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HomeMy WebLinkAbout18-3101 135 Cheney Dr CO #1 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 c. 2. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN CIVIL NOTES C0.01 FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. THE D UT CH TOUCH GRADING, DRAINAGE & UTILITY PLAN C1.02SITE PLAN C1.01 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAi MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND 441 ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE R' 3 RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY F a THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED Twin Falls Idaho 1 s7� BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE. PROJECT BENCHMARK: S 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.IT IS THE CONTRACTOR'S a r 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 TR AND EGRESS BETWEEN NEW NSTR CTION. O� Q CITY OF TWIN FALLS BENCHMARK, �'N AND EXISTING SURFACES i0 PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. C, 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. w WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED AND 1988 NAVD DATUM ELEV. = 3653.24 (SITE DATUM) 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 OR STR�SCARDED OFF INGS NOT -SITE AiBLE R FILL MATERIAL ON LOTS OR THE CONTRACTOR'S EXPENSE.ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER POTABLE,NON-POTABLE,AND RAW WATER PIPELINES VICINITY SKETCH: is ' 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR n.t.s. DRAINAGE CALCULATIONS: W m 8 SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPTH ONSIBILITY FOR hIE PROEEC SEPARA67ABFLE MAIILF M0 I ND RAW WAP RABLEELPINpS.NESE ARE DIREMENTS ESCRIBED FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL IN SUBSECTIONS 542.07.a. THROUGH 542.07.c.FOR THE PURPOSES OF SUBSECTION 542.07, THE TERM N.HALF BUILDING&CANOPY SERVICE LATERALS OF ANY KIND. "PIPELINE' APPLIES 7O BOTH MAINS AND SERVICES. THE DEPARTMENT WILL USE THE MEMORANDUM OF IMPERVIOUS 3,552*1.6/12*0.95= 450 cf z S. POWER/LIGHT POLES AND/OR OTHER EXISTING FAOU71ES 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 IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. FOR REVIEWING SERVICE LINES. THE CONDITIONS OF SUBSECTIONS 542.07.o. AND 542.07.b. SHALL APPLY TO RETENTION REQUIRED = 534 cf 'o 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 R; RETENTION PROVIDED(700'x 6'x 2.5'DEEP x 0.40) = 600 cf CONSTRUCTION.CALL'DIGUNE'48 HOURS PRIOR 70 COMMENCING WORK. DEPARTMENT OR THE QLPE IS THE REVIEWING AUTHORITY.RAW WATER PIPELINES MUST BE PROTECTED FROM Soak" 10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. CONTAMINATION FROM NON-POTABLE PIPELINES AND MUST NOT CONTAMINATE POTABLE PIPELINES. THEY S.HALF BUILDING&NW LOT SHALL THEREFORE MEET EQUIVALENT SEPARATION DISTANCES SHOWN BELOW FROM EITHER POTABLE OR 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 CHANGES AT THE EXPENSE OF THE CONTRACTOR. a. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) POLE LINE ROAD RETENTION REQUIRED = 836 of 12.ALL CHANGES REQUIRE APPROVAL S 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 of RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. I. POTABLE MAINS IN RELATION 70 NON-POTABLE MAINS. (5-8-09) CHENEY DR W CHENEY 13.IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEQ)APPROVAL PRIOR TO CONSTRUCTION. pp EAST END L07 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 cf 14.ALL APPROACH RADII ARE TO BE 25'TO FACE OF CURB UNLESS OTHERWISE NOTED.ALL VALLEY GUTTERS ARE TO BE z NORTH COLL ROAD / 6'WIDE UNLESS OTHERWISE NOTED. (2) TEN((10 FEET 7O SIX 6 FEET SEPARATION: SEPARATE TRENCHES WITH THE BOTTOM OF LANDSCAPING 4,655*1.6/12•0.25= 155 cf 15.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL FEET THE WITH POTABLE WATER CLASS PIPE POTABLE MAIN ASM THE TOP OF NON-POTABLE MAIN,AND NON-POTABLE MAIN CONST. (RUCTED Z RETENTION REQUIRED = 1448 cf 0 OF CLEARANCE FROM FINISHED LIP OF GUTTER. 4-4-13) z ® ETENIION PROVIDED 41 x 7 x 5 E x 0.40 = 1533 of 16.PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMENTIONED FALLS AVENUE STANDARDS. (3)) LESS THAN SIX(6)FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA TO THE S w SOUTH WEST LOi � DEPARTMENT FOR REVIEW AND APPROVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH o o IMPERVIOUS 13,968•1.6 17.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NO)TO EPA AND HAVE A AND THE ENVIRONMENT,NON-POTABLE MAIN TO BE CONSTRUCTED OF POTABLE WATER CLASS PIPE,AND m /12 0.95= 1,769 of COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSITE µrya{ THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAIN. (4-4-13) z LANDSCAPING 3,023*1.6/12•0.25= 101 cf http://cfpub.epa.gov/npdes/stormwater/cgp.cim.QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED i0 0 RETENTION REQUIRED = 1,870 cf MISHA VAKOC OF EPA AT. (206)553-6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN (TH NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS Z IrRELIE RETENTION PROVIDED(40'x 50'x 2.5'DEEP x 0.40) = 2,000 cf FALLS. TABLE MAINS. (3-30-07) = w 18.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURREDWILL BE THE R. 55) '� o 19.TRAFFIC CONTROLP&SIGNAGEONSIBILITY FOR OR SUCH THE HSHALL O E INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF THE NON 0TABLE FLUIDS PRESSURE WASTEWATER NOACLLOSER(HORIZON ALLY THAN TENE�IOI FEET FROMEPOTABLEAIMIAANS 3 m U CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO (4-7-11) ADDISON AVENUE W COMMENCING WORK. r \ ii. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE SERVICES IN RELATION TO NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION T 0 POTABLE MAINS. 5-8-09) UTILITY SERVICE NOTES: (1) GREATER THAN SIX(6)FEET SEPARA71ON: NO ADDITIONAL REQUIREMENTS BASED ON 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) ['y TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN. WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL r2F 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. INSTAL ATION WILL THAN PURL C HEALTH AND THE ENVRONMENT AND NON-POTABLE SERVICE r \ 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 SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. (3 NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS NON- OTABLE MAINS OR NON-POTABLE SERVICES. (5-8-09) PROPERTY BOUNDARY b. REQUIREMENTS FOR POTABLE WATER MAINS.OR SERVICES CROSSING NON-POTABLE WATER ROADWAY CENTERLINE MAINS OR SERVICES. (4-4-13) SETBACK -------------- rT, LANDSCAPE NOTES: EASEMENT --------------- 1. PER CITY CODE AND THE SUN WEST PUD(/259)A 35'WIDE LANDSCAPE BUFFER INCLUDING SIDEWALK, i. IF THERE IS EIGHTEEN(18 INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WATER LINE 8"W WATER PIPELINE ABOVE THE NON-POTABLE PIPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAft SANITARY SEWER LINE 8"ss PATHWAY OR OTHER HARD-SURFACED LANDSCAPED IMPROVEMENTS,MEASURED FROM THE BACK OF CURB, WILL AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE. (4-7-11J BE CONSTRUCTED ALONG WASHINGTON STREET NORTH. STORM DRAIN LINE -6-SD ' a. 50%OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVAIOON OF it. IF THERE IS EIGHTEEN(18 INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE PRESSURE IRRIGATION LINE 4"PI A7 LEAST 18"IN HEIGHT WITH AT LEAST 50%OF THE BERMING HAVING A MINIMUM ELEVATION OF 30" WATER PIPELINE BELOW THE NON-POTABLE�IPELINE, 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). . LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: (5-8-09) GAS LINE G I. A7 LEAST 50%OF THE TREES SHALL BE EVERGREEN STANDARD CURB&GUTTER P. AT LEAST 50% 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 7O BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE; STANDUP CURB lii.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 __---- �10/28/2 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 3}- PUNNING 6 ZOONINI NG COMMENTS OTHER HARD-SURFACED LANDSCAPED IMPROVEMENTS MEASURED FROM THE BACK OF CURB, WILL BE WATER SERVICE ® zi�11/13/zam 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 CITY ENGINEEwrvG COMMENTS L 110)FEET EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMENTITIOUS MATERIALS SUCH AS CONCRETE, IRRIGATION SERVICE REQUIREMENTS REGARDING PLANT VARIETIES AND PLANNING PARAMETERS. C N CLEAN-OUT coo ®10/24/2019 a. 50%OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVATION OF TROLLED DENSITY FILL,AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTINTE FOR DRY wELL REVISIONS AT LEAST 18"IN HEIGHT WITH AT LEAST 50%OF THE BERMING HAVING A MINIMUM ELEVAIOON OF 30" SEEVING. (5-8-09) BLOW-OFF ASSEMBLY BOO IN HEIGHT. AIR-INJECTION ASSEMBLY Al O 2 IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE THE NON-POTABLE PIPELINE FIRE HYDRANT b.THE LANDSCAPE BUFFER SHALL BE PLANTED WITH MINIMUM OF ONE TREE PER 500 SF OF LANDSCAPED MUS LSO BE SUPPORTED THROUGH THE CROSSING TO PREVENT SETTLING. (5-8-09) SEWER MANHOLE QS AREA AND A MINIMUM OF ONE SHRUB PER 100 SF OF LANDSCAPED AREA(8 TREES; 36 BUSHES). STORM DRAIN MANHOLE o 1. A7 LEAST 50%OF THE TREES SHALL BE EVERGREEN IV. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED ANS OR LINES CONTAINING ii. TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN NON-POTABLE FLUIDS SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN I INCHES FROM POTABLE�7-11) IRRIGATION BOX CATCH BASIN TREE AND SHRUB GROUPINGS. MAINS. (( Ili.ALL TREES SHALL HAVE A HEIGHT OF AT LEAST 4'WHEN PLANTED. C. EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS EXISTING CURB INLET 1 3.PER THE SUN WEST PUD(#259)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 ithVICES IN VALVE D4 CONSTRUCTED AT ALL OTHER PUBLIC RIGHT OF WAYS AND PRIVATE ROADWAYS. WIDTH OF THE LANDSCAPING RELATION 70 NEW NON-POTABLE SERVICES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., GAS METER O'r MAY VARY 70 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 o ACTUAL LANDSCAPING WITH BE LESS THAN 5'. THE DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH CONCERNS NTH THESE SERVICES, WELL ® DO NOT SCALE DRAWINGS SUCH AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, POWER POLE �- coNTRacroR SHALL VERIFY ALL a. 50%OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVATION OF THEN THE DESIGN SHALL CONFORM WITH SUBSEC77ON 542.07.b. (5-8-09) CONDITIONS AND DIMENSIONS AT AT LEAST 18"IN HEIGHT WITH AT LEAST 50%OF THE BERMING HAVING A MINIMUM ELEVATION OF 30" GUY ANCHOR � THE JOB SITE AND NOTIFY THE IN HEIGHT. SIGN __c7_ ENGINEER OF ANY DIMENSIONAL DIS- b AREAND ATHE A MINIMUMEOFSONEL BE SHRUB PLANTED ER 1 01TH SFMOFILANDSC LANDSCAPED AREA(2 TREES;UM OF ONE TREE PER 500 F OF 111 BUSHES).APED WATER MAIN DISINFECTION NOTES: SITE LIGHTING -� ERRORS,OMISSIONS,AN OR WORK. MAILBOX Q° CREPANCIES ANY WORK.INC 1. AT LEAST 50%OF THE TREES SHALL BE EVERGREEN If. AT LEAST 50%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: SIONa� Ill.TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN ALTERED,EXTENDED OR REPAIRED BEFORE USE. �5 TREE AND SHRUB GROUPINGS. 2. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF AB AS-BUILT O� IV.ALL TREES SHALL HAVE A HEIGHT OF A7 LEAST 4; WHEN PLANTED. METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION, USE PROCEDURE PRESCRIBED IN ADD'L ADD17IO4AL LF LINEAR FOOT i 4.APART FROM THE REQUIRED LANDSCAPED BUFFERS AND ADDITIONAL 1,608 SF OF LANDSCAPING WILL BE NFPA 24 FOR FLUSHING OF PIPING.FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY BM BENCH MARK LG UP OF GUTTER 14924 WATER DOES NOT APPEAR AT POINTS OF OUTLET. CB CATCH BASIN MH MANHOLE �' c� REQUIRED WHICH SHALL INCLUDE: 3. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTON OR,IF CBU CLUSTER BOX UNIT N//A NOT APPLICABLE O �-`�zpIY�" 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 E CENTER LINE NTS NOT TO SCALE 9 q1p Op' p¢" WHEN PLANTED) AWWA C651 OR DO AS FOLLOWS: COTF CITY OF TWIN FALLS PIRR or PI PRESSURE IRRIGATION h0 IL b. 17 BUSHES(50%OF THE BUSHES SHALL BE EVERGREENS) o. FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE SOLU71ON CONTAINING A7 LEAST 50 CONTT CONSTRUCT REQ'D REQUIRED PPM OF CHLORINE; ISOLATE AND ALLOW i0 STAND FOR 24 HOURS. CF CUBIC FEET RW RESILIENT WEDGE b. AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL NO CHORINE REMAINS CY CUBIC YARD ROW or R RIGHT OF WAY APPROVED D. THIBAULT IN WATER COMING FROM SYSTEM. DW or D/W DRIVEWAY S SF F SQUARE FOOT WG DRAWING S SLOPE DESIGN D. THIBAUL7 EDGEO 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 TA TOP OF ASPHALT DATE 9/21/2018 B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. FG FINISHED GRADE TCC TOP OF CONCRETE FL FLOW UNE TRC TOP OF RELEASE CURB scA E AS SHOWN GB GRADE BREAK TBC, TOC, TC TOP OF CURB FLUSHING NOTE: FLUSHING SHALL OCCUR FROM THE NEAREST FIRE HYDRANT AND BE CARRIED IN A FIRE GI or GIRR GRAVITY IRRIGATION (VERi,HIGHBACK) HOSE INTO A NEW RETENTION BASIN OR DRAINAGE SWALES OR DISPOSED OF IN A WATER TRUCK TRANSPORTED INV INVERT TRANS TRANSITION Dwc.No. c 180-18 SITE OFFSITE TO AN APPROVED LOCATION. UNDER NO CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED TO IRR IRRIGA710N/IRRIGA71ON SERVICE �TYP TTYYPICALLLS CANAL COMPANY SHEET ENTER WATERS OF THE US. ISPWC IDAHO STANDARDS FOR PUBLIC VG VALLEY GUTTER C�"�l WORKS CONSTRUCTION 0 WATER METER I N 1/2 BLDG.&CANOPY DRY-WELL 10 INV.42.00 6'x 100'-2.5'DEEP ill u II TOP ELEV.=42.DO U o BTM ELEV.=39.50 iw _ _ _ _ N89*54'58"E 280.05' �T? INV.40.50 - 40.85(4"RDL) - INV.40.75(8"STRM) 0 7 077 O O O O o0 cOooC�c..00VC O a a O 00- 00- 00 00 00 00 g ©© C�Q{�©�G ..� 00© °�..) 1 w w - -w wl Sao III w �SDO rfi• 1 I © F� ) �?( ° °� o 2e a RIM V.42 I S •� 00 L O N INV.42.20 I � ••• 5�• E&S INV.40.50 V r ';. / ./" I 24' MNT 2 INV. 40.50 ppCC�� I A'Ps 0 5 10 20 SCALE IN FEET W II 0 1 O 0 II .�i [.� •:.� /,, ; o ��/ 8 GRATE 43.82 i 16L m� IN.41.82 /' 2 INV.42.80 -❑. -{]2 1NV. 41.85 INV. 41.45_. No. - 4aexc� 41.35 W m V 111 I -�'', ///.j•• �1 6"SS 6"SS 6"SS 6"SS / 6"S 1 6•SS INV 6S5 ° O $ ' °❑"INV. 41.is "" � L pp;Jr� Q RIM 44.650- INV.40.85 INV. 41.55 �,.-."ti-� 55.77 INV, 41.650 INV. 41.10121 " INV .96 2 .', I ... ..... . .©I � I ��� .... , Easi END OT DRY-IM1ELL w+ '!... p. /" 17'x 41'-5.5'DEEP S i BLDG.&NW L07 DRY- ELL �- �� 2 IN TOP ELEV.=42.50 / 1O O / R �_ ,� v. a4.00 I BTM ELEV.=37.00 10'x 100'-2.5'DEEP O / / P; �y 6•SD 6'SD ❑ TOP LEY.=42.00 OiO ) l �.... ` \/ // .00 a° "IJ / °..i eG�I. n t FF4 % 21NV. 41. 0 'j, / 4aena BTM LEV 39.50 ,4430TCc \ \ ` ._... ......... _.......... pe: "� I ,.' ° ...�° ° � a � � I / PRIMARY TOWER #JEOTA if 144057OC: I o I .J��[� 1. 44.301'CO �� INV.T40 9595❑ B GRATEoy i INV.41.00 ✓ �� s ❑° 0 17 O sa ""� lJ�L}i� .) 44,20•TCO, �� A � /,A FF46.00 FF45.65 6 ^`• �'�- O�.J� fa �`..' [ VJcc�� 4P THE DUTCH TOUCH CAR WASH :Q� n� � 5,197 Sq.Ft. ARCH. EL 100'-0" CIVIL EL 3646.00 F a oo ° *f'• FF 6.DO FF45.63 n�° U INV. �OI 7 T #• .. WASH BAY DRYING ROOM .• / �p I� o [o N 3. + 69 4 4 V O O ° INV. 2 0 INV. 2 FF4617 FF4617 K. o a o f A Y T 0 a k SECOND R OWER I rn I RIM 44.20 i P 1 ',(• �, '•1 ;1^ 2 d I 41.7• / V 1 •9 , O E&S INV. 40.80 fir. .:'::. }�.,,,,. !Y',:,;., ,I ... , L, ..-: ,1�'� ✓c / INV?42.95 / s SD 8" 6"SO 6"SD o . , 6"SD r fi IS 6"50 � I' ., •...,,' � / O -- v . A a�" ':. ' „ .i.6 ..I�INV 42.55 '. ..... .. s to w ♦J 0 _ wv 4120: ❑5 wv ay.QIr /f w / �N.Q 0 .=. .INV. 4L90[]... \� r 43 4A •42.SOEC , .� �� �� H.,, I T•r / GRATE 44.400 {* I 5 u - I :I, ' ,e '$� ,/ / INV_41.40 ro aha h hfi� _ L I V 4452TA D ro INV 39,90111- ss I 1 � v I - I .. .10 SOUTH WES. LOT DRY-WELL REVISIO10/26/2018 ' 40'x 50 2 5'DEEP TOP ELEV. - 41 50 PLANNING @ZONING COMMENTS BTU ELEV. = 39 00 r^ ©1111312018 COMMENTS I102019 GRATE 44. 0® 6 WELL 4RE 3VISIONS INV 41.85 + / 7 UTILITY KE3YNOTES: � c�� P jc (� EXISiWC FlRE HYDRANT.RETAIN 8 PROTECT A I ry 1/../ EXISTING 2'WATER METER ' 9 RIM 44.00 ` I ./- i, I 8 EXISTING PR N INV. 41.40 r B GRATE 42.78 \ /� / \ / 4aaLTcc 44.BOTCC PRESSURE IRPoCARQV SERVICE J ,.-^ I .. ,• /2 EXISTING 6'SEWER SERVICE � E INV.39.90 �.,"N Z. 39 90. /•� i„ (I , f II� ( '� SE INV ,13,.40� ,, ' (W INv 40 40'` ' WsruL 2'WATER sERwcE G SD 12 r // ❑2 INSTALL CLEAN-OUT PER DEL C1.01 I DO NOT SCALE DRAWINGS TAU'6'SEWER UNE - I CONTRACTOR SHALL VERIFY ALL I I�� , . I 44.OSLC . ,r?'.:: ... 'f't� Y;.(,. • <.:,, 'u� L R R '.�:�I UgX I] 4❑INSTALL 4'STORM DRAW UNE CONDITIONS AND DIMENSIONS AT JZ GC.1 l yyl A"'^t., �',�L„`l; ),�„' ,I I C \ I. 'yf..;, j} �' I ` ,� (.,t.. 7 Y I I / O INSTALL 8'STORM DRAW UNE I THE JOB SITE AND NOTIFY THE o I ♦ I, ENGINEER OF ANY DIMENSIONAL WSTALL 12 STORM GRAIN UNE I ERRORS,OMISSIONS,OR DIS- y7 ♦ �y ~. . ',. ,' T1,"b / 7 INSTALL 12'STORM DRAIN PERE PIPE 24'E3MN7 CREPANCIES BEFORE BEGINNING I CONSTRUCT INLET CATCH BASIN rYPE 1,PER ISPWC SD-601 OR FABRICATING ANY WORK. 2 \ - - - - - f0 CONSTRUCT STANDARD CONCRETE CATCH MANHOLE,PER ISPN'C -811 AMP - - - - - - - - - - - - -. _._ __ - CONSTRUCT DRr-wfu PER OEr.sHr.c1.01 OVAL p� ♦ r L._ I EXISTING DRY-WELL I ft CORE EVSTINC STRM MANHOLE FOR NEW 12'STORM DRAW 0 OW PIPE S N INSTALL90'UPSWEPT ELBOW AND RISER IN MANHOLE cur jPROMDE TO STORM WATER OVERFLOW AT ELEV.3642.20 a 14924 INV.39.00 It 2 WSTALL STANDARD MANHOLE TYPE A,PER C07F TM-5W,FOR Flow �w a VBtIFICARON AND MONITORING. 44.32TC 43.6&c l 1L' I - - - - - o'n{�'°I w M - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - go,�a�'.S' - - - - - - ----�- - - - - - - - - -1 - 7 - - - - - - - - L NqC APPROVED D. THIBAULT 3 DESIGN D. THIBAULT DRAWN J.SKEEN DATE 8/10/2018 I ..._._ SCALE AS SHOWN z'w REQUIRED DWG.NQ C 180-78 SITE z' CCC� L'o �r� iz'w z'w- z"w I z"w I z"w -iz'w z"w I 2"w Yw z"w iz^W SHEET CITY OF FALLS Trees Required:Washington 8; Cheney 8; E Road 2 ��•O� pzola-o1261zs37 o I Shrubs Required:Washington 40; Cheney 36; E Road 11 I o