE 5S - WR ...... ........ ............ ........ ..... .. ... ......... .. ..... STA 29+77.10, 0. 9 77 002 ....... .. A: 28+93 .99. 0.00 ........ .....,,., � ...'............ ........ _ STA: 30+94.13. 0.00 .. ....... 8 IN: 8215: . 40.30 34.72 III RIM: 2540.45 a~ IN: 2534.30 (N) ......... • . • .............. .. (Ej....... 252 RIM: 2540.80 8" IN. 2534.72 (IN) 8" OUT: 2534.19 (S) MH PRE-SSWR-15 .. . . ........... . .. .... ..... ...........................8" IN: 2535.29 (E)..........8" OUT: 2534.62 (S)......-- ----- ............. ...... ... .... .......... MH PRE-SSWR-14 8" OUT: 2535.19 W STA: 36+57.93. 0.00 .... . STA: 34+94.13. 0.00'..... ............ ......... .............. ............. RIM: 2542,57 ( .... ... .. ... . ...... RIM: 2542.16 " ....... ...... .. .. ..... .. .... .. .......... . 8" OUT: 2537.9600 "..... 8 1N: 2537.03 (E)... .._.. •--�--..... . 8" Ol.. 2536.93 (w) 252 - .......... ­­ ........ .................. . ....... ............ . ...... ............ ....... . . LINE A .... .............. ......... ........ .. ....... ........... ...... .... ..... 251 36+8336+50 36+00 35+50 35+00 34+50 34+00 33+50 33+00 32+50 32+00 31+50 31+00 30+50 30+00 29+50 29+00 28+50 28+00 27+50 27+0 n L n 0 2550 2545 2535 2530 2525 HORZ 0 60 120 VERT D 5 10 SCALE IN FEET LINE B 2550 2545 2540 2535 2530 2525 2520 I 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+W+70 LINE B 2545 HORZ 0 40 80 2540 VERT 0 5 10 SCALE IN FEET 2535 .q.;N110 2525 2520 2520 19+73 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 LINE C ❑z� W �- f!a W W 0 W Z> F Q m Z U W C 2 H H � Z I Z w x9C3rnUw W roa'uz �0LL it= DZ ' Lu u ¢a 2�m 0UiCLyWm LLJ m�WQQ OC=wZ2z rt m <9 L Z) LLJ X z 11 � , H � �2 � 0 6 Lu i0 EL wQ L) oz 0aWwur �ixo0I= �_IL O O0 Z _j W - LL m .......... ........... ....... -_ ................... ....... ... .. .......... ........... . . ..... ........... . .. ................ .............. ........ . ...... ........ Q<W� 0 ....... ... ........... ............... crW W @ 'SEWER ........ .. ........... ..... W _ ....... 0 _._........... _.. EE ........... ...... ....... - ......... ..... �_- ............... �..�. ....... -�� ... ___.... ............. - ...... -�_.__�. - ..... -.�..�.. .. .....-�. ..... .... r,..... .......... .�........... ........ -.--- ..�� ...........,... --_-� ..... ..... . ....... ...-. .... .. . ............ . I .. ........... L-1 .... ........ . ................ ........ .... ...... .... .. . ...... ----------- ... - ... . ....... ..... ...... . .. ..... ....... ........ 50.4 LF " ® O.BS$ .... . .......... ........ ........... ..... .......... L.1-1 . I—— ..... .. . . . ......... ............. .. ....... . .. ........ . .... ....... ........ L ...... ........ . ....... ......... ............. ................ ....... ............ . . ................. .. ... ........... ....... ...... .... ... ......... .... ......... L ... ........... L- ...... ...... ........ ... ... ............... ............... ........ . ........ 00. 0.4 ............ ........... ..... -....... ................. .................... .. ................... .. ...... 64 9 8" Q► 0. .............. .......... ... ................. ...... ................. ...... .. ......... ............... ... 303.8 8" m 0.42 .... . MH PRE-SSWR-28 ....... .......... - ----- -- -------- - --- ................. ....... ....... .. .... ........ .. • 1 8" O. 2 .. ................. ...... STA: 23+13.09, 468.60' R 100.5 RIM: 2542.58 8 8" IN: 2534.21 (E) ............... ........... ........... ........... .. . ........ ........... .. .......- ..... ... ... 8" OUT: 2534.71 (w) ............. ..... .. ..... ..... .... .. . ...... .......... ................... ................... ......... MH PRE -SSM -27. ......... ...... ......... ....... . ------------ ........... .... .... MH PRE-SSWR _ 25 ...... ...... . .. .. .. ... MH PRE-SSWR--29 ....... ....... ....... .......STA: 23+10.93. 223.17 R MH PRE-SSWR-26 .................. ....... .... . ..... _ .. ...... .. ..... ... ..... 24 9 STA: 15+60.16 7:9 ' R ..... . ...... ...... .... ..... ... ......... STA: 23+08.95. 519.88' R RIM: 2541.56 STA: 23+08.95, 233.56 R RIM: 2541.61 MH PRE-SSWR-3 RIM: 2542.82 - 8" IN: 2533,11 (E) RIM: 2541.35 " 8" IN: 2537.37' (N) STA: 15+58,15 0,00 8" OUT. 2534.54 (W) ............... ................... ................... ..... .. ...... 8" OUT: 2533.01 (S) .................... ..... 8 IN: 2532.73 (N) .......... ....... ..... . .. ...... .. ..... ....... .. ................ 8 OUT: 2531 27 (S) MH - RIM: 2542.30 ...... .. . 8" OUT: 2532.63 (S�........ 5� . 252815 (W) ...... .. .. A 15+5615. 104 L . ...... .. 8" 1N. 2528.15 ......... ............. .. .. ....... ........... ................... ................. .. .......... ..... ........... ......... RIM: 2542.12 ..... 8" IN. 25,30.68 (N) ' .......8" IN: 2528.15 {E) .... ... --------- ... . ........... ... .. .. ... ..... ... .... ...... I... ... .. .... .... ................ -- -- - 8" OUT. 2530.58 (S)' 8 OUT. 2528.05 O ......... 28.0 S 2545 HORZ 0 40 80 2540 VERT 0 5 10 SCALE IN FEET 2535 .q.;N110 2525 2520 2520 19+73 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 LINE C ❑z� W �- f!a W W 0 W Z> F Q m Z U W C 2 H H � Z I Z w x9C3rnUw W roa'uz �0LL it= DZ ' Lu u ¢a 2�m 0UiCLyWm LLJ m�WQQ OC=wZ2z rt m <9 L Z) LLJ X z 11 � , H � �2 � 0 6 Lu i0 EL wQ L) oz 0aWwur �ixo0I= �_IL FILE: 10-16-077_PRE-PLAT JUB PROJ. #: 10-16-077 DRAWN BY: ---- DESIGN BY: -- CHECKED BY: - -- ONEINCH AT FULL SIZE, IF NOT ONE AQCORDINQLY LAST UPDATED:12114/2016 SHEET NUMBER: PP -05 O O0 Z _j W - LL m a =)0 U, C) < w Q<W� 0 LL crW W Q W _ cr 0 H EE W 2 FILE: 10-16-077_PRE-PLAT JUB PROJ. #: 10-16-077 DRAWN BY: ---- DESIGN BY: -- CHECKED BY: - -- ONEINCH AT FULL SIZE, IF NOT ONE AQCORDINQLY LAST UPDATED:12114/2016 SHEET NUMBER: PP -05 m ccw a 0 m a m OC Lu c7 [7 w rz v rb v 2550 J -IJ -B ENGINEERS, INC. N qqt 7 qqr < 0 o V) -a © cc m CC oT 0*)I• cr) E W 0 c) ti g 0 Lu N � q cm Z a) 00 co .� (D�--' a --r N ❑ cW U3 ai 2550 a Ln c,10KA 1. S %s E Q 5� aF ■Q� - W owtWx Lu W m w (L a 4 ij w �m 000 ..... . ...... . . ...... ...... ........ m Z X.5 . ... .. .. C7Z<Z3'w Z C] V? U . ......QXisPIN GROUND . ... w ©t7z��- 2 (ry ❑LL -k o 2545 d Z 0 U C W Q wX 9 V] z 0 0 a-�6 w Q , u LL D G. 7 0 w= w x Z Z [� Q :3 w a� Z��p0hi 2545 w cl g4Oa~j L) [3 z w ul O u ]w00 — r.. — ,�.,.,. _._.,.._..,_.._. _. __. _ _ _ _ _ 0 0 ............... 0 _ Z —.�. D � — — _ _,.. _ — ,... U _ ... ...— --- — HaRz0 50 100 L . .............. ............ ...... ......... .. w _ __ ____ PRE -PLAT ___— ____. DESIGN BY: ---- CHECKED BY: --- ONE INCH AT FULL SIZE, IF NOT ONE LAST UPDATED: 12/14/2016 SHEET NUMBER: PP -06 ..... ..... .. ......... ... 540- 2540-- ................................... ......... ..................... ............. 2540 ............................................. ............... I ......... ........ ............ .............. ...--- ........ ................. ................. .....................................,.... ................,.... ............................ ,....,,.. .,..,.. ... ......................... ....... ..... ...... ................. VERT 0 5 10 . ........ ........... ..... .:..... ........... ... .......................... .............. ............................................. ................................ .. .................. ..... .. ......,...........,...... SCALE IN FEET 2535 ....................... 2535 .................... ................ .................. ... ...-.. .. ..... . .... ... ... ..... .. .. . .... ...... ...... ............ ............ . .................. ..... ....... .. .. .........................................,..,........ ..... 3flt5.3 4 ... ............ ..........,.. ........ ........ .... ...I......... -- . ,..... ....... .. ........,..... .............. ... .............. ..... 2530 [!8. " 0 2530 ........... . ............ ......- ...... .............. ...... .... .................................................................................................................................................. . ............ ........ ..... .............. .........,.... ---- --. .............. ... ...... ................... .... ....... I...... .. ...40.4.... .. .....{...... . ....... I .... MH PRE-SSWR-34 ...... ..................................... .......................... .... MH PRE-SSWR-3 2525 2525 STA: 22+17.84, 0.00 MH PRE-SSWR-32 MH PRE-SSWR-31 MH PRE-SSWR-30 STA: 15+56.15, 0.00 .. .. .. RIM: 2543.24 MH PRE-SSWR-33 STA: 14+39.27, 0.00 ... .. .. STA: 13+81.86, 0.00 STA: 12+69.38, 0.00 ........... RIM: 2542.30 8" OUT. 2534.19 (S)........................................................................ ....... ....................STA: 18+28.55, 0.00 ..... ............................... ............................,...... RIM: 2542.75.. .. .. .. ... RIM: 2543.02 RIM: 2542.79 8" IN; 2528.15 (W) RIM: 2541.84 ............................ ..................................................8 A IN: 2530.15 (N).. ..... ....8 IN: 2529.81 (NE) 8" IN: 2529.25 (E) I' ...... 8" IN: 2528.15 (N) ............................... ........... - ........ . .... . ................................. . ............... .....8 IN: 2531.85 (N) .... - ......................... .................... ...................... N 8 OUT: 2530.05 (SYV)... - .. , . 8" OUT: 2529.71 (W) ..... .......... 8" OUT: 2529.15 (W) . . 8" IN: 2528.15 (E) 2520 8" OUT: 2531.75 (S) I 8" OUT: 2528.05 (S) 2520 22+43 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 18+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 LINE Q 2550 2545 2540 2535 2530 2525 0 J -IJ -B ENGINEERS, INC. N qqt 7 qqr < 0 o V) -a © cc m CC oT 0*)I• cr) E W 0 c) ti g 0 Lu N � q cm Z a) 00 co .� (D�--' a --r N ❑ cW U3 ai c x CF) I a Ln c,10KA 1. S %s E Q 5� aF ■Q� W owtWx Lu W m w (L a 4 ij w �m 000 m Z X.5 C7Z<Z3'w Z C] V? U w ©t7z��- 2 (ry ❑LL -k o d Z 0 U C W Q wX 9 V] z 0 0 a-�6 w Q , u LL D G. 7 0 w= w x Z Z [� Q :3 w a� Z��p0hi w cl g4Oa~j L) [3 z w ul O u ]w00 ria z 0 0 0 Z I— JIll D � R. o Er U < Q ' W L CL Lu It 0 w FILE: 10-18.077 PRE -PLAT JUB PROJ. #: 10-16-077 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: --- ONE INCH AT FULL SIZE, IF NOT ONE LAST UPDATED: 12/14/2016 SHEET NUMBER: PP -06