HomeMy WebLinkAboutROW#2335 2004 Nielsen Point Pl - Approved CITY OF
TWIN FALLS
Right of Way Permit I Q�
SERVING
City of Twin Falls- Engineering Department: (208) 735-7248
Please submit application to: rowpermit(&_tfid.org
Allow three (3) business days for review.
Inspections: (208) 735-3446
Date of Application: 7Z(17_s_ Permit No. Z�93_�5
Contact Information:
Contractor: 14, Project Foreman:
Phone #: 2U X 7&-c) 2 0/`/ Email: f�-
Utility Company: 5�c�/_j<� l — Contact Person: tFoot
Phone #: 70t -S 3g -yfrt(C Email:
Property Owner: e_e& Phone#:
Project Information:
Start Date: �'/z_ Completion Date: �h
Location of work (or address): Z; 41'c CS ea /-11 y� dZ
Cross Streets: and
Building Permit# (if applicable): Plumbing Permit# (if applicable):
Type of Work (Check all that apply):
0 Sewer (service lines, etc.) Private Utility Work (gas, cable, phone, electric, etc.)
Water (fire line, etc.) P9 Driveway /Approach
Sidewalk =Trenching/Boring
=Curb & Gutter/Asphalt Patch-back =Other
Description of work: /3.,re GtcyvSS fl�lztd F,,ed 6,q
Attachments:
EESite Plan (showing proposed work area)
Construction Plans (w/typical sections)
=Traffic Control Plan, including pedestrian routing (if applicable)
0 Public Service Announcement (PSA) (if applicable)
Fees:
Standard Fee ............................................... $5
Utility Companies (with Franchise Agreements) N/A
Special Fees
• Special fees may apply on large utility projects and will be determined by the City Engineer per
City code.
As the applicant, I understand the conditions of this permit and will comply with the
requirements set forth therein. I accept all liability during construction activities. The City of
Twin Falls holds no liability in approving this permit. Non-compliance to these conditions
may affect approval of future r.ght-of-way permits.
Applicant Signature: _ �� Date: Z _
Print Name: e>jtU1 t`-
This permit is for the use of the City of Twin Falls right-of-way only. No survey has been conducted by the City to
determine the location of the right-of-way in this permit. Verification of right-of-way is the responsibility of the applicant.
This permit does not alter franchise agreements. This permit is valid for 90 days from the approval date.
Office Use Only:
$ PERMIT FEE: Collected by: Form of Payment: Date:
Traffic Technician Review: Traffic Control Plan PSAE:]Comments:P170 Ile
Traffic eT chriici n`ApproJal —`Date: Z �2,
Street Classification: Residential Q Collector/Arterial Q Alley
7i�!�� 2 -/1 - Z-5-
City Engineering Dept. -Approval Date
City Engineering Dept. - Final Sign Off Date
ARC f rAm ir7v r-> W POW��
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Application Submittal, Traffic Control Plan & PSA Requirements:
• The application submittal must be complete before it will be approved.
• The work area map must include linework that indicates what is being installed as well as
indicates how the utility line is being installed (boring, trenching, etc.).
• If there will be lane restrictions or roadway closures, applicant must submit a traffic control plan
for review and approval by the Engineering Department.
• The contractor must submit a Public Service Announcement (PSA) if there are to be extended
lane or roadway closures. The PSA must include:
1. The name of the contractor doing the work and for whom.
2. Dates and times of the beginning and end of the traffic control.
3. Location of project (nearest cross street) and alternate routes if necessary.
4. A short description of the project or development.
5. .Public Service Announcements should be submitted with the right of way
application.
6. For questions about Traffic Control Plans or PSA requirements, contact Robin Hite,
Traffic Technician, at 208-735-7254 or via email rhite@tfid.org.
• The applicant must give the City of Twin Falls 48 hours notice before any lane or roadway
closures are permitted.
• The contractor shall not begin work until the submitted right of way permit has been approved.
Construction Requirements:
• The applicant is responsible for site safety during all construction activities.
• Contractor shall notify DIGLINE at 1-800-342-1585 or through the WebTicket Program via their
website at www.digline.com. Underground utilities must be located and marked prior to any
trenching, boring, or excavation work.
• Contractor shall perform all work in accordance with the latest City of Twin Falls adopted Idaho
Standards for Public Works Construction (ISPWC) and the most current City of Twin Falls
Revisions to the ISPWC (City Revisions). City Revisions to the ISPWC can be found on the
City of Twin Falls website at www.tfid.org.
• All construction materials (gravel, concrete, asphalt, etc.) must be from a City of Twin Falls
Engineering Department approved source. This includes the asphalt patch-back adjacent to
the curb & gutter.
Trenching & Boring - Inspection & Testing Requirements:
The contractor shall provide testing and inspection reports from an independent testing and
inspection firm. The independent firm shall follow the required inspection & testing requirements
listed below. All inspection & testing reports shall be submitted to the City of Twin Falls Engineering
Department at engineerinqinspectors(a)-tfid.org.
• Street -Trench Patch-Back Requirements:
1. Hire an independent firm to complete inspections & compaction testing required on gravel
base for street section.
2. Submit all testing & inspection documents to engineering inspectors antfid.org.
3. The contractor shall call the Engineering Department inspection line at 208-735-3446 for
inspection of completed work and final sign off. 24-hour notice is required.
(Refer to TFSD-301 (Typical Trench) and TFSD-303 (Street Cuts and Surface Repair Details)
for trench patch-back requirements. Potholing for boring shall be held to the same
requirements.)
• Alley -Trench Patch-Back Requirements:
1. Hire an independent firm to complete inspections & compaction testing on gravel.
2. Submit all testing & inspection documents to engineeringinspectors@tfid.org.
3. The contractor shall call the Engineering Department inspection line at 208-735-3446 for
inspection of completed work and final sign off. 24-hour notice is required.
(Refer to TFSD-301 (Typical Trench) and TFSD-303 (Street Cuts and Surface Repair Details)
for trench patch-back requirements. Potholing for boring shall be held to the same
requirements.)
Sidewalk / Curb & Gutter / Driveway Approach Requirements:
*The contractor shall call the City of Twin Falls Engineering Department inspection line at
208-735-3446 for the following inspections:
1. Inspection of the compacted gravel base and concrete forms for sidewalk, curb & gutter, and
driveway.
2. Inspection of compacted gravel base for the asphalt patch-back.
3. The contractor shall call the Engineering Department inspection line at 208-735-3446 for
inspection of completed work and final sign off. 24-hour notice is required.
(Refer to TFSD-701 (6" Vertical Curb and Gutter), TFSD-702 (Y Rolled Curb and Gutter), and
TFSD-709 (Concrete Sidewalk) standard drawings for construction requirements.)
Key Notes:
CABTON �� x—x�x I C GO
C-I COHSE CATCH TIDE CURB PER DETAIL SHEET J It I V E 8 a
Q COHSE RELE4SE TYPE CURB PER DETAIL SHEET 3 S 8 074610 LOCATED IN n
0 COHSE DG{fT WIT ASPHALT PARKING PER DETAIL SHEET 3 ' /x NDolr E I A 4 ORTI ON OF TI N0 '4. LOT 3
i
CONST.HEAVY ONY ASPHALT DW PER DETAIL SHEET 3(HATCHED AREA) /'/ 137910 a.49 OJs9. NT579;IS - SW 45W 'SEC3 N
0 RELO ATE FBER OPHC LINE BY PMT(UNDER SEPARATE CONTRACT) 04'E S8646'13"E 78.4T
LINEx� N6O° _ 1 TOWNSHIP 9 SOUTH, RANGE 17 EAST,
ASPH4LTuwcu a
c-s COAST.SIDEWALK PER DETAIL SHEET 3,WIDTH PER PLAN TWIN FALLLSLS MERIDIAN,
AN / /x� 4e.t� _ d
c-7 INSALL BLIND RANGE AND THRUST BLOCK ON DUSTING MAINLINE BEYOND ix�x 1444Fa oE'7'p5 COUNTY, IDAHO o
EXISTING FIRE{MOW OR VALVE-RLMOVE MAOINE AS NOTED � • �N69 / \\ I �rp
CO) INSTALL PEDESTRIAN!RAMP W/DETECTABLE WARNING PER VINT SO-712 to PATIO I 0 10' 20' 40 ,�_ U7 0
O=
THRU SD-712G Mr0 LATEST A�REOUIRNENTS - ' •1��� � Scale In Feet �'}��
C-9 CONST TRASH ENCLOSURE SEE ARCLIOECNRAI FOR DETAILS F7731 PATIO _I / I V,0 d 0
CONST 5'MADE SIDEWALK PER DETAIL SHEET 3,TRAIL CONNECTIONIbp all > c
` I I Ld��
PAD No
VgO 94+. F I I o
EXISTING CURB&GUTTER-RETAIN AND PROTECT 75�a • i 4 8 1 E-8
E-2 EXISTING SEWER MAIN-RETAIN,PROTECT AND UTILIZE .5 \ s pB .8 [7 L_ -7 v
E-7 EXISTING WATER MAIN-RETAIN,PR07ECT AND UTILIZE /-DO F 1
E-4 DUSTING WATER MAIN-TO BE REMOVED MER NEW LOOP IS _I ? A' } yp 7 p " �O `D I y > N N
O CONSTRUCTED AND OPER47DW , °� , �l � nmm o Ff 1 BUILOING gj I I a _
E-5 fXISTWG UTILITY DEVICES-RETAIN,PROTECT AND UTILIZE , ZT 1fADly ® o l•�O I I W E D1 w
E-6 EXIS17NG RETAINING WALL-RETAIN AND PR07ECT E$. ee ,� B' \ .
C �
WW-
I I
0 EXISTING FIRE HYDRANT-RETAN AND PROTECT. p %
E-8 �i• I I Z
EXISTING ACCESS,LANDSCAPE AND Uli EASEMENT-TO BE VACATED '`�i - ' 9 , III z
CO) EXISTING EDGE OF ASPHALT-ROADWAY TO BE OR01PA71D C ralata E �. I N
°,' r r°' / L_1 /• rR L-I C_2 coordinate I I
50-I EXISTING STORM DRAIN MANHOLE SO-D-MHJ-RETAIN AND UTILIZE foundation with J I
RIM=17.95,EXIST.INV.=1Z65,NEW INV.S=1365 , _2 0 \ 10 r C-8 existing fiber ,
SD-1 INSTALL SOIF 15'PVC STORM GRAIN S=0,50x /,� + ,a _�a \�3 2a Be" C-6 � / /I p �
SD- INSTALL STORM GRAN MANHOLE WITH SLOTTED LID PER DETAIL SHT.J. d C_2 f tC \ ILRIM=1820,BTM.MN=10.50,WV.W=1J.15,1W..15'PERF.=1325 x ra ��� Bench Mark-CIF all 14119-3002
® INSTALL BOfF 15'PERF PIPE:INV=1315 5=-0.00X / / C_,3A 2� \ �-1 'Y I 9'Bolt on Fire Hydrant Lecdod of
'iv 2� .N19.a5m .75 F ft.SE Comer of Canyon Spdngs Rd. �O
50-5 INSTALL 130s50'x625'DEEP STORM DRAIN DRYWELL PER DETAIL SHEET 3, �" ; r F '° 9 &Flk—St Dewtron=3629.055
TOP ROCK EL=1875,BRA ROCK EL=1050 NOTE ALL INTERIOR PARKING EDT CURB FO— p
SD-6 INSTALL STORM ARAM MAN7LO E WITH SLOTTED LID PEA DETAIL SHT J. RA00 3'UNLESS NOTED OTHERWISE L_I f3s Py C-6 I / O -0 L
RIM=17.90,M.MH==f0.50,WV.IN=1315,WV.12"PERF==1325 C-3 `' °§. sad, � I �_ � C �
SD- INSTALL 94LF 8'C-900 STORM DRAIN S=+1.57I(WAFY CIFAIRANCE W/ _
SD-4 �0.5 i ra I WATER —
yt
FJB MAIN RNLI FOR 47I SEPAIM NV RhM IS hKI PVC MAY BE USED •L E Ui
H•18'VERTIGA SEPARAl10N FROM WAIERMAW S MAINTAINED) s 1 1 �- O) _
50-8 MSTALL CATCH IRSIN PER ISM SO-602 LG EL=1&57 WV.=14.57 C-2 SD � I � I +-N Q O
C-9 C-34 ',n. 1 I Q Q LL
SO-9 INSTALL 114LF 12'C-900 STORM DRAIN S=+LOOK(VERIFY CLEARANCE '� _ ra x
W/WATER MAN AND FOR DIED SEPARATION REQUIREMENTS PIT MAY BE 'T aepf C d+bra §_ $ O
USED IF 18'NRRCAL SEPARATION FROM WATERMAN IS MAINTAINED)DRAIN afTwf C_J �.5p 1e C-e @ C
_ N L
MAY BE USED FOR ROOF DRAINAGE ANT/OR PAW DRAINAGE G a w ~ 10,n, 1 C-7 1 1 Q �-
� INSTALL CLEANOUT PER DETAIL SHE.J IW..=15.53 ,^s ® �) y _ _ 1
_ o
f.raf\� s0-s awA^^L° cy ce _ �
_ C
g m4a I to O
sb. E- / a, rzozm I
L-1 LANDSCAPE ARIA,PROWDE NRanomN PER LANDSCAPE DISIGNER-DESIGN o C { \\ �4 m E-7 e I fp I
a
BY OTHERS
am
�yy E-2 s T4. y a�i 1
B
E-1 row
tiG C-3 It
EX I S T I N 6 BUILDING '( ar ,y y� I I
� I DO NOT SCALE DRAWINGS
i6, I CONTRACTOR SHALL VERIFY ALL
E-1
H6'p° I ' I I M MONS AND DIMENSIONS AT
THE JOB AND NOTIFY THE
\� T`� I I ENGINEERS OF ANY DIM NSIONAL
y�y C-5 - 1 1 ERRORS,OMISSIONS,OR OIS-
CREPANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.
`I',t 'vim Bo I 1 11/30/18 TCM per Arch.
? j $ 01/04/2019 TCM Pe,J.Stakes
NOTE REFERENCES TO EXISTING PLANS CORRELATE WITH FEBRUARY,2015 ��
AS-BUILD PLANS FOR CA PARK AMENDED SUBDMSIOI.369-1I , I3 `SS I -_ 08/0 5/ TCM New Foolpdnf
NYON
I
SITE UGHONG DESIGN BY OTHERS.
1 � s 1
Parkin Summary: ; = s —�
� Is I
SEE ARCHIIECNRA FOR SUMMARY. e Ian 1
I
I I
1
I
/ a
THIBAULT
I
Drainage C a l c s.:
T.MCBRIDE
Dmi age area'D
Total 124,0330 1.6/12'124,O3Jr.95=15,71lof 1
Total area calculated as impervious-no mducUon for landscape taken. NOV 2018 .
Drainage Area U'to he Retained in Dry-Well V 100k50&Deep y� ?� 'o AS SHOWN
40,000cf Total-16,000d Net Vaids
OPANAGE AREA'0'DRYWM TO BE RELOCATE0,11RECON5IRUCIID AS SHOWN JJ`Y� , 346-18SITEPLAN
HEREON THERE IS NO INCREASE TO ORIGINAL DRAINAGE AREA.ENTIRE ORIGINAL r�
DRAINAGE AREA V WAS CALCULATED AS IMPERVIOUS.THEREFORE THERE WILL BE A
NET DECREASE IN VOLUME REQUIRED FROM ORIGINAL CALCULATIONS WHEN THIS
AREA IS DEVELOPED AND LANDSCAPED AS PROPOSED.
I
Sheet 2