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HomeMy WebLinkAboutVista Rim Townhomes, a ZDA- Approved Construction plans 07-01-2021 IDAPA 5&OL08542A7 Separation of Potable, Non-Potabl, and Raw Water Pipelines Water Not= oeneral Notes 07. Separation of Potable,Non-Potable,and Raw Water Pipelines. The requirements for the 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2017 1. THE CONTRACTOR SHALT.HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER � E protection of potable mains from contamination by non-potable pipelines are described in Subsections 542.07.o. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE 2077 CITY OF TWIN FALLS REMSWNS TO THE WITH AN APPROVAL STAMP BY THE CITY AND DEQ AT THE WORKSflE Civil it Construction Plans For through 542.07.c.For the purposes of Subsection 542.07,the term'pipeline•applies to both mains and services.The ISPWC,THE UNIFORM PLUMBING CODE,AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN. U o " Department will use the Memorandum of Understanding With the Plumbing Bureau as guidance in determining the 2. ALL CONSTRUC17ON SHALL CONFORM TO THE 2017 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, w IT SNWl BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STDS. relatHe responsibilWes for reviewing service lines.lire conddiore of Subsections 542.07.a.and 542:07A.shall apply THE 2017 CITY OF TWIN FAILS REVISIONS TO THE ISPWC,AND ALL OTHER LOCH,STAY AND FEDERAL }.� `_� to all potable sevices constructed or reconstructed after April 15,2007 and where the Department or the QLPE is the 2. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. Vista Rim To W nhom� A ZDA ' reviewing authority.Raw water pipelines must be protected from contamination from non-potable pipelines,and - i must not contaminate potable pipelines.They shall therefore meet equivalent separation distances shown below 3. COMPONENTS,MATERIALS AND DISINFECTION CHEMKALS INCORPORATED INTO POTABLE WATER SYSTEM 3. THE CONTRACTOR SEAL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PRO- o 3 from either potable or non-potable pipelines. (4-4-13) INSTALLATIONS,INCLUDING SERVCE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61. PERRES FROM ANY AND ALL DAMAGE THAT MAY OCCUR.FROM RUNOFF AND OR DEPOSITION OF DEBRIS l�F RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND N a. Parallel installation requirements. (5-8-09) 4. ALL FITTINGS,SERVICE LINES VALVE BOXES AND LID$SWILL BE OFMATERIALS AND CONSTRUCTION EACH SUBCONTRACTOR,SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE APPROVED BY THE CRY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL Site.Data LL o ANY TRASH OR EXCESS MATERIAL CREATED B7'THE PERFORMANCE OF THEIR WORK:SUCH MATERIAL SHALL •� �,g i. Potable mains in relation to non-potable mains. (5-8-09) BE NSF CERTIFIED PRIOR TO INSTALLATION.. - BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED FROM 5. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS THE JOB-SITE. OWNER 1001 PARTNERS,LLC SETBACKS: ALL BUILDING AND YARD SETBACKS WILL BE IN �"y w -� (1) Greater than ten(10)feet separation:no additional requirements. (4-4-13) 3373 WILLOW WAY ACCORDANCE WITH THE VISTA RIM iOWNFIOMES rn o REQUIRED BY STANDARDS 4. RECORDED AND OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF DNS PROJECT.R IS THE W 5 r" / TWIN FALLS ID 83301 ZONING DEVIlOPMENTAGREEMENT. (2) To(10)feet to six(6)feat separation:separate trenches,with the bottom of the potable main above 6. CONSTRICTION SHALL NOT INTERRUPT SERVICE WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFlCA710N. CONTRACTOR'S RESPONSIBILITY i0 PROTECT OR HAVE REPLACED ANY DISTURBED/DESTROYIU MONUMENTS. (208)890-9918 the top of the ran-potable main,and non-potable main constructed with potable water class pipe. (4-4-13) TEMPORARY SERVICE FEEDS MAY BE REQUIRED AND MUST HAVE PRIOR AGENCY APPROVAL.ANY SHUT-OFF CONTACT:JJ McBRIDE EASEMENTS. AS DEPICTED ON FINAL PUT OR RECORDED BY OF WATER SERVICE DURING INSTALLATION OF NEW SERVICE AS WELL AS ACCESS AND OTHER UTILITY FEEDS 5, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND WRTKAL IRANSIDON BETWEEN NEW E SEPARATE DOCUMENT FOR UTILITIES AND ACCESS CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE,INGRESS AND EGRESS. ENGINEER: EHM ENGINEERS;INC. (3) Leas than six sta feet swill protect design engineer a the data to the Department for review and TO EXISTING LEAS POSSIIBLE I SHALL BE COORDINATEDCENT F AFFECTED DER3 BY THE CONTRACTOR - 621 N.COLLEGE RD.,SUITE iW UTILITIES: CITY SEWER,WATER.AND PRESSURE IRRIGATION. � approval showing that this installation Will protect public health and the environment,non-potable main of be TO AVOID THE LEAST POSSIBLE INCONVENIENCE 70 ADJACENT FACILITIES.UNDER NO CIRCUMSTANCE 6. . THE CONTRACTOR SHALL REMOVE.AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE TWIN FALLS,ID IT l UMIES:IDAHO POWER,CENTURY LINK,INTER- W 5 O constructed d potable water class pipe,and with the bottom of the potable main above the tap of the non-potable SHALL EMERGENCY VEHICLE ACCESS BE INTERRUPTED 70 ANY ADJACENT PARCEL C)cn main. (4-4-13) MATERIAL AS NEEDED WHERE FILL IS REQUIRED.FILL SKILL BE PLACED AND COMPACTED BY METHODS (208)734-4888 MOUNTAIN GAS CABLE N,AND PAT. � 7. ALL UTILITY SERWCE FEEDS SHALL BE VERIFIED FOR CONFORMANCE WITH THE ARCHITECT'S PLANS.THE APPROVED BY THE CITY OF TWIN FALLS AND THE DESCH ENGINEER.ALL STRIPPINGS NOT SUITABLE FOR CONTACT:TIM VAWSER 't^ PARKING: 2 PER LIVING UNIT WITH 7 OVERFLOW GUEST o (4) Non-potable mains are prohibited from being located in the same trench as potable mains. CONTRACTOR SHALL EX(LND ALL IfRLRY FEEDS 70 WITHIN 5'OF THE BUILDING AT THE ARCHITECT'S FILL SHALL BE USED AS DIRECTED BY THE ENGINEEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S EXISTING USE VACANT (3-30-07) TIE-IN POINTS. EXPENSE REMOVAL OF SUITABLE MATERIAL NOT NEEDED ON SITE SHALL BE COORDINATED WITH THE OWNER. PARKING AREAS ON-SRE. w PROPOSED USE SINGLE FAMILY RESIDENTIAL TOWN N (5) Pressure wastewater mains or other pressurized mains or lines containing non-potable fluids shall B. MAINTAN 36'MIN.COVER OVER ALL MAINS AND 42'MIN.COVER OVER ALL SERVICE LINES. 7. EXISDNO UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE HOMES WITH COMMON AREA SUBD.AREA 1.79 ACRES be no closer horizontally than ten(10)feet from potable mains. (4-7-11) CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER .EXISTING ZONE. ZDA C-1 CRO COMMERCIAL) 9. ALL DRYWELLS SHALL BE INSTALLED T0.MAINTAIN.A MIN.SEPARATION OF 25'FROM POTABLE MAINS ( / ) BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN PROPOSED ZONE NO CHANGE fi. New potable services in relation to non-potable services,new potable services in relation to non- 10. ALL APPLICABLE MATERIALS INCLUSIVE OF RESILIENT SEAT GALE VALVES i0 BE LOW LEAD COMPIJANT ON THE PLANS.THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. potable mains,and new non-potable services in relation to potable mains. (5-8-09) VARIANCE NONE (A MAX OF0.25X LEAD BY WEIGHT)AND MUST BE UTILIZED.WHERE APPLICABLE DURING CONSTRUCTION. B. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED A7 LEAST TWO(2)WORKING DAYS.PRIOR TO THE (1) Greater than six(6)feet separation:no additional requirements based on separation distance. 11. CONTRACTOR SHALL INSTAL HYDRANTS AND THRUST BLOCK SYSTEMS IN ACCORDANCE WITH THE COMMENCEMENT OF CONSTRUCTION CALL'DIGLINE'48 HOURS PRIOR 7O BEGINNING WORK.COORDINATE BQJLTIM4RK: TEMPORARY PROJECT BENCH MARK: 5 8 09) TIE-INS WITH APPROPRL47E UTILITY COMPANIES TOP BOCK OF NW CURB INTERSECTION (-- AFOREMENTIONED CONSTRUCTION STANDARDS CANYON CREST REST.-ELEV.=3625.45 (2). Less than six(6)feet separation:design engineer to submit data that this installation will protect 12. POTABLE&NON-POTABLE MAINUNE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS 9. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT ALL EXISTING IMPROVEMENTS FROM ' public hen and the environment and non-potable service constructed With potable water class pipe. (5-8-09) AS NOTED WITHIN THESE PUNS DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. (3 New potable services are prohibited from being located in the same trench as non-potable mains or non-potable services. (5-8-09) Water,.1!_t_ .. 10. ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER Shed Inds TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PUNS UNLESS AUTHORIZED,IN WRITING, b. Requirements for potable water mains or services crossing non-potable water mains or services. BY THE ENGINEER. (4-4-13) A Clean and disinfect water-distribution piping as follows: Cover Sbeet C - 1 K there is si htmn 18 Inches or more vertical m mtion with the table water 1. Purge new water distribution 'n systems and its of existing ems that have been alered, 11. IDAHO CODE 39-118 REWIRES IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(IDEQ)APPROVAL PRIOR '`_4Y �j�.��}� ^ 9 JIB) pa potable pipeline above the 9 piping Po beg sYst TO CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE WITH THESE PLANS Mow �+ ity Plaa C - 2 ENV! non-potable pipeline,then the potable pipeline joints moat be as far ere possible from the non-potable water pipeline. extended,or repaired before use. _1 2. Use purging and disinfecting procedure prescribed by authorities having jurisdiction or,if method is Grading and Drainag>r Plan C - 3 not prescribed b authorities having jurisdiction,use procedure described in AWWA C651 a do as. 12. IT D THE CONTRACTOR'S RESPONSIBILITY i0 FILL OUT AND SUBMIT A NOTICE OF INTENT PRIOR TO EPA 'ti__ }T�������� cd T. K there is eighteen(18)inches or more vertical separation with the potable water pipeline below the P X' 9 1 W AND HAVE A COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSRE PRIOR TO CONST. 1YIIJS:. I.vCCOd118 C - 4 an-pokMe pipeline,Nan the potabllea pipeline joints moat be as for as possible from the non-potable pipeline and the described in ISPWC or as follows: non potable pipeline must be supported through the.crossing to prevent settling. (4-7-11) a. Fill system a port of system with water/chlorine solution containing at knst 50 ppm of 13. CONTRACTOR SHALT.INSTAL PIPE BEDDING AND IRENCH SYSTEMS IN CONFORMANCE WITH THE chlorine;isolate and allow to stand for 24 hours.- AFOREMENTIONED DESIGN STANDARDS 1'ma_-'l P18I1 C - 7 C - 5 Less than eighteen(18)inches vertical separation: (5-8-09) L Plat Fix C - 6 dL IL After standing time,flush system with clean,potable water until no chlorine remains in water (1) Potable pipeline joint to be as far as possible from the non-potable pipeline;and either. (5-8-09) Coming from system. 14. CONTRACTOR SHAM COORDINATE WITH ARCHITECT'S PUNS THE NEED FOR CONDUITS FOR LANDSCAPING, a Non-,table pipeline constructed with table water class I e for a minimum of ten 10 feet c. Submit water samples in sterile bottles to authorities having jurisdiction.Repeat procedure if LIGHTING,AND ALL UTILITIES PRIOR TO SUBGR40E PREPARATION.ALL CONDUITS REQUIRED SEAL BE () p P P° ppo) P ( ) biological examination shows evidence of contamination IN CONFORMANCE WITH REQUIRED STANDARDS FROM EACH UTILITY COMPANY. O either side of potable In With a single twenty(20)foot section of po able water class pipe centered an the crossing:or (5-8-09) d. Two biological samples must be collected from each sample location twenty-four hours apart 15. TRAFFIC CONTROL TIFTI IO MAINTAINED DURING CONSTRUCTION AND ANY CLOSURE OF SERVICE EWES b Sleeve non- table a table I ne with ble water class for ten 10 feet either side of and le deemed to beer absent by a certified lob Pont to potable operation.le one m 8re EXISTING PROPOSED (� � � a�i � p� ( ) SHALL REQUIRE NORFlCARON TO THE CITY FOR APPROVAL AND ISSUANCE OF PUBLIC SERWCE h,� crossing, se of hydraulic cementitious materials such as concrete,controlled density fill,and concrete slurrryry samples is found to be bacteria positive at a location then two consecutive clean samples ANNOUNCEMENTS IF NECESSARY.UNDER NO CIRCUMSTANCE SHALL EMERGENCY VEHICLE ACCESS BE PARCEL LINE encasement is not allowed as a substitute for sleevirg. (5-8-09) Collected twenty-four hours apart must be obtained from that location before public use. INTERRUPTED TO ANY ADJACENT PARCEL STREET CENTERLINE - u+ (2) If potable pipeline is below non-potable pipeline,the non-potable pipeline must also be suppported B. Prepare reports of purging and disinfecting activlies. EASEMENT O through the crossing to prevent settling. (5-8-09) `�'tffy &`M Not= WATER MAIN W W- iv. Pressure wastewater mains or other pressurized mains or lines containing non-potable fluids shall Flushing Note:Flushing shall occur from a fire hydrant and carried in a fire hose that discharges into SEWER MAIN -SG SS- _"SS be no closer Verticaly than eighteen(18)inches from potable mains. (4-7-11) a retention basin. 1. AL CONSTRUCTION AND MATERW.S SHALL BE IN ACCORDANCE WITH TEN STATES STD'S.,THE 2017 IDAHO PRESSURE IRRIGATION -PI PI STANDARDS FOR PUBLIC WORKS CONSTRICTION,THE 2017 CITY OF TWIN FALLS REVISIONS TO THE STORM DRAIN _'SD e c. Existing potable services'n relation to new non-potable mains,ezistlng non-potable services in ISPWC,AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN R SHALL BE THE.RESPONSIBILITY PERFORATED PIPE _'PP relation to new potable moire,and existing potable services in reaton to new neon-Potable services shall meet the OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. requirements of Subaedion 542.07.b.,where proctical,based on cost,construction factors,and public health STANDARD CURB&GUTTER - significance.If the Department determines that there are significant health concerns with these services,such as 2. AL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS d where large existing service serves an apartment building or a shopping center,then the design shall conform with STAND-UP CURB - Subsection 542.07.b. (5-8-09) 3. ALL SEWER AWNS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM D 3034,SOFT 35 PVC PIPE RETAINING WALL TqS•4. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IOAFA RULES AND REGULATIONS CONTOUR LINE ----3628----AS NOTED WITHIN THESE PUNS. MANHOLE(SEWER OR ST.DRAIN) OO QQ V r Ply "T Totm FIRE HYDRANT V V DO NOT SCALE DRAWINGS Y� GATE VALVE(WATER) tier CONTRACTOR SHALL VERIFY ALL 1 1 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES SIDS.,THE 2017 IDAHO PRESSURE IRR.DEVICE O O CONDMONS AND DIMENSIONS AT I I STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE 2017 CITY OF TWIN FALLS REVISIONS TO THE PRESSURE IRR.VALVE ® ® THE JOB SITE AND NOTIFY THE I I ENGINEER OF ANY DIMENSIONAL ISPWC,AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.R SHALL BE THE RESPONSIBILITY T'PRESSURE IRR.RISER -m -e ERRORS,OMISSIONS,OR DIS- CREPANCIES BEFORE�EGINNING I OF THE CONTRACTOR 70 BE AWARE OF THE CONTENTS OF THESE STANDARDS. LIGHT POLE ;i; WATER LIE OR FABRICATING ANY WORK. 6 O.O., I 2. AL PRESSURE IRRIGATION MAINS SHALL BE PVC ASIM D.2241(SDR-PR)CLASS 2W,SDR31.5 OR BETTER.. TELEPHONE RISER o 3. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND.REGULATIONS i'WATER SERVICE -� rxv- WATER POTABLE 3 I AS NOTED WITHIN THESE PLANS. NPWL tU Fr., I - 4"SEWER SERVICE -e - I- Skoirm DWn Notim CATCH BASIN ® Iu ' I21 DRAINAGE ARROW 4- 4- 1. ALL CONSTRUCTION AND MATERIALS SWILL.BE IN ACCORDANCE WITH THE 2017 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE 2017 CITY OF TWIN FALLS REVISIONS TO THE ISPWC,AND AL OTHER WATER LINE - APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ZONE 1 I.2 2ONE 3 TO BE AWARE DF THE CONTENTS OF THESE STANDARDS. V� Aet& •DISTANCES ARE HORIZONTAL 2. ALL BOX STRUCTURES SHALL BE IN ACCORDANCE WITH THE AFOREMENTIONED AGENCY STANDARDS.BOX VERTM SEPARATION REoranpAFtm HORrzaurAL SFPARATNW RFa01RFyFNrs STRUCTURES MAY BE PRECAST UPON APPROVAL OF SUBMITTED SHOP DRAWINGS Canyon Springs 3. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS Golf Course ZONE is A)WATER AND NPWL MUST BE SEPARATED BY AT ZONE 1: NO SPECIAL REQUIREMENTS. AS NOTED WITHIN THESE PUNS �e O L LEAST 18 INCHES AND B)ONE FULL,UNCUT ZONE 2:A)NO SPECA.REQUIREMENTS FOR POTABLE OR p QF E LENGTH OF PWL AND NPWL PIPE MUST BE NON-POTABLE SEMMES. � 149Z4 CENTERED ON THE CROSSING SO THAT THE B)WATER AND NRYL SEPARATED BY AT PROAcr Sq N JOINTS ARE AS FAR AS POSSIBLE FROM THE LEAST 6 FEET AT OUTSIDE WALLS. q� River j pin AND C)WATER AT(FAST 1B INCHES HIGHER NI Approved rUCIIVI l FEDERATION RD. 'Pj'�ILoI�Y•j�V ZONE 2:A)ONE FULL,UNCUT LENGTH OF BOTH HE AND ELEVATION TFN7 THE NPWL CNROSSWG 50 TTMT PIPE MUST THE ENTRED�ASS FAR AS - ?i 9h \gyp AND EITHER D)NRYL CONSTRUCTED TO WATER AWN POSSIBLE FROM THE CROSSING. STANDARDS AND PRESSURE TESTED L OFF AND EITHER B)NPWL MAN MUST BE CONSTRUCTED TO FOR WATER TIGHTNESS CANYO WATER LAN STANDARDS AND PRESSURE OR E)SITE SPECIFIC REQUIREMENTS TESTED FOR WATER TIGHTNESS FOR A APPROVED BY OEQ.. JUL O 1 2021 z A TN I, POLE UNE RD. HORIZONTAL DISTANCE a 10 FEET ON Expires In two ea BOTH THE OF CROSSING. ZONE 3: NOT ALLOWED WITHOUT DEQ WAVIER. Y' years from approval date. OR C)MUST THE NPWL DR H WATER LIVE OR BOTH City Engineering Dept. T.uawsER MUST BE ENCASED WITH A SIfEWNG CHENEY DR � , WTERA.ACCEPTABLE TO DEQ FOR A NOTE SANITARY SEWER FORCE MANS MUST HAVE SM OF DISTANCE a l0 FEET ON BOTH MO.10'AL SEPARATION. SOME 2 TN AND 18' s v° T YAWSFR SONS of THE CROSSING VERTICAL SEPARATION.ZONE 2 AND ZONE 3 z PLACEMENTSAIVWA ARE N07 ALLOWED WIIFIOUr A ZONE 3:j SALE ALSOAPJ57REQUIREMENTS As ZONE 2 EXCEPT 111E WANIIt GRANTED BY DEQ. :COLLEGE RD. re NPWL ALSO MUST BE SUPPORTED ABOVE THE - 1a MAY,2021 CROSSING TO PREVENT SETTU G. 40f j ZONE 4:) SAME REQUIREMENTS AS ZONE i EXCEPT THE NPWL MUST ALSO Ile SUPPORTED ABOVE THE FrontierAS SHOWN CROSSING r0 PREVENT SETTING. Park"---'_-- a� Detad299-20 BASE Md1Ll11IIC 1JCGI1 ALLS AVE. X° 299-20 Per 2017 OWC SDg07 C - 1 UNPLATTED - - Ud tty kalk6m�lbft U ° CANYON RIM AS VERIFIED BY / \ - KEYED WATER NO TES: N EHM AND CITY OF TWIN FALLS WI, W2, W3, W4,AND W5 INSTALL BANK OF-5- 1'WATER SERVICES Tn 6 3 (REFER TO CANYON RIM STUDY) - - N 9289.69 E 11234.25 TO TOP OF METER BOX ELEVATION=28-60 FOR ALL N 9289.66 E 1124225 BOXES. \ 50'CANYON RIM �' W6,W7,W.AND W9 INSTALL BANK OF 4- 1'WATER SERVICES wyI F$ SETBACK ti N 9204.43 E 11220.63 TO TOP OF METER BOX.ELEVATION=29.55 FOR ALL •^a g as GANYON�M TRAIL \ \ N:9211.30 E 11220.66 BOXES. d " --- YEAR c r _ W10 THRU W18 - INSTALL BANK OF 9- 1'WATER SERVICES 0 LS 30 60 W G13 E B 3 _\,� �.•� �� N 9082.64 E 11306.67 TO TOP OF METER BOX ELEVATION TO BE AS NOTED N01. 15'WIDE SEWER EASEMENT N 9101.97 E IIM6.72 IN PLAN VIEW. INSTRUMENT NO.504099 _ W19,W20,W21,W22 AND W23 INSTALL HANK OF 5- 1•WATER SERVICES Scale In Feet ----= _ •'.�ttI1.13C1C '�..E _ N-9213.64 E 11414.62 TO TOP OF METER BOX ELEVATION=28.60 FOR ALL . . < N 9213.62 E 11422.62 BOXES. 9 Vista Rim Townhomes Subdivision, a ZDA W 3 W24 2 E f 12 INSTARIW LL VALVE CL FLANGEEL 6�29.60 NE / . N 9 05$2 70.65 W CONTRACTOR TO COORDINATE WITH WATER DEPT. Located In � \ 9 • b •• ..;' -:: -�'� •.::.� _ W25 LOCATION AS SHOWN ADJUST VALVE BOX.L1EV.d:INSTALL CONC.COLLAR iy a --- - - -, NOTE ALL WATER SERVICE LOCATIONS ARE NOTED TO FACE OF METER BOX A POI'C1Ori of Lots 10, & 11, Block 1 •a. s:a N. . IBM-SEE -r- 1 11 ---------- ----- h /SITE DATA The Pinnacle Subdivision PINNACLE SUBD.. Mom •. . ( \ al ,h0 KEYED SEWER NOTES: FUTURE BEllA 4' '� I t j� �l Vli ili h 'i .>h?.'. \Os St THRU S6 INSTALL MANHOLES PER PROFILE VIEW-THIS SHEET. And A POTCIOn 111 VISTA SM. � 6 �r �I� Ii�tq� � o A � ti � - S7 N 935809 E 1125Z81 END 4'SEWER SERVICE SLOPE 0 2.00X TO MAINLINE. �1� N, S8 N 9355.97 E 11285.80 END 4'SEWER SERVICE SLOPE 0 2.00%TO MAINLINE. NZ SW4 Section �3 S9 N 9353.86 E 11313.79 END 4'SEWER SERVICE SLOPE 0 2.00%TO MAINLINE , S10 N 9355.75 E 17341.80 END 4'SEWER SERVICE SLOPE 0 2.00%TO MAINLINE \ V :-,ar \ SIT N 934Z63 E.11369.77 END 4•SEWER SERVICE SLOPE 0 2.00%TO MAINLINE T. 9 S R 17 F, B.M. ES F \\ i\\ w` "5 '' _`; ' ^� \ \ S12 N 9228.82 E 113D5.49 END 4'SEWER SERVICE SLOPE 0 2.00%TO MAINLINE y S13 N 9222.14 E 11348.90 END 4'SEWER SERVICE SLOPE 0 1.00X TO MAINLINE Twin Falls County, Idaho S14 N 922215 E 11352.90 END 4'SEWER SERVICE SLOPE 0 1.00X TO MAINLINE o .• S15 N 9222.04 E I IJ7390 END 4 SEWER SERVICE SLOPE 0 1.00X TO MAINLINE w+ SD �� \ Sib N 9221.98 E IIJK90 END 4'SEWER SERVICE SLOPE 0 1.00X TO MAINLINE. ��>.Jot� �1 \ \ S17 N 9188.53 E 11259.52 END 4'SEWER SERVICE SLOPE 0 1.00%TO MAINLINE. ma - S18 N 9165.43 E 11261.44 END 4'SEWER SERVICE SLOPE 0 LOOX TO MAINLINE u w • WESTPARK �� S19 N 9'43.94 E 11260.96 END 4'SEWER SERVICE SLOPE 0 L00%TO MAINLINE KEYED NOTES: s GOw 1.. .. - COMMERCIAL \ \. S20 -N-9122.93- E 1126127 END 4'SEWER SERVICE SLOPE 0 1.00X TO MAINLINE G1 INSTALL.STANDARD CURB AND CUTTER TO CITY OF TWIN FALLS STANDARD DRAWING � SUBD.NO.4 S21 N 9167.09 E 1IM89 END 4'SEWER SERVICE SLOPE 0 2.00%TO MAINLINE TFSO-701 (TRANSITION FLOWUNE WHERE CONNECTING TO RELEASE CURB). S22 N 9145.10 E.11330.80 END 4•SEWER SERVICE SLOPE 0 2.00X i0 MAINLINE G2 INSTALL RELEASE CURB PER DETAIL-SHEET C4.(WARP FLOWUNE 0 TRANSITIONS) 0 J ' \ S23 N-9124.10 E 11330.72 END 4'SEWER SERVICE SLOPE 0 2.00%TO MAINLINE C3 INSTALL STAND-UP CURB PER DETAIL-SHEET C4. g - - S24 N 910309 E 1133263 END 4'SEWER SERVICE SLOPE 0 2.00%TO MAINLINE G4 INSTALL.SIDEWALK TO CITY OF TWIN FALLS STD.ON TFSO-709. F S25 N 9082.10 '-E 11330.55 END 4 SEWER SERVICE SLOPE 0 2.00X TO MAINLINE GS INSTALL PED.RAMP 70 CRY OF TWIN FALLS STD.DWG..TFSD-712C C3'. S26 N 9061.09 E 11337-46 END 4'SEWER SERVICE SLOPE 0 2.00%70 MAINLINE G6 INSTALL H WIDE AND SIDEWALK APPROACH TO CRY OF TWIN FALLS STD.DWG.-EAS 10C. - � :7 ,,,,' , ,•. .. .. Wig 7HRU.W23 -___ S28 N 9019.10 E 11330.29 END 4'SEWER SERVICE SLOPE 0 2.QOX TO MAINLINE C7 INSTALL 4'WIDE VALLEY GUTTER S27 N 9040.10 E 11330.38 END 4'SEWER SERVICE SLOPE 0 2,00%70 MAINLINE. APPROACH SLAB AND SIDEWALK TO BE 6'MIN.THICKNESS WITH 4'-3/4•BASE. iO CITY OF TWIN S29 N 8998.09 E 1133221 END 4'SEWER SERVICE SLOPE 0 2.00X i0 MAIN NE G8 INSTALL 3'WIDE MODIFIED VALLEY GUTTER PER DETAIL-SHEET C4.STD ON D-70B. G9 'NO PARKING'SIGN-TYPICAL O t rGasr. • ,,. - ------ -- TYPICAL OF 2. ------ NOTES: POTHOLE WATER LINE CROSSINGS PRIOR TO INSTALLING MANHOLES OR SEWER - 1'=' . .PINNACLE SUBD. .. _.•. . . MAIN G70 SLOW SPEED BUMP*SIGN-TYPICAL OF 2• t a .CONTACT ENGINEER OF RECORD FOR VERIFICATION OF CROSSINGS PRIOR Gi i INSTALL 10.67'x 8.67'SCREENED TRASH ENCLOSURE.SEE DETAIL SHEET C-4. O �. S��B�Guy,L 1�'GTIO TO PROCEEDING WITH SEWER INSTALLATION. - 012 .'KEYSTONE-OR EQUAL TERRACE/RETAINING WALL ; - �' 7 Q-•T9SP_A'1l TYPE C CONNEC71ONS MAY BE USED TO AVOID CONFLICTS WITH WATER LINES G13 CONCRETE STEPS.SEE DETAIL SHEET C-4. `n s E C G14 SITE LIGHTING-DESIGN BY OTHERS. _^ To Maul c O g Ir LOT 12 a 59 �. o q KEYED PRESSURE IRRIGATION NOTES: - - NOTES:SEE SHEET C-3 FOR STORM DRAIN DATA NOT SHOWN ON THIS SHEET. ?VLoug- `�-c�/kT••1 I�� IR2 LOCATIONim 70.65 E 11141I7.89 EXPOSE AND CONNECT TO EXISTING 6'PRESSURE ALL INSTALL 6'PRESSURE IRRIGATION AWN. TAPER FORINES AND ETOPS OF PS OF CURBTO TRANSITION TO LOWER SURFA WILL NEED TO BE TAPERED AT CES TRANSITION NLL OCR 1 jT SS T�Rr3 3r 114 1 IU Ifr IRRIGATION STUB&INSTALL 22 1/7 ELBOW OVER 1 HORIZONTAL FOOT. c4 f L�.OE n1CC A�4 ��6E / PRESSURE IR4 N 9 61 E 1141225 MSTAU 90'1PRESSUREE IRIGATION ELBOW. V�-' P S IRS N 9184.66 E 11285.95 INSTALL 90'PRESSURE IRRIGATION ELBOW ZOI11I1�' Development NOte6. 'Tl IRIS N 924ZO5 E 1128610 INSTALL 45•PRESSURE IRRIGATION ELBOW. \ - - IR7 N 9268.56 E 11264.69 INSTALL 4S PRESSURE IRRIGATION ELBOW. I.ALL IMPROVEMENTS SHALL CONFORM TO THE VISTA RIM C1/CRO ZONING OEVELOPWNT Do NOT SCALE DRAWINGS IR8 N 9268.56- E-1121287 INSTALL 9D PRESSURE IRRIGATION ELBOW. AGREEMENT\�Q. •! '.. .t. - .�.�' D 1 1 (ZBA).AND THE CITY OF TWIN FALLS ZONING ORDINANCE cGNrRacroR SHALL vEwn,w. L w•Ac. H29 N 9272.81-E 1121287 INSTALL PRESSURE IRRIGATION BLOW-OFF ASSEMBLY. CONDITIONS AND DIMENSIONS AT O�v1[r. FYp(nS P��J - TOP OF STRUCTURE ELEVATION=28.60 2.BUILDING SETBACKS FOR ALL STRUCTURES SHALL BE DICTATED BY THE STANDARDS THE JOB SITE AND NOTIFY THE 1� IRIO N 9272.81 E 11216.87 INSTALL 1 1/2•PRESSURE IRRIGATION SERVICE GUNNED IN THE VISTA RIM TOWNHOMLS,ZDA ENGINEER OF ANY DIMENSIONAL t,A 'S I C-r,j AT - TOP OF BOX ELEVATION=28.60 ERRORS,OMISSIONS,OR NIN- "� L.� �j J.LOT 1 WILL BE SUBJECT TO USES AS OUTLINED IN THE ZDAAS WELL AS CROSS-USE, CREPANCIES BEFORE BEGINNING IRI1 N 918271 E 1141924 INSTALL 1 1/2-PRESSURE IRRIGATION SERVICE OR FABRICAnNc ANY woRR. T - �1 krj ACCESS.DRAINAGE.4 PUBLIC UTILITY CORRIDORS AS DEFINED BY SEPAR47E.RECORDED SS' SS -.Q (IRU ,ACC S N GUAt�W�� TOP OF BOX ELEVATION=29.10 DOCUMENTS AFTER VERIFICATION OF UTILITY MAINLINE AND APPURIFENWCE INSTALLATION. :C• IR12 N 8978.12 E 11419.17 INSTALL PRESSURE IRRKATION AIR INJECTION ,'.E %rSAI- FLJO'V ASSEMBLY.TOP OF STRUCTURE ELEVATION=29,80 4.PHASE ONE CONSTRUCTION SHALL BE INSTALLATION OF ALL UTILITIES NECESSARY FOR ( ..� - IR13 N 8975.30 E 11419.16 INSTALL 1 1/2•PRESSURE IRRIGATION SERVIC ALL PHASES ALONG WITH HARD SURFACE IMPROVEMENTS REWIRED FOR ACCESS. L A d I , I OL Of - TOP OF BOX ELEVATION=29.75 kpproved for ucti ON AND FIRE SUPPRESSION AS WELL AS ACCESS TO SHE SHALL BE IN PLACE. ..`t.; PRNATE DRIVEWAYS AND LANDSCAPING WILL BE INSTALLED AFTER INDIVIDUAL BUILDINGS e=--- ---i--44.00' \•.', - NOTES ALL PRESSURE IRRIGATION BOXES AND ASSEMBLIES TO BE INSTALLED P ARE CONSTRUCTED PER OWNER'S PREFERENCE OF CONSTRUCTION WITH INDIVIDUAL RIVER VISTA L® S• i III `A~ _' _; nr TON[AI I C C tlkt GnC Al l I MAVAJJC lVtY AOr TA rArr nr.MV nA BUILDING PERMITS. SOUTH SURD. RE7 N h PR&ECT �I' L� 4 - JUL 0 12021 Ex s I5PP7 NA lut l E5� �ni Gin B�IOV2 U Z un City EngineE ing Dept. �014AL FIN.GRADE P CL OF SEWE V FIN.GRADE 0 CL OF SEWER 3630 3630 mph O y9 UTILITY,ACCESS,STORM DRAIN,PARKING, 69.00' 14924 REFUSE,SIDEWALKS,&IRRIGATION ESMNT. INST.J 2006-015859 T.28 LF. O iPr�lj°ib v 34.94 LF 8"C 900 SEWER MAIN 9y4)W OF YOA'QJ ,I .• Q - 8.5=0+0.SEWER% N =+0.42X 8"PVC SEWER 0+0.45X L• •TN�O II LYT�1'1�.1 ' f T ",i 3625 F. 3625 CONST.200LF- O 62'.'.^ 3625 qr CONST. i 6.06 LE-8 SETYER MAIN Q Q Q -« ,•••.•, _ 8 SEWER WIN - +0.50X Aerxuxn �. . _ S +0.4 5' NB TO SOUTH REO'D. .� � o^ J '�cs __ AT O.60X SLOPE OR - m_ L VAWSER -- _.. ---- - F RE EXTENSION A=27.28` -._.---..-- - 3620 �' ONSi. F. 3620 .. 3 620 o � 8"SEWER MAIN = . a - - T.VAWSER .-� S=+0. X aiN pYqo� �; W l� F O CM �N ^VI 3;m HH •'fly �N bN ¢ W =� o y o 6 m' WY,2021 �J`f S WS WS WS S i S .. \ b<vllN a $�nm ��u b�V Qm bQ'a Z w ache AS w- -•---N- W. a N.:m'z_11 e, .Ne Nib aW.NO N,� SHDWN 2WM 2 M 2 M 2 NN = bNNN 2 MNNN O W�.`•� 3 u n ` , n`„ �" `- ti ,In N 299-20 BASE I z a n R o n nll o noun H I n oln n nnu yr 11 aq;��i ��� ��� r��'Q,�•',>>i na1�y 3> +w xn �W22 ?22 WW2 222 f�<W2 299-2D 16H,: of=�,'3�z' .��..IZ'_'&iYn' - �z zz ui `.."i�i..; S.'i�3Wh +?&3 ^'ia3,.;� 21Rz- - RIVERCREST.APTS.PUD - WESIPARIC-(XMIM.SUBD,NO.41 + + + + + + + + UU Sewer Line Profiles C _ 2 . - - HORR.SCALE 1=50'/VERT.SCALE I'=s m • UNPLATrED CANYON RIM AS VERIFIED BY \\ •\\ _ _ - - EHM MID CiTY OF TWIN FALLS - - - •g - (REFER TO CANYON RIM STUDY) _ - _ - - ^, \ \ 0 15 30 60 � rn - 50`.CANYON RIM ` rn SETBACK TRAIL \ \� \- semi in 1%et g i53 g W SOW E�Y Vim Rim T ownhomes Subdivision, a ZDA W �`_-' �..:�... \.�;'� ` 15'WIDE SEWER.EASEMENT -,'?9 $�8• '�=� \INSTRUMEM N0.504099 Located In - q A Portion of Lots 10, & A Block 1 'The Pinnacle Subdivision° - N A Portion Of o _ --- And 4,, - --------- ---------- .- �DATA N2 SW4, Section 33 PINNACLE SUM. � ..� __- F T. 9S, R• 17E,, B.R -, =ry- .• �N� \\ ��� \� Twin County, o \ Falls Coun Idaho $am Dmm Sp m Nara \ KEYED NOTES:. R{. spy - \ \ SDi N 9274.00 E 1128L29 INSTALL SL DRAIN MANHOLE-RIM EL=27.77 INV._.21.80 -- moo > \ _ SO2 N 9273.47 E-11414.25 INSTALL ST.DRAIN MANHOLE-RIM EL=28.00 INV =21,80 WESTPARK \� \ - - S03 -N 9332.97 E_11414.49 *WALL SL DRAIN MANHOLE=RIM EL=27.50 INV =21:80 ss 1 \ •O4: i '= '�COMMERCIAL SD4 N 9354.16 E 11410.44 INSTALL AREA DRAIN INLET-RIM EL=25.75 INV.-22.38 / N. ® arx •o. . - v -` ^• GP SUED. NO. 4 \ S05 N 9385.82 E 11259A6 INSTALL AREA DRAIN INLET-RIM EL=25.75 INV-=23.50 S06 N 9283.99 E 11408.75 INSTALL TYPE I CATCH BASIN(BOC®CB)BOC EL=27.40 � \ .INVERT EL=24.00 -SD7 LOCATION AS SHOWN INSTALL 12'PERFORATED PIPE®CONi FL EL OF.21•80.(TRANS' TO SOLID WALL PVC PIPE OUTSIDE OF DRSIYELLS) -___ _- --- - _ SOB LOCATION AS SHOWN INSTALL 12'PVC STORM IORAIN PIPE(SDR 35,3034) 34) . .� i .�•. - -- - - - SDIO LOCA7ON AS SHOWN -INSTALL 20'xN AS SHOWN INSTALL 8' STORM&5'AI�PE( O DRYWELL SEE DETAIL THIS SHEET. O in< ___ _---_-- TOP OF ROCK EL=24.00 BOTTOM OF ROCK EL 1850 - 1. / o SDi 1'LOCATION AS SHOWN INSTALL 16'x 70'x 5.8'DEEP DRYWELL.SEE DETAIL.THIS SHEET. PINNACI£SUBD. - - 4, ,, r,ryT. 7 ttF. t v - - - - -TOP OF ROCK EL=24.00 BOTTOM OF ROCK a.= 1B.20 - [-•x O"4 � GA 1sPwc slD.Owc:sD-sot WITH THE � NOTE:CATCH BASINS lO BE TYPE I CATCH BASIN PER g Elevation Key: W^j `n EXCEPTION OF THE 3'MINIMUM COVER�rR_E'WIREMENT. LOT 12 T- .;4 59 o PROPOSED TOP OF MODIFIED CURB•ODMM Storm Water Retmdon t..alculationS � •� 4'' x i A �' PROPOSED TOP OF RELEASE CURB •W.WIRC PROPOSED UP OF GOITER 00DO c PROPOSED TOP OF SIDEWALK W.DOTSw 77,881 S.F.TOTAL DEVELOPMENT PARCEL AREA H �'„„ 62' PROPOSED TOP OF CONCRETE W.W>cc _ 58,317 S.F.DEVELOPMENT IMPO MOUS 58,317 x 1.6/12 X 0.95=. +7,387 C.F. � �. :1�•,y- PROPOSED TOP OF RETAINING WALL•DO.WIRW u; •a PROPOSED TOP OF ASPHALT W.WTa 19.564 S.F.DEVELOPMENT LANDSCAPING:19,564 x 1.6/12 x 025= + 652 C.F. CO NOT SCALE DRAWINGS . - PROPOSED FlMSFffO-(XtAOE W.00Fc _ TOTAL RETENION VOLUME REQUIRED 8,039 C.F... CONTRACTOR sNAu VERIFY ALL CONDITIONS AND DIMENSIONS AT i ,�,9 • _ PROPOSED FWED FLOOR EUFV. •00 WFiETHE JOB SITE AND DNOTIFYIMENSIONAL THE �! 1 �L' k ' - y - DRYWEU.is 125'x 20'x 5.5'DEEP z 0.40= 5,500 C.F.GF. ENGINEER OF ANY DIMENSIONAL s PROPOSED TOP OF BASIN BPI.. W.DDIB DRYWELL 2:70'x 16'x 5.8'DEEP x 0.40=- 2,598 CF. ERRORS,OMISSIONS,OR DIS- / \ - �• $- EXISDNG EDGE OF ASPHALT °OO•DDw 8,098 CF. CREPANCIES BEFORE OR EXISTING TOP OF ASPHALT °W.00Io - .TOTAL RETENTION PROVIDED= OR FABRICATING ANY WORK. EXISTING UP OF GUTTER °00.00IgOR LOCATIONS ON ROCK E�LEVATIONSDENCOR�U UPON PON�EXCAVATION.CHANGES UST BED r{ ,� �. _ AUDKIRIZED IN WRITING BY THE PROJECT ENGINEER AND COY INSPECTOR: NYW t : ' ••: ,a - THE CONTRACTOR MUST HAVE ALL PORTIONS ORYWELL EXCAVATION AND INSTALLATION ss _ _ ,S s. - INSPECTED AND APPROVED BY THE CRY OF TWIN FALLS ENGINEERING DEPARTMENT. G, in • p Approved f ct'o . . -._.' _. . . 1 1 4 x 1 1 4'x 3116 - 4400'� '=`y \ "� ANGLE IRON FRAME W/1/2' GRATED METAL LID - - e' __ �- -,, d SEE DETAIL BELOW RIVER VISTA I® ��/ \ � x 8"ANCHORS AT MIDPOINT SOUTH SUBD. RET k.r'ryuTECT \. BrAw �e�C L Ex ..wA BOTTOM F N T RE �� PUBLK:fRR.nEs - �Y y'4 "j ELEV. =VARIES PER PLAN - Expires in two years from appTOVaI date. 2So0a 6• City Engineering Dept. ` 14924 p PERF.PIPE FRDA1 G BASIN IT PER PLAN - O,f',•�IoFs/ q TO DRYWELL PAVED OR LANDSCAPED SURFACE - f'.�0� MIE?IUIUTLET ELEy =PER PLAN r `.e L• p UTILITY,ACCESS:STORM DRAIN PARKING, _ 69.00' ,.„ .-- ,.• 3'DM.WEEP HOLE SLOPED PER PLAN GRADES TOPSOIL BACKFILL REFUSE,.SIDEWALKS,&IRRIGATION ESMNT.I MIST.{2006-015859 .s, - _ - _ INVERI 1 _00000000 O W/:DRAIN GRATE: TOP ROCK ELEV.=2400 'CONIECN'C-45NW Q 2 CY.DRAINROCK REWO C 0 GEOEEXDLE OR EQUAL . - - INSIALLED AT SIDES& q O gtrc 61', TOP(LAPPED ON TOP) T.VAWSER 1 zf/a'FIAT 84R(IMP OF 2) 007Ta1 RIG(ELEV.=18.50 DWI ff10/W1i.VAWSER NO OW2 PERFORATED PIPE TO BE INS 9LO AT- FLAT-BAR®2.O.C.SPACING A=27.28' LIPNNROCK TO BE PRE-APPROVED CONTINUOUS FLOWLINE M. MAY,2021 OF 21.80 w,� .! BY CITY PRIOR TO PLACEMENT NOTE: -2,-2•- FIELD ADJUSTMENT OF DRYW'ELL LOCATION AS NEEDED MAY BE PERFORMED:. AS SHOWN ,� � - - Gra d � IF,IN,MCTS ARE ENCOUNTERED,A MIN OF 25'SEPARATION MUST BE MAINTAINED FROM POTABLE WATER M41N ANY ADJUSTNFNTSI_L]BSI °"°"" 299-20 BASE RF APPROVED IN WRITING BY THE ENGINEER _ w W A iw Drain Demd Dlywell Det811 N6 299-20 w _w- Il t& SO4&SD5 - Il.i:& C - 3 RNERCREST APTS.PUD WESTPARK COMM.SUBD.U. I i - SLOPE PER PLAN GRADES Oyu 2 1/2"- 1/2'PAVEMENT-SUPERPAVE HMA a P'arn 8'—3 4'TYPE 1 BASE COURSE COMP. z F '0 A MIN.OF 95,MAX.DENSNY o NATIVE SOIL COMPACTED TO A MIN. th` °'g OF 95%MAX.DENSITY F0 i - Typical Parking I& Section h��+ilI 0 1 m U M r 7TYPE SLOPE PER PLAN GRADES 12 -3SE COURSE COMP. 70 A MIN.OF 95%MAX.DENSITY NATIVE SOIL COMPACTED 70 A MIN. OF 95%MAX.DENSITY Offite Gravel Nve Section nts Q 3'-0• JJL�� 3 CUR 12" 3'-0" HANDRAIL EACH SIDE — SEE 9 NO.4 REBAR 8' u F3 DETAIL — THIS SHEET COMPACTED GRAVEL BASE TO BOTTOM OF PKG.LOT SECTION g f�.0 t2' Approve�fction 3° Modified valley Gntaer Dd t° ScS ECTIOCL N A a nts JUL 0 1 2021 rsl 2 0" a a, 6" 1 6' > Expires in two years from approval date. F, City Engineering Dept. 1 Batter ,,L A---u (+4-v D'_v `J®Z-�- 1/4"R DO NOT SCALE DRAWINGS Path Acm Stairs • Plan View CONTRACTOR SHALL VERIFY ALL 1/4'R CONDITIONS AND DIMENSIONS AT '�. THE MB SITE AND NOTIFY THE PAVEMENT ENGINEER OF ANY DIMENSIONAL (2) # 5's CONT. � ERRORS,OMISSIONS,OR DIS- BOND BEAM AT TOP, CREPANCIES BEFORE BEGINNING BOTTOM, & 48"O.C. ;.. OR FABRICATING ANY WORK. 12" COMPACTO 3/4°GRAVE{�ASE 4'-0" COMPACTED SUBGRADE TO o 95Z STANDARD PROCTOR NON—SLIP STAIR NOSINGS REQ'D. 1 1 2" SCH. 40 PIPE RAILS POWDER COATED FINISH 8" CMU BLOCK Release Curb 17ieta 1 1" ts 12" W// SPLIT FACE �" t TYP # 6's AT 24" O.C. VERT. AkCH. FINISH awv g MAL E 12„ 0 n I #5 AT 24"O.C.- EXTEND 1/2"RADIUS C 14924 m N 30•ABOVE TOP OF FOOTING FIN.GRADE yya 1/2" FIBER EXP. JOINT ALTERNATE.HOOKS 1 8":12" ,�IDIIOI /� O�_O" PAVING 9GjO�"OF tv`�pJr cl: �� x-�.:�_x ---•x-"" FIN. GRADE 'r•. L. 'fly U n (2) 5 AT TOP AND BOT. 4 o r7 I < 8" CONC. SLAB W iv I.VAWSER 4's ® 12" OUSLj O.C. E.W. 13x13 D5xD5 WWF TOP ANDCBOTTOM 2" DIA. GALVINIZED PIPE OVER 4" 3/4"AGGR. w T.VAWSER 12° 4 NOSING BAR N SLEEVES (6" EMBEDMENT) F. (TYP.) 2"CLR. 12"x24"CONC. FOOTI i. MAY,2021 NOTES: W/ (2) If 5's HORIZ. 1.PROVIDE EXPANSION JOINTS AT 25'O.C.MAX.AND AT AS SHOWN e• tip 2'-0" 2.BASE F CURB 0 REST ON GENTS,AND CORNERS. FILL 299-20 BASE NOTE-MATCH FINISH AND CORRUGATED STEEL DOORS OF EXISTING SITE TRASH ENCLOSURES. 3.SACK FINISH EXPOSED SURFACES. 12" 4" VERIFY COLORS WITH OWNER. 4.REBAR TO BE CENTERED W/3"CUR.TOP AND BOTTOM. N0. 299-20 Concrete Stairs - Section A nts Handrail Detail n is CMU Wall Section @ Trash Enclosure nL Sta &d Curb Derail nu C - 4 m UNPLATTED - ` C/3 1 a CANYON RIM AS VERIFIED Y EHM AND CITT'OF TWIN FALLS \ \ 7 (REFER TO CANYON RIM STUDY) \ .\ t S 4 50'CANYON RIM ,_\ \\ \ 0 LS 30 60 W CANYON M TRAIL \\ \ \ \ Scale In Feet "<�.• -—— � Ysw ovERFLow N -n7 3 SF r $� \\ \ 15'WIDE SEWER EASEMENT Vista Rim. Townhomes .Suh&vision, a ZDA \ SF, INSTRUMENT NO.504099 W m p Erosion & Sediment Control Plan ------------ (5)TWO STORY 70 0,\ `' I.-fog: \ SITE DATASEE - \ PINNACLE SUBD. . LOT 6 LOT 5 LOT 4 LOT�iq LOT 1 4 \ ��1§0 \ FUTURE BELLA .`� 2372 SF 2142 SF 2142 SF 2142 SF 2771 SF " €; 5 \ FILTER P FAWC Erosion Control Notes UNDER VISTA BLDG. - m FEE 3628.00 l p \ •"yv` \ -� v �� 1E V DRAIN INLET UD POJY' V 1. THIS PLAN IS IN ADDITION TO ANY WRITTEN EROSION CONTROL PLAN(ECP).ANY MODIFICATIONS TO THE ECP a \ p� \ \ SHAM BE RECORDED ON THE ECP.CONTRACTOR IS RESPONSIBLE FOR HUNG FOR THE N OJ AND MAINTENANCE + nI \ A \ OF SUCH AND HUNG OF AN N.O.T.UPON COMPLETION OF PROJECT. NOTM- \ \ 1.DROP INLET FILTER FABRIC BAGS SHALL BE PLACED UNDER ALL 2. NO LAND.CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. \ \ •34•: 6'. DRAIN INLET GRATES TO PROTECT DRAIN INLETS FROM SEDIMENT AND (1 DEBRIS DURING CONSTRUCTION. ACV \ / --—- 3. ALL EXPOSED AREAS SHALL BE ROUGHENED AND SEEDED WITH DROUGHT RESISTANT NATIVE GRASSES WITHIN 14 DRYWELL _— I \ 2.INSPECT DAILY AND PRIOR TO RAINFALL FORECAST.DURING d ASPHALT-11 N SDIO ———- I \ RAINFALL AND AFTER RAINFALL EVENT.REPAIRAS NEEDED. DAYS OF FINAL GRADING. Cd SD0 \ \ 3.INSTALL INLET RAGS ON ANY NEW CATCH BASINS THAT ARE \ — 4. SHOULD CONSTRUCTION STOP FOR LONGER THAT N4 DAYS,THE SITE SHALL BE STABILIZED SPECIFIED IN THE 4 \ INSTILLEDLINSINSTILLEDPRIOR TOC]YP E N N OF CONST.ACTIVITIES. WESTPARK \ \ \ CONSIRUCTI01dGENERAL PERMIT(CGP). - \\ .OQ: 4--- COMMERCIAL ❑ \ \\ —' 0. , y�_�� r�"�`� T��"��� 5. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE PER WEEK.COMPLETE ALL �L (5)THREE STORY TOM HOUSES SUBD.N0.4 4 I rain hda r am..l./uail ' O \ �\ REPORTING PROCEDURES AS REQUIRED BY THE NATIONAL POLLUTANT DISCHARGE ELIMRUTNM'S751EY(NPDES) aBA LOT 7 LOT 8• LOT 8 OP y0 LOT 11 \� n caTTRucTal GENERAL PERMIT. 978 SF 84 NSF 842 SF 842.S1F 978SF �3 6. THIS PLAN SW111 NOT BE CONSIDERED ALL INCLUSIVE.THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY 3sze-'', la ASPHALT DRIVE 362885 - PRECAUTIONS TO PREVENT AND SEDIMENT FROM LEAVING THE SITE IIIQJJJ ,L — ----------------- SOIL 7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. -T`(:. 8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF INSPECTIONS DEEM NECESSARY ' z, _ `x •\ ! '\' :ri 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ESTABIM PERMANENT SOIL STABILIZATION. PINNACLE SUBD. Ca / \(f/ \ G ; ORNNAGE FImY W. SEDIMENT SHALL BE REMOVED FROM BMP'S BEFORE THEY ARE 25%FULL / 59 75 >. " \ DMNG Clam t GUTTER CONSTRUCTION ? ' $ OR vALLEY currTER AREA r. - J/ LOT 24 i \ _ DRAIN INLET OR SEDIMENT SOURCE 11. PORTABLE RESTR0011 SPILL CONTAINMENT.,PLACE SAND RAGS AT 7'AROUND FACILITY AND 1'IN HEIGHT TO LOT 12 1464 SF OF EXISTING) CONTAIN POSSIBLE SPURGE. 1L 59 1r SEW varnE(S) 12. OFFSITE VEHICLE TRACKING ON CITY STREETS SHALL BE REMOVED IMMEDIATELY.12 ssO LOT 23 \ 4PLACE ! ) WERE GRAVED IN BAG(S) 13. CONCRETE WASHOUT LOCATION TO BE DETERMINED B THE GENERAL CONTRACTOR AND SHALL BE RECORDED ON • 1235 SF \� ( THE EROSION CONTROL.PLAN.WASHOUT AREA TO BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION. ' 4 THREE STORY _. Q. - \ 62 + (' BLOCK 1 - NOTES: - 26 6OT 13 O 1.STRAW WATTLE(S)SHALL BE PLACED TO PROTECT GRAN INLET FROM SEDIMENT AND DEBRIS DURING CONST. TOWNHOUSES y� _ 14. THE GENERAL CONTRACTOR SFWL STRICTLY ADHERE TO THE SWPPP WRING CONSTRUCTION OPERATIONS. LOT 22 •'•L y 1�02$F 2,INSPECT DAILY AND PRIOR TO RAINFALL FOR GNST,WRING RAdNFALL Nm AFTER PANFALL EVENT.REPLACE AS NEEDED. DO NOT SCALE DRAWINGS n ASPHALT DRIVE 1T6i1 3.STRAW WATTLES SHALL DE HELD N PLAICE WITH GRAVE BAGS WIN NO GAPS AT THE INTERFACE MM THE cunER 15. UNAUTHORIZED CHANGES ARE NOT THE RESPONSIBUIY OF THE PROJECT ENGINEER OR THE ORIGINAL PREPARER CONTRACTOR SHALL VERIFY ALL 12,35$F 4.GRAVEL BAGS SHOULD BE BURLAP BAGS LOOSELY FILLED WITH WELL GRADED SAO GRAVEL MIXTURE WRH UNDER 1• CONDITIONS AND DIMENSIONS AT ( - ROCK AND LESS THAN2TL PAWING THE/zoo SIEVE OF THE PLAN.THE CONTRACTOR SHALL TAKE FULL RESPONSI�TIY FOR IMPLEMENTATION AND MAINTENANCE. THE JOB SITE AND NOTIFY THE \ bb 3629.80 O' LOi 14 -C..`. 26' 1464 SF "t �SF 4 - StCdw Wattle (/ l{IL ENGINEER OF ANY DIMENSIONAL \ Q.' LOT 21 u, `r' ASPHALT D CR PANCIES VFIORE'BEGINNNG 1 DRIVE - OR FABRICATING ANY WORK. 59 7s LOT SFI \ _.—.Ss Ss :_ fiT� 1 THRED StRr TOWNHOUS — 10'T1P. y P Polluti 6r is \ 130FFT 2 SF i\ — Q c, I FILTER Storm Water on rImm ion Plan _ Q�' •- FABRIC s 3630.35 II RIVER VISTA (® f— -./ LOT 17 SF 1 d — — +~ SOUTH SUBD. REr N&PRTSTECT \- NOTE V-2X2 WOOD'POSTS APPROX. ACTUAL Wr IXTS.WATER TAN--_- 1.MAINTAIN PROPERLY FUNCTIONING SILT OR STEEL STAKES BLIP/' OESCRIPDON/fMIP MNIfAIENTATKMI IMPLEMENTATION NOTES: PUUUUBuc�rnLnEs FENCING AT ALL TIMES. - g\ONAL F ✓ z LOT IS `5 \ ° DOWNHILL VIEW t Na/DEYR:/Tx)NtR POSTINGS 6-1-2011 o�.s a \ - POSTS FILTER FABRIC 2 CONSTRUCTION ENTRANCE 6-1-2021 rc 1 DOWNHILL UPHILL -3 SILT FENCE. 6-1-2021 a 14924 9 LOT 8� _ 4 STRAW WATIIES/INLET PROTECTION 6-1-20211.302 Q sr�UoI2D2�p \ 5 PORTABLE RESTROOM/DUMPSIER 6-1-2021 9L�OTF OF LO\OQJ UTILITY,ACCESS,STORM DRAIN,PARKING, 69.00' \ " BURY BOTTOM EDGE GROUND LINE L' / REFUSE,SIDEWALKS, IRRIGATION ESMNT. INST./2006-015859 -LOT 20 - - OF FABRIC 6` 6 STAGING/STORAGE TRAILER 6-1-2021 14�2\$F 1 STAKES DRIVEN _ 7 CONCRETE WASHOUT 6-1-2021 PER CONTRACTOR-SEE.NOTES, \ - 1'DEEP MINIMUM END VIEW -8 OUST CONTROL AS NEEDED 1 T.VAWSER 3 . Silt he Detad Approved for °A r T.VAWSER A-27.28' MAY,2021 _ Canyun Gar Drive _ JUL 0 1 2021 AS SHORN Expires in two years from approval date. 299-20 WE City Engineering Dept. 299-20 RIVERCRESr APTS.PUD WESTPAW COMM.'SUBD._NO. 11 � o Uw � c b �° wa Sheet List Table gyp, VISTA RIM TOWNHOMES 32 Sheet Number Sheet Title SUBDIVISION,A ZDA FOUND ALUMINUM CAP 1 OF 4 PLAT FACE Located In W j C.P.j1999-019108 N ^ 33 2 OF 4 UNIT DETAILT River d a w A A Portion of 3 OF 4 CERTIFICATE OF OWNERS FTJxraTxw xn. c a' v 4 OF 4 ACKNOWLEDGEMENTS Lots 10& 11,Block 1,The Pinnacle D L4 o W a Subdivision W REAL POINT OF -0°- UNPLAYYED \ BEGINNING `O \ G, TxxJ: wO. = and a Portion of the 1238.44' S NST7T 6"E 107.73' \ Z o cHExEY DR.€ N 2 SW 4,Section 33 a N90'OO'OO"W— — — '- QA __S)8`yp'39"__ \?0 e a¢ ,\\ Township 9 South,Range 17 East 00^ N�8'10391Y 190.00�40.83� 5 \\\ sx. dxp R0. Boise Meridian co S89'46'12"E 115.00' <- \ 1.16. ZL2—��` \ _ FP„ m Twin Falls County,Idaho �\ 2021 LS 10110 ro \ B FALLS S AxE. N25'54'11"E La 36.50' © ® O o \\\ Vicinity Map n,t.s D 20 40 80 N m :2 SCALE IN FEET W N I w N 43.00' L5 Q N o < N89'46'12"W 115.00' N89'46'12"W N o L7 Notes: Legend z z o o^ S89'46'12E 110.00' �� LOT 1,BLOCK 1 SHALL BE RESERVED AS AN EASEMENT FOR CROSS-USE COMMONcd IS BOUNDARY LINE a. z AREA, PUBLIC UTILITIES, VEHICULAR AND PEDESTRIAN ACCESS, DRAINAGE AND STORM WATER RETENTION AND SHALL BE OWNED AND MAINTAINED BY THE VISTA RIM _ O m m SECTION LINE TOWNHOMES HOMEOWNERS ASSOCIATION. CERTAIN PROJECTIONS, INCLUDING BUT NOT ' o m ?v O7 ® O9 10 11 LIMITED TO, BUILDING EAVES, DECKS,AND ARCHITECTURAL PROJECTIONS AS WELL AS $ I PERMANENT TRASH ENCLOSURES AND OTHER ALLOWABLE STRUCTURES SWILL BE TIE LINE — — — — — — ^ ALLOWED AS SET FORTH IN THE VISTA RIM TOWNHOMES ZDA PERMANENT,^ EASEMENT LINE ____ N89'46'12"W 110.00' STRUCTURES WITHIN LOT 1 SHALL BE PLACED A MINIMUM OF 7.5'FEET FROM THE m h co BLOCK 1 CENTER OF SEWER, WATER AND PRESSURE IRRIGATION MAINS. LOT LINE = S89'46'12"E 1 �. ALL BUILDING SETBACKS SHALL BE SUBJECT TO THE VISTA RIM TOWNHOMES ZONING j 59.75 .\ O ui w d m DEVELOPMENT AGREEMENT, ORDINANCE#0-2021-004 RECORDED MARCH 12, 2021, CALCULATED POINT (NOT SET) 0 0 z o RECORDED IN THE OFFICE OF THE TWIN FALLS COUNTY RECORDER AS INSTRUMENT O S �, S89'46'12'E (� '`�' z r N0. 2021-006134. CANYON RIM SETBACKS SHALL CONFORM TO THE ZDA FOUND BRASS CAP Ia 11 FOUND BRASS CAP o o O C.P.J2007-013439 7711.9 Ac t 59.00' F m�I AGREEMENT AND THE BELLA VISTA CANYON RIM STUDY DATED 6-25-2019 •„^'.� n 12 ro ¢5 o CONDUCTED BY EHM ENGINEERS AND THE CITY OF TWIN FALLS ENGINEERING FOUND 5/8"REBAR (AS NOTED) O y 32I 33 o d 23 m v a o N DEPARTMENT. MONUMENT(AS NOTED) ® �+ 5 4 a 22 c 13 N 3 Surveyor's Narrative SET 5/8"x 24" REBAR ,� w THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY OF & CAP - LS 10110 Ll� 14 THE PARCEL OF LAND SHOWN HEREON FOR A FINAL SUBDIVISION PLAT,AT THE N Z 21 REQUEST OF THE OWNER. MONUMENTS WERE FOUND AT THE BOUNDARY CORNERS, SET 1/2"x 24" REBAR b. \ 59.75' ! a o SECTION AND QUARTER CORNERS SHOWN HEREON. THESE MONUMENTS ARE OF & CAP - LS 10110 z N89'46'12"W 'O IS RECORD PER PREVIOUS RECORD OF SURVEYS AND/OR CORNER PERPETUATION AND Line Table m FILING RECORDS. L8 Do NOT SCALE DRAWINGS LINE// BEARING DISTANCE \ w 16 CDNTRACMR SHALL VERITY ALL < Health Certificate Survey References CON DNS AND DIMENSIONS AT :2 "SANITARY THE JOB SITE AND NOTDY THE L1 SO'13'48"W 7.50' �,Op° N89'34'43"W 102.84' � z 17 BEENITSATISFl DRIBASEDS AS ON THEQUIRED BY IDAHO STATE OF IDAHO,CODE DEPAR DEPARTMENT OF ENVIRONMENTAL HAVE 2019-020766 ERRORS,OMISSIONSENOR DIMENSIONAL NEER 589'46'12"E 31.00' O QUALITY(DEO)APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE #2009-018990 - RIVER VISTA CONDOMINIUMS OR f�DrAn NG�E BEGINNING CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF2008-020074 L3 SO'13'48"W 23.50' 1g SANITARY RESTRICTIONS. BUYER IS CAUTIONED AT THE TIME OF THIS APPROVAL, NO #2007-012709 - WESTPARK COMMERCIAL SUBDIVISION NO. 4 A1VEA VISTA BOUTFI, DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING /2006-015859 - RIVER VISTA SOUTH, P.U.D. L4 S89'46'12"E 12.00' A P.U.D. #1996-0148501 - THE PINNACLE SUBDIVISION, P.U.D. CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING 42006-016569 19 WATER OR SEWER FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE L5 S89'46'12"E 22.36' DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER L6 S89'46'12"E 7.82' N FAILS TO CONSTRUCT FACILITIES OR MEET OTHER CONDITIONS OF DEQ, THEN 20 SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION Deed References L7 NO'13'48"E 2.00' z \ 62.00' 1 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL,AND #2021-006762 N89'46'12"W NO CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING WATER OR L8 N89'34'43"W 10.33' �. SEWER/SEPTIC FACILITIES SHALL BE ALLOWED." L9 S89'34'45 W 15.76' S893443 Y✓82.75 C1 y LIO S44'46'12"E 4.24' Canyon Crest Drive DISTRICT HEALTH DEPARTMENT, EHS DATE: Easement Key EXISTING 15'SEWER EASEMENT #504099 EXISTING 34'IDAHO POWER EASEMENT © J404021 Curve Table SSGNAIIaroaso �y �t`O QF,G1STEgF 'G CURVE# DELTA RADIUS ARC CHORD TANGENT CHORD BRG � P ct 5'32'36" 282.00' 27.28' 27.27' 13,65' N87'38'57"W `46 P�°5a � DF�� �A — I.VAWSER JEHM Engineers,Inc. Q TOpHER � — C.Harmiwn/D.Schwarz V 299-20 FP SHEET 1 OF 4 " MAY,2021 AS SHOWN 299-20 BASE 299-20 C - 6 U w o N o 7 o VISTA RIM TOWNHOMES SUBDIVISION,AZDA < m W v�No d o FLY+op '12"E S89'46'12"E 115.00' 4.24' rT,? W,2 q S89'46'12'E 59.00' 4.24' h+i V� 31.00' 28.00' 28.00' 28.00' 1 S89'46'1YE c is- 7n Lot 12 �n z`✓ 31.00' N N � N 1,437 S.F. N S89'46'12"E 12.00' N89'46'12'W 62.00' b � Lot 13 'o N 1,302S.F o Lot 6 Lot 5 Lot 4 P Lot 3 �t ;Z N Z372 S.F. Z142 S.F. 2,142 S.F. Z142 S.F. Lot 2 N89'46'12'W 62.00' 0 10 20 40 Z771 S.F. iz g Lot 14 o SCALE IN FEET N N 1,302 S.F. w a N N89'46'12"W 62.00' o Lot 15 0 31.00' 28.00' 28.00` 28.00' 43.00' o N. 1,302 S.F. N W N89'46'12W 115.00' 2.00' N89'46'12'W m N89'46'12"W 62.00' w � S89'46'12"E 59.75' Lots 2-6 o Lot 16 0 :2 N 1,302S.F. '? N i b � Lot 24 � N89'46'12'W 62.00' v 1;464 S.F. N ftpp $ Lot 17 o S89'46'12"E 59.75' iv 1,302S.F w O SBW46'12"E 110.00' to Lot 23 T., 24.00' 20.67' 20.67' 20.67' 24.00' N89'46'121V 62.00' N 1,235 S.F. N J ~ o Lot 18 0 w S89'46'12"E 59.75' w 110 Ar 1,302 S.F. N M Lot 7 Lot 8 Lot 9 Lot 10 L 22 ot 11 z o 1,235 S.F. d 978 S.F. v 842 S.F. 842 S.F. Fg 842 S.F. �? 978 S.F. N89'46'12"W 62.00' N t2 M H M ' M {I b b b b b o Lot 19 o 589'46'12'E 59.75' .rr� Z N N N y .- 1,302S.F. N N 24.00' 20.67' 20.67' 20.67' 24.00' S89'46'12"E 62.00' Lot 21 DO NOT SCALE DRAWINGS N8946'12*W 110.00' ' N 1,464 S.F. N COKWJL70R SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB STIR AND NOTIFY THE ^J N Lot 20 N / ENGINEER OF ANY DMISNNUE Lots /-1 1 1,441 S.F. ri ERRORS.OMISSIONS.OR DIS- N N N89'46'12"W 59.75' ERRORS. S BEFORE BOR DIS- \ OR FABMTN16 ANY WORN. NO N89'46'12 W 62.00' Lots 21-24 Lots 12-20 �4S5Q.�61STE.4E SG9i `'y - T.VAWSER \F�07Fw\op'g��.,� - C.Hamison10.Schwarz JEHM Engineers,Inc. NER S.rap "PQ Q °"" IH0,2021 V 299-20 TP s`"" AS SHOWN SHEET 2 OF 4 299-20 84SE H0. 299-20 n