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HomeMy WebLinkAboutCalistoga Springs Subdivision No. 2 (Phase 1) GENERAL NOTES: MAINLINE SEPARATION DETAIL PER 2012 ISPWC SD-407 CALISTOGA SPRINGS SUBDIVISION & ® ao 00 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN 18.ALL APPLICABLE MATERIALS(INCLUSIVE OF RESILIENT WEDGE GATE VALVES)TO BE LOW LEAD COMPLIANT(0.25R L' APPROVAL STAMP BY THE CRY AND DEQ AT THE WORKSITE MAX LEAD BY WEIGHT)AND MUST BE UTILIZED.WHERE APPLICABLE. V7NON-POTABLE Development Plans For. - 2.: ALL CONSTRUCTION SHALL CONFORM TO THE 2017 IDAHO STANDARDS FOR PUBLIC WORKS.CONSTRUCTION(ISPWC), 19.POTABLE AND NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS AS ® CTHE CITY OF TWIN FALLS REVISIONS TO ISPWC AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE NOTED. `: wCALI ST OGA SPRINGS S UBD. N aoAPPLICABLE UNLESS.OTHERWISE SHOWN.: - C3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO.PROTECT ADJACENT PROPERTIES NEW WATER MAIN CLEANING NOTES: ER LINENO. Z (PHASE �)FROM ANY AND.ALL DAMAGE THAT MAY.OCCUR FROM RUNOFF AND OR DEPOSITION.OF DEBRIS RESULTING FROM ANY I -AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND.EACH SUBCONTRACTOR,SHALL BE A. .CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS:RESPONSIBLE FOR THE.CLEAN UP ANDREMOVAL FROM THE JOB-SITE ANY TRASH,OR EXCESS MATERIAL CREATED BY w o I `6 LOCated InTHE PERFORMANCE OF THEIR WORK..SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER QR SIMILAR DEVICE PROVIDED 1.PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF IXISBNG SYSTEM$THAT.HAVE BEEN ALTERED, ER LINE °o z FT F L rl WL o I`^I ,.. O ao BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE EXTENDED.OR REPAIRED BEFORE USE. N 3 I A Portion of 4. RECORDEDAND/OR-FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.IT IS THE 2. USE PURGING AND DISINFECTING PROCEpUREPRESCRIBED BY AUTHORITIES HAVING JURISDICTION,OR IF METHOD w 10 FT:R a �T���¢.�7 ¢ �+ p CONIRACTORIS RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DISTURBED DURING IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN.AWWA C651,OR DO AS ��a o o LV YY LYE ,Section 28 � vi CONSTRUCTION. DESCRI13EDIN ISPWC,OR AS FOLLOWS: a.FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINESOLUTIONS CONTAINING AT LEAST 50PPM OF d. I o Township10 South Range.17East.Boise Meridian L`` 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND.VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION CHLORINE,ISOLATE AND ALLOW TO STAND FOR 24 HOURS: ' } c AND EXISTING:SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS/EGRESS 70 SAID CONSTRUCTION. b.AFTER STANDING TIME,FLUSH.SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHLORINE REMAINS:IN WATER WATER LINE o I.. I N•3 COMING FROM SYSTEM. Twin Falls County,Idaho ... - ^� �J 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL a SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION.REPEAT PROCEDURE IF0 - o WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED AND BIOLOGICAL.EXAMINATION SHOWS EVIDENCE'OF CONTAMINATION: ZONE 1 ZONE 2 ZONE 3 2022 \o COMPACTED BY.METHODS APPROVED BY THE:CITY OF TWIN FALLS AND.APPROVED BY THE.DESIGN ENGINEER.ALL d..TWO BIOLOGICAL SAMPLES MUST BE COLLECTED FROM EACH SAMPLE LOCATION TWENTY-FOUR HOURS APART AND STRIPINGS.NOT SUITABLE FOR FILL MATERIAL SHALL BE USED.AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE. BE DEEMED BACTERIA.ABSENT BY A CERTIFIED LAB PRIOR TO POTABLE-OPERATION.IF ONE OF:THE SAMPLES IS FOUND *DISTANCES ARE HORIZONTAL AT THE CONTRACTORS EXPENSE. TO BE..BACTERIA POSITIVE AT A LOCATION THEN TWO CONSECUTIVE CLEAN SAMPLES COLLECTED TWENTY-FOUR HOURS VERTICAL SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REQUIREMENTS - ®to APART MUST BE OBTAINED FROM THE LOCATION BEFORE PUBLIC USE. - (D _ 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE - ZONE 1: NO SPECIAL REQUIREMENTS. C o,:CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES.AND THE ENGINEER BEARS NO - B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. ZONE 1:A) WATER AND NPWL MUST BE SEPARATED BY AT � RESPONSIBILITY FOR UTILITIES NOT SHOWN ON:THE PLANS OR NOT IN THE LOCATION'SHOWN ON THE PLANS.THIS LEAST 18 INCHES AND B)ONCE FULL,UNCUT ZONE 2:A)NO.SPECIAL REQUIREMENTS FOR.POTABLE INCLUDES ALL SERVICE LATERALS OF ANY KIND. FLUSHING.NOTE FLUSHING SHALL OCCUR FROM A FIRE HYDRANT LOCATED NEAR A DRY WELL OR HOLE EXCAVATED LENGTH OF PWL AND NPWL PIPE MUST BE - OR NON POTABLE SERVICES. FOR PROPOSED DRY WELL BE CARRIED IN AFIRE HOSE AND DISCHARGE INTO SAID HOLE OR DRY WELL. UNDER NO CENTERED ON THE CROSSING SO THAT THE B) WATER'AND NPWL SEPARATED BY AT W ` B. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED TO ENTER-WATERS.OF THE US. JOINTS ARE AS FAR AS POSSIBLE FROM THE LEAST BFEET AT OUTSIDE WALLS: O . CONSTRUCTION.CALL DIGLINE 48 HOURS PRIOR.TO COMMENCING'WORK. - CROSSING U AND;C)ELEVATION LEAST H INCHES HIGHER IN. z 9.THE CONTRACTOR SHALL TAKE REASONABLE'MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL IDAPA 58■01.08.542.0 ZONE 2:A)ONE FULL, MUSTUNCU LENGTH OF BOTH HE AND WATER TIGHTNESS THAT THE.NPWL NPWL PIPE MUST BE CENTERED.R THE WATER TIGHTNESS: SUCH IMPROVEMENTS:DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED TO THE ENGINEERS CROSSING FROM THAT THE JOINTS ARE AS FAR AS c`t SEPARATION OF POTABLE,NON-POTABLE, AND RAW WATER PIPELINES AND EITHER D)NPWL CONSTRUCTED i0 WATER co SATISFACBON AT THE EXPENSE OF THE CONTRACTOR. :POSSIBLE FROM THE CROSSING 07.SEPARATION OF POTABLE,NON-POTABLE,AND RAW WATER PIPELINES.THE REQUIREMENTS FOR THE PROTECTION- - MAIN STANDARDS AND PRESSURE 10.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO OF POTABLE MAINS:FROM CONTAMINATION.BY NON-POTABLE PIPELINES ARE DESCRIBED IN SUBSECTIONS 542.07.a THRU AND EITHER B)NPWL MAIN MUST BE CONSTRUCTED TO TESTED FOR WATER TIGHTNESS. -. - RESPONSIBILITY.FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. : -542.07.c.FOR THE:PURPOSED OF SUBSECTION 542.07, THE TERM'PIPELINE'APPLIES TO BOTH MAINS AND SERVICES: WATER MAIN STANDARDS AND PRESSURETESTED FOR.WATER TIGHTNESS FORA OR E}SITE SPECIFIC REQUIREMENTS. THE DEPARTMENT WILL USE THE MEMORANDUM OF UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN HORIZONTALS DISTANCE OF 10 FEET ONAPPROVED BY DEQ. 11.IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEA)APPROVAL PRIOR TO - DETERMINING THE RELATIVE RESPONSIBILITIES FOR REVIEWING SERVICE LINES.THE CONDITIONS OF SUBSECTIONS - BOTH SIDES OF CROSSING.. 0 CONSTRUCTION.7T IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE.. "542.07.a.AND 542.OZb.SHALL APPLY TO ALL POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRIL,- 2007 AND WHERE THE DEPARTMENT OF THE QLPE IS THE REVIEWING AUTHORITY.RAW WATER PIPELINES MUST BE OR C):EITHER THE NPWL OR WATER LINE OR BOTH ZONE 3: NOT ALLOWED WITHOUT-DEQ WAVER.: �A 12.CONTRACTOR SHALL COORDINATE WITH THE OWNER REQUIREMENTS OF ITEMS SUCH AS LIGHT POLES,FIXTURES, PROTECTED FROM.CONTAMINATION FROM NON-POTABLE PIPELINES AND MUST NOT CONTAMINATE POTABLE PIPELINES." 'MUST BE ENCASED WITH A SLEEVING y LANDSCAPING,ETC.INCLUDING CONDUITS FOR.SUCH ITEMS.LANDSCAPE CONDUITS WILL BE REQUIRED TO CONNECT THEY SHALL'THEREFORE MEET EQUIVALENT SEPARATIONOISTANCES SHOWNBELOW FROM EITHER POTABLE.OR NON MATERIAL ACCEPTABLE TO DEQ FOR A - NOTE SANITARY.SEWER FORCE,MAINS MUST HAVE LANDSCAPING.STRIPS AS INDICATED AND/OR AS.REQUESTED BY OWNER. POTABLE PIPELINES. (4-4-13) HORIZONTAL DISTANCE OF 10 FEET ON.BOTH MIN. 10'HORIZONTAL SEPARATION AND 18" •> SIDES OF THE CROSSING. VERTICAL SEPARATION.ZONE 2 AND ZONE 3 13.ALL APPROACH RADII ARE TO BE 20'TO FACE.OF CURB UNLESS OTHERWISE'NOTED.RETURN RADII AT CULDESACS a. -PARALLEL INSTALLATION REQUIREMENTS. - - (5-8-09) ZONE 3.) WE REQUIREMENTS AS ZONE 2 EXCEPT THE 'PLACEMENTS ARE NOT ALLOWED WITHOUT A _ ARE TO BE 20'TO FACE OF CURB.ALL VALLEY GUTTERS ARE TO BE 6'WIDE UNLESS OTHERWISE NOTED. NPWL ALSO MUST BE SUPPORTED ABOVE THE : WAVER GRANTED BY DEQ. I. POTABLE MAINS IN RELATION TO NON-POTABLE MAINS. (5-8-09) CROSSING TO PREVENT SETTLING.- - IL 14.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL .ZONE 4:) SAME REQUIREMENTS ZONE 1 EXCEPT THE 0 FEET OF CLEARANCE FROM FINISHED LIP OF.GUTTER. (1) GREATER THAN TEN(10).FEET SEPARATION.NO ADDITIONAL REQUIREMENTS (4-4-13) NPWL MUST ALSO BE SUPPORTED ABOVE THE U) 15.PIPE TRENCHING AND BEDDING SHALL COMPLY WITH THE AFOREMENTIONED STANDARDS. - (2). TEN(10)FEET TO SIX(6)FEET SEPARATION:.SEPARATE TRENCHES,WITH THE BOTTOM OF THE POTABLE MAIN CROSSING TO PREVENT SETTLING. - C V/ O ABOVE THE TOP OF THE NON-POTABLE MAIN,AND NON-POTABLE MAIN CONSTRUCTED WITH POTABLE WATER CLASS a �A 16.IT IS THE CONTRACTOR'S.RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOQ TO EPA AND HAVE PIPE. (4-4-13) r vW A.COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSITE .SANITARY SEWER NOTES: http://cfpub.epa.gov/npdes/stormwater/cgp.cfm.QUESTIONS REGARDING.THIS-R€QUIREMENT MAY BE REFERRED TO (3) LESS THAN(6)F€ET SEPARATION:DESIGN ENGINEER TO SUBMIT DATA TO THE DEPARTMENT FOR:REVIEW AND MISHA VAKOC OF EPA AT(206).553-6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO.THE CITY OF TWIN - APPROVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH.AND THE ENVIRONMENT.NON-POTABLE E r i0 FALLS.: - MAIN TO BE CONSTRUCTED OF POTABLE WATER CLASS PIPE AND THE BOTTOM OF THE POTABLE MAIN ABOVE.THE.TOP 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH.TEN STATES STANDARDS,THE 2017 IDAHO.' C - LL OF THE NON POTABLE MAIN. (4-4-13) STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC),.THE CITY OF TWIN FALLS REVISIONS TO ISPWC AND ALL m &_ C 17.DEVELOPER.WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING AND COSTS OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE.THE RESPONSIBILITY OF THE CONTRACTOR TO a INCURRED.WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. _ (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS POTABLE MAINS. BE AWARE Or THE CONTENTS:OFTHESE STD'S G 13- I&TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE.CONTRACT AND BE THE RESPONSIBILITY OF - - 2.SEWER MAINS ONLY TO BE LAID IN SEWER TRENCHES. 2 THE CONTRACTOR.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO (5) PRESSURE WASTEWATER MAINS.OR OTHER PRESSURIZED MAINS OR LINES CONTAINING NON POTABLE FLUIDS COMMENCING WORK: SWILL BE NO CLOSER HORIZONTALLY THAN TEN(10)FEET FROM THE POTABLE MAINS. - (4-7-11): 3.ALL LATERALS TO BE LAID AT NOT LESS.THAN.THE MINIMUM SLOPES AS SHOWN IN THE AFOREMENTIONED 0 cc . W 19.UTILITY CROSSINGS OF GRAVITY MAINS SWILL.BE'POTHOLED'TO VERIFY POTENTIAL CONFLICTS PRIOR TO H.NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE SERVICES IN RELATION 70 .STANDARDS - CONSTRUCTION. NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES:IN RELATION TO POTABLE MAINS. (5-8-09) 4.IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION AS PER THESE PLANS.ANY C WATER NOTES: ADDITIONS,DELETIONS OR CHANGES SHALL FIRST MEET WITH THE WRITTEN APPROVAL OF THE CONTROLLING AGENCIES. (1)GREATER THAN SIX:(6)FEET SEPARATION:N0 ADDITIONAL REQUIREMENTS BASED ON SEPARATION DISTANCE ��II�� (5-8-09). 5.ALL TESTING AND INSPECTION SWILL BE IN ACCORDANCE WITH STANDARDS. U) 1. ALL.CONSTRUCTION AND.MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2017 IDAHO (2)LESS THAN SIX(6)FEET SEPARATION:ENGINEER TO SUBMIT DATA THAT THIS INSTALLATION WILL PROTECT PUBLIC 6.ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OF ASTM 3034-89,STIR 35 PVC PIPE. STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), THE UNIFORM PLUMBING CODE,.THE CITY OF TWIN FALLS HEATH AND THE ENVIRONMENT AND NON-POTABLE SERVICE CONSTRUCTED WITH POTABLE WATER CLASS PIPE. - - c REVISIONS TO ISPWC AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SWILL BE THE (5-8-09). 7.POTABLE AND NON POTABLE MAINLINES SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS AS RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS.OF THESE STANDARDS. - 1 NOTED. - (3)NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS NON-POTABLE MAINS 2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH.WITH WATER LINES. OR NON-POTABLE SERVICES. (5-8-09) Sheet Index DO NOT SCALE DRAWINGS 3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. b. REQUIREMENTS FOR POTABLE WATER MAINS OR SERWCES.CROSSING NON-POTABLE WATER MAINS OR SERVICE PRESSURE & GRAVITY IRRIGATION NOTES: CONTRACTOR SHALL VERIFY ALL $beet 1 TIDe Sheet CONDITIONS AND DIMENSIONS AT (4-4-13) THE JOB SITE AND NOTIFY THE 4. ALL WATER MAIN SHALL BE AWWA C900,CLASS.150 PIPE AND DISINFECTED PER NEW.WATER MAIN CLEANING 1.ALL.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2017 IDAHO STANDARDS FOR PUBLIC Sheet 2 - Final Plat Exhibit ENGINEER OF ANY DIMENSIONAL "NOTES L<IF THERE IS EIGHTEEN(18)INCHES OR MORE VERITCAL'SEPARA77ON WITH THE POTABLE WATER PIPELINE ABOVE WORKS CONSTRUCTION(ISPWC), THE UNIFORM PLUMBING CODE, THE CITY OF TWIN FALLS:REVISIONS TO ISPWC,THE Sheet 3 Master el ERRORS,OMISSIONS,OR DIs- THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM I THE TWIN FALLS CANAL COMPANY AND'.ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN:'.IT SHALL BE THE Ma to DBV Plan CREPANCIES BEFORE BEGINNING NON-POTABLE WATER PIPELINE. 4-7-11 RESPONSIBILITY OF THE CONTRACTOR'TO 13E AWARE OF THE CONTENTS:OF THESE STANDARDS. < Sheet 4 Orchard Dr.Plan&Profile. - - OR FABRICATING ANY WORN. 5. COMPONENTS,MATERIALS AND DISINffCTION CHEMICALS INCORPORATED INTO-POTABLE WATER SYSTEM ( ) INSTALLATIONS,INCLUDING SERVICE LINES,MUST BE COMPLIANT.WITH ANSI/NSF STANDARD 60161. ., Sheet 5 Gregory Way Plan&Profile a�s n. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL.SEPARATION WITH THE POTABLE WATER PIPELINE BELOW 2.ALL TESTING.AND INSPECTION TO BE IN ACCORDANCE WITH SAID.STANDARDS 6. MAINTAIN 36'OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE.IN NO CASE SHALL ANY WATER MAIN , THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE - -Sheet 6 Mulberry Lane Plan&:Profile REV. 1°x: 128122 TCM BE PLACED WITH.LESS THAN 30'OF COVER BELOW FINISHED GRADE. NON-POTABLE PIPELINE,AND THE NON-POTABLE PIPELINE MUST BE.SUPPORTED THROUGH THE CROSSING TO-PREVENT 3.REFER TO THE CITY OF-TWIN FALLS REVISION TO ISPWC FOR PRESSURE IRRIGA77ON SYSTEM DESIGN STANDARDS AND Sheet 7 KelseyCr. Way Lane Plan&Profile REV.3122122 TCM per CTF -SETTLING. (4-7-11) CONSTRUCTION.SPECIFICA77ONS.FOR INFORMATION NOT SHOWN IN THESE PLANS.ALL AWN LINES,FITTINGS AND Y REV.3129122 TCM per CTF SEPARATION OR NON-POTABLE MAINS SHALL BE N STRUCTURES TO BE CONSTRUCTED TO.TWIN FALLS CANAL CO.AND CITY OF TWIN'FALLS STANDARD DRAWINGS AND. Sheet 8 Bottle Rock Rd.&Misc.Details 7. ALL WATER AND NON-POTABLE.MAINS SWILL HAVE A MIN.OF 10'HORIZONTAL SEPARATION:ALL WATER AND N. - REV.-4118122 TCM per DEQ NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN.VERT. . LESS THAN EIGHiEEN(18)INCHES VERTICAL SEPARATION. (5-8-09) SPECIFICATIONS. - REV..4101124 /01/24 ab INSTALLED PER MAINLINE SEPARATION-NOTES BELOW.INSTALLATION ORDER SHALL-COMPLY WITH NOTE NO,7 FOR - - - - SANITARY SEWER NOTES: (1)POTABLE PIPELINE JOINT TO BE AS.FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE;AND EITHER:(5-8-09)" 4.ALL PIPE SWILL BE PIC ASTM 0 2241;(SDR-PR)CLASS 200,SDR 21 OR BETTER: - 8. ALL GATE VALVES SHALL BE RESILIENT WEDGE-AWWA APPROVED. (a).NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE FOR A MINIMUM OF TEN(10)FEET 5.ALL GRAVITY MAINS,INCLUDING IRRIGATION MAINS,SHALL BE LAID FIRST BY THE CONTRACTOR.TO AVOID POSSIBLE - EITHER.SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20).FOOT SEC77ON OF POTABLE WATER CLASS PIPE CONFLICTS WITH PRESSURIZED MAINS - 9. LATE VALVES ADJACENT TO TEES AND CROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL CENTERED ON THE:CROSSING OR: (5-8-09) - a TEES AND CROSSES SHALL HAVE FLANGED FITTINGS WHERE.GATE VALVES ATTACH UNLESS OTHERWISE SHOWN&MJ 6.POTABLE AND NON-POTABLE.MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS AS NOTED. FITTINGS FOR PIPE ATTACHMENTS.. (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR A MINIMUM OF TEN(10) , FEET EITHER SIDE OF.CROSSING USE OF HYDRAULIC CEMENTIOUS MATERIALS SUCH AS CONCRETE;CONTROLLED 7.PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED WITH ALL PRESSURE IRRIGATION MAINS.LOCABNG O 5-8-09 WIRE TAPE SHALL BE INSTALLED PER ISPWC BECKON 901 IN ADDITION 70 THE CITY OF TWIN FALLS'PRESSURE DENSITY FILL,AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE F R SLEEVES. 10.ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SWILL BE OF MATERIALS AND CONSTRUCTION APPROVED BY { ). THE CRY OF TWIN FALLS:FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE.NSF CERTIFIED PRIOR TO -IRRIGATION STDS.ALL MAINLINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE:WITH THESE STANDARDS. AMQNO A w INSTALLATION. (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE,.THE NON-POTABLE PIPELINE.MUST ALSO BE "'t SUPPORTED THRU THE.CROSSING TO PREVENT SETTLING (5-8-09) Avf - - t, 11.CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS REQUIRED BY • M STANDARDS iv. PRESSURE WASTEWATER MAINS OROTHER PRESSURIZED MAINS OR LINES CONTAINING NON-POTABLE FLUIDS UTILITY. SERVICE NOTES: SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN(18)INCHES FROM THE POTABLE MAINS. " (4-7-11) "" � 12.CONSTRUCTION SHALL NOT INTERRUPT SERVICE, WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION OF - 1.ALL WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED AFFECTED.USERS.CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED WITHOUT AGENCY c EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXISTING NON-POTABLE SERVICES JN GRADE TO STATIONS, OFFSETS;AND ELEVA77ONS SHOWN. WHERE.OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL $ _ PrO O01 REIMBURSEMENT.ANY.TEMPORARY SERVICE FEED MUST HAVE PRIOR.AGENCY APPROVAL.UNDER:NO CIRCUMSTANCE RELATION.TO NEW POTABLE-MAINS,AND EXISTING'POTABLE SERVICES IN RELATION TO NEW NON-POTABLE SERVICES : INSTALL THE WATER OR P.T.:SERVICE BOX SO THAT THE FACE OF THE RISER IS LOCATED 12'TO-18".FROM BACK OF D.THIBAULi Px°� SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., WHERE PRACTICAL,BASED ON.COST,CONSTRUCTION SIDEWALK.ALL SEWER SERVICES TO BE INSTALLED TO STA77ONS AND OFFSETS SHOWN. s "" SHALL EMERGENCY VEHICLE ACCESS BE INTERRUPTED i0 ADJACENT PARCELS. - FACTORS,AND PUBLIC HEALTH SIGNIFICANCE.IF THE DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH - aRewArso - ae- _ 13. WATER MAINS SHALL BE TESTED FOR PRESENCE OF CONFORM BACTERIA PRIOR TO BEING PUT INTO SERVCE CONCERNS.WITH THESE SERVICES,SUCH AS.WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A 2.ALL SEWER SERVICE STUBS SHALL BE LOCATED WITH A T`FENCE POST,PAINTED GREEN.SERVICE.STAMPS ON °E ON - D.THISAULT :SHOPPING CENTER,THEN THE DESIGN SHALL CONFORM WITH SUBSEC17ON-542.OZb. (5-8-09) CURB SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. - 14. THRUST BLOCK BEARING AREAS SHALL CONFORM TO THE LATEST ISPWC STANDARDS AND SPECIFICATIONS.(RE - Q `° °NA1N1 I.MCBRIDE ISPWC STD.DWG.SD-403)... - 3 - -15.ALL FIRE FLOW LINES SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE INSTALLED ON WATER LINE eH NOV.,2021 16. UTILITY SERVICE FEEDS SHALL BE VERIFIED FOR.CONFORMANCE WITH ARCHITECT'S PLANS.THE CONTRACTOR SHALL - PROJECT BENCH MARK. AS SHOWN EXTEND UTILITY FEEDS TO WITHIN 5'OF PROPOSED BUILDING PER ARCHITECT'S PLAN. PHASE 1 AS-BUILT,, 8-11-23 W °�■.xo 17.A MINIMUM OF 25'SEPARATION SHALL BE MAINTAINED BETWEEN DRYWELLS AND ANY POTABLE.WATER LINES, ALL IMPROVEMENTS INSTALLED PER PROJECT BENCH.MARK-.B BOLT ON nRE HYDRANT 3600 368-21MDP1 TFCBM 13708-2942 300'N OF ORCHARD DR. 18.ALL FIRE HYDRANTS SWILL HAVE STORZ CONNECTIONS INSTALLED. PLAN UNLESS OTHERWISE NOTED 400 W OF HARRISON ST. ELEV.-3827336 Vicinity Map 1 ® DO rA 00 L C� IA Do ao t Ill� L CALISTOGA SPRINGS SUBDIVISION NO.2 O 00 FOUND 5/8"REBAR SOUTH ESTATES PHASE i - - SOUTH ESTATES NO.2 &CAP.LS 8077 42008-026808 - #2017-019965 6 BASIS OF BEARING - SURVEY INST. /2010-003739 L I° 21 C.P.#2011_002466 - - N88'49'02"W 2614.79' - - L c 26 T - - - • 21 22 Orchard Drive - - - - - 1 �s r FOUND ALUMINUM CAP 28 27 Uj �:o �O ' C.P.#2020-020090 �----- S88 49'02"E 837.20' L=----249_59----- \ 417.57' N { ----- _ 1 Lot 8 � 44' I 50,901 S.F.I W o Na„� BOUTLJERN DOAAFOA7 ,ice C8 ��\� N i ( z o BUBDIVJSJDN Y20fl8-Oi2889 00 to . r f T\ Q1 i co E9�� _ z I p i_ / o {� j BLOCK 7 0 30 60 120 7 Lot 2 a O z i REAL POINT OF \\ I / 8 163,710S.F. m SCALE IN FEET �N -!P 1t+� Lim •'�588'49'02"E 133.83-. N88°49'02"W}04.7E""� o 1 / o Q o ro U N88'49'Q2"W W Notes: >_ n 80.58' 79.02 1.02' I 704.94' a - r n o d 1 f Lot S.F. m N LOT 1, BLOCK 7 IS RESERVED FOR rn O I 87,463 . f_/1 w f N 13 I "'� "� ;� " LANDSCAPING AND STORM WATER RETENTION 42' 1 o 1"_ i o ao _ rn ^� in O AND WILL BE OWNED AND MAINTAINED BY A pj I Lot 11 p N Lot 10 8$ Lot 9 I z o -1 Lot 7 ;,, PROPERTY OWNERS ASSOCIATION. LL /3/� to m c A .I o, a V/ m 18,576 S.F. $o B,486 S.F. '-'b o 8,2T1 S.F.I 9,07b SF a n { _ N f 25' 25' a9, 0' o a Q b II I �� J +wyP 4 ALL LHSTREETS ONLY WITH T NOz' L C L ---- ----- --- L,6 10 �' Lot 6, 66 98,g0, DIRECT ACCESS TO COLLECTOR OR IL 'a0 f: ps 58.64' 79.00' 59.00' 4`O 1 C72 :Ott ' 7,834SF.6 00• ARTERIAL STREETS EXCEPT FOR LOT 2, « y _ a, BLOCK 7 WHICH WILL HAVE ACCESS TO. o '�N N90'00'00'W 226.5T C14 Cq 30,E .� o�°•' '`� - ORCHARD DRIVE. N90'0_0'00"E 287.62'` _ ry a°y Lot 5 g°t >.00, - C. 10 .k GB�� _q 6,590 S.F..*" C • LL S A�`` '6• ` & , Easement Key L {o p CALISTOOA SPRiNaB � \. a'� - Ay Lot 4 �00• �, m CL w �y.�� N 6A6 S.F.,a, S8i ^ C F (Yi SUBDIVISION �y 63. S00 �}' 4' J V^ 1�� , IRRIGATION&DRAINAGE FOUND ALUMINUM.CAP O 42010-003739 Sg• o S k t C.P./2021-000841 WI a �. TF 30S >0��\'?0 Lot 3 6650 F 5g�9 © 27'UTILITY, IRRIGATION, DRAINAGE& 7 co .� SIDEWALK EASEMENT M '� \ N63 O Legend ��' sa'� L2 Survey References .F. SUBDIVISION BOUNDARY LINE - 33669, Q /J #2022-001077 y 02244 Curve Table �� cg #2021-0 - SECTION LINE - CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG 7s97, f /'- #2018-01326 11326 i 12017-019956-SOUTH ESTATES NO.2 ' QUARTER SECTION UNE - - - �- / ?,p�. #2010 003739 -CALISiOGA.SPRINGS v CI 1T4244" 50.00' 75.46' 15.40' 7.79' N14't0'00"W Line`fable / - SUBDIVISION EASEMENT LINE ------------ 9 / Kelsey Creek 12008 025806-SOUTH ESTATES PHASE 1 C2 85'5535' 13.00' 19.50'. 17.72' 12,11' S4 16'25"E - LINE# BEARING DISTANCE / y #2008-012839 -SOUTHERN COMFORT DO NOT SCALE DRAWINGS __,_�__- SUBDIVISION ADJACENT PROPERTY LINE -- -- I � - .Way CONTRACTOR SHALL VERIFY ALL C3 58'46'29" 125.00' 128.23'. 122.68' 70.40" S59'22'33"W Lt S88'49'02"E 42.04' #1992-007713 - CONDITIONS AND DIMENSIONS AT CENTERLINE OF STREET - THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL C4 26'01'46", 125.00' 56.79' 56.30' 28.89' N7659'07"W t2. N88'45'47"E 24.60' - ERRORS,OMISSIONS,OR OIS- 'LOOT LINE - Deed References CREPANCIES BEFORE BEGINNING . C5 88.46'47" 20.00'. 30.99'..27.98' 19.58' N45'36'36W L3 N26'01'46"E 4.78' #2022-00S9J4 - OR FABRICATING ANY WORK. CALCULATED POINT(NOT SET) 0 '. C6 90'00'00'. 20:00': 37.42'-28.25' 20.00'. S45'00'00'W L4 SO'00'00"E 15.98' FOUND ALUMINUM CAP B C7 53'O7'48' 20.00' 18,55' 17.89' 10.00' N26'33'54"W - L5 SO'00'00"E 14.95' Surveyor's Narrative FOUND 5/8'REBAR (AS NOTED) O - THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE . CS 286'15'37" 55.00' 274.79' 66.00' 41.25' -N90'OO'OO'W L6" N9O'00'OO"W 29.92' RE-SUBDIVISION OF A PORTION OF SOUTHERN.COMFORT SUBDIVISION - FOUND:1/2"REBAR (AS NOTED) o C9. 53'07'48' 20.00'.. 18.55' 17.89'. 10.00' S2633'54W L7 NO'00'00"E 25.23' AND CAUSTOGA SUBDIVISION FOR A FINAL SUBDIVISION PLAT, THE SUBDIVISION BOUNDARY MONUMENTS WERE FOUND PER CAUSTOGA 5/8"x 24'REBAR-& CAP O CID 65'31'26" 20.00'. 22.87' 21.65' 12.87' S32°45'43"E SPRINGS SUBDIVISION AND SOUTHERN COMFORT SUBDIVISION AND TO BE SET- LS 10110 Easement Line'fable REPLACED WITH 5/8'REBAR AND CAP(LS 10110). THE SUBDIVISIONS C11 1'33'12' 125.00' 3.39' 3.39' 1:69' -N64'44'50"W - WERE PREPARED BY EHM.ENGINEERS,INC. 1/2"x 24'REBAR & CAP ® - C12 Ir32'57' 125.00' 38.29' 38.14' 19.29' N74'17'54"W LINE.Ef BEARING DISTANCE -TO BE SET- LS 10110 Sg`OppL LAND w" SET 5/8'x 24"REBAR C13 6°55'37" 125,00'. 15.11' 15.10' 7.57` N8632'17"W E8 N1'73'13"W 87.49' F`� GLSTEgoa��. � � Qo Eg.0 E o &CAP -LS 10110 C14" 8`40'14" 100.00' 15.13' 15.12' 7.58' -NW39'53"W E9 N8443'13"E 73.43' 10110 ' SET CAP 2'LS2 "R BAR TWIN FALLS COUNTY of AP��So FOUND 1/2"REBAR NO CAP UNLESS. EH1VI Eng111eerS,111�". 2 10,022-008 8.3 am ' j T0'OHER S.V`�Q ® FoayEFIM ENGINEERSt Fee:S A4.80 . OTHERWISE.NOTED- REPLACED WITH. 5/8"x 24"REBAR&CAP LS 10110 KRISTAA GLASCOCK Cmmty Clerk VET 2 O FP Deputy:RROCK SHEET 2 OF 4 "o.Eo 0.THIBAULT 9c" T.MCBRIDE T.MCBRIDE NOV.,2021 AS SHOWN .xo. 368-21YOP Sheet 2 iOD ."P Vmoo 'ems• . czar— 7c-y " w '� \ w y w tf, 7eAv `L^,— o > --- -U�v----—--------_ [r • 6-- --------- ✓ \` —"' �i, x x °'4 2 STING WELL TO B\ C >8IiLI ASRHALT RIVEWAY ONSTRU ED OVER UTILITIES. I 1 \1 w%Is GNOME \ SIDEWALK O CUL-D-SAC i BE CON TRUCTEDIEN THA 1 PHASE I REVEL ED AB 1�;,228cTx x-x - ) I \ I I � 1 1 \ 9$505c1\ ( L'�BL 0 Cl K2 P *1 A E 1 I I \ cV805. W W\P H A \ 2 \ \ -4,1096 C \ \ j �� \\ \ \ OMt. _ •w MHI 15 I I -___\ \ \\\ �n --Q----- \\ \_jr0�5 •' 12_ ra/ \4 , o a\ 6 \3 `. \ \�\ �*�? Boundary Legend:t B L b C / 2 I / 2 '' \ \�, __11p B \\b \\ � ---- ' .4BOUNDARY LINE CL ,w I / lp7 \ is\ J.—ice Cca \ SECTION LINEy10 -q0 �+\ \ 1 PLATTED LOT LINE31 h \0o \ \ / cd -3en ADJACENT PROPERTY LINE --------- C �_ a¢ \ \ \\ 9\ \ \ \ m LLegend: � y-yets__ PROPOSED EXISTING cc � / H � \ i PROPERTY BOUNDARY ROADWAY 6 \ \ \ e` ------ ---------/ \ 1 8 CENTERUNE EASEMENT LINE --- f \ _ PRESSURE IRRIGATION ENE GRAVITY -33n---- \ 7 \ �, N IRRIGATION ENE OVERHEAD POWER a'PI a'vl0.0 ,. \ \ x a �\� u 3e,s-- LINE EDGE OF ASPHALT —iz^a— -�z"cam\ CONTOUR LINE —OHP— '~• 3 \ \ \ /' 9 0'1 IRRIGATION BOX -----'------ -303------- POWER POLE\ 9 \ \ s9 --3s --- -- TEST HOLE 13 ❑O cc ,� SANITARY SEPTIC $ -E�10 2 0 WELL /2®10 ® ® DO NOT SCALE DRAWINGS YCONTRACTOR SHALL VERIFY ALL ,lt, .3819_--_-- THNDIOBNS AND DIMENSIONS AT Y THE J\ \ \ _-_ i/ ERRORS•OMISSIONSR OF ANY •ONR IDS-^ CREPANCIES BEFORE BEGINNING �20 OR FABRICATING ANY WORK. _�- 7 _ m REV. 1128122 TCMA E 2 ,- -- REV.3122122 TCM per CTF REV.3129122 TCM per CTF EV. 4118122 TCM per DEQ REV. 4101124 Gb 13 0 80 80 120ftIr '� L -392t- 8aale In Feat14--_----_ \ \\ I \ \,� '�� 2 � +6----3D.TH194ULT t0D.iHIBAULT C4------,1g27- N oxnT.MCBRIDE -- � \ I I I ------127----- � \� I-------ms'-- c0AS SHOWN PHASE 1 AS-BUILT 8-11-23- 2368-21MDP1 \` \`\ \\ 1 / ^ o�, ~\ I O own xu \ ��_ � _� _`-� v, ALL IMPROVEMENTS INSTALLED PER PLAN UNLESS OTHERWISE NOTED L \\ \\ `\\ `\\ \\ \ e3 _„-i\-------'-"------ ''_392a'- ���\ �•�I�. ,\` \�� v� Sheet 3 0 25 50 100 qq ]]e ^ O $Scale In Feet a2 Ot1YoI IdY n9cC tFW p 2z <no Q z m p opa x O C W !- W ay m - C p Y Q= 0 Y - C x U 2 U U i C O .-. Q W - W N U N U U 4 I-Q Es:N 2 N < - n Z U O U- WI•- ,� UO m. 0 N O:W� 3 � z k V•W m WO � 1-m U O U... W WO.: � Q k n -_Y � U +W a N _ ytl p + W e S <Z y zo W \ _ U =y U Q O p W ti x V ..1.. W n m W U b I... 4'PI V' V/ ---- 8 �� �q - - 4 - - 4t �\ N86'4902W1614.8$= \ iLL45 46 zw�\ 4g -------3� a 154 0 u / LL_Qk1t / 1 s n _ �Ql�. W .rn u \ �� 0 C I I 2 �. cmmCc 3 12'S 12. I m b \ 0 F Iz 0 R Q(=N om. LL fY N C o d x w I a I'a ri7 3MGH0Me \ H o o N > 1 I. z a o� wpi\ `.�� po W. vl axa-. :. \ 'oo " m NWIr D. THIBAULi a aWc QooJ I w \ \ JN� N W I MCA �z ^,I a� N y N \ W > N zzcf L d 1 ab = \ -M U \ � p O a .lS yJ' \ \ �w WN. Q Q \? mQ I... �<,,. tO..t y._., Q 4+ Z.$I Z \ ,� 4 :5 i_ `"I. ..m 3 `>Y> < < < \ --- Y Q se' D. THIBAULT � VQ. �,yQI 1 $ Im p W I' INN W W W of qc C <A'N W $ O o `y 4a it za N>N1: o - 1-". Q ? c�oI I I �� I-�,I Uo p a o •1,12,228cf®.$8t1 .o I \ Q _" \x •�!' H m3_...0 E Y ,.� DUN ��I I % % % X I V) _ \ �Q �.. Y NI Oalf ��--lI tl'- wC Y N ti \ 3,505cf REQ'D.. \ �+p+D U O�W Q x: ar 1>: c.�p I -� �. r<= c>p ar Ir ar o�".�\ p 1-op H d wawa T.MCBRIDE Wp 1 I Z \ W U W 4 W I b h <W O O \ \ RoU- m �L3tla:� c>7 W zzM� U h N ho I'n \ \ . x N I li r, I- x< -+W O ',� .. Q o MARCH.2021 ='Fui ..#N �WI I o ,o� �`r' co41 nl N ��] pN \ o � \ � ..Mac� � � m�C - � - _ > r,W •Q va "a�. vp,.�.: ¢ �Q� v m AS SHOWN m z aq p ._.jp �!2 x0 xY z o PROJECT BENCH MARK-B BOLT ON FlRE HIDRAM <� _+ O N � M N � .Q N a v o o N o z N c cxi Iz i TFCBM/3708-2942 300'N OF ORCHARD DR, W W � • . scut N <ar N N O z Il iQ�•N <C:. -y p H H y 2 m 2 <C Q '+ 400'W OF HARRISON$L ELEV=382Z336 v~—i h ? h a ? 368-21MDP1 ^ b o an o � ^m man N REV. if28/22 TCM.22 iCM par CTF ^ b h m O N ^O M N n NSF M ^ pp MN NO n P �,ham; ,tea ,TI L,, 11 - m^^•: o aO l...v,etl �I F(... .�i..,il REV..3�29�12 TCM per CTF. K C C aY IY pi q ri bed h N v� s'.a b aG_h h. h h N C Ir CIY ev N ^ ^ ^ ^ m ar ar m m Im p o-p o 0 0 p. EV. 4/18/22 TCM per DEQ a iU o c c a : n Iirlen. axI en � . . 1�2 - TCM C01 Ix. .— ^+ m O 2 ++ + + + + . 5 CO/1 + 1p4 ab O o+f + + + t N pO-. AC t n �4 f/-1 +. ^ �+. �+ +- N < c4 # 15 15 n n N _ J m _ cFi 3825 U 10 10 ?4sz fOM 10e 41 ". y h o 3825 o _ N N m S 3820 05 1605 1805 r 05 3820 400'VC 3815 ". 00 Boo \ U 3815 z °9 CONST 3OLF 12"Si RM DRAIN O 5=-0.76X i CONST.-398L .1 2° STORM MAIN 3810 3811 CHEVRON IPELINES-MAI AIN 24`VERRCAL 3810 C ' o m ojfv8'PVC f R 12"PVC ORM DRAIN PIP INE A CHEVRO RESENT Sa 380Z50 807 ING EXCAVAR AWITHIN 50L OF PEUNES.OhWNTAI 7 , z BE SEWER ERVICE®SD -ING 7.00X PVC RO.W5L01N OF GOER CO OP CT CHEVRON � N n 3805 25h o -n 25�� 6i w < d - 208-401.6768-TOP OF -IPE 3799.80 3805 y M = CO 3yq m ° 7 NST... 0�. .: WT=3801. .23X B` EXIST'G:NAIU MAIN 3800 3800 20 ZO 20 20 20. n v a a H TOP OF PIPE= 10 m m n li frzio - 03 a < v ob N Tz ~ b PHASE 1 AS BUILT, 8-ll-23 �5 15 81s 1s, = Q"�' _ ° °� q ALL IMPROVEMENTS INSTALLED PER 3795 V �xM avmj�g.M� M tiQ�>QC�� ti �Q vNbto PLAN UNLESS 9T11ER1XqS NOTE o 9� 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 Sheet 4 ao� 9eG': $S: h <;p. ao $ QOW Wm`v -''.i >Z QjKO WQ I 1 � Wj �C=4' Iap O CO Q VLm 1�4i _7: W n N __. 0. 3 QW coo"•r �� x iQ �S �z �oaca � Q � :Jg 3Z oW d � eA, ms �. 0. zj H Ng ocxo aQ z ax o ox H Incxi $ a CID` CONp-TRU're. oN M R W L mom' N Q Z c v N i= WW LLLI 31+82.21 I PR=05.83 I ' PITC 114.07 2I .Zi 72+ai7J I INS \ a\ 3 3\ I N cg 26+19.10 T 14.47 m 1335 I I �� N+ _ G Wc=z. Pnc-zaw\ � \ + l + I I 10T12.95 li 74J L N az+2.lA1 coxes + + ' v I G / .�.�, N SR:21+28.87AMU auti� ♦ - .: ;.- AS PER COIF sl0. Q., :._. •. .. 'w low toN; tp 10 27+0® to 28+00 / 29+ + MH7 4.9s w d � W . 23 00 \ 3 5+00 MH2 •� e'w 1 I 'O H4 a.P / - sI cJss.19 31 OD Juszss 2 / m ® 'L •P100. 1 1 �•10 0 per a / 7.s7 xe.sR ireic ^s'9°trsc I _ B I-/ i L M 0 25 50 100 C W ti SCalo In Fsat > cc C 3 iN I 83 ++o t/ +N o ff N N +� I, Gi oae7 I GH Nn I I Cl) N b � NN I `�"' ON TRAcr Lll I N 1 -P I FL 12.5d 0 Q O W E �N m x >O -4— m W H - W h N O U O yxj yQy ,w+rso�in D. THIBAULi 2 lQ 1� �� Q c W Q .. � �� � a•-- < ci D. THIBAULT Z$ N I. C I- 2 � � Z ��� o W y Y y - O.� 0 W.. N O� N N�- : N C ?H O a0 Q. 2 C O O N a <M a Q. i �+a l< z n Q r i, N -a �.a\ v u.a.. z pro.. 1 in ox w T.MCBRIDE o x acteQ ^..+; d N O.N W U p wi[ MARCH,2021 O fin .,•} $ d{- CCU < 1 $ Cam: N �.�.,O ,� C2 .-. NW M3 �j�C M.tZ^'. N¢p Z> Q~ PIE O. Q 2 U 1!+C AS SHOWN NW O WW m 368-21MDP1 ci eft N m A m N m M N N n Oi N - -o m to a m m m m m m M IR w m v a 40'WIDE DR Y APPROACHES 0 BE INSTALLED i THE : REV. 1/28/22 TCM o oS ao o ui a o o 0 o ao F ' 0 m ER A REV. �2�22 TCM per CTF r o 0 0 0 o '�'� LOCARONS PER D-7fOC(STA NED TO CENTER F N N N N ^ ) REV.�29 22 TCM per CTF I m m m m m m m m m m m m m m m m m m REV.4/18/22 TCM per OEQ M M M M M M M M M M M M M M M M M M APPROACH U.N. - / / P It n M EV 4/01124 a6 3855r - cdo LEFT RIGHT- . H.... o 0L) o.. C1 .. 25+1 (STAR 24'W 2.14 24'W) 22+ 4.15 3830 rn N H N - ~ - 27+77.25 24+ 0.15 - I 30+23.24 24'W) 26+ 2.15 30+61.25 24'W) 28+ 8.15 -2. 1% 30+ 4.15 (24'W 3825 LT. R At FIRE 2 21% PROPOSED T LT t RT OF OAD ~ CROSSING I LT. & + RL - : � +� a .. 'a 3820 POSSIBLE ROSSING CONFL CTS P CROSSING ` RT. SEE COVER PAGE FOR OP70NS I �.� EXIS rING NATURAL I RADE 0¢ - INSTALL 28 I.F.OF 12"C-100 SO PIPE(LIFT) . 3815 C-900 SD PIPE SLOPE= 0.5X Pf UG END •289GF C-900 SD IIPE SLOPE= 0.5% SLOPE> 8'PVC 6'P.I.MAIN F ei rn 1.85" Ste'R .CROSS G ^2.00%L I + +-'WATER MAIN $ RT. ' 'S 3810 - : (BEYO : FI REQUIRED I'i,0 ,_I •?36 ` 8 RT. P VIEW N coi SLO Ef_f 85X C S "`eV4_ 1.4 LT. g ^c SEE- LA H W I FOR.GR DING DROP MANH)LE TO BE BEYONDf 8 P.I.MAIN CONSTRUCT D AS PER Si ARDUNA NST.361 L.F.OF 121X vGa WER - CRO 31NGAIN ORAWMIG. FROM THE ID 0 SLOPE .. STANDARDS OR PUBLIC KS - _ : POSSIBL CROSSING CO fLiCTS 3800 CONSIRUCTI N(ISPWC) K SEE.CO. PAGE fORPOSSIBLE ROSSING CON CTS o F,OF OX,Sf _ - WER M - - PHASE 1 AS-BUILT, 8-11-23 ALL IMPROVEMENTS INSTALLED PER "1�n I NII N N NNW �5 PLAN UNLESS OTHERWISE NOTED RN d4`i�a ��zK �&�zv5v53 � s� 21+00 +50 22+00 +50 23+00 : +50 24+00 - +50 25+00 +50 26+00 +50- 27+00 +50 28+00 +50 29+00 +50 30+00 +50 31+00 +50. 32+00. -+50- 33+00 +50 C Sheet C ao 2 �/1�, II•� W ti opi 0i 2O p a t Cp W a W a pN�m 15 c m$ a m`a - 8s \ a \ S \12+00 = C a _ r5o \b WM \G. � \ \ h I Q 8°PItQ /10 H6 N \ ^I Ao' y W W(o B1v I � \° z s !! 'If+ 81�5.n $ R $ i �1+8A41 1 L 12+R85 4.96 12+20.85 2S TC 1 p1 \ 124UXQ E69 N C N 1p I I\ I / / \ I Z421 LL c "L a 21 = a o 5 io< -.� ` ee4SSS \ 0 26 60 100 p U.o Scale In Feet.._, Cm > (t{ C Zu o �g + Mo W U N a N I- In N b O ~.a 71x ^ ,i' h 7 _ 2 � z � CIS W ~\\may \\\ 5 � H • e m k \\ ^� INTERSECTION STATION Neia o STA. 19+99.98 MULBERRY= STA.13+47.13 KELSEY CR. Ap OFFSET CROWN 3' FROM L.G. D. THIBAULT Rai L MCBRIDE MARCH,2021 NOT APART OF E 1 <� *K $--� +� � ��3 N�$ AS SHOWN y-,5 z i 5 H z y z o 368-21MOP1 m a�mo m m m' m nm M o mm M M 19 N m m - m n REV. 1�28/22 TCM aom oom I:oo I: w vi .4 vwi r.i Ni niri cJ m of of ao ao REV. 3/22/22 TCM per CTF NN NN NN N N N N NN N N NN N N N N mM mM mm m m m Co mm m M m mm m m m m m ro m m m REV. 3 29 22 TCM per CTF M M MM M M M M MM M N M MM M M M M M M M M M M M N N^ - N n o ry m REV. /1/22 TCM per DEO Jill 11 u u n u u n u u u n N u n n u n u u u ° F F �_ EV. 4/O1/24 ob L.jw Ja'Jy. J J J J JJ'J M J JJ J. J J n• K M M M MM UU UU UU !i $1 M id UU'U II U UU $I $I �f U U df df $I if WC4 +- KF I- I-'/-ir - 1' K F H F 11 II FII FI fNpM Nm K C K Mn M m OM K 1' 1' U V U U U J Ki L) bM IajY mM U V U U n�n U O iDY U U •V V M`} C d' ¢ K 740 + p0 Gp+ ^M F 3830 3830 \ 2.00% EXIS NG GROUND A FILL EQ'D RT. ^ �'--�- x 100' VERTICAL CURVE 4 lT,3825 oo— 3825 TRC RELT. W TER MAIN. - -1.7 CROSSING 10' SI8C LT. TION 8 R 3820 3 L F 8"py "WATER MAIN 0,57% RT. �T, _-- SLOPE__I R ROSSINC(30" RT. COVER REO'O;POSSIBLE C OSSING CONFLI iS CONSL 2 4 FIR HYDRANT •0-1-X_{;�•- -- + 0.EER SEE COVER PAGE FOR OPTI INS 0 OpEf 8"PVC SEWER CR SSING 3815 - L53 STOR DRAIN 3815 o ,Isr�; P.1.MAIN CONST.2 1. 8"PVC S 6"P..MAIN WA ER MAIN m 0 SLOLO PE -0.77X P 3810 POSS14 CROSSING C qFLICTSI 3810 C OF10y CO PST.220 LF.8 PVC SEWER SLOPE O N +N POS ISLE CROSSING CONFLICTS a SEE OVER PAGE F !!IONS 3805 h V)L J PHASE 1 AS-B ll-23 Imo^ N�-imu R'd MN ed oo •--- sz :� €� ' ' ° ALL IMPROVEMENTS INST PER Cs^II 11 11 II � I II 11 $�p II II II a I II N II II II II R Z PLAN UNLESS OTHERWISE NO I3W d g In'zw h'c3zw fns3zw F.i Ln c�zziZn 446 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 c Sheet 6 � U' V~f Z (n ® �rc Z Nv _"�'' a = O +m2PONS R I CqV ol,� To c O S U � � 1: -^ Wm� m N z m N m Q m H o 0 26 60 100 0 25 50 100 =N - °yap ?^N N N =a W =a N a =C 2 Q ~ a 3 r ~ ~ Q N M m, c I z c m W ? Scala In Foot Scala In Foot N ? z =c �i Lu STA 11+1413 2225 STA 21+4 103 1.82 N U cWx0i h / / / /SFA 23+26.I5 1&8. STA 2i#OAI518.18J� // / / �i' / A.4 '�j / •• LL 12+00 STA 21 131f.61 iC / Y / U W L m C A 21+251 2225 ME SS H7 / aIm ld Ax 21+55.1316.64 TC LL Cc Q H c z_ o I i\ I I 21' INST BBL+ARDS-AT EACH d\ I 21 s I \ i /� END OF ACCESS WAY v O F N 3 i cc - I / \ STA.24+82.92 12' N o A W N RT INSTALL ELBOW 67.99 PT I IL W y a Y STA. 25+40.40 12' I - 25 {3 PI CONST.33'LG TO LG ARTERIAL APPROAC x^ "°� m ro ^3 cn N D. THIBAULT m zo ^ c RT INSTALL ELBOW 25+ 5+78 S TFSD-708A, 20 RADII, 4 V.G. INSTALL 8"WATER + PI vl I a c z z H w v++ +" I STA.26+51.05 10'LT'INSTAL MH S07 SZn N z a�'o N �+ z ti m N N\ MAIN 12'RT. I �o•m N o m F c a e= c D. THIBAULT z 3 o PER TFSD-501 ��. N ti a W STA. 26+45.04 12'RT INSTALL I I m z_ z - N ^ _ �' H STA. 26+75.04 6'LT INSTALL TEE W 1 W W N ? x z °R^"" T.MCBRIDE TEE W/2) 10"d 1)8"R.W. I o a m GATE VALVES 8"& 1)6"R.W. GATE VALVES &N N m M MARCH,2021 STA.26+69.04 0'AT. INSTALL + m o c MH 1 PER TFSD-504 10 INTERSECTION STATION STA. 26+69.04 "'`� c z_ 3 } ' +< a 1 x= AS SHOWN �iCCg 8 KELSEY CR.=STA.16+57.07 a z z m a" z . 5 p a ^ z z_ o Q H Qm N ,,,Z �„z N N 368-21MOP1 Y GREGORY WAY W O N��f " N O Z N Z O M O":O ONE h Z9 M N a0 REV. 1128 21 TCM � _ ¢¢ aa c� �- O N. p',� op ap M ^ J J NN NN NN NN REV. �Z/Z2 TCM per CTF '^ao m w m go ww n m M �!.� �.�f i I.i� i i i! REV. /19i22 TCM per CiF M M M M M M M M M 1 V 11 oil M,II CC �1-` � EV. 4%Ot%214 06M per DEO II II Ilr Ilr II�- Ilr o_o_ U U U Trn 3830 `7 K 3825 rn,N.,G N Sn`�1n`� - 3825 - 3825 3825 10'TRANSITIO RE -1.42% p �' 1 LT CROW'TRANSITION RT . o g FROM R 3820 _ -2.18 3820 3820 3820 LT. ,o\ c jSLOPE= -mg RAIN�T C T 376 C.F 15„ ^ ` - -1. 1% LT. RT TRANS N N n CONST.2 VC SEWER WATERMAIN STORM CROSS G 3815 0 S(L E=-%V TO PM p - __ __ -0.9 % RT. _0 v�''i= 3815 3815 LOPE CO 3815 14 PI CROSSING CC ONST 240 - - S4 PE 1 STOR SLOPE*OF.8"PVC S ER 8 WATE 1916A1 -0.94X C OSSING CROSSI EG MAIN "P.I.MAIN 3810 "WATER MAIN �NST 139 L.F.OF 8"p ROSSING SLEEVE38f0 38f0 38f0 50 LF 12 PV SLOPE= O. ROSSING TYP. PO SIBLE CROSSIN CONFLICTS SE COVER PAGE R OPTIONS CONS r 56 L.F.OF 8 PVC SEWER ONST POSSIBLE CROSSING CONFLICTS } io 3805 SLOPE--1 12X SLOPfL�i"PVC S£WfR Q EE COVER PAC FOR OPTIONS 3805 ROP MANHOLE TO BE p'4 O M- ^ ONSTRUCTEO A 3 PER STANDARD RAWING 504 F OM THE IDAHO o 3800 m TANDARDS FOR PUBLIC WORKS 3800 _ h �I-W NCI } ^ g g M PHASE 1 AS-BUILT, 8-11-23 M Q LN a � m a � m PCOahtp �00 .— �-"- ALL IMPROVEMENTS INSTALLED PER p� o�p pip tO N +Z.II II II II II.;4 v�II V,II II II II II II II + g l 'I „ I II^ I II II II LAN ESS OP ER E N D +M 3 2"W N.N.N �...ON,W +...^N,W + II Y- N� Nye h }.L 3 Om 'll' ^�'II' Om II r N �W2 N� N NCrJy II N�.J•G—� N52�z� N�1A�G cn— ��� �nC2 3� N�--� N�1--�.�� N�� NC- 21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 N+50 W 26+00 +50 27+00 24+00 +50 25+00 +50 26+00 +50 27+00 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 Sheet a o Q to ¢ 58'RIGHT-OF-WAY 2 U z o a z Q z 31'LIP OF GUTTER 2' VARIES MIN. 6' 6'CONC. C j a W NCQNS16 �� DE 13.5'APPROX EXIST.ROADWAY CONST.CURB& LANDSCAPE STRIP SIDEWALK TO BE SOD/SEEDED W// C — TO BE REMOVED&REPLACED GUTTER IYP. SPRINKLER SYSTEM(IYP) VARIES W SiA. 15+9%1601.L Jo 6 as H ,N _ _----- '--2% 1 Il 5:1 4:1 2% g MJ PLUC �a ---- _-- STA. 15+95 0'Ri. CAP z¢ �'+3 z B m o -- _ 99P, =0 50 100 `y STA. 15+95 6'RT. CAP DRY i Q H " --- `--- _ 15'16 o PIPE CULVERT 0 ROAD CROSS'G W tale In Feet E111TING ROADWAY - — 9, ? ^ _ 4.)HMA PLANT MIX PAVEMENT(PG 72.28 OIL) 6)3/4'TYPE I CRUSHED AGGREGATE BASE \ *Xc 16)2"TYPE II OR 3/4'TYPE 1 CRUSHED \ \ Note: City of twin Falls to maintain landscape strips shown in typical Section AGGREGATE BASE '\ b, COMPACTED SUBGRADE '0 0 TYPICAL ROADWAY SECTION LL ) m N r��pp ° ORCHARD DRIVE not to scale e CO W � C v c 24'Rolled Curb, a N LL w Cutter&S'walk. C nn 0 00 ' Lett&Right cc 0 C v — Transitions Per 50'Right-af-Way d cc3 — a Construction Plans \ fL I-- z 25'Right-of-Way 25'Right-of-Way 0 5'SIOEW\ 18'Face o/Curb 18'Face of Curb 5'SIDEWALK 7 N Face of 24'Rolled Curb 0! 3 o c r Crawn'k* Lin /�� coy 2% —� ✓ 27 Lip oa CWtre V 2:1 Max Slope ioZZ c�a 12+< o W c 3 2 1/2)HMA PLANT MIX PAVEMENT "P""°"°° D. THIBAULT 2)3/4'TYPE I CRUSHED AGGREGATE BASE _-- __-- o D. THIBAULT **Crown may vary across road section. See profile view for non-balanced sections 6)2'TYPE II OR 3/4'TYPE 1 CRUSHED AGGREGATE BASE " T. MCBRIDE COMPACTED SUBGRADE re 7&N aW ^3 h c MARCH,2011 +W c N z g TYPICAL ROADWAY SECTION AS SHOWN RrueY CREEK WAY,WIMBERRY Uwe,DOGWOOD COURT&DOTLIE ROCK RD not to scale 368-21MDP1 Nm vNio� o� �m r°$o. �ooN a"'ov ec°Ov^u�N�o REV.Y2Y12 TCM f NN NMN MN MN n$nrj MM MMj ly+j MHIMMM ' NN NNN NN NN NN N NN NN NN NNN REV. 2 22 TCM per CTF REV.3129122 TCM J� per CTF REV. 4/8J22 TCM per CTF U REV. 4/18/22 TCM per DEQ v REV. 4 01/24 ab 160 T a: ^' o ++v m 36'RIGHT-OF-WAY ¢ 36'RIGHT-OF-WAY +i.00 5'CONC. 6.5, 24'FOC _ 24'FOC 6.5' 5'CONC, SIDEWALK W/6'LANDSCAPE STRIP W/6'LANDSCAPE STRIP SIDEWALK CONST.CURB& CONST. CURB& i0 1E SOD/SEEDED W GUTTER-TYP GUTTER-B& TO BE SOD/SEEDED W// 0.5' SPRINKLER SYSTEM(T1P) SPRINKLERS SYSTEM(1Y1') 0.5' 2. 41 5:1 " 100D 27 —2% 1002 5:1 4:1 (--2% 3825 CRO N+0.45%RT.G -0.40• �— — — — -1 4.5' 2.5' 2 1/2)HMA PLANT MIX PAVEMENT(PG 72-28 OIL) 1.5' 4.5' -0.40% LT. -0.87% LT. 5)3/4'TYPE I CRUSHED AGGREGATE BASE 3820 15 1/2)2'TYPE II OR 3/4'TYPE I CRUSHED. AGGREGATE BASE COMPACTED SUBGRADE TYPICAL ROADWAY SECTION **Note: City of Twin Falls to maintain landscape strips shown in Typical Section tl�ayRNGi T¢B• O 3815 ER GREGORY WAY SLOPE'= 0.50X S not to sale ra m 000 '^ Y r+°FTraOFIDP�Og� 3810 9g10lwAt�" 45'RIGHT-OF-WAY ¢ 45'RIGHT-OF-WAY 5'CONC. 1. 6.5 24' 9' 9' 24' 1 6.5' 5'CONC. SIDEWALK LANDSCAPED ISLAND IANDSCAPED ISLAND RELEASE CURB SIDEWALK 0.5' TYPICAL 0 CALISTOG4 SPRINGS DEVELOPMENT 0.5' CONST.CURB& aD _ TYPICAL ROADWAY SECTION _ GUTTER-TYP. a CONTINUED WHERE BREAKS rr & o PHASE 1 AS-BUILT, 8-11-23 OCCUR IN ISLAND 2 1/1)HMA PLANT MIX PAVEMENT(PG 72-28 OIL) o 5)3/4"TYPE I CRUSHED AGGREGATE BASE z ALL IMPROVEMENTS INSTALLED PER 15 1/2)2'TYPE If OR 3/4'TYPE 1 CRUSHED PLA UNLOTHERWISE NOTED AGGREGATE BASE — COMPACTED SUBGRADE h e0 ,NyM�N vj N ' ROADWAY SECTION AT CALISTOGA SPRINGS ENTRANCE ^NMMM� tC�r',v�j N 3 GREGORY WAY pp not to eale 22 N3 a Z >> A_ +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21+00 8 Sheet