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HomeMy WebLinkAbout18-3101 135 Cheney Dr CO #2 GENERAL NOTES: SHEET INDEX: 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN APPROVAL CIVIL PLANS For DESCRIPTION SHEET NO. STAMP BY THE CITY AT THE WORKSITE. U o 2.ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN CIVIL NOTES CO.01 FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. SITE PLAN C1.01 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM o ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND THE DUTCH TOUC H GRADING, DRAINAGE & UTILITY PLAN C1.02 o ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE ® SANITARY SEWER PROFILE C2.01 S-+ o a^ B RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY 11 THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED Twin Falls,S Idaho PROJECT BENCHMARK: o g BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE. 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.IT IS THE CONTRACTOR'S , RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. SITE BENCH MARK - "B" BOLT ON FIRE HYDRANT4085-3027 !~ ° ^ 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION 2 018 AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. CITY OF TWIN FALLS BENCHMARK, W 'S 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL EAST SIDE OF LOCUST STREET NORTH, 100' NORTH OF BRIDGEVIEW BLVD. ' WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED ANDj F a; COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL IDAPA 58.01.08.542.07 - SEPARATION OF 1988 NAVD DATUM ELEV. = 3653.24 (SITE DATUM) STRIPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER AND RAW WATER PIPELINES VICINITY SKETCH: OR DISCARDED OFF-SITE AT THE CONTRACTOR'S EXPENSE. POTABLE,NON-POTABLE, n.t.a. DRAINAGE CALCULATIONS: W 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR m SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY 07. T - THE REQUIREMENTS FOR U77LI71S NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL FOR THE PROTEC ALE MAINS AMINATION BY NON-P NES ARE DESCRIBED N.HALF BUILDING&CANOPY IN SUBSECTIONS 542.07.o. THROUGH 542.07.c.FOR THE PURPOSES OF SUBSECTION 542.07, THE TERM IMPERVIOUS 3,552 1,6 SERVICE LATERALS OF ANY KIND. PIPELINE"APPLIES TO BOTH MAINS AND SERVICES. THE DEPARTMENT WILL USE THE MEMORANDUM OF ' /12"0.95= 450 cf Z & POWER/IJGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN DETERMINING THE RELATIVE RESPONSIBILITIES LANDSCAPING Z512*1.6/12*0.25= 84 cf a IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. FOR REVIEWING SERVICE LINES. THE CONDITIONS OF SUBSECTIONS 542.07.a.AND 542.07.b.SHALL APPLY TO RETENTION REQUIRED = 534 cf 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF ALL POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRIL 15,2007 AND WHERE THE RETENTION PROVIDED(100'x 6'x 2.5'DEEP x 0.40) = 600 cf CONSTRUCTION.CALL'DIGLWE'48 HOURS PRIOR TO COMMENCING WORK. DEPARTMENT OR THE OLPE IS THE REVIEWING AUTHORITY.RAW WATER PIPELINES MUST BE PROTECTED FROM S. 11..MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. CONTAMINATION FROM NON-POTABLE PIPELINES AND MUST NOT CONTAMINATE POTABLE PIPELINES. THEYSHALL THEREFORE MEET EQUIVALENT SEPARAT N DISTANCES SHOWN BELOW FROM EITHER POTABLE OR S.HALF BUILDING&NW LOT 11.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST.IMPROVEMENTS FROM DAMAGE AND ALL NON-POTABLE PIPELINES. (4-4-13) IMPERVIOUS 5,229*1.6/12*0.95= 662 cf SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S N LANDSCAPING 5,212"1.6/12*0.25= 174 cf SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. a. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) POLE LINE ROAD RETENTION REQUIRED = 836 cf 12.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO RETENTION PROVIDED(100'x 10'x 2.5'DEEP x 0.40) = 1,000 cf RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. I. POTABLE MAINS IN RELATION TO NON-POTABLE MAINS. (5-8-09) CHENEY DR W CHENEY 13.IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEA)APPROVAL PRIOR TO CONSTRUCTION. EAST END LOi IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. (1) GREATER THAN TEN(10)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS. (4-4-13) o PROJECT IMPERVIOUS 10,206*1.6/12*0.95= 1,293 of 14.ALL APPROACH RADII ARE TO BE 25'TO FACE OF CURB UNLESS OTHERWISE NOTED.ALL VALLEY GUTTERS ARE i0 BE z NORTH COLL ROAD LANDSCAPING 4,655"1.6/12+0.25= 155 cf 6'WIDE UNLESS OTHERWISE NOTED. (2a TEN(10�FEET TO SIX(6Z FEET SEPARATION: SEPARATE TRENCHES WITH THE BOTTOM OF x 15.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL FEET THE TABLE MAIN AS THE THE TOP OF 7THHEE NON-POTABLE MAIN,AND NON-POTABLE MAIN CONSTRUCTED z RETENTION REQUIRED = 1,448 of WITH POTABLE WATER CLASS PIPE. (4-4-13) o o RETENTION PROVIDED(41'x 17'x 5.5'DEEP x 0.40) = 1,533 cf OF CLEARANCE FROM FINISHED LIP OF GUTTER. z 16.PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMENTIONED t5i FALLS AVENUE V] STANDARDS. (3)) LESS THAN SIX MI FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA TO THE 5 w SOUTH WEST LOT DEPARTMENT FOR REVIEW AND APPROVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH o o IMPERVIOUS 13,968+1.6 12*0.95= 1,769 cf 17.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(Not)i0 EPA AND HAVE A AND THE ENVIRONMENT,NON-POTABLE MAIN i0 BE CONSTRUCTED OF POTABLE WATER CLASS PIPE,AND m / COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSI7E WITH THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAIN. (4-4-13) LANDSCAPING 3,023+1.6/12*0.25= 101 cf http://cfpub.epa.gov/npdes/stormwater/cgp.cfm. QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED TO �' o RETENTION REQUIRED = 1,870 cf MISHA VAKOC OF EPA AT: (206)553-6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS Z FILER Al ENUE RETENTION PROVIDED(40'x 50'x 2.5'DEEP x 0.40) = 2,000 cf FALLS. POTABLE MAINS. (3-30-07) w I&DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. (57 PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING 3 m 19.TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL i0 THE CONTRACT AND BE THE RESPONSIBILITY OF THE NON-PPOTABLE FLUIDS SHALL BE NO CLOSER HORIZONTALLY THAN 1EN f0 FEET FROM POTABLE MAINS. CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO (4-7-11) ADDISON AVENUE COMMENCING WORK. TT. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES NEW POTABLE r \ POTABLE MAIRELATION TO NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION i05-8-09) 'r U UTILITY SERVICE NOTES: (1) GREATER THAN SIX(6)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS BASED(ON CO 1. ALL WATER AND P.I.SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRADE SEPARATION DISTANCE. (5-8-09) TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN. WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL ((y LESS THAN SIX(6)FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA THAT THIS THE WATER OR P.I.SERVICE BOX SO THAT THE FACE OF THE RISER IS LOCATED 12"TO 18"FROM BACK OF SIDEWALK. INSTALLATION WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AND NON-POTABLE SERVICE ALL SEWER SERVICES TO BE INSTALLED TO STATIONS AND OFFSETS SHOWN. CONSTRUCTED WITH POTABLE WATER CLASS PIPE. (5-8-09) LEGEND: 2. ALL SEWER SERVICE STUBS SHALL BE LOCATED WITH A'T'FENCE POST,PAINTED GREEN.SERVICE STAMPS ON CURB 3 NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS SHALL BE IN ACCORDANCE N1TIi CITY OF TWIN FALLS STANDARDS. NON POTABLE MAINS OR NON-POTABLE SERVICES. (5-8-09) PROPERTY BOUNDARY - - b. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER ROADWAY CENTERLINE - LANDSCAPE NOTES: MAINS OR SERVICES. (4-4-13) EASEMENT --------------- 1. PER CITY CODE AND THE SUN WEST PUD(g259)A 35'WIDE LANDSCAPE BUFFER INCLUDING SIDEWALK, 1. IF THERE IS EIGHTEEN S INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WATER LINE 8•w PATHWAY OR OTHER HARD-SURFACED LANDSCAPED IMPROVEMENTS,MEASURED FROM THE BACK OF CURB, WILL WATER PIPELINE ABOVE THE NON-POTABLE ER PINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAI� SANITARY SEWER LINE 8•ss AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE. (4-7-11 BE CONSTRUCTED ALONG WASHING70N STREET NORTH. STORM DRAIN LINE 8•sO a. 50X OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVATION OF if. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE PRESSURE IRRIGATION LINE -4-PI- AT LEAST 18"IN HEIGHT WITH AT LEAST 50%OF THE BERMING HAVING A MINIMUM ELEVATION OF 30" WATER PIPELINE BELOW THE NON-POTABLE PIPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR GRAVITY IRRIGATION LINE 24•IRR IN HEIGHT. AS POSSIBLE FROM THE NON-POTABLE PIPELINE,AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED TELEPHONE LINE T b. THE LANDSCAPE BUFFER SHALL BE PLANTED WITH MINIMUM OF ONE TREE PER 500 SF OF LANDSCAPED THROUGH THE CROSSING TO PREVENT SETTLING. (4-7-11) OVERHEAD POWER LINE OHP AREA AND A MINIMUM OF ONE SHRUB PER 100 SF OF LANDSCAPE AREA(8 TREES; 40 BUSHES). iii. LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: (5-8-09) GAS LINE G I. AT LEAST 50X OF THE TREES SHALL BE EVERGREEN STANDARD CURB&GUTTER it. AT LEAST 50X OF ALL TREES AND SHRUBS SHALL BE FROM GROUPS LAST APPROVED BY RELEASE CURB&GUTTER ----------THE TREE COMMISSION THROUGH ITS TREE SELECTION GUIDE. (1) POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE; STANDUP CURB Ili.TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN AND EITHER: (5-8-09) SIDEWALK TREE AND SHRUB GROUPINGS. EDGE OF ASPHALT EA iv.ALL TREES SHALL HAVE A HEIGHT OF AT LEAST 4'WHEN PLANTED. (a) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE FOR A MINIMUM GRADE BREAK - - - - REVISIONS OF TEN(10)FEET EITHER SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF CONTOUR LINE _ & 10/26/2018 2.PER THE SUN WEST PUD(#259) A 20' WIDE LANDSCAPE BUFFER INCLUDING SIDEWALK,PATHWAY OR POTABLE WATER CLASS PIPE CENTERED ON THE CROSSING; OR (5-8-09) SEWER SERVICE 33 - PLANNING✓¢ZONING COMMENTS OTHER HARD-SURFACED LANDSCAPED IMPROVEMENTS,MEASURED FROM THE BACK OF CURB, WILL BE WATER SERVICE d ING COMMENTS CONSTRUCTED ALONG CHENEY DRIVE. SAID LANDSCAPING SHALL CONFORM TO THE CSI LANDSCAPING (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR TEN IRRIGATION SERVICE REQUIREMENTS REGARDING PLANT VARIETIES AND PLANNING PARAMETERS. (10)FEET EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMENTITIOUS MATERIALS SUCH AS CONCRETE, ®t ota a. 50X OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVATION OF CONTROLLED DENSITY FILL, AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR CLEAN-OUT Do O DRY WELL SIGNS SLEEWNG. (5-8-09) BLOW-OFF ASSEMBLY BOO AT LEAST 18"IN HEIGHT WITH AT LEAST 50X OF THE BERMING HAVING A MINIMUM ELEVATION OF 30" AIR-INJECTION ASSEMBLY A O 11/12/2019 IN HEIGHT. (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE THE NON-POTABLE PIPEINE FIRE HYDRANT STE LIGHTING REVISIONS b. THE LANDSCAPE BUFFER SHALL BE PLANTED WITH MINIMUM OF ONE TREE PER 500 SF OF LANDSCAPED MUST ALSO BE SUPPORTED THROUGH THE CROSSING TO PREVENT SETTLING. (5-8-09) ®12/11/2019 AREA AND A MINIMUM OF ONE SHRUB PER 100 SF OF LANDSCAPED AREA(8 TREES; 36 BUSHES). SEWER MANHOLE ® SEWER REVISIONS 1. AT LEAST 50X OF THE TREES SHALL BE EVERGREEN IV. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED ANS OR LINES CONTAINING STORM DRAIN MANHOLE NON-POTABLE FLUIDS SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN 18�INCHES FROM POTAB(.4 7-11) IRRIGATIONCATCH B X 13 ii. TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN MAINS. (( TREE AND SHRUB GROUPINGS. CURB INLET iii.ALL TREES SHALL HAVE A HEIGHT"OF AT LEAST 4'WHEN PLANTED. c. EXISTING POTABLE SERVICES IN RELATION i0 NEW NON-POTABLE MAINS,EXISTING 3. PER THE SUN WEST PUD(1259)A 15'WIDE LANDSCAPE BUFFER MEASURED FROM THE RIGHT OF WAY WILL BE NON-POTABLE SERVICES IN RELATION TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN VALVE D4 CONSTRUCTED AT ALL OTHER PUBLIC RIGHT OF WAYS AND PRIVATE ROADWAYS. WIDTH OF THE LANDSCAPING RELATION TO NEW NON-POTABLE SERVICES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., GAS METER Ov MAY VARY TO ACCOMMODATE PARKING, SERVICE ROADS,AND OTHER FEATURES BUT IN NO CASE SHALL THE WHERE PRACTICAL,BASED ON COST CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE. IF TELEPHONE RISER n ACTUAL LANDSCAPING WITH BE LESS THAN 5'. THE DEPARTMENT DETERMINES THAT'THERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES, WELL ® DO NOT SCALE DRAWINGS SUCH AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, CONTRACTOR SHALL VERIFY ALL a. 50X OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVATION OF THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.07.b. (5-8-09) POWER POLE $ CONDITIONS AND DIMENSIONS AT AT LEAST 18"IN HEIGHT WITH AT LEAST 50X OF THE BERMING HAVING A MINIMUM ELEVATION OF 30" GUY ANCHOR E- THE JOB SITE AND NOTIFY THE IN HEIGHT. SIGN 77 ENGINEER OF ANY DIMENSIONAL DIS- b AREA AND ATHE APE MINIMUMEOFSONEL BE SHRUB PER WITH 100 0 SF OF(LANDSCAPED AREA(2 TREES, 11 BUSHES).UM OF ONE TREE PER 500 SF OF APED WATER MAIN DISINFECTION NOTES: SITE LIGHTINGERRORS,OMISSIONS,OR RK. I. AT LEAST 50%OF THE TREES SHALL BE EVERGREEN CREPANCIES BEFORE BEGINNING MAILBOX Q° OR FABRICATING ANY WORK. ii. AT LEAST 5OX OF ALL TREES AND SHRUBS SHALL BE FROM GROUPS LAST APPROVED BY THE TREE A. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS., STAMP COMMISSION THROUGH ITS TREE SELECTION GUIDE. 1. PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ABBREVIATIONS: oNAiFy EXTENDED OR REPAIRED BEFORE USE. iii.TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN ALTERED, - TREE AND SHRUB GROUPINGS. 2. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF AS AS-BUILT Q B Iv.ALL TREES SHALL HAVE A HEIGHT OF AT LEAST 4; WHEN PLANTED. METHOD IS NOT PRESCRIBED AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN A ADDITIONAL LF LINEAR FOOT 4 >o NFPA 24 FOR FLUSHING OF PIPING. BMNG. FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY BM BENCH MARK LG LIP OF GUTTER 14924 4. APART FROM THE REQUIRED LANDSCAPED BUFFERS AND ADDITIONAL 1,608 SF OF LANDSCAPING WILL BE WATER DOES NOT APPEAR AT POINTS OF OUTLET. CS CATCH BASIN MH MANHOLE LZ L,,N REQUIRED WHICH SHALL INCLUDE: 3. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR,IF CBU CLUSTER BOX UNIT N/A NOT APPLICABLE Qy'"r �I 1 o A. a. 4 TREES(50%OF THE TREES SHALL BE EVERGREENS AND SHALL HAVE A HEIGHT OF AT LEAST 4' METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE DESCRIBED IN CL or a CENTER LINE TS NOT i0 SCALE 61E OF TO'�p`7v WHEN PLANTED) AWWA C651 OR DO AS FOLLOWS: COIF CITY OF TWIN FALLS PIRR or PI PRESSURE IRRIGATION O E T{\0 b.17 BUSHES(50X OF THE BUSHES SHALL BE EVERGREENS) a. FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 CONST CONSTRUCT REQ'D REQUIRED PPM OF CHLORINE; ISOLATE AND ALLOW TO STAND FOR 24 HOURS. CF CUBIC FEET RW RESILIENT WEDGE CY CUBIC YARD ROW or R b. AFTER STANDING TIME, FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHORINE REMAINS RIGHT OF WAY APPROVED D. 7HIBAULi IN WATER COMING FROM SYSTEM. DW or D WG DRIVEWAY SF F SQUARE FOOT DWG DRAWING S SLOPE DESIGN D. THIBAULi c. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AN AUTHORIZED LAB FOR TESTING HAVING EA or EOA EDGE OF ASPHALT SD STORM SEWER JURISDICTION,ONE SAMPLE AFTER FLUSHING AND A SECOND ONE 24HOURS AFTER FIRST SAMPLE EL or ELEV ELEVATION SS SANITARY SEWER DRAWN J. SKEEN IS COLLECTED.REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF FOC FACE OF CURB IBM TEMPORARY BENCH MARK CONTAMINATION. FHYD or FH FIRE HYDRANT 7A TOP OF ASPHALT DATE B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. FG FINISHED GRADE TCC TOP OF CONCRETE 9/21/2018 FL FLOW LINE TRC TOP OF RELEASE CURB SCALE AS SHOWN GB GRADE BREAK TSC, TOC, TC TOP OF CURB VERT,HIGHBACK FLUSHING NOTE: FLUSHING SHALL OCCUR FROM THE NEAREST FIRE HYDRANT AND BE CARRIED IN A FIRE GI or GIRR GRAVITY IRRIGATION ( ) HOSE INTO A NEW RETENTION BASIN OR DRAINAGE SWALES OR DISPOSED OF IN A WATER TRUCK TRANSPORTED WV INVERT TRANS TRANSITION DWa.No. C 180-18 SITE REVS OFFSITE TO AN APPROVED LOCATION. UNDER NO CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED i0 IRR IRRIGATION/IRRIGATION SERVICE TFCC TWIN FALLS CANAL COMPANY TYP TYPICAL SHEET ENTER WATERS OF THE US. ISPWC IDAHO STANDARDS FOR PUBLIC VG VALLEY GUTTER C�"Ol WORKS CONSTRUCTION WM WATER METER SITE KEY NOTES: o - - - N89 54 58 E 280. - - - _ - _ _i- COSTING CURB&GUTIFR N I I -; � ,. _ — -° ©EwsnNc APPROACH Ram 1-0°X i'-6°X 0.080"ALUMINUM HANDICAP U w o e �- - DOSRNG PEDESTRIAN RAMP PARKING PARKING SIGN.SIGN TO READ"RESERVED I 1 2'E MN'T 24 0 (d I ®EXISTING CONCRETE SIDEWALK FBI w I ,75I ,z$, :. S"- y ®EXITING ASPHALT eIKEPATN/wAucwAr "VAN ACCESSIBLE" PARKING'WITH IDENTIFICATION SYMBOL AND o y • o PER PLAN %/AN ACCESSIBLE'WHERE APPLICABLE , I I ,_ •s^ ,.s'. 3 I f CONSTRUCT ASPHALT PAVEMENT SECTION BOLT TO STEEL TUBE WITH 1/2 "CADMIUM IAlil E ® TR� 9 I .;.:' / (2 CONSTRUCT PORTLIND CEMENT CONCRETE PAVEMENT SECTION PLATED BOLTS,NUTS,AND WASHERS F S YY I ^ 41s91� r- - Q CCNSIRUCT STANDARD CURB&GUTTER- a,I _ Q /. casmucr RELEASE cuae&GurRx -SS.J �`i y, ❑ r -L`,V w. -1 "'T ,1: ©CGNSTRUCT THICKENED EDGE CONCRETE SIDEWALK C CONSTRUCT CONCRETE SIDEWALK J Ly,� M Q a a i� Z i c„ - +-r '^ INSTALL'VAN ACCESSRE•PARKING SIGN 2"X 2°X.188"STEEL TUBE,EXTEND INTO �i •S o o CONIC.FILLED PIPE 2'-0°. W F 0 1 Q 20 40 s I QB CONSTRUCT it x fe'TRASH ENCLOSURE K n T �� '. �`� :�, ?I f" 9 fl('C°ORDINATE W/ELECTRICAL FOR POLE m PE- _ �� � �� SCALE IN FEET I ❑ ❑ o o�q •' \ram j arziMaRv TOWER -y 20 83 24' I� a 16'-0" 3I I v ❑ ❑ .It, oc Wm vM 3 II R15� -THE DUTCH TOUCH CAR WASH © � FlN.GRADE i_ IHI� 5,197 S.Ft. f F �.,� to �nr , Cc�OOUo �cz7 c to i ARCH.EL 100'-O° e �; k aaelY ncL z zi�pn t .Q` CIVIL EL.3646.00 rr.�a"� 20, I�C� Q`7 .. � ... �� I I,� I .>'� •' . { z ,o • �W', ��,I, f� ,. e �, .' ,: ^24� '�24 12"DIAMETER CONCRETE BASE t nI y ; . ,. ` •.`...J. _- � DB OLARD TP I r( � FILL W30' 12 CONIC.983. © ". a 6 o f x , 9 13 - i b Accessible Parking Z II n I� ' .,, '.�„ T26 9 14'SPACES 8 A ibl Pki 8 ° g Sign $ m -��iE a, I N.T.S.aa.w.c I 1� i . _ � A °, z r 3 w' v. ROUND EXTRA HEAVY DUTY CAST IRON TOP .I s ,• 3 JAY R.SIMTH 4220S OR EQUIVALENT y FINISHED GRADE FINISHED GRADE,SIDEWALK PLAN VIEW .. ..- ESCAPE - OR PATIO AREAS 36 (4)9 SPACES r- , .126'(9) 14'SPACES 8 _ _ - .. AREAS 12' 0" x 16' 0" ENCLOSURE - 1s'-o' II Il'-11.!II U PAINTED ALUMINUM OR GALV STEEL u MNY 24 DOUBLE SWING GATE.GATE 70 � PROVIDE 100%SCREENING.COLOR z U I I 22,E z I to TO BE APPROVED BY OWNER. rr SAME SIZE&MATERIAL r1 O I - — — - - — — — — — — — — — �. g I o AS MAINLINE PIPE EXISTING DRY-WELL - - e I \ a ?g � GATE LATCH + �, J 45'ELBOW � O a w 45 WYE- - - - - - ii� I,I �. \f I ® 1e M CAP A7 TERMINUS U 3 I t'� r tz"w I Tz"w fz^w Iz"w Tz" tz"w Tz^w tz"w 3 q I Il o I DROP ROD-1STRM OR SSWR PIPE-PVC SDR 35 I e II GATE POST PER GATE 12014-012637 ASTM 03033 OR D3034(GASKETED) / o •� MANUFACTURER z PEDESTRIAN AREAS W I `—J FRONT ELEVATION s`az' _ ---- ------351.66' — -- -CHENEYDRIVL ------ 0 -4— —�—-—-— PRECAST CONCRETE CAP `SW CORNERI ��, --------------------------------------- S89T3ZL0"E_2636.$.J' N 18"SQUARE GOVt LOi 4 --------- _-_-_ - -- ROUND RANGED HOUSING WITH - (2);5 CONE BOND BEAM FINISHED GRADE CONIC.COLLAR HEAVY DUTY CAST IRON COVER -- ASPHALT,CONIC. JAY R.SIMTH 5243S OR (TOP COURSE) OR GRAVEL EQUIVALENT 1 8"CIVIL(TYP.)SPLIT FACE SOLID GROUT ALL CELLS - 1"BATTER /5 VERT.. ®24"O.C. .�+- I'R yz"R (2)g5 CONE BOND BEAM �r} REBAR®12"O.C.E.W. 1 �MSfa+S 2 Yz'PLANT MIX PAVEMENT 2" `� 1 (STH COURSE) 1, �_ , �fG/zs/ZO18 NI CLR. T PLANNING&ZONING COMMENTS — r— _ — o FINISHED GRADE,SEE PLAN FOR pEAGGREGA TE,COMPACTED i0 95%MAX DENSITY2'-D' 1 ELEVATION&MATERIAL z 0 if/73/2018 CITY ENGINEERIN COMMENTS t u 2 0" 11 Yz'EXPANSION JOINT MATERIAL o n/Tz/zofg T ;, "' _ _ rs - o 1.R 6" 1'-6' 1 a"CONIC.SLAB,SEE PLAN STE LIGHTING REVISIONS • ., gr h 1 Hatter 1 FOR ELEV. J Qs tz/Tt/zatg SUBGRADE, ri�T"> „^ `„L...., Ty"R 1 a 45'ELBOW SEWER REMSCNS SCARIFY AND COMPACT, "i PROOF ROLL TO VERIFY NATIVE MATERIAL IS I'-6" 4 ��-PORTLAND CEMENT CONCRETE I \ w 45•IN FIRM AND UNYIELDING WITH NO SOFT SPOTS 'R I `4'-3/4"AGGREGATE CAP A7 TERMINUS PAVEMENT 4000 PSI MIN. ?•„'V� ra ,p �..L US GRAVEL BASE 4 MIN.3/4"MIN COMP. 70 95%MAX.DENSITY s NOTE SUBGRADE-COMPACTED " TURN DOWELS OTHER O.C. 2'-0" (2),5 CONE VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT TO 95%MAX.DENSITY NRN EVERY OTHER LEG -COMPACTED GRAVEL BASE OPPOSITE.ROTATE TO 45' L14 STRM OR SSWR PIPE-PVC SDR 35 NOTE: INSTALLED 70 BOTTOM OF IV ASTM 03033 OR 03034(GASKETED) COMPACTED suBGRAOE ro TYPICAL WALL SECTION DO NOT SCALE DRAWINGS 1.SAW CUT JOINTS PER ISPWC SD-7148. JOINTS SHALL BE LAID 95%STANDARD PROCTOR PARKING LOT/srEET secnoN VEHICULAR TRAFFIC AREAS OUT APPROXIMATELY IN SQUARES AT 9'MIN.&15 MAX.SPACING. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT Asphalt Pavement Section Portland Cement Concrete Pavement Section Standard Curb&Gutter Detail Trash Enclosure Detail Clean-Out Detail THE Joe SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. ERRORS,GMISSIONS OR DIS- CREPANCES BEFORE BEGINNING OR FABRICATING ANY WORK. 3/4- s STAMP 1"R EXPANSION MATERIAL ON" - 6 PORTLAND CEMENT,MIN 4000PSI 6"THICK CONIC.SIDEWALK(4000 PSI MIN) 8 r"•�- W/"6x6 W21XW2.1 WWF ..°. W/6x6 Wz.izw2.1 WWF Q' EA4c ti 2-0' NOTE:TRANSITION LIP OF 1 MIN 3 4 MINUS GRAVEL BASE x� FINISHED SURFACE 6" 1'-6' GUTTER AT STANDARD CURB ., i^ ° =4"COMP 70 959 MAX DENSITY fir. 3^°`L i�1,R K 1"Batter TIE-INS TO ACHIEVE RELEASE STOB95%MAX DENSITY � � ,1 � 1. TH OF WATER. w "' ° - -- TOP OF DRYWELL U4 R -" o '. D L.. - SUBGRADE- COMPACTED i EL-PER PLAN '� 'CONTECH'C-45NW D. THIBAULi TO 95%MAX. DENSITY APPROVED ry �.R I 4"-J"AGGREGATE, i TOP OF ASPHALT 2"-4"WASHED \ PAVEMENT (2) 4 REBAR CONE MAX DENSITY 95% ��\ �i� BRUSH W CONCRETE AGGREGATE GEOTEXnLE OR EQUAL,ALL DESIGN D. iHIBAUL7 / SIDES.LAPPED AT 70P 12 E- L2- P&BOTTOM. �� � �- DRAWN J.SKEEN NOTE: �� r t <- DATE 9 21 2018 1.PROVIDE EXPANSION MATERIAL A7 8'O.C.MAX.AND WHEN i TRUNCATED DOMES REQ'D.AT BOTTOM OF DRYWELL / / 4 °• COMPACTED f'GRAVEL BASE ADJOINING ANY OTHER CONCRETE WORK i� ALL RAMPS.SEE SITE PLAN. AS SHOWN "•°,,� _ EL=PER PLAN 12"PERFORATED PIPE SCALE INSTALLED 7O BOTTOM OF NOTES: COMPACTED SUBGRADEJTO /°° PARKING LOi SECTION 1. PROVIDE EXPANSION MATERIAL AT 8'O.C.MAX.AND WHEN ALL CONSTRUCTION,SNAIAGE&STRIPING i0 COMPLY WITH THE AMERICAN'S WITH DING.No. C 1BO-18 SITE REVS 95%STANDARD PROCTOR ADJOINING ANY OTHER CONCRETE WORK DISABILITIES ACT ACCESSIBILITY GUIDFJJNES(ADAAG),THE FAIR HOUSING ACT,THE 2. VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT UNIFORM FEDERAL ACCESSIBILTIY STANDARDS(UFAS),AND THE 2012 IBC. SHEET Release Curb&Gutter Detail-SITE N.T.S Thickened Edge Concrete Sidewalk Detail N.T.S Concrete Sidewalk Detail N.T.S. N.T.S. NN.T.S. 1 .01Handicap Ramp Detail Dry-Well Detail C 7 II I I� I N 1/2 BLDQ&CANOPY DRY-WELL 10 i/ N I 3 ;o I 6'x 100'-2.5'DEEP I I INV.42.00 I aMo $ 70P ELEV.=42.00 I o o I BTM ELEV.=39.50 - I U W o� _ _ _ N89 54 58"E 280.05' B INV. 40.50-- �� �� INV. 40.85T 4 ROL - �.5(6 STRM) - - W 'INV.40.7 i -� ^ I I I ( l�� 1 -T) L _i �r•ters e-r, �� I sssow CO O d �Jn � O �OO,j J riI{�0��) r ��/� I �zw3 { � { - - w �D + I 1z•m 1r cu� n nLi c n. r tT r w w 1 �, ✓, z INV�� 1 q i- I 1 ';� 9 RIM 44.10 I �.50 I 2 g N INV.42.20 I a'. 24' MN'T i I .i rip E&S INV.40.50 18 • :I .. '..�'eFr �. 0 5 10 20 I o. �.: 4 i 1 s ,'i I I i t�0 I •, , .. c x ... x,k ti N r SCALE IN FEET > �a I- w q�q�Ow CRATE 43.82 6b^A o°Oo r 15 00 INV. 41.82 z ___ --_� w w •: ,• r r Wa �:..� ,•... .... ..: .},. .. ,. . .... 5 ^#. ^"e, r+:.. -. �,._,': ,. ..x. 2 INV.4?.85 x S� 1T�.,.,� - _____ - O 4 IN 42.80 T�,":. ° NV 40.95 �� - W I �, -,-n..l ,'a .• � .: .-.... ..:,. ,. .\.. ..... ... ..... .. 3'. ...' U cn - ✓ ❑ ❑ / i I I 2 I .•.i;..' 'o` ,. � .. . z. �-� s- - � r .'� ;.. SCE rya;„ ,n� A, saw SSA HI 55.77 ;INV.,42 96, i.`.., a .. :...., i .. .�m.: .. .. . .„a •, e.� ,..,'Vr :\: :�;- �) ....<.. ... . - ;:• .,, � ..,<. ,. .. ;.,� .,� INV .. ,,... _., � .; .�. ...L.' �, ,1�._. �: 4 `i.r� a;i:> ,. ,.� ,c,,. = 1 T { w a ,.. %3 ..1. 1 <. .:y. .: _..r_a, ' - 1D EAST END LOT DRY-WELL hh r= r 1kh is 1Tx41'-5.5'DEEP � BUILDING ,. ...:.,�.. TOP ELEV.=42.50 f0 1 ,.`.� .�r _�-717' -__ - ;_'�o, r .2 INV. 4400 ,.'\ 2i%�,'N; I" _ S 1/ BLVI&NW LOT DRY WELL ��� ,•;" r •a, \ ❑ r ��\ STM ELEV.=37.00 c. 10'x 100'-2.5'DEEP F� dU� `,/�,_ '� ,:\ ,;/ !,','. 6"6D 6 sq' /. F r ,� • • • TOP EV.=42.00 'J ;..:'.•;..; �A/,� r <�� _BTM LEV.=39.50 �� FF46.00 � � �� 44 Tcc V . . °i- a .� 4�6BTA 4+ ^ 1405TCC;_ i r� r PRIMARY TOWER r I 0 1 I 44aCTcc �y V GRATE 4395Q o 0 0 0 i B.. ^ o u� B CRATE .INV 40.95 INV. 41.00 3 7 a4.c+w e1'�� FF46.00 FF45.65 � � � I h� by r THE DUTCH TOUCH CAR WASH I s 5,197 Sq.Ft. a ��� ARCH EL 100'-0" 1 „�� 4, ' �.•° CIVIL EL.3646.00 r i��0 *1` FF 6.00 FF45.63 )£ a ` c UI r \ INV 4110 2 WASH BAY DRYING ROOM1. � 6 p r'INV. o a I ] F. - G � r �t r _ A 44�i1 z, --FF46.17 ❑ FF46.17 +" ° INV _[ ( 1. , . ., SECONDARY TOWER /=o RIM 44.20 .I ,;<:.. .•' A: I° ., - rn '.�:. ':z INV 41.97.< x � I N INV. 0.50 i ;:.. ♦`� ,,..:.. ..` ..,., ',; �,�� �' � '_ .:F; �..�,,..,.. <., �.:� , T,J ,s � / a a a i r r_ _ :, ;g a I, f « 2 INV. 4245 / o w w A .. 2 .y G.. : 6p �y O 8. O.._ 5"50: _6"SD �� ,.. "> I INV. 41.20 INV. 4205- ,F ,•^ N. 42.55 • - s' s. ( 4a.nuc / o-C :,' ': • INV. 41.90 2 / _E ,,.._ , Y \ \V I 43 TA .42.5OEG -- „`. ._ � _• „" 'I.N. 'j -��/• `« // \�� r I I 1 tPz I 41 4 e : Ia .,.. �....c:, m._r �.,:. ,,.4..,,, ; '�- " �tx�: :, .,...: a ,' � a �'3.. o NV 07❑ _ / 4436LC'> V r E � �.. .,'t. '...'a 2`"vS :. .f .�:,, M,s. „'�.,' • ..:. '�C : . `is"gyp 1 ck-' '� I �: :MV. ,:, - Et-:=. u - ,,.: ,.,.:;,_:. ,h s's^:. 1 � *^1+�..,, ., w< �y� ;.; -_.: A,- IM 10 11, IF ;� N .^ ` ; ` ~ z " STANDING SIGN ' 2%SLOPE MAX ; T aEVISIays LOT DRY-WELL ��G c; . .,;tr .. ,dot .-2:f:' s 10/26�2018 d 40'x 50'-2.5'DEEP T ,< Ups. ,:`§ -,:M _:r ^F "{.. -`.' IqC`".`.#`;1 I PLANNING&ZONING COMMENTS TOP ELEV =41.50 I m BTU ELEV = 39.00 +:f .;; »,.`' _ : ; _..... =;y:4 -';t Tx... w_L ^r3 ,�.. CI n/13/zme y f 3 aTY ENGINEERING COMMENTS �' • "\U4 -i i� i _ v ,..v,u� i, «..:;- ,,., z{ ",.- ;. . .:,�. _ :.;_ ..,;- e Y fin€^ 10 24 2019 k a ,,,..,, .,su .. � - .. s tv , .; x : ��, � ,. ,- „w GRATE 4�4.35 B �"N I, , x ,� . Der n>u REasloNs v;.' IN V 41.85 �..-�-. I, ,.i, :, ..a, -• a h m+ `� `.:< 5 ,,.'.: M • T-�.(44.2 ®12/11/2019 SEWER REVISIONS �. UTIZ.I7YI�YNOTES: H. I (,�. •" I° a/, �y�'a4y=. � � � �?4^y�-.s"� � 7❑e EXISTING FIRE HYDRANT.RETAIN Ae PROJECT i 2❑e EXISTING Y WATER METER I n 1.4; '�, ;•/ �'� �\ -"• _ / f =���\.• C 3e EXIS wU PRESSURE IRRIGATION SERVICE : I 9 RIM 44.00 k 1 `, �\ '•-s ;,a':. \� �\`, % L. cc An.e01c ❑ a N INY 41.40 B GRATE 42 78 :.\ .,n rI L, N', ;f, - 7'�' � REMOVE EXISTING 6°SEWER SERVICE E INV. 39,90 =�V 'N INV 3990 � '' �qf' •r ':s�` � �--ps / SE INV. 340 = W MV 4040 - T.CLOI t.� .J,.. _i O INSTALL 2'WATER SERVICE G SD 1z A g� / 2 INSTALL CLEAN-OUT PER DE I '�, ❑ � DO NOT SCALE DRAWINGS %'_/ < / 3❑INSTALL 6"SEWER LINE I CONTRACTOR SHALL VERIFY ALL INSTALL 4°STORM DRAW LINE I .c CONDITIONS AND DIMENSIONS AT I I. MISTPll 6'STORM DRAIN LINE I THE JOB SITE AND NOTIFY THE / ❑ I u ENGINEER OF ANY DIMENSIONAL INSTALL 12'STORM DRAW NE ERRORS OMISSIONS,OR DIS- 2R }:.�. 's� // ❑7 INSTALL 12'STORM DRAIN PERT PIPE I 24' MN'T CREPANCIES BEFORE BEGINNING .., CONSTRUCT INLET CATCH BASIN TYPE I,PER ISPW'C SD-601 OR FABRICATING ANY WORK. 15'-1 1 4" . ' I I ❑9 CONSTRUCT STANDARD CONCRETE CATCH MANHIXE PER 19'KC 811 AMP 10 CONSTRUCT ORY-Wt1L PER DIET SHi.C1.01 I 3 NAL �2♦ - - - - - - - - - - n CORE DOSTWO STRM MANHOLE FOR NEW 12'STORM DRAIN 0 OW PIPE 5\0 I ♦ EXISTI*DRY-WELL I P�MWDE STOR 91 M WATERAATiEER OVEERFLOW RISEN TAT ELEINV. I cur RISER m # - INV.39.00 it I I I n 12 INSTALL STANDARD MANHOLE PER -501,FOR TY FLOW 14924 j YERIFTCA710TJ AND MOW711RIN 1 I 44.32TC 41- 1� Z i7 i Z N -o 13 INSTALL STANDARD MANHOLE TYPE A PER COTF SHEET C2.01 INSTALL 8'C900 SEWER PIPE.SEE PROFILE SHEET C2.01 i_ i 15 SAWCVT&PATCH BACK EXSRNG ASPHALT PAVEMENT D. THIBAULT - I 3 APPROVED DESIGN D. THIBAUL7 1 DRAWN J.SKEEN I I I DATE. 12/11/2019 I SCALE AS SHOWN r ' DWG.NO. C 180-18 SITE REVS 12"W I 12' ��12"W 12"W 12"W i 12"W 12"W 12"W 112"W 12"W 12"W 12"W s 12"w SHEET CITY OF TWIN FALLS Trees Required:Washington 8; Cheney 8; E Road 2 12014-012637 1 o CI.02 Shrubs Required:Washington 40; Cheney 36; E Road 11 o i i o � 3645 3645 °^ •U � U U= c� FINISHED GRADE ~ � m = ou B N 5 Q o4 EXISTING GROUND W�22 ti.N ----- LL \^c -------------- — w o - - w m W U zo CONST 56 LF-8"PVC SSWR N a m CONST. 6!:� CONST.4 LF S=0.40 8"PVC SSWR 8"PVC SSWR 3640 S=0.40% S=0.40% 3640 d d N n N N+ M y+�nn N+aMn xl000 U to tY2 UNKtA2 UNKfA 3W N » �2Z U N K 3 N j II 2,O) SCALE IN FEET HORZ 0 5 10 20 y1 V 3635 VERT 0 1 2 3635 0+00 +50 1+00 i I j REWSIDNS &12AII2019 SEWER REVISIONS E E i i i DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS.OR OIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. STAMP 1 4\0NAL FH j a 14924 p I O rlZ�la�z.i90 A, 1 9h'T OF`Op�PJv APPROVED D. THIBAULT DESIGN D. THIBAULT J DRANK J.SKEEN DATE 12/11/2019 j SCALE AS SHOWN DNG.Na C 180-18 SITE REVS SHEET C2.Ol I I