HomeMy WebLinkAboutCanyon Village Subdivision GENERAL NOTES: IDAPA 58.01.08.542.07 PRESSURE IRRIGATION & IRRIGATION NOTES: DO
SEPARATION OF POTABLE,NON-POTABLE,AND RAW WATER PIPELINES (�00
1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PUNS STAMPED BY THE ENGINEER WITH AN APPROVAL 1.ALL CONSTRUCTION AND MATERIALS SHALL E IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS
STAMP BY THE CITY AND OEO AT HE WORKSIiE. TAB SEPARATION OF POTABLE,NON-POTABLE,AND RAW WATER PIPELINES.THE REQUIREMENTS FOR HE PROTECTION OF CONSTRUCTION,THE UNIFORM PLUMBING CODE,HE CRY OF TWIN FALLS,THE TWIN FALLS CANAL COMPANY AND ALL OTHER
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POTABLE MAINS FROM CONTAMINATOR BY NON-POTABLE PIPELINES ARE DESCRIBED IN SUBSECTIONS 54T.07.0 THRU APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF HE CONTRACTOR TO E AWARE OF Roadway Development Plans
2. ALL CONSTRUCTION SHALL CONFORM i0 THE 2012 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE ClTY OF 54T.07.e.FOR THE PURPOSED OF SUBSECTION 112.07,THE TERM'PIPELINE'APPLIES TO BOTH MAINS AND SERVICES.THE THE CONTENTS OF THEE STANDARDS.
TWIN FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. DEPARTMENT WILL USE THE MEMORANDUM OF UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN DETERMINING C
THE RELATIVE RESPONSIBILITIES FOR REVIEWING SERVICE LINES.THE CONDITIONS OF SUBSECTIONS 541.07.c.AND 542.07.6. 2.REFER TO HE CITY OF TWIN FALLS.LATEST EDITION Of PRESSURE IRRIGATION SYSTEM RESIGN STANDARDS AND
3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM SMALL APPLY TO ALL POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRIL,2007 AND WHERE THE CONSTRUCTION SPECIFICATIONS FOR INFORMATION NOT SHOWN IN THESE PUNS. FOC. (D GO
ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL DEPARTMENT OF THE QLPE IS THE REVIEWING AUTHORITY.RAW WATER PIPELINES MUST BE PROTECTED FROM CONTAMINATION (-Y1 '..
WORK IN CONNECTION WITH SITE CONSTRUCTION.HE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE RESPOHSIEE FROM NON-POTABLE PIPELINES AND MUST NOT CONTAMINATE POTABLE PIPEUNES.THEY SHALL THEREFORE MEET EQUIVALENT J.ALL PIPE SHALL BE PVC ASTM 0 2241(SDR-PR)CUSS 200,SOR 21 OR BETTER. LL
FOR HE CLEAN-UP AND REMOVAL FROM HE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY HE PERFORMANCE SEPARATION DISTANCES SHOWN BELOW FROM EITHER POTABLE OR NON POTABLE PIPELINES. (4-4-13; Canyon Village P U D
E THEIR WORK.SUCH MATERIAL SHALL E PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR a, PARALLEL INSTALLATION REQUIREMENTS. 4.ALL GRAVITY MAINS,INCLUDING IRRIGATION MAINS,SMALL E LAID FIRST BY HE CONTRACTOR TO AVOID POSSIBLE
TRANSPORTED FROM HE JOB-SRE• (5-8-09 CONFLICTS WITH PRESSURIZED MAINS.
4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.IT IS HE CONTRACTOR'S L POTABLE MAINS IN RELATION i0 NON-POTABLE MAINS. (5-8-09) 5.POTABLE AND NON-PoTABLE MAINLINE SEPARATIONS SHALL CONFORM 70 IDAPA RULES AND REGULATIONS AS NOTED. (A
RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DISTURBED DURING CONSTRUCTION. (I) GREATER THAN TEN(10)FEET SEPARATION;NO ADDITIONAL REQUIREMENTS. (4-4-13) - L
VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION AND 6.PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED WITH ALL PRESSURE IRRIGATION MAINS.LOCATING WIRE 00
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND V
EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS EGRESS TO SAID CONSTRUCTION. (2) TEN(10)FEET TO SIX(6)FEET SEPARATION:SEPARATE TRENCHES.WITH THE BOTTOM OF HE POTABLE MAIN ABOVE AN0 TAPE SHALL BE INSTALLED PER ISPWC SECTION 901 IN ADDITION TO THE CITY OF TWIN FALLS PRESSURE IRRIGATION 0
HE TOP OF HE NON-POTABLE MAIN,AND NON-POTABLE MAIN CONSTRUCTED WITH POTABLE WATER CUSS PRE.(4-4-13) SIDS.ALL MAIN-LINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THESE STANDARDS. .� �,-
6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL WHERE Located 7L1 a) ui
DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED AND COMPACTED BY (3) LESS THAN(6)FEET SEPARATION:DESIGN ENGINEER TO SUBMIT DATA TO THE DEPARTMENT FOR REVIEW AND F
METHODS APPROVED BY THE Cltt Of TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL STRIPINGS NOT SUITABLE APPROBE CONVAL SHSNRUCOWIINOFTHAT THISPoTABLE WATEINSTR CUSSTION PIE ANDWILL TECT PUBLIC HEALTH THE BOTTOM GE THEAND THE POTABLE MAINOABO CT THE TOP OFE HE MAIN TO UTILITY SERVICE NOTES. A POrt1On Ol L Li FOR FILL MATERIAL SHALL E USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S
EXPENSE. NON-POTABLE MAIN. (4-4-13) /-r 7 C
1.ALL WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRADE GOVIt Lot I ,Section 3 (n 7. EXISTING UTILITIES ARE LOCATED ON THE PUNS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE CONTRACTOR (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED NY EH SAME TRENCH AS POTABLE MAINS (3-30-07) TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN.WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL THE y,
SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR WATER OR P.I.SERVICE BOX SO THAT THE FACE OF HE RISER IS LOCATED 12"TO 18"FROM BACK OF SIDEWALK.ALL Township 10 South,Range 17 East
UTILITIES NOT SHOWN ON THE PUNS OR NOT IN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES ALL SERVICE (5) PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS SHALL BE SEWER SERVICES TO E INSTALLED TO STATIONS AND OFFSETS SHOWN. \CD
LATERALS OF ANY KIND. NO CLOSER HORIZONTALLY THAN TEN(10)FEET FROM THE POTABLE MAINS. (4-7-11) j� Meridian
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2.ALL SEWER SERVICE STUBS SMALL E LOCATED WITH A'T.FENCE POST,PAINTED GREEN.SERVICE STAMPS ON CURB Boise Meridian
8. AFFECTED UTETY COMPANIES SHALL BE NO71fE0 AT LEAST TWO(T)WORKING DAYS PRIOR TO COMMENCEMENT OF 7.NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE SERVICES IN RELATION TO SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. co U)
CONSTRUCTION.CALL'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION TO POTABLE MAINS. (5-8-09) Twin Falls County,Idaho L
9.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST.IMPROVEMENTS FROM DAMAGE AND ALL SUCH (1)GREATER THAN SIX(6)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS BASED ON SEPARATION DISTANCE. (5-8-09) GRAVITY IRRIGATION NOTES: 2015 m�'
IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE
EXPENSE OF THE CONTRACTOR. (2)LESS THAN SIX(6)FEET SEPARATION:ENGINEER TO SUBMIT DATA THAT THIS INSTALLATION WILL PROTECT PUBLIC
HEATH AND THE ENVIRONMENT AND NON-POTABLE SERVICE CONSTRUCTED WITH POTABLE WATER CUSS PIPE. (5-8-09)
IU ALL CHANGES REWIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER TAKES NO 1.ALL CONSTRUCTION AND MATERIALS SHALL E IN ACCORDANCE WITH THE TWIN FALLS CANAL CO.,THE 2012 IDAHO
RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. (3)NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN HE SAME TRENCH AS NON-POTABLE MAINS OR STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE AGENCIES UNLESS �m
NON-POTABLE SERVICES. (5-8-09) OTHERWISE NOTED.IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR TO E AWARE OF THE CONTENTS OF THESE C
II.IDANO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEA)APPROVAL PRIOR i0 CONSTRUCTION. STANDARDS. W
IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. b. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER MAINS OR SERVICE.(h4-13) 2 ALL TESTING AND INSPECTION TO IN ACCORDANCE WITH SAID STANDARDS, 4 U
12.CONTRACTOR SHALL VERIFY DRAWINGS FOR CONFORMANCE WITH ARCHITECT'S PUNS PRIOR TO PROCEEDING WITH ANY L IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WATER PIPELINE ABOVE THE '.
PORTION OF CONSTRUCTION.ANY CONFLICTS SHALL BE VERIFIED BY THE CONTRACTOR AND IMMEDIATELY BROUGHT TO THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE NON-POTABLE 3.ALL MAIN LINES,FITTINGS AND STRUCTURES TO BE CONSTRUCTED TO TWIN FALLS CANAL CO.AND CITY OF TWIN FALLS Z
ATTENTION OF THE ENGINEER. WATER PIPELINE. (4-7-11) STANDARD DRAWINGS AND SPECIFICATIONS. ABBREVIATIONS.
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4.POTABLE AND NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS AS NOTED cD
LA CONTRACTOR SHALL INCLUDING
CONE WITH THE OWNER REQUIREMENTS DE ITEMS SUCH AS LIGHT POLES;FIXTURES, Ii. IF THERE IS EIGHTEEN(1 THE
INCHES OR MORE VERTICAL SEPARATION WITH S POTABLE WATER PIPELINE BELOW THE '..
LANDSCAPING,ETC.INCLUDING CONDUITS FOR SUCH ITEMS. NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BEG FAR C POSSIBLE FROM THE NON IPoTABLE 1 AB AS-BUILT PI PRESSURE IRRIGATION
PIPELINE,AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED THROUGH THE CROSSING 70 PREVENT SETTLING.(4-7-11) ADDT ADDITIONAL PITC POINT OF INTERSECTION
14.ALL APPROACH RADII ARE TO E 20'ill FACE OF CURB UNLESS OTHERWISE NOTED.RETURN RADII AT CUlDE5AC5 ARE
TO BE 20'TO FACE OF CURB.ALL VALLEY CUTTERS ARE TOE 6'WIRE UNLESS OTHERWISE NOTED. ILL LESS THAN EIGHTEEN(IB)INCHES VERTICAL SEPARATION: (5-8-09) BOC BACK OF CURB 70P OF CURB
CB CATCH BASIN PL PROPERTY LINE
15.ALL WATER AND SEWER MAINS SHALL TE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL FEET (I)POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE;AND EITHER: (5-8-09) LEGEND CBU CLUSTER BOX UNIT RW RESILIENT WEDGE
OF CLEARANCE FROM FINISHED UP OF GUTTER. (c)NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE FOR A MINIMUM OF TEN(10)FEET EITHER CL CENTER LINE R"W RIGHT OF WAY
16.PIPE TRENCHING AND BEDDING SHALL COMPLY WITH THE AFOREMENTIONED STANDARDS, SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF POTABLE WATER CUSS PIE CENTERED ON THE Property Boundary Line CONST CONSTRUCT REQ'D REQUIRED
CROSSING OR: (5-8-09) Proposed Lot Line Cif CITY OF TWIN FALLS ITT. RIGHT '..
17.IT I5 THE CONTRACTOR'S RESPONSIBILITY 7O FILL OUT AND SUBMIT A NOTICE OF INTENT(Not)TO EPA AND HAVE A CY CUBIC YARD SF SQUARE FOOT
COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE A7 HE JOBSITE PRIOR TO CONSTRUCTION.SE WEBSITE (b) SLEEVE NON-POTABLE OR PoTABLE PIPELINE WITH PoTABLE WATER CUSS PIPE FOR A MINIMUM OF TEN(10)FEET Proposed Easement Line ------------ EA EDGE-0F ASPHALT SS SANITARY SEWER
hitp://c/pub.epc.gov��npdes/slormwa}ar/c9p.cim.OUESTIONS REGARDING HIS REQUIREMENT MAY BE REFERRED TO MISHA EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMEN7IOUS MATERIALS SUCH AS CONCRETE,CONTROLLED DENSTry FILL, ELEV ELEVATION SW SIDEWALK
VAKOC OF EPA AT;(206)553 6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN FALLS. AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR SLEEVES. (5-8-09) Building Setback Line - -
18.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE,THE NON-POTABLE PIPELINE MUST ALSO BE SUPPORTED FOC FACE OF CURB F:B.M. TEMPORARY BENCH MARK
Proposed Water Main&Size W s'- FH FIRE HYDRANT LEC.C. TWIN FALLS CANAL COMPANY '
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIRD THE CROSSING TO PREVENT SETTLING. (5-8-09) GB GRADE BREAK TOC TOP OF CURB
Existing Water Main&Size w s' GI GRAVITY IRRIGATION TRANS. TRANSITION
19.TRAFFIC CONTROL A SCTOR S FOR SUCH SAT TRAFFIC
INCIDENTAL i0 HE CONTRACT AND E THE RESPONSIBILITY OF THE Iv. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS BL LINES CONTAINING NON-POTABLE FLUIDS SHALL E
CONTRACTOR.HE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PUN TO HE PROJECT ENGINEER PRIOR TO COMMENCING NO CLOSER VERTICALLY THAN EIGHTEEN(18)INCHES FROM THE POTABLE MAINS. (4-7-11) Proposed Sewer Main&Size E e'- INV INVERT iRC TOP OF ROLLED CURB .�WORK' Existing Sewer Main&Size E 6. IRR IRRIGATION TYR TYPICAL
EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXISTING NON-POTABLE SERVICES IN 9 LF LINEAR FOOT TC TOP OF HIGH BACK CURB
20.UTILITY CROSSINGS OF GRAVITY MAINS SHALL BE'POTHOLED'TO VERIFY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION. RELATION TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE SERVICES SHALL Proposed Pressure Irrigation Main&Size p 6'- IT LEFT VG VALLEY GUTTER
MEET THE REQUIREMENTS OF SUBSECTION 542.07.b.,WHERE PRACTICAL,BASED ON COST,CONSTRUCTION FACTORS,AND P 9 NIA NOT APPLICABLE WM WATER METER
PUBLIC HEALTH SIGNIFICANCE.IF THE DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH CONCERNS WITH Existing Pressure Irrigation&Size PI 6' N.T.S. NOT TO SCALE GG
WATER NOTES. THESE SERVICES,SUCH AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, 9 9 O tJ
THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.07.b. (5-8-09) Proposed Storm Drain&Size SO 12'-
5 ALL DS FOR
AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS, FA 20 AND ALL MAINLINE SEPARATION DETAIL Existing Storm Drain&Size SIT 12' w
STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS AND ALL OTHER
APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF PER 20121SPWC SD407 Existing Overhead Powerline UP ,THE CONTENTS OF THESE STANDARDS.
Hydrant H Fire Y
2. NO OTHER UTILITY LINES MAY BE PLACED IN HE SAME TRENCH WITH WATER LINES. . „ .. `i Proposed Y
3 ANY CONFLICT WITH EXISTING UTIU77ES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. k I Existing Fire Hydrant b
4. ALL WATER MAIN SHALL BE AWWA C900,CUSS 150 PIPE AND DISINFECTED PER NEW WATER MAIN CLEANING NOTES. I o; - ; Proposed Manhole p SHEET INDEX
5. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM INSTALLATIONS, ? WATER LNE 3' Existing Manhole ® Sheet T Title Sheet/Notes
INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/fii. j � _ Proposed Power Pole -®-
ON-PoTABLE Sheet FP
6. MAINTAIN L36"ESS
OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE IN NO CASE SHALL ANY WATER MAIN BE / WATER LINE ) 6 FT,c w Final Plat
1 / NPWL Existing Power Pole �-
PUCEB WITH lfSS THAN 30'OF COVER BELOW FINISHED GRADE ` 1---- T 3 $11aB}C1 Proposed Valve Master Development Plan
I w H
7. ALL WATER AND NON-POTABLE MAINS SHALL HAVE A MIN.OF 10'HORIZONTAL SEPARATION.ALL WATER AND IO FT , Sheet C2 Mountain View Dr.Plan&Profile
NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN.VERT.SEPARATION OR NON-POTABLE MAINS SHALL BE INSTALLED Existing Valve DQ
PER MAINUNE SEPARATION NOTES BELOW.INSTALLATION ORDER SHALL COMPLY WITH NOTE NO.7 FOR SANITARY SEWER 2 Sheet C2a Pole Line Road Widening Plan&Profile
NOTES Proposed Catch Basin ® Sheet C3
MISC. Details
8. ALL GATE VALVES SHALL BE RESILIENT WEDGE-AWWA APPROVED. -WATER LINE = Existing Catch Bash ®
9. GATE VALVES ADJACENT TO TEES AND CROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL T,
TEES AND CROSSES SHALL HAVE FLANGED FITTINGS WHERE GATE VALVES ATTACH UNLESS OTHERWISE SHOWN&MJ `��"' "'
ZONE 1 ZONE 2 ZONE 3
FITTINGS FOR PIPE ATTACHMENTS. '..
DO NOT SCALE DRAWINGS
*DISTANCES ARE HORIZONTAL '.
10.ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALS AND CONSTRUCTION APPROVED BY THE VERTICAL SEPARATION REOLNREMENTS HORIZONTAL SEPARATION REQUIREMENTS Bench Mark: DRAINAGE CALCULATIONS CONTRACTOR SHALL VERIFY ALL
CITY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR TO CONDITIONS ANO DIMENSIONS AT
INSTALLATION. ZONE 1:A)WATER AND NPWL MUST BE SEPARATED BY AT ZONE 1: NO SPECIAL REQUIREMENTS. "B"BOIL On Fire Hydrant at INS THE Joe SITE AND NOTIFY THE
LEAST 18 INCHES AND B)ONCE FULL,UNCUT ZONE 2:A)NO SPECIAL REQUIREMENTS FOR POTABLE OR ENGINEER OF ANY DIMENSIONAL
11.CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS REQUIRED BY LENGTH OF PWL AND NPWL PIPE MUST BE NON-POTABLE SERVICES. Ot POIB LIRA Rd and Bridgeview Blvd. DRAINAGE RUNOFF FACTORS: Vi=1.6/11(AxROF)
STANDARDS. CENTERED ON THE CROSSING SO THAT THE OM14102-3042 Elevation=3649.775 IMPERVIOUS AREAS =0.95 ERRORS,OMISSIONS,OR DIS- ',..
JOINTS ARE AS FAR AS POSSIBLE FROM THE B)WATER AND NPWL SEPARATED BY AT 9 LANDSCAPE AREA =0.25 CREPANCIES BEFORE BEGINNING
12.CONSTRUCTION SHALL NOT INTERRUPT SERVICE,WITHOUT PRIOR CITY APPROVALS AND PROPER N077FICATION OF CROSSING. LUST 6 FEET A7 OUTSIDE WALLS. UNDEVELOPED AREA-0.35 OR FABRICATING ANY WORK.
AND C)WATER AT LEAST 18 INCHES HIGHER IN PRE-DEVELOPMENT =0.25(RESIOW14L ONLY)
AFFECTED USERS.CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED WITHOUT AGENCY ZONE 2:A)ONE FULL,UNCUT LENGTH OF BOTH PWL AND ELEVATION THAT THE NPWL
REIMBURSEMENT.ANY TEMPORARY SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL.UNDER NO CIRCUMSTANCE SHALL NPWL PIPE MUST BE CENTERED ON THE WATER TIGHTNESS. DRAINAGE AREA"A': 'N90HS
EMERGENCY VEHICLE ACCESS BE INTERRUPTED 70 ADJACENT PARCELS. CROSSING SO THAT THE JOINTS ARE AS FAR AS D AND EITHER NPWL CONSTRUCTED TO WATER MAIN
MOUNTAIN VIEW DRIVE:CURB TO CURB PLUS 5'LANDSCAPE STRIP AND 10'CONCRETE SIDEWALK AS SHOWN. 2-13-15 tcm Add Tum Lane
13.WATER MAINS SHALL BE TESTED FOR PRESENCE OF COLIFORM BACTERIA PRIOR TO BEING PUT INTO SERVICE. POSSIBLE FROM THE CROSSING. )STANDARDS AND PRESSURE TESTED 3-16-15 tcm Per CTF
AND EITHER B)NPWL MAIN MUST BE CONSTRUCTED TO FOR WATER TIGHTNESS. IMPERVNNIS AREA=1,2501fx(52'+10') =77,500E 1.y12x77,580SFx0.95=9,817CF
14.THRUST BLOCK BEARING ANUS SHALL CONFORM TO THE LAMEST ISPWC STANDARDS AND SPECIFICATIONS.(RE:ISPWC WATER MAIN STANDARDS AND PRESSURE LANDSCAPE AREA=1 250LFx5' = 62505E 1.
6 12x 1250E 025= 42CF
TESTED FOR WATER TIGHTNESS FORA OR E)SITE SPECIFIC REQUIREMENTS TOTAL AREA = =83,750SF TOTAL RETENTION REQUIRED=9,859CF
STD.DWG.SD-403) HORIZONTAL DISTANCE OF 10 FEET ON APPROVED BY DEQ.
15.ALL FIRE FLOW LINES SHALL HAVE AN APPROVED 9ACKFLOW PREVENTION DEVICE INSTALLED ON WATER LINE. BOTH SIDES OF CROSSING ROADWAY DRAINAGE TO BE RETAINED IN AN OPEN BASIN LOCATED AT THE NE CORNER OF THE INTERSECTION
OR C)EITHER THE NPWL OR WATER LIKEOR BOTH ZONE 3: NOT ALLOWED WITHOUT DEQ WAIVER. OF MOUNTAIN VIEW DR.AND POLE LINE ROAD AS SHOWN. '.
EX UTILITY SERVICE FEEDS SHALL ' VERIFIED FOR BUILDING
MINCE WITH ARCHITECT'S PUNS.THE CONTRACTOR SHALL MUST BE ENCASED WITH A BED
FOR
',.
INDMSUALIGN SITES WILL BE REWIRED 70 STORE THEIR STORM WATER ON SITE.STORM DRAINAGE FACILITIES TO
EXTEND UTILITY FEEDS TO WITHIN 5'OF PROPOSED BUILDING PER AEHITECT'S PUN. MATERIAL ACCEPTABLE TO 10 FOR A NOTE: SANITARY SEWER FORCE MAINS MUST HAVE BE DESIGNED PER CTf STANDARDS WHEN INDIVIDUAL SITES ARE DEVELOPED.
HORIZONTAL DISTANCE OF 10 EFT ON BOTH MIN.10'HORIZONTAL SEPARATION AND 18"
17.A MINIMUM OF 25'SEPARATION SHALL E MAINTAINED BETWEEN DRYWELLS AND ANY POTABLE WATER LINES. SIDES OF THE CROSSING. VERTICAL SEPARATION.ZONE 2 AND ZONE 3
ZONE 3:) SAME REQUIREMENTS AS ZONE 2 EXCEPT THE PLACEMENTS ARE NOT ALLOWED WITHOUT A
18.ALL APPLICABLE MATERIALS INCLUSIVE OF RESILIENT WEDGE GATE VALVES TO BE LOW LEAD COMPLIANT(0.25%MAX NPWL ALSO MUST E SUPPORTED ABOVE THE WAIVER CRANED BY DEQ. AwP
LEAD BY WEIGHT)AND MUST BE UTILIZED WHERE APPLICABLE. CROSSING TO PREVENT SETTLING.
XCEPT THE
19.POTABLE AND NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM 7O IDAPA RULES AND REGULATIONS AS NOTED. ZONE 4:) SAME
MUST ALSON E SUPPORTED AS ZONE I EABOVE HE y 33 34 OLE INE RD E 3 3538 �L4 "'IaO dj
CROSSING i0 PREVENT SWUNG. 3 2 1 U@° ITS' 'QJi
NEW WATER MAIN CLEANING NOTES: DESIGN DATA
SANITARY SEWER NOTES: m Ole Z DEVELOPER/NORTHWEST LWESTENTS,LLC. UTILITIES. CITY SEWER,WATER&PR.IRRIGATION,
A. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS: rn �' � %ENT TAYLOR
z TIWI RI 83301 UNDERGROUND POWER,GAS&CABLE T.V.
I.PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED. .1 NDLERIDoE.rDRA ON7EP TWIN
PDX FALLS,1 ^cc IDI'1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2012 IDAHO
EXTENDED OR REPAIRED BEFORE USE. g C EXISTING ZONING: R-1 VAR,AID,C-1 PUB I I✓�
STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE AGENCIES UNLESS 1 x
2.USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,OR IF METHOD IS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE '' I =_ ENGINEER: EHM ENGINEERS INC. PROPOSED ZONING: REZONED DEC.,2014
NOT PRESCRIBED B7 AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN AWWA C651,OR DO AS ESCRIBED 578'S'
IN ISPWC,OR AS FOLLOWS: p 3 z FALL AV E 621 N.COLLEGE RD.,SiF.100 EXISTING USE: VACANT
2 1 xovEo
2.SEWER MAINS ONLY 70 E LAID IN SEWER TRENCHES. 9 10 T 7O ii TWIN FADS,IDAHO 83301
r
v.FILL SYSTEM OR PART D SYSTEM WITH WATER/CHLORINE SOLUTIONS CONTAINING AT LEAST 50 PPN OF CHOLORINE; 1112 PROPOSED USE: RESIDENTIAL AND COMMERCIAL DEVELOPMENT
ISOUTC AND ALLOW 70 STAND FOR 24 HOURS. z PHONE(108)7N-IBBB C-I PLO
b.AFTER STARING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHLORINE REMAINS IN WATER COMING 3.ALL LATERALS TO E LAID AT NOT LESS THAN THE MINIMUM SLOES AS SHOWN IN THE AFOREMENTIONED STANDARDS. - cEsrx
' EASEMENTS: 15'WIDE FRONT LOT LIE UTIUT T.MCBRIDE
FROM SYSTEM. I '` SETBACKS: PER CITY DE TWIN FALLS ZONING
c.SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION.REPEAT PROCEDURE IF BIOLOGICAL 4.E ONS L BE HE CONTRACTORS RESPONSIBILITY TO PERFORM CONSTRUCTION AS PER THESE PUNS.ANY ADDITIONS, 1 < EASEMENT ADJACENT 10 ALL PUBLIC
DELETIONS OR CHANGES SHALL FIRST MEET MTN THE WRITTEN APPROVAL OF THE CONT9OWNG AGENCIES. , FILER E ORDINANCE AND PUD AGREEMENT.
EXA.TWO B SHOWS EVIDENCE OF MUST
BE CONTAMINATION. STREET FRONTAGES. °1AM1 T.MCBRIDE
A.DB BIOLOGICAL SAMPLES MUST BE COLLECTED PRIOR
FROM EACH SAMPLE LOCATION TWENTY-FOUR HOURS APART AND BE 5.ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. -- --_ -- -" VARIANCES, NOSE REQUESTED
DEEMED BACTERIA ABSENT BY TI CERTIFIED UB PRIOR TI POTABLE OPERATION.IF ONE OF THE SAMPLES IS FOUND TO BE VICINITY MAP
BACTERIA POSITIVE AT E LOCATION THEN P CONSECUTIVE CLEAN SAMPLES COLLECTED TWENTY-FOUR HOURS APART MUST 6.ALL SEWER MAINS AND FITTINGS TO E CONSTRUCTED OF ASTM 3034-89,SOR 35 PVC PIPE. NOT TO SCALE SUED.AREA: ..J4 ACRES JAN,2015
BE OBTAINED FROM HE LOCATION BEFORE PUBLIC USE. '..
B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES.
7.POTABLE AND NON-POTABLE MAINLINES SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS AS NOTED. AS SHOWN
FLUSHING NOTE:FLUSHING SHALL OCCUR FROM A FIRE HYDRANT LOCATED NEAR A DRY WELL OR HOLE EXCAVATED FOR A
PROPOSED DRY WELL BE CARRIED IN A FIE HOSE AND DISCHARGE INTO SAID HOLE OR DRY WELL UNDER NO NQ 214-13MOP
CIRCUMSTANCE SHALL FLUSHING WATER E ALLOWED TO ENTER WATERS E THE US.
AS Built JULY, 2015
SHEET T
® 00
m DO
L DJ
(D
C�
WDo
ao
L�
o0
CANYON VILLAGE SUBDIVISION;A PUD 0
PILLAR FALLS SUBDIVISION NO. 1 ® y
FOUND 5/8'REBAR (PARRALLY VACATED) FOUND 5/8'REBAR >LL
&CAP' LS 1000 BASE BEARING - SURVEY INST. 2014-004357 C-P. 19 3.009840 L
C.P.12009-000960 -DRAINAGE AND DRYWELL EASEMENT TIT c
#853399 IN FAVOR OF THE CITY OF TWIN FALLS S89.41 46"E 2644.02' 18335W Canyon Village Subdivision,a PUD N.
34 PER INSTR 1'2014-OIW58 1731935 35,
}r. g
S89'41'46E 1004.24' - � o
3 1322.01F��
Pole Line Road East g 85.74'� 317.77' ALocated In
.0 —
3 2 A Portion of NORTH (D o>
S89.41'46"E 919.05' Gy w • _
—162.29'---01254.80' — 58.98' n�o LB^ L9 .,- ---_-_-_---467.27'__ - Gov't Lot I ,_Section 3m_______ ,� - I Township 10 South,Range 17 East
S89'4l'46'E 162.77' n { y \.� n� - Of
Boise Meridian Ol
Twin Falls County,IdahoUj W
�� \\ 2015
Lot 1 \
Block 2 � I Z
2.53 ACt 0 50 100 200
\\ Lot 1 \ Legend SCALE IN FEET
ACCESS AND UTILITY %J\1 \ 20.55 ACt \ 0REAL POINT
BENN BEGINNING
-
EASEMENT IN FAVOR ' SUBDIVISION BOUNDARY LINE
DRAINAGE AND DRYWELL EASEMENT L6 -
`r IN FAVOR OF THE CITY OF TWIN FALLS p L13 I ^ SECTION LINE —
�. 6 \ PER INSTR/2014-018057 1 �
2 EASEMENT LINE(AS NOTED) ———— ———
S89.09'18'E 386.66' \ \ �,I I 58.00,
E-- --------------�_ \� =1 � . ADJACENT PROPERTY LINE
w•�• \ CA CENTERUNE OF STREET
Block 1 ��, \ \ �-u�.� —- -
I °'A \ 1 { LOT LINE
S1S51,12w
I
79.43' Tract A I•�. I Sheet Index I CALCULATED POINT(Nor SET)
S3•06'301W D s �: ,A I Sheet Number Sheet Title I FOUND 5/8"REBAR(LS tOW) O �•i
73.74' 3 I I FOUND 1/2"REBAR(AS o
N I { 1 of 4 Plat face I :•8 0
102.10' n 4> 2 of 4 Curve and Line Tables - I o
C W " " MONUMENT(AS NOTED) ® ¢J
a I N89'09'081� { 3 of 4 Certificate of Owners I 5 ip Zip
o I d Iq I 4 of 4 Acknowledgements I SET 5/8'x 24'REBAR&. p+
i I Lot 2 I � _ CAP-LS 10110 • 'S
I I 'r' I I - SET 1/2'x 24'REBAR&
7.77 ACf q
I I Health Certificate t GAP-LS 10110 o
I I -SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE TITLE 50,CHAPTER 13,HAVE BEEN I Z an
O a 15'WIDE UTILITY,
/ SATISFIED BASED ON THE STATE OF IDW,DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) I > �cy
I / / _ IRRIGATION,SIDEWALK OA l J/ APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE I F❑
•� v / DEVELOPER FOR CON77NUED SATISFACTION OF SANITARY RESTRICTIONS. BUYER IS CAUTIONED AT I �'••� AND DRAINAGE EASEMENT
THE TIME OF THIS APPROVAL.,NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE I k. 15'DRAINAGE EASEMENT
CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS
IF DRINKING WATER OR SEWER FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE I b
DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES.IF THE DEVELOPER FAILS TO z
CONSTRUCT FACILITIES OR MEET OTHER CONDITIONS OF DEQ,THEN SANITARY RESTRICTIONS MAY ;-
�� BE RE-IMPOSED,IN ACCORDANCE WITH SECTION 50 1326, IDAHO CODE, BY THE ISSUANCE OF
A CERTIFICATE OF DISAPPROVAL,AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER
' v REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED.-
DISTRICT HEALTH DEPARTMENT,EHS DATE: I 93 , ,rice
-. DO NOT SCALE DRAWINGS
O / { CHENFY OR
CONTRACTOR SMALL VERIFY ALL
SUBJECT CONDITIONS AND DIMENSIONS AT
THE ENGINE R SITE AND NOTIFY
THE
c lEN DR >- NAL
PROPERTY ERRORS,
R RORS,I BEFORE 03 BEGINNING
1 TEMPORARY EASEMENT TO BE EXTINGUISHED I -�--- CANDLER Dcf DRY
OR FABRICATING ANY WORK.
1 { UPON THE REMOVAL OR RELOCATION OF { —.
I I THE STORM WATER RETENTION BASIN I _116R-EN Da r I ws�Rz
{ �c
Survey Reference$ I { J9' 39' I I
J2074-004357 I a v I a -- - E I F"-
TARGHE
12006-014492 ^ _ M
2000-020025 �--� J aolo� L----- ---- _I� �_�y `MJI L18 _ �1.1- "�'
S89'43'51"E 309.93`--- - N89.43'57"W 807.25'_- ---- --_---- -•C, g a 1
^ I
\ �a Cheney Drive n I F us AVE E
369.2W " Y 895.63' °'15800, P,
N8943'51'W 1322.92'
° - - ->— r -Ensign Point Subd. Vicinity Map N.T.S. n
� � � � a
I I \ SS�ONPL LANOgG p@\Aj'?:; tF9�
Notes: 3.TRACT A is designated as Utility, 04�QEO\STegep
1. Development of all the lots shall be in accordance with the approved Irrigation,Sidewalk,Drainage and i p %
PUD agreement,Instr Landscaping Easement and is to be owned FOUND 5/8"REtiAR
g �----- P 9
2.No developmentC.P.11992-015732 3 10110
of Lot 2,Block 1 or Lot 1,Block 2 will be allowed and maintained by the future Property ,- c'.
EHM Engineers,Inc. r `^d
until a Replotting is approved by the City of Twin falls.Said Replotting Owner's Association. g > if Are Of WP
shall conform with the approved PUD agreement. 2 lop PQ !r C5
4.All common am will maintained by the hER S.N V 214-13 SP-FP �ttr7,1E"'
future Property Owner's Association. SHEET I OF
9a T.MCBRIDE
T.MCBRNDE
DEC,2014
AS SHOW
214-13Pr*nPWki
As Built JULY, 2015
SHEET FP
- ---- -�`
T� COAST. 12'WIDE TURN LANE _ ��
ae.6z SEE SHEET C3 FOR DETAILS LG 12aY- I PoleT Line Road Fast -'V' -----_ v L 00
s92z 3ssa 39.66 EXISTING OEV�EL PED AS HALTROADWAY ,w ' "` 12•w - - 0) 1
40'48 'ztv 0 30' 60' 120' C n
S 36"SS 9.22 g 36'SS S 36"SS 36'SS 3 SS 5 .,S
_ TBC7S----_.-_ ec - -- -- Scale In Feet (0 0
S'-'- L --' -- I/ TBc 40.83
-- yy15 1 W 4010 LG 40.98 7BC N
------ ----- - _ m. �..i
\\ .yA O 1BC =_ ' ----� � -: -�- ---- 41.30
11 so m l yy. / 56 cP ssw 7 �� -- 40.945 -__-- 41.79TIC
�' C Lc w r J642-.� TBC ( --
� 40.03 39.63 LC {I� (- "Y++ / \ ,...-^- 41.08 O
I'I\ / • \ f\ 39.81 f LG -3842\ `3611 \ L M
1 \ '-J6gp-_ 3639 \ \ .,.I 1' 3641 _.1 / `'mod_ '40.71 \_ i/ \\ IBC \ ( O 00- "'EXISTING APPROACH \ o
364 `l \\ \ ,_
_ 3 �
CONST.TEMPORARY I TbMON BASIN _ \ -�3sa2 I J
- w 4 E L L°�
-3612 \ \\32'z8O'x4x j1EP(MEA Ai M�DEPTH)W/
\ 1`XI�SW WATER FACILITY m \ \ 4Al SIDE SLORES TOP=39.5 INVL,�5.5 a - \ / F-
\-s -- Js4a \ j �o
Lot
\tea O
Lut \ - \ \. ` -3642 I �. / TBC
N
2.�3 Acres \ r\. �1 �� \\ \ 1/�.. I. 1. 5643.. ,"\ \\43.67 °'
LANDS DELINEATION BY FISHER � 6,\ s \ \------3643 / \ \ i' Pt
s a' A SOCIATES,ARMY CORD OF ENGINS �� v a A A m r i ! / / ' 1R elf
-
4 PERMIT NUMBER:NWW-2074-376-10F 'B'" ( ED
i /\
_ \ \ 0
SHEEE2 F4 ROADWAY \ v` / -_ yam./ A� z
/
\
I DEVELO PLA#. \ I
`f ----------------+Fi--- ----,tom \.V A 36�� A �// -_.�, i I /
m I LC
�I 1 TORE SUBDIVISIO
/ f r Assn d FU N-'`J !
\ �� 44------ \ V 1 V i sty-� I
\ \� Noft
t INTERIOR LOT ONES AND PRIVATE DRIVES TO BE ADJUSTED OR DELETED AS
NECESSARY
o T f, -35I6,
\ r \ ;` \ / 3e46" / \ EASEMENTS FOR PUBLIC UNITIES WILL BE PROVIDED ON FINAL PLAT.
\� \ \ \ \ \ -_- --- -3646-_./ - 1 E ,pt STORM'NDMD WA ERSIT PLANS SHALL BE SON I7lE0 FOR SITESWDM PERU4L COMMERCIAL DS
-_._---.3647-. ---____- - \ -3646J I. ^7 I STORM WATER SHALL BE RETAINED ON INDIVIDUAL SITES PER C7F STANDARDS
3647-
LOTS
O C k ?"01 fj1 ,;, .'S6yg L 1 I 1 \ _----'- --3648----_--_ `^-_. 3647._. 31 ,` 1 TBC PRESSURIZED SURFACE IRRIGATION WATER SHALL BE PROVIDED TO ALL LOTS.PIPE
^\ - -3647-- '1 47.62 - WIND WILL BE DETERMINED AS PART OF SITE DEVELOPMENT PLANS. !•r"
EXISTING STORM WATER FACftJTY _
O
PRIWI7E STREET LIGHTING TO BE INSTALLED AND MAINTAINED BY THE LOT OWNER'S
ASSOCIATION DESIGN TO BE PROVIDED WITH DEVELOPMENT PUN SUBMITTAL
\ // I �r 1 I ':I ----3649.-_..___.__ - \ J
f% I J •� I 1 i. /' JSRy _ -3649- --,w46-
A
FUTURE\SUBDIVISION T I / 6°0 //� e/ _-� v 3 -I� /1 DEVELOPMENT suBEcr TO PROPOSED Puo ACREEMENr. a
I I /,�\ �' "-- 3650�` -- �36gp- l ~�3g5D _.,Ty BUILDINGS.LOT LINES AND PRIVATE ORNES ARE SHOWN ARE FOR ILLUSTRATIVE G
\ \ \ //% jy+ti/"+� 3 1 < ry' I9 \\ / - \ \ f PURPOSES ONLY AND ARE SUBJECT TO RL10C17K1N.DELETION OR OTHER
EXISTING IRRIGATION~'6"- \ `/ z \ - L FALLS
\ " / / -- _ /-. \ 9' I J649- AGREEMLM AND APPROMODIFICATION VED VEO BY TH SUCH E Cm OF INARE ACCORDANCEWITH THE PUD O
\ \\ \ ?� t/ / lI \ I r i / t' 1 3651 / -3651_ \ TBC\ I SPECIAL[ANDSCIF'E REQUIREMENTS AVERAGE WIDTH PER PUD v-,
I \ \ 3647 / 364 / / \ 48.80 P _
\ .r / i i i 6� 20.56 Acres
\A 'Nv reu r/// Y6 s' I \ / \\ \ \ -- r 3a�---( r Erin wD DBr�NORTH 35'FROMi BACK of cuae J
�'s$ 1 I \ B 1 o C k 2'-,> < ; \ Y POLE LINE:ROAD 35'FROM BACK OF CURB
w
\ CHENEY DRIVE 20'FROM BACK OF CURB
h e 3644 Y V + I A wourvrAN DR,
DRIVE zo'FROM BACK of cuRe O
i n �
Yp
,76.�\ // C \ i !1 1 I / 5-_ ^ `Gs✓ r' ti I-.\ TRACT A SHALL BE OWNED AND MAINTAINED BY llff BUSINESS OWNER'S ASSOCIATION. Tom"
3 STA ALL LANDSCAPING LL.RE IRRIGATED UTILIZING TFCC SURFACE WATER.PRESSURIZED
6t6_ `� 3645 /� / / \ 1 IMTG'ATION TO BE PROVIDED BY EXISTING ENSIGN POINTS PRESSURE IRRIGATION PUMP
3651 / STATION.
/i.�",.idy6" &s 3s47
- - - - - / - 78C
//"y6" lot
r_ -
\ h .but 2 \ i' l ! 1, r -- - - f - -- -- -_ \ Tec Bench Mark:
7.77 Acres \
\ i/ t i gt f / Y
u I - -- - -mao 'Tfr "B"Bolt on Fire Hydrant at I S
5)4 CQNDUITS VIE` - �- -- \ Le of Pole Line Rd and Bridgeview Blvd.
1\UG 50•60 BU14102-3042 Elevation=3649.775
--_ _ DO NOT SCALE DRAWINGS
yf yV51 \ \ \\ \ \ / _'ybh. _- __- _ i / 50.' CONTRACTOR SHALL VERIFY ALL
\ \
I i J / y651 I CONDITIONS AND DIMENSIONS AT
\ \ 9. \ n TA
LG I { THE JOB SITE AND NOTIFY THE
\ `� ENGINEER OF ANY DIMENSIONAL
^P:i ERRORS,OMISSIONS,OR DIS-
L \ \ APPROXIMAT€LOCATION OF TFCC TILE.DRAIN \ / /( s1.59 \
'AND WELLS \ \ ' I f / / 5t 29 OR FABRICATING ANY WORK.
_ }�/J ,i` CREPANCIES BEFORE BEGINNING
MA�DATED OCT 3, I'M),AVERAGELDEPTH N f/! m J' �f'.'fff ti// // / 1 I E\ TBIG APPROACH 5 I y62 Q
i 5 6,BELOW NATURAL GROUND,CONTRACT. r :, t\, TPI;
\ NO. i INS7. NO. 144285 / °/ <' 57 2-13-15 I=Add Tum Lane
I i I / / f�
/ / 365s- �.- j � 3-16-15 tcm Per Cff
/ ��/� AVM. 1 U \/ AT
/ T I r W� 3334 OLE (NNE RD E 3536
`>r�,i 1 " - -']-- I - -j ._._.._ //b z � 1
I
Oe
h �^
FUTUR4 SUBDIVISION / ' IDF,,DR
f FUTURE.SU80�ION rv
1 r i
r t
} + .� - '
SLO ri T�WCaler 601d ation�SN.SIDE CHENEY) I { -a s _� FALL AV E f z 1 /
TOTAL LANDSCAPING i f MN.F.1 i.§ 2x0.25% = 31t C.F I H I tl m z o n 111z
TbfiAL AY - 290:Fi:Ir1:6��2x0.95% 6,243,C.F. 5T C 2
3ssJ j� l .i TOTAL RET NTION REQUIRED.It*DRAINA '.AREA `& I6,555\C.F. •� I ` � �
OTAti_RETENTION PROWBE 2 xY 19N8 x13'DEEP) �i\ Ia ,.
- - -- 6
- - -- _ -
__T /
-- - --t - - = - - - - / / / I VICINITY MAP E
REMOVE EXISTING(APPROACH- NOT ro SCALE o
CONSi. HIGH BACf CURB AND _ -`3655122'x32'x3'DEFP-WZ 4.1 SI S OPES } \
\ ess-_. moo, TEMPOR�R RE7ENTION34i65IN TO E 3sss \ I Aa T.MCBRIDE
J r 5 " GUTTER-MATCH EACH END -
vv --AND-STRAIGHT GRADE BET A' R EOCATED IF NECESSARY DURING REPLAT I vv I
56.7a 654 I J yAB 36s5._ LG O-X dNSTRUCTION-DF LOT 1 ikOCK 2. / \ \ r I.MCBRIDE
'NBA -- --r'ec 3s5r, a --3ss5 fit / / 'NAPE MODIFIED TO i�'31tr ROCK-Lf s6 \ 3656'
/r
rf- \ - -3s 7 I -_- -�ses; r iG r -TB365s-_ i -_\ /'3ss'Y'7.'UME MET.AB `tG 5554� I H " JAN,2015
•1 NBC 58.75, 591`2`c365� 78C - .J 3656' 1 I IBC \ 57.10 \ 1BC
61.64 - ----_--�3656-... 5853-_---3656__-sT.-3658T6.95 _ -i----- 5Q51
j659,791 9 33 ._--.-365 -3657-_57.65 _.- �.. 3657 -- - ^ ---'3657-- -.- -J AS SHOWN
K
LG \. LG As
Built
M No. 214-13PmimPlaf359.26 s9.w ELOPE Dn"v4sIi
EXISTING DEVELOPED ASPHA'LY ROADWAY - Lc Lc -�-
SS SS SS S 57.13 57.04 I i JULY, 2015
L SHEET C
0 25' 50' too' kitait
Sc-ale In Feet a r o o 8 a e 3 0 00 z o rc
f - E¢ \ 3 i`; "g IX.® LOT. 1 - C z
F a o E4 i a m� U... a€..$o o .= v,o E .�.n �� '.z �a c� — Z
*m J, g. 1 v�i cz'� / "g `'.�. ..� {. ". 'o-c' 4' - I a .. a �L •1 N o �a L d I
c 3
a
of w
-• �n g c / d ` I ! a . T 2 a L ¢z " 0
W
`ca c y i �.�, ! /. ' = ao. _ t.--_ '.�.'-- \\\,1 \ y I ✓�' N a ` "�'cw"'i g 'O' C 3 36gg >
5g. II o I '¢�i x w tmaw f '`I ,141 -6fi$ N1
�. \\ \ \. s k I! � S'S,�, z'§ a y `,Yc� `�..`�'N d, In C N
r _ N I _ I / N - `tg- �i �/ E
« rn {
.� a IRR LJ
g y �
�.�a aa'z'
Existing Fire Hydrant-Retain and Protect p8 `\` tip/ 3 __'`` /
ExistingWater Main- -"_ `..____ e 5 • P i fix.. r6 4 ��I 7 / / �' /"3 �' R= \\ �' 1 ,'' ° ta.36+39 25.5'Lt.Instail Catch z
Retain and Protect y IEc ,.v.g n ! 1 / i �... y N �.I N l 4 A- �� \ Aim /9.. --3sse' ..3e3e of
§ \\\l m - (.�_" 17 i , 56 Basin per CTF Std.Dwg.C-i W
Existing Manhole-See Profile C=55S9' ,5.. 2 0 abTC=40.i5
Existing PI Main-Retain and Protect J ` ' _ !� \ J / I 1 Yi T4332.20'. \ /,i ' Install 5OLF 12"PVC Starm Drain
ExistingArterial r-- j_.. CB=d01'11'58"E ,\\` \ JX ,� _ =0.40Rab
Approach-Retain and Protect -_.- e ,.\ / "y a° -� m:a
Aprons--Remere-end-�Replaee Existing 4'Valley' 9 +I
Gutter ter - 4.64tc- \ ry r.- - - U - --
\ 2`� � ._. 3643;"` ti / �"36 Intersection Station-Sta.
S
ab R' —1 -- C' o. \\ \ y\ o- t 1 3 r- _- 3w` #5 f L�' f 43+25.47 Pole Line Road East= O
Mm. Z, __ Q `7 1 / / l \ _ ,� N n1 I N Sta.37+12.72 Mountain View Dr.
/ RE. 37
Existing Water Main-Retain and Protect�' f u, I �0 e. \ \ \ ,t _ Existing Manhole-See Profile
Existing Utility Devices-Retain and Protect ,I l o ^� _
"ia"� AExistin Sewer Main-Retain and
Protect
'e 3,_h 1 A V 1 `a•� 1
�y �� }, t \ w •, .79t ,/' �
Note:Install Waterline Elbows as R 'd A \ \ _--
Existin Arterial A roach Apron �
eR I R=507.62 y t_ y" p/c I 1(— - 9 PP
to Maintain Alingment as Shown I I A__305.93 V - ' rr +�f 1 \ \ E1� .� ":"� -';'' ��
On•, F - r ��--^- +: � � �v � � � 1 I \ Elv a +,6 ���-I'�� I 1 East Side-Ret in an
Protect � y
Saw Cut North 10'aOff Existing �o MID
T=15Z77 ' Approach,Reconstmcilneld Fit -52
CB=SIT32'G4YW a :n v v� v - ) e 0' seas seas' _. _. "q Curb and-1,m Plend with
y v _ asu i o D=3241'17"
_ �_ ___ __�_ 1 'n say _ I° • ��'� New TC Alignment Eliminating
-- -- r -_ 9 vv Min. A=261.92' I
€-' 1, -_-' v w Angle Point- Both Sides.
• `r- Is
ti I A o e l p e Z- q"1 4 .+C=25838•
cWz ^ ti : 'a.Q ^u 1" -. ----- _ /) Sta.36+52 28'Rt.Install Catch
: - ... \ .OP(c M.e — o -134.64 II Basin r CTF Std.Dog.C-1
C�S16'02'55°E per 9
3 Q v 5` _ / I ob rC=40.20
- - a'- e"P ��-Id9 i Existing Water Main-Retain and
i 'i \. A Yn 3651,.,, .�-. � G O ..� 9
0
t, o \ N a �\� •`-'. l 531c\ '." '1 'a- 4 Protect
d �
a�
' / Mom. I
I 4 ,a I :' > br` - - - y y / --- l v ° a ��'......$C¢ 2 aI O Install Blow OH Assembley per CTF
L- E °' �\ Y N
% i ail U `.f. '\ n. ` -, m / J/ -- \\ 14 h o� \. te. Std.Bog.1-5.ab
o `t5 o
P"_� Install 50LF 12"PVC Storm Drain
C.Martens
d
1,2
y os. s' /. « ( \. � \_ / - _ _ 8 \ a s & I 1 T.DEsi. McBride
_¢3N �. ;J
T.McBride -
.0
-m Jon,2015
t o o `E Bench Mark:
+M a _ L 0 i 1 _ s a 'B'Bolt on fire Hydrant at I/S
lg
c o M k = + at Pole Line Rd and Bridgeview Blvd, sc Shown
R h 2 `^ N y E RUJ4102-3042 Elevation=364-M
o 0 0
y y. '� o ,n $ .no. -13MDP
r - a : REV 2-1; 15 tcm Add Turn Lane
.. . ......... ........ ...- .. .. w
..� .. ...._. .. ... ..- .. ..... ....... .. .... ... Z. - F o; 3-1-15 tcm Per CTF
tl.. .: : .. ^
24
.E32
e o
0
.... .... ... .. i n
N N N _ .... - ...... .......� .. ...� ...� ...:... a .. .:...� ... .� ... .. .....�' .... ... + ... _ no
3660 " +w h
N C
C
H
° i.� R* .......R ...... z ....... g .. 7 ...: g g
3660
0 0
3655 w o
_2 �, h +
^
3655
2 49LF 8' ..WMO. P'..:.... .... .. ........ ... ....... ... ..
PVC So 7:84X <.: ... .... .. .....
PROFILE EVISED 3110 15 ^
,or 5=1.14X l :RAISE DUE TO ROC ... ....... .... ......
3650
3650
e
c� ...
Wer.y.4pyX : .. ......... .. ...... -- -0.40X &Lf. ... ..... .. .. ... .... :... .. ..8...
3645
3645
er =0.53X M PI
W
8'PVC Sewer =p 0 PI
.....
.� .... ... ... .... .... .... .17702LF-8 P Sewer:S=O.52 .... ... ... `?18X' .�.
3640 - .. ....
we or -
Existing ewer Main
.. ... ... ...... .� �PVC Se
st
it
WM
0 SO'VC
7
3640
b .. ..... .. ..... ....... ... .. .
3635 g Install OLF 12''PVVC St. Drain
H S='D.40X 3635
o S `
- -
z JULY 015
mmnn•
-
b v
II I .. ..
wyz3 : Wan2W' N�ylZi .... +IP�i2 ? —h� .. 4wSn
`v N Ed a \ Meal of N^
N w n�'Wz�r nL-iya
vl c E n '
'c c oE�� rrE'S>c All .gi ZSc. _
H�-- a dE=
24+00 25+00 26+00 17+00 18+00 19+00 30+00 31+00 32+00 33+00 34+400 35+00 36+00 N 37+00
SHEET C2
i
0 25' 50' too'
Scale In Feet. a ay 4 c z
a
_ 5
a 2 $g m 0
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39 40 41 4 Q yr• 43 i 44 PC+� Line Road R' 45 E
121W 1 i2"x--�
�c
S 36"SS 36'SS $ '36'SS 38 g �
Existing Sanitary.Sewer Monhole-Retain and Protect 36'S>Q'
Existing.field Drain CUP Standpipe w/Expanded
Metal Cover-Retain and ProWt
hgs5 1 1?` 9 J WDp
So
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36+0 •re3s\I\... 1 \ �' fl.,-36si- - ��=�� ,� i
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Bench Mark: Jan,2015
Bolt on Fire Hydrant at I/S
8 oBMj4102 Line
3042 Elevof on93649.�75 scue Shown
o W
u-5 c
. - owc.no: 214-13MDP
REV 2-1-15 tcm Add Tarn Lane
....:.... .. ... _ 3- -5 tcm Per CT
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ii u n u�.ii u,ii. u,a n.ii ii i n u '�' N H 8 3 8 $
3660
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3650 H
3655
3645
3650
Existin i iC Right
........ ... ..... ........
. .... ........
S=-0;60%
3640
5=+0.25X
3645
3635 7pud 44'Right
3640
...... ...:....
.... --
3635
r
-_.._ .___. ...:.. ...._...� ...:.... .:.... ..:... .. ..:. ...:. .. :... .:... ��tiKGIN"
o
a
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c V.. u t: JU Y, 2015
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
SHEET C2a
I
1
C C;
- C�
U)
m a�
78'Right of Way CD
0 0
25.5'FOC 25.5'FOC C. ai
■�
5'Landscape
n c
10 Sidewalk (7J r
W \_O
O
ID•. -:., 5
Roadway Section per CTF Std.• y9,S-4
Collector Street Section(9-2-3 7 - C
78' R/W, 48'Asphalt Surface Roadway per CTF 2008 Trransportation Master Plan W W o
Mountain Yew Dc Not to Scale U
4-Pkletic a line
nvpm;slope r® i E co
_ 1/-0"par toot
CLEANOUT PLUG WITH 1$" 2-45'Elbows PMabrloated Y or
napping Saddle located
COUNTERSUNK SQUARE top half of pipe Tapgrp Faddy
HEAD Prefabricated Y'ar Repuked
2-D' napping Saddle located 45'Elbow �,"'
k: , i t°P of WW1+ 2
2 1/2"PLAAMMIX PAVEMENT -- --_ - -- P f.routed Y
_ - 1•.Batter _
2" 3/4'AGGR.COMP. 18" DIA. x 6" CONCRETE Tapping Farms
10 95X MAX.DENSITY .- 1"R. 1_t/2' COLLAR 5wrer lntrmaptor- Sever r ytaral- •� O
?` tt.nYr�`("4 ,K'i`ljfo'i�tkr'"JY- 1/4•R.
1D"Dy.ar larger legs ttlan Ta" .. '.Required A•d '� .•�
6•- 1 i/2"AGCR.COMP. r.�"'�S a'h' M?z �: s' ;.,�, a '' J '
TO 95R MAX.DENSITY PROFILE VIEW PROFILE VIEW
6" BEDDING MFN {, N
-- :- _ '. 4 PLACED AROUND PIPE u�..::_-' Connection for Connection for AO
SUBBASE-COMPACTED 12"MIN �- "" - ^ ,� MVTERCEPTOR SEWERS LATERAL SEWERS
II .. s_�.. 1 1.�- ,... NTS N.T.S.
TO 959 MAX.DENSITY - -
--- - - Compacted 3/4"or i 1/2"Gravel(2 1/2'Min.) PLAN VIEW .PUN VIEW
E-x
Base to Bottom of Parking Section _-y,
NOTES:
Connection for
NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR i0 AGGREGATE AND ik - t: The shall construct a6 tope into existing weer and install the NEW OR EXISTING Connection for a' �
1., tap T r from the seror main to the building to include under VeT�
ASPHALT PLLACEMENT. ii '}",` 4 .treea.ts a right-f rile PUBLIC NEW PUBLIC SEWER
1 2. All top.to ling ere shall be located in the upper half of the N.T.S N.T.S
Interior Light Duty Paving Section D�T1 DetailRoadway
for as(Typical)
and 3: tape Tine.t b Idir,ga shall be installed by private con-
Private Raodway Areas(typical) 4. No trench�mnl �I.e ppi cea until the news hda been in-
SECTION FOR ACCESS ROADWAY TO LOT i Not to Scale pleated d approved by the wastewater Colleeto Dept (736-2270).
:. otring CTF High-Back Curb Detail n`' , S. aI a above the top half f the same,la erabelow ma manhole bane
Not to Scale 6. Mn18t prroved tapptn�g saddle shall be required for all new taps to
I.
7 AM se t h n Public traffic ways shall canfonn to Standard
Clean-out Detail DrawingNo T T-1A and T iB for trenchng details.
"8. An owner constructing a new public sewer system in a subdivision or
Not to Scale development shall construct o sewer tap and service for each potential
user and extend it to the property line STANDARD SPECIFICATIONS 409 AND 410
9. Sw Sid.Dwg.S-9.
DO NOT SCALE DRAWINGS
Typical Sewer Service Conl lection Detail CONTRACTOR SHALL VERIFY ALL
_ THE Joe S AND DIMENSIONS AT
Not to Scale THE JOB SITE AND NOTIFY THE
ENGINEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,OR DIS-
CREPANCIES OR
OR FABRICATING ANY WORK.
Plant Mix Patch Mot'l.6' mechanically -max.
compacted to 95X maz.dwelty(See Std.
Dwg.T-18 for concrote a<rwt a d Std.Dwg sty Itt 2" 'w`�415
T"kF'7
B-4).(Not required for gravel surface). or _ 2-13-I5:tom Add Tum Lane
Existing..rf..material Existing...face material mik oreNOTES:2 mn Tack Coat Exist Asphalt Existin Ground Existin Groundnot7 Ewat .... g g 1.An fln hydronta hall have the following
FIRE HYDRANT BENCH MARK SYSTEM 3-16-15 fam Per CTF
Material A The City of Twin Falls bench mark(TFCBIA) -
features:
A 3 1EL 2 2/2 foot bury mior shall be signified by a'B"stamped
,g�, £ �-E x L% !'E $°Emae�° C.i h 4 1h 2 /2 IT threw rrozzle nosidek bolt in i nM of the fin
c�{- 4 a E>, d E E E-$.- See Note No.81 D. ,tin Irydront-a
orced
See Nat No 11 " - d 8 ° E Hydrant Mall be IT
lubricated C{umi Twin Fella bench mark to
F Break-aw rgtectian g(TFCBM)
Grovel Base Co.- �`q E9 E r 6"maximum E K c '€ . 8"maz�mum C a.8 0 aria oy P shad k ins ben by City
backfill material C Dackrll material E
min. 6'maxmum a 0 3 a9 8 �f aria yellow 4 1/2"sawn
E �, io o C;V• C.Colofs:Red barrel,white 2 1/2"coven
�i bacd ll material o° ,t'c Sid trench °b,g 1 Std.trench y construction 12 maz
g of
y m� Sid.trench n' 4..4E4 i width width ° $6 6 H.Fire Hyd t We shall be ro 41wit%cog. 6'mIn.
4 m x,backfill m m s e m 3 4 max.bockfill s°.r E T 3 4 max.bnckfill ,p.$K, 1.byow Wo brass to brain �hfonZs le 0
m mat'I. mat'I. iO mat'I. m o J.Mai Na cloeaa with water
o_ ` g 1 Y Rabar Approval f the City
Water SupeHntantant /
g n°1 E m x m $'$,FS / K preaaure 4 1 2"Sumer.nozzle Center of Range GINPE'�.
w .c - , E e _ 2.Acceptableof ire n rt4 E�
�a O O ag xa type. ammo 2 1 2'nozzle
Y i S Ea >°n e A Wet Co.,Model n Pacer too Sidewalk / GIST �y�
Em B.Mueller Go:,Model name;Super Centurion 12" Fire hydrant range/
3c 1'-0"m n ore sl e w �broak a bolt. O N
Bedding shall be shaped A423 Min. °•Y
base thickness.which to 10R pipes ownll C Claw Valve OWhi on.Made]nam.;M.dallion G+rD 8:gotta
is greater. height(see Std.Dwg. DIMENSION H U BLOCKING 3.The hydrant bottom flange.hall be o-rately
twelyd and pwggad with a metal cp until
�eTYPE t 'T" TRENCH SECTION T-1A> TYPE II TRENCN SECTION TYPE III-TRENCH SECTION Filing Te-, PIu 90•Benda 45'Benda Red. re teen t b cads - -.oil o• 2y t
size. ea 2 1 2 Bend 4.A mechanical joint whe shall be used which ; Bottom flange PxsO
N.T.S. N�a N. g ga hydrant placed. ,F
NOTES
A A anon be tied to the main with Reaq Rods..
1.All work in public traffic ways is subject to approval by the City Engineer. 10, si�*W;, n STANDARD TRENCH WIDTH _ _ - _ _ - If not bolted to tM fbmgew tM mairt. Pavement Cast bonwWe box or Drain hole-H boated in thin i^ ° OF�5.Thrust tilocW onsrot of tM fd metak oat be cinder blooTk surtlowing: crota street aide of curbs block may be ittad.He shall be.nohtred one day before any ezcowt'on' started.No bacdill (18 aaw s 3 4 -8" - A 1/3 C.Y.of concrete not lose than tilrust freakhallba paced until an Impactor's available to inspect and test the then o ponchea P�Fe - - - $ Nick, "1eh 11 ll t Auk (6�of cide of 2 +ppe diameter _ _ _ _ _ B. S bamix whkh hoe a ram of
8"-10 Pipe=3.0' g2.Type 1 "r Trench Section hall be used when cros ing a public or private tho 12' i6"pipe 35 ' 7000 PSIr d,street or driveway section.A rood,street or driveway ction is 5). s 18' 21"Pips-40' NOTE: This labia bawd on 150 PSI main preasaro and 6.Concrete thrust.bkxW shelf not cover
darned s the a under a existing asphalt or gravel surface plus four 11.Gravel base y ba th o rtar inch(3/47 24" 27'Pipe-4.5' 2000 PSF aoR Dearing Prow n.Wrap all fittings with fledge balls or.drain boll.(Sus Sid.
'feet(4')beyond eachedge of the asphalt or gravel u.face, ax a thrty-'.fr t 6').'id..trust or 30•_36•pipe 50' NOTES' polyethylene. Dwg.T-2)• - ! Concrete thrust °N T.MCBRIDE
3.Type II Trench Section shall be used between the edge f developed less,oNemi.e't shall be one-half Standard Manhole=6.0' 7.All hydrant related piping shall be Drain sump-1/2 C.Y.of un form
road,street or driveway surface and a line running parallel with and ten inches(1 1/2")max. Clew 51 ductile iron. ck or gravel Fllla l to i',- ?iy� block,keep 4"-6"
feet 10' from the .A road,street r drive hall be aonstdsrod 1. The concrete for thrust blocks.hull be a five(5)bag m with 2500 PSI or greater strength. 6'above drain hole. from range.
( ) erg •r 6•N far a rro a
dawl ed if it' red and to public duets trawl, 2. All thruata blocks hall be constructed of approximately one-third cubic yards(1/3c.y.)of ydrant Tw from • (Sus Note No.6) A. L MC p a graded open u u r u crate Trot lewethan six inches(6)thick. with xh Mark moved or Main I'ne Fin hydrant valor Cinder block au port
4.Type alit Trench Section shall be d o tetra of dry type one or type two 3. NI water linty nhall M1ave a minimum of thirty ruches 30 rked on,the Ben.h Mork Tag must be on street
Y ( Dmin hot N located in this
5.Rock shall be avoted to at least standard trench width. 4. MI ter line shall be ductile Iran
Claea 51 or greater. moat be removed old fumed into Blot Tee to Gate(flung acts of curb w,cinder black 'n
S.'r'trench need atbe constructed for trenches leg man sewn inches(7") 5. No flinch bacdlll shall be placed nit the rpipe and fittings are inspected by the Enyy 1he.Cty of Twin Falls Engtnwring to flange),o two(2j f'w N.T.S. Jyl,201$
in 'dth. 6. The FI-re and leakage testa hall be co plated in accordance with Section 410.01(3)D. Department. sghtha inch(5/8")Ree Qy support is required.
7 The Pont Nix Section shall be two inches(2')more than existing but it 7. All rk hall conform ith th.City f Twin Falls Sandam Specifications Section.409- pywa Romotae ato ite galena f wz
need hot exceeds inches(67 depth. 8. Thrust blood HING&&y betformed4wi0th plywood to prlewNnt concrote from covering flange butts m0m4. re STANDARD SPECIFICATIONS 410.410.02(l)(8)1) AS$h10WM
e.All trenching anon conform to osru's revised standard f«excavation. or drain hot-,(typ.).
.xo. 214-13NDP
Typical Trenching Detail Not to Sale Typical Thrust Block Detail No o o Typical Fire Hydrant Detail Not to Seale
As Built JULY, 2015 SHEET C.3