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HomeMy WebLinkAboutGolden Eagle Subdivision #5 All Sheets GENERAL NOTES: SHEET INDEX: I. CONTRACTOR SHALL H 'HAYS A CURRENT SET CONSTRUCTION PLANS STAMPED BY.THE ENGINEER WITH AN APP Construction Drawings FobROVAL DESCRIPTION - -SHEET NO. U o 8 '..STAMP S THE CITY AT L CONFORM T _ S � 'COVER SHEET � 'CO.OI 2.ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE g1YOF'TW1N FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. FINAL PLAT V1.01 3..THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPER71ES FROM ! MASTER UTILITY PLAN C1.01 - o ,o ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRISRESULTING FROM ANY AND MASTER TST SOUTH PLAN & PROFILE ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE /^�O T D ]�� ]1 /� l�I T ]1 ["1 T T]�D TT j T('1 TOO C C2 01 o 5 -RESPONSIBLE FOR THE LEAN-UP.ND SUCH FROM THE JOB-SMEARY DUM OR EXCESS MATERIAL CREATED BY (G GOLDEN EAGLE/GL/Jl/yJ SUBDIVISION l/J[ 1 V 11,\JI J HARRISON ST SOUTH AND 3600 RD N PLAN &PROFILE C2.02 THE PERFORMANCE OF THEIR WORK.--SUCH MATERIAL SHALL BE PLACED IN A DUMPS7IER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED FROM THE Joe-SITE I GRAVITY IRRIGATION PLAN & PROFILE C3.01 F 4.RECORDED.AND/OR FILED-SURVEY-MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.IT IS THE CONTRACTORS GRAVITY IRRIGATION PLAN & PROFILE C3.02 - 9 g 4 RESPONSIBILITY TO PR07ECT AND/OR.HAW REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. CIVIL DETAILS C562 h w, ,°�^ 5.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION 11 T/�]] (]�j IRRIGATION DETAILS C5.01 W a: 9 WAND EXISTING SURFACES TO PROVIDE FOR LLPROPER ON-SITE DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION.MATERIAL Twin Falls, Idaho LO 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SIZE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL ' WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL FILL SHALL BE PLACED AND , I _ 2,9 COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL z m eo- STRIPPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S EXPENSE F+i Z EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY..THE CONTRACTOR m U h SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY ///��� yy ti' f o 0 FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES ALL /0 1 7 SERVICE LATERALS OF ANY KIND. G 1 / '. z v d POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES N07 IN PROPER LOCATION BASED ON PROPOSED - PROJECT BENCHMARK: : tt IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK.' 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF ---- CITY OF TWIN.FALLS.HYDRANT NO. 3623-2929, CONSTRUCTION.CALL'DIGUNE'48 HOURS PRIOR TO COMMENCING WORK: 10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS As-Built-O6I2OI/ SITE BENCHMARK ON FIRE;HYDRANT'B BOLT', -- it.-THE CONTRACTOR SHALL TAKE REASONABLE MEASURES iO PROTECT EXIST.IMPROVEMENTS FROM DAMAGE AND ALL' Harrison Street-Phase 1 BOLT ELEVATION =-3895.66 SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTORS-OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'SSAVSFACIION AT THE EXPENSE OF i 12.ALL CHANCES REQUIRE APPROVAL BY{THE�PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO - DRAINAGE-CALCULATIONS: RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. 13.IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEQ)APPROVAL PRIOR TO CONSTRUCTION. .«, - - NOTE: - IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE COMPLIANCE. RUNOFF FACTORS Vf=(A)1.6/12(ROF) 14.ALL APPROACH RADII ARE TO BE 20'.TO FACE OF CURB UNLESS OTHERWISE NOTED.RETURN RADII AT CULDESACS ARE - DRAINAGE DRAINAGE AREAS= 0.95 TO BE 20'TO FACE OF CURB.ALL VALLEY GUTTERS ARE TO BE 6'WIDE UNLESS 07HERMSE NOTED. IMPERVIOULANDSCAPE AREAS 095 15.ALL-WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTALS FEET PRE-DEVEI AREAS= -0.25 - OF CLEARANCE FROM FINISHED UP OF GUTTER. .. DRY WELL-VOIDS= 40% O .. 35 16.PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH 714E AFOREMENTIONED - - - DEVELOPMENT- AREA=1,622,40%SF STANDARDS IT IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOI)TO IPA AND HAVE A LOT 1(19005f) COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOB ,214, SITE PRIOR TO CONSTRUCTION.SEE WEB SITE - - http://c(pub.epa.gov/npdes/stormwater/cgp.c(m.QUESTIONS REGARDING THIS REQUIREMENT MAY BE:REFERRED TO LOT IMPERVIOUS,- 406,000 X 7.6/11 X 0.95= 51,427 MISHA VAKOC OF EPA AT (206)553-6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS.TO THE CITY OF TWIN LOT LANDSCAPE 406,000 X 1.6/12 X 0.95= 51,427 4 O FALLS CF IDAPA 58.01.08.542.07 - SEPARATION OF WATER MAIN DISINFECTION NOTES: R/W IMPERVIOUS 48,381 X 0.83 X 1.6/12 X.0.95 5,086 18.OWNER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED WILL -TRAFFIC THE CONTROL RESPONSIBILITY SI OF THE R SUCH HA >. - POTABLE,NON-POTABLE,AND RAW WATER PIPELINES R/W LANDSCAPE 48,381 X 0.17 X 1.6/12 X 0-25= 274 CF 19.CONTRA CONTROL&CONTRACTOR FOR SUCH SHALL BE INCIDENTAL T TO THE CONTRACT AND BE THE RESPONSIBILITY OF THE A. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS: r 1 [� CONTRACTOR.114E CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO -07. SEPARATION OF POTAB F NnN-POTAB F AND RAW WA R PIP LINES THE REQUIREMENTS 1. PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN LOT 2(408,039) :• W COMMENCING WORK. _.. 'FOR THE PROTECTION OF POTABLE MAINS FROM CONTAMINATION BY NON-POTABLE PIPELINES ARE DESCRIBED - - ALTERED,EXTENDED OR REPAIRED BEFORE USE. IN SUBSECTIONS 542.07.a. THROUGH 542.OZa.FOR THE PURPOSES OF SUBSECTION 542.07,THE TERM .. - 2. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF LOT IMPERVIOUS '40Q039 X a42 X 1.6112 X 0.95= 21708 OF ' -:-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 LOT LANDSCAPE: 408,039 X 0.56 X 1.6/12 X a25= 7,889 cr QM UTILITY SERVICE NOTES: UND_FOREREVIAE6WING SERVIICDING WITH E LIINES.MTBHEGCONDITIONS OFUSUBSECTIONS ANCE IN DETERMINING 2M07.aG ND 542 07.b.RESPONSIBILITIES AP ESQ. NFPA 24 FOR FLUSHING OF PIPING.FLUSH PIPING SYSTEM YOUTH CLEAN,POTABLE WATER UNTIL DIRTY R/W IMPERM LIR 71,083 X 083 X 1.6112 X 0.95= 7473 OF ~ _ 1. ALL.WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A.BURY DEPTH OF 42 INCHES FROM FINISHED GRADE -.ALL POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRHL 15,ROOT AND WHERE THE LY T WATER DOES NOT APPEAR AT POINTS OF OUTLET. R LANDSCAPE: 71083 X 0.17 X 1.6 12 X 0.25= TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN.WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL DEPARTMENT OR,THE QLPE IS THE REVIEWING:AUTHORITY.RAW WATER PIPELINES MUST BE PROTECTED FROM 3. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED CBI'AUTHORITIES HAVING JURISDICTIONOR,IF / 403 N C7 114E WATER OR P.L SERVICE BOX SO THAT THE FACE.OF THE RISER IS LOCATED 12 METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE DESCRIBED IN L -TO 18"FROM BACK Of SIDEWALK. CONTAMINATION FROM NON-POTABLE PIPELINES,AND MUST NOT CONTAMINATE POTABLE PIPELINES. THEY ALL SEWER SERVICES TO BE INSTALLED TO STATIONS AND OFFSETS SHOWN. I SHALL THEREFORE MEET EQUIVALENT SEPARATIONDISTANCES SHOWN BELOW FROM EITHER POTABLE OR - AWWA C651 OR DO AS FOLLOWS: 1 2. ALL SEWER SERVICE STUBS SHALL BE LOCATED WITH A'T'FENCE POST,PAINTED GREEN.SERVICE STAMPS ON CURB NON-POTABLE PIPEUNES (4-4-13) a. FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE SOLUTION CONTAINING AT EAST 50 SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS .- .. PPM OF CHLORINE; ISOLATE AND ALLOW TO STAND FOR 24 HOURS. a. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) b. AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHORINE REMAINSIN TER COMING FROM SYSTEM. I WATER NOTES: L POTABLE MAINS IN RELA17ON TO NON-POTABLE MAINS. c. SUBMITT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION,ONE SAMPLE U AFTER FLUSHING AND A SECOND ONE 24HOURS-AFTER FIRST SAMPLE IS COLLECTED.REPEAT 1.;ALL CONSTRUCTION AND MATERIALS SHALL BE IN PLUMBING CODE, WITH TEN STATES ILLS AND ALL OTHER STANDARDS FOR : (1) GREATER THAN TEN.(10)FEET SEPARATION:NO ADDITIONAL REQUIREMENTS. (4-4-13) PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF CONTAMINATION.. V/� V i+ - - PUBGC WORKS COOTHER ISLE THE HOWN.IT SH PE BE TH CODE,THE LITY OF.T E FALLS AND A O BEAW APPLICABLE (( (g) Yll.'INITl SKL.+TCH,AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE 114E RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE THE P2�iABLE MAIN ABOVE FEETT P IX'THE NON-POTABLEO: SEP D NON TRENCHES M MAIN C E BO UOMOF -B. PREPARE REPORTS O'PURGING AND DISINFECTING ACTIVITIES; n .� r}, -CONTENTS U7 THESE STANDARDS. 'WITH POTABLE WATER CLASS PIPE. 74-4-13) - FLUSHING NOTE: FLUSHING SHALL OCCUR FROM A FIRE HYDRANT NEARESTTHE ON-SITE RETENTION AND ^V 2.ANY THERCONFLICT IC T ITYWITH LINES MAY BE PLACED IN 114E SAME TRENCH VAIN WATER LIES BE CARRIED,AN A FIRE HOSE TO THE ON-SITE RETENTION BASIN.UNDER NO CIRCUMSTANCE SHALL FLUSHING 3.�ANY CONFLICT W7TH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED 70 THE ATTENTION OF THE ENGINEER. �' () 4.I ALL WATER MAIN SHALL BE AWWA C900,CLASS 150 PIPE AND DISINFECTED IN ACCORDANCE W/AWWA SPEC.C-601. DEPARTMENT LESS FOR REVIEW AND IXP 6ROVA FEET S EPARA THAT 1HI DESIGN NENGINEER TO WILL PROTECT TO THE WATER BE ALLOWED TO ENTER WATERS OF THE US HEALTH SOUTH PARK AVE. 0 5.COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM INSTALLATIONS, AND THE ENVIRONMENT,NON-POTABLE MAIN i0 BE CONSTRUCTED OF POTABLE WATER CLASS PIPE,AND INCLUDING SERVICE LINES,MUST L COMPLIANT WITH LESS STANDARD TO 0.2 INCORPORATED MATERIALS WEIGH SHALL AND THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAIN. - (4-4-13) LEGEND. ALSO COMPLY WITH LOW LEAD RULES.AND CONTAIN LESS THAT OR EQUAL i0 0.25 PERCENT LEAD BY WEIGHT.-. 6..MAINTAIN 36"OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE.IN NO CASE SHALL ANY WATER MAIN BE (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATEDAN THE SAME TRENCH AS PROPOSED EXISTING PLACED W17H LESS THAN 30"OF COVER BELOW FINISHED GRADE POTABLE MAINS. - PROPERTY BOUNDARY 7. ALL WATER AND.NON-POTABLE MAINS SHALL HAVE A MIN.OF 10'HORIZONTAL SEPARATION.ALL WATER AND - (3-30-07) - ROADWAY CENTERLINE -NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18'MIN.VERT.SEPARATION OR NON-POTABLE MAINS SHALL BE. (5 PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING EASEMENT LINE ' - - r INSTALLED PER MAINLINE SEPARA17ON.DETAIL,SHT C5.01.INSTALLATION ORDER SHALL COMPLY M7H N07E NO.7 FOR NON-POTABLE FLUIDS SHALL BE NO CLOSER HORIZONTALLY THAN TEN(10)FEET FROM POTABLE MAINS. WATER LINE - `e'w s'w =O SANITARY SEWER NOTES : _(4-7-11) - -SANITARY SEWER-LINE 'sss e•ss to 8.ALL GATE VALVES SHALL BE RESILIENT WEDGE HALLWKA APPROVED. ii. NEW POTABLE.SERVICES IN RELATION TO NON-POTABLE SERVICES:NEW POTABLE STORM SEWER LINE 6'sD- s'S 9.CATS VALVES ADJACENT 70 TEES AND CROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL SERVICES IN RELATION TO NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION Tq PRESSURE IRRIGATION LINE a'PI - 4-PIONS TEES AND CROSSES SHALL HAVE FLANGED FITTINGS WHERE GATE VALVES ATTACH UNLESS OTHERWISE SHOWN&MJ POTABLE MAINS. (5-8-09) GRAVITY IRRIGATION LINE I 9'GI e'a 1/22/2015 .:FITTINGS FOR PIPE ATTACHMENTS. - - CITY a CANAL COMPANY COMMENTS 10.ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALS AND CONSTRUCTION APPROVED BY THE CAGE TV LINE -TV- -TV- - ORCHARD DR W m SE GREATER THAN SIX(6)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS BASED ON x ORCHARD DR z/1a/zma CITY LL TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR TO SEPARATION DISTANCE. 5-8-09 FIBER OPTIC LINE -vJo- - -E/o- - - -Fjo- - -p;o- _ INSTALLATION. (.. ) TELEPHONE LINE - -T . - - -T- r0 AS-BcaT MR-1 SmucnlpE 11.CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE.TEST AND DISINFECTION AS REQUIRED BY ((y)) LESS THAN SIX(6)FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA THAT THIS OVERHEAD POWER UNE OHp _ OHP Z N w ® T/1o/2015 'STANDARDS.: .INSTALLATION WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AND NON-POTABLE SERVICE UNDERGROUND POWER LINE - -P- -p- _ Y _ CITY BEaEwcouMENts 1ZCONSTRUCTiON SHALL NOT INTERRUPT SERVICE,WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. CONSTRUCTED WITH POTABLE WATER CLASS PIPE. (5-8-09) GAS LINE c- - =.- -O= - -- w ®e/zs/2on tal AS-BULT IHMMSON ST.-PHASE 1 CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED WITHOUT AGENCY REIMBURSEMENT ANY (3)) NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS STANDARD CURB&GUTTER __ ___ > - 3 ) TEMPORARY.SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL NON-POTABLE MAINS OR NON-POTABLE SERVICES. (5-8-09) ROLLED CURB,&GUTTER ----- --------------- o PHEASANT RD W PHEASANT RD.N w 13.WATER MAINS SHALL BE TESTED FOR PRESENCE OF COLIFORM BACTERIA PRIOR TO BUNG PUT INTO SERVICE. - ROLLE LJC --r- J 14.THRUST BLOC(BEARING AREAS SHALL CONFORM TO THE CITY OF TWIN FALLS STD.DWG.T-2 _ b.. REQUIREMENTS FOR POTABLE.WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER EDGE OF ASPHALT z m MAINS OR SERVICES.. - _. (4-4-13) SEWER SERVICE }-- - }- SOUTHWOOD AVE W ,. O Ln I. IF THERE IS EIGHTEEN(18)INCHES O2 MORE VERTICAL SEPARATION WITH THE POTABLE WATER SERVICE -- PRESSURE IRRIGATION&IRRIGATION NOTES: WATER PIPELINE ABOVE THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FA IRRIGATION SERVICE m�- 51# .1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH'7HE IDAHO SIDS.FOR PUBLIC WORKS AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE .(4-7-111) CLEAN-OUT Co 0 cn O z x CONSTRUCTION,THE.UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS, THE TWIN FALLS CANAL COMPANY AND ALL BLOW-OFF ASSEMBLY 800 Boo 3600 NORTH.,... ROAD 07HER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IL IF THERE IS EIGHTEEN((18 INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE AIR-INJECTION ASSEMBLY Al 0 At 0 DO NOT SCALE DRAWINGS AWARE OF THE CONTENTS OF THESE STANDARDS WATER PIPELINE BELOW THE NON-POTABL$F�IPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR FIRE HYDRANT Z REFER TO THE CITY OF TWIN FALLS LATEST EDITION OF PRESSURE IRRIGATION SYSTEM DESIGN STANDARDS AND AS POSSIBLE FROM THE NON-POTABLE PIPELINE,.AND THE NON-POTABLE PIPEUNE MUST BE SUPPORTED CC . C( CONTRACTOR SHALL VERIFY ALL .CONSTRUCTION SPECIFICATIONS FOR INFORMATION NOT SHOWN IN THESE PLANS. THROUGH THE CROSSING TO PREVENT SETTLING. (4-7-11) MANHOLE :o :a ABBREVIATIONS': coNOnoNs AND DIMENSIONS AT IRRIGATION BOX THE.xre SITE AND NOTIFY THE .1 ALL PIPE SHALL BE PVC AS7M D 224E(STIR-PR)CLASS 200,STIR 21 O2 BETTER. ENGINEER OF ANY DIMENSIONAL 4. ALL.GRAVITY MAINS,INCLUDING IRRIGATION MAINS,SHALL BE LAID FIRST BY THE CONTRACTOR TO AVOID POSSIBLE. III I. LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: (5-8-09) CATCH BASIN• ® �Eq AB AS-BUILT NIS NOT i0 SCALE ERRORS•OMISSIONS,OR DIS- CONFTJCTS M7H PRESSURIZED MAINS - - -CURB INLET C ADD'L ADDITIONAL PC POINT OF CURVATURE CREPANGIES BEFORE BEGINNING - (1) POTABLE PIPELINE JOINT TO BE.AS FAR AS POSSIBLEFROM THE NON-POTABLE PIPELINE; VALVE pd - APPR.A.A APPROACH PI POINT OF INTERSECTION - OR FABRICATING ANY WORK. 5.ALL NON-POTABLE CROSSINGS AND POTABLE MAINS SHALL HAVE A MIN.OF 10'AT HORIZONTAL SEPARATIONI ALL NON-POTABLE AND BM BENCH MARK PIRR or A PRESSURE IRRIGATION PER THE MAIN CROSSINGS SHALL MAINTAIN 77 MIN.VERT.SEPARATION OR NON-POTABLE MAINS SHALL BE INSTALLED AND EITHER: (5-8-09) GAS METER : OO OO C8 CATCH BASIN POC POINT ON'CIRVE STAMP NOTES.E REQUIRMENTS AS SHOWN:INSTALLATION ORDER SHALL COMPLY W11H NOTE N0.T FOR SANITARY SEWER TELEPHONE RISER n n CBU CLUSTER BOX UNIT Pi POINT OF TANGENCY yUMAL NON-POTABLE-PIPELINE CONSTRUCTED WiTH POTABLE WATER CLASS PIPE FOR A MINIMUM WELL ® 0 CL or¢ CENTER LINE RP RADIUS POINT &k8 - 6. PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED M7H ALL PRESSURE IRRIGATION MAINS LOCATING OF TEN(10)FEET EITHER SIDE OF POTABLE PIPELINE WITH A SINGE TWENTY(20)FOOT SECTION OF POWER POE E3... COTT CITY OF TWIN FALLS RT RIGHT WIRE AND TAPE SHALL BE INSTALLED PER ISPWC SECTION 901 IN ADDITION TO THE CITY OF TWIN FALLS PRESSURE POTABLE WATER CLASS PIPE CENTERED ON•THE CROSSING OR (5-8-09) GUY ANCHOR �. CONST CONSTRUCT REO'D REQUIRED a IRRIGATION STDS'ALL MAIN-.LINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THESE STANDARDS : SIGN �_ `O` CF CUBIC FEET RW RESILIENT WEDGE 14924 �/CWY DUBICRIVE YARD ROW or R/W RIGHT EF WAY - .,.... - (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH P07ABLE.WAIER CLASS PIPE FOR TEN. STREET LIGHT o-j� o-� OW or D DRIVEWAY - SF SQUARE FOOT ,((10))FEET EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMEN77TIOUS MATERIALS SUCH AS CONCRETE, MAILBOX Q° �' EA or BEO DRAWING S SLOPE ` � .�SANITARY SEWER NOTES: CONTROLLED DENSITY FILL;AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE MINTEN STATES SIDS, THE IDAHO STANDARDS FOR -SLEEVING. SECTION LINE _T__ A EDGE 77 ASPHALT SD STORM SEWER �L, PUBLIC WORKS CONSTRUCTION, THE"CITY OF TWIN FALLS AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE (5-8-09) SECTION QUARTER LINE _____ EL or EEC,ELEVATION TA.SANITARY SEWER/SEWiR SERVICE .FCC FACE Of CURB STD STATION SHOWN.IT SHALL BE THELAIDI RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE SIDS. I IF POTABLE PIPELINE H BELOW NON-POTABLE PIPELIN NG. NON-POTABLE PIPELTNE' - .SECTOR SIXTEENTH LINE ------ FHYD or.FH FIRE HYDRANT SID STANDARD 2.SEWER MAINS ONLY TO BE LAID IN SEWER TRENCHES. MUST AALSO BE SUPPORTED THROUGH THE CROSSING TO PREVENT SETLING. (5-8-09) GOVERNMENT LOT LINE FG FINISHED GRADE APPROVED - FL FLOW LINE IBM TEMPORARY BENCH MARK 3. ALL LATERALS TO BE LAID TO'S R LESS 81LI THE MINIMUM SLOPES UC SHOWN TN 114E AFOREMENTIONED STANDARDS SET 5 8"x 24"REBAR&CAP • TA TOP OF ASPHALT 4.IT SHALL.BE 714E CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION AS PER THESE PLANS ANY ADDITIONS iv. PRESSURE WE NO O'ER MAINS IC OTHER PRESSURIZED AWNS OR LINES CONTAINING / GB GRADE BREAK TCC 70P OF CONCRETE �� MLee&MBrander NON-POTABLE FLUIDS SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN(M8)INCHES FROM PDTAB FOUND 5/8"REBAR&CAP OO GI or CIRR-GRAVITY IRRIGATION 7BC,TCC,LTC TOP OF CURB(VERT HIGHBACK,SiD wtAwN -DELETIONS OR CHANGES SHALL FIRST MEET WITH THE WRITTEN APPROVAL OF THE CONTROLLING AGENCIES. MAINS. r-7-11) SET 1/2"x 24"REBAR&CAP • INi INTERSECTION :7RC TOP OF CURBS CURB ) MLee&MBrander 5. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS ` FOUND 1/2"REBAR&CAP - 0 WV INVERT TRANS7RC TRANSITIOROLLEN DOTE 6. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM 3034-89,STIR 35 PVC PIPE. C. EXISTING POTABLE:SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXISTING WV IRRIGATION RRIGATION SERVICE TA TWIN FALLS CANAL COMPANY - 10/8/2014 Z A MINIMUM OF 5 FEET OF.HORIZONTAL SEPARATION IS REQUIRED FOR SEWER MAINS LOCATED ABOVE PRESSURE NON-POTABLE SERVICES IN RELATION TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN FOUND BRASS CAP RWM 0 IS IRR IDAHO STANDARDS FOR PUBLIC CC TYPICALIFA IRRIGATION MAINS AND FOR INSTALLATIONS WHERE AN 18 INCH VERTICAL SEPARATION IS AVAILABLE A 3 FOOT ':RELATION TO NEW NON-POTABE SERVICES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., FOUND GLO BRASS CAP 9 ,WORKS CONSTRUCTION' VC VERTICAL CURVE AS SHOWN HORIZONTAL SEPARATION IS ALLOWED IF THE SEWER MAIN IS.INSTALLED BELOW THE PRESSURE IRRIGATION MAIN.AT %MERE PRACTICAL,BASED ON COST, CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE.IF FOUND BOULDER VG yA�y OI11ER CROSSINGS THE ORDER OF MAINS FROM LOWEST TO HIGHEST EEVA71ON SHOULD BE AS FOLLOWS:SANITARY SEWER THE DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES, - O LF LINEAR FOOT OW>x ua C-246-14 TTL SUCH AS WHERE A LARGE EXISTING SERVICE:SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, SECTION WARIER CORNER pp LG UP OF OTTER WC VERTICAL POINT OF CURVATURE MAIN,PRESSURE IRRIGATION MAIN,AND THEN POTABLE WATER MAIN.A MINIMUM.OF 18 INCHES VERTICAL SEPARATION ,THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.07.b. 5 8 09 LT MAN VPIPT VERTICAL POINT OF INTERSECTION .SHEET ' BETWEEN EACH:OF.THESE UTILITIES SHALL BE PROVIDED(OUTSIDE PIPE TO OUTSIDE PIPE).IF 18"VERT.SEPARATION IS : ( - ) SECTION,CORNER M/LT MANHOLE k r VI'i VERTICAL POINT OF TANGENCY NOT POSSIBLE,SUPPORT TO PREVENT SETTLING AND INSTALL PER WATTR-SEPARATION NOTES NKA NOT NOT APPLICABLE Ci : WM WATERLINE C0.01 i"- CONNECT TO EXIST 18`WTR MAIN - NOTE: s -- -- ALL GRAVITY IRRIGATION AND CITY PRESSURE'IRRIGATION TO AS-Built-06I201 As-Built-05/2016 $N IRR-1 P� BE'INSTALL DURING PHASE 1,CONSTRUCTION Harrison Street-Phase 1 Irrigation improvements U w o 0 W w P. BOOVE EXIST.STRUCTURE EXTEND 24'PIPE TO' Q F I s NEW IRR-1 STRUCTURE if SITE BENCH MARK- A ! SCALE IN FEET BOLT ON HORZ 0: 30 60 120 1 i1 I1 w. W w w' i FIRE HYDRANT{323-226OLDEN N6'4 Ao w K VERT 0 6 12EEV 389566 GOLDEN EAGLE SUBDMSIONNO.2IRR-2 CITY , OF TwN FALLS DATUM INSTALL 8.6 ELBOW&6'G.Y. / . / / / I I I `' `I ON EXIST.6•PI nV, 0o - ! JENT --'.� INST L' x LB \ �� t :../:ffiAOJACCNTDE OPERORAURINGPHAx x . — g , .. '" � 7 , ` 15 IRRIGATION EASEMENT 15 JRRIGATIONEAS IR Y AT R M �- (W/Pg1YBACKREQU E�D B W E ODEL � I!� i!tRELOCATE SEE FENCE PLANS FOR FENCE&GATE /._9 ,- ! ! -- - - Jl �__.�.,. _ _. _.._ I I t I I ! i ------ - y i END&CAP 8'PI '..,,,� Tn '...! /:. r I ,. _ ,I: ./ f r., �ISTALL':Sx8x8.TEE' 1 I I i I /A �^'_ -6 ' !r I! fUTURE.CITY CONNECTION > ,..I / , : l l 1.,. 1 �rL-- I / ,Ijl.-{..� - y f /� lil�'i,j ! 71 1 t o \ 11 ; RELOCATEi� t I 1�11: ! / 0 ro IRR-3 tY6f tYfr13' t >---1z• IBX-2 RETENnaN s I } --r- -,-- -IBX-i -��--- -- wIRAREA.2,oissfELEK•3898. 1�' ti, I / --7-- J B11fAREA.)SOsCBEV..3gggD :. l ,1 RRI ! 1 1 I RETENnoN .` + wrg L / ! / / 5 I GATION EASEMENT 1 Y I IN-6 8x8 E 0 N 325 fOCIT. L ! /( / ! ^. I •�.- 58''kAt'., E-I IRRIGy1TI0NII :/ `, r. i� f /f. l / ... - .�, „ ,;I , ! r � �,. �:�;._ �. / � � F'-•I dUNRE GTY PI P GP STA7jON TO:,.r. l / ! ,+r� .:1 I:NI :.to/! - r! ,,, / � / r gx� ,� l `' J r / // / /. ! !, ..I'h. T� Ilu rBE DESIGNED dtSTALLED'BY THE / ao I z l 2. CMH-5 f ,- I / I / / i{( ! Q / , al a / / �� � "� � A /,. 0,1 1 . PHASE 2' :./ / : J r J l :/ /`.. J 1 I j BeAri ,.I 1 ,t W � ,-.� .^ , J 'i/ -': /. 1 ! (I NWTR ARE. 653 SF !III ` .;h,, /r I 1 / ?/ / .. /i- / / / I BIM AREA 2a2 It ELEV.3897.0 / ®.,'.' '.i .-. '„• CB-5 ��� ' .,\ 1 -/ 1 � I I I 'I III i- I r J... / ,-/. � I RE VOLU • u ! 1 r l r SDMH-8 1 I Ir It 1 I ,, I GLi a , I -._ 1 :-.. --__ _. "'..��... 14A�:'-1' ••' ': _`':,.,. '' - ,- t.,\,y,�1\ _ � _ _ ..._„� ...::.,\� �.aY.. - ',I I/ t I.LI : I 1 ?. I.x 16 -�,c9, ...-y _.�._.�__. „Q....- J04_•�-.. J9��- J40.- �J9D6 J9G5- 12 -� ""`__.:.,. ,.2. f _-�- :;,--1-3 m�9J „\�„ - / - - �-a38_ / J + ( , re r� lr, / `:% '.✓. / / / / .. / �,�, <I .Iy �T r,l I i -. ,_ .,n,,,,-. .:.. ... ,:�, Kr.. ,,:,>a.,?<..:. \;\:\\r. r+\, t /: „ .i_" / y!NEW I!� :.'I'II � / III ,� ,..:*,• l,� r. ". r;..u. ::::r- <;;, :k. :,,\\„ � ,3, ' ,,, \`\t\ ': / , T 1 a I i n T: `1 �1, o ,.,. �`` i t, l m �N1 15 UTILITY _: F f I f ,,, 3�t*+ .,: �' �it ,.,x•.g„ re:>{?...�..,, :, .;`, ,`\,© l ._ _ 1 ,,�\ �',. . I EAS ENT ! 11 / ! :' ,, � :. �Itl ,;: ,,„..,:. *,;-:-Ili ,,,;; �..';'�• c.... , \\\ 67 ! .._. i \\, 1 n,.. , / '/ ,_ �_ _ i m w h 'i� ,..`/ :°f :..._ :7 l :\ ':�rW-:_ uw.i,,_ ,.:. ._-'to , ,,,,,. `.rn,•: _.� 1 ,. _ _ .,, _ "•,. \ `e, ��-{,', n* ! 1 �; -III r ,: ,. I I 4� ,, .:c-'. x ,.;: � .,,:. ,. ':�" .,<„ 1-. -. ;. . ./ _ ` 1...•, � 1.yi.,- / ..::.I, , 7 "• j: I .� ;.. , Q ! ✓ I ,_ 9.fi ,1 1.A„, .. J 408,g39 s.f. Ni 1 „ , - A,, :A\ t 1 / I. ,,�-, I : .. 7� 1 - I. , 1 , ,..,,, ,.. I _t.,: l , , A. ,- � / 'n > i 1 / .+ , xENsx>Hs Imo, I / ! ! a Ac. I � , r i 1 1�� „ o x✓ O t/nlAL COMPANY+ anAUNuODuuENrs �� `^v3J.. J �,_ \ ,/ _ ., `\\r is •,1 � / 1, 1 -'-� .,1 AS-BWLi IRR 1 STRUCTURE Iex 1 „ ,., g _ „1,,q,� , j !_ ®7/IEWzCOs ,.../ `I: ! A x ,,:,, ,: .,:..- ,.:e:.,.,..,.... 1 ,p' .-.� .. {\ .A A 1,A:,5,i 1, - r I ,.., I :, ,. I _ CITY RENEW COMMENTS 18;WIR'�fA1N(P SE 2) /, 1. / ,/ :.'!. -� .. _ '. , ,. ,-Y �� _ ,. A u. ,.,111,V './ / ,., I. cn Y may - k a 1 ,i •.:I I, / -:/.: 15 IRRIGATION .. .... .; ., , ,..:. � BUS LMR REGRADE M _ � ,.:,.._,.� �-w...r`-�?'�.r�<..,_„� ..., _.....�f�'.. ..� -: �/ hll I � � / f , �,.;, „ _ - III , AST 2-coNc�ssons umlm sru I + — I B �. / / � I I f -:,, :.., �: .. ,�:,,�. w. ,. . -,--1 y ':: Ill,:. ,1 J ,/ u � �i / � / : a .- ,. ,. ..; ., *r ,•rt ti ur '',;' � _J c J -'"11\ „A 1 i:." �"`�'S.I, I RENsxws A1:.� tl�.. � (,.. ;o�, .nl<, 3I{$I_ ! ._.:';. I - I I }:,. ,_ : ;,.:,f -..... , ,. I \,,. \\\ - �M 11 I' �s m w ,f, 1 16 �:,, av i ! tO:IRRIGATION �,,,,, t _ „ I ,k, A •�� 9 I / of 1 s',. , . t, „ a ®5/20 0C \ / 1,1 ,L, 11, � ! r�- I � � As-eunr�ierslcanoN a41q EASMENr I ,1 � '". a=. ?, `- , � ®6/29/2On ' '# .t As-elmr(HARRISON sr.=atusE I -' I ! -�� ' I a DO NOT SCALE DRAWINGS :. I . ., .,,... \'` 4 ! _, I BTU AREA I.I75 sLElEV. 3897.0 1 �`i m ,�.; , t-x: , ,y;. 1 . `,\,,t �. ! / �J+f` p., � �; CONTRACTOR SHALL wnfrau AND DIMENSIONS AT I II: ' I , THE JOB 9 F AND NOTIFY THE /��CUT EXIST. 6 PI& _ _ . .:"-- ' - .I ~~v. ,,.€�, !..' / . 1+: / l I t I 1 ENGINEER MI ANY.OR SIONAL Dis / ...+ ,, - , I ``,` , -/ + ` / J NSTALL 8x6 ELBOW 1 ERRORS oMlssloNs,OR Dts- 'I I i � ,nl / / J / I .,p. / .,: I ,�.I I J \: : •. .. J / o ,::_„ --�--J CREPANCIES;BEFOREBEGINNING ,. ---------�.,, oR FABRlcanrtc artr woRx. ( I I / / ! 7 k A IEr+n Ba 3 ' F/ / / J' - I / AREA.2.606 SF EIEV..3896.Oi I / I/ I r \I rl - -�, / RE nON A.11 '� SSMH-7 f 5 I B. AREA.I,a55 xt.EtEV.J895 0 _I / J'� 1 4,1 J _-,._ =-..- ,HWIR AREA.6&972 at ELEV..387&5� / - II I ! f r / t Q I / f RETENnoN VOLUME.2,031 cr til ./ / L — / ro UN AREA.6,283 xr ELEV..3676.0 I\,c� / ( / V, ' .� N REIENTRIN VOLUME.9ab69 CI O O- V' i^ UI J _ a rr PH ! a;:.' _ �.! ! m / r! J I 1 1 _ ! IIIIl11C 0. / - _- - �T t G yr r �of r t ASE 2/ x /_ a ! �� I I - / � "� ,! � J � .. / no'.no'x3 DEEP IDarREu.tas2o et �, , pr J 16- �". I a J ! h / u '/ J J ` yam/ ; a 10„` ! j� NI I^ +- ✓ / ��aW /. ;�. �., I I / j - �' r ... / ! ,� ,9•,. ,,''yti. P.•. I ,Yk;O:?h"� w1 w ? ! / / / i r / x n•s 1 I I H N ,5� j r¢I in m y P PHASE t / xl -.� g EL INSTALL'8x8 ELBOW I CB-3 - .SDMH-3 CMH-2 CB-2 :. ) r / m SDMH I _- 1- ` ! lti �q(!", 1. \1_._ 1•- / � : :�. "- -IBX-4 - - r - -- -a. _ � - -- --- M.Lee NEW _ APPROVED _- � J„ 2' --- -.1• >IYGI'-. 'C N ____ '-_ h_" 'I I �,`i` YT t- `r - 7-r- t-T r �--1-`r rr-(': .fir r-I_, _ _r-T -T'r-r-T �'� - b� --- __-_�_-' _IBX-$ 2 __ - - T I..:._._. - __ ntr®t - = DESIGN -, ! - _ 1. .:\J. � r- " _ _ -`._- o_ � � M.Lee -- r. s-_.... _ la �-.... `--�r�•ss� `� �o'_ � ��_a__.:,- �'•e __to sl'. - �.s tQ s� b' - to•� _ H e DRAW M1 Brander ` S - T�155- ..a ,1,2_30 = a _._-13. -. _;i --S £5. ..-. _-._. __- g. $Ci 63 -_._ ---1 k MH-4 DATE 101812014 H/1R�.St7lV. `. -- v3 39"- -`v22�--' -_ 3:�. - 24- -��- - dy 28---`J _-28-= _ rSSMH-i(PHASE 2) + +i +- + / + - ems'-+ - +I/ 1 + $ r r I / ' ..�. r 0.29'0T W', _ i'' .' ' J .--- / <...._ _. .d... ! / I ,./. _...-- z -_...._ __.- "8,14 �__... w_ $ _ t3w,,,. _ tYK:'--'--- d --- - -- -tz•Vr SCALE AS SHOWN ar.�-=;Y a. - ,r,�<r -Ts_te'rKaY�,S63f.__ __.._-_ ...__ ;n�� rc LNJ_.="w �" _ 'H^' __ - _:r-..:._- i '�--r:±:L_-r+C. -_ -al.k;�- _ / J r-..:-z r ,.,-.. _---- - - ----_-.__..•_-..� _.-.... +n- xt x-=-- s- s -'=s-�—�—s-s> , - T_---- �I c.:== I+ i`" _- JJ J / - .. ," ",�' _ t250' C-246-14 MUP C1.01 UNPLAITED : 3 d- PHASE 2 coNsrRucrioro As As 06/2017 As-Built-''OSI2016 w o SHT.C2.02 UNLESS NOTED OTHERWISE PHASE 1 CONSTRUCTION Hardson Street-Phase 1 Irrigation Improvements U w c r F + OVERHEAD POWER 70 BE W i i I P RELOCATED BY IDPCO(PHASE 2)I �58- 1 ROW c2I5EMi �' d a. .Yn' as^� GA' .� y + a .j^—' I INST. 18*W'TR MAIN(PHASE 2) }}o: yg� °dp a ppr o _ %� adp Q{{rWyy c w no W z c Q o o W S U..WC1 _t .I ��1 M 41UV '� N Z--i Q� •(Wiy i• O R O Y W O - _O O -� 'Es _ La"o %wio 'o Flo; SCALE IN FEET �„l o. $.L FHYD25+00.00.36.25'LL '� ^ 3 p$^•> �" m: I.N �.�vzi a �� �H � .:-o <.' WWN go �N �„' Ste'. HORZ 0 25 50 100 1 mr.l I I�IIi I O Q U w7,.. :. 00 W W Nat 2 K O U < NbN QM may. vl O��' Nb0 QN ti TrTKa0 ,ry N S Cd Q v1 N b b b ,-III' r I FLG EL 391.122(PHASE 2) U:.Y �.. 3 : o F.N d^ a +M `N` v�n -i 4 Q �N � ;S I .rn to N, a ,E � v +� _ 4 I O OQQW n� 2 �.. ..N.. 1" �..•_ Nq p4W O O N� 1_C1_ Ng�O ON 3p VO vLRT 5 1� � N } I Q uo add ac> eo Qo^o +«��wbvn a� o qa oo I + %'I i I :Q.�<�P_(,1� tea.. t.�- , �[Ca • W Z S O .-W W O Z S Z Q^ IA= J - C y�a 1 �yV'_ `Y IA Elf .s a iD N—I�Ci v N-. U N 2_1n � W..-.., ' n ,.+ 1 .CY-y� L�� N y vl N ^ .b I, I - SDMH-3 v3i a SDMH-2 .. ._o CB-3 .-fCB-2 _ u •Q ry0 I _,P IB%4 __ 'o.^ �� ___ _ _ - Js. ��12'Q t p 12- J �—CMH-2. I, �--T- --�-�-- - - - -�--. .. IYcI u IBX-6 I _- %tlIBX-5 IYa-i- 1 T `pp ^ � 1 I - x % —x x_.__% % x x _x _.— tor'sslo a 'n �o s SSMH-2�-''14— to• s-SSMH-3'YB toss ��, to"ss H8- to t6 5 SSMH-4 �� to ss- t (PHASE 2)� --yt----' d3 `Y2--o v3 - r3 °3 Hf1RR/s�/V ST.... a ^ d3 3- da v3 o a r' + + + + +`' + ' + T—+ LN + + + + + + +�—+ + +—T T+ +— + + + + + ' I N079'07-W 2681.28': - I I I I -I 11 : t L.-.._.__ wf ��—.ARRION:ST. �12*w-4=0 _ 1V ,..._�_ ,.r, _..J J—__..� L a —12 dtul- -d.`� '„tl� un dN4_ ' SIN9 -'__ >- _ dHO= aun- s4'' JHO TA: 10+00.00= dH l �--i a--r3600 NORTH RD.STA: 26+29.14 �p _ o IX- Ad �cj ^�^ aN aNNw� a i ^yn� aa%Nio <�oO �y +=•M 21L W NN �Z 1:n-t +1~A.�� to Z +VI a - w Q I w o 1 CONSTRUCT SID.CURB g GUTTER.AND 10•ATTACHED 91XITAU((LL%a PHASE 1 CONSTRUCT STD.CURB d COTTER 41..SIDE),%LAY I O w CONSTRUCT 10'ATTADO 90ENALO(LT.SIDE),PHASE T - - MIRUCT.STD.C RII t GUTTER,AND IV AITA01ED SroE O(LT.SIDEJ TWASE f CONSTRUCT STD.CURB Ar CUTIEQ AND IV DETACiEO 9"ALK W/6-L.AWSCAPE STRIP(LT.SIDE),PHASE I N �l ^ ^ Of ^ ^ 1� pp b n b Of :OOi ^ N b ..Y.- b b O t` N n Mp] b ,o b < op O ._ INO M rNl ^ OO N @ ,. Y .- M O :.lV T : ..: O O.- Oi N � Y . M b f\ O, eeDD b '� �' m Cn �' OI b -W [[pp OQ Op Op co b ^ b V m A. b m a0 b b ap b O ep tV eD ._ OOi M OOi M tT. M O Of O 'O, O OOi O O�S eC�pp OI aD Obi W O'\i O, m Obi o�p Obi O� Of aO W M aD M .. Cb0 ,•Wj W M M oD M Of M A :M O, M Of M O� M Op M a0 M op M pp M uO �•1 M N W M a0 - M ro M DJ M cp pp n .I w1 wl tl 11 II M fl M R rt M M R M _` M -II M fl M R M fl '� 11 fl n -' 11 II M fl M ...R M II M R M h M :II '� R R M 11 '� M 11 p II R '� fl II II II R II - n R e-: R 11 II II n.. it 11 N 11 R R 11 11 11 11 R 11 11 11 Gig Cil (� [il Gil G� Cil C-Y ti+ Ci Cii Cil :Cis ,ci+ Ci. C+I Cii Ci+ G+I Cii (y Cii Cil C� Gil (y! 3915 :� �� : �- Io- � Y .a- H .Q- Y- -F- � :IQ- � "�-Y- .Q �,. Ia_ lo- �� •. �� � � eQ.- � � .�- Ia- I�- Flo � � � I�- � I�- �� � - � � � I�- IQ- I�- � � wee- .� �. -.� U '- 3915 " 'e o. c� - i/22/20I5 o ip +o - CITY @ CANAL COMPANY COMMENT$ 3910 3910 ®R 2/13/201$TRUCndiE w ® 7/I0/2015 S= 3.07R i an REeEw COMMENTS © to/19/2015 BUS LANE REGRADE 3905 b 3905 ®5/20/2016 C O O AS-BUILT(IRRIGATION ONLY) UST•T49 :. o A 6/2MM17 10. •- 'o^Mo I As-BURT(HARRISON st-PHASE I) PyC SfBF g" .u+i rn. 3900 FpI(1Rf 3900 .: - 8'WTR STUB, SL - ® SWR CROSSING '- ^ - o.. LIP OF GUTTER,36'LT. Sc.. ai M W DO NOT SCALE DRAWINGS 6-FHYD LINE.SLEEVE-. 1.SOX �' ,; r CONTRACTOR suu VERIFY ALL 3895 ;;®SSWR ROSSING 5=-0.87X g41 5=-1.50 .EXIST.ASPHALT®.fL ..3895 CONDIDONS AND DMMENsoNS AT THE JOB SITE AND.NDTIFY THE.. ENGINEER OF ANY DIMENSIONAL T o v `-Q CREPANERRORSOESIBEFORE BEGINNING 1 S-16DX A, O.A n g M^ M N OR FABRICATING ANY WORK. 3890 .. - n n 250 VC g n a n STAMP w LIP OF GUTTER,24'Li. c o •M _ 'n 3890 t. SLI 5 W &GURR fVE® : :.+-' >b'c o FA, : : A.B. SSTN S>, N„"Rt w� m+ .LIP OF CUTTER.TRANSITION 36'LT.T024'LT _ <gw �F zz ozF$zz. 1.12r 3885 ' DUST, celn&nz Ga1nI Inz 3885 a�Illo�z-rl�P SS rNf 1 . _- Q7"' gyp." •c cE£1g $. Xq C/RR .:: �L S> . B"W APPROVED _ 3980' .2. SS S 3880 d .d d a -- /R DESIGN Kee&MBrander man d'c!N DRAM MBrander I uoi: !Li gcddm m ;aN.7o S M nrn _ . DATE" 10/6/2014 3875 �. N "' - I^OOM .^__: LM 1 g� -�noM .. 3875 SCALE g AS SHOWN M m + C-241-14 ROOI y^ >»..VI^ ]:> N LL b'' 3; SHEET .Z�..222 F..22 �..—^ C2.01 387D UufK2 Wln— UNztn32 UVICN 3z UN.-32 UVI�N2' UVI r-N2 3B7D 9+50 _10+00 ` +50. 11+00 `+50 - -.12+00 ' +50 : 13+00 `..+50 14+00 +50 15+00 +50.. 16+00 150 ' 17+00 +50 18.00' +50 19+00 +50 20+00, +50- 21+00 `- +50 22+00 +50 23+00." +50 '..24+00 24+50 4or SCALE IN FEET ` ' S-Built-OS/2 016 HORZ 0 25 50 loo Irrigation Improvements As-Built-0512016A I s Irrigation Improvements w R E VERY 0 5 10 1 1 CSi.SSH-7 If S1HTr C2.01 STA 27+48.67, 18Z66{T I 1—I Rim. WD624-3876.11 A.B. - As-Built 0612017 _ =W W Harrison Street-Phase 1 'E INV:.'38*13.3870.00 A.B. _-. z c z a H �. N • 1,1YS3,Sl :".I ',M/y,S'04 y co�o qg,�y .N MV::3869.91(EXIST) So .. 6 'w� i _ ...m �i o � ..'1!2m&L -fd 2 W�y !-COWN ,� ; 11 ) + A\z.. d,•.�'.�. 0..:.��j '011i � a. zRi ��.;. �k'N �. Boa z n� 3dYJS.T�SLt y a �. ,.moo v f- g c'a:i �. m g ': .N MS.9 '. I F_II Z7Qo u 3.. `rod >atN� >:.�� ,I •� 'c �n•,�,. W $ gg_...om om �Q,x,,. o� . ..SCALE IN FEET o, , �.z �... ino eg� ac6t---- .. :3z 3� -� I 3 a "N c3 - �yz am ma om g I ,. �i o> + .. S $a ce n m� a91, n^ ��-{ _ HORZ 0 - 25 50 100 ^ r W vg�+ iv u.z � 'R. k'�"`I�" iv - � �•,.�� a�N '.n�o<i�w wQ.: v-Y' °°. ��+ +R f - N ^ 'o DSo < .-. - _o an .x U 1-< - VERT 0 5. 10 :..1�<. m c+ :.' I I 1 + w o w . � R. '`�=r.:.c, :..o to �IJ _Qr,... _ +¢•-.o:.x "y =1„ i ;co «- �s�. 1 r , i �$N "F -x F: KO M N Q KO vf� xU N�i J'C� 1 11 .II TYl• I..J OKCr�{ OW Wy WW - '.x �; 1 O.. 6D ''r .. `" o� coi roYZ "2. W p K "z ,LEE c! tiAsp - I ( I I. Q IFF'"''111 z °�°oOOo = a _ — —� o . mow CMH 1 �I I �4m csT Ib`mam �. J N cZ - ,Nadia,. �sg�bsP i t 4.. I I'a.."n, W S o q w i I M 3 jO 1 ( m UA-SDSTR-i -I tSDMH-1 12`;. -="I .' _-_ Y _ J - ---.11--_____-�=_-____ __ -- _ mao - s•J I ;! � I 3 l:0 1 ''�a 72.d IB%-El I7_�I7�iI _. .._L yi � _�� 1 R• - - - - / - - _ �` r^ ��_�u � _�i� �,o�„ y � _ &o � r ILL3 r I\ y� _ __�.-..— n 3 _1i1 /i------i� >y. - N _ 3 „�� • ��'•y mod$ -_� �R _f _='-•3 __ R== _ ___ K-e:�.e= �i___s- __ __ ___ ___ _____ t _ tRf. - __.. _._.W ? __ _ -N 1-sin _ f0 55 S` CAP SSWR N� - ,n T?P-"-m --• F--=.� .., _.,.s_• � -1;..-_. - .�.. y va - HARRISONST. sSMH-6 —z _ —�.— _._� n z° �� Nozs'o7`w 2ss1.z8' + + T — 1 9 A e w 20 law zi— s w zz 3600NORTHRD. za �, ,a w za r w 2s `" z6 EA 2T Ia -tTiT =4 —TTw En --..._ EA : r,.� S89ti5'OD`E 9000.00' + EA EA �.---�L EA -_-._o._EA `- EA EA -. EA I .n a-- a ti H O N 0 0 A � a � s~ O QI a � L7 - O W .. CONSTRUCT SID.CURB&CUTTER, W CONSTRUCT SID.CURB At CUTTER,AND 10'DETACHED SIDEWALK W/6'LANDSCAPE STRIP(LT.SIDE) •' AND 6'DETACHED SIDEWALK W/1T5'LANDSCAPE STRIP(LT SIDE) CONSTRUCT STD. - '�. CURB&.CUTTER.AND 6 DETACHED SIDEWALK W/175 LANDSCAPE STRIP(LT..SIDE) A 0 m ^m om O ^b N O n h O m :I • @ O v O n N '..O .-. �OI Ca n .'p. t'np a O m m H) O N O. --.. -.. ep b n0p b n(p nap N N — O. O 17 Oi ¢$m "ri N m h O Ot .p V i� tp N X tp m O ... N N r^ M H'I M M M m M M m M �' ONi ONi ON A N q tT . !� -:..- ^ tC m tC ^ N N P ^ V Y m ..MS N M (p pppp 11 rT a ) R t'1 R N D 0, ` Cil Ci+ II II 0 II A 11 D II E II 11'. D it Y '� 4 HT C '7 A .'1 D rl , n1 II •� n "Y M .M /1/ - ® .~.1 �O O O ~ 11• 11 R ® — F<- FV- IQ- 1V- f 1V- F<- iV- i<- IV-. Al O - ®j 3895 � � 3895I ..3935 1<- IQ- � � "� � 1Q. � 1<-. � t<- �. �� � 1�. _.IQ- � I<- I`- � 0 3035 ,. RENSIONS 1/22/2015 CITY&CANAL COMPANY COMMENTS 3890 3890 13930 - 3930 m 2/15/2015 AS-BUN.T BM-1 STRUCTURE • ® 7/10/2015 ^ CITY RENEW COMMENTS 3885 :3865 I .3925 $ ®LANE GRaoE m == 3925 ®5/20//22o1B + F 4Ji •o y -BUT DRMGA710N ONLI) A®6/29/2017 F m LIP OF COTTER.24'LT. =oi To .I oo m ,. O,n < AS-BURY(NARRISON Sr.-PHASE Q 3880 J tN„ I^e N 3880' ,13920 _ x m t3+ _ EXIST ASPHALT®FE N� S=-. "'M ® 3920 ai CQVST.322 .. S=�TSOX _i y EXIST ASPHALT®� o DO NOT SCALE DRAWINGS O N UffRR. In --.r- CONTRACTOR SHALL VERIFY ALL 3875 j 1.29X A.B. W 3875 3915 N �+ 3915 CONTRACTS AND DIMENSIONS AT COAIST• 99 LF- 'iIP1OF GUTTER,31'-LT. =-I.13X es n o'- ENGINEER OF ANY MEN�SIONAL - _+_ N n ERRORS•OMISSIONS,OR OAS- ." 10 VCR S I 1 a i - CIES BEFORE BEGINNING g w OR FABRICATING ANY WORK. .B. • ., - 0.80X 3870 6`FHYD LI SLEEVE 5=-2. % 3870! 3910 _.. S STAMP ®SSWR CROSSING I 3910 CON T. 12 LF-1 `.PVC SEWER ASPHALT FINISHED GRADE,31'LTA$ S 2.50% - EY,tST 17F11R Tl 1��24 3865 5- 23,11Z 3865 3905 - 3905 3860 3860, 3900 .. . '..' APPROVED _ _. Q j sgoo n ti I j Q•.' 3900 DESIGN Kee&MBrander n^', - ? vi m R Iri vimm� -.$'M2 DRAWN MBrander m I N MM M .gym -" DATE 101612014 3855 N—'�w�' '�gi 385511 3895 n°�' 3895 scat!: AS SHOWN .. •¢Na�aisS inNY3 'vvli"' ,.. j.. p �, i.�++��.ii. C-246-14RD01 SHEET 3850; - z In l-/n z U N KN;`2 c<.I L�i1 w 3850 j 3890 1^ 3.3.1"z '.- ��.0� 3890 24+50 25+00 +50 26+00 +50 "27+00 +50 28+00. ,. i I 17+00 +50 18+00 +50 19+00 +50 20+00 +50 1 21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+p0 +50 26+00 26+50 - T .LOT 1,BLOCK 1 r. I b�-GOLDEN EAGLE SUED.NO.5" M C) As-Built 05/2016 �w _ 1 ' --- ------- --— -- IMgatio Improv — n ements .. _ -- ---- — -- - -- , � — 'GIRR 1A 12,d —e'PI 'Tzd 1z d — uj g w B 0o •T� a P. S rn CONSL IBX-2 CONST.IRR-4 v, ,^f CONST. PER COTF STD.DWG.1-1 PER DEL 2 SHT.C5.02 -.;_ PER COTF STD.DWG.1-1 N: 5562.79 N: 5563.64 z A N: 5566.61 �a g n . I .56 E: 423&56 LOT 2,'BLOCK 1 E: 4138 ~ E: 4588.55 o '� J..' "GOLDEN EAGLES D NO, , \ W� o 13 0 25 50 100 5 c SCALE IN FEET M z C�� V p I w 12.5 I- 2.5' qo 0 NI 0 J ZO CONST.IBX-1 ~�~ PER COTF STD..DWG.I N: 5312.80 O E 4140.68 '15'IRR. �ESMN'T z _ - "`�•I rLj of oy � O la�7.5' IF 7.5' o W I o a Q LOT 1,BLOCK i `" o 'GOLDEN EAGLE SUBD.NO.4" > I r= a CONSL IRR11(AS-BUILT) N CONST.IRR-2 CONST.IRR-3 I PER DEL 1 SHL C5.02 w PER DEL 3 SHL C5.02 PER DEL 4 MT.C5.02 N: 5090.04 "' N. 5085.64 N.`5081.73 E 3622 82 _`- __ __ E: 3897.79 E. 4142.64 __. __ __ _ ___ ----J-----. ----- -- `--'------ -- GIRR-IA.---------^ ------ IRR iR __f__= e'IRR re _— .-iB•W-.—_ Ff.. — 78'W 8'W 'W =YF-6a f --�8'yf O 3600 NORTHRD. A �A EA EA'— EA EA EA 3930 GIRR-1A PROFILE - , 3930 . REVISIONS . 1/22/2015 . CITY&CANAL COMPANY COMMENTS 3925 3925 ®BU1Lt IFR'-i STRUCTURE ®7/10/2015 - CITY RENEW COMMENTS - - - ®5/20/2016 AS-BUILT((IRRIGATION ONLY) ' CONS.264 LF-(1 12"& -' 3920 3920 (1)8"PVC GIRR CO T.240 LF- 1 12"&(1 'PVC GIRR S=0.89Z A.B. .. 3915 <1•�% ISTING GROUN 0 CL - 3915 `J2"1'l�•G/ { DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL 3910 1�A.Q 3910 �,pB SITE AND NOTIFY THE D17IONS AND DIMENSIONS T -. ENGINEER OF NY DIMENSIONAL- ERRORS OMISSIONS,OR DIS- ` $T _ LREPNCIES BEFORE BEGINNING OR FABRICATING ANY WORK. 12"P VC R STAMP 3905 - 3905 �g10N&L 4 A.B, p INST. 100 FINISHED CRADE 0 CL e 3900 • 8"CITY PI MAIN =0.89q•B� ­Cop O ST.350 _12"PVC GIRR 3900 51�3�z0j 1°. S=1.2%A.B. L 10"WATER MAIN - SLEEVE0 CROSSING APINTOYEO DESIGN- MLee&MBrander `. 3895 3895 m d and m.¢ of a DRAWN MLee'&MBrander j O OM N ON u0 0.�- ON N -O Obi i DATE '11/19/2014 3890 3890 SCALE AS SHOWN! �qN�+ K ��%i X K X^ DWG NO. �.n mnrO1in �om 'T� �N'i� m'a mo zo + mN C-246-14 GI zm r�3SS y'�"'»S> �.-'`�SSSS y"• 95._ • v�i� » y^ �3 y^. �3 SHEET _ diizzz d•zzzz z¢azzzz Q••zz - z¢ •zz z¢azz zQ a^zz o� ���-- o� -- C3.01 3885 UN�NW W -UNF-33W W Uln l-33 WZ UNI-NZ UIn 1�fnW C f/1F3W s..�1n F-3w 3885 ' 97+50 98+00 +50 99+00 +50 100+00 +50 101+00 +50 102+00 +50 103+00 +50 104+00 +50 105+00 +50 106+00 +50 107+00 +50 108+00 +50 109+00 +50 110+00 +50 111+00 +50 112+00 112+50 6a1 = mg I g i As-Built-0512016 Irrigation Improvements .. CONST.IBX-3 I j a w.5 rn PER COIF STD.DWG. N: 5566.61 o 4 E., 458&55 . ° I I W22C '�v�,N 10'IRR.•� I S L m ESMN'T I IRR. € ao,a ,.I 1 N•T � 14 I d' W J 0 25 50 100 ^0 5, i oz m SCALE IN FEET z N I I - � O - + �' I 12- cQNs Lor L BLocic 1 b — I x I , ) O _ "GOLDEN EAGLE SUED.NO.5" I CONSL IBX-4 'JE CONSL 18X-5CONSL IBX-6 ! CONST IBX-E1PER COTF STD.DWG.I-1 PER COTF STD.DWG.I-1; � PER COIF STD.DWG.I-1 PER COIF STD.DWG.I-1N: 5569.61 t N: 5969.59 - - N: 6369.58 ow I: N: 6691.44E: 4942.92 CB-3 ` SDMH-3 CMH-2 . + SDMH-2 E: 4943.10 �+ '" E: 4940.37-2 1 SDMH-1_ � - --- � t2•CA ----- '__E: 4939.59-1 sot'GI t2G q GIRR-7A - Pq -- 1 9 .0P 3 12'GI 12•GI 12• Nwm 1'GI TOSSMH to s SSMH-43 -2tI' vd �2HARRIS , e D'ss � to•ssa ON ST.S.. SSMH-5-24- t9 -26-- d3 —2g - r :—27- SSMH-6+ + + + + + + + + + + + +tYw-'� ---7s•w9� v -� yrw + { w trur - dH0 dH0 dHO dH0 dI10 dHO � --dHO dHO d1103915 GIRR-IA PROFILE 3915 O3910 39103905 3905 REVISIONS 1/22/2015 CITY&CANAL COMPANY COMMENTS 3900 <.; 3900 �BN T/20IRR- STRUCTURE ®7/10/2015 3 4 _72. _ _ CITY RENEW COMMENTS PVC RRBUS UNE REGRAOE FlNISHED GRADE®� 3895 ®.s/2o 2ms3895 - _._•n /AS-BIALT(IRRIGATION ONLY)8" TY PI MAIN T. 4 0 LF-12•P C GIRR '. EXISTING ROUND®� 3890 = 1-'6 3890 8"WATER MAIN SLEEVE CROSSING S WER SERVICE` .. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL 3885 '' CgVST, 3885 CONDITIONS AND DIMENSIONS AT . THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL EWER SERVICE P qRR CREERRPANCI�IBEFOSSIONRE BEGINNING /,1 26 - OR FABRICATING ANY WORK. A.B,, - STAMP 3880 -SEWER SE VICE-- 3880 I...eOyed 8'WATER MAIN .. SLEEVE®CROSSING C ONS 32 F- 12 PVC 1 4 b GIRR -- �j IL3I2el 3875 .3875 CF EXIST. 12"GIRR 9i�L I. 12'S M DRAIN S=2.34% - 3870 - - APPROVED — 3870 m< of d m d 10 SANITARY SEWER- DRAWN MLee&MBrander DRAWN MLee&MBrander. a m n oo ro DATE 11/19/2014 3865 3865 SCALE AS SHOWN N I M m+9 �^ m+ ;m+ DWG.NO. C-246-14 GI SHEET �Q�zz �d •zz zda?? -F.,aa �✓.O� 3860 c�c'-n f-3z yv~i�F lnz !. c�i u�i�Anz �v'-i�Inz 3860 `112+50 113+00 +50 114+00 +50-: 115+00 +50 116+00 +50 117+00 +50 118+00 +50 119+00 +50 120+00 +50. 121+00 - +50 1 -. 122+00 +50 123+00..' +50 124+00 : +50 725+00 +50 126+00 'I +50 - 127+00 127+50 1 7d r j As-Built-06/2017 m _ Harrison Street•Phase 1 �rVyr W p� 40.5'RIGHT-OF-WAY 58'RIGHT-OF-WAY ' 6'-10' 0'-6' 6"CURB 25.5'-'37.5'FACE OF CURB . � ,'8' ,17.5' 6"CURB `.32.5 FACE OF CURBF,­ z SIDEWALK CSCAPE - F91DIWALK L SCAPE a o g{ MATCH EXIST. SAWCUT EXIST. n .. CROWN _SA UT EXIST. 4:1 LS><sosTT *Is3-.�. .,.1,SggxtLS3 ASPHALT PAVEMENT 4.1 _.�t393..i45R PAVEMENT _____ ' .., .;�,x.-x,.,..,r,>,. <�>a._. ,.r .- `-EXISTING € 9 a STI NDARD SIDEWALK, •3 4 PLANT MIX PAVEMENT 'b'DN oo STANDARD SIDEWALK 3"-3/4"PLANT MIX PAVEMENT EXISTING � � ' /� `PAVEMENT g e OD pp PER COIF STD.DWG.C-3 PER COTF SPEC. 413 PAVEMENT PER COIF STD.DWG.C-3 PER COIF SPEC.413 - 4T ' SECTION W 9 W c�} ...STANDARD CURB&GUTTER 2"--3/4".LEVELING COURSE SECTION STANDARD�CURB&GUTTER -;•3/4"LEVELING COURSE - U PER COTF STD.DWG.C-3 PER COTF SPEC.'412 - PER COIF STD.DWG.C-3 PER COTF SPEC..412 9"- 1 1/2"BASE COURSE •1 1/2".BASE COURSE -PRIOR TO PHASE2 CONSTRUCTION A TRAFFIC STUDY •# Z�+, PER COTF SPEC. 412 PER COTF SPEC.412 AND DU REO AORROVED NORTH RD.DESIGN WILL BE .. N a SUBGRADE-COMPACT TO 95% SUBGRADE-COMPACT TO 95% PER COTF SPEC.411 PER COTF SPEC.411 1"ti TYPICAL ROADWAY SECTION n TYPICAL ROADWAY SECTION(PHASE 2) T HARRISW S7.SOUTH 'N.TS 3600 NORTH RD. N.TS O 1SLOPE LEGEND: C/] S'WALK T\- 1.5%t0.5%(2.0%)MAX. SLOPE Z3%t7.0%(8.3%)MAX. SLOPE 9.0%t1.0%(10.0%)MAX.SLOPE MODIFY.GUTTER(S.D%)MAX.SLOPE 6 CURB LANDING.2%MAX.SLOPE r'�I •, `.IN ANY DIRECTION 8' 4'MIN. SIDEWALK f0' C DETECTABLE WARNING DOMES WATER LINE z 0 f LANDING 4'z4'MIN., N I 6. W - ' 000 2' NON-POTABLE ' ' R.2' c a WATER LINE ?. C• Lo w N. (NPWL) ✓C w Jw W 000 . 7'MIN. --- I p WATER LINE 1 y y DETECTABLE 0 Z ^W DETECTABLE 6 .WARNING - �' WARNWG DOMES - CURB&GUTTER / w a p DOMES a PLAN 6' :..6 G- SLOPE LEGEND: ZONE I ZONE 2 ZONE 3 O q SLOPE LEGEND: o- ,1.5%50.5%(2.OV MAX.SLOPE - - L5%f0.5%(2.0%)MAX:SLOPE 7.3%t1.0%(8.3V MAX.SLOPE VERTICAL SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REQUIREMENTS 7.3%t1.0%(8.3%)MAX.SLOPE � ZONE T:A) WRIER AND NPWL OUST BE SEPARATED BY AT LEAST 19'. ZONE 1:p) NO SPECIAL REWIREYENiS PLAN �,A_. - < 9.0%31.0%(10.0%)MAX.SLOPE - PLAN ZONE T.A) NO SPECIAL REOLOREMENTS FOR POTABLE OR - `= 9.0%f 1.O%(10.0%)MAX.SLOPE AND B) ONE FULL.UNCUT LENGTH OF DOTS PRE AND NPNL PIPE MODIFY GUTTER(S.O%)MAX.SLOPE MUST BE CENTERED W THE CROSSING SO THAT THE .�•� MODIFY GUTTER(5.0%)MAX.SLOPE 8' 4'MIN,. JOINTS ARE AS FAR AS POSSOLE FROM THE CROSSING NON-POTABLE D BY AS - 4'MIN. 7' 2' p - 4'MIN. 7' ZONE 2:A) ONE FULL UNCUT MUS RE CENTERED ON THE CR07H PR AND 50 THATPWL PIPE PE BnVAIER AND N SEPARATED BY AT LEAST 6 FEET AT Wi9OE REVISIONS e Y _ __ - ,� 2' JOINTS ARE AS FAR AS POSSIBLE FROM THE CROSSING. CITY 8 CANAL COMPANYCOMMENTS ` AND C) WRIER AT LEAST I8 INCHES STONER M ELEVATION THAN v - •.:.T, .y AW OM B) NPWL MAIN MUST BE CONSTRUCTED TO WATER MAIN THE NPWL T - STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS 3 75 - a°- r..r "•.�• .....' :••• --- __ ____ _ FOR A HORIZONTAL DISTANCE OF TO FEET ON BOTH SIDES - •r .__ .:. '.. 7 OF CROSSING. RB DOMt D) NPWL CONSTRUCTED TO WATER MAW STANDARDS AND BUILT MR-I STRUCTURE r... .•-... -, >" PRESSURE TESTED FOR WATER TIGHTNESS. W C) EITHER THE NPWL OR WATER MAW W 807H MUST BE CITY REVIEWW CCOMMENTS .. ,-••:. CONCRETE ,-•( ENCASEE CROSSINGSLEEMNG MATERIAL.ACCEPTABLE/ TO QED OR E) 91E SPECIFIC REQUIREMENTS APPROVED BY DEO. DETECTABLE WARNING DOMES BOTH 9DEs ®6/2(HAN 2"-3 4"AGGRAGTE BASE FOR A HORIZONTAL DISTANCE OF IO FEET ON CONCRETE - CONCRETE � :. ZONE 3: NOT ALLOWED. As-Boar(xARAnsox sr.-PHASE p 2"-.3/4 AGGRAGTE BASE,MIN. - 2"- 3/4 AGGRAGTE BASE,MIN. ZONE J. SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NPNL MUST NOTE: SANITARY SEWER FORCE MAINS MUST HAVE VERTICAL 10 FEET DETECTABLE WARNING DOME$ I ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT HORIZONTAL SEPARARW AND IS INCH VERTICAL SEPARATION DETECTABLE WARNING DOMES ' AND- SECTION C-C SAME R0. MTHOUT A WAIVER GRANTED GRANTED BY WO NOT ALLOWED SECTION A-A - SECTION O-D ZONE 1: SAME BEW SUPPORTED AS ZONE I EXCEPT THE NPWL RE MUST SETTUNNG SUPPORTED ABOVE THE LROSSMC 70 PREVENT ADA RAMP TYPED POTABLElNON-POTABLE WATERLINE SEPARATION ADA RAMP-TYPE A ADA RAMP- TYPE Cl 5 s 4 N.is. x.LS N.LS DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND N07IFY THE ENGINEER OF ANY DIMENSIONAL ERRORS OMISSIONS W DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. .. : STAMP • 141*4 APPROVED M.Lee DESIGN M.Brander DRAWN M.Brander DATE 1111812014 SCALE AS SHOWN - - DWIG No. C-246-14 DT SHEET CS.01 i` 1Y-0' AS-BUlll-OS�2O16 16'STEEL PLATE WELDED c' - ON TOP ON 84R GRATING. - M 5-0• 5-0" 7`-0 Irriga8on Improvements '. Y 1'-B' w cn r 9,_0+ 1._8. 7" 6'.• 2'-3' 2'-3' 6' 4'-0' 6' 4'-3" 2'-3" 6' � U� o RF 4 r-- _� d 155oz 'n I I I :.. 6' 3'-10" 8• 5,_0. 6. _ I L.- _ __j HANDLE(SEE I WET-WELL PROVIDE THREE(3)3'x8'BAR GRATING PANELS DETAIL 2) -w o OVER WET-WELL CHAMBER. WELD Y6'STEEL PLATE 'o r� o o ON TOP OF GRATING. PLATE SHALL BE FLUSH W z a WITH BAR GRATING.PROVIDE VIEW PORT HINGED 'n '.toosii5 PIPe -o TOP EL 27._00_h y„ "' DOORS AS SHOWN IN DETAIL 1 IN \ '.o I w LAST PANEL 18'X 18"i OPENING IN "' •� OVERLAP X 20'HINGED LID iE . Y 5 2".S0.NOTCH FOR , '� a STEEL PLATE OVERLAP OPENING 1' ^ 5 a' ALL AROUND 6'n 2z CHECK BOARDS P. o SELF CLEANING SUCTION SCREEN, 9 '- ' - •r .. i' -e CLEMMONS CW400 18 MESH ET 1 �m �j OR APPROVED EQUIVALENT - ;„„ J - f o S'� � 1 I. . � • '.•1 C tnH 1 7,-6+ 2'-6 1 0"•L 12"SOR 35OVERFOW a o N 3u:I. o .I;15' J. g � RECESS4BlE HANDLE z t N .4:PVC: B. 12• ..1. * *B �/e"ROD m --- -,-- 15•PlS •� - PVC a PVCI. ` t2'PVC-3 t2'Pt'c -I Ye•STEEL PLATE v - 70 ,i INV.21.00 sCAP ..f. N: 5563.64 I �' 5' .. '4-... S .r E: 4238.$6 �.L o .. .._.. ..__ ".. � • PRE-FILTER. 3"x2"x Y' \' B N - .'J. N � ExTEN510N BAR GRATING 15 BARS®12' - i INV.19.D0 BAR GRATING ,• " D.C.BOTH WAYS . . , A / 6"MIN.OF.3/4"GRAVEL(TYP.) PROVIDE TWO(2)3k8'•19-W-4(i%'X 11e) -3" I - " STEEL GRATING PANELS W/FULL-DEPTH I Ip 1 DETAIL 2 TT LOAD BANDING,OVER PRE-FILTER CHAMBER. I n T 1 PLAN.A PLAN /5 BARS®12" I ` SECTION A-A . \ O.C..BOTH WAYS tJ \ P i / v� C) d V) 6' 2'-3" 4'-3' 6' 4'-0' - 6" 2'_3• '.:Y_3• 6+ _ W 6' 4'-0' 6" 4'-3+ 2._3+ 6' , A 12'CANAL GATE ' _ 8'CANAL GATE il ` 18'CANAL GATE '18'_0• / - - ` TOP EL 2Z00 $TOP EL 27.00 B'-6" H3* // 9' 0 1 Y'SQ.NOTCH FOR 1. •�. 3". // - 8' Y_8• 8• SLIDE GATE OR WEIR •,� �, fc 1 Y"SQ.NOTCH FOR I 'I' .1 Y"SQ.NOTCH FOR - i // I3I• 3, 1 {{} .,SLIDE GATE OR WEIR I 'f, L SLIDE OR WEIR SO 35 .: '� TO EL 07.00 SLEEVE/ EL.OZ00�l. 8'PVC :} 'I :#. t T2" �75 PVCSLEEVE 35 2"SOR 35:z�: ..Ir_.�-1 f 12"SDR 3524"PIPE1. OVERFOW I. OVERFOWINV.21.00 EP4CINV.21.40 EXTENSION I }•�- I II �l INV.OQ 2.00 1Y PVC y - V.02.00 �' ' INV.21.40 h �: �..:•�.�.. i.Ys.z+�, $FLR.EL 21.00 J .4. b•Pv>;' INV.21.00 ( _ ... : WEi WELL PRE-FILTER PRE FILTER tz•PVC- WET-WELL . ) L• .a.-:t y:,",,,, u ,_„.t�•� .�y;." - I _ SELF CLEANING SUCTION SCREEN, I' 90'GxG ELBOW a IN '1 '1 •• ". 16"FLANGED 6'-8 1 CLEMMONS CW400 18 MESH 16 FLANGED O ` r `O 'I• I PIPE SPOOL f j OR APPROVED EQUIVALENT -I PIPE SPOOL 1 d5 BARS®72" [ - .1. I 1 I 1 I O.C.BOTH WAYS w_ "'-; . .:A 6'MIN. OF 3/4"GRAVEL(TYP.) ( e •' h'i I `J y5 BARS®12" O.C.BOTH WAYS 1'_6• N 1I I. e 1 FLR,EL.9ZOOs FLR. EL 97.04 6'MIN. OF 3/4"GRAVEL(TYP.) - � � . 6"MIN. OF 3/4'GRAVEL(TYP.) J5 BARS®12' 6"MIN,OF 3/4"GRAVEL(TYP). /5 BARS 0 12' NOTE. O.C.BOTH WAYS O.C.BOTH WAYS SECTION B-B CANAL GATES SHALL BE WATERMAN C-10 OR A SECTION-C-C ' ITrVrnarLs TWIN FALLS CANAL COMPANY APROVED EQUIVALENT - '' H 0 t/22/2ot5 _SECTION A-A CITY A:CANAL COMPANY COMMENTS n IRRIGATION STRUCTURE#1 (AS-BUILT) SECTION B-B p 2ny�2m5 n IRRIGATION STRUCTURE#4 "S ' SCALE J/8•.1-'0' - �f(IRR 4) ®7/10/2015 . - MT.S CITY REVIEW COMMENTS • ®5/2%/2016 - AS-BUILT IRIRRIGATION ONLY) r h• 5,_6• - /' DO NOT SCALE DRAWINGS r 6" 2-0" 6 2'-0' 6" - - 5'-6' CONTRACTOR SHALL VERIFY ALL • o ry -- CONDITIONS SAND, DIMENSIONS INSTALL n. _ � AT LE IRON FRAME& 2'0' -6 2 0'i s' THE JOB SITE AND NOTIFY THE ;, .. / METAL LID OVER EA.CHAMBER - ENGINEER OF ANY DIMENSIONAL t _ INSTALL ANGLE IRON .. PER COTE STD.DWG - ! .. � FRAME& ERROR _ I 1 METAL LID OVER EA.CHAMBER CREPANCIES BEFORE BEGINNING TOP EL 24.00 .I a PER COIF STD.DWG.1-1 OR FABRICATING ANY WORN. .. "PVC 0 LEKo 1. e� A ---$' STOP EL 2260 + VC c Y STAMP n IL '. I ', • ,, .I, .1 12"PVC I v OVERFLOW •1 ` F i 15 NOR1Z.BARS® N I' °I 14924 .n INV.20.00 •P / 8. � 1 "PVC +I I` ,. I 12". I 12'O.C:,(TYP.) / /5 HORIZ.BARS® J -. .',5lg312e1M, N • �. PVC I:• PVC I -I R• 12'PVC SRO k CAP o 12"O.C,(TYP.) .I 12 j 14 I I i m i D .• FOR FU7W A PIIIAP STA. N I. PVC I PVC FLR.EL.16.00 I. 12`PVC APPROVED _ q I DESIGN MLee&MBrander 6'MIN.OF 3/4'.. At' 'I /5 BARS®12" �AxTI MLee k MBrander .. GRAVEL(TYP.), O.C.BOTH WAYS 6'MIN.OF 3/4" - ,�5 BARS®12" DATE Ti/18/2014 PLAN •;. GRAVEL(TYP.)" O.C.BOTH WAYS . SECTION A-A - PLAN SCALE AS SHOWN TION STRUCTURE#2 SECTION A+A Dwc.NO. ,.C-246-14 DT ' IRRIGA = SHEET (IRR 2) NTS 4 IRRIGATION SIR UCTURE#3, C5.02 9 of- ll M o Cn z 984 zjF ., .'•s,. �. T v ' �° ro FOUND BRASS CAP. ,: S f2'9 I 9� I u� haw C.P.1631827 ; Golden Eagle Subdivision No.5 [6"722 : t - x? e y a00o J9101093s .. ,. . bdiVlSlOri and. 9 W r 12010-006781 - /2003-005571 ng O A Re Su eq} U ^ Numberi T; Re f Lot 1,Block 1 z N LOT 2,BLOCK Y '�,.. .,:,. ," N c, ., �.:..GOLDEN.FACLE SUBDIVISION NO.4 �'.• ,: 1 ,' Golden Eagle Subdivision NO.4 ,o GaoEx Fw<xE sUtv,mfaTION EASE1IENr Located In nro ND 23 531V 1218.18 __ 4 -- -- ------..,._---- - --------- -----_- — -- -- -- — SW ,Section 28 1 — Tb'IRRIGaTIO4 I;UE; , . M Township 10 South,Range 17 East 1723'53T sis2' i Boise Meridian N0'29'O7w 58 02' t I FOUND 5/B'REBAR g GAP LS908 -- Twin Falb Count Idaho I ARROW Y° I N89'36'07 E 50.00' STREET - f�5MOR ORNER LOT 2,BLOCKI - M ( 2014 . I EN EAGLE SUBDIVISION NO. 4 - '- •' � --- NO'29'07V 485.90'--------- -- ------15'IRRIG47TON EASEMENT ION EASEMENTT. I58 20.00 0 50 100 20DSCALE IN FEET o� a /� g Legend B L ,V •K I SUDDMSIO UOUNDARY LINEXI a C° ► ' 1 15'UTILITY I Lot 1 y SECTION LINE__ .. V' �r I S7.ttn Ac. - SECTION QUARTER LINE L."I I "� WUTILITY EASEMENT --- 1 --- w o I Lot 2 $ ADJACENT PROPERTY LINE 1� W z o I 408 S.F. I MATO LOT LINE I h w I _ I _ CIk"TED POINT(NOT SET) p W z ^ ?� ( w IRRIGATION I k BRASS CAP EASMEFIT FOUND 5/8'REBAR(LSIOW) +? w. I 10'IRRIGAnON4,, EASMEM I FOUND 1/2'REBAR FOUND MONUMENT AS NOTED .. SET 1/2'x 24'REBAR& ' I N89'30'59 T 50.00' GOLDEN EAGLE CAP-LS 1000 REVISIONS 58' ° I — Notes 0-1122AOIS . I i W ,� ,, -ka CRY k CANAL COMPANY COMMENTS ZE ' , m ND'29'01'W 20.99' , a LOTS WILL HAVE EASEMENTS RECORDED Q /I3/z0ts t ' 'A SEPERATE INSTRUMENTS AS NEED IS DEFINED.DO d! I 1p,� - AS-BUILT IRR-1 STRUCTURE 12'56'1Y 42.94' l I `r 20•UTILITY EASMENi ®7/10/2DI5 `----------- --� '--=- -----'---- ------ � L......--,�..- ..,_.�--------------� 2 CITY REMW COMMENTS a 475.32'--'� — 1193.60 kfl— --- Vicinity Sketch 2m6 ;,, •< SO'29'07T.1668,92' _ :`. g AS-BUILT(IRRIfATMRI ONLY) 0 A 6/29/2017.. — N89 30'59T 40.50 AS-VAT(HARRISON Sr.-PIDLSE 1) FOUND 1/2'REBAR — SO'29'07"E 1758.67' — C.P.1631827 Harrison Street South FOUND MAG NAIL 192009941 UNPUTTED € -- , Health Certificate SANITARY RESTRICTIONS AS REQUIRED BY:IDAHO CODE,TITLE 50,CHAPTER 13 HAVE'BEgJ ¢ € W A� DO NOT SCALE DRAWINGS SATISFIED BASED ON THE DEG APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS ' ' AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF THE °' '" 11.t✓;. CONTRACTOR SHAL.VERIFY ALL -SANITARY RESTRICTIONS.BUYER IS CAUTIONED THAT AT THE TIME OF THIS APPROVAL,NO � Cf � CONDMONS AND DIMENSIONS AT DRINKING WATER OR SEWER/SOW FACILITIES WERE.CONSTRUCTED.BUILDING - THE,roe SITE AND NOTIFY THE - rNeAsu,T h W CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING.WATER - ENGINEER OF ANY DIMENSIONAL . OR SEWER FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS - �1N1O� c�RcaaNCles IB�EF%REGINNINC SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES.IF THE DEVELOPER.FAILS TO '_� OR FABRICATING ARE WORK. CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEG,THEN SANITARY �`5�E 0.�92 - TNi'I,'V FALLS COUNTY -, H 3600 NORTH ROAD � P RESTRICTIONS MAY BE REIMPOSED,IN ACCORDANCE WITH SECTION 50-1326,IDAHO CODE,' BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL,AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE '9:26:57ANI ..07.17a015 EHM Engineers,Inc. , ,./6�Ss Na Pzois-oialo >l $ xN F'ee:S 33.00 REVS,SOUTH PUBLIC HEALTH DISTRICT DATE: - - P OF LCR7SCountyClerrk � 246-14 FP fR A.K Deputy:BTTUNT.R �r. SlEEI 1 OF 3 APPROVED R. Kruger DESIGN M.Lee - - DRAWN M.Lee DATE 9/26/2014 Ste, AS SHOWN DWG.NO. V 246-14 FP _ SHEET - VI.01 ' I ,