HomeMy WebLinkAboutPreliminary Plat Sundance Subdivison, A PUD PROPOSED LANDSCAPING IRRIGATION EXTEND WATER AND SEWER TO FW2RISON CENTERLINE OF HARRISON DFP LNDSCAPING AND ADD CENTERLINE OF BRARWOOD LONE
SERVICE.COTF TO MAINTAIN LANDSCAPING STREET TIE IN POINTS TO NORTH _ IENPOR4RV PROPOSED SANITARY LIFT STATION W PROPOSED CURB'GUTTER,@ DETACHED AFTER DEVELOPER INSTALLS PI PIPING R-4 EXISTING 28'WIDE ASPHALT ROADWAY REAL POINT OF S PPEft IN CURB TO / _ SUN DANCE �u-� SLC3�I VISION
SIDEWAIK ADACEM TO 3600 NORM AND CRASS.SLEEVE UNDER APPROACH VACANT WTRIOUT CURB,GUTTER OR SIDEWAIX BEGINNING R STORM DRAINAGE FROM FENCING i0 BE OWNED,OPERATED.AND MMNTAINED R-1 VAR
N88'2S'32"W- _-- --- _-_ EITHER SIDE OF R04DWar.SI L�.- / / SINGLE UNMIPY pIDENTAIL _ BY THE SUNDANCE HOMEOWNERS Assoc.INCLUDING EXISTING IDAHO POWER
29 28 PRESsuRE utR UN PLATTED FOUND 1 2'RFHAR cuL D-sac ro ENTER RDADwar SINGLE FAMILY RESIDENTIAL
PRESSURE LINE TO HARRISON PRESSTO
STREET GRAVITY LINE MOUNTAIN VIEW ESTATES
___._ EWER IS AVAILABLE LINE
32 33 1760:: - _ , - _ ..__ �PI AT BOUNDARY FWND BRASS GP LOCATED IN A PORTION OF THE N 1/2 SECTION 33 R EC 2 v
g-<y - -.n _ _-_ -___ __ - _ ___ _ -- _ _ _. END WATERLINE DKY Ai �CP 1623021 W 0
CWROINA '
wDH cm of nvw --- - BDO6xm 28 2� DE!'0 5 2016 C Z 0
BEGIN CURB,GUTTER 8 DETACHED asz J ; MI 1J5't yt'� Bgt _ 20:1'ASPH4L7 i .v --__---- -- _ 1314.42 MERID r FAITS COUNTY AHO 2M CITY OF TWIN FALLS
: `J � WNSI-IIp 1�IN SOUTH RANGEU�7 EID r
,s' - eB•t ert rot J I oFFsr1E sEWE WATER,sroRM 4:1 asPHur TAPER — 33 34 Q
TO BOISE
SIDEWALK AT PROPERTY LINE W/PIED RAMP « ,r "' ONO.BIKE PATH '`. �� DIWN AN Pf�EXTENSI0N5:.� - ENGINEEpING C_--T W
86685E LOT 7 TRA i:6.....CUL- -SAC\ LQ 3 aI 1 ,\ ., BEGIN CURB.GUTTER 8f)€TACHED Tat .t _ .:Site Data L J
g LOT 1\
FOUND BRASS CAP I OT 9 ` 7987sF LOT ti etas, TRACT 8. `\ 1Jr: OWNER SUNDANCE PARTNERS, LLC PRESSURE IRR.PUBLIC PRESSURIZED IRRIGATION WATER SHALL BE DELIVERED THROUGH A PRESSURIZED 00
CP 2003-005571 ua! g630y5F 5p6p a�ts� '-_7f5fsF -LOT 2';''LOT 1 I- sloEwM.K AT PROPERTY LINE w/Pm RAMP 1sDnF �t - GERALD MARTENS PUMP STATION LOCATED ON SITE. ALL DETAILS WILL BE IN ACCORDANCE WITH THE CITY
I. IAA. }•# 35 slsF - s7293F I I LDi f5 '� LOT 1 '*yJ g •� I 100,•FA.R oYERTLOw INro � �1 U)19
-\ � '� I29265� '�4oi 23 EXISTING DRAINAGE DITCH 621 N. COLLEGE RD., STE. 100 OF TWIN FALLS STANDARDS AND DRAWINGS. COTF RESPONSIBLE FOR PI STATION. ¢ 10 a
` LOT
-..L07 f0�* LOT 8 ".ea t �. mt 24'Foc�, ',WiDE CONC�RETEEGPOVER }it 'wr .-,✓ '333525F TWIN FALLS, 10 83301 STORM WATER STORM WATER SHALL BE DETAINED ON S1TE IN RETENTION POND LOCATED IN TRACT A n
6309�i _ 100495E �\ \\\ lm1. 'TO ACT FORtr't L.
P M oR.VN4GE.DEPRESSS�OEwA(>( I .=L� � * R * _� I 208-736-9294 TO BE MAINTAINED BY THE CITY OF TWIN FALLS. Uj 00
Uj
..« o > tsa'3 ENGINEER: EHM ENGINEERS, INC. SEWER PUBLIC I N
12SF _ L07 f�-it LOT 12 : J',;. tit n J, 1�FUu-K,DYM APPROACH w/m:{i u(' , e 10fi2 17 LOT 22 621 N. COLLEGE RD., SUITE 100 WATER PUBLIC C W Q x o
BACK ro{ROADWAY WIDTH. cooRDI TES\ torn 3 11250SF TWIN FALLS, ID 83301 ROADWAYS SEE TYPICAL ROAD SECTIONS FOR WIDTHS AND RIGHT OF WAY REQUIREMENTS. W C 0 0
n LOT 3Q * `,.LOT 31 n I_II �. w/NEIGHBOR FOR'aSEMENT OR I OF\ w., Isst / 208 734-4888 SETBACKS ALL BUILDING AND YARD SETBACKS WILL BE IN ACCORDANCE WITH THE W E
LOT 4 \. ,p9490A�u ''10" 5 .,\LOT 42 .r 'WAY DEDICATION FOR RdAD..WIDENINC:FlNAL ` $.,LOT...,13 ,*e T5't t :'so4 :'.9o't ( , W J
LOr 1.�' " `° >; 98I ISF\I" o PUT'aPLICA71O FORnROENr oN EAS Nr ^', EXISTING USE: AGRICULTURAL PUD AGREEMENT. J i)m r
DTT> ,a LOT 14, * ttat., Lh 1
* - o� BEING IN PLACE e cWsr.ofARr. PR, \ M / 1 PROPOSED USE: 448 SINGLE FAMILY RESIDENTIAL LOTS, 1 CITY EASEMENTS A 15' WIDE UTILITY, DRAINAGE, & RETENTION EASEMENT WILL BE RESERVED ALONG W a
ro Fuu xiDnT. ,-L0T18 LOT f9$ LOT�20'g LOT 21 * II PI LOT, 1 PARK RETENTION PRESSURE SEWER PUMP ALL LOT FRONTAGES. NOTE OTHER EASEMENTS SHOWN ON FACE OF PRELIMINARY W C Q n
R-4 `.--.LOT'S \ * 'LOT 29 �k* LO 2 " I R 1 ARC 2 ,LOT�12 76165F' 76 g / /
ellesr * LOi 15 g* LOT 16. 61585E 807 LOi 41 3 SINGLE.FAMIL RESIDENCL soaDSF 6 STATION TRACT, 4 BIKE PATH TRACTS, 1 CANAL PLAT. ALL EASEMENTS &SETBACKS SHALL CONFORM TO TWIN FALLS ZONING ORDINANCE. W •L n m
SKYLANE MOBILE HOME PARK 3 w-`7I . I it UN-P TTED '.� W ., TRACT, 1 COULEE TRACT, AND 1 PRESSURE ALL LOTS ARE CONCEPTUAL AND ARE SUBJECT TO CHANGE IN FINAL PLAT Z ca
UN-PLATTED I •t - 6 - 4M� 9t't.. t•t @ I ,f ,abt r t ti i•.. 7rt \ 4 3 II = Z Z o
�!� L0 6 -- - x•, \ewi a' �„ I( IRRIGATION LOT NAMES STREET NAMES AS SHOWN ARE TEMPORARY AND SHALL BE NAMED ACCORDING Na
fI�wsfsr * LOT 18 P x I o (J) 61005F I = 117.42 ACRES TOTAL TO TWIN FALLS ZONING ORDINANCE PRIOR TO RECORDATION OF FINAL PLAT Z N i I
LOT I7 L 7 28 LOT 33 \ L07 4TnL" 1 EXISTING ZONE: R-2 PUD NOTES: W(D -a w
ANY CONSTRUCTION SUCH AS FENCES ETC. loot _`j8665F t A 741*_« 71�SF 'I \ TRACT:A
_ A s \ t �7F�'� * LOT 10 E '��` Jrw �'\ mxuv `I - PROPOSED ZONE:NO CHANGE Le en
RUCm WITHIN DUE
EASEMENT REQUIRING L07 7 �' A69 ACRES TAL
REPLACEMENT DUE ro WATER LINE MAINTENANCE �� 45)\ * LOT 19 � `. L07 T3� <@. \ � REMOVE E%ISTING IRR D AFTER 60005E � � i VARIANCE: NONE
* LOT T7.a LOi 34 Oi 39 36 R/W RE-ROUTING ONTO P ERIIES. t \� '• 3.64 ACRES ROT 1 LUDIN I` PROPERTY BOUNDARY
�k L \__ L07 L'* LOT 2* LOT 3' \ LOT LINE
OR REPAIR SHALL BE THE RESPONSIBILITY OF N '�80785E �,77215F 77215E - \77215F ISF .. I I :HOMEOWNERS i0 MAIN. � � toot� E '� S LOT 4 y, \ RET(NTION D 1 ',BENCHMARK: SHOWN
rn * t�.t \ 81025E .72975E' 72935E' 85815E N
THE LOT OWNERS. o w I,r� Art � ' UTILITIES: UTILITIES WILL BE LOCATED
S89'00'22" 501.05' L07 9 ��6s n• PARK BE DEDICATED Io II UNDERGROUND AND SHALL INCLUDE ------- EASEMENT
G LO 8 $ >9't 7o't star ert t 9at � � II ---- ROADWAY CENTERLINE
t 6r\t .\ Bo't WY Bo'3 _370't Nt B 9965E \ et COCF AFTER DEVIIOPEft b 121SD STORM DRAIN LINE & SIZE
W 672
R INSTAL(S GRASS AND 11 IDAHO POWER, OWEST, NATURAL GAS, sw WATER LINE & SIZE
tll I 3 *LOT 20 aLOT 2Ie LOT 22 LOT 2•a' LOT 2 OT 2� LOT, �L07 3�. LOT 3* LOT I R � I ast � 'K� � `SPRIRKt!_R au uo II AND CABLE ONE 6s c— SEWER LINE, SIZE, & FLOW DIRECTION
oD E 83415Fv 'usosFo 72175E ,64zosF "542osr 20S 66B3SF' 9sssF' 6955sF- ea76sF LOr f. LOT a LOT o LOT 16" `LOT Sa LOT 6 LOT 7 '* ��TM�r s�n♦E o I
v 6330SF \ 79925F" 7519sr 8129SF' s4155F' 6AoosF' 74l93F 71315E LO 8 SLOT 8 §LOT 7 r3 LOT 6 LOi 5 RESPONSIBILfIY aF cm of �� I !Ps PRESSURE SEWER LINE W SIZE
g 87975E '75a75F 750�SF 95E `TWIN FAf15 J9 II Retention Calculations 4P1 PRESSURE IRRIGATION LINE & SIZE
_ xpt b3 'mow + ss't t t : t t : ': n Bss\ „• 7 t ^B5•t '" '\ ° I 449 SINGLE FAMILY LOTS FOR STORM WATER RETENTION 117 ACRES GRAY GRAVITY IRRIGATION
I,I LOT 10 $ -- ,n A t t \ I RETENTION i0 BE LOCATED IN NORTH EAST CORNER OF PROPERTY 4" SEWER SERVICE
f 67775E —- * ,,, Is " I I" WATER SERVICE
\ 1 TOTAL LOT IMPERVIOUS:3,714,374 SF x 0.42 x 1.6/12 x 95%= 197605 c.f. v FIRE HYDRANT
1pe4 b 't BO 70 70 70 "' _ _ ;J \ I
$I ro ro $° t n J,. ; \9r: ycp I TOTAL LOT LANDSCAPED:3,714,374 SF x 0.58 x 1.6/12 x 25%= 71811 c.f. ® SEWER MANHOLE
`,. LOT 11 \ TOTAL ROADWAY&SIDEWALK&BIKEPATH: 1,120,729 SF x 1.6/12 x 95R= 141959 c.f. ® STORM DRAIN MANHOLE
65F *LOT 1 *OT 2 eLOr 3 a;�Or 4 LOT 5 ;�.OT 6 'OT 7 -9LOT 8 OT 9 LOT�f0$ T I �' LO 4 «• LOT 9 k "'L07 f0 a \ ` " 1ti GRAVITY IRRIGATION STRUCTURE
LIL MISCELLANEOUS LANDSCAPING BETWEEN Eat&R TRACTS,COLLECTORS DETACHED SIDEWALKS
tad 61705E 705E 'i6sssF '%6655F v66ssF `-570.5F 5705E r657o5F 'kf f85F $65765E 'e � 60 73125E * 53 -�IrlasF 76935f' * \« �� �M 0'wl coNCRErEBiK(PATH 11 ISLAND LANDSCAPING, ETC.:279,528 SF x 1.6 1 25R= 9318 c.f. IRRIGATION RISER
\ ��i'r LOT f LOT 10_« c azxARK PLACED �\\ I \ / • R.W. VALVE
I 8 y 1 VLOT 13 LOr 142 9UySF, I
L07 f2 7K m"t 7ri\ ,at' N �\ 7 \, nrt T10685F'' 62865E `76BOSF un I TOTAL PREDEVELPOMENT ALLOWANCE:5,114,641 SF x 1.6/12 x-35R= -238,683 c.f, f DRAINAGE
es't` >st I mt ert fizz A� I CATCH BASIN
Izrt ett 6rt t. s \ t 7st t t TOTAL RETENTION REQUIRED FOR THIS DEVELOPMENT= 182,0f0 c.f.
T T 8 8 85,* #V m TELEPHONE RISER
iOTAL RETENTION PRONDED AS SHOWN= 190,670 c.f.
LOT 20 II I III ewe_\w w 7 LOT 1 'L11*73FOT fi\ \ Bst 't 't 74?,\ d \\.\ iR,Z F \\LOT I Abbreviations
L T 13 LOT 18` L07 1 LOT I$ LOT 12� \LOT ffI * Oi 8� LOT * Loi 68 � '•art t26easi\ \ ; �slt \
QQ LOi
rein v. s 92155E 75395F1' 62705F- 6T705F'j 627 62705f 6792SF' @'/15F - - 66yI5F -6p55SF 89#• $. �\ \ * ^�T 1 LOT A A 0 PI PRESSURE CE��
8781 73 LO7 1� LOT 1 \
DDL DDI77 NAL RE IRRIGATION f5'EASEMENT
I 4, t'� s 58'Right-of-Way
t t t s93 srt J9 fit' iop00T6 R. 6 \Lpi� « L00 JJ 1311xg 'ILT�925F ; I AI/AR AIR INJECTION/AIR RELIEF PITC POINT OF INTERSECTION TOP OF CURB
AL07 14 �• LOT 19 64 -—
A ptt \ Lai 19- ....
� � o � BO BLOW OFF R.W. RESILIENT WEDGE 3z'FOG 19s'eoc-sw
�763t ays6sF ti6 �* *°rz'' " 07 20, 895 a r�V I CB CATCH BASIN R/4V RIGHT OF WAY
CBU CLUSTER BOX UNIT RED REQUIRED
LOT 15 e't\ _ LOT 6 y, OT 21 LOT 4� CL CENTER LINE REQTS REQUIREMENTS
y t sot 1 �s .9•t at 5# 71033E Sf \ '* ° ffi 88535E
LOT pT 12 I ISTNc lo'IMFIO POWER CONS7. CONSTRUCT RT. RIGHT cube
g' B
s`
\
I so'
LOT 76a55F tat ; SF FASEMENc INST(972624 C.O.LE CITY OF TWIN FALLS SF SQUARE FOOT LOT 16 \LOT 5 \,, III 68115E .\ LOT�23 srt ze• t. ss J,. 3 C.Y. CUBIC YARD SS SANRARY SEWER sEcnW ro BE DECERMINED GurrET
.w L07 6 e L07 71, LOT 8o OT 9e LOT 47 I LOT 1 a LOT 2§ LOT 3,rt ,ds ; �jIpSF�, 't ,$ I LWDSCAPE STRIP OWNED&
6a,6 4. LOi fQ0µ3F ,749DSF' ,69sssE' 64207- OSP 8474sr I nszsF t Att ` I.OT 5 EA EDGE OF ASPHALT T.B.M. TEMPORARY BENCH MARK MAIMAINED BY C.O.TF.AFTER
7T715F w m 79395E- 613TSF`'. L07 24
3 Ft a \ g ` sdt ,at7o0o5F t As ,`LOT 14Or 15 BI.T I6 Lpi f 7 73915E ELEV ELEVATION iFC.C. TWIN FALLS CANAL COMPANY DEVELOPER INsraus GRASS AND
\ Lor,�7 1\ �'S i t Br BB•t .Y ]5t ert \ qa `� OT 25 t 77075E 6O805F SF ,71fISF E SPRINKLER SYSTEM.L07 13 of FOC FACE OF CURB i0C TOP OF CURB
61 ,at 8. \ ; , 78215k, FH FIRE HYDRANT TRANS. TRANSITION 6'W10E GONG.SIDEWNK PER
�' LOT 3 MjDcr,9 I sr:\ , LOi 1 uat�,
♦ R LOT 26 ; �-1235 � BB . S,Y N Cm DETAIL OVER 4"GRAVEL
'` \ \ 'Fa \ 8'7000SF ; "7 ,is t \ !I RIC VAR G.B. GRADE BREAK TRC TOP AL ROLLED CURB T ical Roadw Section
N4 "W $• � I, \ \ , LOT 11•s, 7rt e,•t� eu. 10i 6 AGRICULTURAL INN INVERT TYP TYPICAL YP �'
Lor 18 ` \ 'Lor 27 '$-70005E a6s * 77705E 3600 NORTH ELLS.
2 ♦ B1 LOT S�OT 15 .LOT f491 ft LOT 1 LOi 1f I� LOT 30a LOi 2 'LpQT 2✓�= 69719E ,;' OT f0 \ \ I UN-PLATTED IRR. IRRIGATION NC/TC TOP OF VERTICAL OR
may, f00245F '\70225F� 6120iF' W205F' V8474SF 1 79395fV 6lTOSF' 75545E s QOOSF `�9i�* s �\ °` LF LINEAR FOOT HIGH84CK CURB
Q. AA y' t a. '� ; V LOT Tf� LOi 2QE* LOT 1ljr LO f8� V LT. LEFF VG VALLEY GUTTER cINTERUNE
A LOT 19 ` µ•!,zrt t s: ao't �•t �OOOSF Lp $QLF �\� N.T.S. N07 i0 SCALE WM WATER METER
r._ \w" fill s LOT 8`\ \ 8.172sR, 81705F.- 77155f 74105F 92 >z\ 36' t-a- 36'Ri ht-of-W
°� Lor .� vLor 7 I�
7 " - -t n 9 ALor z 83835E °� II 15'EASEMENT ro�.
24'FOC 4'FOC
.fit j at ,Yt t '`.ss't S TYP BOTH SIDES Crown io
.r t � � •LDT 2� \� #
P�\LOT 20 \ �
Y� I61�RA � ty `g't ggt'�.2,'t t 't Brt J I .. �; SSY ! •: r{ �
\y e-
2 ♦�LO7 21 Ads \ I� �1 P - LOT 4 OWjF I 3'ASPHALT MAT-J 4' S WIDE GONG SIDEWALK PER
�W seas Lor 2 013 _.or 4 Lor s Lo 1 *Lor 3 71TTSF V A Lor 27w
n +1 \ F Cm DETAIL OVER 4'GRAVEL
♦ si 75i '7osOSP� '7owsF '�3115F 3 71iuT �iopDTDu T7osF g `. t ., 68eou Pwrr Mlx oNLr �G
I ,dt�\ LOT 2 t� g# Jft S7t 3 Bo'4 7:: t gp SIGB ROAD FOR FUTURE
t-' LOi 22 � \ 1 75't s 7l40iF s * MAINTAINED BY C.O.T.F AFTER
ApACEM DEVELOPMENT 2'-3/4'IFUT WC COURSE UNDSCNAE STRIP OWNED!
B c 606 �•\ b fiat t e9t oe4 of i 7M05F 4s' LOT 1I IE�7 BUILT TO COLLECTOR 9'_1 1/1'845E COURSE DEVELOPER INSTALLS GRASS AND
\ s L07 3 ; v _ 1 8- STANDARDS,STUB UTILITIES COMPACTED SUBGRADE SPRINKLER SYSTEM.
„ 88,E \ * Lor 1s3 Lor 1*_ Lor 1 �I Typical Roadwa Section
s b * LOT fa* �DRY AND BARRICADES yP y
LOT 23 \ > L07 31 a ; t''. LOT 1e- 858�F- 7440.SF' 98315E 3 I't I ,_ EASTERN POROON OF CAGE AVENUE IbLB.
�,'9o17 a. LOi 9 .« « _ LOT 34 LOT 3�' LOT 3T'9 100J3iF • 85785F� yI b NOTE SEE PUN NEW FOR FULL WIDTH LOCATION AVENUE WILL BE CONSTRUCTED PER L SECTION WEST OF HARRISON STREET
\ �2- " \ 78BOSF\ = LOT$: LOT 7� LOT 6 f095Q5F 88805E C 967TSF s s LOT 13" \ �S HARGE GRAVITY IRRIGATION D CENTERLINE GAGE t '. \ _> SIR
70055F' 93145E I \ d' ; `�.,; 86805E 59't Bo't \ \ OT 2p SAME LOCATION AS 41'Ri ht-oT-W 36'Ri ht-of-W
4 • Y�i< A \I•pi65� <, LOT 1 Btt a'x t \ v _ ,1 I5'BOTH
SIDE
.... \L07 1�' Tds �s �` t� N�fI15TORIGLLY DFIIYERED. TYP BOTH SIDES 0'BIKE PAIN 14'FOC 24'FOC _
,II LOT ONE SIDE ONLY TO SW ro SW
♦ , I' (3A(a8 A ; LOT 18%? ; LOT 22 8�18sF1 §I.07 20 *L07 19$ * r`I TEMPORARY PI PUMP Crown
QT 25 _ c s 71105E T 2 ZOOOSF 79145� _STATION LOGnON FOR
\ �m
1°r Lp1ap5F• 6ds LOT 23 a72 ,Yt 27 t t Aw i'r y SUNDANCE SUBO.ONLY. �-
4 6i't J L07✓ ; $7 u ¢t PIPE COULEE AT STREET 5'WIDE GONG SIDEWALK PER
74405F 24 w ; C SSINGS AND ALONG IO'WIDE CONC.BIKE PATH PER SECTION ro BE DESIGNED IN SID.CURB ONy DETAIL OVER 4'(RAVEL
LOT f SF s p LOT LINES Cm DETAIL OVER 4'GRAVEL ACCORDANCE WITH AASHTO STD'S. k GUTTER
9� LO7 26 w a IN ALL RATED C OVER w8*
95035f} III j AT S ED M HIES LOT 6 74N A OT S OR OCHER STD.ACCEPTABLE TO LANDSCAPE STRIP OWNED T
LOT 27 m LOT 21 L07 2�* 07 3 ; �� s t THE CITY ENGINEER. MAINTAINED IN C.O.T.F.AFTER
\ •9p. 10145SF 70525F- 7O5 F^ 87275q -L .« i ^ LO7 80925E I OT 26 1 2't ,rt i t Jst;7tw DEVELOPER INSTALLS CRASS AND
0 5tl 100f zoo r I LD 1. LOT r LOT„ Lor 4 T5F- �too6sF t J Typical Roadway Section SPRINKLER SYSTEM.
92145{' 74105E �1 -91915E Or TI 6S
ROAD FOR LOW NEE CANAL I y so't L 6r3 ]5't IM I STREET WYD AND RI K.= � OT 28 JL07 1_ LOT � LOT 5� I j NORTHERN PORTION OF HARRISON STREET EI.GR
Scale In Feet WAY; oN. 1]'t I -N LOT 15 - LOT 7211
3 7r3 fir 75t ; � 6000if - - � NOTE: SEE PLAN VIEW FOR FULL WIDTH LOCATION. HARRIS(81 STREET WILL ONLY BE 1/2 WIDTH FROM 3600N TO 500'SOUTH AND CONSTRUCTED PER THE LOCAL
50'FROM TOE OF SLOPE CAW ♦ I R 7J4 Ba'3 B9't ert 75t S 55'#'" O7 19 i 7595SF g y- '
,7J100-SF ' & STREET SECTION SOUTH OF GAGE AVENUE
AG ZONE COMPANY SETBACK ♦♦ \ ' Or 30 - t LOT 14µ a Jst 7gti
Benchmark AGRICULTURAL LOT 34 « 8. £ s'EASEMENT 50'Right-of-Way
�, 98Z '�.Ol 33 TOT ;LOT 311l -* "07 31 S� ; .L6T 1& a LO7 8 T TYp BDw sores rL
CITY OF TWIN FALLS BENCH MARK NUMBER UN-PLATTED N23'1 T22"W 60. ' 67015E 702 '67275E I Lpi 36OT 35 TOT 34 OT 33OT 32 %SI/SF t - A 60005i �r / 7T1¢S J
_ LOT f / - 25'Right-of-Way 25'Right-of-Way
3599-2906. NE BOLT ON FIRE HYDRANT, A7g , s .- �* art _._.oar--- - 9 Y 9 Y .0 7 145E 60005E WOOSF 63235E /255f
SOUTH WEST CORNER OF 3600 NORTH AND t\ ti : ; LOi 1, ffi.00XR
r t sst t Jrt Jrt S 80095E rpt e+'* 1R ,•LOT'7 I i 24'Rolled Curb, 18'Face of Cu 18'Face of Curb
SKYLANE. ELEVATION=3919.81 \ ; LOT 1M - Loi 21Oi 20 $ 07 19 E 7YY05•T �\ Gutter&S'walk.
N10'35'48"W 68. or3M A _ 6ODosF ; t 9 Bz26sF t
67295f o - - t - cd ,d ;1 Face of 24'Rolled Curb
I � � � � P N IRRMITION �Oi 22 � Left&Right
2, F ci rA;IRT- - 0705E •; rt JB•t t .#'' Transitions Per Crown Flow Line
edgg L07 8w LOT 23' 7, - I Construction Plans 2:1 Max Slope
s s t \ # L07 7a 6 05F 5a# •70o05F .*!�1T 8 �y --- 2.5% 25% Lip of Gutter
N3'37'01"E 57 4' E — — --
.,.M `. - `, w 60f85F �; ,Y � Or 24 }3F 7d .•. _ ]�
w,LOT 2 s LOT 1* SOT 1 8 LOT
LOT 36 �\ 7TiF '7872 .;� 4I/SF' 60005F 60005F 70I25F 7 SF- - DOBSF - '6¢'3 ,,7�t ,t Jw tfft i _
« 'Oi 26 ; LOT 9 2-Asphalt matt-3/4'
N16*05'45 E 6 . 3' _ A t � t ert sdt' :: rt gat of z7 i00 * r fe 7�1 �* y
OSF Plant mix On
1'-3/4'Leveling Course Per COTE Standards
" r 0 18--- s` LL07 16': 76265E F
rr 99sr a � � L« Typical Interior Roadway Section 6 -1 1/2"Base Course Per COIF Standards
N35'23'49 E 8 4' F T LOT 3 st srt ert bat art spt T p Lpr 1 % i 9 LOi IV Su rode Compacted to 95R Max Density � v J
";105185E SF I 6I gat 72335E LOCAL SIREEIS 89 W
ar Isrt A ,..OT •t LOTS 4t .X ttrt .
GRAVITY IRWATION PIPING TO RE-ROUTE a '
EXISTING IRRIGATION LATERAL SIZED FOR ^� I,OT 36 tOT 351 TOT 3 '0T 33 .6T 32 L07 31 F LOT 1 61 ; ' _
APPROPRIATE WATER SHARES F J 6 - -
,{ � 1115E � 81}5ip, 68635E t6 SF � �*\ � DO NOT SCALE DRAWINGS
L07 38 ^w ._ ; LOT I9 LOT 1 T b OREGON CONTRACTOR SHALL VERIFY ALL
Lora * I Bd : Lor 1 �: Loco I
' 112665E 55t B t t - '!. E 4 8160 7pp775E- TRAIL ELEM.
N46'44'18"E 1 00 • � F s LOT 1 61TOSF dls;` 07 2 t CONDITIONS AND DIMENSIONS AT
-. THE JOB SITE AND NOTIFY THE
EXISTING CANAL COMPANY HEAD ;„% a 7,'t I00't -�'^ _ _ }S Lpi 1 - OT 2 t t A ENGINEER OF ANY DIMENSIONAL
GATE STRUCTURE �� „ - # 61205E �;� � I20SF �t .--LOT 12 ERRORS,OMISSIONS,OR DIS-gg
CREPANCIES BEFORE BEGINNING
/' erM ri g LOT 19 5yt •s 4 't t 34t-. * L-el-K
¢1205F_ ; w7I105F 7�t�� �'I OR FABRICATING ANY WORK.
LOT 5 8000iF,., I "I IGTI DR - - Lor N36'03'58"E 1 , '��, 96705E 'I ROUWO IN IRRIGATION PIPE 71565E ; orz �PROPosm PREssuRE IRR G4nW PUMP 721,45i T _._ F- LOT F- LOT 4 -10T Sa..L01 6 ; OCT. 27, 08 T. VITEK
STATION AND POND LOCATION. TO BE Wg, �" "`.'�_. i !SF' BI 6I20SF' 7IIOSi' 62615F 71815E .t ads-_ O7 26 ,* LOT 18 „ LOT 13
OWNED,AND MAINTAINED BY THE CITY q LOT 6 •x O7 �" �\ _ 4t � LATEST PRE-PLAT
OF TWIN FALLS(SEE PUD AGREEMENT) r 83115E - t5t'.._.,_ 3gt Bdt I205F s s g1.0-7 17--� / I.: ORCHARD NE WEST DEC 30, 08 T. VITEK
a' t AOr 16.-'16610SF t _--- ORCIURD DR. EAST LOT SIZES TO 10K &
° CITY LETTER OCT. 13
N19'06'03"E 6 3' JJ 9°eau w \47Oi 17 « OT 36g Oi 3 OT 3 0T 33* i 37�a LOT 3fo �oiJT 4 tOT 14tT 5 o5F O 1 / T nr
# 9 a LO 14 f CIVIL SCIENCE LETTER
m R �' 15645E' 61205F' 61TOSF' 71105F 61 r' _ N; * R10arDSF * TOUT '�' SEPT. 26, 2008
o I >• Lor 30
r n 7 42\ a4? 4 ; OT 13 �� �..425E APRIL 16, 1009, JRS
N2°55 O6 E 73 60' „r: g -Lo_T 6 ** i° � sst 6 B t t s t s, "` gar 1 0005E yj; or 2f * t IOCT. 0 cv
.� fosl6sE�. s LOT
' �VI� 0� 7 2 09 T
"BIDS.w ✓)79f5i '
N9'57'56"W 7 . 1' r t �s6s9sE t Jet a * LOT is
** '� 't t •t t tat Jrt # Br L07 9 DSF ylt sA .-- .—t. - # ,4005ISF w o
Ai G
\ �\ LOT 9 \\ �_ ..-. _._- w7017SF s gs; 10p5645F50'R J t __ nzt I m
o �I2138SF LOT 15 ,r 11 «
10uRut or 1 a LOT o LOT Lor "LOT$a LOT 63 Lor 7" at 7rt
LOT' t t'1d3 �+ LOT 1 .. - 6120Sr- 6120SF- 612OSF' 61NSr 61375F' 75175F 7WISF A�; LOT 28
N25'51'48"W 7 . 3' �* .w LOT v I4ss !I Trt — r �� �T _ �o, _ $,iLO ��18
♦ /M , 8729s6 AYt is'3 ,i IKY1 Br i - _
tili I Bra Brs Sr! 82BOSF 1322�; __83975E - L m 40 firs \ 3 g
1
TRACT D FROM CENTERLINE OF .._.J.OT 45 --\ « --
caNa TO BACK PROPER >r K L i In
11 OT 12 S-LOT 1 LOT 37s LOT 3 LOT 3 LOT 3 i07 3 -LOT 3 LOT 31 3 «.....L
�.,L Or 3
LINES i0 BE OWNED AND ♦ s -.. Ad J 81'_- Itat I g ..142765E « .
MAINTAINED BY THE TWIN FALLS O. �r BxuFx 6 F 70475E d/665T' 60135F' 60575F' 60805F' 60915F^ 61159" 87085f LOT 30 ,N LOT 27\« L07 26 g LOT •rc' LOT 17/ o
CANAL COMPANY.(NO PI Lp 46 ,t �,t ¢+, -I iW875F ,�. .x 117015E 90 _ I 85865E 101275E
REWIRED.CANAL COMPANY y H
RESPONSIBLE FOR WEED may; .\x s5�t t; B t t t t Ary ri 6Yt 99't 5" g ' Bo't 8a't fi F ii 9rt I ATEHR G K
CONTROL) �r-�oY,oi 47 •,, _ - -
„ ..w STAFF
EDGE OF GRAVEL 6WNTEN4NCE S X4 M55 n •.. t ' - __ STUB ROAD FOR FUTURE
ROAD FOR LOW FINE CANAL � � �- `,� \� t t Jrt t 6 t t t - ADJACENT DEVELOPMENT. 3800 NORTH RD.a 3800 NORTH RD.
t 4-- STUB UTILITIES DRY.
- >. N DR
...'t �t INSTALL 2 BARRICADES.
,-'� LOT 55" -Lp7 56 LOi 57 APRIL 2008
CENTERLINE OF LOW LINE CANAL 92 LOT 49z LOT 50 LOi 5 -LOT 5 T .g - 68405 66885E 65365E «OT 58 ~- �' m
6«� _ 1QT 5 LOT 69 LOi a LOT 62a LOi 63 LOT 64 LOT 65'_ 07 66 t" 67 LOi
ALSO PROPERTY BOUNDARY6, .9 �} 77925E �jI075F �66295F' 85295'FC 9 „ / --_}.,�.' 65295E 65T8$F' 66515F' 78365F' 83195E_-.T00&ISF=-.�,10001_SF - t 55F 100025E'
z
SHOWN
LOT g
_ c9 LYD ST.
-
-� 14 la't \ 7e3�• BOk \�` \6a3 � ,tl],Sf - -�-. � .. -
�N88'S6'19"W 48 40 i ` ' - �71:� �t � at set Bs•t est .•t ' vNF "` 70-15MASTER
HARRISON STREET BE r �- ---- 8'56 19"W 1316.99'"- rb
R-1 1�AR �INTERSEC71ON DUF.70 NO -. .. s-- - - 2- '�-}T-
V ANT, PUNS To RUE�l0 iiilr=R - _-, -- --� '®X4 70-15
7�L�Y N.T.S U _' TIED cRosslNc of LINE --� IXRa��Y rroR�F1EIGHreoRs SINGLE FAMILY TWIN FALLS,�AHO 7 ,g
■GNAI.. T 'C'ACCESS, IFORDN. - -- PRE-PLAT
50'FROM SLOPE NA! � AND f1IY FASEME FOR 50'fPOM TO SLOPE CANAL UN-PLATTED
M NY S CK I ADJACENT LOT TO SO H PANY SETBACK Vicinity