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PZ - TreeFarm_PrePlat_SWSigned
a C W W m "a 0 Q 00 LPT co T 0 T 0 0 I UNPLATTED N79' 11 '07"E 128.36' • • �� + PNS 33 / 35 34 36 37 Block 6 38 / 40 39 .3 L4 PRELIMINARY PLAT EOR TREE FARM SUBDIVISION SITUATED IN THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN N 32 �, �, M ERI DIAD ADA COUNTY, IDAHO c 60-1 • to 2016 bPO 1110 BOUNDARY LEGEND T 42 31 - Subdivision Boundary Line �--� 4344 _� - - - - - - Section Line - - 45 10 9 - Match Line 12 11 30 - - - - Center Line 46 15 14 13 0 Right-of-way Line / 16 -- --- - - Existing Parcel Line 29 - - - - - Existing Pioneer Irrigation Easement Line 50 / Block 7 6 47 - Existing Settlers Irrigation Easement Line 48 4 5 \ _ - Existing Meridian Sewer Easement Line 51 2 3 28 0 100 200 -- -- -- -- - - Proposed Settlers Irrigation Easement Line SREE pR. - Section Corner 52 wiUGAR. 27 00 67 65 Block 6 24 25 c -a - Quarter -Section Corner 22 23 SCALE IN FEET r-- 68 66 64 53 21 26 0 - Found 5/8» Rebar ® ? 19 20 10 / \ 69 63 1n Q - Property Corner 11 OAK LEAF 54 PP -03 g SUBDIVISION W 70 //X N fit� 14 13 12 71 15 10 61 5517 16 8 • 72 18 Z60 56 � Block 6 73 , �.-� 7 59 9 58 Block 6 8 UNPLATTED 4912 75 o o 57• 0 0 7 5 � Block 4 76 / o 0 13 00 r13 06 413 14 5 1 0 12 PP -02 �- 14 Block 5 3 17 15 M 1100 4 •� O 16 15 + M a ► 16 2 0 10 to 15 16 3 9 17 W. SNOW CH RRY ST � � 14 1 17 0 2 26 � 13 8 18 � 25 i 12 i 7 18 `` W 1 i 11 s Block 3 19 2® - - 24 �- X 1 21 --- U ¢ 16 17 21 f 10 5 Block 1 U v / 18 19 20 23 g 9 4 M i � ���' 3 22 -'-'\ Block 2 1 � � i 8 7 � 15 14 11 Block 1 10 \ 6 5 J4ii 13 12 Point of Beginn\ing7 _ - awc 3 2 ®i �-- _ 9 �. L1 0co - to V CS 2 2 L6 --L5 N �, 1 3 4 7 8 F 6'J^ \ .z 5 6 LU w 2 z� _ 2 o 6 ` `TREE S Block 8 F I 1 Lh /0800Y � II�4 240.56# w C2 a O 00 0i I w W I N w �I o UNPLATTED o PUMA z SUBDIVISION w � I m Q J U I U_ Y w U 0 �� Mi I o z N O co -Basis of Bearing- �� S89 -2528"E 1307.43' 21+22- N89 17'18 W 2647.24 U 287 W. CHINDEN BLVD. (HWY 20\26) - - - Line Table Line # Direction Length L1 S78'03' 14"E 20.00' L2 N75'49'29"E 79.69' L3 N79'30'38"E 40.23' L4 N76'33'21 "E 1.3.91' L5 S55'40'41 "W 10.27' L6 N78-03'1 4-W j 84.00' R 2.0' 5.0' 8.0' 37.0' 18.5' q 18.5' 16.5 16.5' R 60.0' 30.0' no 2.0' 22.0' 6.0' 6.0' sm. ON 5.0' SW 8.0' sAw- k -113 ENGINEERS, INC. WA J -U ,..�ii.�:�/�o�:i%��ii►� . - - � mss' � ►',�Gi� P100JAP)e�it Ali ■ ../bIN c .. t...i //■ iii ♦ ♦1W cm • •A10 00Z C) VIII �llli�/ , LL1117) • 00 M • ,. - VICINITY Ar 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 666.45' C2 24.73' 248.00' 542'47" S75'45' 18"W 24.72' C3 420.54' 793.20' 30'22'38" S86'45'01 "W 415.63' C4 192.09' 850.00' 12'56'53" N71'34'47"W 191.68' C5 151.39' 700.00' 12'23'30" N71'1 8'06"W 151.10' C6 61.64' 1552.00' 2' 16'31 " S 10'48'30"W 61.63' 30.0' 22.0' ` 6" VERTICAL CURB 6" VERTICAL CURB 5' CONCRETE AND GUTTER TYP. SIDEWALK TYP. TYPICAL ENTRANCE STREET SECTION 60.0' PUBLIC RIGHT-OF-WAY NTS R R 30.0' 2.0' 12.0' 18.0' 8.0' _5.0'_ _ 6.0' ASPHALT a• 0 2.0' 5.0' 8.0' SW 30.0' 18.0' 12.0' 6.0' 5.0' ( 2% ( 2% L E, OF . SCOrT WoNO�, ®Wz� W X W W OwD� o>m5 UWp0 c Z J � � - �ZZZ3:R 0z 5 Zo (0 U W �'Lou 05oWZ �WzQC 21) Z ¢ROw LL SW ocnn.w <, � _rte �o°Woo � =z Z �-�Z<0 ZCcIm WO� E'-Z?E O R g<00- owa �Q Boz 0 Z W J w W �00r �=ads 5' CONCRETE ASPHALT 5' CONCRETE ASPHALT SIDEWALK TYP. TYPICAL STREET SECTION ROLLED CURB SIDEWALK TYP. TYPICAL STREET SECTION VERTICAL CURB 37.0' PUBLIC RIGHT-OF-WAY AND GUTTER TYP. 60.0' PUBLIC RIGHT-OF-WAY AND GUTTER TYP. NTS NTS NOTES: � z = O 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. Q Q 2 ALL STREETS PROPOSED IN THIS DEVELOPMENT ARE PUBLIC STREETS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT (ACHD) STANDARDS FOR PUBLIC STREETS WITH A Z 0 MINIMUM GRADIENT OF 0.40%. O 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOTS 1, 11, & 26 OF BLOCK 1, LOT 1 OF BLOCK 2, LOT 1 OF BLOCK 3, LOT 1 OF BLOCK 4, LOT 10 OF BLOCK 5, LOTS 1, 11, & 49 OF BLOCK 6, DRAINAGE STORAGE LOTS. LOTS 21 OF BLOCK 1 AND LOTS 10 & 66 OF BLOCK 6 ARE COMMON DRIVEWAY LOTS. > >: 0 LOT 1 OF BLOCK 7, AND LOT 1 OF BLOCK 8 WHICH ARE COMMON AREA � > LL � z 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. z 0 E- 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. m (� 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 :D O W HOME OWNERS ASSOCIATION. (n 0 0 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR 75; Q 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, 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." Q Q z 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE SUEZ WATER. ILL Q w z i' 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. W Q cr 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY PUBLIC RIGHT-OF-WAY. Ir ® Q 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PUN. THESE LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. z 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF DEVELOPMENT. W 0 13. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE -SUBDIVISION. m 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 ACHD. 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. 16001 CO140 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 OWNER DEVELOPER TOTAL AREA: 61.64 AC. DREW EGGERS M3 COMPANIES FILE: 10 -16 -077 -PRE -PLAT TOTAL LOTS: 176 LOTS LA NQ 2256 N. WAGGLE PL 1087 W. RIVER STREET JUB PROJ. #: 10-16-077 RESIDENTIAL LOTS: 161 LOTSG , S Tf `sG MERIDIAN, 1D 83646 SUITE 310 DRAWN BY: ---- COMMON AREA LOTS: 12 LOT �BOISE, ID 83702 DESIGN BY: ---- COMMON DRIVEWAY LOTS: 3 LOTS' ~'� MARK TATE 208-939-6263 CHECKED BY: ---- 2.61 DU/AC 1779 � ONE INCH RESIDENTIAL DENSITY. �t TOTAL COMMON AREA 13.13 AC. (21.3} s� jejjto�o LAND SURVEYOR CIVIL ENGINEER AT FULL SIZE, IF NOT ONE QUALIFIED COMMON. AREA: 6.16 AC. (10.0%) �Q qTF OF �®� O� NCH SCALE ACCORD NGI CODY McCAMMON, P.L.S. AVERAGE LOT SIZE: 9,976 S. F. oJ' �� SCOTT WONDERS, P.E. LAST UPDATED: 11/8/2016 M, Mr. J -U -B ENGINEERS J -U -B ENGINEERS SHEET NUMBER: SMALLEST LOT: 6,000 S.F. 250 S. BEECHWOOD AVE. 250 S. BEECHWOOD AVE. S1/4 EXISTING ZONE: R -8/R-2 BOUNDARY STE. 201 STE. 201 22 PROPOSED ZONE: R -8/R-4 CERTIFICATION BOISE, ID 83709 BOISE, ID 83709 -01 208-376-7330 27 208-376-7330 P P a CC 0 - cc W W 0 m D co C -D w 0: � U N J w' m a. (D J o r - o_ w U) a m 00 o T T r o to N T d N .� T T p U o *� n. o + o o • o)o • N A • pis o • o o • . o • o • • 6_ PP 02 131�5 PP 028356 o 092 1 8 � � (�1f " + � -._2 c539 ._.....Bl1_o8.8c.._4.k _ 6--- _PIPE __ _ " fe __.._.... _ 92052 . 8937_ _ 48" IRRIGATION 54.' . 49 w CROSSING 73 25 . ........._....... _:_' .. �M _.. _ ...........365 3 7JI 131,5 _• 9205 Common T a' Lot 12g.2, 57 131.5' . l... 5 ❑ 7 7766 x:..� ❑ co. ! n - 6 $, ;:,.. i. 31 10920 9205 ' lEjI w " Block 4 ,� o 136.5 E s` i f: < , - I L L I 76� _ 1 09;13-- 13 0 ;_ PI X11 8668 4 - + £rr LLJI 9205 ' 131.50 `_ i . 126504 > iii {j • ' r.= f I 12 . c ..iL3, o„ ' £<: ❑ ❑ - 131.5' ` / s or o Block 6LL / 5 _._ ,.__ o � 4 ' 126 `_ __. --_ 9205 t�= i 1 10920 11 0I -- CoLotmmon 14 00 w E: 0)R � 136.5 } f 8148 �• I I I126.5° crCO.r -❑ ❑ z i_ f. 14. �? rPRESSURE IRRIGATION .p12PUMP STATION z5 :CO r - v 11_ ❑ 9205 6733 ❑ s i' it - , 1 t) :y __..__w w Block 5 / 6 ar 14 y 37.0 w 37.0' 1 0 - 12 6.5 ^ + � 15 0 092 i \ 12 7996 / :`g ; 4 ❑ ❑ '; r 131.5' ( rn i' : .. 9208 UNPLATTED 17 :, '� i 3 f 1 6645 1 , _ _._. _.__ . ___._.. �. 136.5 u 1 ' 1 R 131.9 ) 8083 / _._ ❑ ❑ o 2! M.. E "CL _ 126.5' 15 9205 l 3 i f 2 1 ! r s1f I SPURWING GROVE SUBDIVISION ` ; a 16 \ / w / / 79962 + <,. ❑ ❑ R `2 ' 1 Q 3 `'` 2 It3 [ I 6486 • i, 10' 6 131.5'10225 $ s. 37. 9442 0 /f CONNECT TO 10 26 •p' �. / �- 5' � •.� -`,. G WATER ............. EXISTIN 6 _ 2 1 'S 8092 i 1 U PROPOSED 139.5' _.... .... .11 a + :,;:: ROPOSE 131 V I M POND"• Lot 1 1860 .... a. ., 26 15 «,J �+ :'• -• -:. � w � _.. 9 6486 w ._.. _ _ 7996 _..._ .... , .... � : E�'<:; „ + ?m.•> 0 ' z`;�.tE? , ; r 17 i �.:ocoo Ht .axW4.. -S,=wN OW.; C .v ST/r 126.5 9 131.5' 0316 `6527 126.0' 4 4 1� 6.5 157.0 ..........._ . . .. .;. W..-.'-=..to 6486 ommon 260 2 � 17 18648 IRRIGATION .r - --y- _ ..._„�........�.i. I 37, 0 7495 PIPE CROSSING z` 9205 A 126-b 131.5 1a 131.5' 64 ;I .0 \ / 18 N j? Q8089 I cfl 13 a 106.0 11212 : l s N 6486 + 26.5' co "`""" E $ 25 f iLIC E, 1 Block 3 �,• fr I I ( ►1 ( 0) 18 160.1' 11M 10225 axe o 6 Cn € l� 12 •5 N_ w 7136 Common 1 r (- 136.5 f - � to 12 � � 7 92 6527 93 /_ , : _ ,F= 1 0 � r �? 6486 �o _ �' `�"`"`"'^,,' 131.0' 126.5 _` M.,, ( 1 ~--_ DITCH ^a < � .:.;..:_ II I F WySra; :. ' f „" .o::�xc i � .••.� 1 %d., w 126.5 ��" ��� RELOCATION , ,1 9 , �� - 11►... / jj i 24 w 6377 I il• Y � 3 �• 3 1 tI 6 U, ry }` _ N 10516 7 11 �'' � 1 - � ^ 20 `=a' ' cw : � a - ----^_ _ f ���..,,. , c 3 3: N i 6527 , v ! 648647690 6678 3, ~- ' ' ( : 126.5'/ 21 3' / _ "%t` , / _ - t 4 I ~- 123.8, EXISTING SETTLERS i i Common ' i J6755 �. y - IRRIGATION EASEMENT `" 126.5 Lot 00• TO BE VACATED AND U n s w DITCH RELOCATED I I J f j I 10 ,rj �R : f �' ( i1 t 0 6333 ` - 7811 62 0 f .........., - ? - w 17 23 I �..{..s 3 16 ^ 21 10( 9962 9205 5227 9901119 3 M o126. 0 to 19 h r , ,' 20 9876 ? 9442 Block 2 rye• t ;b 9516 °; 123.8 48" IRRIGATIONtl. ' 6-.0.1 :s 84, g1 f ' ( r 9 PIPE CROSSING `o I i ►[ j a, H �, :_:� g,FE :.. 7843 ry�� ` 6g 9955 .9' PIPED DITCH I _ ; t RELOCATION / G { 3 --x_84.9, �' o 7843 �' / 80.0, RR --- 0 22 1 z- ''`�.. 74.5 72.6 00 I j ; # ' 9901 1 R.a. 2 80 0' RR ��� o r `V 8 v, 9318 l 48"IRRIGATION 1 F j .� 88.1 {" PIPE 34754 �O •r'` "� �_•" / ? 10808 w.:a 15 10520 M ,- 26566 � r. 14 . ' ; t _� .�.. ��. ' 6325 - .- f <��," ` ,,U,, .^�.,• ,�, � EXISTING �/ ` � .'� .� P `` fssf``+. A ._. Common 10 Ga• ►� Lot � : � ;.-� �.�� -..� Common 6 t , ����...; �;w�x;, ska��� 10520 11535 � SETTLERS 1 ay . o -�_� Lot `? <:5" / ; - % in Block 1 6325; co ^ 1 3.,,.�:b:.. IRRIGATION Aw` _ ry r `- EASEMENT '`�' _ 5 �� , p _ E � �,��_ � �....,,���, '. r- -�.. ,� � w�; �z •.��,r. 11447 12 f I �,:.: 130.0 6325 _ 12771 l 4A 11I . _ ' 6325 F + "< r E -•`^'. ", yi T'3 \ ` i �: 1 ^w ;£;..\ \ , 3 , z.o.. 1 p� .J `..`�,. ::�bz.'C) ]„< ^Li."�k` R,",o, . A 3333 ... unu::.. •e i a•'<=` ! '///% 1< � 1!M• _. w"u.:' v;, u iii . ' co )..r= i `t�b ^ �`' Y>.. ,3 'r ;n .,tii^.�:i(�,Y4�e.:•ML: a:�`t'£a.43iu.kaa\ �'`£Sa\ ``, . 445 co, =N.� _ �_ ... 0 6 o _ o '\ A 3 � �a�`,z M 62 `.. /yam � � £ 'aui rc=•vy,y, _^_` -.. _. ®0' 6935 ry 3„ •"' ----__ 61 0 6 .. � " V l f . \ ``.. \tel \ ``• "� % M ! •' .f' " , .."- . \ .......__ y __ -__ - tij _'-m-- -- --__ti ._=_^.= �.may'=" =�"-.. =-_ =_`=_~. '- JL-- 5..qL,/'1� 1 r< . - ) / '1 / .r '^,,.< '~' %: ``<`�• :.. "`^.`:'�•`..`�.`... �, N`. `• �-',' •< . ..`°<R, :_:�y ..� `.. CONNECT TO 9862 EXISTING IRRIGATION SING MERIDIAN g/ /EXI9862 SEWER EASEMENT ' w � � ^ 4 - ^ 14392 1r -22558 10789 5 CONI 7 - 10090 11500 r 11531 EXIS- W �~ . � f. � � t � .,..,.... -•-- , ...., .. �.... -`_. . �� ; --, � PROPOSED SETTLERS IRRIGATION EASEMENT 1'� II• ;<�•• � _ ~-, -.,'- __.,.._. _.._- 48" _I.._R_ R_7I....G._; AT.._I_O._. _NSETTLERS �PROPOSED I IRRIGATION PIPE 2545SETTLERS ..........-_.EASEMENT IRRIGATION _ .-._. 00 EASEMENT _ ___ -_-_.___-_ t �-- - j # n M w `.•;., O - NE: CONNECT TO _ "' r_ ~; o.",,.►� :W /f j ._ EXISTING SEWERom rt f R f 64.0 h'- ' to : I _ -- - 32.0 32.0 _ rnc• fill » _ 4 514.0' 18.0' 18.0' 14 N78 03 1 w y_yu / 1 l2'40 'j i f r; If i 2% 2% EXISTING SETTLERS EXISTING MERIDIAN v f 'j f' fit' z -j PUMA SEWER EASEMENT. _�_' + x IRRIGATION EASEMENT - C2,' f! 1 8 SUBDIVISION • :iI !' J ft r•y r '_ ....__......,- f 1 ASPHALT in to = f < \ I VERTICAL CURB TYPICAL STREET SECTION f r AND GUTTER TYP• 64.0 PUBLIC RIGHT-OF-WAY C 'I (qNM LEGEND 0 60 120 SCALE IN FEET EXISTING J -U -S ENGINEERS, INC. .............. s .................................................... SANITARY SEWER LINE ......................................... Ldp;.......................................... WATER LIN E RR irm--� GRAVITY IRRIGATION PIPE -................... -- PRR PRESSURE IRRIGATION LINE S Sa 5D--------- STORM DRAIN LINE CLI C:) •O CENTERLINE ...........I................................................................... LOT LINE ::. 6" VERTICAL CURB & GUTTER ROLLED CURB & GUTTER .............................................................................................. 5' SIDEWALK >> SEWER MANHOLE ................................. .................................. DITCH FLOW LINE IRRIGATION MANHOLE ' STREET LIGHT TREE DECIDUOUS TREE CONIFER -- - ------- - EDGE OF PAVEMENT .............................................................................................. GAS LINE FENCE LINE Q FIRE HYDRANT _----2650 5' CONTOUR LINE _.._. ?,5� •.___ _..._ _._ 1' CONTOUR LINE TO r WATER t c` UNPLATTED PROPOSED -3-9- _W - $D-- SD- SD - 0 0 IV ANEW jus J -U -S ENGINEERS, INC. U Z > Q C) O O � co CIO CIO CC 0 ro �coE w CV CIO CCM "• Z a) 00 0 cl � ao --, C)� N Z MU) o Cz W U W =LL CLI C:) •O �Ls i m CV SS�ONAL 9 jF 0 IF EscOTT WO No�� w ow,-0_zO w p Q a V ui H o Lu m z U) L_ 0 C6 �z<zw `Z 'L cC/) z �Wc�ow_ o�z-'ca �0LL Z 0 oz0 0-W LLQtt-.1 > Z �Wo��� O �nF-wlp wwwZzz 0_ U D W W O w uLLj gQOa� Q oz OZwJw U) 0 i=-1:CL O Z 0 � = Z Q 0 zo 0- o - C/)i- Z � 0 F QU oz �o u j m 0 v J Q a- < z0 0CL mm Q< w0 LL ~cr Z z w �- a w = c Cu w a� w M 0 a T 0 N 0 T Cu 0 O a N79' 11 '07"E / 128.36' 4 ' L3 UNPLATTED .r - r ~ T- �--," -_. �•_�_- _ _ -. ..,r-_------ r �;,� �._. ._.-ice /,.r_• `,,,,.r __�. : 41, _49 �~ 2 ~ ILI ~ j r UNPLATTED _ - r' N - `- __ - ~ r ~ _.. _._. -•�:,�... " Y.,.-- � - j, - ..-".�� _ � J? -~ � /�'�, - , _.r' � �, l /i~! -- y-' .....• f'' � 1 F }fit � � _ - = -_'. - 7 -_ - ~ _~~ - _ - _ - _ _ • =.. Y f _ r ~r =- ~_=_~_ .' Block 0 �_{ G PxoNEE 32 RIGATIOU-WEMEN 2456 2 E ko Ci i 'r -•"...--" --,.. �- _.r^../ " .~ "- r,-- .. �.,, ~~' _ ... ~ ..:�ryY _. 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RIM: 2541.56 .. ................... .........STA: 23+08.94, 233.56' R... 15+ 60.15, 247.99' R 2541.61 MH PRE-SSWR-3 2525 RIM: 2542.82 8" IN: 2533.11 (E) RIM: 2541.35 " _RIM: 8" IN: 2531.37 (N) S TA. 15+56.14, 0.00 2525 ....... .. 8" OUT: 2534.54 (W) ............... ................... .................. I .... 8" OUT: 2533.01 (S).. ........ ........... ..... ... 8 IN: 2532.73 (N) .......... " ..:..:............. ................... ................... ................... .......... 8" OUT: 2531.27 (S) ..... MH PRE-SSWR-24 ............. ..... . RIM: 2542.30 ........... 8" OUT: 2532.63 (S)......... _ ...... . STA: 15+56.14, 104.50 L 8" IN: 2528.15 (W) ........... . " RIM: 2542.12 8 IN: 2528.15 (N) ...... .................. .................. .................. .................. .................. .... I........... ................ .................. .................. .................. .................. .................. .................. .................. ................... ..... 8" IN: 2530.68 (N)............. 8" IN: 2528.15 (E) ........... .......... ................... ................... .... 8" OUT: 2530.58 (S) ............. ..... 8 OUT: 2528.05 (S) ........... 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 c O 111111111111'1170 Q awz� O �- aWJ o wM-a do LLO cn U oLLI wJ(b LIJ z M - cc o� o W a > m D W� W z Q �� W m 0 UWOO Or zc�►-=- 0 J 0 a(9ZZ�u1 Z_5OSL) UW 55 Z g LL, 2 Z a9 oLLQ�z Z O W ozO da. w Q W S W m O U) a > O cWw0Lu_ F' a" W2I-W0p =W?Zz U W W O W z�wM0� 0 ac��ER FZ'0 gQOa5 UQ�Oz 0ZWJW �wo0- F X CL Idi FILE: 10 -16 -077 -PRE -PLAT JUB PROJ. # :10-16-077 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE CH SCALE ACCORDINGLY LAST UPDATED: 11/8/2016 1�:1*19ON PP -05 O 111111111111'1170 O �- aWJ LLO cn U Q aC z M - cc o� o W QQ LJ.�W W� W z Q �� W 0 W FILE: 10 -16 -077 -PRE -PLAT JUB PROJ. # :10-16-077 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE CH SCALE ACCORDINGLY LAST UPDATED: 11/8/2016 1�:1*19ON PP -05 a) F cu w m `m w m a) ao T T co s N ao cu ❑ 0 a 2550 2545 2540 2535 2530 2525 ■ 2550 J -U -B ENGINEERS, INC. ......................... ..................................... ............................................................................................................... .................................................................................................................................................. .............................. .............................................. . ............. ..... .............. ........... .............. .............. .............. .............. .........I.... ....... ..... ....... .............. .............. ............ . ........... .............. .............. .............. .............. .. U O �' .......................................... . . . . . . . . . . . . . . . . . . . . . I . . . .. . . . . ...................:....................... :.......................EXISTIN .GROUND......:........ 2545 Q � o M M - - - ................................................. cv) --- --- - -- ..... HORZ 0 50 100 ,- q E 7.W Nom` MN"• 7T ................................... ................ ............................. ................ I ............ 7 ......... ...... .............................. 2540 z U 43 00 M .Q 00 � ..... ........................................................................................................ I.......................... ...... o .... ................................ .............. .............. .............. ...I.......... .... ...... .............. .............. .............. ............ .............. .............. ................... ...... I. ....... .... .... ........ .............. VERT 0 5 10 - N ♦=0 cv ' . (D 10 � N � SCALE IN FEET Z m U) .... .. ..........I... .............. .............. .............. .............. .............. .... ...... ............ .............. .... ........ .............. .............. ............I. .......... ... ...... .... .............. .............. .............. _ .......................................................................:.......... ........................................ ....................................... ...... .. o cu 2535 co (� ................................................... .......................... .................................I................................................................................................. ..... ..........»:.........m 385 .................................-................ .:. ......_..........�3 LF_ 8 _®0.61 ....................................................... ..... .... .............. .............. .............. .............. ........ .. ........... .............. .... ........ .............. .......... ... ........ ....... .... .............. ............. .............. ..... N .. .. .. ..................... 385.3 LF 8" ® 0.4170................................ .......................................... .............. .............. .............. ..... ..... 53.4 LF 8" t� 0.449' 2530 108.5 LF 8" ® 0.43% 240.4 LF 8 ® 0.42 ........ . ............................................................................................................................................................................................................................................................................... ...... .. .................... ........................................ SON................................................................................................................................................................................................................... s. ......... MH PRE-SSWR-34................................................................................................... MH PRE-SSWR-3 2525 S E STA: 22+17.84, 0.00' MH PRE-SSWR-32 MH PRE-SSWR-31 MH PRE-SSWR-30 STA: 15+56.14 0.00' . Q� �% RIM: 2543.24 , ........... , .............................. " : MH STA: 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 ..................................... . ............. ................. I " RIM: 2542.75....................... RIM: 2543.02 ...............RIM: 2542.79 ................................. 8" IN: 2528.15 (W)......... ......................................................................................................................................RIM: 2541.84...............................................................................8 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).............................................................................. 8" OUT: 2530.05 (SW) .......................8" OUT: 2529.71 (W) ...............8" OUT: 2529.15 (W)** ** '' * ............ * ............. 8" IN: 2528.15 (E) ....... x ..�� 2520 f r8" OUT: 2531.75 (S) 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 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 DINE D 2550 2545 2540 2535 2530 2550 2545 2540 2535 2530 2525 07 2525 20+97 20+50 20+00 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 2545 2540 2535 2530 2545 2540 2535 2530 2525 2525 10+00 10+50 11+00 .......................... .............................. ........ ......................................................... 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MH PRE-SSWR-39 ..................................................... .................................................................................................. . ...........246.6 LF 8" ® 0.41 ..................... ........... MHPRE-SSWR-15 .............. STA: 19+67.10, 0.00'.................. ........................ ................................................................................................... ............................................................................................................. STA: 36+57.66, 0.00' RIM: 2543.05 ........... RIM: 2542.57 ................... 8 IN: 2537.44 (NW) ........................ . ........................................................... .................................................................... ..................... .......... 8" OUT: 2538.00 (W) .................... 8" OUT: 2537.34 (S).:...............................................:................ MH PRE-SSWR-38.................... ......... ................ ..........................................................................:................................. ........................................................................................................ 8" OUT: 2537.96 (E) I MH PRE-SSWR-40 STA: 16+81.80 0.00' MH PRE-SSWR-35 MH PRE-SSWR-10 STA: 26+45.02, 0.00' MH PRE-SSWR-36 ................ ................... STA: 20+05.30, 0.00' .... , ............ RIM: 2543.10 8" IN: 2536.20 (N) .............. MH PRE-SSWR-37 ......... STA: 16+24.66, 0.00' ..... STA: 15+26.25, 0.00' .......................... STA: 12+75.62 0.00' , RIM: 2540.43.......... . RIM: 2542.89 " 8 IN: 2537.58 (W) ......................_........... .. " 8 OUT: 2536.10 (SW) ................. ..........RIM: 2543.00 ....... " .. . RIM: 2542.65 ...... 8" IN: 2535.40 (E) ........... ..... .................. .................. ...........RIM: 2541.58 .. 8 IN: 2534.30 (E) .. .. ...... 8" IN: 2533.20 (N) ............ 8" IN: 2533.20 (E) ..................................... 8" OUT: 2537.58(SE).................................................. ............................. ..........8 IN: 2535.88 (NE).................. " . _ _ . _ . _ .. 8 OUT: 2535.78 (W) 8 OUT: 2535.30 (W) ........ " 8 OUT: 2534.20 (W) ................................................ .......... . 8" OUT: 2533.10 (S) 2550 2545 2540 2535 2530 2525 07 2525 20+97 20+50 20+00 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 2545 2540 2535 2530 2545 2540 2535 2530 2525 2525 10+00 10+50 11+00 w J w LINE E co 0- O m F_ Q W r N 0 Q N ccs i U a) 0 11+50 12+0012+15 LINE E 2545 2540 2535 2530 ....................................... ....EXISTINO..0ROUND .......................... ........ ..........................@.. SEWER- -................................. . �- i �- . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 184.8 LF 8" ,O 0.61 ............................................................................................. ............................................................................................. ............................................................. MH PRE-SSWR-12 ........... MH PRE-SSWR-42 STA: 29+76.83, 0.00' STA: 10+25.00, 0.00' RIM: 2540.30 ........... RIM: 2539.26 .............................. 8" IN: 2534.72 (E) ........... ........... 8" OUT: 2535.85 (E) .............................. 8" IN: 2534.72 (W) ... :....... ...............................................................8" ... OUT: .....'2534762. ........(S) ............. 2525 10+00 10+50 11+00 11+50 LINE G 2545 2540 2535 2530 2525 12+00 12+39 HORZ 0 40 80 VERT 0 5 10 SCALE IN FEET co 0 ❑wZ� 1=- X cn W W 0uj :Da. 0 - uj 0 D UW00 c !q 0- NZZZ3: Zz7ODUW 3W(1)❑wZ a❑WZ30 QZO¢�0-W LL ¢ cr- wm ou)a uWiW0w�_ D2i_woo wL=CWZZz r G Z ¢ 0 Z F W O cn N ¢ E-Z'E-0. Q g ^Oar �(/) >- w¢ 0< -0Z ❑ Z UJ W J r p0- _w �ia3:s lo■e FILE : 10-16-077 PRE -PLAT JUB PROJ. #: 10-16-077 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONEINCH AT FULL SIZE, IF NOT ONE NCH SCALE ACCORDINGLY LAST UPDATED: 11/8/2016 SHEET NUMBER: O Z 0 0- > F_ Q W m O �.. o U) C) QIr `Z Ir z � � � < Q Q _ W w L.L ., r W W Z Q 0 - -W UJ r) cW G FILE : 10-16-077 PRE -PLAT JUB PROJ. #: 10-16-077 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONEINCH AT FULL SIZE, IF NOT ONE NCH SCALE ACCORDINGLY LAST UPDATED: 11/8/2016 SHEET NUMBER: