HomeMy WebLinkAboutKnifeRiverIndustrialPark-Preliminary Plat (Compressed), 12-6-24 PRELIMINARY PLAT FOR OWNER/DEVELOPER CIVIL ENGINEER FIRE DISTRICT: SEWER&WATER:
KNIFE RIVER CORPORATION CALEB LaCLAIR,P.E. TWIN FALLS FIRE DEPARTMENT CITY OF TWIN FALLS
KNIFE RIVER INDUSTRIAL PARK BRYCE SEATS
PRODUCTION MANAGER 2760 ENGINEERS,INC. 345 SECOND AVENUE EAST 203 MAIN AVENUE EAST FALLS AVE E g99
2760 W.EXCURSION LN.3TE.400 TWIN FALLS,ID 83301 TWIN FALLS,ID 83301
5450 GOWEN ROAD MERIDIAN,ID 83642 208-735-7232 208-735-7250 m m J-U-B ENGINEERS,INC.
LOT 1, BLOCK 1, NOT ZYQUE SUBDIVISION BOISE,ID 83709 208-376-7330 w
254-644-4604 5 V
LOCATED IN THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 23, TWIN Z c
LAND SURVEYOR POWER: ROADWAYS FALLS J CV
DIBO OWNSHIP 10 SOUTH, RANGE 17 EAST, BOISE MERIDIAN, KIRK REICHLING,P.L.S. IDAHO POWER TWIN FALLS HIGHWAY DISTRICT AVEq E E 3990 N RD Hw a "a u O O� RO
LAND USE SUMMARY TABLE J-U-B ENGINEERS,INC. 199 BLUE LAKES BLVD S 2620 KIMBERLY ROAD. w -N O- 12 E
CITY OF TWIN FALLS, COUNTY OF TWIN FALLS, STATE OF IDAHO PEXISTING ROPOSED EDU3EC INDUSTRIAL TWINFILALASEDBROAVE,STE100 208I388-23231D83301 TWIN 39SID83301 9�� "2"9 g z w U �a
2024 208-733-2414 34
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HP10S17E230600A TOTAL SITE AREA 45.40 ACRES 7 Fp
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LEGEND l_4 RPT39150000020A RPT00107237200A
SECTION LINE NOTES /CITY"FIN FALLS RANDALL T MUSSER FUTURE RIGHT-OF-WAY ELDRIDGE AVENUE
a« ary PUBLIC RIGHT-OF-WAY LINE LELi-
GEND 1. ALL LOTS SHALL HAVE A 15.00 FOOT WIDE UTILITY EASEMENT ALONG ALL PROPERTY LINES. NOTES(CONY.) _
SUBDIVISION BOUNDARY LINE 2. THE PRIVATE SHARED ACCESS ROAD SHALL HAVE A BLANKET UTILITY EASEMENT. 14.A CITY OF TWIN FALLS WATER EASEMENT RUNS ALONG THE SOUTHERLY PROJECT BOUNDARY PER INSTRUMENT NO. Z
w ACCESS EASEMENT TO BE RELOCATED 3. BUILDING SETBACKS SHALL BE AS REQUIRED BY CITY OF TWIN FALLS MUNICIPAL CODE FOR THE"M2"ZONE. 2007-010752 AND CONTAINS A 12"WATER MAIN.SAID EASEMENT WILL BE CONTAINED WITHIN THE PROPOSED Y
LOT LINE ELDRIDGE AVENUE PUBLIC RIGHT-OF-WAY.
a 4. STORM WATER RUNOFF SHALL BE FULLY RETAINED ON THE PROPERTY IN ACCORDANCE WITH CITY OF TWIN FALLS 15.AN EXISTING ACCESS EASEMENT RUNS THROUGH LOTS 1,2,3,4,AND 5,BLOCK 1 PER INSTRUMENT NO.1997019960,
CENTERLINE STORM WATER ORDINANCE.LOT OWNERS ARE RESPONSIBLE TO MAINTAIN PRIVATE DRAINAGE FACILITIES ON THEIR 2003031731,AND 2006-016024.THE DEEDS INDICATE"THE ACTUAL ROUTE OF THE EASEMENT FROM THE 3200 EAST
FEMA 100 YR FLOOD PLANE AREA PROPERTY. COUNTY ROAD TO THE BRIDGE MAY CHANGE OVER TIME AS REQUIRED FOR THE FUTURE DEVELOPMENT OF THE
g PERMANENT ACCESS AND 5. THE PROJECT DATUM IS A LOCAL GROUND PROJECTION OF STATE PLANE,NAD83,IDAHO CENTRAL(1102),THE VERTICAL PROPERTY."SAID EASEMENT IS PROPOSED TO BE RELOCATED AS REFLECTED ON THIS PLAT.
LL PUBLIC UTILITY EASEMENT LINE DATUM IS NAVD88.� 16.LOT 4,BLOCK 1 IS SUBJECT TO A PRIVATE SEWER EASEMENT TO THE BENEFIT OF LOT 3,BLOCK 1 FOR THE PURPOSES
PERMANENT ACCESS EASEMENT LINE FEMA FLOOD WAY AREA
6. SANITARY SEWER AND DOMESTIC WATER SERVICE TO BE PROVIDED BY THE CITY OF TWIN FALLS. OF CONSTRUCTING AND MAINTAINING A PRIVATE SEWER FORCE MAIN.
7. PRIVATE SHARED ACCESSES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE OWNER(S). 17.LOT 3,BLOCK 1 IS SUBJECT TO A PUBLIC STORM DRAIN EASEMENT FOR THE PURPOSES OF ELDRIDGE AVENUE PUBLIC
UTILITY EASEMENT LINE 8. IRRIGATION WATER SERVICE IS PROVIDED TO THIS PROPERTY BY EXISTING SURFACE IRRIGATION WATER RIGHTS STORM DRAIN FACILITIES.
THROUGH TWIN FALLS CANAL COMPANY.IRRIGATION SERVICE SHALL BE PRIVATE TO EACH LOT WITH INDIVIDUAL 18.SEE SHEET PP-02 FOR LEGAL DESCRIPTION OF PLAT BOUNDARY.
.5 UW - - - - - - PRIVATE SEWER EASEMENT LINE PUMPING SYSTEMS FROM THE GRAVITY IRRIGATION LATERAL.
FILE: 10-24-089_PP
STORM DRAIN EASEMENT LINE 9. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES,"NO
3, AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, JUB PROD.#:10-24-089
ADJACENT PROPERTY LINE SHEET INDEX PRIVATE OF PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES DRAWN BY:VKC
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS LINE TABLE LINE TABLE LINE TABLE
m U1C DESIGN BY: VKC
$ NOT A NUISANCE AT THE TIME IT BEGAN OR WAS COCONSTR TED.THE PROVISIONS OF THIS SECTION SHALL NOT APPLY
a o - FEMA FLOOD PLANE LIMITS SHEET:PP-01 PRELIMINARY PLAT WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, LINE DIRECTION LENGTH LINE DIRECTION LENGTH LINE DIRECTION LENGTH CHECKED BY:CLC
AGRICULTURAL FACILITY,OR EXPANSION THEREOF". ONE INCH
EXISTING CANAL EASEMENT LINE - 1
SHEET:PP-02 TOPOGRAPHY AND EXISTING CONDITIONS 10.THE SOUTHWEST PORTION OF LOTS 2 AND 3,BLOCK 1 ARE CLASSIFIED"ZONE All"WITH BASE FLOOD ELEVATION BFE L1 N80°41'09.74"W 58.79 L5 N01°25'04.24"E 18.80 L9 N00°52'44.24"E 126.04
¢3 ( ) AT FULL SIZE,IF NOT ONE
EXISTING WATER EASEMENT LINE AND REGULATORY FLOODWAY DETERMINED AS SHOWN ON FEMA FIRM PANEL NUMBER 16083C1391 C,EFFECTIVE
SHEET:PP-03 PROPOSED IMPROVEMENTS SEPTEMBER 26,2008.BFE VARIES FROM APPROXIMATELY 3794-FT TO 3797-FT(NAVD 88). L2 N80"34'43.58"W 58.76 L6 N07°45'19.76"W 128.58 L10 N42°50'40.76"W 90.03 LAST UPDATED:12/3/2024
N a EXISTING IRRIGATION EASEMENT LINE 11.THE SOUTHWEST PORTION OF LOTS 2 AND 3,BLOCK 1 ARE SUBJECT TO A TWIN FALLS CANAL COMPANY EASEMENT FOR
A EXISTING OVERHEAD POWERLINE EASEMENT SHEET:PP-04 STREET SECTIONS THE PERRINE COULEE.MINIMUM EASEMENT WIDTH 40-FT FROM PROPERTY LINE. L3 N41"17'51.76"W 9.43 L7 N13°20'57.76"W 28.92 L11 N69"36'44.15"E 88.53 SHEET NUMBER:
a_d 12.THE NORTH SIDE OF LOTS 1 AND 2,BLOCK 1 ARE SUBJECT TO AN IDAHO POWER EASEMENT PER INSTRUMENT NUMBER P P-01
EXISTING ACCESS EASEMENT 820739 AND 824091. L4 N27°30'41.76"W 14.10 L8 N06°38'22.76"W 48.72
o" TO BE RELOCATRED 13.THE EAST SIDE OF LOT 1,BLOCK 1 IS SUBJECT TO A CITY OF TWIN FALLS IRRIGATION EASEMENT PER INSTRUMENT NO.
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A PARCEL OF LAND LOCATED IN A PART OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 23,TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN,COUNTY OF TWIN p FOUND 1/2"REBAR WITH CAP AS NOTED LLI
FALLS,STATE OF IDAHO,AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: LIJ
COMMENCINGATTHE EAST QUARTER CORNER OF SAID SECTION 23,FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 23 BEARS NORTH 00-03-48--WEST,2639.88 FEET; O FOUND 5/8"REBAR WITH CAP AS NOTED EXISTING TOPOGRAPHY LEGEND LINE LEGEND LL }
r THENCE NORTH 89°14'28"WEST ALONG THE SOUTH BOUNDARYOFTHE NORTHEAST QUARTER OF SAID SECTION FORADISTANCE OF388.39 FEETTOTHE POINT OF BEGINNING; ® FOUND COPPERTABLETAS NOTED _-_____-_____w_____ SANITARYSEWER SECTION LINE z
w THENCE CONTINUING NORTH 89°14'28"WEST FOR A DISTANCE OF 1,786.36 FEET TO A POINT IN THE APPROXIMATE CENTER OF THE PERRINE COULEE; Q
FOUND ALUMINUM CAP AS NOTED _____"_____w_____„.- WATER PUBLIC RIGHT-OF-WAY LINE Y
O THENCE NORTHWESTERLY ALONG THE APPROXIMATE CENTER OF THE PERRINE COULEE THE FOLLOWING EIGHT(8)COURSES AND DISTANCES:
g 1.NORTH 41°17'12'WEST FOR A DISTANCE OF 9.43 FEET, & COMPUTED POSITION-NOTHING FOUND OR SET ----cna-----wan IRRIGATION LINE SUBDIVISION BOUNDARY LINE Z
2.NORTH 27°30'42'WEST FOR A DISTANCE OF FEET, °
d 3.NORTH 01°25'04'EAST FOR A DISTANCE OF 18.80 THIS SURVEY
8.80 FEET, ----a------ GRAVEL ROAD ODIRT ROAD m
4.NORTH 07°45'20'WEST FOR A DISTANCE OF 128.58 FEET, ---___----
5.NORTH 13°20'58'WEST FOR A DISTANCE OF 28.92 FEET,
LEGEND
-----®-----®-----F�- EDGE OF PAVEMENT
8.NORTH OB°38'23'WEST FOR A DISTANCE OF 48.72 FEET, ACCESS EASEMENT TO BE RELOCATED
7.NORTH 00°52'44'EAST FOR A DISTANCE OF 126.04 FEET, _____°xP_____w,P
OVERHEAD POWER
8.NORTH 42'W'41'WEST FOR A DISTANCE OF 90.03 FEET, NL LANQ
UNDERGROUND COMMUNICATION FILE: 10-24-089_PP
'm THENCE LEAVING SAID PERRINE COULEE NORTH 00-19'10"EAST FORA DISTANCE OF 631.49 FEET; 0.yh �L FEMA 100 VR FLOOD PLANE AREA JUB PROJ.#:10-24-089
NATURAL GAS
THENCE NORTH 69°38'44"EAST FOR A DISTANCE OF 86.53 FEET TO A POINT ON THE SOUTHEASTERLY RIGHT-OF-WAY BOUNDARY OF A EASTERN IDAHO RAILROAD SPUR LINE,SAID O
< DRAWN BY:VKC
°t U POINT BEING A CURVE TO THE RIGHT; 1987 a CONTOUR MAJOR DESIGN BY: VKC
2 THENCE ALONG A NON-TANGENT CURVE TO THE RIGHT,AN ARC LENGTH OF 57.85 TO A POINT ON THE SOUTHERLY BOUNDARY RIGHT-OF-WAY OF THE MAINLINE OF SAID EASTERN 12/3/2024 FEMA FLOOD WAY AREA CHECKED BY:CLC
a m IDAHO RAILROAD,HAVING A RADIUS OF 428.73 FEET,A CENTRAL ANGLE OF 07°43'52',A CHORD BEARING OF SOUTH 86°51'23"EAST,AND A CHORD LENGTH OF 57.81 FEET; -- CONTOUR MINOR ONE INCH
a-3 THENCE SOUTH 80'41'10'EAST ON THE WESTERLY RIGHT-OF--WAVYNG SAID SOUTHERLY BOUNDARY OF HANKINS ROADFSOUTH;F THE MAINLINE OF THE EASTERN IDAHO RAILROAD FOR A DISTANCE OF 2,100.36 FEET TO A POINT r7 K+RETCH aG RAILROAD TRACK AT FULL SIZE,IF NOT ONE
THENCE SOUTH 00°03'48"EAST ALONG SAID WESTERLY RIGHT-OF-WAY BOUNDARY FOR A DISTANCE OF 522.85 FEET; LAST UPDATED:12/2/2024
THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY BOUNDARY NORTH 80°34'44"WEST FORA DISTANCE OF 334.53 FEET;
21 a THENCE SOUTH 00'00'35"WEST FOR A DISTANCE OF 309.14 FEET TO THE POINT OF BEGINNING. SHEET NUMBER:
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OU CONTAINING 45.40 ACRES,MORE OR LESS CERTLIFICATION PP-02
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~—NOTES S — — — — — — — — — — — — — — — — — — — — — — •�
1. ACCESSES SHOWN TO INDUSTRIAL LOTS IS PRELIMINARY AND SUBJECT TO CHANGE J-U-B ENGINEERS,INC.
BASED ON FINAL SITE PLANNING.
2. ALL INDUSTRIAL LOTS TO BE IRRIGATED BY INDIVIDUAL PRIVATE IRRIGATION PUMP
SYSTEM FROM THE PIPED IRRIGATION LATERAL AS SHOWN.EXACT LOCATION OF PUMP
SYSTEM SUBJECT TO FINAL SITE PLANNING FOR EACH LOT. Z J N
nxrnrunnnnx+x,.x,Hnmm�s,nn � i � R
3. ALL STORM WATER FOR INDUSTRIAL LOTS SHALL BE RETAINED ONSITE ON EACH v O �
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INDIVIDUAL LOT IN ACCORDANCE WITH CITY OF TWIN FALLS STORM WATER ORDINANCE. •` 0 Go IS
IS O
Ill � I.
4. SITE DEVELOPMENT WITHIN THE 100-YR FLOOD ZONE SHALL BE LIMITED TO DRAINAGE LL 0_ M
FACILITIES AND PARKING/STAGING AREAS WITH LIMITED FILL FROM EXISTING GRADE. Z_ X 4) W
FO N
EASTE { Z - G
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NEW RAILROAD SPURS STUB 12"WATER
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FUTURE EXTENSION BY OTHERS TERMINAL
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IMPROVEMENTS BY OTHERS
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• PRIVATE ACCESS TO SOUTHEAST CORNER OF LOT 1.
SANITARY SEWER FORCED MAIN Z
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---`c-----`c w WATER LOT LINE - GRAVEL ROAD
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• GRAVITY SEWER MAIN FROM HANKINS ROAD TO LOT 4.
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FILE: 10-24-089 PP
m — IRRIGATION EASEMENT LINE ® SANITARY SEWER MANHOLE CURB&GUTTER -
JUB PROJ.#:10-26-089
U z SIDEWALK DRAWN BY:VKC
SANITARY SEWER EASEMENT DESIGN BY: VKC
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a m A FIRE HYDRANT • ELDRIDGE AVENUE IMPROVEMENTS ALONG LOT 3&LOT 4. ONE INCH
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FILE: 10-24-089 PP
m JUB PROJ.#:10-24-089
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DRAWN BY:VKC
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LAST UPDATED:12/3/2024
R a SHEET NUMBER:
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P P-04
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