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HomeMy WebLinkAboutSun West Subd. No. 1 GENERAL NOTES IDAPA 58.01.08.542.07 - SEPARATION OF WATER MAIN DISINFECTION NOTES: Construction Drawings j.a wZ ngs, For 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTROC77ON PLANS STAMPED BY THE ENGINEER WITH AN APPROVAL. POTABLE.,NON-POTABLE,AND RAW WATER PIPELINES A. CLEAN AND DISINFECT WATER-DISTRIBUTIOJ PIPING AS FOLLOWS: l' U w o STAMP BY THE CITY AT THE WORKSITE.. 2. ALL CONSTRUCTION SHALL CONFORM TO THE 2017 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF 1. PURGE NEW WATER-DISTRIBUTION PIPING AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN 07. SEPARATION OF POTABL NON-POTABLE.AND RAW WATER PIPELINES. THE REQUIREMENTS Q j TWIN FALLS REVISIONS TO THE 2015 ISPWC,AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE FOR THE PROTECTION OF POTABLE MAINS FROM CONTAMINATION BY NON-POTABLE PIPELINES ARE DESCRIBED ALTERED,EXTENDED OR REPAIRED BEFORE USE. H.{ APPLICABLE UNLESS OTHERWISE SHOWN. IN SUBSECTIONS 542.07.a. THROUGH 542.07.c.FOR THE PURPOSES OF SUBSECTION542.07, THE TERM 2. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM PIPELINE"APPLIES TO BOTH MAINS AND SERVICES. THE DEPARTMENT WILL USE THE MEMORANDUM OF METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN Qo $ ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN DETERMINING THE RELATIVE RESPONSIBILITIES NFPA 24 FOR FLUSHING OF PIPING.FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY ="I o u' 3 ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE FOR REVIEWING SERVICE LINES. THE CONDITIONS OF SUBSECTIONS 542.OZa.AND 542.07.b.SHALL APPLY TO WATER DOES NOT APPEAR AT POINTS OF OUTLET. < py rn RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY DALL POTABLE EPARTMENT OR 7HEEQLPENS HE RE OR VIEWINRECONSTRUCTED ONNST UCTIT AFTER WATER IL 15,2007 VIES AN WHERE THE PROTECTED FROM 3. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR,IF Sun West S u . No.] , a P UD �� ,� THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED DEPARTMENT T O FROM NON-POTABLE PIPELINES,AND MUST NOT CONTAMINATE POTABLE PIPELINES. THEY METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE DESCRIBED IN "�o c BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE. SHALL THEREFORE MEET EQUIVALENT SEPARATION DISTANCES SHOWN BELOW FROM EITHER POTABLE OR AWWA C651 OR DO AS FOLLOWS: bQa v$p 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF.THIS PROJECT IT IS THE CONTRACTOR'S NON-POTABLE PIPELINES (4-4-13) a. FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 o RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. RPM OF CHLORINE, ISOLATE AND ALLOW TO.STAND FOR 24 HOURS. �'� rn v N 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION a. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) b. AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHORINE REMAINS W AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. IN WATER COMING FROM SYSTEM. Twin Falls,IiI1 S, Idaho 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL L POTABLE MAINS IN RELATION TO NON-POTABLE MAINS. (5-8-09) c. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AN AUTHORIZED LAB.FOR TESTING HAVING WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REWIRING FILL MATERIAL.FILL SHALL BE PLACED AND JURISDICTION,ONE SAMPLE AFTER FLUSHING AND A SECOND ONE 24HOURS AFTER FIRST SAMPLE hI�11 gg SO SO COMPACTED BY METHODS APPROVED BY THE CITY OF INN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL (1) GREATER THAN TEN(10)FEET SEPARATON: NO ADDITIONAL REQUIREMENTS. (4-4-13) IS COLLECTED.REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF I�M.t? a°y w STRIPPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER O() CONTAMINATION. m W c THE P26TABLE MAIN ABOVE FEET TO OF THE'NON SEPARATION., O ABLEMAIN,AND OTRENCHES PO ABIE NTH CONETRUCTMEDDF OR DISCARDED OFF-SITE AT THE CONTRACTOR'S EXPENSE B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. U� Z EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR WITH POTABLE WATER CLASS PIPE. (4-4-13) SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FLUSHING NOTE: FLUSHING SHALL OCCUR FROM THE NEAREST FIRE HYDRANT AND BE CARRIED IN A FIRE o FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL ((3)) LESS THAN SIX((6))FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA TO THE HOSE INTO A NEW RETENTION BASIN OR DRAINAGE SWALES OR DISPOSED OF IN A WATER TRUCK TRANSPORTED 2018 AS-Bulls-Sept.2019 SERVICE LATERALS OF ANY KIND. DEPARTMENT FOR REVIEW AND AP OVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH OFFSITE TO AN APPROVED LOCATION. UNDER NO CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED TO As-Built Per Plan F�c tAs Noted cy 8. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED AND THE ENVIRONMENT,NON-POTABLE MAIN TO BE CONSTRUCTED OF POTABLE WATER CLASS PIPE,AND ENTER WATERS OF THE US. if IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. WITH THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAIN. (4-4-13) 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF SHEET INDEX: CONSTRUCTION.CALL'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS 10.MODIFICATIONS OF EXIS77NG UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. POTABLE.MAINS. (3-30-07) DESCRIPTION- SHEET NO. 11.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES 70 PROTECT EXIST IMPROVEMENTS FROM DAMAGE AND ALL CIVIL NOTES C0.01 SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S (5) PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. NON- OTABLE FLUIDS SHALL BE NO CLOSER HORIZONTALLY THAN TEN(10)FEET FROM POTABLE MAINS. MASTER UTILITY PLAN C1.01 12.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER TAKES NO PRIVATE RD. 1 PLAN & PROFILE C2.01 RESPONSIBILITY FOR ANY REQUIRES DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. IT. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE VICINITY SKETCH: PRIVATE RD. 2 PLAN & PROFILE C2.02 13.IDAHO CODE CONTRACTOR'S REQUIRES IDAHO DEPT IN ENVIRONMENTAL QUALITY(IDEA)APPROVAL PRIOR TO CONSTRUCTION. IT. IN RELATION TO NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION TQQ IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE POTABLE MAINS. (5-8-09) 14.ALL APPROACH RADII ARE i0 BE 20'TO FACE OF CURB UNLESS OTHERWISE NOTED.RETURN RADII AT CUT,-DE-SACS ARE TO BE 20'TO FACE OF CURB.ALL VALLEY CUTTERS ARE TO BE 6'WIDE UNLESS OTHERWISE NOTED. (1) GREATER THAN SIX(6)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS BASED ON 75.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL FEET SEPARATION DISTANCE. (5-8-09) OF CLEARANCE FROM FINISHED LIP OF GUTTER. 16.PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY NTH THE AFOREMENTIONED (2) LESS THAN SIX�6)FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA THAT THIS STANDARDS INSTALLATION WILL PROTECT PUBL C HEALTH AND THE ENVIRONMENT AND NON-POTABLE SERVICE 17.IT IS THE CONTRACTOR'S RESPONSIBILITY i0 FILL OUT AND SUBMIT A NOTICE OF INTENT(NOI)TO EPA AND HAVE A CONSTRUCTED WITH POTABLE WATER CLASS PIPE. (5-8-09) �uTm PROJECT BENCHMARK: COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSITE (3) NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS �I http://cfpub.epa.gov/npdeslstormwatulcgp.cfm.QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED TO NON-POTABLE MAINS OR NON-POTABLE SERVICES. (5-8-09) �I CITY OF TWIN FALLS HYDRANT NO. 4046 - 2883, MISHA VAKOC OF EPA AT. (206)553-6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN FALLS. b. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER N NE BOLT F. HYD. 700' W NORTH COLLEGE RD & WASHINGTON, 2 18.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED MAINS OR SERVICES. 4-4-13 POLE LINE ROAD ( ) BOLT ELEVATION = 3645.27 WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. �S CHENEY w 19.TRAFFIC.CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF THE I. IF THERE IS EIGHTEEN�18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE x :DR W CHENEY CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO WATER PIPELINE ABOVE THE NON-POTAB PIPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR qP COMMENCING WORK. AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE. (4-7-11) o .PROJECT �1 z NORTH COLL ROAD UTILITY SERVICE NOTES: IT. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE > z O OCn WATER PIPELINE BELOW THE NON-POTABLE PIPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR a o 1. ALL WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRADE AS POSSIBLE FROM THE NON-POTABLE PIPELINE,AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED z TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN. WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL THROUGH THE CROSSING TO PREVENT SETTLING. (4-7-11) �, FALLS AVENUE THE WATER OR P.I.SERVICE BOX SO THAT THE FACE OF THE RISER IS LOCATED 12"TO 18"FROM BACK OF SIDEWALK. o rc DESIGN DATA: ti q ALL SEWER SERVICES TO BE INSTALLED TO STATIONS AND OFFSETS SHOWN. M. LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: (5-8-09) z N m MM 2. ALL SEWER SERVICE STUBS SHALL BE LOCATED WITH A'T'FENCE POST,PAINTED GREEN.SERVICE STAMPS ON CURB z rn DEVELOPER/OWNER: GARY WILLIAMS r� SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. (1) POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE, Y BCM&W FAMILY LIMITED PARTNERSHIP BY: BCM&W LLC U WATER NOTES: AND EITHER: (5-8-09) z FILER AFINUE g 720 W 3750 N x w PLEASANT VIEW,UT 84404 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S.,THE 2017 IDAHO STANDARDS (a) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE A MINIMUM 3 m FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS TO THE 2015 ISPWC, THE UNIFORM PLUMBING OF TEN(10)FEET EITHER SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF ENGINEER: EHM ENGINEERS INC. CODE,AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE POTABLE WATER CLASS PIPE CENTERED ON THE CROSSING, OR (5-8-09) ADDITON AVENUE 621 N. COLLEGE.RD.,STE. 100 "V CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. TWIN FALLS, IDAHO 83301 2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINES. (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR TEN PHONE: (208) 734-4888 3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. (10)FEET EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMENTITIOUS MATERIALS SUCH AS CONCRETE, 4. ALL WATER MAIN SHALL BE AWWA C900,CLASS 150 PIPE AND DISINFECTED IN ACCORDANCE W/AWWA SPEC.C-601. CONTROLLED DENSITY FILL,AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR 2 5. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM INSTALLATIONS; SLEEVNG. (5-8-09) INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61.INCORPORATED MATERIALS SHALL (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE, THE NON-POTABLE PIPELINE v] ALSO COMPLY WITH LOW LEAD RULES AND CONTAIN LESS THAT OR EQUAL TO 0.25 PERCENT LEAD BY WEIGHT MUST ALSO BE SUPPORTED THROUGH THE BELOW NO TO PREVENT SETTLING (5-8-09) 6. MAINTAIN 36"OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE IN NO CASE SHALL ANY WATER MAIN BE LEGEND: PLACED WITH LESS THAN CROSSINGS MAINS SHALL HAVE A MIN.OF 10'HORIZONTAL SEPARATION.ALL WATER AND OF COVER BELOW FINISHED GRADE Tv. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING PROPOSED EXISTING DRAINAGE CALCULATIONS: 7. ALL WATER AND NON-POTABLE NON-POTABLE FLUIDS SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN(18)INCHES FROM POTABLE PROPERTY BOUNDARY NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN.V1RT.SEPARATION OR NON-POTABLE MAINS SHALL BE MAINS. (4-7-11) Note: INSTALLED PER MAINLINE SEPARATION DETAIL,THIS SHEET INSTALLATION ORDER SHALL COMPLY WITH NOTE NO.7 FOR. ROADWAY CENTERLINE - - Drainage Runoff Factors: Vt=(A)1.6/12(ROF) SANITARY SEWER NOTES. G EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXIS71NG EASEMENT LINE -------------- ----------- Impervious Areas = 0.95 & ALL GATE VALVES SHALL BE RESILIENT WEDGE-AWWA APPROVED. NON-POTABLE SERVICES IN RELATION TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN WATER LINE 8,w w Landscape Areas = 0.25 9. GATE VALVES ADJACENT TO TEES AND GROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL RELATION TO NEW NON-POTABLE SERVICES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., SANITARY SEWER LINE 8"ss - Pre-Development =-0.35 REVISIONS TEES AND CROSSES SHALL HAVE FLANGED FITTINGS WHERE GATE VALVES ATTACH UNLESS OTHERWISE SHOWN&MJ WHERE PRACTICAL,BASED ON COST, CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE.IF STORM SEWER LINE -6"SD- -So Dry Well-Voids = 40% A, S pt 2019 FITTINGS FOR PIPE ATTACHMENTS. THE DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES, PRESSURE IRRIGATION LINE 4'PI PI AS-BUILT DRAINNGS 10.All FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALS AND CONSTRUCTION APPROVED BY THE SUCH AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, CITY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR i0 THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.07.b. (5-8-09) GRAVITY IRRIGATION LINE a"GI IRR 12*0.95= 1,621 cf PRIVATE DRIVE 1 12,800* / INSTALLATION. CABLE TV LINE -TV- - cAry *1.6 PRIVATE DRIVE 2 20,832 16/12 0.95= 2,639 cf 11.CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS REQUIRED BY FIBER OPTIC LINE - -F/o- - -F/0- - FO CHENEY DRIVE(83%IMP.17%L'SCAPE)Cw=0.831 53,070*1.6/12*0.831= 5,880 cf STANDARDS. .��� ,(�„� TELEPHONE LINE - - -T T TOTAL RETENTION REQUIRED= 10,140 cf 12.CONSTRUCTION SHALL NOT INTERRUPT SERVICE,WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. r OVERHEAD POWER LINE OHP OHP WATER LINE w DRYWELL'A' 10'*62'*3'*0.40= 744 cf CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED W7TH.OUT AGENCY REIMBURSEMENT.ANY - z TO' UNDERGROUND POWER LINE - -P- uGP TEMPORARY SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL H GAS LINE c- - - G DRYWIII'B' 10'*58'*3'*0.40= 696 cf 13.WATER MAINS SHALL BE TESTED FOR PRESENCE OF COLIFORM BACTERIA PRIOR TO BEING PUT INTO SERVICE I 6 STANDARD CURB&GUTTER TEMPORARY ON-SITE RETENTION 1,414 sf x 2'DEEP= Z828 cf 14.THRUST BLOCK BEARING AREAS SHALL CONFORM TO THE LATEST ISPWC STANDARDS AND SPECIFICATIONS.(RE ISPWC NON-POTABLE - ,` a ROLLED CURB&GUTTER CHENEY DRIVE DRYWELL RECONFIGURE TO PROVIDE 5,880 cf STD.DWG.SD-403) WATER LINE ao i SIDEWALK PRESSURE IRRIGATION&IRRIGATION NOTES: ("P"E) ��' w w w EDGE OF ASPHALT EA SEWER SERVICE 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2017 IDAHO STANDARDS FOR PUBLIC WORKS ,: �„ o WATER SERVICE ® @ CONSTRUCTION, THE CITY OF TWIN FALLS REVISIONS TO THE 2015 ISPWC, THE UNIFORM PLUMBING CODE,THE TWIN WATER LINE `\ o k' k' °' IRRIGATION SERVICE FALLS CANAL COMPANY AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE CLEAN-OUT coo RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS z DO NOT SCALE DRAWINGS2. REFER TO THE CITY OF TWIN FALLS LATEST EDITION OF PRESSURE IRRIGATION SYSTEM DESIGN STANDARDS AND 'n BLOW-OFF ASSEMBLY Bo O Bo O ABBREVIATIONS: CONTRACTOR SHALL VERIFY ALL CONSTRUCTION SPECIFICATIONS FOR INFORMATION NOT SHOWN IN THESE PLANS / i AIR-INJECTION ASSEMBLY M O AI O CONDITIONS AND DIMENSIONS AT 3. ALL PRESSURE IRRIGATION PIPE SHALL BE PVC ASTM D2241(SDR-PR)CLASS 200,SDR 21 OR BETTER,PURPLE PIPE. z I FIRE HYDRANT ( AB AS-BUILT PC POINT OF CURVATURE THE Joe SITE AND NOTIFY THE 4r o ADD'L ADDITIONAL PI POINT OF INTERSECTION ENGINEER OF ANY DIMENSIONAL 4. UNLESS SPECIFICALLY NOTED OTHERWISE,ALL GRAVITY IRRIGATION PIPE UP T015"SHALL BE PVC ASTM 03034 SDR35, ^I I SEWER MANHOLE (D d APPR.ALA APPROACH PIRR or PI PRESSURE IRRIGATION ERRORS,OMISSIONS,OR DIS- AND GRAVITY IRRIGATION PIPE 18"TO 48"SHALL BE PVC ASTM F679 P346.. i ZONE 1 ZONE 2 I ZONE 3 IRRIGATION BOX BM BENCH MARK POC POINT ON CURVE CREPANCIES BEFORE BEGINNING 5. ALL GRAVITY MAINS,INCLUDING IRRIGATION MAINS,SHALL BE LAID FIRST BY THE CONTRACTOR TO AVOID POSSIBLE "�����'� CATCH BASIN ® ® CB CATCH BASIN PT POINT OF TANGENCY OR FABRICATING ANY WORK. CONFLICTS WITH PRESSURIZED MAINS. CURB INLET ® CBU CLUSTER BOX UNIT RP RADIUS POINT STAMP 6. ALL NON-POTABLE AND POTABLE MAINS SHALL HAVE A MIN.OF 10'HORIZONTAL SEPARATION.ALL NON-POTABLE AND VERTICAL SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REQUIREMENTS CL or E CENTER LINE Ri RIGHT POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN. VERT.SEPARATION OR NON-POTABLE MAINS SHALL BE INSTALLED ZowE 1:^) WATER AND NPRMUST BE SEPARATED BY AT LEAST 18". ZONE 1:A) NO SPECIAL REQUIREMENTS VALVE N COIF CITY OF TWIN FALLS REQ'D REQUIRED PER THE REQUIREMENTS AS SHOWN.INSTALLATION ORDER SHALL COMPLY WITH NOTE NO. 7 FOR SANITARY SEWER GAS METER © �' CONTT CONSTRUCT RW RESILIENT WEDGE AND B) ONE FULL.UNCUT LENGTH OF BOTH PWt AND NPWt PIPE ZONE Z A) NO SPECIAL REQUIREMENTS FOR POTABLE OR TELEPHONE RISER ♦ o CF CUBIC FEET ROW or R/W RIGHT OF WAY NOTES MUST BE CENTERED ON THE GROSSING SO THAT THE e JOINTS ARE AS FAR AS POSSIBLE FROM THE CROSSING NON-POTABLE SERVICES WELL O ® CY CUBIC YARD SF SQUARE FOOT m 7. PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED WITH ALL PRESSURE IRRIGATION MAINS.LOCATING DW or D DRIVEWAY S SLOPE >�' s f o WIRE AND TAPE SHALL BE INSTALLED PER ISPWC SECTION 901 IN ADDITION i0 THE CITY OF TWIN FALLS PRESSURE ZONE 2 A) ONE ILL,UNCUT LENGTH OF BOTH PALL AND NPWL PIPE BXVATER AND NPNL SEPARATED BY AT LEAST 6 FEET AT OUTSIDE POWER POLE DWG DRAWING SO STORM SEWER IRRIGATION STANDARDS.ALL MAIN-LINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THESE MUST BE CENTERED ON THE CROSSING SO THAT THE WALLS GUY ANCHOR E- EA or EGA EDGE OF ASPHALT 2- i SANITARY SEWER/SEW172 SERVICE , STANDARDS JOINTS ARE as FAR as POSSIBLE FROM THE cRosslNc. SIGN EL or ELEV ELEVATION STATA STATION AND C) WATER AT LEAST 18 INCHES HIGHER IN ELEVATION THAN FOC FACE OF CURB G Cv\�'`� NB ETW B) NPWL MAIN MUST BE CONSTRUCTED TO WATER MAIN THE NPWL STREET LIGHT *-+ �'E l--a STD STANDARD z ,.� SANITARY SEWER NOTES: STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS MAILBOX r o. _ FHYD or FH FIRE HYDRANT IBM TEMPORARY BENCH MARK 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WIN TEN STATES SIDS,THE 2017 IDAHO SID'&FOR PUBLIC WORKS FON A HORIZONTAL DISTANCE OF f0 FEET ON BOTH SIDES WB OTNFR O) NPWL CONSTRUCTED TO WATER MAIN STANDARDS AND SECTION LINE _ FG FINISHED GRADE TA TOP OF ASPHALT OF CA HORIZONTAL FL FLOW LINE TCC TOP OF CONCRETE CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS TO THE 2015 ISPWC,AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE PRESSURE TESTED FOR WATER TIGHTNESS. SECTION QUARTER LINE - GB GRADE BREAK APPROVED G.Martens SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE SID'& OR C) EITHER THE NPWL OR WATER MAIN OR BOTH MUST BE SECTION SIXTEENTH LINE ----- GI or GIRR GRAWTY IRRIGATION IBC, IOC, TC TOP OF CURB(VERT,HIGHBACK,STD) 2 SEWER MAINS ONLY 70 BE LAID IN SEWER TRENCHES ENCASED WIN A SLEEVING MATERAIL ACCEPTABLE TO BED OR E) SITE SPECIFIC REQUIREMENTS APPROVED BY DEQ. 7RC TOP OF ROLLED CURB DESIGN M Lee SET 5/8"x 24"REBAR&CAP(LS-) TNT INTERSECTION TRANS,TRANSITION 3. ALL LATERALS 70 BE LAID AT NOT LESS THAN THE MINIMUM SLOPES AS SHOWN IN THE AFOREMENTIONED STANDARDS. FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES WV INVERT TFCC TWIN FALLS CANAL COMPANY OF THE CROSSING ZONE 1 NOT ALLOWED. SET 1/2"x 24"REBAR&CAP(LS_� DRAWN M.Lee 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 70 PERFORM CONSTRUCTION AS PER THESE PLANS ANY ADDITIONS DELETIONS OR IRR IRRIGATION/IRRIGATION SERVICE TYP TYPICAL CHANGES SHALL FIRST MEET WITH THE WRITTEN APPROVAL OF THE CON7ROLUNG AGENCIES ZONE 1 SAME REQUIREMENTS AS ZONE EXCEPT THE NPWL MUST NOTE: SANITARY SEWER FORCE MAWS MUST HAVE MIN.10 FEET FOUND 5/8"REBAR&CAP p ISPWC IDAHO STANDARDS FOR PUBLIC VC VERTICAL CURVE DATE 9/23/2019 5. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT HORIZONTAL SEPARATION AND 18 INCH VERTICAL SEPARATION FOUND 1/2"REBAR&CAP o WORKS CONSTRUCTION VG VALLEY GUTTER 6. ALL SEWER MAINS AND FlTBNGS 70 BE CONSTRUCTED OUT AS1M 3034-89,SDR 35 PVC PIPE. - sETtuNG ZONE 2 AND ZONE 3 PLACEMENTS ARE NOT ALLOWED FOUND BRASS CAP LF LINEAR FOOT WC VER77CAL POINT OF CURVATURE SCALE AS SHOWN 7. A MINIMUM OF 5 FEET OF HORIZONTAL SEPARATION IS REWIRED FOR SEWER MAINS LOCATED ABOVE PRESSURE IRRIGATION MAINS AND ZONE 4: SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NPWL MUST MTHOUT A WAIVER GRANTED BY OEQ. FOUND ALUMINUM CAP O LG LIP OF GUTTER VPI VERTICAL POINT OF INTERSECTION LT LEFT MH MANHOLE VPT VERTICAL POINT OF TANGENCY FOR INSTALLATIONS WHERE AN 18 INCH VERTICAL SEPARATION IS AVAILABLE A 3 FOOT HORIZONTAL SEPARATION IS ALLOWED IF THE ALSO BE SUPPORTED ABOVE THE CROSSING 70 PREVENT WL WATERLINE OWO No 091-18 TOPO PI AB SEWER MAIN IS INSTALLED BELOW THE PRESSURE IRRIGATION MAIN.AT CROSSINGS THE ORDER OF MAINS FROM LOWEST TO HIGHEST N WM A NOT APPLICABLE WATER METER SHEET EEVA71ON SHOULD BE AS FOLLOWS:SANITARY SEWER MAIN,PRESSURE IRRIGATION MAIN,AND THEN POTABLE WATER MAIN.A MINIMUM POTABLEINON-POTABLE WATERLINE SEPARATION n>'IS NOT TO SCALE OF 18 INCHES VERTICAL SEPARATION BETWEEN EACH OF THESE UTILITIES SHALL BE PROVIDED(OUTSIDE PIPE TO OUTSIDE PIPE).IF 18" NTs C0"0 VERTICAL SEPARATION IS NOT POSSIBLE,SUPPORT TO PREVENT SETTING AND INSTALLPER WATER SEPARATION NOTES l As-Built-Sept.2019 U � U ASBuitt Per Plan E:z pt As Noted cj w o u //DRY-WELL'B' BASIN 2,828 cf� I I // NORTH W Yk B -3'DEEP REL-696 cf / v •n L 0 15 30 60 24'EASEMENT L--- - _--� // P� / SCALE IN FEET r r 6.5 uPOPcunER 6.5'LIPOFCUTTER 2' S'S'WALK 2 1 ', /. a F/•k 1.50R tC5S --- ---- ---- ---- / "- — — /.�Q, 4: _ 200% TOOK — ^LL 4- - - - 1-4 / n,� ,,.,x..;,,, ,... -... a dot 4aoxc _ S auc •" FL+�W / e` 8'ART.C&G 25 PLANT MIX PAVEMENT 6•VERT.C&G VW-7095� ,�..yy o TFSD-701 TFSD-701 Frl i O 8"-3/4 CRUSHED AGGREGATE BASE TYPE I h'yl 22 __ _� \ 1 3I SUBGRADE-COMPACT TO 95% --- ----- - ------ I� SUNWESTLOOP TYPICAL PAVEMENT SECTION OVERFLOW " lw�2 WIN a'w � �41 N.rs. -- - ----- --- ----L---I 4i - / uc ------t----------- ------- z� i -- --- I I A // �� I � w 0 - 1 1 0. � L_ —J / \ DRY- 3 \ 10' 2' 3'DEEP 2, -1 I \ 744 cf ! 16.5' 16.5' I 1 , / \ I l i I 30'EASEMENT q j2' 2' 23.5'UP OF GUTTER 23.5'LIP OF GUTTER 2' 2' 5' 5' I ,/ 6'RAISED CONC. PROFILE Q 41AgX I I v Lot�x MEDIAN GRADE _ _ _ 71,506 S:F. c�P c0-�-__ - - _� / 4:1 2GQIa z.00z 4.1 III Il /t.64 AC. I I // / 6"VERT.C&G 6"VERT.C&G / 4 61tG t a iFSD-701 �2.5"- 1/2 SUPERPAVE HMA TFSO-701 20.5'-3/4"CRUSHED AGG.BASE TYPE I s ,I' •.3 � ;23.67� I.. �� I / C� 5 10 I \/ ... •$m � � � SUBGRADE-COMPACT TO 95% 55.77• C) Fh►y k° I ' ✓ WILLIAMS DRIVE TYPICAL PAVEMENT SECTION W N.T.S. Q1 Ih I N89'54'S8"E 280,05° I I / sac I � 3 / I I / _ LANDING 2%MAX.SLOPE 1 / BMA IN ANY DIRECTION T / 6'CURB i 24' 24' / /i D 1 .5' �- �� 42' 12' By' \ MI.0- - - - - 4' ` REW90NS IA S�Pt 2019 �O U I o iv AS-BUILT DRAWINGS / Lot 1 I / 53,485S.F. /j / 1.23AC. �0,1 DETECTABLE WARNING DOMES D CURB&GUTTER aea� PLAN INTERSECTION OF CHENEY DR.&WASHINGTON SL a, OV RFLOWS IN MAJOR STORMS ACROSS THIS PARCEL /1 6' 5' TO THE NORTH. SRE DEVELOPMENT WILL BE REQUIRED LOCATE EXISTING MR SERVICES/ I � 2' TO PROVIDE PROVISIONS FOR OVERFLOW DRAINAGE REMOVE TO PROPERTY Lir CAP. 'k - /' --- 1 REMOVE EXISTING DRY AM ROCK&FABRIC i - a9 0 ;• --- -......._ ._ 7_ WITHIN 25'OF FIRE HYDRANL RETAIN&PROTECT �i � .• y • 1 � MANHOLE&PIPING.RECONFIGURE DRY WELL TO I, 1 C� PROVIDE 5,880 cf OF RETENTION,CROSS USE / y�� ( •# CONCRETE y DO NOc oR ALE RAWERIFY G DRAINAGE AGREEMENT TO BE PROVIDED. oxc 1 ANDON EXIST.WATER ME1LR _ / / CONDITIONS AND DIMENSIONS AT I -- � —— ENGINEER OF ANY DIMENSIONAL SRP IN CHENEY DR. CORD aac µlai PTO BE ON L I BY DEVELOPER 2'-3/4"A WARNING BASE THE JOB S RE AND NOR D THE I - — DETECTABLE WARNING DOMES ERRORS,OMISSaNs,OR ms- II 8B� _ _—— OR FABRICATING ANY WORK. CREFANCIES BEFORE BEGINNING I / SECTION D-D STAMP -12"W I 12 / 12 W - .2'•W --. 12'VJ -SLOPE LEGEND: ,N�a I / 1.5%f0.5%(2.07)MAX.SLOPE \ /c J—L7.3%f1.0%(8.3%)MAX.SLOPE Cheney D r. 9.0%f 1.0%(10.0%)MAX.SLOPE o —-— -—-— \ —-—--- 1 -—-—- - MODIFY GU ( )MAX.SLOPE 1 -_ T------ - - 1 \ - _ -__ _ --- �- _-t -_ _ --- -- -------- �- _ GUTTER 5.0% M p= ---- --- --- ---- I r'F6tALD�p4 1 - — APPROVED G.Martens T 1o"ss // I I / DESIGN M.Lee 3 I � I I / DRAWN M.Lee II\ o / \ // DATE 9/23/2019 EXISTING SEWER MAIN SCALE AS SHOWN DWG.ON091-18 TOPo-Pi AB ISOMETRIC SHEET �LADA RAMP-TYPE D C1.01 �J N.T.S. As-Built-Sept.2019 2 As-Built Per Plan Ex pt As Noted CM7..20'-6'WR➢CAL CURB CONST..4'V.G.7FSD-708& CONST.40'-6"VERTICAL CONST 4'V.G.TO-708& CONST 4'V.G.IFSO-708&, CONST.4'VG TFSO-708 &GUTTER IM-701,LT CURB TURN FILLET APPROACH YM-70K LT CURB&GUTTER 7F50-701,LT GIN TURN FILLET APPROACH 1FSD-70K LT CONST 65'-6'VERTICAL CURB&GUTTER TO-701,LT CURB TURN FILLET APPROACH TFSD-708A,LT. CONST BB'-6'4ERRCAL CURB&GUTTER TFSD-701,LT CURB TURN FILLET APPROACH WM-70K LT. I ~ � f 1LOT5 REQUIRE FILL �-~+ (LOTS REQUIRE FILL �' J J W 3 _ �, o �Q a C a J S S J a C J J Ad 2 I J W C Q w g r� g Jm S g J" _• 'y¢}i I J v) i��y1'R y984 n ,[) N N M N N N N OV O ,V� (n .1-Y u '.+ 3 O N N p N M % O ip p u{QJ p p XX M I 8 U �� U m': N8C SSQ .�-'�. U 9j� 8n Om OM ^003 I O^a 41 O 4: OfN N I <U g O� ^ O O ri a O O p g^ OVi � .p M �_i C fY O N F- W� oa $ d +gy{pp + +� �^ a} g'° }}tpp }} 6 I 22 0 N,7 N N M F M O •►M ,F W Oig00 LL i I °+° ++v�i S' �`+y I + QI M hW ^F g�OwO (l'..iilr'..�411 4 II obi � 23.5' 23.5' � c W � o s a r G yo, ��, do5� �o' o:, \o. I '.. z.. R --------- — \ ------ ----� y`---- — ------ ---- — ----- — — -- — -- — -- ---------------------- �g� � 0. N 0+74!�7,I 12.p0'LT ^N rN y 4 J__ __ 8'W 8'W 9'W U e"W 8 8"W` y__g•W S d'J B"W 9"W \ e.W y INSid L 112x x_12 TAP TEE I w y `� v 1 ------mac8'FIt SV----- a \ I \ SMH-1 1 19,'0.:J0, 2 ^ 3 SSMH-2 SUN WEST LOOP \ 4 �60.90' 6 \\ I SUN WEST LOP S A: 0+50.0 0`0 02"E 450.90' \ SUN WEST LOOP STA: 5+46.90= 1 I ¢CHENEY DR. = '� v WILLIAMS DR. STA: 13+50.27 A ------ a ^ N �- --- gg 9 �- - �- - 9 6-PI 8"PI PI 8"PI I 'd' 6"PI 8"PI \ 8"PI1 8"PI 8'PI ? 8"Pp 8 PI y BO TRENCH&PATCH PER TFSD-301 — ------------- — + -- _ — — J y ---- ---------- — ---- \\\ --- <-- � — -- -------=— — —�----� \ W I i ii 1 I I I — -- o \✓P �� � g� S �� � oiR K� � n W J gj2 '4' �'� �t ��o '. 9P 82 cS gs�a OW �� o5 m N l± 7000NST.4'Vn TFSO- CURB wQ"i ~ TURN FILLET APPROACH TFSD-708A, CONST 4W-6"VERTICAL CURB&GUTTER TFSD-701,It 5'ATTACHED SIDEWALK VSD-709 TIT &(1)PEDESTRIAN RAMPS TYPED'3/C1.01 RT. CONST 502'11IRCAL PAVEMENT SECTION PER I/C1.01 O rn N N �h O ao H N O au rn v 1 t� NN Qa ap NN _ NN �S N D •tp01� M KID N µµ N f\n tV NN pp Ca YV• pp j7S `,� `�i `�•Q v v � a v � v a "`4 :r'a "`� ^v•^r �i ~ ✓✓ ® ® ® ®JK ® JC ® JC ® It ® JC' ® JK ® JfY K V' O O U( U U UU U' UU c.•! UU U' UU O e.1 UU U UU U' UU U' 3650 z z z z F-'I- z t-.- z I-I- z I-.- z z I-� z I-F- 2 I-F- z I-�- z 3650 REVISIONS Sept.2019 AS-BUILT DRAWNGS S� g� �{ �p S NN 3645 ~-I 3645 VGB: 1+02.09 RT _1 O6% - EL. 3644.18 50'V.C. ------ -- FG PROFILE 0 q ---- O VGB: 1+02.41 LT n oAR S --------"- g=- oI o 0.9 EL. 3643.88 n N ---- + _ _ +^ S +d 4 d S= 0.90X &RT.----------- n ---------- ------------- d±d FG PROFILE®LG 16.50'Li. T.300 LE 8"PY2 SSWIR ad EG PROFILE®j - -- DO NOT SCALE DRAWINGS and ---- CONTRACTOR SHALL VERIFY ALL a 3640 CONDITIONS AND DIMENSIONS AT 3640 EN THE JOB SITE AND NOTIFY THE _ 4 -- -- -- - 4- 0.37% GINEER OF ANY m ERRORS,MISSIONS,DIMENSIONAL OR DIS- CREPANCIES REPANCIES BEFORE BEGINNING dM ,� OR FABRICATING ANY WORK. N� LOWERED EXISTING WATERLINE TO PROVIDE ,' d STAMP 18"CLEARANCE WITH SEWER MAIN.A.B. NZ. > Zpp F�z VNEEq. x� a;6 UN6?N \8TE F� 19iA 3e zzz vo z w Se a 9 @o C� EOFV�p� 3635 3635 gLD%A APPROVED G.Martens DESIGN M.Lee DRAWN M.Lee DATE 9/23/2019 SCALE AS SHOWN DWBC _ _ ._.... - 09-8 i0PO_ SHEET 3630 3630 OlC _— -- _ 0+00 +50 1+00 +50 2+00 +50 y 3+00 +50 4+00 +50 5+00 +50 6+00 11 o If If AS-Built-Sept.2019 CONST 224'—6"VERTICAL cues&GUTTER 7SB-701,LT. x =a As-Built Pw Plan Except As Noted - a£ RYWEL TH PER SEE PLAN FOR g w (LENGTH PER PLAN) Ci J N NORTH 24 SURFACING HI MIN LAP WRAP. DES,ENDS rA c, &TOP$I W1 TYPE II o 3 DRAINAGE GEOTEXTILE g It bg �� hN IIII 111 Ili I' IIIIII_ '�" TtH--I OP�3638'00 $o ice` " b�y.Qi d2 INV.=3637.00 H i w 1 o --------- ---- N I- I PERFORATED m I 1� �— ----- DRAIN PIPE A I ; / 6 / .r ... z ❑ y o°Oo I BiM.-3635.00 wkl � 3"MINUS DRAIN ROCK o L-------- --- — ----- ———————————————— 4-------------------- — — -- ryp• m -- z� coy �c.axc awu: a I P' NOTES: N G 9 1. 3"MINUS DRAIN ROCK SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 801. 2. DRAINAGE GEOTEXTILE SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 2050. DR.STA: 10+25.00= I \ °,� / WILLIAMS DR.STA: 13+50.27 NG70N SL I \ // SUN WEST LOOP STA: 5+46.90 ° I TYPICAL DRYWELL DETAIL g + I \ 1 89-54'58"E 2 9.48' 3 +�// 1 N.TK 9+92.26, 1 00'RT. _ WILLIAMS DR. / W - -INSIAit""8"TAF7EE&-�\--------- ma: (1)8"R.W. G.V. W l 8"W \ 8"W l c^ B"W 8"W 8"W j/ ro 2' y > _J-TRENCH&PATCH r w � _+ PER TFSD-301 t/ —— / I moo• -- — -- RELOCATE EXIST.STREET LIGHT, A JUNCTION BOX&U.G.POWER W.S.4 51. 1 I ---- --- ---- --- - I I r sus 0 ^ PER99 OTFS 804A PH LT BIKE PA1\1 11 08 WMto. CONST.215'-6"VERTICAL CURB&CUTTER 70-701 CONSL 260'TYPICAL PAVEMENT SECTION PER 21131.01 PIP liy IL��J LO C� ^O M Omim M m01 OV MM a ah � V II II I"�jM II MM II MM II MM II MM 11 II /1� r II II II II II II II II II II l�iy 3650 z z z Ic'--IJ z I z Ic'-�"- z I z z 3650 REMSIONS A Sw,t 2019 AS-BUILT DRAWINGS 3645 3645 S=1.109 RL o oa o M 50'V.C. n m U M ry +� �"> FG PROFILE �w &Li 9:_ 2 VGB: 77 RT. VGB: 10+75.28 =M $w >J-w''�EL 3341.33 EL 3640.45 ••"' "� S=0.40� 0.849, __ �w 50'V.C. S=0.40%RT. ____ $_0.40%LT.&RL ----- -------------- --------------� DO NOT SCALE DRAWINGS ______________~o >w ------ 5--0.37%LT: CONTRACTOR SHALL VERIFY au - - ----------- 7f �o CONDITIONS AND DIMENSIONS AT 3640 _._ �N `FG PROFILE LG 23.50'LT.&RL 3640 THE JOB SITE AND NOTIFY THE o, o o m n v ENGINEER OF ANY DIMENSIONAL dSv dM OM n m ERRORS OMISSIONS,OR DIS- o + N M CREPANCIES BEFORE BEGWNING EG PROFILE N w ^w +w OR FABRICATING ANY WORK. STAMP of o w � +' > G1NE RL of V ;t - °i•u CIS OF 3635 3635 9'4<D PAA� APPROVED G.Martens DESIGN M.Lee DRAWN M.Lee DATE 9/23/2019 I SCALE AS SHOWN DwG NO. C 091-18 TOP021 AB SHEET 3630 - 36301 C2"02 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00