HomeMy WebLinkAbout1 - Preliminary Plat PROFOSIP LVIOSCARNG RRlfAlaN IXIST.WALFR_Mip SEW ._T9..HARRISON REALIGNED CENTERLWE OF
SEANCE.MEP-OMOIhRM7A S-9-------A-�----SWELL TIE 11LpP��N4�1S5 HARRISON STREET DE SR +PERI�RB TO D ADD iENPOPMY PROPOSED SANITARY LIFT /'�
IS71NC LOW
28'WIDE ASPFl4C R- FROM ro BE OWNED OP AND MAIM R-1 VAR �C\ '■■ /� '//�I TT SUBDIVISION,
\ •/►�j�� T TC\ T
STORK DRAINAGE BY THE
G SEATED, V U N V A N V V �J U V D J.V i�J.i..O , A PUD
SI�'♦J{(( M i-0 3600 NORTH TT6N cw AcaEDiwr ev clFtn"7r - -- -- - _ SINGLE FAMILY RESIDENTAIL c� c ro BY ifs SUNLWICE HOMEOWNERS ASSOC.INCLUOINO SINGLE FAMILY RESIDENTIAL
29 28 _._�_-- - WNOEhAFww6AW-----------------TIN=-2LATTF,P--QOIE2%LaF a aowav_- - - - IN VIEW ESTATES_- - ! SA ENTER RWDWAY 11NE E ASAS GRANTY 5'EW¢R(NNV"LINE EXISTING IDPHO °
_ IS AVAL40lE. POWER FINE
- I \ DO WATERLINE DRY AT FouNo BRAss CAP LOCATED IN A PORTION OF THE N 1/2 SE(.'TION 33 ir
I-` -H ----- - - - - _ 2�CP/623021 TOWNSHIP 10 SOUTH RANGE 17 EAST, BOISE REOEI VI_p C Zp
TIN
END PI AT BOUNDARY
28 MERIDIAN FALLS CO AHO 2017 M Z
BEGIN CURB,GUTTER&DETACHED I eot - sot 7,t OFFSTTE S •WATER, 4:1 ASPHALT i ---- - -- 8`26'22"E 137 4.42' AY 2 4 2017 Q W
\
ept �---- eot 5�lM TWIN UATI•Y ID y
SIDEWALK AT PROPERTY LINE W/Pm RAMP L \. �` R�{A S B.� gn(Z(1 OWVN AN Pr;EXIENS!INS:... g >Site Data G'n"OF L J H of
- f0a LO LOT 8- LEAi,7- LOf� LOT 5 4* 0 II \ BEGIN CURB, a-�7ANm i 'mot �c t '� tts't It
t ' OWNER SUNDANCE PARTNERS, LLC PRESSURE IRR.PUBLIC PRESSURIZED IRRIGATION WATER SHALL BE DELIVERED THROU ED �D�oFOUND BRASS CAP 66005E L * LOT 2'* `'LQ7 1 .I SIDEWALK AT PROPERTY LINE W/FEOCP 2003-00557f 8 66005E 95ds5F `� LOT 15 `i� LOT 16 66 •' LOi 23 foo YEAR OVII810W NrO GERALD MARTENS PUMP STATION LOCATED ON SITE. ALL DETAILS WILL BE IN ACCORDANCE WITH THE CITYCD m v)� i?4605F 1300T23 Ex15TNG DRAINAGE DRN 621 N. COLLEGE RD., STE. 100 OF TWIN FALLS STANDARDS AND DRAWINGS. COTF RESPONSIBLE FOR PI STATION. Q 00 n
L0 613 F 10'wIDE(%NICRETE B8(E PANT owt ¢t 'Ac,� I TWIN FALLS, ID 83301 STORM WATER STORM WATER SHALL BE DETAINED ON SITE IN RETENTION POND LOCATED IN TRACT A C 0 n
_ - ttt E5.`TO ACT AS VALLEY GUM FOR not t%t Y ��'� II 208-736-9294 i0 BE MAINTAINED BY THE CITY OF TWIN FALLS. "��U 0 m
�� orwucE nErREss slDexyx ra_ *� 4s oevN of surfs W T o
' \ —iwicrF-FCOw LINE, 3LLb 14 50;Rom' t s j q I ENGINEER: EHM ENGINEERS, INC. SEWER PUBLIC I a
•1`, OiF -aft „� t V �- be _ !LOT 17 8« LOT�2 J I ' l 621 N. COLLEGE RD., SUITE 100 WATER PUBLIC Q W Q X o
1 125E \� 9 \ I , '' foo' 1fo5tasF II 1 + II 1, TWIN FALLS, ID 83301 ROADWAYS SEE TYPICAL ROAD SECTIONS FOR WIDTHS AND RIGHT OF WAY REQUIREMENTS. W U'O_ M
fas: M\L07 11 :m LOT�1'\ LOT 1 LOT 1 LOT 1\ ,sst azoy II 208 734-4888 SETBACKS ALL BUILDING AND YARD SETBACKS WILL BE IN ACCORDANCE WITH THE W W_ c
((pp AT285i -�1095F 7963$�. ISF F - * L07.13 -* I ( ) J TO
I 6S� Iasi 4 ttst \ � I� ••�\ t t t i II �. EXISTING USE: AGRICULTURAL PUD AGREEMENT. ����t
t \� �\ - $ f I PROPOSED USE: 446 SINGLE FAMILY RESIDENTIAL LOTS, 1 CITY EASEMENTS A 15' WIDE UTILITY, DRAINAGE, & RETENTION EASEMENT WILL BE RESERVED ALONG Q 0 J a.
C 1 �'LQT 2 \LOT 11 LO F 1�OLX� 1 \ ` Oi 18- L07 19-«LOT LOT 21 11 \ Pf ACCESS LOT, 1 PARK RETENTION PRESSURE ALL LOT FRONTAGES. NOTE OTHER EASEMENTS SHOWN ON FACE OF PRELIMINARY a E
\LOT 2 .Iw R-1, AR\ `, .s �10T 12 /I-�� 7o725Y$ ro 8 1 / / W LL n z
�„LCP 5 � - ° 81055E 8 y1,TOSF 6000sT * 924 I Ii- SEW ERPUMP STATION TRACT, 2 BIKE PATH TRACTS, PLAT. ALL EASEMENTS& SETBACKS SHALL CONFORM TO TWIN FALLS ZONING ORDINANCE. W IL n v
R-4 I t85f`.« 1os't foss f `\fos': P SINGE•FAMIL RESIDENCE, P L'
SKYLANE MOBILE HOME PARK - t a UN-P TIED\ \ FH s ss. Art sst \`3 qL U 11 ! 1 CANAL& P.I. TRACT, AND 2 COULEE TRACTS. ALL LOTS ARE CONCEPTUAL AND ARE SUBJECT i0 CHANGE IN FINAL PLAT = Z Z Z 0oj
UN-PLATTED He`FH Lo OF F _ 'LQ6 T 10 LOT �T 3`� ,I,BEAA 41• A` •\ * 1'11�,* A IK = 117.42 ACRES TOTAL NAMES STREET NAMES AS SHOWN ARE TEMPORARY AND SHALL BE NAMED ACCORDING z _a�
*1\5302TSA ab't ost m ,� bL305F .i� R/W 3 6tSf SroE LANE ) BOO�SF n \\ II EXISTING ZONE: R-2 PUD i0 TWIN FALLS ZONING ORDINANCE PRIOR 70 RECORDATION OF FINAL PLAT Z N 3=
I'• 1 TRACT I PROPOSED ZONE:NO CHANGE NOTES: LANDSCAPING STRIPS WILL BE MAINTAINED BY A COMMON AREA MAINTENANCE(CAM) III(O rL w
v t FH 19/&51SF \ I
1 1 t - \(.0T 4 L07 9 LpTY LOT Iw g I \ LOT f0 g ° +• \I VARIANCE: NONE AGREEMENT BETWEEN HOMEOWNERS AND THE CITY OF TWIN FALLS PER CC&R'S.
L i 7 - - 6 54ossF\ 8131,E I V A S V 6 \ 47 OGRE, ra I'•BENCHMARK: SHOWN
FQM0Yf IXISTINC IRR AFTER
1 S.RASF\ fos't fos\i 1os fast \ , \.RE-ROunNG ONTO \ L07 1.", L07 2 LOT 3' LOT 4 \ J2s AGFES Noi I `1 Le end
P H 8 I OMTIERS TO ART. arty - 80055E ,68855E- SF A 70SF ' N
I UTILITIES:
UTILITIES WILL BE LOCATED g
COT 8 LOT 5 LOT 8 LG,T 5 / \« �' ' II UNDERGROUND AND SHALL INCLUDE PROPERTY BOUNDARY
610 QA05SF 640,,E s'• ez 5 7 { t t t \ * L� R PACcRp0KT7FFxxp(A,7�B�ERRDEwcATEo`jo I I IDAHO POWER, QWEST, NATURAL GAS, _____ LOT LINE
,ob' •t `. fos' \ f4at `.\ �'t` nm't lot ` 6 POC\ \ NSTALLS\CR �b II --------- ROADWAY CENTERLINE
_ Fl7 AND CABLE ONE EASEMENT
f \20T 7 _ LOT 6 LOi 7 C 7 6 L07 B LOT'1" \ ( t \ ` \ I 125D STORM DRAIN LINE & SIZE
I LOT 9SMSF Q T9 LOT 2 L0r�3,; LOr 4,M 10T 5* LOi 6•* L07 7* 'L T 8 L i 7 L i b 01HER R \ I
8OW �765F $ 8261SF 82615E 1119p5F I � I, I 87015F�,,^ 75195E= 6119s; 6t155F' 64005F� 74495E- 74345E� LO 8 Q � Q Q L T 5 - RESA6NSX8lElY Or ply OF 1 6W WATER LINE & SIZE
i3 I 63665E 7 706(sE I Retention Calculations es <— SEWER LINE, SIZE, & FLOW DIRECTION
NJOCK 5 \ + H \ g \ 08 \TWA Faun I
-^ + as't ,o7t�•. ` 5rt� 449 SINGLE FAMILY LOTS FOR STORM WATER RETENTION 177 ACRES 4rs PRESSURE SEWER LINE & SIZE
331E LOT 10 �* n, I t II RETENTION TO BE LOCATED IN NORTH EAST CORNER OF PROPERTY 4RI PRESSURE IRRIGATION LINE & SIZE
Ili 6333SF\ '-" 1° ,� I I cRAv GRAVITY IRRIGATION
\ \ II TOTAL LOT IMPERVIOUS:3,714,374 SF x 0.42 z 1.6/12 x 95%= 197605 c.f. - 4" SEWER SERVICE
sr 7a t •t aa' ea \ w ss' @9 1 7A t 'Bh.� 11 TOTAL LOT LANDSCAPED:3,714,374 SF x 0.58 x 1.6/12 x 25X= 71811 c.f. - 1" WATER SERVICE
*I 3 FH E I F \ °a ea s4 ar I Y FIRE HYDRANT
,.I LOT if \ TOTAL ROADWAY&SIDEWALK&BIKEPATH: 1,120,729 SF x 1.6/12 x 95X- 141959 c.f.
V « LOT f L07 2 LOT 3 LOT 4 LOT 5 LOT 6 g + OS SEWER MANHOLE
sb36sT ! 1 LOH7\s E 2N " LOi „� LOT 910T f0 « \ \ I MISCELLANEOUS LANDSCAPING BETWEEN Eat&R/W,TRACTS,COLLECTORS DETACHED SIDEWALKS
8470,E 7osF Y5555F 665,E ss7osF LOT 8 _,LOT 9 g L07 10 TOT 1« T 2 LOT 3 73125E M F o' coNCRETE F PAIN I STORM DRAIN MANHOLE
1 , `Z\ 7asF '�6 70SF 'Q11BSF -55385A R M 72275E 6t B 61805E- 81g45 76921T N 4 LOT 14*— 15s� LDT 1� pARK PLACES�Ow:R I ISLAND LANDSCAPING,ETC.:279,528 SF x 1.6/12 x 25X= 9318 c.f. p GRAVITY IRRIGATION STRUCTURE
_ \ •t n LOT 13' 81075E 75I45F- B�ISF - I
LpT iy`- «`� �` v 6 �V v ( \ 10 �� 4aw2.SF unuuEs I TOTAL PREDEVELPOMFM ALLOWANCE:5,114,841 SF x 1.6/12 x-35X= -238,683 c.f. IRRIGATION RISER
in �'t 'A ro'F ` I 7 714 A 6rt \ sa R.W. VALVE
s \ eat sst f t TOTAL RETENTION REQUIRED FOR THIS DEVELOPMENT= 190,494 c.f.
ort ert t \ P S B 7 '� i L•T 8 \ \ t m DRAINAGE
•� •\ t , P A S B 3 1 - .,pTT I w)3� M' * C05f I TOTAL RETENTION PROVIDED AS SHOWN= 190,494 c.f. CATCH BASIN
LOT 20 II ----'�� \�-Or> \ * * \ \ TELEPHONE RISER
LOT 13 8781¢F LOi 18. LD7 17- LOi 16 LOi 15'LOT 14a L0T 13" LOT 12•* LOT 111- «-L7 9 60T 7 L LOT 11 yAt \, Lor 1� Lor 2* * L i 3 11 Abbreviations
7 86Y 92f55f 75385E- 62705E.- 62705T 6110 _ 62705�- 87925E- BIMST II 60Mt 1288M 6SF 88225E 12 SF
Ia>t a LOT 17, - ADDT ADDITIONAL PI PRESSURE IRRIGATION 56' t-d- 1s'FASEAIENr-^{
q \ FH I 1� 0 '� V L0� fosoSSF \ AI/AR AIR INJEC770N/AIR RELIEF PITC POINT pF INTERSECTION TOP OF CURB
LOT 14« 'Oi 19 16 ° t \ \ I I \ W BLOW OFF R.W. RESILIENT WEDGE 2'FOC 19.5' - '-SW
_ •\ v 26sF 82 +++_ sss _ t h• t P S B LOT 2Q �1 F sir• ` ISI' CB CATCH BASIN R/W RIGHT OF WAY T n
\ * ` EO REQUIRED
LOi 6 LOT 21 72oosF\ ar \ 87S'� enT75F Ir CCL COU LENTER LIUSTER I�NOEX UNIT REQ'TS REQUIREMENTS `'}1
\, LOT 15 t t 7o t t m't t •t zst s WI �^ 74035E .
- \ �60865F, � � L i 22 -� I EXISTNG tD'mA1lo POWER CONST. CONSTRUCT RT. RIGHT STD.cu1TB
T' \ So FASDAENT NST 1972624 C.O.TF. CITY OF TWIN FALLS SF SQUARE FOOT &GUTTER
\ k. LOT 23 3L ASPHALT ANT-1 2'
LOT 16 ALOT 5 LOT 6� LOT 7 LOT
8 Oi 9 LOT"'iP I� -� i f L07 2' L0�3� 6LNSF LANE t `� v •t�., 52't �t �' ss I C.Y. CUBIC YARD SS SANITARY SEWER PLANT MIX ONLY LANDSCAPE srew aWlam a
A!. spy • f6pu5F 7wasF 6ssssF 642osr osF enau`.I I 7 n52sF LOT 24 y A \ s�Oi 5 EA EDGE OF ASPHALT T. TEMPORARY BENCH MARK Y3•-3/4• �aP�MauC.:T,nFirR
7oWSA t LOT 14 Oi 15 Oi 16 *L07 17 •/� ELEV ELEVATION 7FCC. TWIN FALLS CANAL COMPANY
LOT 13 I, \« COMPACTED SUBCRADE
OT 25 \, -BOaasF SF ,74145E' FOQ FACE OF CURB TOC TOP OF CURB
t f sr3 srt 1 `.I 'ISF 6'WIDE CM SIDEWa1x PER
t JNt \ LOT 12 FH FIRE HYDRAW TRANS. TRANSITION
71235F, I s""EIETNL oVIW z'cRAw.
w775F �� fi0O0y � :R t�� °F't J°' LOi 6 I R-1 VAR G.B. GRADE BREAK TRC TOP OF ROLLED CURB T ical Roadwa Section � ..�
`LOT 17 .M 70005E"3s sst UN-PLATTED IRR. IRRIGATION TVC TOP OF VERTICAL.OR 3sao NORTH 11tS
1 a nt u't ar 3DSF \ AGRICULTURAL INV. INVERT" TYP TYPICAL r5q�r Lor n, ,r YP Y
Of 15 LOT U�*LOT 13*LOi l2* LOi I1 -L030' LOT 2 �lAi 28 69)1jF `� \LOT IO />�
LOi 19 2ISF 225E ' 642�'`��I� 75995E 5ffiosr LF LINEAR FOOT HIGHHACK CURB
FH z>� Lor 9 L� L!)T z1- L z lAi 19- r 18 A LT. LEFT VG WALLET'GUTTER
79t M N.T.S. NOT 70 SCALE WM WATER METER 3s' t-°t- GwTERUNE 39' L-of-
+ /4•'a' er: : ert I LOT 8\ \ Lp 6250� \ HW SF LOT 7 1 O
61 7$' °0°S7F - %.,\, \ F II {�AI1` zss'Foc 15.5'FOC
$6ppp5F a t ss't g - I 11 TO SW 24'LG &'LG TO SW
v �• 6. ` LOT6 \ P A38 LOi 25
PROPOSED aRE55URE A\�` v. t r ay t t t 4V t ,nr c V t +,, - 60SF F t f Crown
MANruwm ar nff cnr aF TWIN FAus / �� �� LOT 21 v ° 1oT 26 1
LOT 17(NON-BUA1N8<L7 ro CRY TO \ 4VV � � -� - 2 1 2'A'MZT - _
PROVIDE accar( Puo v� vti '� F�{ -LOT 2 "LOT 3 LOT 4 « LOT 5� 2 T I °LOT 1 'LOT 3 tiLOT 44 L07�7 -1 10w srD.cuee
�.. '\ W L01 ZL -70505R 70505E =1141F�, 7 72 7\ \ s�B FTFRIRE t\ LOT 2 . � - t t t �FOR PLwr u NLYwr 1 z' R uNDSruE sir OWNED BrLLLOT 1 \ t 91 I 20 112'-J/4'TYPE 1 AGCR HOA AND AWNTAINED BY C MPHA 4 -. T V I BUILT TO COLLECTOR PACIED SUBGRAOE AFTER DEYflDPER INSTALLSert f e6Y mt LOT 30V-72 F �Dj� t V 73SF L A� OS.STUB UnunEs
L0 V -\ i e ^ I \ \v LOT 3f -&row \ Loiv 4" loj 75 L r is- Q7 1 \�Lor�sA t �I , Typical Roadway Section GRASS AND SPRINKLER sTstEu.
OT 9 1 M PORTION OF GAGE AVEIM
107 34 LOT 33- - 52e6�� 7 F � NOTE: SEE PLAN MEW FOR FULL WIDTH LOCATION. GAGE AVOYUE WILL BE CONSTRUCTED PER LOCAL STREET SECTION EST OF HARRISON STREET. . ` -
• b3 LOT 32- 97525E A' :OT 8 Lor 7' Lb[6 - I 205E �' 'f GRANRY IRRIGATION CENIERIINE
y 5E 0.505E 93I45F I IT" 8t705f •t sst 60't saY\ _ SAME LOCA71N AS II,, 41' ht-of- 39' t-of-W
60355E \, LO7 i w t I�''�I�'15'KUH SM
��1157NICAU.Y DELIVERED ''II ,
•M•
7YP BWH SIIXS
0'BINS PA 15.5'FOC 25.5'FDC
t t eO•t _ % °a y 605E LOT 21`u L07 2 _ NE SIDE NLY TO SIN0C 24 LO .5'LC 10 9W
` a;�,•� LOi 25 0 L07 f0..� Lpi 22 po18SF 70DUSF iuq 8 I 0 �I & Crown
sios FH SLOT 9 7zsosF
SLOT 8 K-,2605E \ 1A$1 23 PIPE COULEE AT STREET s'WIDE GONG.SIDEWALK PER
All �✓ 6a't 't 55't \ ISP WIDE TAIL R PAIN PLR 2 1 1'ASPN1Li MAT-12 STD.CURB
ti iADei6 , FH 1 t * LOT 7 Y26asF L T 24 F 9 LOT LINES sPwc DETAIL ovfR 2'GRAVEL PLANT MUf oNLr &currErs
_ t r 4 AND ALONG ISPWC DETAIL OVER 2'GRAVEL
�i'V I 72s05/ LOr 2 HOAANDLANDSCAPE mrw OWNED BY
A
9` �� TAT 27 �.OT 2 LOT 2 OT 30 R L°r9 6 e6 H 8 0° t, A t t 20 f/2'-3/4'TYPE 1 AGCR. AFT AND MNMNNm BY cw
\V 103195E 7052,E 70 8727SF' r LOT LOr 26 t ' ✓ C04PACfED sUBCRAOE GRASS AE'D SPRAIN LEER SYSTEM5
1 8911895T 72MV Tor 3 L09 t _Lot zA 6aaasF; ; o Typical Roadway Section GRASS ND SPRNKFR .
EDGE a GRAYIl MARTQLVICE I�; +i STREET WID AND R Of,
1✓ ,�LOr 28 r-^ �i 16- 0 1 0T 1 , g t1 I NORTHERN PORTION OF HARRISON STREET z•�
RCAD FN EDW LINE CANAL 76't i WAYjTRANS / .fit °dt LOT j 7 NOTE SEE PLAN NEW FOR FULL MOTH LOCATION HARRISON STREET WILL ONLY BE 112 WIDTH FROM 360ON TO 500'SOUTH AND CNSTRULTED PER THE LOGY. IIITTT
\ t Art sr 754 4 srt so't art 16t y; L 00 SF _ STREET SECTILWI SOUTH OF GAGE AVENUE
50'FROM TOE OF SLOPE CANAL �� I LOT 30$a0665F L07 f 4 N 50'Right-of-WayV
AG ZONE COMPANY SETBACK `� h I � 60005fi 7 /� - L� 15'EASEMENT V
AGRICULTURAL '`�, * L0�34 LOT 33 'pi 'LOi 311 1 '� LOT 31 j ep _ .� BOTH 9DESA q
UN-PLATTED N23'trT2'W`. y 1022 ISF 702 8727SF *LO7 36 'Of 35=LOT 34 L01 33 LOT 3 65145E i 25'Right-of-Way 25'Right-of-Way
II i 1 7 145E -6060,E -6oaDSF 63z35i
Q, I 4+ 1" LOT 1 I x
0 � W 200' \ \ `� + � °1� t s7t i3 1 L07 f0,.��/ p1t LOT 11 LOT 10 L 7 9 Lbi 7 I* a 24 Rolled Curb, 18'Face of Cu 18'Face of Curb
Scale Ea g Kfr3s'4a w 1 « r _ TOT 9 s000st BOOM 72zosF Gutter&S'walk. 16.5'L of Gutter 11rr
�''I. - tdt LOT 22 Right p Face of 24'Rolled Curb
I . ° Left&R'ht
Ii�'I ICI LOi 35 t L07�8 80005E ci• ovER t mt .4A Crown Flow Une� 2;1 Max Slope
6O30sF « Transitions Per
Benchmark 4 \67 t t t t LOT 7 � 7000W LOT 8 I — Construction PIa s 2.5E 2.5X ❑p of Gutter
NraTors a• � ■ I A ' 60LDSF � � ��_ OT 24
', Lor 6'' sdt 600a5F--. x Z, Z.
CRY OF TWIN FALLS BENCH MARK NUMBER 'l ' 1 I `LOT 2 L T 1 1 1OT i- LOT 2-*LOT 3 LOT 4
I I OAST soSOSF-6oa9sF 7masF ..... As ha8 molt-1 2 2
3599-2906. NE BOLT ON FIRE HYDRANT, 1 j LOi 36 « ,78725E 7e72 IV s � t ' F ' t %• I
SOUTH WEST CORNER OF 3600 NORTH AND / �,, /� ,079,E m `� 1 1 A LQT 26 - u4 FH LOT 9 1 / P / U
I 60005E 1 1 Pont Mix Only
SKYLANE ELEVATION=3919.81 NI6Nf5'uY s / r •, - - � 1 7st t °dt ��� ooas L07 17 Or f8'« a' 8'-3/4"TYPE 1 AWE.Per COTE Standards
r``- -- - - r-•_• :L07 28 - "10T 16' 76265E _ F
6 T ical Interior Roadwa Section sD rode cam Red to 95X Max De \�rL
LOT 3 n't e7 set art N: * L ` 9 s�- H 10T i 6 V LOT io I* W Y 69 p�
W-23'4s, / sw LO 37 �120/.SSF IT" / 7 3' L0i 14 6lzretP t 't 72335E LocAi STREET,
GPANTY IRRIGATION PIPING ro RE-ROUTE C .� 61'IOSF_ 63t
I
EXISTING RUWARM LATERAL SIZED FOR % _ ..I LOT 36 Lpr 35 LOT 34 L07 33 0T 32 (0T 1� L07 13 ', \fit,� DO NOT SCALE DRAWINGS
APPROPRL47E WATER SHARES. \' / LOT 4 }174145E ,r000sri 6I s •..1.0 1O O7 19 �+ LOi I b OREGON CNIRACTN SHALL VERIFY ALL
,7 Lor 38 - Lsff 81605E 7 TRAIL ELEM.
N4T44'1 131.00' 89475E �+• 11 25F 1 t Lp t `OT 2 K 77435E 1 THE JOBIMM SITE AND DIMENSIONS
NOTIFY NHEAT
EX6RFIG CANAL COMPANY H i/ _ t y3t LOT 10 LOT Z2 4� I MENSIONAL
ERRORS,OM OF ISSIONS.OR OIS-
OT T CREFANCIES BEFORE BEGINNING
CATE STRUCTURE /S' LO 39 H « LOT 19 /- 6D 6I105F t � -`jpt405F3 L�sF '1« OR FABRICATING ANY WORK.
/ S OT 5 33 1 -IR cA N D LOT 8 - m .rFFt LOT 14
E8355F ry _ 71565E ,205E FH t;s a
6 \ iNxITJNO I_N IRRICA7IN PIPE
N36'O3 LOT 40 T LO}2- LOT 3- LOT 7 tt LOT 2 t �aaaa
` 73WSF TOT 4- Oi 5• LOi 6 1205E OCT. 27, 08 T. VITEK
6120SF 6120SF 71105E 62615E HAS LOi 26L 2 t LOi 1 LOT 13 I LATEST PRE-PLAT
10TL 41 •Px 7susi 1 /�• \ u1t 1AT-7 t `-LOT 17 7T9d5F loons I I ORCHARD NE WEST :
LOi 28 612 t--- 68105E 1 't I/ ORCHARD DR. EAST LOT SIZES TO POKE&
61205F dt LOi}6 CITY LETTER OCT. 13
.6nI5f __ t L07 15 �
s „a
7. "''L 17 I i LOT f 99
`- , LOT 3O L� m - e00sE__ 70005E CVILSCIENCE 6, 208 DER
14 �.OT LOT 3 T 3 LOT 33 LOT 32 LOi 31* sd - ---LOT" 14 - t L0 I ,� SEPT.EP26
NN135'06 CIII• l 1 \. .r, "' 175645E 61205E 6I205F 74595E dt t t L60005F 6000SF bpz 64t LOT 21 « * %1 OCAPRT. 7,
7, 2009,9TCV S
I a �
so• / 0 P H 9 e S 'TRW'„ t" "- I2 nrt I FEB. 2017 TCV
�� - • LOT 16' SaoDSF LOT 20 i
LOT iJ LOT"22 _ � w.
5oaosr LOT 23 secosF
I I Lai 43 % t3t't -----L07 10. t__ _k,5o7sE PHA P 1 LQr 15 � �
\\ 6g585F LOT 9 \ I H LOT 9 AoOosF LOT 24 - st 8 15F
Nr5r56 3.31' LOT 2F 50'RII - m
113695E 1.07 f5 ,� 11 LO 8 t o
`\I tatsss LOi 1 LOT"'2 L07 3 L07 4- LOi 5 LOT 6 LOi 7 763ISF
\ Lor 14 51205E 61205E SIM 61375F 75175E - t 2 t z
FH28
N2ss14e L53 LO 44 L0 1U 1ss857S4=F ( LI P w 'i Lbar' iibiy LOT 25
n7Q4 — �fDos9s
H 8 F 4 ---- BLIOC
-
TRACT F FROM CENTERLINE OF CAtA. ,, LOT IS
BACK PROPERTY LINES ro BE OWNED AND \
`4O"if1 T 12 LOT 13_^ ILOT 37 LOT 36t6KWSF
T 35•'LOT 34•' Oi 33i<•LOT 32i.'-LOT 31- -LOT 30-- I -'1427ssr '` �i33
W1IMAINED BY Tiff iWNI FALLS CANALexwsF 5 7a7SF 1 I 1 741�SF 50405E 6 60955E 611,5E 93WSF ia483sF - OY 27` , LOi 26 LOT 2 LOi 1
COMPANY N FIOMEONWER'S ASSOI2471N. \ 3
o LdT 46 \ IONISE 90405�-- I 53885E Iq(745F
(No w REQUIRED.cu carewr �� i FH ^ H
RESPONSIBLE FOR WEED CNWOL). i� t ,g I / ATER N saw
g s7t ATER N
ADJACENT DEVELOPMENT. 3800 NORTH RD.
EDGE OF CRAVfl.MNNIEINNCE COVE\\� `8076Sf t t - STUB ROAD FOR FUTURE 3600 NORM RD. w STAFF
ROAD FOR LOW TINE CAHV. \� L \ \. t t 3 _ t 1f4 STUB UTILITIES DRY. N N DR.
t INSTALL 2 BARRICADES. m APRIL,2008
\� F v Av Low v FH LOT s4 - Lor ss Lor 57 « _ FH
\ C° LOT'49?; LOTS ' LOT�l OT 52 L T 53� ss F LOT,5" 56 LOi.58
corRERLINE of Low NE CANAL 9 �� \ . 6,,65E 65T8u LOT 5 L07 60 LOT 61* TAT 62 LOt 63 LOT 64 - L07 65 Oi 66 LOT 67 * LOi 68 LOW LINE CANAL NOTES: ALSO PROPERTY BOND/RY \ ti \� n635F 72065E 65285E BS 9 63005E' >; LOT 69 / SHOWN
9( :�\\\�, es't xsz 88545E 78365E 83195f 10001sv = - - c L Sr.
THE TWIN FALLS CANAL COMPANY(TFCC)HAS WATER CONVEYANCE FACILITIES \ t 7s� art t /mAcr• - -. l00025F <oA•
IN THE AREA, INCLUDING THE LOW LINE CANAL. THE LOT OWNERS AGREE TO ._,. --- ^ bA•E- "` 70-15MASTER
INDEMNIFY AND HOLD TFCC, ITS OFFICERS, DIRECTORS AND EMPLOYEES, AS WELL ---- --
AS THE CITY OF TWIN FALLS, HARMLESS FROM ANY CLAIM, INCLUDING ANY CLAIMS / I ,N _ mt 1
OF ANY THIRD PARTY, CLAIMING INJURY OR DAMAGE BY REASON OF THE DIVERSION ////7 1 1 , R-1 VAR LNTERSL R RO I��`� A, 2 N° 70-15
AND DELIVERY OF WATER THROUGH THE WATER CONVEYANCE FACILITIES, AND ANY 7 PEWS TO INVE ANOTHER A -- -- ---- ---- N.T.S.
OPERATION AND MAINTENANCE OF THE WATER CONVEYANCE FACILITIES, INCLUDING ( < \� \U _ GROSSING of ME Law LINE TRAcr - �, ROADWAY FOR NEIGHBORS SINGLE FAMILY VRESIDENTIAL
THE LOW LINE CANAL. \ \ - 1' TWIN FALLS,�AHO
50'fRoiF \s(� FHN K i 50'FROM TO cOF SLO SLOPE
UN-PLATTED PRE-PLAT
DIRECT ACCESS TO THE TWIN FALLS CANAL COMPANY LOW LINE CANAL FROM �\ M Vicinity
INDIVIDUAL LOTS WILL NOT BE ALLOWED. 1A 11 r--