Loading...
HomeMy Public PortalAboutWest River Streetscape Construction Plans 1-23-23TOWN OF TRUCKEE IMPROVEMENT PLANS FOR WEST RIVER S TREE T S TREE TS CA PE IMP ROVEMENTS OWNER/DEV ELOPER: TO WN OF TRU CKEE ATTN: JESSICA THOM PSON 10183 TRUCKEE AIR PORT RD TRUCKEE, CA 96161 TEL: 530.582.7700 LO CAT ION M AP L ENGINEER 9222 PROTOTYPE DRIVE LU MOS RENO, NEVA DA 89521 IOI4TEfi TEL: 775. 827.6111 Know what's below. Call before you dig. TOWN CIP C1703 TOWN ENGINEER PLAN /D ES IGN APPROVAL P URS UAW TO GOVERNME YT CODE SECTION8308 A ND TOWN COUNCIL RESOLUTION NO. 2011-12 I DANIEL WILK INS. AS TR UCK EE TO WN ENG INEER. D O HER EBY A PPRO VE THE PLAN N ESI GN OF THIS PRO JECT IN ADVA NCE OF THE CONSTRUCTION THEREO F USING STA NDARDS PREVIOUSLY A PPROV ED FOR CONSTRUCTION OF SUCH PROJECTS. IN DOING SO I HAVE CO NSIDERED ALL REASO NABLE A LTERNATIV ES TO THE A PPROVED PLAN/DESIGN. DATED: TO WN ENG INEER VICINITY MAP PR OJECT L OCATION SHEET IN DEX: NOT ES. ABBREMAP IONS&LEGEND CIA HORI ZONT AL CO NTROL P LAN CI] -C18 UMI ULIIIU N FLAN OF FSITE DEMOLITION PLAN C38 STRIPING PLAN C4.1 • 04 .5 SIGNAGE PLAN CAA •C2 GRADING PLAN LR.1 T3] U I ILII Y PL AN 03 .1 • W S PL ANAND PROFILE Wb • 03.10 OF FSITE UTILITY I MPRO VE MENTS 03.11 • C0.12 SAP P UN C7 .1 • CB OF FSITE B MP P LAN CIA CBAL DET AILS 03.1 .03 .13 STRUCTURAL DET AILS S.-SSD LANDSCAPE SITE FURNISHINGS PLA N L1G•L13 MOBC AP E IRRIGATION PLAN 120 • 123 u FLANLANDSCAPE DET AILS L40 • L43 MBULS ANU FIX IUHL SLHLUULL UGHTINGPUNE1 UTILITY UNDERGROUNDING PLAN UIO•WO UUI L • W!.1 .1 EAST RIV ER UTILITY UNDERGROUNDING (1,,,M BY LAS I LHN SI w KA L NUINLLNIN G) X1 .1-%1 2 EAST RIVER UTILITY CONNECTION DETAILS (PLANS BY EASTERN SI ER RA ENGINEE RING) A13 -X1/1 EAST RIVER DRY UTIUTY DETA)LS (PLANS BY EASTERN SI ER RA ENGINEERING) ALA AL A LU MOS s AS SOCI ATES WEST RIVER STREET H z w w oI ce w a tn w w O_ a� I — w w ce H CALIFORNI A I%i a a C ONF ORMED SET R R C1.0 DRAMS , JT DESIGNED BY: JT CHECKS3 BY MG J. NU.: JStl[ .UNI EX IS TING LE GEND ABBRE VI ATIONS P ROPOSED +NBA GROUND ELEVATION ROCK 110 S • 0 a C EDG PL PAN�E� TO BE RE MOVED CURB &GUTTER CONCRETE UTILITY POLE LIGHT GUY EIRE ELECTRIC TRANS FO MIER ELECTRIC PANEL ELECTRIC CABINET ELECTRIC BOX H ELECTRIC MAN HOLE ELECTRIC OUTLET STOR M ORAN M ANHOLE CATCH BASIN WATE R VALVE IRRIGATION CONTROL V ALVE WATER METER WATER SPIGOT/ HOSE BIB WA TERMAN OLE WATE R VAULT C /VALVE LOM FIRE HYD RANT TELEP HONE M ANHOLE TOLE HONE V AULT SEWER CLEANOUT S CONTROL POINT DAH HIUME RETAINING WALL FENCE GR ADE BREW( FLOW LINE DOTAL CALLON' !!! ►* FOUND SEC TION CO RNERAA S NOTED unLLs • OTHER WISE,74 u O SETSR" REBARANDCAP"PLS IZ818'-UNLESS OTHERWISE NOTED Know what's below. Call before you dig. / ////I AL BC A CC su m BF. IMF BV B VL CB CE LF CO B LIMP COMP LONG CNI P uN O NO EA EC ELL ELED IXRVO (E) FCA FE FES FFFLH FL FLAG Utl V BOW GO H° HGL HP IN N LAT LF LP LI MA X MD° ME mmu MJry U NUI FLAP N IP NTS DC OD UH AS LILES IIUSONWIWEIE PIPE Cr) BOTTO M OF CURB/BEGIN CU RVE BOTTO M OF FOOTING BUTTERFLY V LA VE BUG IN VERT! CALCURVE CATCH BASI1 1 UM UL N CROWN ELEJ ATIOeLunu CUBIC FEETSUMS FE W CURB AND GUTTER CENTER S LA/ SEND CORRUG ATED METAL PIPE COMPACTION CONCRETE CONCR ETE PAD CABLETELM SI ON ULLYN EI EH DRIVEWAY EAST HUSH END CUMIN°REONTAL) ELBOW E LECTRICAL ELEVUIUN END VERTICAL CURVE BUSTING IEKIUH FLANGE COUPLING ADAPTER FINISH E LEVATION FLARED END S ECTION FINISH FLU UN FRONT F ACE OF CURB FINISH IT Y GR ADE HANI FLOW LINE FLANGE FE ET PER SECOND UU !Iry GAS GALV ANIZED INA UELIKEAK GRAMEL DRMEUU{AY GROUND TE VALVE H AT IUI PLU HYDRAULIC GRAD E LINE HI ORIZOMA L FIRPUINI INSIDE DIA AEER IHV ERT ELEVA TION INTERIECTION N LATER AL UNBAR FEET WPOINT LEH N APALM MA MILM DRY DE NSITY MATCH B USTING ILIMINULL M INIMUM MEDHANIGALJOIM MMUMMILFOV RAL MARS HALL DS]NITHLUMLES NORTH U NOT APART NOT TO SCA LE ON CENTER OUTSIDEDIAMETER PI PMI , PL PULL PPI PRC PRVC PVS PVMT D/ 5 D 100 RCP REF HPI HT F AN. RP M SD SL SUNNI 55 SS MH SS RWC SW Itlw U TC TO TOES IUF MX T OW TS TRUtl TRANS I IT UN VELA MaRT VIAL WS VIM MAE YR PROPOSED WREN! LUNLHEIE P AD GRADE POINT OF INTERSEC T ION LIME S! NUN VEHI IL N. LUMM PROPERTY LINE POINT OF COMPOUND CU RVATURE UENLY PO WER POLE POINT OF REVERSE CUR VE POINT OF REVERSEVEMI CAL CURVE PAVEMENT urvw HluL 5 YEAR PE AK FL OW 100 YEAR PEAK FLOW HAUIUS RENFORCED CONCRETE PIPE REFERENCE SUNS NEI URN RADIUS POINT RIGHT RIGHT OF -W AY SOUTH STORM DR AINSI UM, H ULL STREET LIGHT SANITY SEWER DANISANITARY SEINER MANHOLE STANDARD SPEC. FOR PUBLIC WORKS SOCONSTRUCTION I AI I UN SIDEWALK TELEPHONE I Y TOP OF CURB LWBUFF V AL VE TO GRADE TOP OF BER M I UPUFF UUIINU TOP OF WALL TR AFFIC SIG NAL LUL SIDRA DUX TOP OFFAL TRANS RI ON TYPICAL UNLE SS NOTED °THE RESE 'AEU] CR TAT 55YEAR PEAK UU VELD CRY VERTICAL V AL LEY UI IL H QT WATER AND GAS WATER VIUIIEMAEE W ATER SURFACE W ATER V AL VE WEDS] NACRE F ABRIC N OTES: GENER AL I. ALL WORK SHALL CO NFO RA TO THE TO WN OF TRUG BEE ST AND ARDS AND CURRENT THE MANUAL ON UNIFO RM TRAFFICCONTROL DIFIGrAII°NBJ ANLI DE VICES DJ . 3. THE COMP ACTOR SHALL REFER TO THE TOW N OFTRUCKE='S STANDARD DETAILS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRAN° LNG APR £ CON, RUCTI ON JOB BRE CO NFERENGE WITH GOVERNING AGENCIES. ALL UTILITY COMPANIES AND II,AS SHALL BE HELD AT LEAST FORTYEGHT (4&) HOURS, ORTVI] Q) BUSINESS DAYS, PRIOR TO THE START OF CONSTRUCTION AND SHALL COMMUNICATE SCHEDULES, CONTRACTORS MEANANDMEHODS, MATERIALS TO BE USED, AVE] OTHER 4. ALL WORK ETHER DIRECTLY OR INDIRECTLY RELAT E] TO THE PR WEL T SELL BE CO ORDI HATEDWITHT HE APPRO PR ATE UTILITY A GENCIES . O. SPECIFICATIONS, ADD ENDA CHANGE ORDERS, WORK CHANGE DIRE CTIVES, TIED ORDERS, FIFO CHANGES, AND WRITTEN INTERPRET ATIONS AID/ CLARIFIC ATIONS . RECORDS SHALL BE IN GOOD ORDER AND ANNOT ATED TO SHOW CHANGES MADE UU NINU I O. CONTRACTOR SHALL PRO/BENT BRI ALS AND EQUIPMENT SUB MITTALS AND/ OR SHOP DRAMNGS TO THE OWNE RS REPRESENT ATIV E FOR REVIEW P RIOR TO USUtlMII I CS MUS I ALWAYS BE AVAILABLE O NS RE DURING CONSTRUCTION. T. THE COMPACTOR SHALL CAL UNDERGROUND SERVICE ALERT AT 1800-84 92449 TO PRU MUL CONSTRUCTION .FILLUvAI NUNS OF UNUENUNUUNU U ILIA ICS PHIUH I U I HE s I M5I OF 8. THE LOCATION OF MISTING UTILITIES SHOWN ON THB E PLA NS ARE RASE] ON THE BEST INFO RATION AVALABLETO THE ENGINEER . R SHALL BETH£ CONTRACTOR'S OF POSSIBLE CO NFLICTMMTH NB A UTILITY INSTALL ATION P RIOR TO BEGINNING CONSTRUCTION. S HOULDTH E CONTRACTOR FIND PRY DISCREPANCIES BETWEEN D RAWING S•E THE CONTR AC TOR SH ALL NOTIFY THE OWN ER'S REPRESENT ATIV E OR ENGINEER BEFORE PROCEEDING WITH CO NSTRUCTION . IT IS THE CONTRACTORS RES P ONSIBIUTY TO PROTECT AND MAINTAIN ALL BUSTING UTILITIES W HETHER OR 8. THE CONTRACTOR SHALL BE RES PO NS IB LE TO PRO CUREML NECESSARY PERMITS, LICENSE!, INSURANCE P DU CIESUE AY C. AS MBE NECESSARY TO COMPLYWMTH LE OF THEWORK: UNLESS OTHERWISE OBTAINED BYTHE INNER I HEPw L OE.rL 10. THE CONTRACTOR TOR SH ALL P REPAREATR AFFIC CONTROL P LAND PROM OE.PLACE OTHER DEVICES NECESSARYTO CONTROL TRAFFIC THROUGHTHE CONSTRUCTION AREAPND FOR PUBLIC SAFETY. ALT RAFFIC CONTROL OPERATIONS SHALL C OMPLY WITH THE L ATEST MUTCD. AT NO TMEMMLL OBSTRUCTIONS BE LEFT IN THE PREP ARED BTA REGIST BRED U AL ENGINEER OR ATT SAL BRTIFIED PERSONNEL 11 . THE CONTRACTOR AGR EES TO ASSUME SOLE REAP ONSIBILRY FOR JOB SITE LWIND SAF ETY OF AL PERSONS AND PROPERTY, AND FURTHER AGREES TH AT THIS REQUIREMENT S HALL APPLY CONTINUOUSLY AND NOT BE LMITED TO NORMAL WORKING HOURS IN ACCO ROANCENATH THE PRO VISIONS OUTLINED BY THE 12. THE CONTRACTOR S HALL BE S OLELYAN O CO MP LETELY RESPONSIBLE FOR CO MPLBANG£ WITH ALL APPLICABLE PPONS IONS OF OSHA. MANNER. CONFORMING TO ALL THE PERTINENT SAFETY REGULATIONS TO ENSURE TIMELY CO MPLETION OF THE PROJECT . 9 CONSTRUCTION DEBRIS AT THE END OF EACH FU RRY DAY . THE CONTRACTOR SHALLE ANTAN DEBRIS FREE CONSTRUCTION ROUTES . ALUCENT STREETS AND I T ORA LUIS DRAIN EL'VIS . 10 THE CONTRACTOR THROUGHOUT THE DURATION OF THE PR OJECT IN AREAS ASY DELINEATED ON THE PL ANS OR AS DIRECTED BYTHE OWNERS REP RESEM ATIVE . rv u THE CONSTRUCTION AR EA CR EATE A MSUAL B ARRIER OF THE CONSTRUCTION A CTIVITIES FROM THE ADJ ACENT RES IOENCE AND Y ARDS. AND PROTECT VEGET ATION FROM CONSTRUCTION EQUIPMENT. 18 I EQUIPMENT AND M ATERIALS AND OBT AIN PROPER APPROVALS FRO M THE L AID OWN ER AND LOCAL GO VERNING AUTHORITY TO DO SO . CONTRACTOR SHALL BE NESPUNSISL E FU N I HE SIi. CONTRACTOR SHALL BERES P ONSIBLE FOR THE PROTECTION OF ALL MISTING SUR EY MO NLMER 'S AND OTHER SUR VEY AMBERS DURING CONSTRUCTION . IN THE EVENT AMONUM@NT IS DISTURB ED.T HE CONTRACTOR SHALL HAVE THE .AI HIS NAM LI VENS, II V AL BENSEU SU HVEMHIN NHL STATE OF F1W FORNLA 18. CONSTRUCTION HOURS SHALL BEWEEMAYS AVE] BENUEEN THE HOURS AP P ROVED 18 . ALL FIELD CHA NGES MUST BE P REAP P RO VEOYTH E PROJE CT ENGINEER . 20. SHOULD R AP PEART HATTHEW ORK TO BE DONNE DRANYBMTTER RELATIV E NHE CO !TR ACTOR SHALL CO NTA CTT HE O WNER'S REP RESEM ATIVE OR PR OJECT NT ENGINEER FOR SUCH FURTHER BOL AWOIONS AS MAY BE NECESSARY. 21. ALL SAL VA GED !ARTERIALS ARETHE PROPERTY OF THE OWNER AND SHALL BE PALL EII ZEU UNSII L UNLES S U I HEHIPM EAN HANUE u VII H I HE U VON EHA rvaUH PROJECT ENGINEER .TT THE OWNER IS RESPONSIBLE FOR FURNISHING QUALIFI S] BRE INSPECTIONS AS 21. ALL STEPS AVE] HAI DRALLING SHALLMEET THE LATEST CANORNIABUI WING CODE REQUIREMENTS. UNDERGROUND UTILRES M. THE CONTRACTOR SHALL FIELD V ERIFY UTILITY LOCATIONS NEAR OR WITHINTHE BEGINNING NCO NSTRUCTION. IT SHALL BE THE REAP ONSIBILRY OF THE CONTRACTOR TO ARRANGE FORTH£ NECESSARY RELOCATION OF PRY UTILITY. THE CONTRACTOR SEAL NOTIFYALL UTILITY COMPANIES IOW LAVED AT L EAST FORTY-EIGHT (98) II 25. NO OTHER UTIUTIES MA Y BE PLA CEDINAWWTER OR SEW ERT R @NCH . 28. ALL VALVE BOXES. MANHOLE STRUCTURES.AND GLEN OUTS SHALL BE MA RKS] 27. CONTRACTOR SHALL SUPT ORTT RENON SIDEAWLLS IN MCORDAICEVITH ALL APPLICABLE LA WS A ND GOV ERNING SA FETY REGULATIONS . SH EETING OR SHORING SHALL CONFORM TO LOC AL REGULAT IONS AND O S HA STANDARDS . m US LvutAMY LA TERALS ARE DAIM ED.ANY SEWER PIP£THAT IS ABANDONED AND ENCOUNTE RED SHALL BE REMOVED AND DISP OS ED OF PROPERLY. CONTRACTOR SHA LL LO U A. CONTRPCTORISHALL PALM UTILITY BOXES P ER OWNERS COLOR CHOICE FOR ALL BUILDINGS IN TH M ODIFIED UTILRI ES. GRADING. EMGM/A EON 8: SURFACE IMPROVEMENTS 30. THE CONTRA CTOR IS RESPONSIBLE FOR PERFOR MING TH ER OW N QUA NTITY TAK EOFF AND SHALL BUDGE THE PROJECT ACCORDINGLY . ALL IXCESS GRADING MATERIALS SHALL BE DISPOSED OF OF FSITE . 31. I HE S UNS E NUI NEE N SHALL COMPACTION R S] UIR BAENTS ARE MET . LtwI Huw HKA nuDH Aan u luL unLIR W 32 . CONTRACTOR SHALL PROTECT BUSTING PAVING. CONCRETE. LANDSCAPING. CALLED OUT FOR REPLACE MENT. COMPACTOR SHALL REPAIR/REP LACE LINT DAMAGED BY FORCES UNDER THEIR EMPLOY OR CONTRACT . S I INSIDETHE EDGE OF P AVEMENT TO A NE AT. STRIGHTUNE AND RE MO VED .THE MP USED P AVEMENT TIE IN EDGES S HALL BE METICULOUSLY CLEA NS] °F ALL LOOSE BMTERIAL ANDT HEN TR EATEDWITH B R L MINO US BALLS ION PRIOR TOAANU. IHE PRANG. D ASEMD HAL 4I EHIFLS S HALL LIE ULUANU H tl. U MY ALIFU P ENVINU NMEN 39 . ALL CONSTRUCTION S HALL BE PERFORMED INLDIPLI ANCEWITHT HE NATIONAL POLLUT ANT DISCHA RGE ELI MINATION SYSTBA(NP DES) . CONT RACTOR IS 35 . INSTALL ATION ANDRAI NTENANCE OF EROSION CONTROL MEASURES GOETHE RESPONSIBILITY OF THE CO NT RACTOR.T HE CONTRACTOR SHALL BE RESPONSIBLE I DR. SYSTEM. NATURAL DRAINAGE COURSES . AND/OR INTRUDING UPO NALUCENT ROADWAYS AND PROPERTIES . EROSION CONTROL MEASURES SHOWN ON THESE P LANS ARE INTENDED AS AG UIDE ADDITIONAL EROSION COMROLMFASURES MAY THROUGHOUT THE COURSE OF CONSTRUCTION AND UMIL ALL DISTURBED AREAS HAVE BECO ME STABILIZ ED AND SHALL NOT BE LMITED TO NET WEATH ER PERIODS . I HE S UN! FA S! UN 15 N ESP UNSIIILL FUN SNI PPY UP URI LS . 38. THE CONT RA CTOR S HALL MANTA! N AN ONGOING DUST CONTROL PROGR AM INCLUDING 'WATERING OF OPEN AR EAS . TO CO NFO RA WITH THE LATEST FEDE RA L STATE . AID W UMY AIR POLLUTION REGULATIONS. CONTR ACTOR IS RESPONSIBLE 37. ALL AREAS DISTURB ED AND LEF T UNDEVELOPED FOR APERIO O OF MORE THAN30 D AYS SHALL BE STAB IUZED BY THE AP PLICA T ION OF AV ARPR OVED DUST PALLIATIVE UN YUNUM ULSH . 38 . THE CONTRACTOR SHALL IDEMIFYA STANDBY GREIF/FOR EM ERGENCY WO REMO THEY SHALL B EAJAILABLE AT ALL TI MES. MATERIAL NEGESSARYTO FACILIT ATE R APID CONSTRUCTION OF TEMPORARY DEVICES °RTC, REPAIR DAMMED EROSION UU HUL EAS EKES SHI LL DE MAIMELE U NS I E ANU SI UUKP ILEU AI AP PH O2U LOCATIONS . JN . PROTEDTIVE MEASURES AND TEMPORARY DRAINAGE PRO VISIONS SHALL BE USED nIs 90. AFT ER A R AINSTO RA. ALL SILT AND DEBRIS SH ALL BE R EM OVED FR OM CHECK BER MS A ND DES ILTING F ACIL RIES. G RADED SLOP E SURFACE PROTE CTION 41. FILL SLOPES ATTHE PR WELT P ERIMETER MUST ORAN AW AY FRO M THETOP OFTHE SLOP EAT THE END OF EACH WORKING D AY. 9[. ALL DISTURBED A REAS ARE REQUIRED TO NAG A PALUATIV £APPLIED FOR DUST 93 . uns ALL AR EAS DISTURBED BECA USE OF THE WO RK SHALL BE REVEGETATED IA AG CORDANGE WITH INDUS TRY BEST MANAGEMENT P RACTICES. MMEDIATE V PREPARE ADEWAT EKING P LAN, AND OBTAIN APPRO VAL FRONT HE O WNERS REPRESENT ATIVE BEFORE P ROCEEDING MMTHMAGRK . DEMATERING ACTIVITIES MAY REl LIRE THE CONTRACTOR TO G BR AN ADISCHM GEE LMP NG OBTAIN :,11,11;11,1Z114.1 UH PS]MITS. L. II SHALL LIE I HE SUM NAM UNS HEMUNSILIIU Iv I 90. ALL STREETS SHALL B EM ALMAINED FREE OF DUSTAND MUD CAUSED BY GRADING UP EL/AAIUN S. DUST CONTROL uHE S P LBA@ RED IN ATM.)/ MA NNER DURING ALL P EASES OF PROJECT M AHL DEVELO PMENT AND CONSTRUCTION. 4 WAT ERED, TRE ATED, OR COV ERED TO PREVENT FUGITI VE GUST FROM LE4ANG THE PROPERTY BOUNDA RIES AND/OR CA USING APUBUC NUISANC E WATERING DURING SIM MER MONTHS SHOULD OCCUR AT LBMT TWICE DAILY, E RN COMPL ETE 98 . ALL AREAS WITH V£HICLETRAFFIC SHALL BE WATERED OR HI KE DUST PALLIATIVE IPPUEDAS NECESSARY TO MINIMIZE GUST EMISSIONS . W A LL URILLE I HALF B SHALL DE U MIIED U ASYEEU OF ID/ MPH UN UNPAVED ROADS 50 . ALL LANG CLEARING, GRMING,EARTH MOVING, OR MCW ATION ACTMFIES ON PROJECT SHALL BE SUS P ER OS] AS NECESSARY TO PREVENT EMESSIV£ 51. ALL INACTI VE PORTIONS OFTHE DE VELOPMENT SITE S HALL BE CO VERED . S EEDED . O RN WTERED OR OTHERWISE STABILIZED UM IL ASU RAB LE LOVER IS ES TABLISHED. 02 U OR SECURELY COVERED TO PREV ENT IT FR EE BEING ENTRAINED IN THE AR A ND THERE MUST BE AMINMIM OF SE DE INCHES OF FREEBOARD INT HE BS] OF THE 53 . PAN ED STREETS AERO BE TO THE PROJECT S HALL BE SW EPT OR W AS HEDAT THE END OF EA CH DAY. [ NACRE FREQUENTLY IF NEGESS ARY.TO REAP/ERG BS NE A CCUMU LATIONS OR VISIBLY R AISED AREAS OF SOIL WHICH MAY HAVE RESULTED TOTAL DISTURBS OA REA w 0 .18 ACRES FOR UND ERGROUND UTILITIES S B RB�kESFOMAIULAL ) STREET PARKING AREA STAGING LUM&1 AS S WEST RIVER STREET 0 Z F W ZC7 W W O • z �z a O w a U I - w w I - w ce ce m w O z • CALIFORNI A I%i S S C ONF ORMED SET S S C1.1 DRAWN BY: DESIGNED BY: CHECKS] BY: Jr MG MG Know what's below. Call before you dig. TEMPORARY CONTROL POINT DATA .380107 E5813➢8UN u[ TPPYIIUN .51178➢5 707TON. 800 2250882 .43 707791892 90899 TP A 885 .51109➢9 707777838 581520 TPC 1581 .[5107191 707789999 917➢8 TPD 5323 .50071.18 7077383.13 920.95 TPE f001 .[5081481 . 707888395 92093 TPH f075 3250 384 .11 7077120 .90 91927 TP TIN wen =maw MTrstl9T1a 88[23[ TPI BASIFO FFBEARING NIUUEU {L.NYUN-[U I U) LINE[- U8 SUM.. SULI DISTANCE ARE GROUND . REMINDS ARE GRID PROJECT COMBINATION FACTOR =0989897370 SU YE MUM. U. 114NUHIU 5 I AI E PLANE SUM,' NOTES: i—SORUE 'i4170% PERFORMED BY.. AND NM -.IS LIALE UN INH W tlLrvLX MW1K Po[I '[Ylu Kaul6l) #6076 T #6001 — t ;` _ .. .. l ' f #280 SHEET C X.2 , 6 + III dl I I I'f I I I I I 1 1 1 1 1 F #.175 „,,�, , , Hiia,. 83750 „I,I, q • SHEETCX .6 SHEETCX3 \ SHEE T CX 4 ;; #1661 965 �. SHEET CX.1 �r .a V\6. : � 0770 ' YY E 116 13 12 SU . lo S - lua �ihw � !u r . Rw4 "' ,�t3w5 1]190 1 _ 07]250589➢9 E:7078T75. �l 'G - / 9 #5323 3� m s sRa . ..� 1 v� VT . \ % 9iy, ak1� UNDERGROUNDING SHEET INDEX 1" =80' CIVIL SHEET INDEX 1"=50' LUM OS 6 AS SOCIATES TEL i5.216111 ll S WEST RIVER STREET ww • w w CCW a • z W 9a a -i • 0 ce wF Z w 0 Q U H- CALIFORNI A I%i a C ONF ORMED SET R C1.2 DRAM BY: JT DESIGNED BY: JT CHECKS MG J. NUBY BBUS .ULU Know what's below. Call befo ta o — 1+c9 II 113101 TM Or NwW91.40,1 90. • ` 1 WS: 600,2t 14001003.01,2 15. E mE B9. 00 IE Mgt Ero =s �. I'm Bn r. arB 6.0Y 0.0WE•3 es R 4a9z as°E a w' a o' " EYE_LE. -' T� a aaa.QrE s . / / / esza ae.o / . --- 10W87 0. /"..-- 1111 II caoxan VA .��"'eaz a r, -- I / / / 1{l / / a 1 o �� / 09 W RIVE' / ' PP 019130-m / / I j/ // . ... ...-- ./ I W. RIVE R STREET NPNB19a9u ME I w YK un..., 6n -J o iII R 13 rt1SYa " 101�9M&VER— / / ��tt9a'6 R a�a h aYa� 1018] RIVERS LP18-15 051 r a. AS OCIATES NB .7 p. 0/30/ 24 07/ 0 - O WN BY: O HSETNEO BY: J. NT" C ONF ORMED SET CALIFORNI A a a LEJ Jln r - / // / // 895 1' 53.19Y z. wa 1 z'z1B J — mlaa. 1r E n cE mm' I c ro, a0 4/ — Know what's below. Call before you dig . C1.4 10iB191W. ST ANU / — /- — / / -/ - —/ / / / - / / // / / -..., ;...-:„:„ ..:„.. - // -'-/—//-- ta�ei'oe `'0.91 1 LPN 010-130.93 f + J — ! -e .19 ` 91.5] E .T,rn59.a1 N:22.3110 11:22 10,517. .1.1. E:707713. 1.13 70 7/11857 MIN? 2.2T ,3M e, a,ne9 . 1,1 OM 11 NnaeS W. RI VE R ST REET N81,>as4SYE 19.e NB9„m ,�5 WAI T ero,9lmra 2.50 9.1. 03 NN4° z1.B rE 41 .0 5 WERNER APN 019-09 609 6 3 =10 Q F LLJMQ S s Na .7 p. 0/30/ 24 CIV41- C ONF ORMED SET CALIFORNI A a a a DRAWN BY: Jf DESIGNED BY: MG Know what's below . Call before yo u dig. - / / / .-- / / / / / / / / / / //-- / / --- ,- / / / / / / / / / / 1E0 RY A / ▪ / l 10141 W RM ER 3T A PN 019090-33 / 4. .4. 03 m 63037210.10 Nnaa eurs ms3' � u r 10131 WRIM ED 3 fAN 019-0003 3 W. RIYER.REE T / / - - / / -/ / / ▪ / / / // / /////// / / / / /-4' ▪ / / / // / rowza I N EMS 71.00 Dm• 4030.30, 7.07 •H H H / 9TreasBse c .on34O6B 10110 11.01.1. HEWN CONSTRUCTION 1PN 019-0303 1 y 1 LLJMQ S s WEST RIVER STREET STREETSCAPE IMPROVEMENTS HORIZ ONTAL C ONTR OL PLAN OOLIFOFNI A I%i a II ..� / / / / / .. .- --T -- -- - //-- /7100.7 .N -r41:14 /// ////// / / / 10095WRNER ST / `' //// T.wG NU r u'[uu0 /////r / / /� / / �/ •--4 / / / / / / / / / / / / / / / /-//i/-/�//ice / ///- //////////s-."/ / / - / / - / .-/ / -H C ONF ORMED SET a R C1.5 OWN V: DESIGNED BY: CHECKJ. NU.: BY Jr MG MG 00tl[000 W� J `xc'i PAI T `[ mnx m. n -I N1WV3A&ffE 4.366 5 -I .e� ,a-I.Bs• 'N 011112 11 32016 10. 75 6 70771611.16 NUM PP 2261616.BD 195926. 7256 19.56, e T1n1B B.eB .. 67 117733 177 ']01 Ex 3Po lE MCI 11 .651061.20 •7077560 16 6707756121 E 70% 676 x7OW 3 &S ne at sTCW e:asiv 238 .39' 9]O5 tl30. 70661 261.11 11,7631675.177 61707761 626 taVil 6,_1445. L_,983 x777; 61 e,B a,e55@. 6,31 .,7615 0 6, � ----------------- --------- - 61.67 rt 1009 W RNBV ST AP N 0194 96 45 ¢r'" -no w . tjbe ro • w� Z u ■ 766 171.66 7716 DE 66 1.5 .106, 5WNER9T APN 019-09649 / W. R IVER STR EET I11706,12. 66E E. 7077660.71 7,614 .9 10099 W RIVER ST OL nONINIHOUSE PII, 1 0.00 \ E707I6N.•4� . BEN MAN A2 2150977. W RRER 019-090-44 ®t 6.86 � TOW'9a e `EST] &tiy1. 7, 10039 RIVER ST 619u4 6.23 LIN OS& �s IATES TEM i5.216111 NB .7 p. 0/30/ DRAWN BY: DESIGNED BY: CHECKS:I BY: J. NU.: C ONF ORMED SET CALIFORNI A I� N"'"; '''— 'N\ ,s' "; ''' T j�e�,�,xNxO Ix.,on�az 212 2251 11, 2911125, VrAtT9 217222212.1 NAV A N 2200 ,42 2512022.112 ,21.11, oam01lef cxo3s rs.or e A „11 -C 712227242 `` xi 111` I'1\ -.1_, B00N1131.22• E�. Or 1122 .321170.62 ssppz 'W,. .10. rt. TO T 0•�Ero 0 n0 x— �mR : :It wcr 22 0.21 2 1003111V RIVER BT /I1 NNCHPIN STRUCTURAL / APN 01&15603 - IV. RIVE R STREET / — / // 12111▪ 2221,1,1,21 APN01S150. 04 .J 12140 12.25 1-1 Know what's b el ow. Call before you dig ` OS & 4SS OCIATES 1221 .1i5 .221611141111222 .1.1112291122.2012 WEST RIVER STREET STREETSCAPE IMPROVEMENTS HORIZ ONTAL C ONTR OL PLAN OOLIFOFNI A I%i a C ONF ORMED SET a a C1.7 DRAWN BY: DESIGNED BY: CHECKI II BY: J. NU.: • - VOTPSIZI 1,0 ”.31 rv.o r.ewx]rf 2.v � lwrca 1]\ r:TM= LAIHr .1 NUMB 6r1HJ .n tMI MOSAS r,.„. Pt 6v16 .: [ .AI H01N TWA,— """'51 1qp r n:na:.M CA1Ai69, witting. aAin.nel 101M;1.1.• y // // / / // // / /, /// /// /////� n / / / / / / / - / / / --- / / / / / / rinsr]6d'f 2.w wmerxv t ..v ' SLAM I�iHL ria.Y]Di .rt ..161 . 1 .16Y 41 IP a MT P'aarf PIN E mor. .0 iA.A.1 iPS]rau =Mg Mq0LS / / / / / / / / / / / / y6; 2..]01:61] 4014.911.1,1 Know what's below . Call before you dig LU1MQS & ASSOCIATES C ONFORMED SET a a C1.8 M ANN BY: JT DESIGNED BY: MG CHECKED BY JUN NU.: NOtl[UNI ADA RAMP 0 N SCALE: 1" = 5' t ram tau ADA RAMP SC ALE: 1"=9 0 ADA RAMP SCALE: 1" =9 ADA RAMP SCA LE: V= 5' 0 .6.521 AT I Mm \LiM 8 IY ?D ANr\ i Alm e� 7 QiElAKt6 L AIi�OY .iE L AiAYM ADA RAMP I SC A.:1 "=9 ADA RAMP 0 SCA.: 1"=9 0 Know what's below. C all before you dig LLUMO S &AS SOCI ATES VILINSZIE "" C ONF ORMED SET a ItIZV C1.9 DRAM BY: Jr DESIGNED BY: MG CHECKE]BY MG .�y tl �, 4Plds ' I , \\\\Ill r11-1-4� Ll 1\\\\\ \\\\\\\\ v01 N I I MILL STR EET \ r- FL 6PVCIN� Sata3FA9T L0E aA EN O1 FL wc o ur=salss sou m ALIGMAENT'W RE PR OJEC T S TREETS CAPE LIMIT S 04UT& TRBIC HH 1.00_ _ F STORM ORA N (REF. UTILITY PLA N) SAWCUTTING & TRENCHING FOR DRY UTIUTIES(REF. MUTT UM NUUNU I NU PLAN DESIGN) OHL1 ovIM� OFF UNI ON M ET AL/FAIL FE N_E Know what's below . Call before you dig . L NBI TIS: wEN0&AAO Lnw LAR D(PECT�E DTO SIN wRus TO 2. oH ETOWNuFF TRUC TH E METER & COITTP WILL a.ocmRDINATET AINS LL w/THETOW N OF TRUCKEE APN019 010-103 I OMIW 45 10 CLEAR & GRUB EC CRUBHEG AC ANG AGGREGA TE PULVERIZE RZE & COIR RACTOF TO COORDINATE IMTH TE AM REPREiEMA TN E. FT --532.3. 9 011010 3 STRI.CTL'PE 10198 MI RIVER ST AP NO19.130-00 U TILITY UNE RE MOVILS . CAUTIO N EL GAS LINE CONTRAC TOR SHALL FIELD ',HP PHESENVE &PRITECT.&COORDINATE w KINDMORGA N (TOP) OP) ESGD PFRIO ATERFF 0FG. EMS RI'Y TO BE RASED T0 FOE SRUw v c HH Renov se ,o6e. Ei. F S OPOP £ r. u ERTO UTO UNJTYPI AM o MY CH EL DI TO R&M IN PLACE ni PR ESERLE & PROTECF uAu�wstu�utu0 R EMOVE&DISPOSE OF EL BOLLARD OA FBAOL E&OSE UF Gt . !ULPIA. 10191 ST A PPN M&13 0[C __ OHW GH W Tgrum 1018] W R ARER S APN018-13 051 LUM OS & AS SQCIATES TPL .,,ae WEST RIVER STREET I- z W • Q ce • a z w d J < 0 O UJ w w 0 w w ce CALIFORNI A I%i a C ONF ORMED SET 05 C2.1 DRAM BY: JT DESIGNED BY: MG CHECKS) BY MG J. NU.: 95tl[ .UW ZIM [dr— J u EN -. -. • I o ° off I Know what's below. Call before you dig . I ��- 0i1Y OrIW GENER AL N OTE. wl. aRnDE Ha,n EsPEaIX Eo ORE wIruwl, T� E DIST URBED MEP . THE cw N OF TRUCIEE WILL REIna E.NT ORE AND REINST ALL F ANKI NU METERS . CONTRAC TOR IS TO COON NINATE TI MING w/ THE TON G! OF TRUCKEE . OHW �T OHW SALV AGE IX. SIGN. CONTRACTOR u KuuNuiN m N an! Ni wan REPRESENTA TIVE . PULVERff& REMOVE IX. AC CLEAR & GRUB BC AUA I RUHLUA L AN D -�_ awaa R�7 Mu ,A GASSUAD 1ST WRM1ERS LPN 016-13051 PROPERTY UN (TYE) OA' IX.UTILITYPOLETO BE RBMOVEDBY OTHERS CONTRACTOR S HALL FIELD VERIFY LOCATION. PRESERVE&PROTECT. & UULE UINAIEW KI UEH M ORGAN (TOP) PRESIEWE& PROTECT IX. WATER BOX. LID 1 TO BE R AISED TO FT 1017 UI9 VVRDER ST H OF 9( .44 13 DST TN RBMOYE& DISPOSE OF IX. v SHALL SEC URE RBMWNING FENCEM ATH NEW BID POST. 1018] WRM ER ST APN01913O96 IX. PA VE RS TO BE RBA OVED A ND RESET. CONTRA CTOR TO SPOSSIBLE CONTRACTOR TO CO ORDINATEw 1 OW NER IF YAvt REMOVE&DISPOSE OF R. BOARD NBG) U FS OEN t u1 UUUIHUIINU I N UI REF ER TO SHEETS U10 • LN.O FOR U TILITY LINE R BAOVLLS. OHW OH W uNusNm u AND AGGREGATE OHW OHN UMW UlUYUUE OF MC CONCR ETE RBAO-E IX. W. RIV ER S TRE ET / CURB&GIITTM / MTOD STAIRS RAWER BE M. UD TO Be PNSr RBMOb E&DISPOSE EDTO FG . R. STEP LOCATION_ w e fl E IGTURE CONCRETE&STEP TO BE REMOVED 10153 TURNE R ST G ARDEN F DLL`, BUILDING 1, MUTIN G SNYUCN NE POR CH ENTRA NCE TWD BY O NUY EBE FII W AN. I Nu W. BENT BOX tLI OHS GHW E XIST PM STRUATURY NI L U111.11 .1 M ULEN TR ANSFO MAER TO BE RBBA TNED BY OTHERS REMOVE&DISPOSE OF R. CH AN L AIK 1 ', TN 019.000-39 ', TN OHW BE R BBA OYED & REPL ACE./ LLIMO S AS 8QCIATES TEL 1i58 WEST RIVER STREET I- z w • -J ce • a 0 w -J d < 0 O UJ cow I -w o w w ce CALIFORNI A I%i a ASP HALT NC C ONF ORMED SET R a C2.2 DRAWN BY: JT DESIGNED BY: MG J. NU.: BY . JO NL .ULO a OH DECK EL=ssaT ETRUCFURE 10141 W RIVER ST A PN 01&080-33 lY qv„. I Know what's below. Call before yo u dig IEKINT INUS TRUCTURE OHW OHW GENER AL NOTE S: L. NSHORAET AREEKPEC DTOR wR�NTHE [ TTHE TORN AR EALF RTRUCKEE WILL REMOV E. STORE AND REI NST ALL M. NETER& ODATR AC OR IS TO COORGI Nitre Tim. FAR THEY.. TRICKEE . / DEMO& DISPOSEOF IX. CONCRETE CURB &GUTTER N SPLALY EAR RIN G PRESER VE& KROTPILf CT RR TIES 10131 NARIv8R LPN 018-0003 IXISTING STRUCTURE OH OH W IX .LE ki t XINGNN ARAN/A.1 IP UUNUWRY(I YO) PULV ERIZE&REMOVE BC AC u LANDSCAP E BOULDERS TO BE RELOCATED& STOCKPILE, THETENIP DR AM' STAGING AR EA. (SEE MAP SHEETS EE FB FOR LOCATION„ B(CESS tlUUW PROJECT COM PLE TION. IUH IU ROTE: 'pJJ LULL W IL RY LINE REMO VALS. O HY? OH W OHW O HW 0H PRESERVE&PROF ET IX. WATER BOX. LID TO ELMS., IUFU. PRES ER E &PROTECT CONCRE TE STEP BC CO NCREFE LANDING EHREPU +CED AND STEP TO BE RE MOV ED IA H ) EU ERLAV Ad NEYYH AMO A I BU SIINU STRUCTURE RESER VE &PROTECT En. M.IER VALVE M.. LIDS TO BE PASS]TO FG MAN .2,1515LBE UL N5 .54: REMOVE&DISPOSE OF IX. DROP INLET . AC CURB 5310 HUE PRES ERVERPROTECT BC LIJO TCl NORTHERN PIPE GRATETO BE WNSEDT0 FINISH G WADE 10115 W RIVE R ST HESUN CONSTRUC TION AYNG1, .. 1,1 011 W STRUC TURE OHW CA UTION, EC G AS LIN E CONTRACT RK OR SHALL FIELD PRESE RV E& PROTECT. & LOO M] MATE NA KINDER MUH LA N (I YR) BUSTING 51 HUU1 U. REMOVE&DISPOSE OF ELL. SLOT MAMTED Sul R®LIGHT 5 LPN 018-0003 0 BL UTIL RY POLE TO BE R EMAIN OHW OH WT E(CE 3 BUSTING MATERIAL TO BE OFF HAUL B3. LANDS CAPE BOULDERS TO BE RELOLW E] & ( EE B MP SHWTS FOR LOCATION . IXCESS BOULDERS TO BE OFFJECT C O P LET, TO PROJECT COMPLETION. YB(. SE WER MA NHOLE . UD TO BE RN BED TO FG . IXCESS !DUSTING MATERIAL TO BE 0FFHAULED. LANDSCAPE BOULDERS TO BE RELOCATED& STOCKPILED IN THE T EMP 0 RM Y STAGING AREA MEE RMO S HE ELS L UH LULAII UN) .. UES5 BOULDERS TO BE OF E WU LED PRIOR TO PR CU. COMPLETION. S ALVAGE IX . SIGN. CONTRACT OR TO COORDI NATE WTT„TOW N REPRE SENTATIVE. SALVAGE BC SIGN. COM A CTOR uuuHu Elm H 1 W W1REPRESENT ATIVE. u P &OXBN0LE 11 nII REMOVE&013POBE OF IX. WDOO DECK &IX PO STS .CO MRACTOR SHALL COORDMATEwI [MASER &TOWS PRIOR TO R EMO VAL . II PRESERV E&PREMELT IXISTING IX .WATER BOX . LID STRUC TURE IU BE MSE U I U tu. 1008500 RI VER ST T AHOE SPOR TS HUB NO LUM OS 6 AS SOCIATES ZOINZE D'" WEST RIVER STREET co I- z w w• z O • Q ce a O w d • 0 co• w W 0 w ce CALIFORNI A I%i a C ONF ORMED SET N) C2.3 DRAWN BY: JT DESIGNED BY: JT CHECKI II BY MG J. NU.: 0.2 .0011 5818 RE ST ' HUBzu 0 0 OEHIRAL A 1. C JNTP AOTOR SHALL PAISEALL E XISTING WILR Y U0.5 TO o I ORADET HAT ARE E,PE tTEORE M...THIN TO REOWTHIN THE LS TuRBB2 &REM SHA H METM1Rr - 2. THE Tew N OPT RUCIB EWILL REM OVE.ST ORE &Nu R UNS TUL N Know what's below. ICall before you dig. ='o 2 a EXISTING P AH nN u ro w. u 0E M OZE ENIT,R LFOR HI COORDINA TEWR H TOWN I APN 018-090.951 R HINO NETER9 C ONTR ACTOR @ TOCCCu umA TEnMINO HFMN2 &NSP USE LIGHT W. LRAM REMOVE&DISPOSE OF /' V. CH alWI5nvr_— N ,I Htlwu nullNUL Htt . wo o B�GN &DISPOSEOF — fie LU/ SPLVPGEIX .SIGN . G BAO&GISPOSEOF CO O RDIN ATE WITH TOWN SELV AGE R. SIGN . NNAI tUNI HI OWN t n. NL L UHBF vv) WRES BNF ATN £ UH REPRESENT ATIV E REPRESENT ATI VE . „V . `COORGINATENATF TOP SLOP S / S REPRESENT ATI VE. °'''''T a ES OF S(. GPB CO ORDINATEUNT HTOW M REPRESENTATIVE RE MOVE& DISPOSE OF E:. LIGHT twui HE AL RNSEDTO GRADEuu IU Ut df U RAOC ATELONTRALTOR TO COORDINATE WIT H TO WN HWENIAI IX .IIFIUTYBW: TO PULVERIZ E 6 AE Mbs E <SPLVPGE IXeSION1 . U RE RESBITIR ME IU I CONCRE TEA P RONIX i PULVE Rff& REMOVE IX. PL OEM° & RE MOVE IX. PAVE RS RA MP STRUCTURE B (. UTILITY POLE MO GUY TO BE REMOVE D FFaBIi U RELOCATED. COMPACT OR TO C°ORDINATE WITH TOWN REPRESENTATIVE . 10025 W RIV ER ST APN 018-09048 SALVA GE W. SIGN. CONTRACT OR TO HWWIV E PROTECT la AT &T SN BOX B(. BOLLARD (TYP OF5) ,• LOORDIWATEWITHTNNN REPRESENT AT IVE. 0Aim TO' b;" PRESERVE&PROTECT IX . SEWER MANHOLE LID REMOVE& DISPOSE OF IX. UGNT DE MO & DISPOS°F IX . SAL VAGE BC SIGN . LOOM] H WHWEHTO WN NI1U I VG CONTRACTOR SHALL COOK DINATE WITH INE wo n uE mum. 0Hi uH !Limo W RIVER .R EST MPROVEMENTS. LONSTRUCTIONIN W. �/�055WR NEi ST . TOWN REPRESENTA TIVE. `COMPACTOR TO N uUUN UI rvW tUN H I TOWN REPRESENT ATIV E. BC WATER VALVES. U DS_ TO BE RASSEDTO FG. PRES ERE & PROTECT IX. BUSHES 1E000 NMI,. ST OLDT MINI HOUSE MN 010000.25 LINE (<rP) tH PRE SER VE&PROTECT.& • COORDINATE W KIND ER MUHGAN (I PP) IX. W ILRY UL t I Bt litluILI VtUblY HERS CA M — p AR5L9G H W Z S1 ABW:218.0 GAM. REM OVE &.AC PRIV ATE PARKING NOTE: t uH UTILE-TUNE R EMOVALS . wu RE MOVE & DISPOSE OF IX. LIG HT S ALV AGE ET. SIGN. EXCESS BUSTING MATERWL TO BE OFFHAULE . STOCW LED INT HET BMPORARY STAGING AREA (SEE BMP SHEEN FOR LOCIPION) EXCESS BOULDERS TO BE °FFHAUL®PRIORY° 100555 WURIVER S S ALV AGE W. SIGN. COORDINATE WT 'H ST 10020WRI MER BUSTING S UH L 14 LUMO S & AS BQCIATES TEL„:„ WEST RIVER STREET co I- z w w • z • Q 0 0 d 0 w d < 0 O UJ w w 0 w w ce CALIFORNI A I%i a C ONF ORMED SET a a C2.4 DRAWN BY: JT DESIGNED BY: JT CHECKB:1 BY MG J. NU.: WI2UW W DEMO R DISPOSE OF BC DUMPSTER ENCLOSURE . Z CONTRACTOR SHALL LOO ROINATE WITH THE. HMETPI1RNLfENCE — E1 TRASH COLLECTION CO MPANY FORAT BMP MARY O 1Y C ueMuauls uFR — Dnn OHS OHS TOP CF e � X• ULMYSI[H LULHI NN IX . CONCRETE PAD 0 BA0&DISPOSE OF —y TUEUFa �.. BC AC CURB (FM \ _ � ` — NER ST IX SALV AGE B:. N1 H GN. lu v ury ES REPRENTATIVE. OFFHAULED. LANDSCAPE BOULDERS TO BE RELOCA TED& STOCKPILED IN THE J•,� • TE MPORAR Y STAGGING AREA (SEE BM P�F. IS KIK LULNIUN). lriUES'S' tlUULUEHS T6BEOFF-HA ULED PRIOR TO PR0 ELT COM P LEFT ON. LU SALV AG E IX. SIGNS .. UHUF EPRBENFA TIU£. ' ^ PULVEREE& REMOTE EC AC ss H UINUH L �'33 RER `. REMOVE& DISPOSE OF IX. // HMIU VL a uAExUUGHf / PRESERV E&PROTECT IX . SO L UOS TO BE RAISETOFe . MUSE OF EC BOLLARD .. // EC PARKING M ETER TO BE / TO COORDINWE WTTH TOWN REPRESENTATIVE PUL VER<GF&R EM VG IX. AC PRESERVE&PROTECT IX. SEEDER M ANHOLE. Pn'N EE LID TO BE PAS EDTOEDTO FO. m \ NOTE: REM TO SHEETS U10 • LX.O FOR U111.111. U NE 111.141U,PLS. 101.1.141, u RIVER ST I SALVAGE IX . SIGN RE MOVE& 015P65E OF REPRESENT ATIVE . !W ANx.ING IX. LIGHT \ EY5 USruRE SALVAGE a. SIC N. COORDINATEWTHU' HLs tnHTOWN ln o ECK EL -.551 IXISTING RE MOVE& DISPOSE OF E (. CUHtlMUN IEH 1003111V RIVER ST UNCHAIN STRUCTURA L APN 019-15603 IX LESS IXISTING MATERIALT0 BE OFF WU LED. LANDSCAPE BOULDERS TO BE RELOC ATED&SFOLKPILE0INTHE MIP S HE EFSFORLOC ATIOM B:CESSBOULOERS TO BE OFF-HW I E0 PRIOR TO PROJE CT X OJN CR ETESIOEWA IK uwR&AND °U TTER DECK EI 11H IXISTING STRUCTURE 1SE R ST W1NI 0ut U15 W INkH511 M 8019. 150, 04 PROPERTY LINE (TOP) PS SLOE I ONN'TLPOF YI� Ua uIJHVI D ECK EL,u1s.l 10009 W RIVE R SF AP N019.150 -W IXISTING STRUCTUR E wt's below. I I before you dig . 11 . IALaDT , NT OR H G!X!R !3: FINI .SI .rmaain E &v rECTEDTT O EMN WITHINT O OHE TR EOAHEA 1. I( PARKING METERS . CCNTPACTORIIST 000CROPATETI MIN3 W THE T OWN OF TRUCKEE. _E.uaLk__= � 55' L ( I 0,„,=',Z,,1DF CK S AWCUT &TRENCH (L MAOETRENCH• t1]0 SF PROPOSED UT`, NECESSARYFOR PROPOS®UFIUTY UNOE<GROUNOINC ISLE UI I LII r UNUL HUHUUNUI NU Yuwa I HL EAS T RIV ER STRE ET UNOERGROUNDING P UN BY EASTERN SI ER RA ENGINEERING) FF15a' Ian RivER STREET NN LUM OS 6 AS SOCIATES C ONF ORMED SET C2.5 R DRAWN BY: JT DESIGNED BY: MG CHECKS:I BY: MG J. NU.: JJStl[ .UW ,' NNtINtN1,1..1tlUll N1,> )11.1.w . NECESSARY FOR PROPOSE, UTINTY NNOERGRGNNOING. (SEE UTILITY NNOERGRGNNOING PENG 00 0 ON W UTILITY LINE RBA... Know what's below. Call before you dig . 1045111 M WEIR ST APN 019 .196009 10350 SYND ER ST APN 01 9130-000 LLIMO S 6 AS SOCIATES WEST RIVER STREET STREETSCAPE IMPROVEMENTS OFFSITE DEMOLITI ON PLAN OOLIFOFNI A I%i I C ONF ORMED SET R R I uL norvsr=1,Z ATI N C2.6 F— = DRA MM PG Jr DESIGNED BY: MG Q F a J. NU.: SY . YSb2 .GLV ftN PA VER TYPE LE GEND #W E USTING EDGE OF PAVEM ENT SAIACUT RHL UPUSEU S UHM FOR (REF . MIUTYP LANS) tl 1 smart A NEAT. 8TRAIGHF uNE All N G IIK. FA G eSMtifLL +L HWT�H U G HEH O) , --- SM OOTH TRANS R ION BETWEEN ... PROPOSED AND IXISTINC ROAO DUA YQ_ - su HPAL [. SMICUT&TRENCH FOR PRO P OSED 3 STOFuI OPNN(Rff. vwaJ �PRGJEGT � JRRE ET SG APE tam aIMITJ - -_ M ATCH uP T HETRUC N EE RRER e• BAT E RE EUH tl RAAP TO IXISTING GWGEN'NENAL A BOVE SHOULDER BACKING FUTURE PEDESTRIAN BRIDGE CROSSING SHOWN FOR REF ERENCE ONLY (NUI ARA HI OF IRIS PHUJEUU A DAR AMP (cAsE,9® BIKEL 4NE (5' WIOkj UE WALL 1,20 11.ASALME PAVER STYLE: ',ALLAN RENAI SSANCE - REF . SHEET Cae F ORCIJLCR, OR [MA i CN A3 UN AND P ATTERN TYPES HERSun , P AVERS YB UALRE FAYERSTVLE: IT AUAN RESLREU NTE Ne RRB EEF A FUR WIUR.L,RIEMATUN PRO PATTERNT W ES IPR MATEI BAS AUTE P AYER STYL E ITAUAN RENAISSANCE- REF. ORF AIL3 CN SHE ET C RS F ORCCL OR.ORIEMATIONAND FA TTER N TYPES GENER AL NOM: EO NUR THE EN31NEER PR. TO WRUNG Anryarr a 2. CONTRACT OR TO INSTALL.. P OLES AT ALL ANGL E P OINTS. CURE R ET URNS. AND A MX SP ACING CF DM. EUNTRAGT OR TO C OORDINAT E W RH TORN OF TRLCKEE F OR FINAL COMM A NO PLACEMENT OF P OLES - - !SHOULDER .. - RACKING CURB If1 �'l MEDIAN LRIGHTGFWAY ISLAND W. RI4E R STRE ET x� - LURB 8' MIN. SIDEWALK(TW) 10198WRRES APN019 130-W 31.03 E CURB&GUTTER (TYPJ G, ,I y//I 4 PROPERTYUNE�I I (TY?) REST PAW C (TYP) (A� P P H U CONCREE� (Tm S vV FLrc 10 OVYRNERS APN M&13 O5C P LLJ JI L4 I [TI, N know what's . ICall before you dig 1018] W R MER ST LP N 010-15 051 LIN OS S OCIATES S NB .7 N.0/a9/ CU CIV))- C ONF ORMED SET C3.1 CALIFORNI A C C C DRAWN BY: Jr DESIGNED BY: MG CHECKI II BY: MG J. NU.: WULFF, ZIw J w m ic e — —_ — — 4'ROTW®TYPE UREBA TTERED L/. 1 ®ITYP) 1019] WRIVERS LPN 019-13151 Know what's below . Call before you dig . 15'(NW I() BATTERED GAWAO ED CORNER OF WAR EHOUSE AGARANP ® (CASE C) uMN W)DE ,,,rR® W +LK(IYY) YHUYEHIY�Y� 10173 APNUIY IUU ET 5L GENER AL Non a: FavE R T ype LEGE ND ALL SAWCUTSSF ALL 6E RE NBYE WRH THE ENGINEER PRIOR TO WRING ANY CUTS . CONTRACTOR TO I NSTALL SN OW POLES AT ALL ANGLE URNS AND A M V ( .S 'PACI NG OF MT. C ON!. RAC TC R TOOC ORDINA TE w RH TON N OF TRLICKEE FOR FIN ALOC UNTAN D PLACEME NT OF T OLES . 0.BA TTERS CURB _ —/I EU I,YE E LURE. .TT; CROSSWALK uN� It� (zI CTYP) 1 (CA SE C)F FLIARMIP I -(Cy ) AI UHB RIMING PAV ERS MO RAMP TO BE RESET. LUNI ISI PAVERS FOR REUSE IF REUSE IS 1,10T FEASIBLE. CONTRACTOR IS TO CO ORDINATEW ATH THE uvurvEH HEuuHSUBSTRUTION PAVER I LPN 019-100.93 YA‘EH®Nu _ H RENAISSANCE SHEETC. R COL OR.OR ENT ATION A NBDETAIL 3 0N PATTERN TYPES PO HEF . D ET AIL 30 N EDNTV PVY DUTY PA VERS) SHEST YL E ETGee T OR CCL OR. E NTA TIONANo .]MNLE 1DET AIL PRAATEON SHEET CAE FOR FOR COL .OFEMETI RA DPnnERN TYPES 3 NEWPCC DRNSMSY N. Y UNE W. SLIVER ST RE ET S STE S DOWN TO BUSTING CONCRETE (REF . GRADING PUW) RE MOVE BUSTING BOARD AND REPLACE tut FL.H1,11. 5 10153WRMERST GARDEN FOLLY BUILDING URB)B ATTERED CU RB —� Er BATTERED 1Y BAT E3 ED LURE YD CURB] Jlr MIN . PARALLEL MIN. PARA LL EL F ARK PARKING ENO ��Rome ^A Ili r mn ID 9' ROTATED TYP Rw) um HIN D u REPLACED AS E NE®E ABILR YTO OPEN BEM BO: (RUSE IF NEEDED) AP N 019 OW -O9 IEI MWO OD STAIRS um WOOD HAIJOR WLINC . CONTRACTOR UIR AI twt Mt. 01411M RI VER AP N 019-09 0: wM _I NE RR TIE L OS RsMvFs 700%7917 D"E TEL:7 ism, El m NB .7 p. 0/00/ 24 01544- C ONF ORMED SET CALIFORNI A a a a DRAWN BY: Jr DESIGNED BY: MC CHECKS] BY: MG LU 1 ,1 J 11 # • 1 I Know what's below . ICall before you dig. 10141 WRIDER S AP N 019090-33 RESTRAIN CURB ikHk u CURB MP) (TY (50=5TRIPING&SIGNAGE PLANS) 111 EN PRIVA TE PAR NNO) Val A SSFALT CONSTRUCT NEW RCM P PILLARS AND THE TOP OF THE IX FIRST STEP (SEE GRADING PLANS)j RR TIES P AY. 'MP! L.611115 ®BAS ALITE PA VERSTYL E MAL AN RENAisuleE-REF. DET AIL CN SHE ET CM F OR COLOR. ORIE NTATION AND PATTERN TYP ES ® Rrep. FA VE RsI BAS ALITEP .AVF RsmE:R ALwN RENALsswC E- u 3C N$XEET Ca e F OR C Ix OR, IXVIENT ATION ANO F An F RN 30N SHEETCBARE AVERS .YLE: Fr LLSNE N PATTERNT YPEEETAIL 1. ALLSNN'CUTS LFWIL RE REVILEWEDWITHT HE ENGINEER NRR A° UR;� ANY 1ST LLTD. [ sNa v w LFSA T AUA NG LE PN NTB. Cu Rs RE TURNS. AN D A Nuz.B PMI NO OF ma . eDwrBA CrOR TO C CORDINA TEwI THTCwN CF TR uo: KEE FUR RN ALwUNT AND PLA CEME NT OF POLES. 10131 W RIVE T ST LPN 019-0003 3 SEE LA NDSCAPE PLANS UPPR FASBAENT (YP) (TAP) BU STING MAIeu W: TO HI.LUUI OF PLANTER ON PRIVATE PROPERTY LU Z Ft' A SP.I.T .T ACK IXISTING EDGE AND P AYE UP TO IT . CONT RACTOR S HALL MATLH ALL BUSTING GRADES AS S 94N(Xb.U HAUINU YLN) AHUCHERIEAS MUUIH TRANS R ION B ETW EEN PROPOSED Mr, MST LNG R OADWAY SURFACE 5 WIDE CONCR ETE STPIRS � (SLt 51HUCIU HAL Y UNS) RETAINING WALL HEIGHT IN(2a'BW ix) 6 SEE GPM_ INCPUNS BUSTING STEP TO BE REP U+L®w l NEW STE'(H)DOWNTGB: UUN.EIEWALWIlA r (SEE GRADING PLANS), CONSTRUCT NEW STEP WATCH IX CONCRETE (SEE GRADING PLANS) F �NLX[IE ASY HALI CONCRETE W. RIVER STR EET 2Z MIN. PAR ALLEL 20. mm. PANALL)EL T PA RKING INSIDE —..).— PPR KING EN (I VP) (I vr) y A NArUT®TYPE E CURB &GUTTER (r,37 10 .a H EAVY DUTY PA/ ER t SAWCUT ANEAT.STP AIGHT LINE ALONG BUSTING ASPHALT. TACK BUSTING EDGEAND PA LE UP TO R. SUN! W.I. S KULL ka ki UN LI NS !INN UNNUES SHOWN(REF . GRADING PLAN AND CREATE ASMOOTH TRANSITION BETWEEN P ROPOSED AND BUSTING SUNK. k RETAINING W ALL HEIGHT VARIES D .5 nX) SEE M Z2 LF OF PAINT E3 E CURB& YELLOW CURB AT GUTTER OROPOFFMEY S MIN . (FI EF . SI NIS INN Sl Utvu'LK SIG NAGE PL ANS) NoK FR0144703'ALONG AC CURB ALLEY CONSTRUCT NBA, CONCRETE LANDING PLA CE AND COM PACT AGG (SEE GRA DING PLANS) BASE TO BOY REIATI. PA YERS HESLIN CONSTRUCTION APN 019-0403 1 CONSTRUCT NBNRR AP WALLANGT OP OF THE IX IRRT STEP (SEE GRADING PLANS) YHUYDHI .LINE_~ TRENCH OR AIN LANDING AND STEP DOWN TO PATIO (SEE U HP UI NN SUNS) L OS RsaTFs TELliSSSIStri N3 .7 p. 0/30/ 24 CN4(- SEE LANDSCAPING PU NS PONMP G) (C AGES e CHUES TRUN. B ALKI '" RESTRAO NT CURB (TAP) — CONCRETEBENCHIMTHL II BRICKS FURNISH ES BY 101 RE ILIGHT AP N 019000-00 ADA RAMP (LASE ) RETCH OPW 0095 WM. ST AYOE POR TS HUB Nu NUS S C ONF ORMED SET CALIFORNI A C R R C3.3 DRAWN BY: Jr DESIGNED BY: MG L -J J w TOP OF SLOP HUB MINERAL LIMITS: PA VER TYPE LEGEND I. ALLS AW SUF S SH ALL SE REN BVED WITH THE E NGINEER 2. CIX TPACT OR TO l.ruLS w PC LESAT ALL A NGL E FOI NT SSCUP S RE TU P., AND A uw -.A[.'I.OF ma . O UNT TRLOKEE F OR N NIL COUNT AND .. ..WOE FOL. . TRANSITION M FLUSH Iu 1 BUBATTERE� CURB CURB ALONG LANDING __----__—_ TRANSRION ! PEDES TRIAN P HUPt HIV Lin t •I1•� ' NF, IS YHA II .. .V ALLEY GUTTER Fr MY RGA FLU. ®. SEIFO AV CROSS.. N' W. R IVER STR EET MP) LURE IBR t Dtm LONLREF� uPP HtASNultN, P) vAN A LRL FEnICE .'+TG ELECTRICALPLANS TYP) P ARKING COUNT SI OF F. SI HLtI SI PLLS(4 ADA) LANOSCAPEBULB �tu KUH L� TO ENCLOSE BUSTING e•UTILEY BOXES _—L oac - �I AOAWIPPRANG SIGNS PROPOSHI METER - sX I NM ua S lurvWat PLA NS) TRASH RECEPTACLE (51LLJWU LJU't PLAN S) CUHtl(I YP)@ , HHH " BATTEREDi CUR (HP) F dLkkAild (HP) SeS ALIT E PAVE RSTAM: ITALw N RE NuS &AN42 E- REF. DE TAIL SON S HE ET C se F OR SOL OR•IXvI ENF ATO N AND FAIT ERN T YPES (HEAV Y DUTY PAVE RS)&ASILNTE P AVE R STYLE: T AL AN RENAISSANCE- DETAILS ON SHEET C&6F ORCCL OR. (P RI VAT E) BASALrr E pA v.. FLE: NTALwN REN AL SS ANCE-R EF. EPts ▪ SO NSH EEF Cm PIXY SOL O, CR I ENFATO NAN D PAn EN N R4ERENCEPLA NS LANOSCAPE H SP EKIFY LOCATIONS OF UiR En &B ENCHES (I I T) B" BATTEREOG LURE (TYP) STREET LIGHT. REFER FROIHANSIIIUN M FLUSHTO H ISAL PLA NS 0" CURB /LONG (TYP) Ul Urn , W ANG CURB & GUTTER, E�FP- DE ORATME FENCE PER LANDSCAPE PLANS ▪ OF TRA/E L':' a ,4Tc• 'v?' 009 WR VERS AP N 019-0 90 45 TRANSR ION FROM FLUSHTD 44 KUK, A LUM 11' 4 ROTATED TYPE E CURB&GUTTER REFERENCE LANDSCAPE PLAN S FOR SPECIFIC LOCA TIONS OF PLA Y I -MS UP rvu (SEE GRADING PLA NS) CONCRETE RM APSAANDINGS CONTRACTOR SHALL FIELD VERIFY B USTING HA NDRNLING BUILDING CODE REOUIRE AENT& COORDINATEWIT H THET OWN NtSE SSA IO 00]5 W RIV ER AP N 019-09030 YU' Miry. t LMIN. PA RALLEL IP— PARKING END —PIP— PAKKIN., UE IIN r (Tm) P RYA) 5 7 9' M IN. L ANDSCAPE PL ATER (SEE LANDSCAPE PL AT ) BENCH - 0 PRESERVE tlU r,r, T IX FLURLUSH E PHUP(rw' W Y LINE 10069 W RM ER ST OLD TCNI IwHa usE AP N CURB FLUSH 41A40RNEU7 [ t%. uw KAuq CONCRETE FWSH CURB ALONG LANDSCAPEISLSNOS WITHIN SIOBMRLK THE TO WN OF TRUCE PRIORI O ANYH I MPROVEMENTS/CONS TRUCTION IN FROM UL 1.59 99 uK rvtvOVAv PSPH�LT- �CBNCREFE WR',ER5 019-090-24 ]S.TS DRIVEWAY (BC PR M ATE P ARKING) ANGLE POINT • QST A104]5 .04 2U.P1 ' HI tO029 1M RK/ER AP NUIu uf u[T J rLJMQS TES IANIALLUIESINGEOM NB .7 p. 0/]9/ 24 0IV4R- C ONF ORMED SET CALIFORNI A DRAWN BY: JT DESIGNED BY: MG CHECKS:I BY MG J. NU.: WB[UW CURB (TYE) STPR T I+NE \ STRIPING Q 0. HI STA11+OINT Q STAI1+18. 00 80. 89 RT LLJ RIV ER ST 41.1100,3 UPPR EAS EMENT (TYE) TO ELECTRICAL PLANS (THE) CORN ER TO BE PA NED A FTER DEMOLRION OF N AND CONCRETE SL AB PROPOSED PARKING METER St tS H IM INu a SIUNA Lt PLAN S) PROPOSED WIG RACKS (REF. L ANDSCAPE PLANS) IHANSI!NUN Y HUM Io4 J' FLUSH CURB TO G' BATTERED CURB Al HIGH META,)RNL FENCE \Y w Ut STALL REFERENCE LANDSCAPE PLANS FOR SPECIFIC LOCATIONS OF PLANERS INSTALL30 LF OF py WROUGHT IRON FENCING FRO M BUILDING CORNER I EMS IINL HP FLHUAU ENCE UIJBI Y YH2 HEAWY 8'MIN. PR(TH SIDENALK(TYF) BTOCONNECT PUBUCY SIDEWALKTO IXISTING CONCRETE s N PA TIO. 1U MA1L1H PUBLICDEVI9AlK PA TTERN A ND COLOR ASYH AL I 4" ROTA TEDTYPE E CURB & GUTTER -(TWP)` ASPHA LT CONCRETE 10031 W RIVER ST LINCHPIN STRUCTURA L APN 01&15603 RB q1W 111I PA VER TYPE LE GEND 0. .ASALR E PAVER S VLe:I TALIA N REN AL SR AI11SE-REF. oETaLa ON SH EET Ca e FIX,.1.131 , ORI ENATIC N ANo PA TTER NTVPES a!:1;;] reHFA UTY P AVER S] BASAUTE P AYER STYLE RPL PN REWJSSIIa?E- ?q .l AIL3 0N SHEETCB A T Lli C/JLIXt.ORIEMATI CN P N6 P ATTERN I ;�ryET 3P RP, ATE, BRU AUTE FAY ERSTVLE R ALNN R EN NSB APIG E-REF. R ET AIL ON S HEE T Csa FOR CI JLIXt, ORIENATIC N AN o PA TT ERN i rFES 101.14P0 u RIVER ST X. ' STREET SCARE LMIiS. TACK B USTING EDGE AND PAVE UP TO IT. CONTRACTOR SHALLMPTCHALL BETWEEN CREASE POSEDA DBUTINN ITION ROAM. BETWEEN PROPOSEDPND BUSTING RGALMWY SURFACE. 1.00 SA VUL:U1 Pi HEM, Wit PROPERTY LINE (TYP) \ PROPOSED STOFM DR1NN LR 6. NILRY PL ANS) y S TREE TSC APE •' 1 •• LIMITS W. RIVER STREET Nvu1,URBAN0 0UTTER (THE))N , LINE GENERAL NOTE. ALL.S AMLIT S SH ALL BE FIEVIIMECI 1/1/0,1 THE R PRIOR TOMA MNG ANY CATS . CCN RACT ORT O I NS TALL SNOw POLFSAT ALL A NOL E cIXR CUP S TOCOORo AND TONN OF F TRLCKEE wR FINALCOUNT Alm PI ACEMENOF FOL. IJI vmm / •+/ vv s\ 10008 W RIVE R A PN9 9150-W PTG Know what's b el ow. Call before you dig PAVERSSIDEWAUC LIN OS & ASSOCIATES TEL,,,, N3 .7 p. 0/39/ 24 CM.) - DRAWN BY: DESIGNED BY: CHECKJ. NUB BY C ONF ORMED SET pr CALIFORNI A a a C Jr MG MG 8,513 12 DUO Know what's below. Call before you dig. STRIPING LEG END Is gPErLIDEniH vugLI.LER C RIPINUCE NTER LINE - n LP SO LID WHITE LINE (PA INT) 3s 2 NALIOWHR E(PAIM) STO P EAR Qs 4WN ITEIPAINTISTR IP INU ow. LAC . s4S• TO CURB S TR IPIN G NOT ES ) MERS. . FO R STRIPING AR E M EASURED FROM THE LIPO FGU TTER TOTHECEVTER OF STRIPE. OR FROM HE CENTERO F S RIPETO THE CENTER OF STRIPE. UNLESSOFFIEMR NE EPJF ED. LA BELED PR ESEN rrT PU LL NGTH OP THE STRP UNLES S °THE P.. NO M° . ST RIPING LAYO UTTO EEA PPROIED BY THE TORN PRIO RTO PLA CEM ENT OF ANY STRIPESORS YM BGLS. TORN TO PROM DE STE C!. FO R PAINTING. S. COMRAC TCR TOG NND O FF ALL EAST IIu3 S TRGENG AN DSMSO ISwHEP E RO TE DON TH ESE PLANS. EAST !. CR ...WAL K N ARK !. TO REM AIN UNTIL 4 ALTERNATEWO RK FA LTERNATE WORK IS NOT EX ECUTED. IN STA LL CRO SSWA LK MARKING. CALTRA .STATND APD S POP MILE LANE N APK IN. A ND SVMBOIS LATriU r TO SEAPPR OYED BY THE TOWN STAL LIH CURB FACE V AN ACCESSIBLE STALL 1T M IN 1T MI! WH ITE 4.1110. STRIPING M ISTALL rvu 'N CURB FA CE 4. R EL ADBLUE SUK ACC ESSIB LE PARK ING SPAC E t TOLE 4' WNRE PALM (FOG UNE) PR OJECT STRE ETSCRPE LIM IT S 10198 W RN E<S AP N 0910IN MARKINGS I APNGINGUUTUT W. RI VE R STREET 4 � 4 � 4 � 4 ! ,I y//I I PROPERTY UNE�I I 5 + I0A PPN M&13}.0 1018] EAR NERS LP 010-15 G I LIN OS I NARKLUIASSINGLOLI NB .7 p. 0/00/ 24 CIV41- C ONF ORMED SET C4.1 a C a DRAWL BY: JT DESIGNED BY: MG CHECK®BY: MG -J o %U. U1 7 17 SU LU DOUBLE YELLOW STRIPING 10187 WRITERS LP 019-19051 Know what's below . Call before you dig. M all PRASE CONORET UNIVERSAL AC C E STEE ONENTAP OF AM RO OM. FEL T AC CESSIBLE STALL SI GNA GE PHU0,11 LINL� ITOP/ 10175 WRRE R ST 10167110 RIVER APNM9-190E-0 3T 417 LF OF47 SOLID DOUBLE YELLOW S N IHINU 1z FOST VOUNT ON POST yB) 03NCE ET SWA GE 0.0 .9011E00LE 03 PIPE ONEINRAP OF R3OFING FELT nt VAN ACCESSI BLE S TALL SIG NA GE SCALE: N .T .S. 10151 WRMERST GARDEN FOLLY BUILDING W. RIVE R ST REET S TRIPING LI EEARI OH •SaIDD ODBL EYE 1117RIPINGCENTERLINE- 35 a xLIOW HT e UNEIPU Nr1 9s z SODOTMRE (PC NTI ST OP BAR Oa WHITE (ROINTSSTRIPINO@a - QC . &WTO CURS REF . DETAIL4, SHOT amp,FOR CROSSWALK TPW) SECTION tVr CONCR ETE BORDER ON EITHER SIDE OF H PW2NS LHIISS MLLK P ATERS CRO SSWA LK DETAIL 10145 TURN ERS AP N 019 OW -04 0141 W RI VER AP N 01908 09 w„ J o 1 t= LIN OS ss O:rATES TEL:7 7S13276111 N9 .7 P. 0/00/ 24 C ONF ORMED SET C R R ORNNN BY: Jr DESIGNED BY: MG CHECKS] BY: MG Zln 1 0 ' �%� Know what's below . Call before yo u dig. ex KA NT e K ama TA I▪ S▪ TEXCIL T SE PRIMED el TON S ACCE SS IBLE STALL SYMBOL SCALE: N. T.3. IMO HP/SHS AP N 019086 33 J 101311M RIMER ST APN 018-0903 2 S TRIPIN G U GRIC, O r En u,r.-: vsrRlNNGc eNT --- R ee�cseo r He RIm PLnsn e 2S 4' SOLID 'AWE UNE(PAINT) SS 2' SO UPI Wi re (PA IA) STOP BAR O 4 WHITE (PAINTjSRIPIN2©ZB'o.c .VID.T0 00RE W. RIVER ST REET r 20'—t -r Lr rrGa" 1—,x' 1—DETPILA DETAILE 1. lortiogoesno co Rumours P AR KI NG S PA CE MAR KINGS C4.3 SCALE N.T .S. PROPERTYUNE— (TYE) 1111101KO Lnell El HESLIN CONSTRUCTION 01139. 3331 4" SOLID YELLOW RECESSED {L T 'J 4" SOLI D DOUBLE YELLOW STRI PING 4" M ARE P AINT FOR NEI M50 ` 417 LF 0E9 . so u0 DOUBLE YELLOW 'RM.IGHT AP N 019030-30 2R LF OF CURB A CIACENT luw P AINTED YELLOW 10095 M1191../ER ST & POR T A RNO r -99 rLJMOS TES TEL:7 75.276111 N3 .7 p. 0/02/ 24 CP/M- C ONF ORMED SET C4.3 a C C DRAWN BY: .rr DESIGNED BY: MG CHECKS] BY MG J. NU.: MOUW PC CESSIBLE PPIRM NG DOUBLE IYELLOW MINN "1\ HUB J100MWRNERSTI APN 019-09048 P ROPE/ 3P 1 05 00 \\\\\\\ W. R IV ER STR EET 0 ;' 0 10089 W MER ST CUSTOM HOUSE r 35 IM RE I RE P AINT 1991 4• I MRE P AINT 3s RI O \\\ S TRIPING I. MEND 375 LF OP 4' SGLIG DOUBLE IKINN"1 ' — OH•• .s�uoroueLereuassNlPlrw ceNrur urve- 45 q .y„LIOWHIT. LINE"P AINTI 05 Z SOLID WHITE IPAINTjSTCP B AN O♦ WHITE(PAINOST RINNO ®E S. 0.C .&R S. T OC URB 4' l LJ OS &R$$ O.IATEu CALIFORNI A C ONF ORMED SET C4.4 DRAM BY: JT DESIGNED BY: MG ma.nov �� om . 0 42. CT1 133111 5 3301116 REV DA TE CO NFO RMED SET JAN UA RY 23 2023 /! TOWN OF TRUCKEE WEST RIVER STREET STREETSCAPE IMPROVEMENTS STRIPING PLAN TRUCKEE NP/ AD A COUNTY CALIFORNI A 1 I.NNI RILL N OTES Su V AN ED NICIN5 .5 .L1_ SE USED na .oRoiN ATED w TN THE Tcw N OFT RUCKS=. RIVE R 09-1W 00 I AP 01& 000-0041 AP N 09-13650 GNTI rveRS � fAN 019-19051 10107 BY RIVER ST AP N016130-08 10163 W RN EU ST T u7ix utAPN 01 609635 1 y PARKING METER LOCATION ENFORCED SY W AN JUNG STRICTLY ENFORCED CUSTOM "SPEED ENFORCED rLJMOS TES 701077917 D"E N9 .7 p. 0/90/ 24 CIV41- C ONF ORMED SET a R DRAWN BY: . rt DESIGNED BY: MG nnr1 Anr 9W LAM :A9®N33. 0W .10.101530 Jf :A9 NAMO 1'10 czw'ez Aav n Hvr 13S 43WaO dNO Z Inn 0111.1111141MIA S317fS OI Y rri +I-1 03385 .mw rivA AP . R1.17 03080313033 5.. ONIOVO NIW '9 wolsn3 w oisno ® O C33S0JN3 /. 11.311:1.15 C308O3N= 3N0Z '0NI0"0l 31f NIINSI 90011 Nn lsno OL 98,10,3085A 3661 )331A 1 1,0981I'i1% S NINLIV d A Vd O N3931 NO IS • .5„ a, innvn I>8ad .383HsnoAV d.. wol '> 11W$AV3 L 9'1.1901 1-0Y 4. 32i3H AVd� Alp 'I J_ T CZ -000810N dV 15,13 ,1M0 001 SL1 801 ON dV isa iann OO B0E0 0NdV S.1,1801,. 001 9t06P610dV JS 8318M SLOO 9698084 NdV 83 ,11. 0600 NOl1VOb1 2i313W 0NIH2ibd @980 '610 f„dl 583618M 10101 83110 VW RN 'lawn, Aifl � �� Mlp —Th. 01H of 3�3 ON 19 -VA W g13H1 HLM 0.041080 00 Sd O 39 139110115 SN05 03MINID S' 1 y t PROPOSED SIDEWALK SUPS &GUTTER BACK OF SIDEWALK PLACE &COMPACT FILL AROUND IITIUTYBW: BUR INN I M CU Hj BUSTING GR ADE \ ' GRADING AT UTILITY BOX RAISING N.T. B. r qp � RFTS 1 /;; -\\ E. atR t . tlrtl ou __�� rE, si(l L , 1E.l41. af1..71 0 1 Y. ltlttl� l it - r^, 4l P ��= } l.. P REJ ECT I J�,.� -J STREETSCPPE _ t LIMITS 4 aa .k TTEt.ne*I PTO to-Bcm n r s etlxa RAISEIIVATER BOX TO FINISH GRADE; St t I SHEE T w HU HI3E1,33/ PAL FEW .. APN019-096002 I W. RI VER STREET RAISE MATER BOX TO FINISH ORME L DET ALI THIS 1 LINE(M) I I m .MERx� '0.503 34 t riULSo Know what's b elow. Call before you dig LLUMO S 6 AS 8QCIATES C ONF ORMED SET C5.1 DRAMS , DESIGNED BY: CHEOPJ. NU.: BY a JT MG 41 Ir I r4•bllYf V."" lard I 1. b. .,.,tt, ..m TO FINISH GRADE STEPS DOWN TO IX CONCRETI TOP OF STAIRS- FG=919988 L8 �4 .19 t{3y1f LN SHAY, MAINI ABILRY TO OPEN BE. BOX (RAISE IF NEEDED) DET AIL A: GRADIN G BLOWUP SC ALE: 1"=5' Fb%MY lYp aic mEEr L!4], 5E'IIiS'T I� i f I 1U1 1111111,K I AP N01.1365R 10187 WRI\£ R ST AP N019.13049 R STEP TO LANDING (SSIOPBRQ %TOWARDS STREET) • uln a O rOFST STAIRS. FL,O81N .u0 TOP OF STAIRS• FG3819.89 BOTTL M OF STAIRS. FU5819.19 ra•va9�t � .. _ YIC .Ittb .L ..5T9 .AWbM L 1019 W RIVER ST GARDEN FOLLY BUILDING APN 019-09635 CONSTRUCT WALL AT EDGE OF PAVERS &PROPERTY LINE (MM ] .5) TIW ASP NALT Ta-Nmm Btr Rrve,,,; v Tc.9.anb nB A �� fs TOP IOF STAIRS- FG=158R050 B0,0 M OF STAIRS. FG =5818.78 10195WR M4<S AP N 019 W0-% Z-3 STEPS DOM TO AL WALK BOTT CM OF STAIRS- FCP.01190 .110191 A,RIVER AP N01&0963 F_ M•1 Know what's b elow. Call before you dig LIN OS ES WEST RIVER STREET co I- z w O • < ce a - z w - a Q a< U UT F w w ce CALIFORNI A I%i a C ONF ORMED SET a a C5.2 DRAWN BY: JT DESIGNED BY: MG CHECKI II BY: MG J. NU.: B.DW I_ AM P.M NG STALL& — SHA LL MNrorna a - ME LESS I H. .. 3T IN ANY DIRECTION R. Sb []E VMY .I IIJ KJrC. LilYl l� 41 VARMES 019. 090-33 N RIVERS N 9a Ti CO NSTRU CT NEIMRAMP BETWEEN ISTI NG ROCK UES MU I li t I UM Li, THE IX ISTI NG FIRST STEP ' -B: ISTI NG STEP TO BE STEP(S) SLOP ED QIT DO NMTO IX. CONCRETE IMAM.. AS NEEDED. :tZ 1.4 R S EISHTER O NECESSARY TO MATCHIX CONCRETE , CONSTRUCT NMI RA MP B ETW EEN ISTING ROCK z AND 1inu tOHsOs HE .5 DETAIL B: GRADING BLOWUP SC ALE: 1"=5' 4- 5 STEPS UP TO ST ATION TARK17F E LOT 1S O FEN�YR I 11 55'1, OFTRS4 FO. 'TOP OF &•• NW RETUS 5 BOTTO M HUIAM U IUM FO.05817 Itrl..lur. TC-Mitre P ) r o.wlw Pv -CONSTRUCT NEW RA MP DON M TO THE IXISTING (T FO=1!818.89 (MW CH IX) , re M AT. IIr I; 'f- -,0 ... . .. �. s �. ---lR '.b 6A .-ICJ uS-1, F -I UI_. u I J, -;44 —_- oe.i�ta i—__—._--_� --- {\ \ Y]Bit3/- .—CY -RCYii.,° 5. ___ _ / / R.lP.3. � `R.Lq \C•ICI.iS /'n.!/iF {i -- �R. •A�I.P- --_ .— ..—_-- -_ K5iY 4--' — rr. 10131 MUMMERS APN 019-00032 / .46.1. 12 \\I A el W. R IVER STREET / T 5.r HEBLIN CONSTRUCTION APN 019-00031 I I I M OF CA, . GOB IMRI VER ST AOOEu ,G:r uS(HUB Know what's below . Call before you dig LOWS 6 AS SOCIATES TEL:l i5.216111 C ONF ORMED SET a R C5.3 DRAWN BY: DESIGNED BY: J. NU.: BY: JT MG MG HAU G00 t;k • � alOi ro• wa 9O lro•WI firE roxo-wr .m .WISII /ro•wr.. �,. � _/_ POAPARKING AREA l 1 SHALL BE LESS STTHANI Ain !N AM a OLIE I O09 VP RIVER S AP N 01 Si OM 96 `N•IE6AI WR,ERS 01909048 I0 RISE Etym., v(.wt.. /% rc:lw niyl ":yi+10i / / \:',. - Yi 1 —J W. R IVER ET RE ET /t T / I.o-rim .yIC•war LE. IO RE SEEW. N)nwaJ1 10069 W RIVER ST OLD TONINI HOUSE PPN O19.0-46 SI} OMS! dm) CONTRA CTOR SHA LL ENSURE PROPER DRA INAGE AWA Y FROM THE HOUSE ro.AE* u to p 0055 W RI VER MN O19-09049 / n?66 IO.lpJ t1 I LOMR AL TORSHALL L I HULA3 0 ITEWU!, I U TOWN I MPRO VEMENTS/CONSTRUCTION ANY IN F RONT OF1OO55 W RI VER ST. FL/M.6.16» 1 . .,.o-maJr lE•SSORS STRAIGHT GRADE FR LM BACK . -- - OF PROPOSED SIOEIMBIX TO qS USB,CO NCRETE PARKING 1 AREATO REMOW BUSTING W nL PAT Know what's b elow. Call before you dig LIM OS 6 AS SOCI4TES C ONF ORMED SET CALIFORNI A a a C5.4 DRAM BY: JT DESIGNED BY: MG J. NU.: 966GGW 10039 W RIV ER ST A RN 019003.20 71 a I / / 1 / / II 1 / 1 / / "ae / 1331115330 1116 REV DA TE CO NFO RMED SET JAN UA RY 23 2023 DV TRUCKEE TOWN OF TRUCKEE 7 WEST RIVER STREET STREETSCAPE IMPROVEMENTS GRADING PLAN NP/ AD A COUNTY CALIFORNI A 0 INE C5 a/r.enan WA D / mencav Ra 9a Witttt 0095 WRIVER ST MOE SPORTS HUB AP N 01909039 K.]�Nk.. r N unn /. J N BETA DING D uHu SIOEVI P K H EAL PROOF (UHAN PA VERS Know what's below . Call before you dig � �MO as soc EL1i58sr4TEs C ONF ORMED SET a a C5.6 DRMPM BY: DESIGNED BY: CHECKB]BY: JT MG MG LLJMO craTFs 0 0 ADA RAMP 0 ADA RAMP SCA LE: 1" = 5' Know what's below. Call before you dig. A DA RAM P SCA LE: 1" =5 0 'C. -.", i- AD A R AMP SCALE:1 " .6 /' I/ / tt. Mi.M tt •14iM A DA RA MP YJtt •ml.b tam K•1b1 3b Y•Y IOI SCA LE:1"=5' 0 a SCALE: 1 "=5' salaesna 1:=43 $1:211:1 __._____________ wIc.I .RA_;_ c/6.1wRu e-wa s ADA RAMP } tt•e sr¢ ti SCALE: 1"=5' 0 4, C ONF ORMED SET CALIFORNI A R a C5.7 DRAMS , DESIGNED BY: CHECKE]BY Jr MC MG a MATCH CO MR KT CR TOvEn IFr DE Fi HSC F EcgnN. 3 unuT ips R TICN OF NEW STORM DRAIN M AIN. M AINTA IN A M INIM UM OF SLR' IbERrI CAL BEPARPS ION. IF C ONE U CT NNE Know what's below . 7efore you dig . _ 4 _ I 00 �wnxau Exww xac iyW U I ��r�POR�\„‘I I \ f UTILITY MO TE S 1. OCNTPA GT ORT O N OTIFY ENGINEER MM OP an,'IF CCN TP.A Cr CRTO REFE RENCE LAN pSe F EF LANS FO R R RgA TON.SLE D/E SRIE g A ND LCCA TI CN . v. S EE D ETAIL?/S HEE T Call F OR ST ORM DRAIN mx TN r'MOM HELD Q OP ADEWCTHNT ELDISTURIIED ARIP. LIDS TO FINISH ,UNTPA ,T UR PHALL HAVE REP AIR MATERIPLS ONSITE 7=" uTERusARE DAMAg aD. - - CI TRACrC RS RALL RDI NA TewrtII TR UCICEE B O NNER EWND DIING THE PAIMI NS ° ALL MODIFIED UTILIT Y PD XES . 0199WRIVE N AP N 01910OLP APN019490.00R I RI VER STREET N W E J o r u P:.zr cNx xlrewlrxn xx e� CO 1.11=- Brow>a .u✓ enx erourxwx ' °% ._r Dw� ' OAPBN 01913093 LLJT& 1 ASS OCIATES NB .7 R. B/]0/ 24 CIV44- C ONF ORMED SET C6.1 DRAM BY: DESIGNED BY: J. NU.: JBY: CALIFORNI A a a a Jr MG MG WRRUW j LINE DEE PA) LINE 1 INC C53) REV DA TE DEECRIPTnN ev TOWN OF TRUCKEE �c3r�-R `b a 1 a �1 ` g` �' h //J i3 • , 3 •ar 'zeffiepe eW=a�. m �,S Nzq `s , yea v $ = a m 8 yy 1n Ui mN Se WEST RIVER STREET STREETSCAPE IMPROVEMENTS_. UTILITY PLAN Os R�I a iF,3 Enna N 3 o� �� CO NFO RMED SET JAN UA RY 23, 2023 TRUCKEE NEVADA COUNTY CO LFORNI A W n UTILITY 1. CONr R*CNOT!, rORTO NOEN3l EEft I RN E D1 ATEL V IF Z ANY CONFLICTS PRISE Z UwRENcEN DE ,AFE FUNS R J w RMOAT ION SLEEVE SIZING AND LOC ATION. 0. SEE DET AIL]1SHEET C15 .II F OR STIXt R DRAIN COTRENCHING .TR sna u RAISE ALL urluTr uDS TG FINIS H 5. CC NrRAC TCR SHaLL H AVE RE FAIR xuT ERwl-BO NSrrE T ERALS ARE D AM AGED. CONTRACTOR SHILL COORDINATE WRH TR I¢E S ANITARY O NTTRV:TLR T OIMUYJ B. ONNER R e ARDIN G THE Pa ar. aR ALL UEiODI FI ED IRILR Y BOXES. r a. ___—_. —__—___ / 1 W. RIVER STREET HES LIN CONSTRUCTION AP 14019-090-01 1. 4- 10101RELIGHT AP N 016086 50 t COMM, MC. MON 10085 W RIVER ST MOE SPORTS HUB L .1 Z J oyy�� what's below . all before you dig L OS RsaTFs 70.10%7917 " WEST RIVER STREET co H z W W 0 z c a a E W J a _ U co H W W ce H OOLIFOFNI A I "+ C C ONF ORMED SET R R C6.3 DRAWN BY: JT DESIGNED BY: MC CHECKS] BY: MG J. NU.: Wtl[UW \1 � Noie s- HUB 'Know what's below. -- Call before you dig 1. CONTRACT OR TO N OTIFY ENGINEER IM MEDIATEL Y IF ANY CONFLIC TS ARISE . Rwnwnlo N.BLEEve .szm O um LOC ATI ON. F UR 3. SEE DE TAIL. HEETOB.11 FO R SIXVMOw.IN TRENCHING. A NT Rocrot GRADE WITHIN THE DISTURBED ARE A.LIDS T L, FI NISH 5. CJNTR.TOR S HALL HA YS REP AIR RATE.. ON S ITE IN THE E VENT ANY SIVVER RE C JNT RKTO R SHALL C%OR O NAT E W LS RN TRUCE S DAMP wMRoT DIST RICT . c. RDIN ArewrtH FRUFERT Y OWNER HEARD!. THE FAINTING OF ALL MODIFIED UTIUT Y MMES. 009 WR VER AP N 019-0 90 45 w / _X—. .� .� u - / __ Y n_ I--_ 1 0075 W RIV ER AP N 019-091 8 1E009 WHN8i ST OLOT [M INI HOUSE APN019-000.25 ,ER5 019-090-44 L OS RsaTFs NB .7 p. 0/!9/ 24 CIV 3- OOLIFOFN C ONF ORMED SET C6.4 DRAWN BY: .rr DESIGNED BY: MG CHECKI II BY: MG J. NU.: WB[OW \I 75 10039 W RIV ER ST A PN 019.003.23 II II II II II _II II REV DA TE CO NFO RMED SET JANUA RY 23 2023 TRUCKEE 1 TOWN OF TRUCKEE // E —'I WEST RIVER STREET STREETSCAPE IMPROVEMENTS UTILITY PLAN NEVADA COUNTY C .IFORNI A a, V I II 1 1 / II I :LINE om� L` EY Ec r ST ETLIM \� 1 a2IzoNTAL SCA M 1'=10 VERTCM1L SCALE. 11.5 (Z VERTICAL EtA CCERAT ON) 5320 5815 I li}, H r. . G;IS I !NU UHNU t 11 .1101 APNO . ....'' L♦ HZo1l U( -4 H tu n.; TI .!�- ArtaT Lm[w n anny W M WM MIPwLL 0424iSPY) x ele ary cR --I N. RIVE R ST REE T 1NRS STORM DRAIN—STA:1+50.00 TO ST A.4+00.00 10187110R YER SF APN01 &138 80 \�STA 117131 APPROXIMA TE LOCATION OF CROSSING wI RUSTING SS L ATERAL FUer0 H M UTE TO CONSTRUCTION OF STORM DP. . N x. 00 3+00 U TILITY M OTE. 1. CONTP AGT ORT O N OTIFY ENGINEER I MMEDI ATELY IF ANY CONFLICTS PRISE [ U REF ERENC E L AIESC FE FL ANSF OR RRI3ATIO NSL EEV ESEI NO AND LCC ATKS N. 0. S EE DETAIL 2/SHE ET Ca11 FO R STO RM D RAIN CONTP AGTOR SHALL RAI SEALL UTILIT Y LIDS TO FINISH 5 aRADewITnIN THE DISTUReED ARFA rm.S Ew R LA TFETIALBARE ° AHMED. E G ONTRACTCR SHAL LCEORDI NAT EwrtH TR UCKEE 5 ANTTMY D@TRI CT . 5820 5815 5810 5805 "S Know what's bel ow . Call before you dig . L OS RsaTFs 7010%7917 D"E NB .7 p. 0/00/ 24 CIVIS- C ONF ORMED SET a a a R DRA NM° , JT DESIGNED BY: MG CHECKI II BY MG J. NU.: W5[UNI N 1- 1 HOR IZONTAL SCA LE 1"=10' ,ER DGAL WALE 1" =5' [2' VE TE DAL ENAG GERA PONI 5815 5810 5805 580 0 ®vorFw we e ASPFRLT DRIVEWA Y RO cK WALL --------------- W. RIVER S TREET a•00 / I �.I -1 r WRS STORM DRAIN—STA:5+00 .00 TO STA: 7+25 .00 �. FIN — I�H GRfL1E . . . . . . . . . . . . . . . . . . . . . w } ex "'ROXIM4TE LOCATION OF LRO55CC L WiFH B(ISTING 551AT. CONTRACTOR TO 1.ERIFY DEPTH PRIOR — —I I \\1 RE 6+ 00 1 +00 UTILIT Y NOTES: 1. CONTR AGT ORT O N OTIFY ENGINEER I MMEDI ATELY IF ANY CONFLICTS [. CONTR AGT ORT O RARISEEFERENCE IANGBC AFE MA NS F OR I NG A ND LCIE N. D 0. 9E DETAIL Lew -MIE N. 2/SHE ET Ce ..I1 FO R STO RM DR AIN TRENCHING. 4. CU NT RR UTU R RAU SE ALL OR ADEWITHINT E DI STVRRE➢ AREA ire u DS TU FINIS H 5820 5920 5815 saga 5905 saw Know what's bel ow. Call before you dig . LLJMO S s 143 p. 8/!6/ 24 CI50- C ONF ORMED SET CALIFORNI A C a R DRA MM B Y: Jr DESIGNED BY: MG LHELPS3 BY: MG H OR IZONT AL sckE .I" _IO' ,ER DOAL YA LE: 1'=5' (2' VERNCAL EKAOLEF A DON) 5820 5815 5810 5 115 WRS STORM DR AIN—ST A: 7+75.00 TO STA:9 +50.00 1 n ew i i °� Pi r Fe rr min •iaw MAW WIN W WI vs am r LIN OS ES fly ` 8 I At M41444 APFROX MATELOCATION OF CROSSING _ V18T H£ XISTING VIWTERLINE. . HUE8111 MIMI TO CONSTRUCTION OF STOW DRA IN �F11 . uNwl[uW Ut '5,858150. 5EE On41 119 1 1.1 0 8+ 00 9.00 UTI LITY NOTES- R AL-F R NLAI A RISE E NS MEE BI NNE DATM , IF A NY C ONTR ACTOR TO REFEREICE LANDSCAPE PLANS FOR RRM ATI ON SLEE YE MZI NO AND L OCATION . S. SEE DET AIL 21SHEET tall ELM ATLM1A DRAIN TRENCHING . 4. C ONTR ACTOR SHAL L RAU SE PUL. AMY uo STO FINIS H U RADE WI THI N TH E OM TUR BED A REA L CONTR AC TOR SH ALL HA VE REPAIR MATERIALS ONSRE IN THE EVENT ANT AMM CONTR AC TOR SH ALLE WER COO RDINATE WRHTTE RLS AREfiUOME0 SANITAR Y DISTRI, m 81 5 5805 58 Know what's bel ow. CaII before you dig . WEST RIVER STREET CALIFORNI A I%i H Z w w a LL a O ce w Z U F a w w ce H C ONF ORMED SET R C6.8 DR AWN BY: JT DESIGNED BY: MG CHECKS]BE MG / \ W. RIVER STREET / P !M VO 11,3712 61 6, HORIZONTAL SCALE. I'_IO' Jw xogF¢. _ — Hp n,_ 1 .. I WK . AT O LLJMO S s TU RBO . SCALE: I'=5' [T MER RCA_ ESAGGERA TONj 00 WRS STORM DRAIN-5TA:9 +50 .00 TO STA: 11 +75 .00 FINISH GRADE ir - BUSTING G 10.0 0 19 ,0 0 I. C ONTPAC ROR TO NOTIFY ENO IN ERI MMEo wTELY IF ANY U ONFLIL T.S AIT8E. R. C OMPACT OR TO REFER ENCE Lw 0. Y:W E PANS FOR I RRI GATI ON S LEEV ES'S!. `f AND i OCA TO N. S EE DETAIL a�11EE T is Lt FURSTURM N 3. T OPa 4. C OMPACT OR SHALL P RISE ALL UTILIT Y D GSTO FINISH GRADE WRHI NTH E DISTURBED AREA L CONTRACTOR S HALL HAVE REP AIR MATERI ALS ON SITE Y.� W ER LATERALS ARE wMAG ED . COMPACTOR uuS HALL CCIXmI NATE WITHT RLCKE E SANITARY DI STIR Cr . 5920 5815 A990 8D Know what's bel ow. CaII before you dig . WEST RIVER STREET CALIFORNI A I%i co H Z W w a LL a O ce a W eL Z U F a w w ce H C ONF ORMED SET R C6.9 DRAWN BY: Jr DESIGNED BY: MG CHECKER BY: MG npluzoNr, SCALE. 1" 41.2.• VERTICAL SCALE. 1. 45' VER TICAL ETAGGERAn ON) CO.R ETESIDEW ALK rP ROJ EC T STREETS CAPE g LIMI TS �I I, 5825 58 15 5815 5805 585 AIRS STORM DR AIN-STA:11+75 .00 TO STA:13+50 .00 ~ W. RI PER S TREET xxrE O Dsn .� i5i4 Aso \_-= * 4= 7=7._ ,,\\� .I SHAUL xxx E® xA Ts ` IXIST ING GR AD E iemvPILIIM STA 1248853 P PPROXMATE LOCATION U4 I- SUS SIN G CONTRA CTOR TG L/MIFY DEPTH PRIOR TO CONSTRUCTION OF STORM D RAIN . LLJMO S s 7007117 5629 5610 - 5605 1J+ES 56W UTILITY u rrea 1. OC NTR ACT ORT O NOTIFY ENGIN EER IMME DIATEL Y IF 2. CONTP AGTORTO REFE RENCE LANDS CAPE FLANS FOR I RR GATL ON SLEE V E SITI NG AND LOCATI ON . SEDET AIL 22 SHEET W.11 F OR ST OR M DR AIN TRENCHING. 4. CONE R ACTOR SHALL RAIS E_ ALL UTIL, LIDS TO FINIS H 0 RAGE W ITHI N T HE D LSTU RBED AR EA L LINT RACT ORSHALL HAVE REPAIR MITERIASS ONS RE IN THE NYSEWER IAT ER ACS ARE DAM AGED . COAT R GTORSHALL COORDI NATE WITH TRUCKEE SANITARY DISTR. , Know what's bel ow. Call before you dig . WEST RIVER STREET OOLIFOFNI A I "+ co I- z w w O L_ a O a ce S a w .5 Z U F a_ w w ce H C ONF ORMED SET a C6 .10 DRAWN BY: Jr DESIGNED BY: MG CHECKE]BY: MG LLJMO S s BTA O�BOO�� eP-- - [FUI UHL] INS I ALL Ul f YWMW 4BN I OEPO ENG �FMTMRE� BY DTHERS] UPoREt WA TERM EP- &SERVICEi [FUTURE -BY OTHERS] 1. TH EopEsTrE WAT ER MPROV EMENTS DEPICTED ONTHIS ▪ IAN SHEET AR ESHON N FO R REFEREIGEO NLY. . THESE MRTOY EMEN TS DEM. FUTURE DE SIGN RWO THER S) AND ARE NOT TO SE PR OJE CT THE DE SIGN muS 4R TAIN aPPRO vAL FROIn THE T RUCKEE D ONN ER EuBLO unuTY D ISTR ICT (TOPUD) DETA ILS FR YE ▪ DV PROVIDED IN THE DETA IL SHEETS FOR REFERENCE ONLY. WEST RI VE R STREE T r.R ro w een x� 1 c eo- ro .ro w rvm n nw av . 'o m�ro rowsn ��nw —.^ vs. � �r em— FUTURE FIRE HYDRANT [FUTURE-Bf6MERSI FUTURE SITE MPROMNENTS SWIM FOR REFERENCE L, IEUIU HL-B, UIHLNsi NO T APART) - [[UTURE] CONNECTION TO ti MAIN . REF . ICONNECTION DETAIL [FUTURE . BY OT HER SI 3 J WEST RNE0. STREET r�n��- _ _ST0.EETSE RRE IMRRWEMEMS BUSTING LINE TO BERE MO VED FUTURE -- BY Y OTHERS] C ONF ORMED SET OOLIFO C6 .11 DRAM BY: RP DESIGNED BY: CHECKE]BY: MG LLJMO S s TEL:1 i5.216111 10.2 VIF S Hi tt! ' ABT RNER$1HEET . I@5�7� HNER S1�EE1 {.FJ- _. roNSI CT.D .e'. ssim aT _ (1N)C 6 .10 . 0 an OF CO 1511) C. .)V .05812..01 6UMSTRUCI 8•. SS STUB 00 a 5.1. 0)2. (211) 6•e - ?C HASE%100$ W FOn 6" ..21 O011010A ll (FMNRF - 8v O)FERS) (FUR.QE - R. O1 6ER5) UTURE - V OTI(RS) UT LITT MOT ES : I. AN SHEETARE pCT FOR REFERECEONT THESE IM PRO VEMENTS DEPCTA FUTURE DESIGN (ST O THERS) PROJECT . T HE FUT u RE o .nri MU ST °MAIN AFP RO VAL FR OMT HETRU C KEE SAN RAR Y mar RC T. 208 kF 00 CO ac es-IB (nnua€ - to WWII !) 10217 W HI ,HV STHEEI F PP N019.130-004 CON STRUCT 46. 9986 10 RR125620 .35 (.6)CE106.00.)'i Om) CO6".01. .6 6..10 I f(5 1 6-0 -. ON IM 60I l]8 `r CI SE)01 GU T kSS11Ve I'I' f ti- o p«s) 00 , 7 p. 0/30/ 24 CIVIl- C ONF ORMED SET R C6 .12 DRAMS , DESIGNED BY: CHECKE]BY: Know what's below. Call befo ra die GENERAL BM P N OTES: 1. FIAC E EI DER ROL LS N2w NZ Ta3NENT OFALLC IWdSTR uCIO NCF S. 2. ALLTRE ES NE AR CONS TRUCTIO NACrNITIESSHALL BE RNOT ECT EDr E°(R EF . DE TAIL a, S HE ET Ca .I j. 3. ALL DIST UREE D AREAS SHALL BE R EV EOE TATE °. ALL,uns TRu uTu Ns HALL BE P ERFUM ED I NC UMPLMI CE NATIO NAL P OLLUTANT DISCHA RGE ELIMIN ATION SYSTE M HOMES). CONT RA OT OR IRESPONSIBLE FOR MAINT AINING A s WL t. INST ALLATION HA ECIO Nr RA Cr OR .THRL ECI ONT RCTIXt SHALL SE RESFONSIEFO R THE F REVE NTI ONOFOF EROSIO N AN° SILTA TI ON ER. E NrE RDJ G THE STORm °RAI N SV STE m, NR Tuw .L ° Rawd E �nuNs ANI VORI NT Rm °mw uw N Aa ACEErr ROA °wA rsA ND F RORER TIE S. THS DISTURBEI]IPRFAS H4YE ELCOM1EST AMUZEONNDSHALL B BE LIMITED TO WEATHEER RL PER DOS . THE CONTR AC T IS RESPO NSIBLE FOR ALL S W PPP UPDATES. l `�AV \I 'I 1 Il vN ISf REET PAR KING LOT CONSTRUCT 13' AMEX°RAN RB' LONG LBMPORMHULi UN I UN ENTWWCE.R Ij W. RIVER S TREET !BUSTING STOR M D RAM DIRECTION OF KUNNF(I YP) I A~NUIG..B w. I IXISTING STORM O RN 2. 011 SAMPLING Nag': 01 I DIRECTION (1 N YY LUNGS TES C ONF ORMED SET V oZt C7.1 DRAM BY: DESIGNED BY: GUB NU®BY: OOLIFO a a MG MG WB2UW 7 VG STORM DEN - T DM1ERS 19-131 tr Know what's below. Call before you dig . ▪ E XPCRA RYsnalrvc MILL S I HEM • IN THE PMPINNDRU1 GENERAL BMA M OM: 1. PLACE FIBER R OLLS WNN GRADIE NT OF ALL CONSTRUCTION A.11/71ST . 2. ATREESN E ROAMS RU.S2NSM AL L DE c an r o LLBE muFE.EO IREP . O EMIL4.. SHEEP 05.11. 4. ALLE GDNS UC-r1 0N SMAL L SEEM(N DPM E° IN COMPLI ANCE S RH THE N ATI ONAL P CUa rrAIR DIS CH A CfE ELIMINA TE...EP A (N °POST% . C OIRRACrOR IS ReSP oNSmLE FOR M A1NrA1 M. A 5. INSALDATI ON AND MAINFE NANCE OF ER OSION C ONTR OL M VIRESARE THE RES RJ NSIBILIT Y OF THE CONTRAC TOR. TH EGJNT...CR.1AR SE RESPO NSIBLE FORT HE PREVENTIO N OF ER.ODURSESAND/OR IINTRUL M DING UPON ADUACE STOR M D RAIN AND NATU RAL RTI.. T. INa aE RESPC NSIB1UTYSHALL APPLY THRcualaur THECOUNSE.CO NSTRU.ON AN° UNr DAU . DISTURBED AREAS F RYE EEC.. ST AN DEE° AND S HALL N or BE U M.° TO2YET WEATHER PERI DDS.T HEC0NTRA. IS RES RJ...F OR ALL S 14PP UPD ATE S i / — / — i/ / / .• ./ / - / - j / ..-▪ 4 / / / / / / / / / • / ▪ /.../ ▪ - / / „-- • / / / / / '- _.,4 / ' .• .e .„„ 4 1- -. ▪ - / / / / / / / / / / / / -/ / / / / ///• /// • ,/////// / • //• // -- • /- — -- / //—// //—//—// pp ///'///// //''/• //-' fl -T4::::_, / / / / / • / / - 10PN VERO19I SU R ST A.D2 Y HUME UN.. DAUS �Y. - MALL .1.1 NO/PRO PO S E3 STORM O RN 12 !WEDS VP) DIRECTION OF RUNOFF(rYP) I LPN 019-130-43 1-Ft-�H t RUNOFF (TYE) W. RI VE R ST REET IHIOHHH J—/ - - DS -11 - ST rrBUILDING 4-- 1 APN 019 OW rLJMOS TES NB .7 p. 0/30/ 24 01V,1- DFA MM BY: DESIGNED BY: CHECK. BY J. NU.: C ONF ORMED SET OOLIFO a F) a Call before yo u dig. GENER AL B MP N OM: I. PLA CE FIBER RNGw .DIEM AU... RUC TI ON AU RUCTOES N ACTIVITI ES . R. ALL TR EES NEA R COP Sr RUC-ri. AC -ru m IESAIuL BE PROT.7 ( REP .ITerFUL ,. sHEE T 3. ALL DISTURB ED A REASSFI ALL BE REV EOE TA TED . A ALL O 15CWMR0E ELI MI NATION S YSTE M (HOPNES). CONTP AGT OR IS RESPONSIBLE F OR MAINT AINING 0 NST APLL ATION MO IMINTE NVCE OF EMSIONCC NTROL M E ASURES A RE THE RESF ONSIBILITV OF E CLWTRT CTO R. TH E C ONT RACT OR S HALL BE R ESPo NSIBLE F OR THE PRE VEIMO N 6E ENOSIONAND SILT ATION FROM ENTER. TRESTO RM DRAI N S YST EM, Nei U RAL 0 .IN A0E CAURSEy, AN DON IM RUDI N3 uPONAc uaCEM EEw owar .B AND PNOFE RTI ES. TNI_ o aTu 6EDAREIS HAVE BECOM E S TABILE FD AOLIT N os nau IOT A LAMEDD TOWET WEATHERL P ERIODS . THE C OM:MG T IS RE SP ONSIBLE FOR ALL SWEPP UPDAT ES /-/ /-I-/-- i-/-/ --- /;/// /-;/ / %-- ---/,-/-/-/ -/-/ ; /-/,//--/-/ . -.%-% -/ i DID 4 IX ISTING STOMA OR NN- (TO BE RE M0.0) W. RIVER STREE T AS LL BUSTING/PROPOSED STOM A DRAM INLETS (FIT) PRU NAUt ALL BUSTING/PROPOSED L„,STOR M DRAIN INLETS(T` RJ BUSTING STOMA ORN N \ 10110 1A0 .01.1.1S1 HESLIN CONSTRUCTION 1PN 019-0403 1 - / / / /-/-/ ;-/ -— // / M EM '/1 u1VESR RNSi / - AP 14 019,09�O30-40 / t PROUOE CRWEL BRCS AT PLL IXISTING RROPOS® GRAM__BAGS bl uN A uwNn mLtls(I VH.J FL U,. I li t NUP UUL U STOMA DRAIN TRENCH CVP .) II It II ALONG THEIEPROPOSED - / / / / — / / / — / / „, - / — / / / / i — 10095 WRN ER ST - / /� NUB / — Ir / / /- /--H / //-/— ---- a - - .- / / .- - - LINOS SOCIATES S IMAM IMINC.00 C ONF ORMED SET C7.3 S C C DRAM BY: .R DESIGNED BY: MG GHELKI II BY: MG J. NU.: WB[URI //---- s']BT • NUB —- I— Know what's be lo w.• • —/-/�- b; Call before you dig. CONSTRUCT l4 UMDEX 50'L CONSTRUCTION SITEH ENTRANCE/U r w M I. R IV ER STR EET rt PROMOS GRAV EL BAGSCY AT EAST IN Grox LAS ED STO RM DRA IN WLETs lrrP .I G EN ERA L R NA m aim P UCE FINER RO LLS D OWN 0Rko lE Nr OF AL L CON STR UCT ION AC T NRIE5. ALL T LL BE FRurELTED IR EF. DET AIL 9, SH EET <e.l I. A LL DISTURBED AREAS SHALL SE RUE ° STATED. A LL C HJNSTRIX:TION SHALL BE PER FORM ED IN C OJMFLRNCE WRH THE NATIONAL PO LLurA Nr DIx FARO E ELIM INATION SYST EM[NDPDES,}.CO NTRACTOR IS RESPO NSIBLE FO R IAINTAIN.A 5. IOST ALUTIONA ND FAN NrEN ANCE OF EROSION CONrNOL M EASU RE S ARE THE RESTON SIBILRY OF THE CO NrN .TCR.THECONTRACrO RSHALL ER RESFCN SIELE FO RT HE PRerENTICN OF CO URSE S.A Nd IXiISINA NTRUDINO UFON AD JACENT RO ADWAYSA NDPROPERTIES.THIS RESPCN SIBILITYSH.LL A PPLY THRCUOIg UT THECO URSE OF CON STRUCTIONA ND UNTIL A LL DIST URBED A REAS HAV E BECOME FER IODS.T HE CI JNTR ACT LS RESFO NSIBILE FON A LIZED LL .FFP uFwTESSHA LL R ED TU W ET WEATHER 0 i 0 100891MRREN ST 0L0 Awn HOUSE r / 10039 UV RIVER T i. v c nu Ap N LLJMQ S s TEmisznslyi C ONF ORMED SET C7.4 DRAM BY: DESIGNED BY: CHECKJ. NU.: MG Jf MG MG 958[UW -J a RRMER ST PROVIDE GRAU EALL PBH AGS STOW O RM N INLETS (T VP. ) All IXISTINCIPROPOSED STORM ORN N INLETS (TYPO II 197 PROVIDE GRAVEL BAGS A TOP NN STREW GUTTER CONN BTIO N(TYP) • 1003111V RIVER ST UNOHPIN STRUCTURA L APN 01&15603 IN GO CHW ORM ORNN- OH W OHW 0111, ...- -- .--- .../. .-- '- ../ '..e . .,- . ' ...e ./ -' ... -':::';:::::-- / / / j/ / // 101 Wu RST / /// / / / / / / / / / / / / // / / / / / / j /--- -- '- / / / / / / /„-- / / / / / / / / / / / / /„ / / �/ /� / // / / / / / / // ///i / / -/ W. RIVER STREET / 1141.5 UnAiri Know what's b el ow. Call before you dig GENERAL SHIS N OTES: 1. MA CE FIBER R OLLS DOWN G R ADIEM OF AL C ONSTRU CTI ON F CTMDIES . ALL TREES NE AR CLIV STRUM NI P OM MIES u BE FRUTECT ED ( REF . 1ErA1 L4. S HEET C.B.I ). 0. AL L DISTUR BED AREAS S HALL BE RE VEL ErA T En. 4. AL LCINST Ru_'TI ON SHAL L BE E FOR L ED IN CIJ x,FvaNSEwnE THE 14 Na OLP OTTAwr .. RTI E ELIMIN ATILMS YS T w13P OL* . CUNT RALTO RIS RE N5I BL E FAX MAI NTAI NBw A SAP I NS TPLPNTI ON AND M.IMEN ANCE OF ER OSION C ONTR OL MEASURE S/ WM THE RESW NSIBILD YOF THE COW RACTOR .T HEC JNTP ACTOR SH.LL SE RESP ONSIBLE FOR THE PREVENTION OF IN SYSTEM, N ATURAL DR AIIME COURS ES, ANDaR INTRUDING uPoN A auENRO A DWAYS OA DWAYS AND PRCFERTIES . THIS RESPamBlu-m .B .u. APELrTHRCuala rr THEC OURSEOFCO NSTRUCTaN AND uNTIL Au . PERIO DS . THECONTRAC T IS Rai: 0.11M FORALL SVP, .SH ALL N OT BE WAITED TO WET WEATHER D ATE S IXISTING STO MA DR AIN LIN OS &4SSOCIATES TEL ., WEST RIVER STREET CALIFORNI A I%i a C ONF ORMED SET C7.5 a a DRAMS , DESIGNED BY: CHECKJ. NUB BY Jr MG MG PSB3UN1 AP BROX MATE IXTENTS WEST RI VE R STREE T l lf� PROVIDE GR AV EL B AGS AB " ALL HJUSTINRVPROPOSED STORM DR AIN INLETS MP) INBTPLL&MAINTAIN FIBER THE DON M C RADIEM OFWEST RIVER STREET uuris INSTALL &MNMAIN FIBER ROLLS DOWNSTREM OF STOR M DRAM uu 1 LEI SIN CONSTRU CTION GE NE RAL am p Nelm s: 1. RACE FIBER ROLLS DOA•N.3 .DI ENT OF ALL CC NSTR uCrIC N A OTNRIES BE PROT ECTE D (R EP. DETAIL 4. S HEE T USIA . ]. L DIS TURBBED AREAS...a BE REVESEaeo L 4. ALL CON STRUCT IO NSHALL BE PERF OR MED IN CCEWR HTH E NATIONAL TRLWT AM DISCH ARGE ELIM INA TION SYSTE M (NDPDES4 CJNTRAerNTRF' .T OR IS RESPONSIBLE FOR IMINTAININ O A SWPPP. 5. INATAu nNCN AND wortENANOE OF ERCSF ON CO NTROL M S ORES ARE THE R ES pONSi sIUT Y OF HE CONTR AC TOR. T HE CON TRACTORS ALL BE RESFONAI SL E RC N THE PREV ENT ON OF T IUN CO URSES. A NDORIMRUDING UPONADJACEM F OAEW AYS AND PR OPERTIES THIS IN E RESPON SIBILITY SH ALL AP PLY THROW IOUTTH EC OURSE OF CO NSTRUCTION AND UNTIL ALL DISTURBEDA REP S HAVE BECO ME ST ABILIZED ANDSHALL NOT BE LI MITED TOWET WEATHER PERMS. THE CU M RN, IS RESPCWS BLE TOR ALLSwPF P U paw.. Know what's b el ow. Call before you dig LLJMQ S s NB .7 p. 0/BO/ 24 CI5V- C ONF ORMED SET C7.6 a a a a DRA MA BY: .R DESIGNED BY: MG CHECKS]BY: MG SWEEP DAILY OR MORE FREQUENTLY AS NEEDED SCOUR PROTECTION (BOTH SIDES OF CULVERT) INSTALL CONSTRUCTION BOUNDARY ( CREATION OF ADDITIONAL INGRESS/EGRESS POINTS S A J NU E=ICE 3"%'A GGREGA TE IT' DEPTH RAIN ) RLM BEL STRIP AS NE®® UE REINFORCE MENT AS NEEDED GPAV£LFUL ARE F. DTH OF INGRESS/EGRESS O iQAIM U R NEEDED NOTES: 3. THE A GGRAU OUNS I HULALL I3N8ENI 'CRMICEUSHED SR N,ROCKE USED AI ALL Y UIN I S OF LUN S I HUL I NUN INOHESS ANU EOH.S. 3. THEENTRANCE SHALL BE PROP ERLY GRAD ED TO PREV ENT RUNOFF FRO M LEAV ING THE CONSTRUCTION S RE. 4. THE ENTRANCE SHALL B E CONSTRUCTED ON LEV EL GROUND,N MERE FEASIBLE A ND LO C ATEG WHERE PERMANENT DR WIO NAY OR P ARKING A REAS PRE PLA NNE U 5. ADOR IONA STONE SHALL BE PRP/10E01.EN SURFACE VOIDS ARE NO LONGER N SI BLE OR WHEN THERE IS FREQUENT OFF-SRETRAC KING. FREQUENT OFF. SITE TRACKING M AY INDICATET HE NEB] FOR GRAVEL REPLACEM ENT. O. CONTRALTO RTO MAINTAIN CONSTRUCTION EITRANCEA T ALL TIM ES. /. ALL SEUN IENI UEY US II S UN YA,./EU HUA NIN WS SHALL LIE SW,' I N NU HEM LNAU LIAR U HENS NEEUEU. 8. LIMB CONSTRUCTION TRAFFIC DURING WEN WEATHER OR (M ENTHE SITE IS SATURATED, MUDDY OR COVERED IN SNOW. 8. LIMB SPEEDS OF INGRESS VEHICLES TO 5 M. P.H. OR LESS. SACK TO OVERLA P OFRK BACK OF CURB STABILIZED ACCESS SCALE: N.T.S. GRAVEL BAGS 0ARO CURB OR CATCH( GAP BETWEEN / BASIN SACIS A CTS AS RUNOFF THREE LAYERS OF FILWTTH ENDS LSU II/US OVE RLAP El (SEE NUIEU) FILTER BAGS OR FILTER 3 M IN FA BRIC IN G IY .LUOEO VALI :LMUL AIlu n AND REMOVAL OF SEDMENT 1U SA CKS SHALL BE MADE OF WOVE N GEOTE(TILE FA BRIC. 2. SACKS TO BE FILLED WITHP*W{SHED ORAN ROCK OR ',TRASHEDPEAGRAVEL 3. CONSTRUCT ON GENTLY SLOPING STREETS WHE REBVAT ER CAN P ONOAN] ALLOW SEDIM ENT TO SEPARATE OUT OF SUSPENSION. R TIGHTLY TOGETHER TO M INT HE SPACE BETWEEN SACKS. Anu YALK s w.KS 5. LEAVER GAP OF ONE SACK IN THEM( DOLE OF THEN OP ROW OF SACKS TO SERVES THE SPILLWAY. SPILLWAY HEIGHT SHALL BE LOW ER THAN CURB HEIGHT AND SU M LIEN ! SILt IU PASS FLUII. I. HUM SE ,HE SI WIN 8. INSPECT AND REPAIR BARRIER AFTER EACH STORM EV ENT. REMOV E SEIDMENT ME N R RE ACHES TOP OF SP ILLWAY(CURB HEIGHT). 8. SEDIMENT A ND GRAiE L SHALL BE NM®IA TELY RBAOV E3 FROM TR AVE LED WAY OF U. ROAD. YHU IEL I NUN UN ALI tHNA INt s SUCH AS 11.10 meR HI EUtHU LLS AR E AC CEPTA BLE. INLEI ORBCAT CH BASIN FILTER BAGS OR FILTER ALLPNACCLMULATION PAID RBAOVAL OF S®MENT SID R IVA L DI IN LET PROT EC TION SCALE: N.T.S. RAVEL B AG WE GETS AT ENOS AV UT UN ULM EH LET tr HULLV NI HI UHAL BAGS AS WEIGHTS 211:1� OFF PAVEMENT OSTAPES FIBER uUUNU AI IUP INCREASE SOIL "LC /d ORRE STAKES UUNI AL 1 UN UNTIL STABLE UPHILL SIDE (BACKFILL) INSROLL NEAR SLOPE FINISH GRA DE ON P AVEMENT ROLL FINISH GRACIE P AEMEIT FIBER ROLL ON SLOPE VERTIC AL SUN UNU M EASURED ALONG FACE OF SL UM EV,HI. BETWEEN 10,0 ' f OVERLAP I NGVEL RAG WEIGHTS ON NB NtNRGHTEO (P LA CE AT L BIOS AND 3' ON CENTER) WOOD BOON D AT TOP FIR. HULL ALIGNED ALONG CONTOUR DRIVE ST AKES UN I IL SIALILE DET AIL COURTESY OF NUI I NPA EHUSI UN UU N I HUL TEAM 3. INSTALL FROM BOTTOM OF SLOPE UP TO PRBnENTACCIDENTAL DOWNS LOPE CO NTAMINATI ON . 3. FIBER ROLLS MUST BE ENTRENCH ED 113 TO 1/2 HEI GHT OF ROLL TO ENSURE MN: MUM CO MALT SURFS CE AREAUNTH SOIL. 4. ENSURE THAT THE FIBER ROLL MAKES GOOD CONTACT WITH THE SOIL ATALL LOCATIONS: SHALL u. FIBER ROLLSSHACL BE STAND IN SUCH A MANNER THAT THEY ARE NOT DISTURBED BY WINO o. IF MORE THAN ONE FIBER ROLL IS PLACED IN ARMIN THE ROLLS SHOULD BE OVER LAPPED A N E NDS Ut I HE tIut H NULL UP SLUY t IU YH E+bNI HU NUtt I. NUM UUI nu AH U UNu THE ROLL. u. INSPEETAND MN MAIN FIBER ROLLS DR LY PAID AFTER EACH STORM E VENTS REMOVE SEDMENT DEPO S RS WHEN DEPO S RS REACH 10 HEIGHT OF INSTALLED BARRIER. NO NWOVEN FI LI EH DER DRAIN INLET FI BE R ROLLI COIR LOG FILTER FABRIC SET UNDER DR AIN INLET OVERLAP FLO W 51 SHEET FLOW INLET WEIGHTED FIBER ROLL OR FIBER ®a. ffie ROLL WIT H GRANEL BAGS AS ' MIN OVERLAP FABRIC SET UNDER DRA INA GE DITCH INLET NOTES: tAMIN I[ wn UlEI EH HULL ANU Bt INSTALLED BEFORE CONSTRUCTION BEGINS. US GRAVEL BAG S SHA LL BE WOV EN FILTER FABRIC. BAN D BAGS ARE NOT AN 3. ON PA VED SURFACES, SUBSTITUTE STAKES WITH GRAVEL BAGS (USE PROPER s IA UNUM t HUus). 4. CONSTRUCT ON GENTLY SLOPING STREE TS WHERE WATER CAN POND AND ALLOW S®MENT TO SEPAR ATE OUT OF B US P E ISIO N. INSPKT AND REI'AIR FIBER ROLLS EAE H DAYAND AFTER EACH STOFM EVENT. RE MOVE SEDIMENT WHEN ONETHI RD OF THE FILTER DEPTH HAS BEEN FILL®. O. SENTIENT AN D GR AVE L DEPOSITED ON RDA:WN W SHALL BE IMAM LATELY REMOVED. ]. IN HIGH TRAP FIC AR EG.INFRK DRAIN INLET P ROT ECTIONN ATHVISIBLE BARRIERS SUCH AS NY CONES. MAN US&UN AI1 EL IIUN AtItH I HE SU HH UU NUINU MLA IS SI IVILEw. 177177 STAKES LIEU.SI WV FEU IN F ENCEWNENWDRK I UST OCCUR WOO' TO I HEEINUNK NO ES: DO OTHER(NOT NIR SE .%WPERSONNEL . OTECTI E FENCING . 2. OR �UIRMEM.TBAP O RMY OR OTHE RWISEUI ECINPROTELTMEFENCINA [ PR IUN INNIS HEUNHtl)YUHl+LLYHLUEU .ISASALUN NIIUN UY 3. M ETAL OR WIREM!EH FENCING MAY BE REQUIRED. a MEASURING O VER301DBH AT FOLLOW: CO MP UTE THE P ROTECFIIE RADIUS B TAO DING ONE FOOT.PS MEASURE] OUT FR LM THE TREE BOLE. FOR E VERY INCH IN DB H .(E .G. TREE WITH ARP' DBH WOULD RECEIVE A30 PROTECT OE PERMETER) . TREE PR OTECTION FENCING SC ALE: N.T .S . LUMO S 6 AS SOCIATES rer2,113ZE MI NE C ONF ORMED SET CALIFORNI A C8 1 DRAWN BY: DESIGNED BY: CHECKJ. NUBBY: RP MG MG NSBLUW NI I E SOFT AND UNSUITA BLE B UB GRACE MATERIAL SHALL BE OVER E(CAVA TED&BAC.ILLE3 W ITH uH STRUCTURAL FILL. OF w.uHW/hi t IOU AC AC SECTION P.N ob li 171, NUM.! U AW B®DING COURSETO EDGE OF CONCRETE ALONG ALL EDGES P AVE RS ADJACENT TO P CC SCALE: N. T.S. FOR P AVER TYPE (OOmm THICK) MIPHIG VERTICALLYY'ALONCEDGE OF CONCRETE H CONCRETE BAND SC ARIF YARD RECOM PA CT TOP 5. OF SUBGRADE COMPA CTION n2 1 REF. SITE PLAN FOR PAV ERT PE VARIES (IT IA N) NOTES: I. SUB GRADE SHALL CONSIST OF 17 M IN POORLY CRAN ED SAND NV GRAV EL OR 0" MC REBATE Y GRADED SAND W)GRAVEL ORB" AGGREGATE HL GGREGATE BASE IS NOT PRESENT. CONTRACTOR SHALL OVER IXLR/A TE& BACKF !LU AUS' AGGREGATE BASE OR STRUCTURAL FILL 59@ l2" RECOM PAGT TOP IT U.. LA WNY OF SUBGRADE TO 857 RELATIV E COMPACTION SCA RIFY AND RECOMPAGT TOP 5' OF SUBG RADE IUNCOMPACTION 3" ROTATE D TYPE E C UR B & GUTTE R 1"THICK SAND BEDDING COURSE NOTES: T. ',M EHL V) vAVw s MU!( grAVw s IN S !AU_ PAVw w UI NU UN FL USH NUM, 3. S UB G RADE S HALL CONSIST OF S' MIN POORLY GRAON3 SAND NV G RAVEL OR ACCEPTANCE. E IF G" OF POORLY GRADED SA NDIA" GRA VEL 0RG"AGCRECATE BASE IS NOT PRESENT. CONTRACTOR SHALL OVER &CAW E& BACKFILL IA0 G" AGC REB ATE BASE OR STRUCTURAL FILL. 3. SO, AND UNSUITABLE BUBO RADE MATERLAL SHALL BE OVER E(CAV ATED& BAG BFILLED WITH EQUIW LENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. PAV ER SIDEW AL K SCALE: N. T. S. SAND BEDDING COURSE 3..(GOmm)PA VER M9 CONTINUOUS OU YSI CONCRE TE AI EU&tlW.KFILLtlI 5511 EQUIVALENT DEPTH OFAGGRECATE BASE OR STRUCTURAL FILL. HEAV Y DU TY PAVER S SCALE: N. T. S. GIAUUHUUMI A5 ON PLANS 1Z' RYERSON." 'STEEL PA VBi ®GANG EQ UAL (E) SOIL CLR . LU 116(3)119 REB AR CONE I 8" CLASS LAG GREGATE 111 .17L GUMP AL:I 1 11 111 REIATI. COMP ACTION 36" VALLE Y GUTTER SCALE: N.T.S. S10L HA NKS II ELL SPIKE PA VE R ED GI NG REF UTILITY PLANS FOR TRENCH DRAIN L EICTH J A SECTION BB NOTES: & HEEL PROOF GRATE BY DU RATRENCHYST ARQA ADPAAK. ORAPP ROVED f uw EQUAL. JB T YPICAL HEEL PR OOF TRE NCH DR AI N SCALE: N. T. S. LLUMOS 6 AS SOCIATES TEL:7 M3276111 C ONF ORMED SET CALIFORNI A ItIZV C8.2 DRAWN BY: JT DESIGNED BY: MC J. NU.: NSB[ .UW YANK AI NALENI TOPCC REF. SITEANfyOR &TEND GEOT EUILE FABRIC OF CONCRETE ALONG EGCE OF CONCRETE m9wwww um. REF . SITE PLAN FOR P AVER TYPE CALLED OUT ON PUNS SCARIFY AND RECO MPACT WE REL ATIVE CO MPACTION 40W PSI CONCRETE NOTES: 1 BASE CONTRAC TOR SHALL NOTIFY ENGINEER FOR S US GRADE ACCEPTA NCE . IF N. OF POORLY GRADE D SAND UN GRAVE L OR B"A GGREGATE BASE IS NOT P RES ENT, CONTRACTOR SHELL 3. SON AND U NSU RAB IE S UB G RAO E MATE RIE L SHALL BE OVER E8 GAW KED & RECKFILLED WITH EOUIV ALEM DEPTH OFA GGREGATE RASE OR STRUCTUR AL FILL . PAVER FG M IN. LE WE T OP OF M INT' BM ED POLE INTO ARCM' 6" FLU SH /R EST RAINT CUR B SCALE: N.T.S. r.3" BOLT WITH An uw (2 PLACES) MI 2 S UAREI2 GAUGE ALL SIDES PERFORATED GALVANIZED STEEL TUBINGwLHUuw 2-1" 2 18" SQUARE 12 GAUGE SOLID TUBING SLEEV E 24' It SULNKE 12 DALIUL S EWN WE OR VG AS CALLED OUT ON PUNS DEPENDING ON LOCATION SEE PLAN SHEETS SEUI ',UN UNEI EANLHUH AS CALLED OUT Iu MIN. 8• +— ON PLANS 1 tINSTA LL S NOWPO LES AT TOP BACK OF CURB AT A LL CURB RE TURNS.A NGLE POINTS. AN DM A(MUM SPACING OF EVERY300'. CONTRAC TOR SHALL LOOM)IR ATE WITH THE TOW N ON ED ICT LOCATIONS BEFORE INSTALLING. L SAWN YULE .5LEE, IS CUNUHE I ABA SE W ULF. IttSYAI A LUNUYN I HA A 3. TOM ATO PRO VIDE AN4 INCH SQUARE CAP TO CODER E MPTY HOLES IN SNO W PO LE SLEEVE TRANSITION CURB HBGHT AS NECESSARY TO MATCH SIDEWALK (DEPRESSED) V AR IES CURB TRA NSITIO N STANDARDS" CURB NEON( (UNLESS OTHERWISE N ut ELI) SCAR IFY AND RECD ePACT IUY 851. RELATIVE COM PACTION PA VEMENT SECTION AS CALLS OUT ON PLANS I TOP IT OF SUSG RADETO 851 REL ATIVE COMP ACTION 4000 PSI CONCR ETE NOTES: 1 BASE. CONTRACTOR SHALL NOTIFY ENGINE ER FOR S US GR ADE ACCEPTANCE. IF N. OF POORLY GRADED SANG W GRA VEL OR 8 "AGGREGA TE BASE IS NOT PRES ENT, CONTRACTOR SHELL OV ER & CA NTE D BECKFILLIA B" AGGREG ATE BASE OR STRU CTURAL FILL. 3. SOFT AND UNSURABLE SUBG REDE MAT ER I N. S HALL BE OV ER BIGAV ATED&RECKFILLED WITH EOUI VAL EM DEPTH OF AGGR MATE BASE OR STRUCTUR AL FILL. 6" BA TTERE D C URB 1 U I U Nf l RELATIV E CO MP ACTION . COMPACTTOP 8" SUBGRADE TO WE REL ATI VE CO MP ACTION . 4" RO TATE D T YPE E CURB & GUTTE R SCALE: N.T.S . / 4• I y SIDEU WLK— \\,.. PEURLS WRNS.. RSPECTIV E ONLY (NOT FOR CONSTRUCTION)) (I /I� uu 7ilH �. '' nal. UIWIItAi• � DRIVEWAY 1. eu AT 1 ' \ � 4 • SID EA WLK— \\,. . 'I AA T60.C.NVIXAN SION \hr fI ti\'\. :+ +q.F. ' , ' DEPRESSED CURB" , O . 1.1116 1 v INH / 1- TRA NSITION LS NEEDED S AN LUT o� swutim (M AT ((A: ALK H ORN 0" AGGREGATE BALE MIN DEPTH OF AGGREGATE B ASE SHALL &TEND THE FULL ut ( gw:rrvu(V PHU Htuwl t CLMPACTTO WE RELATIVE COMPACTION T EMPO RA RY PATCH T RANSITIONHI- - F6 N0=DED MATCH(E)DR MEWAY MAOTP DEPRESSED CURB BOTTO M OF CURB &P.JOINT (BOTH SIDES) PACK UHANI 2 OF 4000 PSI CONCR ETE PLC DRNEW AYJ M ATCH &1ST SLOPE B. CLASS 3 AGGREGATE RASE CO MPACTED TO 851 RELATIVE C OMP ACTION . CO MPACTT OP N S 14" R. (HP .) A NNE UL TTER NOTES: 1.ALL AUJAN .w I UUNUH LIE H NMU VAL SHALL BEIU N tA1 SAN N3U1 LINES AI HIEN I ANULEN . 2. W EAKENED P LANE JO INTS SHALL BE CON STRUCTEDATS PT INTERVALS . ST ANDA RD D RIVEWA Y wl 4' WALKWAY LAM S s 4S 8OCI4TEs WEST RIVER STREET 1- z w w 0 CC to d J W~ a 0 U F w w CALIFORNI A I%i C ONF ORMED SET C8 3 DRAWN BY: RP DESIGNED BY: MG CHECKBI BY: MG LOU PLH PLAN 1.-113 CALTRANS GRATE241S SEESTOPLNI TA]B E SLOP EAS GUTTER POBAENT REFER EMI EO CWTPS I PPE SP SUMP HALF PLAN OF MANHOLE FRAM E & COVER SD or 0 o STOWE DRAW Of OCP&N PL6IMEW 1 COLTRA NE GRATE2 412. SEE STD P LEI DETB I. AL WWI to awuLtlt H[U 1 HAFE , DRAIN INLET - 36" x 36" BOX TYPE G2 CURB INLET CALTRANS G2 ORAINEGE INLET xglY ORMwwLMm cIr I 5C - IMMO STEPS 9 ARE REaAREO NW WO OS OF 50 WWII DR CREAM ER. CESION LOW 14-20 mArno - BASE C FNF_R EA ET Of C ANOER D- AT wn o. SCALE: N. T. S. Mrdtko RRDTr ,11,. 410.0 rAlfB ST OR MD RA IN MA NHO LE FRAM E & COV ER NOTE: SAN : O I RON WM. 6 ON EK Ru1% M Omer SEcnorr. .ERW E WO W SW WM Ow/ &WOW to ra w IREOW NEW W AX SIEW RE Nome. 111 WO N OR NA SEN Wor n Qr{NM R irytwJA¢ WHE WI NO R. OOAR. 0�w. own R MR 11 6 W ON Affil ATM MEM owNows EN worms ow ova c ow WSW W WWI= WALL WOW MEWL WORK KW. AL L NM OW. foranos or no witioLE 03, cAllwo- PACE MEWL I OW WY NE &M AW Sr R AWER NEMO, OM TM MOMS MO ro ps pp ep pup pp.. T OP co no RE T owl ow, st Hamm o Mu W OK N. AL wan WC NO WNE0 TABL E OF DIMENSIONS MAR. PIPE M.X. R Y T MIN. IN NER DM 60' 60' . NY 0' AY T2' RD' R2 10 1/+ "RENOIR L 1T 11r1 T RASE 6' MI 412 . M M. PAYED ARE AS LA. 04OMCRADE IN EASE ME NTS 12 FINISHES AROUND MANHOLE FRAMES AND COVER CAST —IN —PLACE BASE NDTESL 1. EU WAN ECCENTRIC CONE& SHALL INCLUDE LADDER RUNGS FOR ACCESSIBILITY. STORMDRAI N MA NHOLE T DOLVvER aTM"V' SCALE : N.T. S. LUMO S 6 AS SOCIATES TEL:l MEOW , WEST RIVER STREET CALIFORNI A I%i 5 C ONF ORMED SET C8 4 DRAMS , RP DESIGNED BY: MG CHECKS]BY MG 1. PRIO R TO STARTI NG CO NS TR UCTI ON OF W ATER SY STEM ACIRO VEMENTE A PRE -CONSTRUCTION MEETING MUST BE ATTENDED BY THE CO NTRACTOR'S ONS OE SUPERVISOR . 2. CONTRA CTOR IS RESPONSIBLE TO NOTIF Y DISTRICT PERSONNEL A MINIMUM OF FI VE (5) WORKING DAYS PRIOR TO THE STMT OF CONSTRUCTION AR DOR WORK INVOLVING DIST RICT STAF F. CALL 582 -DOOR. A LL CONSTRUCTION AND MATERIALS PER TD PUD WATER S YSTEM CONSTR UCTIO N S TAND ARDS (CURRENT RE VISI ON). THE DISTR ICT MUST REVIEW ALL MATERIALS USED ON THE PROJE CT . A MIN IMUM OF S EVEN (TI WOR KING DAYS IS NEEDED TO RE SP ON D TOAD_ MATE RIAL SUB MITTALS . S. SUBSTITU TION OF SPECIFIED MATERI ALS MUST BE APPR OVED BY T HE DISTRI CT PRIOR TO IN STALLA TION . S. AMIN IMUM VERTIC AL SEP ARATION OF 12• (1T MUST BE MAI NT AINED BETWEE N WATER PPELINES AND A LL O THER FAC ILITIES, EXISTING AND PROPOSED. D ISTRICT APPROVAL MUST BE OBTAINED PRIO R TO BACKFILLNIG WATER SYSTEM IMPROVEM EN TS. THE DISTR ICT AT ITS SOLE DISC RE TIO N, MAY RE QUI RE ANY WO RK NOT APPROVED FOR BA CKFILLINO TO BE EXPOSED FOR I NSPECTI ON. ALL THRU ST BLACKS A ND RESTRAIN ED JOINTS MUST BE VIS UAL LY INS PE CTED BY THE DISTRICT PRIOR TO BACKFILUNG. ALL HOT TAPS MUST BE PERFORMED BY DISTRICT STAFF. 10. COM PACTIO N TESTS MUST BE PERFORM ED BY AN A PPROPRIATELY LICE NSED PROFESSIONAL. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE DISTRICT C ONS TRUC T -10X NOTES FOR M -1.2F 2- T-00 4 TRUCK EE DONNER Public MMNIV DIAINcl (RETAIL FOR REFERENCE -NO WATER M AIN IS PROPOSED WITH =IS PERMIT) PLAN VIEW M AIN TAP DETAIL som NO SCALE PP NDIR OERDI NOME 1. TOR TE TO PERFORM L SC HECULE TAPS A 311 111 EMS IN MUM. 333 .63 nK 6Cre1B EFOT�NNMU MNOURS ME IxPE ON EEL N 0 ALL AR EAS Or ,. W RN� ANa P P,• oMA TE R. T RUC KE E D ONNER PMbIS USSR DNMM IN, MM AREA OF EXCAVA TO R OR Wlx TA PS J' AnO wR ER UN FO R TA PS 2,140 SM ALLER A. Ur MINN NO SCALE C KK b0R@[F.IISpg3 1. m mAnN Lm45 E6 Amo R!M UMS T MMTMPEn MFxrRT6 . 02960 025 65 02643 JOINT TRENCH DETAIL W -2 S IMMO 3- TA -07 TR UC KEE DONNER Pubic = My DO= S OLLE NO SCALE NK SCHEMATIC PLAN `vnP Sn E / RIM¢ 03 111.633211 34 10. 03116,12 DETAIL OF WIRE ATTACHM ENT AT SPLICE DETAIL MAT LOCAT OR WIR E DET AIL 011006011 W.5.1 0-1301 4 TRUCKEE DONNER P1&Ic Utility DNbip KALE NO SCALE CRATM MC MM OVII0 NK IOEIMI L FOR RE FEREN CE- MO WAT ER ROBIN 15 PROPOSED W ITn Tnls P ERMIT, MOO 02480 M NIMU M T RENCH ovnzoc t PA YED H3109 TRENCH DETAIL FOR PIPE 4• E L ARGER TRUCKEE DONNER Public OIIiy CR10 05 MC ry 3A 23 33 SCALE 22N07 90 ° BEN D 45' BEND PI PS cc .6i . r r 10 • 1r Pre SITE r Y I' op Ir an PM 2 F 2 111 16 �. N£T 1 2 • I0 n 22-TY2 TT -T!4 BEND BEND T EE OR DEAD EN D Pere SIRE A r r sr 1r PIPE 5 IM L r r 10' .. e n FEET 1 1 2 9 6 aa. fFEf 2 S 6 L 12 NOTES: 1 A REAS MEN AR EFURCLAS S WO PI PEAT T EST P RESSU RE aR 1M P .RA. M boa WIT H 2 261.00115 TO IMM URES A OAFMT MU bIXMREF OOT,. OF UNOISNR661. 0aA5 INDIC ATED OR TAME 6 ALL B OL TS MO JOINTS TOS E KE PT F113 6 OF C ONCR ET E MPREI V OIMMTE R Itc.t1 FIER OMCA4E5TMMFO1IM O6H USE OF APPR OVED XOTT RMN,METR D0E ATMM AT ERLNS TOENT RO VEUR 6RW T3 0 INSTALLATION TECUNICALSFECIM ATONS 'THR UST 33 001BEARIME AREAS 0.13 3.2 • '63 0.3 M.1693 2-1661 sms y51051D ONNER Pubic UIMy Distri ct Pubic Utility MC N( LUM12S 6 AS SQCIATES ; SAP 11=1;E 01131E C ONF ORMED SET R C8 5 DRAM BY: RP DESIGNED BY: MC CHECKS:I BY MG J. NU.: M62 .UW FIRE AND LA raw E LBO W ALL JOI NTS WITHI N 15 FEET OF A HY DR ANT IA I ER AL TEE SHAL L BE REST RAI NED. THE CO NT RA CTOR SHALL, TO THE MAXIMUM EXTENT POSSIBLE, INSTALL FULL LENGTH STICKS OF PIPE ON EITHER SIDE OF AHYDRA NT L ATERAL TE E. �8 'x8 'x 4TEE B• PIPE THE EXAM PLE SHOWN IN THIS DETAIL IS o. - D ON 8 -INCH PIPE. THE CONTR ACTO R IS REFER RED TO - ON 02565 AND THE TABLES GIVEN ON PA GE 2 OF MI L AL FOR O THER PIPE SIZE COMBINA TIO NS. (RETA IL FOR REFEREN CE• NO WAT ER M AIN IS PRO POSER WITH TH IS PERM IT) P PIPE 8' PIPE 8 '45 ' ELB OW 8.• PIPE ALL I NU NE PIPE JOINT S 1/1111E ARE. 3NVWNINBOLO SHALLNENESTNNNFD �IN ACCOim ANCE WIT H T HE SPECIFIC ATI ON8 (1YP) 8' DEA D EN D (END CAP OR PLUG) TRUCKEE DONNER Public U M6y District TEES TE LENGTH TEE LE NG TH / DEAD ENDS 4x 4,\ 6FEET 16., 14x 10 47 FEET DEAD END d• 4 4 10 Ir 1{• 14 M 1' 4x42 4 FEET 14 xNI, tr se FEET END CAP 42 FEE T! 61 FEET - 79 FEET 96 FEET 112 FEET 122 FEET t 172 FEET ] LI FEET 424, 4 BR 14x 14,14' TB FE ET PLUG 42 FEET 61 FEET 79 FEET 88 FEET 112 FEET 128 UN ME T 172 FEET 201 FEET 17, 17x0 OFEET 16'x 18• BS FEET THE TABLE ABOVE OWES THE LENGTH OF PPE FRW THE DEADEN THE PR£JCNB M UST RERESiPMED. 1721724 28 FEET 20 ,2 • OFEET 10,10x 8• 64 FEET 27 x2024 \ 1 FOOT 10, 10,17 70 FEET 20x20,6• 1720 a FEE! 2, 272 17 7 61 FEET ST E fY 21r,4 21 FEET EET 27 xNY217 61 FEET Ir2 12, r 49 FEE T 27 ,20,14• RIFEST ELBOWS 12, 17217 72 FEET 27,27,17 91 FEET ELBOW P 1r, 17217 la FEET 20•,27,27 117 FEE T • '' 'SEET 4 17 1? 14. 14 20. 2. 2 FE ET 4 FE ET 4 FEET 5FEET' S FEET 7 FEE T 9 FEET 10 FEET 14,14•x 4' OFEET 1' 21' x4. OFETT 226. 4FEET 8 7FEET 9FEET 11 FEET 12 FEET 14 FEET 17 PEET 20 FEE T 14• x11', 6' 12 FEE T 1'21. 28' OFEET 1. 214'2 8• SSFEET 24'x 1• ,8• 18 44 9FEE T 12 FEE T 16 /9 FEET 22 FEE T 27 FEET 30 FEE T 36 FEET 42 FEET 97 22FEET 29 FEET 38 FEET ET 53 FEE T 24 FEET 72 FEET 86 FEET 100 FEET 14 •,1{•, 10 81 FE ET 1' A24, 10. 38 FEE T 14' ,14' ,17 68 FEET 1' , 1' GB FEET TH TARE AB0 /60N E8 THELEN OIH OF FREON SIDE OFTE ELBT YIATTHEPIPEJOINTS RUST BE RESTN WED. 1'214. 210 BI FEET 24).K... .‘ 14. 72 FEET 10, 18•, 4• 0FE6T�M•x1' 21P 87 FEET ink 14x 10x4 FEET 24'x 1', 27 114 FEET (RETA IL FO R R EP EREN CE• HO WAT ER MIN IS PRO EN INIT11TE IS PERMIT ) WV •, 1814x4 30 FEET 24•x 1. 224• 139 FEET 0)608 s ee�4 M ECHANICAL PIPE RESTRAINT fmtv pm, W43 Re mo, 2. 4-0 4 CENT PAGE 2OF2 THE MOV E OIVEBM 100 3TH OF FIFE ON TH E BR ANCH T INT BE RESTRAINED . PIPE ON THE THRO UGH N UN MA Y BE UNRERR AINEO TRUCKEE DONNER NO DEDTHAT ANO THER NEA RBY FE TNOOOEBNO TREOUIREPEBR OPED PPE. P udic WilyDNN H 4 . 1x CONSTRUCTION NOTES: CO VE B ARRIE R P OSTS MA YBE REQUI RE D (SEE 1Vd 81) . 2, Fl HYDR ANTS SHALL BE INSTALLED A MIN W LOA DISTANCE OF SW (5) FEET BEN - • THE EWE, PAVEMENT OR T WO (2) FEET BEHIND ASPHALT CEMENT DIKE , IF AN AS CEME NT TE IS PRESE NT. 1 2 LOC AT OR WIRE RISER WIRE LOO P TO E XT END 12 PAST RRER F IN IS H GRADE DRA NA GE PI T 2. 5 SQ UARE 2s DEEP WITH,' TYPE F NAT FRIN WRA P D RAIN R OCK IN FR IERFABWC. TOP OF O RAI NA G PIT MIN DRAIN 7r FULL DEPTH ZONE Rt TYPE G BACKFI CO MP ACTE D TO 95 % MN 72 IN 8' PIPE MINIMUM 17 LONG 6. GA F ULL Y REST RAINE D F ROM FO OT VALVE TO W ATER M AI N. DOC ILE IR ON PIPE ONLY. 1FUNCu Ve en W23.1 FIRE HYDRANT DETAIL 02200 0262S TRU CKEE D ONNER Public SlEEy DASD CONC R BL OCK 3. MI N THROB W -22A \ 42 03 NO SC AL E MC PIN LR Fran FO R RE ER ENC E NO NT RRRNT C P ROP OSE D WRN TN S PERM') PROPOSED r9 RESTRAINS) DI PIPE (RE" . SHEET C86) CONNECTTO DUSTING 819 DUCTILE IRON MMN PROPOSEDB" 9 OWE WATERLINE NOTES: IXIS TING R" 9 DUCTILE BUSTING *T V AFT ER 3 E RN CE LINE TO B USTING MEI ENO UBE H EAU\2U) 1. CONTRACTOR MAY SUBSTITUTE RESTRAIN® MECHANICALJOINT FITTINGS FOR FU NGE FIRINGS IF PREFERRED. ALL PIPE& FITTINGS SNAIL BEMECHANICALLY RESTRAINS]. NEEDED FOR PRESSURETEB TING. DISINFE .TION. AVD FLUSHIN D INLUJDING. BUT NOT LI NKED TO. FOSTER F"'1EtSLOMPZIT FLNIGES.S AOGLET APS.EFL . WATERLI NE CO NNE CTI ON DET AIL SCALE : N.T. S. ( RETAIL FOR REFE REN CE -N O WAT ER MONI S PR RPRSER NUN TNC PERMIT) LUMO S 6 AS SOCIATES WEST RIVER STREET I — z W W 0 O toJ d J W d 0 U I — W W I- u1 CALIFORNI A I%i C ONF ORMED SET R C8 6 DRA WN BY: RP DESIGNED BY: MG CHEOPS:I BY MG J. NU.: J0tl[ .ULU 2 •412. MAKE TREN CIIO Ne,&ONea 2 20 002 W2S2222 2.Wa W09 02200 MO O 02911 ON O TRENCH DETAIL FOR POLYETH YLE NE TUBING 2' R SMALLER TR UC KEE DON NER PANIC Utility District O nesre S or W- 10. 3 WINO 12d bBT sass NOSC ALE 22.2 12 221120 NK Gu tter not sho wn CASE A SEE NOTE 9 12 14 FDGENT RO EDF SIDEWALK SEE NOTE T TRUCKEE DONNER Public Utility District MUM M( MP (NETAIL FOR REFERENCE- NO WRIER MAIN IS PROPOSED W RN THIS PERMIT) '/� RETA NING LURB IF D" Mm — �-/ NELESSARY AT m(£ RETA INING HIGH CURB 1 R r OF SDEWALK \` 1 nl ` Mln 833% Max SIDEWALK \FRGNT EDGEt'^�CURB TG MATCH OF S DEWA LK Ix RAMP TOPE EE NDIE 9 D 14 CASE C GUTNLINTER FLOE RETAINING CURB IF NECESSARY NOTE T SECTION C —C TY PICAL ACCESS IB LE RAMP DETAILS 1----L ...MtT1 RIEET cern ouN s ARE I TEO 'R�W Ra OF 4 WWI 7. ,/— P PE 1 NOWATN PIRINTHBARIA TMNNm.LAREe R enen csassonamiorio RE QUIRE D VER TICAL SEPA RATI ON BETW EE N W ATER NA NON -P OTA BLE PIPHRIES W,42 4. TR UC KEE DO NNE R PANIC UBEIy District 22. 4,2 2 MC 1222 9221212 2.45' Mln AND D.4T' Max TUH a.g- Min AND o.92 Max I1 BASE Di e R AISED TRUNCATED D OME 0 0 2.3 " Mln A ND 2 4' Mo x CENTPACING SS CENT ER ID RAISED TRUNCATED DOME PATTERN (IN -LINE) DETECTABLE WARNING SURFACE SE E N OTES Pe 14 Af PILIES IOTAl1 LA SS -� CURB --4 {{{/// GUTTER IN WANSITIDN ERECT OL 1RANR RON DETECTABLE PA NEM DJT- 3-1:22'T W StfNO -I 3-DLL%1 NO TE 10 NO TE l NOTE ID GUTTER PAN TRANSITION N 0TES1 t. for comasinatallaV onasas�eoar koAkhloscu oa 0anam?011 u pamp a maybe used Th e ce. r os b ro ne m in Det ail a se not M1 id to be Me same . Coss A can Eltle ne tl2lateuF r epecNlc aelle aw Eltlon anlfguraHon , ER 2ig 044 site c onform to e xl eling sltl ervalk, se a Proje ct Pro ne. . If di sta nce from c urb 4a b ack of sid ew alk is too sh ort to acc ommod at e r amp icegi y d 1 anal atbs i no`mc(lanaing) os sho wn in Cas e Pc the sidewalk may be depressed 3. be ealmllorptasthok shora n FortDeta11 B ( to ured}r oee wblk congguratlm moat 4. Th ee) pro p ocr,17 of the cu b ramp is aa .2,Reol r ect angle , u nl ess m odified in the Prote ct Pl ana. $ , Sltle sl aps of r fibre s vary Ifr6pi from a o xlo pm of 9.O R 1 t c ure to inceC az Gth IongPtu BM01 tle ex0lk slope ptljlcent to tap of the ramp, except The l'at'nt u rta cee at 4 'enaitiona of curb ramps to walks, quttere , and a4eat e shell be of th e sam e lawl. T. Countr s nipes m adjoining gutters and rood surfaces I mmetlrottly adracen Cud rr'T"n 4 incM1 cs N Nc curb r amp ah tll t be ' orT than 1y: OX ttr pa n elop e aM1 oll not e xc eed 1- of depN f ar e acM1 2 ro" of widN . tal eolll antgUrter'eln elope D aBt andbrtlrPlan pg7A each 2'-0' of w19N to moteM1 A 9u le Pon cp s pr 9. Th e d et ect able wa g urMce ill be a t angl e s sh own of b ack 1 wrb, Unleea m otlifiad ' the Proje ct Plana Lurb r amp shell M1av e o detect able warning surface that extentle the NII width and 3'-0 " depM of tM1 e romp. 10. o r020l hle waminga rtb� shall N .T entl tt,e full202 f Ma ra p ex cept maximum gap f 1 inch N ollowetl on eadT sat of the ra mp. Detectable a warningi ons.surfaces shall c onform to the rcg wircmmts in Mc Standard Sp ecific bi bne. 11 . 21Le walk and ramp thick ness , 'T '. shall be 3-1/2 ° relnfmum. 12. bourn Caries of 1M1ercurboam ve llbe rdoH of err otltsty Mattes within the owner pri or t o, or m osnNnatrc' s JO , curb ramp wnatruction9r a y 13. D at ectobl„Ile mm IMta1n1 q eer' e oClen te:4 MEtNt a ad CepfM1_oml bf U"Blty 14. Dctcc al . t. miming su rtau K sh all be motel a nd East Jordan Iro n Warhs, or appear. =rt. LUM12S 6 AS SOCIATES re1.072132721' "" C ONF ORMED SET C8 ■ DRAWN BY: RP DESIGNED BY: MG CHELKE]BY MG 4" GA LVANIZED STEEL TUBING w/LAP NOTES: 1ENCE SHA LL BE TA PENCE INDUSTRIAL LA N MA RK OR EQUAL. R. ALL FENCEMA TERIAL SHALL BE POWDER COA TED FLAT BUCK J. 10RAILS. N EI V .EN I NE Y US Is 000f ' 041(*) BETWEEN POSTS INST ALL LE VEL - .1925 YUNLNEI CHANNEL P AILS ....BTWPICKE TS (10 PERF95 PICKET (19 PER PPN ELJ GA LVA NE EO STEEL TUBING POST SHALL FIT SECURELY IN SLEEVE WROUG HT IRON FENCE SCALE: N. T. S. POSITANO FINISH L. FOR PAC ER TYPE Y. THICK SA ND BB:MING KUUHTE 3"(m 'n)P AKER NUNI2X. BORDERE ; 'R TIP R AND LM TWO PA TTER TW O WA Y PA RQUE T PATTERN 90° HE i(I009M NE PATTERN (JOS M E iA40% RECT ANGLE.& Jut SQUARE) (57% REC TAN GIL AW&JAIL SUUANOBO) U!!L! Y100SM GA ) YH MI MAME LOT PAVPRS(GORR 00490). CROSSR1400 P VERT(BQS* TH 'GY). ¢U PAVERS(64N TM 'C C). & . . _ 04 @IT'O .C. 6iCH WAY PULVERIZED MATERIAL REM!. CO MP ACTION T THICK 4000 PSI NOTES ON SHEET 51.0 NOTES: TTB EiENCE CIVIL SITE PLANS FOR PAVER PATTERN TYPE. NOTES: I. FOR APPROVA L BY THE TOWN OF TRUCKEE IEHNS BA SA LIT E ITA LIAN R EN AISSA NCE PAV ERS SCALE: N. T. S. • i SUBG RADE S HALL CONSIST OF B"MIN POORLY R ADII BANDAR GRMEL ORB .. AGGREG ATE BAS E CONT RACTOR S HALL NOTIFY ENGINEER FOR SUB GRADE ACCEPTA NC E IF, OF POORLY G RA DED SAND WP G RAV EL OR ,' AGGREGATE WELL ERL A✓AIE &PAL WILL BlO 'B AGGREGATE BASE OR STRUCTUR AL FILL. BACKFILLED WITH EQUIVALENT DEPTH OF AO GREGG,' " E BASE OR STRUCTU RAL FILL PAVER C RO SSWA LK SCALE N.T .S. }k 010 PAVER — VARIES 9. DUN UUUK PAVEMENT SECTION ASSCALLLEDO SON DRIVEWAY—7 (REF. CKALVPVI F UN NUM, UXtl I2YYYy J TR ANS R ION CUR AS N B:ESSARYJ ALONG WING OF FED RMAP (SEE DETAILS. C8 .0) 4100 PSI CONCRETE - CURB FLUB H ADJACENT TO OM BRWY PLAVIEW 95% REATTE COMPACTION. CO MPA CT TOP B" SUBGR ADE TO 95 % RELW NE COMP ACTION. T O: I IUN AA NI.I ALL ADJACENT CONCRETE REMOVAL SHALL B ETO NEAT BANC UT LINES AT RIGHT ANGLES . 3. WEll(ENEDPLANE JO ANTS SHA T BE CONSTRUCTED ATS FT !LITER ALS . STANDARD DR IVEWAY (WI THO UT 4' WAL KWA Y) L8.8 SCALE N.T. S. LUMO S 6 AS SOCIATES C ONF ORMED SET ItIZV C88 DRAMA BY: RP DESIGNED BY: MG CHECKBG BY: MG 0.0 00W =7,r- JENSEN OEFLEL7IVESE PARA7 OR. M ODEL10572362 4 OFFLI NE 00011. 00 4007.100.0 .000 0.41011 010111.1041/1/0 MIVIAON Dr 0*.eunz•nn 1 000, 0000 0 J DS72-3624 OFFLIN E JENSE N SEPARATOR PROJECT NA ME PROJECT LOCATION = LISTING WAREHOUSE BUILDING 3 M4 HO. CONTINUOUS 1-p9 VERTQ 18"O. C. TYP LR LIAIIEHEU QUIN FA CE (SEECONCREE NOTM ON SHEEP 81.0) NOTES: I. SUB GRADE SHALL CONSIST OF IC MIN POORLY GRADM SAND VW GRA aEL ORB. AGO REBATE BASE. CONTRACTOR SHA LL NOTIFY ENGINEER FOR SUBGRADE ACCEPTANCE. IFB" OF POORLY MAUI UN SHA LL OVER E L./ATE& BACKE ILLWBS' MG REBATE BASE OR STRUCTURAL FILL 9. SOFT AND UNSUITABLE SUBGRAOEM MERIAL SHALL BE MER E LCWATED&BACKFILLM 15" MA X BAT TER ED CURB SCALE : N.T.S. JENSE N SEDIME NT VAULT SCA LE N. T. S. IEtlYW E COM PAC TED TO On RELAX . COMPACTION. NI IESOFT AND UNSUITABLE S UB GRADE MATERIAL SHALL BE 0,ER B:CAVATM & BACKFILLM NEN EQUIVALENT DEPTH OFAGCR MATE BASE OR si NUL:I USA_ FILL. AC S ID EWALK 0.012 N. T. B. PROPOS®15'9 STO MA DEAN (REF. UTILITY PLANS) PROP OS E048"B MANHOLE SHOULDER PROPOSED 1OUN (REF. UTILITY PLANS) , BASE COM PACTMTO WA REIA TN E CO MPACTION BUSTING 3418 STOW OR NN 1 T 1 WA TER m.14 SERVICE YEN. STO P BAIL VALVE 19 P STREET ELBOW ERSUPPLIED EYDISTRICT PLAN VIEW I' METER YOKE WSW., WIT+ STR AIGHT BALL VA LVES MN TRICK DYE R OP --- Sec PROFILE VIEW LOCAT OR ToHE CUST OMER LA NE (BRED BY CUSTO MER) NOTE S: 1) I NS TALLA TION S PAVED AREAS OR SU BJE CT TO VEHI CULA R L oam. REWIRE T RAFFIC RATED SOKES. SET TRAFFIC RATED C OKES IX BELO W MI MI GRA DE 2) ME TE RSU PP UEDBY TO PLO 9) THIS DETAIL SHALL NOT BE USED FONSINGLE .FAMILY RESIDENMLSERWCES rE CII MICOL 0 2200 0359] 02040 0 2131.1 1' DISC METER DETALL 1.2010 TRUCKEE DONNER Public WEN DEONI S NO S CA LE Fat W ATE R ME TE R SCALE N .T .S. PROPOSE044"B COUPLING TO CONNECT BUSTING NV TO PROPOSED NV PIPING (I IN) IN YHUY IN HOLE CUT AND RE LACE AP P REMI MNAY 10' u N PI PROPOSED 15"EIN CE1 TEE PHUPustU 1E15 SI USN MSS t5151I NU 21, (REF. UTILRY PLANS) STORM OR ANJPUN Mme' SECTION VIEW r EAISTI NG 1 TO SMEARY7/S BNER PROPOSED NCB COUP UNG TO CONNECT BUSTING 349 (TY)) NOTES: I. THE BUSTING 3 48 STOW, ORNN PIPE IS LOCATED DIRECTLY BELOW AI3"B SEINER PIP E S TORM D RAI N CONN EC TI ON SCALE N.T.S . LYMOS 6 AS SOCIATES WEST RIVER STREET CALIFORNI A I%i C ONF ORMED SET R ItIZV C8 9 DRAWN BY: RP DESIGNED BY: MG CHECKM BY: MG INTER MN PLAN VIEW Y1WI EH MAIN r MIX. SECTION VIEW NOTES: T FOOT VERTICALLYAB AYE. PARALLEL STOM A ORR N PIPELINE . THE VERTICAL SEPARATION IS ONLY RB3UIREWHEN THE HO RIGOMAL DIST ANCE B EWEEN 2. IF THE ABOV E CANNOT BEMN MAINER THE STORM DRAIN SHALL BEJOIMLEBS PIP E(3OLI0, WELDED, OR FUSEO) M ANHOLETO MANHOLE. HOR IZON TA L WAT ER LINE SEPARATIO N CALF: N.T. S. SEC I IO N VIEVV 3410 HOPE STORM UHAIN PIPE HOP ETEE FUS EDTO STOMA ORR NAT PIPE LIAILIMII ANGLE OF DIFFUSER EESHA LL 1.11, 1 SLOPE ANGLE NOTE: FLOOOPLALN. REFERT0 SHEET 03. 1. 's V(1B' )AN GULAR ROCK ELOPE PROTECTION, %THICK PLAN VIEW KEYIN FABRIC 1311Y'TRENCH (r VP) 6' CLASS 3 AGGRE GATE N RIGAT ME COMPACTION . ME DI AN ISLA ND CU RB CALF: N.T .S. U NULLS IN NUNI XOFTEE(OPPOSRE P IPEENOJ FRONT VIEW PIPE D ISC HA RG E D IFFU SER LIASS V(1T) KUL,PH RI LK u• •B HOLES UX HALF OF TEE ONLY G HOPE TEE SCALE N.T. S. PLAN VIEW I UP UL IIEUUINU SEAS °MIHIGH GROUND WATER EL EVATION SIKWELLS OP.G. RMPR REAK OVER SWBLSTOP.OR APPROV EO�_ EQUAL BASE P LITE (THTYPJ f -- RAMP HA NDRAIL / � NENIX WWIX 1-3-1 r MIN. 2 MIN . BURGIN OF TRENCH SECTION VIEW I U I WATER STOPS SHALL BE CON STRUCTEDJUST OOWNSTREAN OF STO RM SEDIMENT VAULT MO IMMEDIATELY UPSTREMA OF PIPE D AYLIGHT . AS SHOWN ON PUNS. ERE PIPE I3 E(PO3® TO CONCRETE PRIOR TO POURING . MERE IUY.UH EUUNiUFNI 3. USE LIGHT CONCR ETE,TYPE ASLURRY B ACISILL . I F CEMENT BO ARD I3 US E) FOR CONCRETE FORMS. ITM AY BE LEFT IN PLACE . WA TE R S TOP CALE N .T .S. T(EN SCH.4B PIPE AT TOP&BO,OM RAILING .4a TAB SCH.BO IRE AT RAIL POST (TYP) TOP OF CURB CALE N.T.S . LUM12S 6 AS SOCIATES C ONF ORMED SET CALIFORNI A R C8 .10 ORAWN BY: JT DESIGNED BY: MC CHECKB]BE MG TYPICAL FOUNDATION DETAIL 111111111IIIIU111N 11111111111111111'1 EIRV ADONVIRW TYPICAL CHAMBER ROW DET AIL CHAMBFRMaxx- T '71 ,E7? "7"` CONTECH' CHAMBERMAx( STOR MWATER RETENTION SYSTEM a.... �.... .: : 1 S TA NDARD IN STALLATION DETAIL FR O ER SIICIXT I F OR CLMIT Y FLE cmo AMST ARM GROUND grlIOTSTOYIN B EM RIS IO PIPE PLAN V IEW o no CH AMB ERMAXXX CONTECH C HAM BE RS TO IRHOATION -4- 1.14FEADE D PR w UNION FI F VA TIOH VIT A ED ORAO rrsma ; E GRAM 2. FREUD PROTEc nox CU TO BOX) IS REWIRE D. CES SHP NEN N �PWV�VIEN. A SPRING LWREO OR IS 4. WcZIOarkLIAcUAT rAILLOS. OF MOM. PRE WIITION AMMO, TO EUEOTRig.L .MRSMO VIETS M UST HE AWAY FROM ' AMER REUE F PONT MD MIER REPAIRS, REM SULTS SENT TO Tilt W ATER MUD S WNNBCT a11TPNNTB�4CIaINFLE EPRC/ETINIION A�SSEIIIPT M BETWEEN SEME:E R EDUC ED PR ESSUR E BA CKFLOW PREV EN TER SCALE: N. T.S. GRIND PAVEMENT I REACH SIDE SECTION BUSTING PC MAIIIKI ND !AWL TIP EA SA C WILL , OTTER utul TO SOT HELAINE COMP ACTION C OWS R ABCOMPACTED TOOT V- TRACER WIRE WTPCHEDTO PIPE TA-I4 "MIN .�F }�12"IAIII.N 11 PIPEO .O. TR ENCH SE CTION 1ARIES C OMPAC T TOP B' SUBOTP SE� TO 95% RELATIVE COMPACTION CONCRE TE FL ATW OR K 4° THICK P. SIDEWALK FG `S.CL ASS II AB lb BS% BRAM E COMPA CTION SCALE: N.T .S . LUM12S 6 AS SOCIATES MUBILLUIEGINGEON WEST RIVER STREET I — z w w 0 ce d J W a w 0 U I — w w I- H CALIFORNI A I%i C ONF ORMED SET R R C8 .11 DRAM BY: RP DESIGNED BY: MG CHECKB]BY: MG FLUSWREBTRAINT CURB(f YP) FLUS NWESTRAIM (TYP CURB ) 8" ice O' MIN. P AVER SIDEWALK CURB `,1 O'M PA VER SIDEWALK G uNBTTEREOG , 11' WEST BOUND LANE S M�IM % II 'EAST BOUND U+NE SECTION) U J_LL LLLL1111J JJJ_LLLL1{ 11'WEST BOUND LANE VARIES • IT MIN. PAVER SIDEWALK CURB ANDGUT TER . SEC TI ON A -A TYPI CAL ROA D SE CTIO N - S UPERELE VA TE D SCALE: N.T.S. RTES SR MAR. 11' EAST BOUND L ANE AC SEMI° 9' P AR ALLEL P ARKING VARIES •S. MIN. PAVER SIDEW ALK — - �I!-s4^-.! '_ •'.v.�:� :F. '�. .�:^`.': .. .`-`is�evs%v 'S�ve^spmY''r i-" i�if� x'� =�-Y�r" '• e'_�%ltf�?i''f:'L7st�f" f�lh `�: .R."+•:�x • 1 10' WEST BOUND LANE V ARIES cuaewaocurra<, SECTION B -B TYPI CAL ROA D SE CTIO N WI PA RKI NG 10' EASTBOUND LANE VARIER rc RIGM ' TURN LANE LANE SECT ION C -C T YPICA L R OAD SEC TION - CR OWNED SCALE: N.T.S. uul l w, PER PU N VARIES -0' MIN . PAVER SIDEWALK JJ JJ JJ_ LLLL LLLL1 11J1 1_LU .i IX. BUILDING CURB (TYP)®j LUM12S 6 AS SOCIATES 900P W OZE DIME C ONF ORMED SET R ItIZV C8 .12 DRAWN BY: RP DESIGNED BY: MG CHECKB]BY: MG LUM12S 6 AS SOCIATES NEW PC P AVER CROSS.. ` IX. ELEM*582221 A L Wl i. III III' III II 11E111 111 11 =111=11 EI 11=111 111=111=11 IE 11= -111-111-111-11-11 E111-111-11 111=-1 EILE-1T 1LEIIIlI---J11E11 111-111-111-11-11 1 I I-111-1 1 =111 -11E 111 -111-111-111-11E11 111-111-111-11-11 E111-111-1 1 111 -11E111 -111=111-111-111E 11 µ=N X11- N U U1 N 1I 11 111I IIII 1 1 111-111-111 1„=„1=11 -111 111;111=„II 11 m11IIII11 6. • BATTERED GUM 1-- E U<s FAHV., . 5811]0 U THICK CONCRETE: 582120 TOP OF 8" 9 NNDER �M.1 3.01 3911 .• ULEY) PIPEUNE: fEST ttATEO OL PT H NEW PA. .K sID6 5LK PRO ELEV. . 581]89 1=n `BOTTOM OF 1" THICK I— — SAND BEDDING 111-11 COURSE:581756 ILL— III —III —III -11 —I I —III —I � , EL[V. 1001/2/ 1111E 111 -111-111-111-111E 11 III —111-111-11-11111-111-11 I 1=11 EI 11=111-111-111-11 IE I I- =111 -111-111-11-I I E111-111-11 ThEl1E111=111-11 1=111-111E11 =111=111=111=11=IIE III=111=11 EITTETTITTETTEITTEI I IET1ETTE -I 11-111-111-I I -I I EI11-111-1 1 itrlttl-t tlt t1 tl -11111111 f=1I 11 =III1E111I I I1E I I -11-11-1-1-1111-1-11 1 1 MUXuO'2.11Ktlu Ne 15814.]1 (355" DEEP) YERPOTfpLE N BMX SECTION UELEM581129 ELEV.i582098 BOTTO M OF AC: 5810➢] BOTTOM OF& AGO. BASE: 58202] III I - II. TI 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I -I I �I I I -III -III -III -I I I� I I -I I I�I �I I I�I I ICI I ICI I I�I I I� I I�I I III —III —III —I ICI=111=1 I1=111= -15811 111M111M111TI IMI 1111 __j = ��j j—�- Tj - -I�I - � I- 1ril �'j� 111j1j�111 111j1j�111— �171'jI -III III- III -III - I -I 11 11 cI I I=I I�1111I 11111 111111 I11� 11 1 I I 111 Im11 11=1=M1 11=11 1=1 1=11 I B SACK SLURRYTO BE POURED MORGAN PIPELINE. SLURRY TO &TEND T ON EITHER SIDE OF NYE Al ',HU 5S115 H TOP OF8"B KINDER � MORC ANPIPELINE: VERPO H OLE EEC •PER POTH OLE 24'6 sTOFM OPAIN UNETO NDER MO ROAN PIPELINE AMMAN AMIN . O F B" VERTICAL SERR ATION BENBEENTHE STORM DRNNAND KINDER MORCAN PIPELINE N RELD A XwnY PRO ELEV . 581725 Ne OTTOM OF 3 .5' BOTTOM OF 0.• SUN UHL! t:.16 .511 AUG ER E 5816.. i El I 1 E111111111-11111111-11111111111111II11I1--I1E 11111111-111 I ILL ILL LLL=LLB ILL I_ I=111-111 11-1111-111 -III-111-111-111-III-111-111-1 I I 1 E111E111E111E111-111E11=111 -1 11-111-111-111=111-111-111-11 I E111=1 11=1 I IEI 11=1 11E11=1 I I 111-111-{ 1111+ 111 111-111 +1111111 iLE FIETTE ITT IE1 1-111 11 11 1 1-111 -1 I 1=111=1 I I-1 IIII 11=111=11 TOP UR PELINKINDEE: .1402 PI(H OLE eer) •PER POTH OLE T YPICAL KIN DER MOR GAN C ROS S SE CTIONS GA LE N.T.S. o2.8 `11� -J)1�o � ll ..l 11 7I 111 Ilt - - :tl1l 1=11-11 111=111-I I 111-111 11E1 11-1 I IE 11 iu= 111=-1L=1L ff111= 11 -111-11 111-111=111-111-111 11- -111-111-111-1 I -1 I E111-111-11 111 -11E111 -111-111-111-111E11 -111111 I I I111111l I II El I 1111 11 1 -111-111-111-11-11E111-111-11 III -I I I 1 111-111-111-1 11 1I- -111-11111 111-111 11 El II -I 11-1 lI-III-I 111111111111111 cl 1111111 8 "BWTER EI CURB nn mar NEWAC P AV ER CRO S S NACK P HU! LEV 5516 .US tl u 11 uF Yiv[ XS. 581858 BOum OF G" THICK CONCRETE: 581808 NEWPA VER SID E. i•HUELEV. 51:110.9151:110.911 sU I I LM UFINC HICK COURSE 5891.08 RE M 05819.76 MuP,,,U 1B•B ZIT *5817➢9( *R"DEP) ESTIBN TE O DEPTH 11-111-111-111-11-111-111-1_I E 111 111111 11111111111111 IEI II 111111111 E EIL E-J11=ELE1L1=J11=-111=-J11=-L�ll I I-111-111-111-11-111-111-11 -111-111-111-1 11-111-111-111-111 1=1 I1=1 1=1 I- 1=1 I1=1 1=1 I E -111-111-111-111 111-111-111-111 I I-111-111 11-111-111=11 11=III=111=11 III-111-11EEEE . 11=111=111=111=11-111=111=I I f= H NDERMO R M. CROSSING & CONSTRUCTION NOTES: TOP ORB" B KINDE< MORGAN PIPELINE: 3.9313B0 (335 DEEP) 'PER POTHOLE 1 ACT 'VRIES NEAR THEIR FACER! ES . ONCE KINDER MORGAN HAS BEEN NOTIFIED OF CONSTRUCTION ALT'VRIES. AQUALIFIED KIND ER MORGAN REPRESEM ATNEMUST BE PRES. ' DURING CONSTRUCTION ACTIVITIES WITHIN 10FEET OF THE KIND ER MORG AN FACILITY. 1 3. REFER TO THE UTIUTYUND ERG ROUNDING DETAILs(SHEETS UD1 .070)F OR DRY LITILRY CR OSSINGS WITH THE KINDER MORGAN PIPELINE . WEST RIVER STREET co I — z w w 0 Q CL W a 0 U co I — w w I - CALIFORNI A I%i C ONF ORMED SET C8 .13 DRAWN BY: RP DESIGNED BY: MG CHECKS) BY MG STRUCTURAL DRAWIN G ABBRE VIATI ON LIST SYMBOLS AB. A BT. -ANCHOR BOLT -ABOUT VIEW IN SECTION AF.F. - ADO YE FINISHED FLOOR AMR. -AGGREGATE MATERIAL NEW APPROX. - APPROXIM ATE ARCH -ARCHITECTURAL CONCR ETE B. B. PL B.L. - BOTTOM OF BASE P LATE -BOLT CIRCLE STRUCTUR AL STEEL /� BLKG - BLOCKING 1/ BN. B. S. -BO NNWY NA ILING -BOTH SIDES BRICK OR BLOCK %/ BOF BOT.(OR BT. J - BOTTOM OF FOOTING -BOTTOM GROUT BR. -BETWEEN BW -BOTH WAYS PLWOOD SHE ATHING C -C -LEADER TO CENTER C.I.P. - CAM-IN-PUCEC. I+ fl W000 STRUCTURAL IVX�I C. CUR. -LEINER. JOINT LC CUR. L LMU -CENTERLINE -CLEAR - CONCRE TE M ASONRY UNIT GR AVEL B ASE/M ATERI AL CONT.. -CONCRETE --'--� `-' CONT. -CONTINUOUS ,•i.� SOIL DOA -DEEM BAR ANCHOR hC� DOOR B) DO(OR'Mo ') DWG. DN A - DIAM ETEREPEIN - REPEAT INDICA TED STRUCT. MB A ER -DRAWING -DOWEL STRUCTURAL FILL j%jj RIP-RAD 2RO� EA E. F. - .CH -E ACH FACE EL. (OR ELEV.) E MBED. -ELEV ATION -EMBEDM ENT EP OXY ANCHOR E.N. -EDGE WALING A[---] EO -EGO. E. W. - E ADTWAY IXPA NSION ANCHOR I (� - E (ISTINC FD -FLOOR DRA M F.F. -FAR FACE MEW IN PU SH F.N. -FINISHED FLOOR WA LING F. O. -FIELD -FACE OF WOOD GRAN FINISH \,�� \� TREAD PLATE 1,..",:a. • F. S. FTG -FAR SIDE -FOOTING GRATING IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII GA GA LV . -GAGE -GA LVA NIZE D HIM -HEADER H. P. H. -HIGH POINT - HE AD ED STUD A NCHOR BUILD ING MATERI ALS LEG END H. S.B. - HIGH STRENGTH BOLT NOT TO SCALE ID . - INSIDE DIA METER NOTE: ELI STING MA TERIALS WILLBE SHOWN SCREENED INV. (OR I.E. ) I.F. -INVERT (INVERT ELEVA TION) -INSIDE FA CE K -KIP =MCA T ION L. P. -LOW POINT L L.L.V. - LONG LEG VERTICAL 51. 1 MAX -MA XIMUM SECTION IS FOUND ON THE SHEET INDICATED MB M ECH. -M ECHA NICALT SECTION M IN. -MINMUM (N) -NEN DETAIL N. F. N.I.L. -NEAR FACE -N OT IN CONTRAC T CEMIFICATION N.S. -NE ARSIDE 51. 1 N.T. S. -NOTTO SCALE ~V DETAIL IS FOUND O. F. - OUTS C EFADE ON THE SHEET INDICA TED O. C. - ON CENTER -A OPP. PL (OR -OPPOSITE -PL ATE DETAIL PT LP) - PRESSURETREATED DRAWING CROSS-REFERENCE . REINF -ROOF DRAIN -REINFORCING NOT TO SCA LE RED'S -REQUIREMENTS SA D - SEE ARCHITECTURAL DPAWINGS SAP. SW - SHOP ASSEMBLED PIECE -SLAB COMRO L JOINT INDICATES REVISION SIN SQ. -SIMIL W -SQUARE {LOCA TION STD -STAND ARD STRICT. -STRUCTURAL SRN S55 -SONS ET LL -SYMME TRICA L 1,. .„,..__„..._, .. .„ INDICA TES REV ISION NUM BER TB:B -TOP ANTI BOTTOM PIECE TJ T. O. C. JOINT -TIED JOINT -TOP OF CONCRETE T.O.L. T.OM. - OP OF LEDGER -TOPORM/NONRY REVISION NOTATIONS T.O.S. T. O. W. -TOP OF STEEL -TOP OF WALL NOT TO SCALE TC -TOP OF CURB TS TRAN S. -TOP OF SLAB -TR AN SVE RSE TYP. -TYPICAL U.N. O. - UNLESS NOTED OTHERW)SE VE RT. -VERTICAL W.P. -WORKPOIR NI, WO -WITH -WITHOUT WB -WA TERS[OP W WF -WELDEDWIRE FABRIC % - SIZE OF DEFORM ED REINFORCING BAR B - LEPER TO CENTER SPA CING GENER A L STRUCTURAL 1.13AS . OF DESIGN A LODE: B. FLOOR LI VE LO ADS: • STAIRS C. SNOW LOADS: • GROUND S NOW LOAD, PG D. SOIL CRITERI A C ALIFORNI A BUILDING CODE.2019 EDITION 100 PSF 175 PSF 1. FOUNDATION DESIG N IS IN ACCO RDAN CE W ITH IBC TAB LE1800 .0.2-PRESUMPTIVE LO AD- BE ATING VALUES. FOR CL ASS Al M ATERIALS: SAND. SILTY SA ND. CLAYEY S AND. SILTY GR AVEL AND CL AYEY 0R AVEL(SW. SP. S M. SC. GM AND GC) . 2. DESIGN OF FOUND ATIONS..ND WELLS IS BASED ON THE FOLLOWING CRITERIA • ALLOWABLE BEARING PRESSURE(D L. LL) • L ATER AL B EARING PRESSURE (BELOW NATURAL G RADE) • COEFFICIENT OF FRICTION FOR SLIDING 2000 PSF 150 PSF/F T OM 3. VERIFIC ATION OF THE PRESUMPTIVE SOIL CLASSIFICATION CRITERIA IS THE RESPONS IBILRY OF THE GENERAL CONTRACTOR. 2. GENERAL A ALL CONSTRUCTION SH ALL BE IN ACCORQ ANCEWRH THESE SP ECIFIC ATIONS, THE REFERENCED CODES AND THE REQUIR EMENTS OF THE TOWN OF TRUCKEE . B. THE GENERAL CONTRACTOR SHALL REFER TO DRAWINGS AN DO R SPECIFICATIONS BY OTHERS FOR ALL ADDITIONAL INFORMATION PERTINENT TO THE CONSTRUCTION OF THE PROJECT . R. THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY RE VIEW THESE DOCUMENTS PRIOR TO CO NSTRU CT ION AND TO EST ABLIS H PNp V ERIFY ALL O P ENING SINS ERTS.DRAIN S. DEAR ESS ION S. ETC. C. WHERE DISCREP ANCIES OCCUR B ETWEEN PUANSDET ALS, GENERAL STRUCTURAL NOTES... SPECIFICATIONS. NOTIFY THE ENGINEER IMMEDIATELY FOR RESOLUTION . D. NOTES AND D ET AILS NOTED AS'TYPICAL" SH ALL BE USED WHEREV ER APPLICABLE . SPECIFIC NOTES AND DETAILS TAKE PRECEDENCE OVER TYPICAL NOTES AND DETAILS . IT IS THE CONTR ACTORS RESPONSIBILITY TO BECO ME FAMILIAR WITH ALL DETAILS AND TO ENSURE TH AT THEY ARE USED WHERE NECESSARY. E. SHOULD CLARIFICATIONS REGARDING THE INTENT OF THE DESIGN BE REQUIRED, THE COMPACT OR SH ALL SUB MIT REQUESTS FOR INFORMATION(RFINTO THE ENGINEER. MIS S HALL INCLUDE.. D ETAILED WR ITTEN STAT EMENT THAT INDIC ATES THE SPECIFIC DRAWINGS OR SPECIFIC ATIONS IN NEED OF CLARIFIC ATION MO THE N ATURE OF THE CLARIFIC ATION REQUIRED . THE ENGINEER SH ALL RESPONDINWRRING AND ISSUE CLARIFIC ATIONS AS NECESSARY. RESPONSES TO RFIS AREND TO B E CONSIDERED AS APPROVED CHANOE0RD., G. THE CONTR ACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE . THE GENERAL CONTR ACTOR IS RESPONSIBLE FOR THEMEANS. METHODS. TECHNIQUES. PROCEDURES. AND SEQUENCE OF CONSTRUCTION . IT IS THE GENER AL CONT RACTOR'S SOLE RESPONSIBILITY TO PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE. WONT MEN. AND OTHER PERSONS DURING CONSTRUCTION MO TO PRO VCEADEQDATE SHORING AND BRACING TO MAINTAIN THE INTEGRITY OF ALL EL EMENTS OF THE STRUCTURE AND EACH AFFECTED SYST EM DURING CONSTRUCTION. DESIGN OF SHORING . BR ACING . SCAFFOLDING . ETC . WHICH ARE REQUIRED TO FACILRATETHE MEANS AND M ETHODS OF CONSTRUCTION SH ALL BE THE SOLE RESPONSIBILITY OF THE GENER AL CONTRACTOR . THE DRAWINGS SHALL NOT BE SC ALED . THE GENER AL CONT RACTOR ASSUMES ALL RESPONSIBILITY FOR USING SCALED DMENSIONS W HICH H AV E NOT BEEN VERIFIED. H. CHANGES OR O.NTIONS FROM THE STRUCTURAL DRAWINGS ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. D SUBMITTALS A AT LE AST TWO WEEKS PRIOR TO PROCEEDING WITH T HE APPLIC ABLE PO RTION OF TH EWO RK. THE CONTRACTOR SHA LL SUBMIT THE FOLLOWING FOR REVIEW: • CONCRETE MM DESIGNS THE ENGINEER IS NOT RESPONSIBLE FOR DELAYS DUE TO SUB MITT ALS WHICH ARE NOT PRO VIDED TWO WEEKS IN ADVANCE. B. REV IEW OF SUBMITTA LS BY THE ENGINEER IS FOR GENER AL CO MP CL AN CE WITH THE DESIGN IMEM B NL YAND DOES NOT RELIEVE[ HE CONTRACTOR OF RESPONSIBILITY FOR CO MPLETING THE WORK IN A CCO ROAN CE WITH THE DRAWINGS. SPECIFICA TIONS AND IBC . 4.ALTERNATMES (SUBSTITUTIONS) A THE ENGINEER WILL CONSIDER ALTERNA TIVES FOR STRUC TURAL MATERIALS AND PROCEDURES AS SPECIFIED IN THE CONTRACT DOCUM ENTS PROVIDED THEALTERNATIVE DOES NOT C AUSE AN INCREASE IN COST 0 R DEL AY THE PROJECT IN ANY MANNER. IT IS THE RESPONSIBILITY OF THE GENERA L CONTRACTOR TO DE MONSTRA TE THAT A LLALTERNATME S ARE EQUIV ALENT IN STRENGTH. PERFORMA NCE, A ND DUPA BILR Y TO THEM ATERIALS OR PROCEDURES SPECIFIED IN THE CONTR ACT DOCUMENTS. STRUCTURAL CALCULDIONS AS PREPARED BY OTHERS SHALL BE SUBMITTED AS REQUIRED BY THE ENGINEER. L. THE ENGINEER S WRITTEN A PPROV AL IS REQUIRED PRIOR TO USING A NY A LTERNATIVE. CONSIDERATION OF ANY ALTERNATIVE SUBM ITTAL SHALL NOT IM PLY ADVANCE ACCEPTANCE BY THE ENGINEER. THE ENGINEER WILL REQUIRE SUFFICIENT TIM E TO ADEQUATELY EV ALUA TE ANY PROPOSED ALTERNATIVE. THE CONTRACT OR SHALL SUBM IT AN AMERIND NE SUBM ITTAL SUFFICIENTLY IN ADVAN CE TO AVOID DELAY TO THE WORK. THE ENGINEER RESER VE S THE RIGHT TO REJECT A NY ALTERNA TIVE. SUCH REJEC TION SHALL NOT BE GROUNDS FOR DELAYS IN WORK OR AN INCREASE IN THE CONTRA CT AM OUR. ALTERNATIVE SMN RTALS SHALL BE SUBMITTED TO T HE EN GIN EER AS STAND -AEON E DO CUMENTS INDEPENDENT OF SHOP DRAWINGS. MATERIAL CERTIFICATIONS. AND OTHER SUBM ITTAL RED UIR RAE R S. AS AM INMLM. EACH ALTERNATIV E SUBMITTAL SHALL CO NF ORE T0. BUT NOT BE LIAR ED TO. THE FOLLOWING REQUIREMENTS: • ALTER NATI VE SUB MITT ALS SH ALL BE EQUIVALENT IN ALL RESPE CTS TO THE SPECIFIED !TEA AND SH ALL COMPLY WRH ALLAPPLIC AB LE CODES AND REGULATIONS . • ALTERNATIVES UBMITTALS SHALL NOT ALTER OR MO DIFY THE DESIGN INTENT. FUNCTION. PERFOR MANCE . AP PEA RANCE . OR PROPO RTIONS OF THE SPECIFIED !TEA. • ALTERNATIVES UBMITTALS SHALL INCLUDE LEGIBLE. COMPLETE.ANO PROPERLY COORDINATED TECHNICAL D AT A SUCH AS ILL EVALUATION REPORTS . AS WELL AS OTHER RELEVANT INFORMATION REQUIRED BY THE ENGINEER TO ADEQUATELY E VALUATE TH EALTERNAT NE . THE CO M R ACTOR SHALL PRO MPTLY SUB M R ADDITION AL DATA. DIRECTED BY THE EN GIN EER . AT NO AD DITTO NAL LOST TO THE OWNER . E. TH E ENG INEE RS ACCEPT ANCE OF AN ALTERNATI VE S HALL NOT RELIEVE TH E COM PACTO R FROM RESPONSIBILITY FOR COMPLIA NCE WITH ALL REQUIR EMENTS OF THE CONT RACT DOLM EN, THE C OMRACT OR, AT HIS OWN IMP EASE, SHALL C 00 RDIN AT EAND OTHERWISE BE R ES P ON S IB LE FOR ANY CH ANGES IN THE WORK OF SUB -CONTRACTORS AND ALL OTHER AFFECTED PARTIES . WHICH M AYBE CAUSED B YTHE AC CEPTANCE O F AN ALTERNATIVE . 5. FOUNDATIONS A THE SUB... BELOW FOOTINGS SHALL. EVALUATED BY AGEOTECHNICAL ENGINEER TO VERIFY TH AT R IS IN CONFOR MANCE WRH THE PRESUMPT IVE DESIGN CRRERIANOTED IN THE BASIS OF DESIGN . IN THE EVENT THAT THE SUBGRADE DOES NOT ME ET THE CR ITERIA NOTED. THE ENGINEER SH ALL BE IMMEDIATELY NOTIFIED TO REVIEW THE FOUND ATION DESIGN . VERIFICATION SHALL INCLUDE SA MPLING AND TESTING AS REQUIRED. B. SUB GRADE SOILS TH AT WILL NOT PR ENID ET HE MINIMU M B EARING C APACITY OR T HAT ARE FIN ER PANED, LOOS E, WET, ORGANIC OR SOILS OTHERWISE JUDO ED UNS U NABLE B Y THE EOTEC HNICAL ENGINEER SHALL BE R EMOVED AND REPLACED WITH STRUCTURAL FILL IN ACCO ROAN CE WITH THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS . L. FOOTINGS S HALL BEA R NOT LEM TH AN 13" BELOW THE FINISH GRACIE. FINISH 0RWE IS DEFINE[ TOP OF SLAB FOR INTERIOR FOOTINGS AND AS THE LOWEST WUACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PER M ETER FOOTINGS . WHERE EMERIOR PAVING OR CONCR ETE IS DIRECTLY AOI AC EM TO THE BUILDING. FINISH GRADE IS DEFINED AS TOP OF ELT ERIOR P AVEMENT AT A DISTANCE OF FEET FROM THE BUILDING. D. SEE"ST ATEMER OF SPECIAL INSPECTIONS" FOR REQUIRED SOILS INSPECTIONS. AS B. CONCRETE A PROVIDE DIFFERENT CLASSES OF CONCRETE AS SHOWN BELOW. EXERT AS INDICATED, ALL CONCR ETE WORK SH ALL BE PRODUCED. PL ACED . CONSOLIDATED . LURED AND FINISHED IN CONFOR MANCE WITH A MERICAN CONCR ETE INSTITUTE ST ANDARD 301 "SPECIFIC ATIONS FOR STRUCTUR AL CONCRETE FOR BUILDINGS". STANDARD 305 "HOT W EATHER CONCRETING... AND STANDARD 300 "COLD WEATHER CONCRETING ". CALCIU M CHLORIDE, SALT OR OTHER M ATERIALS CREATING ACORROSNE EN VIRO NMENT IN THE CONCRETE S HALL NOT BE USED FOR ANY REASON . Al FOUND ATIONS, ..LS. GENERAL CONCRETE COMPRESSIVE STRENGTH C EMENT CONCRETE /AGGREG ATE MAXMUM A GGREGATE SEE WATER C EMENT R ATIO AIR ENTR AIN MENT SLUMP PC =4.500 PS I MIN . B28 DAYS AST . C150. TYPE I I AST. C33(HARDROCK) 30. INCH DIAM ETER 0 .45 BS -1S .I. INCHES MH AX I INLHMI.U M PRIOR TO -R DICING CO MTIONPOUND OF WATER -REDUCING CO MPOUND B. THEN/ATER-SOLUBLE CHLORIDE!. CONTENT IN THE CONCRETE SHALL NOT BLEED 0 .15 PERCENT BYVUEIGM OF CEMENT PER ACI318. C. WATER FOR CONCRETE MIXES SHALL CONFOR M TO AMR CI902. D. CONCRETE MIX DESIGNS FOR ALL CUSSES OF CONCRETE SHALL BE SUB MITTED FOR RE VIEW MINMUM OF T WO WEEKS PRIOR TO FOUNDATION CONSTRUCTION. PROPORTIONING OF THE CONCR ETE MATERI ALS SHALL BE B ASED ON TRI AL MIXTURES OR FIELD ELPERIENCE IN ACCORDANCE WITH ACI318 . MIX DESIGNS WHICH DO NOT MEET ACI318 MAYBE REJECTED . E. CONCR ETE S HALL BE LURED IN ACCORD ..NCEWRH AC1308. AS WNW. .. CONCR ETE SH ALL BE MAINT AINED ABO VE 50 DEGREES F AND IN .. MOIST CONDITION FOR AT LEAST THE FIRST? D AYS AFTER PLAC EMENT UNLESS ACCELERATED LURING TECHNIQUES ARE EMPLOYED. F. MECHANICALLY VIBRATEALL CONCRETE WHEN PLACED. CEP[ TH AT SUSBNON-GRADE NEED BE VIBR ATED ONLY AROUND.. UNDER FLOOR PENETRATIONS . ETC. ALL IT EMS TO BE LAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FOR. BEFORE CONCR ETE PLAC EMENT . G. CH AMFER ELPOSED CONCR ETE EDGES'/. INCH UNLESS NOTED OTHERWISE . 7. RETAINING WALLS A RETAINING WALLS SHALL BE CONSTRUCTED AS INDIC ATED . MAXMUM WALL HEIGHTS SHALL NOT ELCEED THE HEIGHTS SHO WN ON THE STRUCTURAL DRAWINGS. B. NW , BACKFILL MATERUSLS SHALL MEET THE REQUIR EMENTS O F'THE STANDARD SPECIFICATIONS FOR PUBLIC W ORKS CONSTRUCTIO N'. C. RETAINING WALLS SHALL NOT BE BACKFILLEO UNTIL THE CONCRETE DESIGN STRENGTH IS ATTAINED AND THE CONCR ETE HAS R EACHED ..MINIMU M AGE OF SEVEN DAYS . D. DESIGN FORMWORK S O IT WILL SAFELY SUPPORT ALL REQUIRED VERTICAL AND LATERAL LO ADS THAT MICR BE APPLIED . 8. CONCRETE REINFORCING STEEL A REINFORCING STEEL SHALL CONFORM TO ASTM IBIS, GRADE 80 . WELDED WIRE FABRIC SHALL CONFOR M TO ASTM,21084. REINFORCING STEEL SH ALL BE FABRI CATED IN CONFORM ANCE WITF THE B. PR OVID E D ET AILING. FABRI CAT ION AND INST AL LATION OF REINFORCING AND ACCESSORIES IN ADCORDW CE WITH ACI315 AND AC1318. C. ALL REINFORCEMENT S HALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE P LACEMENT . D. LOO RDI NATE P LAC BENT OF CAS T NAP LACE BBABEDDED IT EMS AND ANCHOR BOLTS. S ET A NCHOR BOLTS WIT H AT BMP L ATE . SECUR ELY ATTACH EMBEDDED RE NS TO FOR MWORK OR REINFORCING. E. MAINTAIN THE FO LLOWING CO NCRETE C OVERAGE FO R REINFORCING STEEL UNLESS NOTED OTHE RWISE: 1. LONE PETE LAST AGAINST AND PE RMANENCY IMPOSED TO EARTH: 2. CONCRETE IMPOSED TO E ARTH OR WEATHER: NO .0 OR URGER NO.5 AND S MALLER 3. SLABS INGRADE: 4' LIM OS .2 PROTO PLA DRIVE RENO .521 MAULIOSINCL ORI Nf0®1,1110 MC.0 C ONF ORMED SET JANUARY 23, 2023 S1 .0 DRAWN BY: DESIGNED BY: CHECKED BY: JOB NO.: SHE ETS: 8582.000 1 OF B. WOOD A SAWN LUMBER FRA MING SHALL CO MPLY MATH T HE LATEST ED ITIO N OF TH E GR ADING RULES OF THE WESTERN WOOD PRODUCTS ASS OLIATI ON MA MA OR THE WEST COAST LU MBER INSPE CTION BUREAU (MLR). ALL LUMBER SHALL BE STAM P ED WITH THE GRADE MARK OF THE APPROVED LUM BER GRA➢ING.DENC , B. ALL LIMBER DESIGN.MATERIALS. FABRICATION AND CONSTRUCTION SHALL CONFORM TO THE IBC 2018 EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ....ION. ALONG WRH ITS SUPPLEMENT OF WOOD DESIGN VALUES . C. UNLESS NOTED OTHERWISE. SAWN LIMBER FRAMING SHALL HAVETHE MINIMUM GRADE AS FOLLOWS: • FRA MING DOUGLAS FIR NO.2 OR B ETTER NOTE: FRA MING MA TERIA LS MA Y NOT BE CHANGED WITHOUT THE WRITTEN APPROV AL OF THE ENGINEER. D. ALL SA WN LUM BER FR AMING MA TERIA LS WR H AG RADE OF NO.2 OR BETTER SH ALL HAVE MO ISTURE CONTENT AT THE TIME OF PL ACEMENT OF IBA OR LESS. E. RP OS ED UMBER SHA LL B EIN STALLED IN A F INISH-LIKE MANN ER. I. MA TERIAL FOR STA R ME M B ERS SHALL BE PRESERVAT NE TREATED WOOD USING CORROSION RESISTANT CONNECTORS AND FASTENERS. A) PRESERVATIVE SHALL BE AN ALKALINE COPPER QUA TERNARY (ACE) WATERBORNE PRESERVATIVE PER CBC SECTION 2304.113. B) SIMPSON CONNECTORS IN CONTA CT WITH A CE PRESERVATIVE TREATED WOOD S HALL BE SIM PSON.. (OR EQUAL) OR HOT DIP GALV ANIZED PER ASTM A 153. F. USE FRAM ING CONNECTORS. CLIPS AND HANGERS WHERE SHOWN OR AS REQUIRED FOR POSITIVE CONNECTION OF ALL M EMBERS. CONTRACTOR SHALLVERIFY THAT TH E CO NNECTO R FITS THE M EMBER MANN AND DEPTH AND THE ASSOCIATED M EMBER SLOPE. CONNECTORS SHALL BEAS MAN UFACTURED BY SIMPSON STRONG -TIE. OR PREA P P ROVE D EQU AL. INSTALL CONNECTORS IN ACCORDANCE HUH THE MA NUFA CTURER'S WRITTEN INSTRUCTIONS. UNLESS NOTED OTHERWISE. FILL ALL HOLES WITH THE SPECIFIED FASTENERS. 10. TRREA DEO Roos SHA LL A EVA . P LIED LAIRH NUTS CO NFO RIMING TO PS. M.. RADE P. PAO W WII !MASHERS CO N FOR IAING T3 ANSI ACM, A. THREADED ROG P ROI WTI. APO. THE ...ENT SURFACE SMALL P E NOTED 0 TEE STRUCTURAL ORN AINGS AND . MEE 111.0 TO ALLOW INSTAL LATI3 NOF A FULLY ENGAGED .TAND II. EPD XY ANCHORS AND CC M. P CONC RETE A EM BOO -ES ESR-M ET AS APP ROVAL OF TEE ENGINE.. P EPDXY ANGI10 INSTALIA TION SHALL PE IN STRICT.. MA NCE WR I1 TEE W RITTEN TEEM...SOF THE immumc iumEm. • MOLE PREPARATION INCLUDING DRILL PM DIAMETER • CARTRIDGE E4P !RATIO GATE AND PREPARATION • FILLING OF TME MOLE • TIGHTENING O. EPDXY DOW ELS SHALL MAVE EIM EOMENTS AS NOTED ON TME DRAWINGS. STATEME NT OF SPECIAL INSPECTIONS (551) A SPECIAL INSPECTIONS AND STRUCTURAL TESTING SHALL BE PROVIDED 13 V AN INDEPEN DENT AGENCY EMPLOYED BY THE OWNER FOR THE MBAS ID EM IF IED IN THIS SECTION. O IN OTHER AREAS OF THE APPROVED CONSTRUCTION PLANS ANO SPECIFIC ATIONS. UNLESS WANED BY THE BUILDING OFFI CIAL(SEE IBC CHAPTER 17) . B. THE NA MES MO CREDENTIALS OF THE SPECI AL INSPECTORS TO BE USED SH ALL BE SUB MITTED TO THE BUILD ING OFFICI AL FOR APPRO VAL. C. DITTIES MO RESPONSIBILITIES OF THE SPEC W. INSPECTOR: 1. THE SPECIAL INSPECTOR SH ALL OBSER VETHE NARK ASSIGNED FOR CONFOR MANCE MATH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. AND THE2018 IBC. THE INSPECTOR MAY NOT ALTER. MODIF Y. ENLARGE OR W AVE ANY OF THE REQUIR EMENTS OF THE DOCUMENTS . 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS MO ASSOCIATED TEST REPORTS TO THE OWNER . THE BUILDING OFFICIAL. THE ENGINEER OF RECORD AND THE CONTRALTO R. ALL !TB. NOT IN CO MPLIANCE SHALL BE BROUGHT TO THE IM MEDIATEATTENTION OF THE CONTRACTOR FOR CORRECTION. AND IF UNCORRECTED TO THE EOM AND THE BUILDING OFFICI AL ONCE CORRE CTIONS H AVE BEEN M ADE BY TH E CO M RACTOR. THE SPECI AL INSPECTOR SHALL SUB MIT AFINAL SI REPORT ST ATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION W AS. TO THE BEST OF TH EIN S P ECT ORS KNOWLEDGE . IN CONFORMANCE WITH THE APPROVED PLANS AND SP ECIFI CAT IONS AND TH E APPLICABLE WOR PROVISION OF THE2018 IBC. NED ANSHIP D. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR: 1. THE CONTRACTOR SHALL SUB MIT MAARTEN STATEMENT OF REAP ONSIBILRY TO THE OWNER MDT. BUILDING OFFICIAL PRIOR TO THE COM MENCEMENT OF WORK . IN ACCORDANCE WRH IBC 1704.4. THE ST ATEMENT OF REAP ONSIBILITY SHALL CONT AIN ACKNOWLEDG EMENT OF THE SPECI AL INSPECTION REQUIRBMENTS CONT AINED WITHIN THIS STAT EMENT OF SPEC IAL INSPECTIONS, 2. THE CONT RACTOR SH ALL NOTIFYTHE RESPONSIBLE SPEC WL INSPECTOR TH AT WORK IS R EADY FOR INSPECTION AT L EAST ONE WORKING DAYS (24 HOURS MINMLMJ BEFORE SUCH INSPECTION IS REQUIRED . 3. ALL WORK REQUIRING SPECIALINSP ECT ION SHALL ROMAN AC LESS IBLE ANG IXPOSED UNTIL IT H AS BEEN OBSERV ED BY THE SPECIAL INSPECTOR. 4. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALLAPPLICABLE MANUFACTURERS INSTALL ATION INSTRUCTIONS AND ICC REPORTS FOR PROPRIETARYM ATER WLS AT THEJOBSITE . THIS INFORMATION SHALL BADE AVAILABLETO THE SPECIAL INSPECTOR UPON REQUEST . E SEETHE" SPECIAL INSPEC TION SCHEDULE' FOR THET 'RES . IXTENTS MO FREQUENCY OF SPECIFIC ITEMS REQUIRING SPECIAL INSPECTIONS AND STRUCTURAL TESTS AS PART OF THIS PROJECT . SPECIAL INSPECTION SCHEDULE A REAS REQUIRING SPECIAL INSPECTION FREQUENCY COM MENTS Watmuous Pend. SOILS (IBC17o5.61 \Enfyadequate materials below Motngs ♦ Pnor m placement of concrete Emotio n e UR nd m proper d epth and mU Rd als ♦ Pd or m pl ac em ent of c omp acted ElI or c oncrete Classification andtesting offill mU Rdals ♦ Che OB d asafic atlo n a nd gr ad ati ons M each ht. but not le ss th an on ce for e ach 10.00.of su.d e area. IAniyphopedv prepared site and sA grade ♦ Pdorto placement bloon crete CONCRETE CONSTRUCTION(IBC1To5.3) Re inforcing stee l pla ce ment ♦ Witly sh e. cle ar an ce s. splice s a nd proper d es. Embe dded boles or plan s ♦ 1N nfyrequired mix des ign s ♦ UNESmix des.meetes cxngth and exposure requirements listed on app.. plans. Concrete placem entAaurplrng ♦ Includes sa mpling 13r act, slump. strength and tempera. 'techniques IOWUAEErmwouk ♦ Witly shape. location and me Rber dimensions Post-hs one d an cho rs ♦ In accordance Al 011 apprm ed ICC.ES Repoli . Periodi c i nspectio ns allowed if sMt ed in ES R ep ort. ST ANDARD HOOKS D D D. BAR DIA FORMS TO MB 450005K ,b RB BA R Ob i FORME TO PI STIRRUPS BAR OFFSET TIE REINFORCING STEEL DAT A REINF OR CIN G HSSNCRES) PAR .E 3000 P SI COMP RE SS WE STREN GT11.1 t 3520 P SI ` OPSI 450gPs 5000 PSI M3 M4 20 27 25 24 22 M5 38 33 31 29 28 M6 43 40 37 35 33 117 83 58 54 51 AS M8 71 06 62 59 58 M9 81 75 70 06 83 M10 81 84 70 79 71 M11 100 93 87 82 78 2. CLEAR COVER OVER MRS LL NE AT LEAST 1 AAR ['M ETER . 3. THEN. LICE LENGTH 0 F APRS MTH MORE THAN 12 INCHES 0 F F RESH CONCRET E A ELM T HE A AR SHALL NE INC RE AS ED AY 30R . T HESE SP LIC E LE NGT HS DO N OT AP P F OR EPD XY-CO ATE° RCEI .1 ENT. MR S IN LI ON. EMIT CO NC RETE OR A UNOL 5. PARS LARGER THAN AI SMALL NOT PE LAP AIPL CE T CONCRETE REINFORCING LAP SPLICE REQUIREMENTS 4\ L A4 OS RENO 39521 INfO® LULORINCHOU C ONF ORMED SET JANUARY 23, 2023 S2 .0 DRAWN BY: DESIGNED BY: CHECKED BY: JOB NO.: SHE ETS: 85621100 2 OF 1.. CHAMFER. TYP. EA SIDE BOARD FORM FINISH. TY, PA VER SIDEWALK OR L ANDSCAPING PER CIVIL DRA WINGS 345,2 CONT. EQUALLY SPACED WALL SECTION S CALE 3/C -IL O SEE CIVIL CONCRETE, ASP HALT SIDEWALK PAVERS /��\4 OOR R PAVERS PER CI VIL 3EEC NILPL,7L ANGS 2.15 P VC WEEPHOLE @4'-O b. 0. (M AX) (DO NOT CUT REINFORCING) GRADE BEHIND WALL SEE CIVIL DING. RETAINING L CONCWAR ETEL FILTER GR AV EL MS's VERT. Q 13"o. 0. EA . FACE w15T0. HOOKS S CON. NOTES: I. VERIFY IX SUBGRADE CONSISTS OFFA.. POORLY GRA DED SAND wI GRA VEL ORB" AGGREGATE BASE. IF B" OF POORLY GRA DED SAND wl GRAVE L OR O. A GGREGA TE BA SE IS NOT PRESENT OVE R IX CAV ATE & BAC KFILLN lB" AGGREGATE BA SE OR STRUCTURAL FILL. 2. SOFT AND UNSURAB LE S UB GRADE MAT ERIAL SHALL B E OVER IX CAVA T ED & BA CKFILLED WRH EQUIV ALENT DEPTH OF AGGREGATE BA SE. STRUCTURAL FILL. 3. SEE CIV IL DRAWLING S FOR AN Y A DDR IONA L S UB GRAD E PREPA RA TION REQUIREMENTS. PAV ER SIDEWA LK PER CML DRAIM NGT p4!@24 c CONCRE TE RETA INING CURB (1)M4 CONT. T&B 1. . CHAM FER E C IVIL OCONCRETERETAININGCURB PA VER SIDEWALK P ER CIVIL DRA WI NGS REF. CIVIL SIM PSON EPB44PHDG ELE VATED POST BASE. DRILL&EPDXY INTO CONCRETE USING SMPSON SE T.. A DHESIVE PA VER SIDEWA LK PER CIVIL DRAWINGS CONCRETE PAD (E )IXTERIOR DECK FIELD VERIFYy, IMP SON AM CLIP 0 WALLL n'T xLJOINT(W LJJ PER 31330 AT 20' MAH. SP ACING TOP OF WALL ELEV.$ SEE CIVIL P I I 1 I I 1 TOP OF NADEL.. VARIES, SEE CML BOTTOM OF FTG. WALL ELEVATION .AL NOTES: 1. THIS D ET AIL DOES NOT DEP ICT WALL SUR F AC ET RE ALM EM OR HAND RA LSISAFET Y RAILS . CONCRETE SEAT .131 TREADS .13' TREAD S WRH SIM PSON TALE STA IRCASE AN GLES E AC H END N s CONT. 4412' STRINGER. TYP STAIR SECTION WOOD STAIRS CONCRETE BEAT B ALK OWNER TO PROVIDE BRICK VENEER TO ADHERE TO BENCH O OCONCRETE BENCH PLAN VIEW (E)IXTERIOR DECK JOINT S EALA NT PER THE STRUCTURAL NOTES JOINT Q WALL CONTROL WA3.0 LL ,TYP. PER SECTION I l5REINF . WALL CONTROL JOINT (WCJ) I. EV ERY OTHER HO RIZ. REINFORCING B AR TO B E INTERRUPT ED . TYPIC AL . THE HORIZONT AL BAR AT THE TOP OF W ALL SHALL CONTINUE WITHOUT INTERRUPTION ACROSS W W. 2. P ROM OE IXPANSI ON JOIN S IN WALL AT 20' .0" MAX SPACING. 4x 13' STRINGERS. FR. 1113'9 SCH. MO PIPE AT TOP& INTER MEDI ATE RAILING. TYP. TYP. BASE PLATE: 3.95'10'.5" WAS (4)3R" 9 F1554, G R. 30 THREADED RODS, DRILLAND EPDXY INTO CONCRETE USING BIM P SON SE T.. EPO X3.3.. BASEMEN. ORIENT RAILING IXTENSION 90° WHERE SHOWN ON PLANS CONCRETE TRAN SITIO BETWEEN STA IRS & PAVERS PAVER SIDEWALK SEE CML DIGS BEND. AS SHOW N MI .. .CLOSED CELL POLY ETHYLENE B ALKING ROD ATTACH PARKING NETER ACCORDING TO M ANUFACTURER RECOMMEND ATIONS 4Y4W1 .4YW1.4W .W.F . CENTERED IN SLAB USED BRICK PROVIDED BY OW NER . INSTALLED BY CONTR ACT OR PA VER SIDEWALK PER CIVIL DRAWINGS 1 It3 15 SCH . 0 PIPE AT R AIL POSTS. TYPICAL CONCRETE SLAB, ASPHALT OR PA VERS, REF. CIVIL DWGS. p4'! @12'3. . EA WAY FAGG BA BE. COMPA CTED TO. 95%M DD p4 TOP& BOTTOM OF CHEEK WALL BOTTOM CONTINUOUS SECTION VIEW PLAN VIEW P AVER SIDEWALK PER CIVIL PLANS SEE CONCRETE NOTES ON SHEET S10 SCARIFYAND RECOMP ACT TOP S. OF SUBGRADE TO 05 % RE LATI VE CO MP ACTION P AVER SIDEWALK PER CIVIL PLANS PARKING METER FOOTING 10' 3.14" CHA MFER BOA RD FORM FINISH, TYP. 's fg 18"o.c. 4 's CONT. @IT ' a .c . REF PA VER SIDEWALK PER UAL DRAWINGS (2)%4'S TOP & BOTTO M Wl p3 STIRRUPS @ I9"O .C. CONCRETE BENCH SECTION M4 CONT . HORIZ AT BOARD FO RA FINISH, TYP . PA VER SIDEW ALK PER CIVIL DRAWINGS ALTERNATE HOOKS T YPIC AL C ONCR ET E ST EPS ON GRA DE FACE OF ST AIR SIDE CHEEK WALL STAIR TREADS BEYOND SLOPED BOTTOM OF STAIR AGGREGATE BASE COURSE. COMP ACTED T 095% MOD M4 DOWELS 1818'0 4. 3.11. 24 "r CONC . CHEEK WALL NIN VERTS 1810'0, CENTERED, PROVIDE HOOKS p4 CON. 4' .2 PROTOTYP DRIVE VOLNKLUIMOSISCL ORI NFO®LUW9INC GOY C ONF ORMED SET JANUARY 23, 2023 w�u er� waLv S3 .0 DRAWN BY: K .L .D. DESIGNED BY: CHECKED BY: D .L.R . JOB NO.: 9582.000 SHE ETS: 3OF3 LIMIT OF WORK, 1i (c-P�� LL M ON ~1 \ V GRAVEL LOT WEST RIVER SSTREET-- 3-a ,MIN. M IN. P.A. mole SITE FURNISHINGS LE GEND I PTA CONCRETE P AVEMENT, PER CIVIL PLANS UNIT PAVER S TY PE I, PER CIVIL PLANS UNIT PAVER S TYPE 2, PE R CI VIL PL ANS DECO MPOSED GRANITE REL OCATE SITE BOUL DE RS L ARGE, 6.- a. SIZ E, 3 TOTAL L AI R6� . 4'b' SI ZE, T TOTAL I,�N EDIU M, 8'-4' SI ZE , 21 T OTAL RCJ/1 5Mfy1, 2'-3' SIZE, 25 TOTAL ^^^^ C�c TRA SH/ RECYCLI NG RECEPTACLE. TRAS H A ND R ECYCLING SHALL p BE PL ACE D N EXT TO E ACH OTHE R OP ENING TO THE ACCESSI BLE p PATH , PER SPECS . BIKE RAC K SHALL BE DERO DIKE RAC K C O. "C OMMER CIAL DIKE I A \ HITCH ", COL OR P ONDER C OAT F LAT BAC K (3 RAC KS SH OWN). C PR OMENA DE SE AT WALL, CAST -IN - PL ACE CONC RET E PATIO SEA T WAL L, CAST IN P LAC E CONC RETE S BENCH, SH ALL BE STREETLIPE ROUGH AND RE ADY T6 BENCH a PLANTIN G A REA STREET LIGHTS, PER E LE CT RI CAL PL ANS PA RKING ME TE R, PER CI VIL PLANS SI GN, PER CIVIL PLANS STEEL HEA LE R PER SPEC S ALI GN lSP' REFERENCE N OTES SCHEDULE 5 Y1'NBOL DESC RIP TION 0 SEAT BOUL DER S S HA LL BE S EL ECTED TH AT a WILL PR OVIDE A MINIMUM 2' X 2' LE VEL SUR FACE AT BETW EEN 15" TO 22 . ABO VE FINI SH GRADE AFTER 1/5 BURIAL 522 2 DE TAIL BOULDE RS IN CONC RE TE 15 SITE FURNISHINGS NOTES I. DIM EN SI ONS: ALL W RITTEN DI MEN SI ONS SUPE RSEDE S CA LED DI MENSIONS. ALL DI MENSION 5 ARE TO PACE OP C URB OR WALL , E DGE OP CON CR ETE FL ATW ORY./M OW BATP, OR CENTERLINE OF FEN CE . 2. PROJECT STAKING. ALL PROPOS ED SITE FEATU RES SHAH BE S TAKED IN FIEL D FOR RE VIE W BY THE OWNE RS REFRESENTATI VE PRI OR TO G ONSTRUOTI ON. ALL CU RVES SHALL SE S MOOTH AND CONTINU OUS WITH C AREFULLY MATCHE D T AN GENTS. KEY MAP ITS . 114.,I nry Poi nt NM. t ulle 14 TOWN OF TRUCKEE WEST RIVER STREET F z w z 2 w O • O re O a z W (r) a z O In LL W w W F CC CONFOR MED SET L1 .0 DRAWN BY: RH DESIGNED BY: AH CHECKED BY: HW JOB NO .: 21034 / 1 PA TIO ENLA RG EMENT LEG END META L PLANTER T YP E A: S HALL BE COR TEN LONG BOX PLANTER , LA RGE, 3S "L X 15"N X 16}'H, A VA ILA BLE PROM VERAG EK O UTDOOR , CO NTAC T 1-555 -53-5552 ME TAL RANTE R TY PE a SHALL BE VE RAPE K OU TDO OR, CORTE N C ORN ER BOX P LA NTER , 36 "L X 5 6" IN X I51" H, AV AILA BLE FR OM V ERAD EK OU 000 R, CONTACT I-8 66 -535 -5552 CONCRET E STEP, PER C IVIL PLANS PATIO ENLARGEMENT PLAN �'"—APA R AMP, PER CIV IL PLANS r OF 67_ f 4 "META L P L-A NRER— Tr PE S hYP . OF -21 C ONC RET E STEPS, PER CIV IL PLANS FOR LEGEND AND NOTES SEE SHEET L1.0 LIMIT OF W ORK T OP OF NALL TO RECEI VE LIGH T BROO M FINISH PE RPENDI CUL AR TO S EA TNALL 5/4" HIGH X 5/ 4" PEEP REVE AL ON ALL SIDE S 2 X6 HOARD FORM FINISH ON ALL VERTIC AL 51PE5 OF HALL. ADJACENT T1 RF ACE PER CIVIL FLANS N HO RIZONTAL REINF ORCE MENT, •4 REBAR 12 " O.C. BOT H FL ATS 5/ 4" RADIUS FINI SH G RAPE AT B OTTO M OF HALL , PE R CI VIL FLANS VERTI CAL REINFO RCEMENT: R4 RE BAR.. I S" O. O., LAP S PLICES 20 DIA ME TERS, 5" C LEAR ON 9JBGRADE — C' ALL RI PER CO MPACT TO 455- % SECTI ON PROMENADE SEAT WALL PLAN AND SECTION RET AINING M ALL PER CIVIL PL ANS 7+00 I ;'1 a s n' 20 ELAN 0 1/2' T N kE/ IHIAP z,O H4_Frane nr &4 CD,i K4,9 L1.2 L1 .3 ITS . Trbul nry Poi nt NM. t ulle 14 TOWN OF TRUCKEE WEST RIVER STREET F w z 2 Oa a z 2 = o L w a z Q (/) LL w W = (/) CONFOR MED SET L1 .1 DRAWN BY: AH DESIGNED BY: AH CHECKED BY: HW JOB NO .: 21034 REFERENCE N OTES SCHEDULE S YMBO L DE SCRIPTION O SEAT B OULDERS SHALL 45 SELEC TE D THAT 4 H ILL PROVIDE A MINIMU M 2' X 2' LEVEL SURFAC E AT @E1 224 IS " TO 22" A BO VE HA SH GR AD E AFTER I/4 BU RIAL OT T' DET AI L B OULD ERS IN CONCRETE r/ �� RET AINING HA LL PE R CIVIL P LANS FOR LEGEND AND NOTES SEE SHEET L1.0 P.A. g‘ LIMIT OF WORK eo PA . Oc WEST RIVER STA E LIMIT OF W ORK PA. JAX PARKING LOT KEY MAP Cb / P. A. OH S PROMENADE SEAT WALL MAI CXIUNE S SEE SHE 121 0 N ary Poi nt NM. t ulle 140 G o1:1 Riven .1..70 19106, 0. TOWN OF TRUCKEE WEST RIVER STREET I z w z 2 w O • co a • z • = o a z W w W — I CONFOR MED SET L1 .2 GROWN BY: RH DES IONEO BY: RH CHECKED BY: BW JOB NO .: 21034 DEFY, I- I I I I LIMIT OF W ORK O WN ONW P. A. JAX PARKING LOT \ 3 B IKE \ G K5 11+ 00 I I II WEST RIVER STREET -o RE'- O 12+00 KEY MAP REFERENCE N OTES SCHEDULE SYM BOL DES CRIPTI ON ON DETAIL SE AT BOUL DER S BEF ALL 8E SELE CTE D T HAT S MILL PROVIDE A MI NIMUM 2' X 2 LEVEL SJ RFAGE AT EENVEEN IS" TO 22 " ABO VE FI NIS H G RAD E AF TER 1,2 BURI AL B OUL DE RS IN CON CRETE JAX ON THE TRACKS DINER DECOMPOSED GRANITE 0 5' 10' 20' 121 0 N ary Poi nt 1nir e. t ulle 140 G o1:1 Riven .1..70 19106, 0. TOWN OF TRUCKEE WEST RIVER STREET I z w z 2 w O • (A a • z o —(f) w a z I- w W I- • (A F CONFOR MED SET S L1 .3 DROWN BY: AN DEB IONED BY: AID CHECKED BY: HW JOB NO .: 21034 LIMIT OF WORK lY IR RIGATION P OINT OF 1 C ONN ECTION 12: SHA LL BE Y D OWNSTREA M SIDE OF I' 1 R ED UC E PRE SSUR E, 6ACK FLO W IN T1415 APPROX IMATE 1 LOGATIO . D RAW INGS R E XACT li 1 SEE C IVIL LOCA TION. IN NTNAC TOR TO 1 V ER IFY AND NO TIFY O WNER IF FO UND IN O THE 4LO CATION. O CI C` II 1y „ 1" 1- 17", i-� p, 1 1?1 WI 11 7-77 EXTEND 2 S PARE CONTROL HIRE F ROM CONTR OLLER S. INST ALL IN T RAFFI C GR ADE VALVE B OX. CAP (" .MAINLINE FOR FUTUR E US E. IN STALL GA T- VALVE AN D C APPE D SNB IN TRA FFIC GRAD E BOX FLUSH WITH FINI SH GRADE. GRAVEL LOT EXTEND 3 SPARE CO NT ROL W IRE FROM CONTROLLER 6, INS TA LL IN TRAFFIC GR ADE V ALV E S OX. rurvCAP I' M AINLINE FOR VA LVE USE. INSTALL GATE VA LV E A ND C ARPED STUD IN TR AFF IC GR ADE B OX FLUS H WITH FINISH BRA DS WEST _RIV E -R S BEET-- 1/ 4 E 10' 2U' IRRIGATION NOTES I. SPECIFIC ATI ONS: SEE IRRIGATI ON S PECIFIC ATI ONS FOR ADDITION AL INF ORMA TION . 2. VE RIFI CATI ON: SYSTEM DESI GN 15 BASE D ON TB P.S.I. AND 30 6. P.M . AVAIL ABLE AT BOTH POINTS OF CONNECTION AND A MINIMU M FLO G OF 5 GPM. CONTRACT OR SHALL VE RI FY SAFE AN D NOTIF Y LAN DS CAPE A RCHI TE CT IF SUCH DAT A ADVER SELY AFFE CTS THE OP ER ATION or THE S YSTEM. SU CH N OTI CE S HALL BE MAD E IN WRITING A ND PRIOR TO COMM ENCI NG A NY I RRIG ATI ON W OR K. B. UTILITIES: CONTR ACT OR SHALL VERIFY LO CATI ON OF ALL ON -SITE UTILITIES . RESTORATI ON OF DAMAGE D UTILITIES SHALL BE MADE AT THE CON TRACTOR'S E XPENSE TO THE S ATI SFACTION OF THE O WNER . 4. S CHEMATIC, S YSTE M FE ATUR ES A RE SHO WN S CHE MATIC ALLY FOR GRAPHI C CL ARIT Y. INSTALL ALL PIPING ATV VAL VES IN C OMMON TREN CHES WHERE FE ASIBL E AND INSIDE PL ANTIN G AREAS WHENE VER POSSIBLE . ALL V ALVES SHALL BE LOCA TED IN G ROUNDCO VER OR SH RUB AREA S WHENEVER PO SSIBLE. B. CO DES: I RRIGATION SYSTE M SH ALL BE INST ALLE D IN AC CORDAN CE WITH ALL L OCAL C OPES AND MANUF ACTURE RS SP ECIFI CATI ON S. NOTIFY L ANDSCAPE AR CHITECT BY TELE PH ONE AND IN WRITING OF ANY CONFLI CT S PRI OR TO INST ALLATION . 6. SLEEVING, SLEE VES SHALL BE P RO VI DE D AT ALL LOCATION S WHE RE IRRIGATIO N PI PES AND CON TRO L WIR ES CROSS PAVEM ENTS, CJURB S, OR GALLS. 512E OF SLEEVE S &H ALL BE 2X THE SU M OF THE DI AMETER S OF PIPE TH EY HOLD. MAINLINE SHALL BE SLEE VED SEP ARATE PROM L ATER AL LINES. CONTROL WI RES SH ALL BE INSTALLED IN THEI R 01 ,11.4 SLEEV ES. SLEEVE L OCATION S A RE SH OWN ON IRRIGATI ON P LAN S ONL Y AT STREET CROS SING S FO R COO RDINA TION PU RPOSES ONL Y. CONT RACTOR IS RESPONSI BLE F OR CO ORDI NATING SLE EVE I NST ALLATI ON/ L OCATIOWSJANTITIES WIT H OTHE R TRADES AS NE CESSAR Y. SLEEVING SH ALL EX TEND Ib" F RO M EDGE OP PAVE MENT INTO LA WN OR RANTING ARE A, AN D SH ALL H AVE ENDS CLE ARLY M ARRED ABO VE G RADE. ALL FIN AL SLE EVE L OCATIONS SH ALL BE I DENTIFIED ON RE CORD DRAWINGS. Y. BAC KFLOW DE VI CES, L OCATE ALL BACKFL OW DE VIC ES IN SHRU B OR G ROUN DCOVER ARE AS. D EVIC ES SHALL BE LOCAT ED WI THIN SHRUB PLA NTING AREAS AND IN AN INCONSPICUOU S L OCATION. 8, QUICK COUP LING VALV ES: INST ALL ON TRIPLE SHINS -JOINT. LO CA TE 12" AWA Y FROM E DGE OF W ALKS , H AL LS, CU RBS, AN D HE ADE RBOARD S WITHIN P LANTI NG AR EAS . PROVIDE CIT Y RE PR ESE NTATIVE WI TH ON E OP ERATING K EY, TW O SETS OF L OC KING COVE R KE YS, AN D ONE S WIVEL H OSE ELL. F. PRESSU RE R EDU CER: PL ACE UPST REAM AN D ADJ ACENT TO BACKFL ON DEVICE. 10 . SUBSU RF ACE D RI P MEE TING: P RE CONSTRIKTION ME ETING IS REQUI RED PRIOR TO BEGINNIN G INST ALL ATI ON OF SU BSU RFA CE DRIP SYSTE M. CO NT ACT TO CO ORDI NATE MEETING. OR FOR BJE STIONS REG ARDING NE TAFIM DRI P I RRIGA TI ON LAY OUT AN D E QUIPMENT (TAO) 255-2118 II. WINTERI ZATION, INS TALL MANU AL DRAIN VAL VE AT BACKFL OW PRE VENTE R, AT LOIN POINTS ON MAINLINE AND AT UPST REA M EN D OF VALVE MANIFOLDS. INSTALL AU TO MATIC DRAIN V ALVE S AT Lo ut END OF ALL LATE RAL PIPE RUN E. VALV E NUMB ER VAL VE SIZE X• VA LV E FLOW X. —PR ECI PITA TIO N RA TE W ATE R -USE I HA VE COM PLIED WITH THE CRITERIA OF THE M ODEL WAT ER EFFICIENT LANDSCA PE ORDINANCE A TV APPLIED T HEM ACC ORDING LY FO R THE EFFIC IENT LYE OF W ATER IN THE IRRIGATION DE SIGN PLAN. S IGNA TURE BENJAM IN WOOD SID E KEY MAP IRRIGATION SCHEDULE SYM BOL SYMBOL H • S YMBOL 0 W e o o MANUFA CTU RER/MODEL JDES CRIPTI ON T REE BU BBLE R: RAIN BIRD RWS-BL 1401 0.25 GPM, ROOT WATERIN G, INSTALL 2 PER S YMB OL NANUPACTURE2TAODE L/DE CRIPTION M EDIU M FL OG DRI P C ONTROL ZONE KIT: R AIN BIRD XCZF-1 00-PRF ME DIUM FL OG DRIP CON TR OL KIT . I" DV VALVE WITH I" PRE SSU RE REGUL ATING FILTER AT 4C PSI. 3 6PS-15 6PM. 30 LOW FL OG DRIP C ONTROL ZON E HIT: RAIN BI RD XCZLF-L OO-P RE I' PRESSU RE REGUL ATING FILTE R AN P 4 0P51 PRESSURE R EGUL AT OR. PIPE TRANSITION POINT: TE CHLINE START CONNECTI ON WITH P VC RIS ER . BY RAINBIR D ARE A TO RE CEIVE DRI P E MITTERS, RAIN BI RD XB CV- PC SINGL E CUTLET, P RESSU RE CO MPENS ATING DRI P EMITTE RS. ASSI GN ONE (I) .OSGPH EMITTE R PE R PLANT . AREA TO RECEIVE D RIPLINE: NET AFIM TLH CV XR-0 093-18 T ECHLINE, OBE GPH AND 1 8"06.. E MITTERS SP ACIN G, WITH PRESSURE CO MPENS ATING L ANDSC APE DRIPLI NE, CO PPER STRIP E A ND C HECK VALVE . BURRY ALL LI NE . 4" BENE ATH FINISH GRAD E. JD T.� AZINP M A NUF ACTURERMODE L/DECRI PTI ON R EMOT E CO NTROL VALVE: RAI N BIRD FEB- FRS-D PLA STIC IN UST RI AL VALV ES. LO W FL OG OPE RATIN G CA PABILITY, w.l GLOBE CONFIGURATI ON . SIZ E PER PLANS QUICK COU PLE R: RAIN BIRD 44-LRC GATE VAL VE NIECO T-115, SIZE PER PLANS D RIP Z ONE MANUAL FLUSH V ALVE. RAIN DIR D, RJJMEED TOG TU BI NG, IN ST ALL AT L OW END OF Z ONE DRAIN VALV E: KING 22163, }" FREEZE KIN G D RAIN VALVE ON LATERAL S TO FLU SH THE SY STE M FO R WINTE RI ZING MASTER VALVE: RAIN BIR D PESO I" P LASTI C IN DUSTRIAL VAL VES. L OW FL OW OPERATI NG C APABILI TY, GLOBE CONFIGUR ATION. WITH S CRU BBER TEC HNOLOGY FOR R ELIABL E P ERFORMANCE IN DIRTY WA TER I RRIG ATION A PPLICATI ON S. BAOKFLOW PREV ENOfR:F ER CIVIL PLANS I RRIGATION CONT ROLLE R: R AIN BI RD ES PSLXME-L XM M-LXMMPED S ST ATION CAPABLE CO MMERCI AL C ONTROLLE R. MOUN TE D IN A STAINLESS ST EEL PE DES TAL EN CLOSU RE. IRRIG ATION C ONTROLLER: RAIN BIR D ESPSL XME-LXMM-L XMMP ED S S TA TIO N CAPA BL E COMM ERCIAL C ONT ROLLER. MOUNTED IN A STAINLESS STE EL PEDES TAL ENCLOSURE. FLO W SENSOR. RAIN BIRD P5-1 00-8 S FLOG S ENS OR FO R USE WITH RAIN BIR D MAXI COM SITECONT ROL, AN D ESP-LXD CENTRA L CONT ROL SY STE MS. • MODEL . W ATER ME TER PER CIVIL PLANS DRIP HEA DE R: SGH 40 PV C, I" SI ZE UNLES S OTHERWISE NO TED I RRIGATION LA TER AL LINE: PVC. CLASS 200 SD R 21 w.I — — � I RRIG ATION MAINLINE: P VC SCHEDULE 40 PIPE SLEEVE : PVC. SCHE DULE 40 FOR PIPE AND CONTROL WIRES ▪ PULL BOX VALV E CALL OUS 1Q ITUF NU IHHI(iAI ION WORK IN THIS SECTION L2.1 - L2.2 MTS . Go 1:1 Riven .P.1670 on TOWN OF TRUCKEE WEST RIVER STREET 1n I — z W W • z O • a a 2O a • 0 • E W W I CONFOR MED SET L2 .0 DRAWN BY: AH DESIGNED BY: AH CHECKED BY: HW JOB NO .: 21034 \ LIm \OF WORK \ 8+ I H AVE COMPLIE D WITH T HE CRITERIA OF T HE MODEL WA TER EFFICIENT LA NDSCAP E ORDINA NCE A ND AP PLIE D THEM ACLORD INELY FOR THE EFFIC IENT USE OF WATER IN TIE IR RIGA TIO N D ESIGN PLAN. OP's-�W G. kv B ENJA MIN WOOD SID E S IS NAT JRE FO R LEG END AND NOTES SEE SHEET L2. 0 TR _ II II ®_ I L-1 LIMIT OF WORK JR RIGATION POINT OF CONNECTI ON HI. SHALL BE DO WNSTRE AM SI DE OF I" REDUCE PR ESSURE B AO KFLOW IN T HIS APPR OXI MATE L O.,1 01 ..1. S CIVIL M AKING S F ORE GT LO CATION. R CONTRACT OT O 1/EE RRIFT AN D N OTIFY ONN ER IF FO UND I J OTHER LOCA TIO N. WEST RIVER STREET 1 61 A2 L ow LI MIT OF WORK — —Ws 62 0.96 IMM JAX PARKING LOT E7 L A4 LO W Iv fi A5 .52 I 0 .9 6M 6 1.4 2 OST IVN NB9 SE V\\\\\\\\ KEY MAP 10 +00 IRRIGA TION I7OIN T-OF CONN EC TI ON#,- c-o. TTOTr ''FXISTIN G I RRIG ATI ON MAINLINE . ASSU ME I" SIZE , TONINI HOUSE IN THI S AF FR OXI MATE L OCATI ON. H NE W CONT ROL WI FE F ROM E XISTING CO ESL TO -- .QPASE D VALVES AND 02IIE rs-Tn 6%IS T CO NTROLL ER.. CO NTRA- AW4 N] N OTIFY OWNER IF- D/ 11q 'OTiEft7 ,, V// //LL6 �/GG AA / 0.11 099 INM1 I(TS . UM lit any Poi. NM. t ulle 14 G oli 1916,64. 4.6 TOWN OF TRUCKEE WEST RIVER STREET I — z w w • z O • a a 2 O a • 0 U • E _ w w I- CONFOR MED SET L2 .1 M ANN BY: AH DESIGNED BY: AH CHECKED BY: HW JOB NO .: 21034 LIMIT OF WORK JAX PARKING LOT 11+ 00 FO R LEG END AND NOTES SEE SHEET L2. 0 fi TEW — DPP { L LIMIT OF WORK';`_ I RRI GATI ON P OINT OF CONNE CTI ON H3- OON -- t tO EXISTIN G I RRI GATI ON M AINLINE AT J AX ON THE -- TRAO KS, ASS1I ME I" SIZ E IN THIN AP PR OXI MATE LOCATION . TR ENCH NEW CANTROL HIRE F RO M EXISTING CONTROLLER TO PR OPOS ED. VALVE S. CO NT RACT OR TO VERIF Y EX ACT LO CATION AN D NOTIFY OYWERIF FOUND IN OTHER LOO AI TON . WEST RIVER STREET LIMIT OF WORK H� G2 MAD 031 PA IS LT IB M J AX ON THE TRACKS DINER I HA VE COM PLIED K ITH THE CR ITERIA OF THE MOD EL H ATER EFFIC IENT LAND SC APE O RD INANC E A ND APPLIED THEM AU. ,ORD INO LY F OR THE EFFIC IENT USE OF H ATER IN THE IRR IGAT ION DOION F LAN. 516NA T1RE 7ir~—i..f• LR BEN JAM INWOODSIDE ITS . MO u hry Poi. NM. Wit 14 Go 1:1 .1916,64. 4.6 TOWN OF TRUCKEE WEST RIVER STREET I- z w wz O a a 2 O w 1= < 0 E W - W I- F CONFOR MED SET L2 .2 DRAWN BY: RH DESIGNED BY: RH CHECKED BY: HW JOB NO .: 21034 PROJECT ',FORMATION A. DA TE: 05/1.32022 B. PR OJECT APPLIC ANT: TOM OF T RUC KE E G. PRO JECT ADD RESS= NEST RIVE R ST REET, TRU CKEE, GA D. TOTA L IRRIOA TE o LA NDSGAFE AREA. 4, 216 OF E PROJECT TYPE: STR EETSCA PE IMPROVE MENTS F. WATER SUPP LY T YP E. PO TA BLE G. LANDS CAPE DOCUMENT ATION P AC KAGE CMFrKi 1S T. 5 4 5 FR Q.EG T INFOR MAT IO N WA TE R EFFICIENT LANP SCAPE WO RK SHEET SO IL MA NAGEM ENT R EPORT (R EFER TO 5O IL REPORT IN PROJECT SPECIFICA TIO NS) LA NDSG AFE DE5 16 N F LAN (AKA FLA NTIN5 F LAN) IRR IG ATIO N D EIGN PLAN GR ADING D E51 ON PLA N 44 . L ANDSC AP E ARC HITE CT, OW NER: C ALLANDER AS SOC IATES TO WN OF TRUCKEE BENJA MIN WO ODSIPE !GILD if,11G KEE AIRPORT RD 12 150 TRIBUTARY POINT DRIVE , SU ITE 140 TR UCKEE , CA 96 l61 SOLD RIVER GA 95610 P HO NE . 530-53,2-18 20 P HO NE. (910) 98 5-4368 I AG REE TO CO MPLY WITH THE CR ITERIA OF THE H ATER EFFICIENT LA NDSC APE ORD INANC E AND SUB MIT A C OMP LETE LANDSCA PE DO CUMENTA TION RAC KA GE S IGNA D RE BENJA MIN N. W CODSIDE RECOM MENDED M ANTENANCE SC HEDULE P RUNING TREES Y S HP UBS a Q a GROUND I'.OVB R 0 a O IRR IGATION V IB )AL INSPECTIO N W INNNN KK AN TES T CLOCK M M M M M 1.41.1-14M S EA SO NA L AP JJ5TMENT a O a WATER A UDIT Y FR SUR E TE5T NN6 Y REPA IR a a a FERTILIZA ITO N AP PLIC ATION a a a SO IL A NAL YS IS Y N erP/P€ST C ONTRO L PE ST CONTRO L. HERB IC IDE APP LIC ATIO N 6a a HAND W EEDING a a Q a a a DEBR IS VIJJA L INSPE CTIO N W W W W N N W W W W N N C OLLEC TIO N W W W W N N N W NAN W LAND SCAPING R EP LA CE PEA P P LA NTS Y REP LENISH MIJLC M Y Y = Y EAR LY, Q = aLARTERLY , M = MO NTHLY , W = W EEK LY +PE ST CON TROL MEA SURE S TO BE IMPLEME NT ED P ER CITY S TA ND AR D MAINTENANCE PR OC ED UR ES WORKSHEE T A - WATE R EFFIC ENT LANDSCAPE WORKSHEET CONTROLL ER A 9603.4.4 wa 11 4.413.1 .401. 401.14 0. 141 .2 00.11.* 77 9 1.04.0.4 0376 .4 5.43 w45. 43 tab 1664 3.31 0. 6 145 7 63 .91. .. m 0,0 040 Oro an f Ore I 1.343 9.1 1.04.ae 1 0...004.1 1 0100. pal OBI 041 05 2622 3.. .38 .0. 460 3 .403 306 420 0.7 3 139 1108 1.76 %30. 4.3110/ 0. 4136.444413.),014.4 .01.14.16 4 . ae 4413.)014.164. 0.06.31 404101,w.�w n u ,a mwa44.1 4.u.p uea .w n,n+.m-mn: .v a.w,nr 36.1 04 P xr.«wp67.04. 8 ...64.64 o. km • .w i me aramrboal u..Rrw9r..1 . ..1 ..64 M.r1 380 0.116 ae 0. a ^...mmipa n. 0 1w. .. n... .41100 WV. IRRIGATION SCI-EDULE CONTR OLLER A 6:ONTR OI l ER B 6304 pwxaromm 04 . 839 4.9 14460.1 .arel seap • A rea 112 3. 4.51 r.w ,163 4.414•111011 •• • ..64 0.1.. Vider L k* 101.3123. 104. ...1 1 111.1 .14.44 .rr 4960.11.31 .m a 010 O. 103 03040.1 SW. end M3a .o 061 061 061 0 .23 0 .1 0 .5 00 CrA V MO. 146 .141,. 6 11 EL. L em .. A...p 6TM.e..6 41 .....3,..,wm am.m,a .,.mu. .. .e, do.asae.a .la,. .i .m.,. was . ornm ear w arm L. malwr 42 7 .6a. ..6.w..a a4 Nees. .an.an ....e Nnsix,Lo .. ..n o mial u......a0pM ..ya3wr.a ...awm.5aww64 117. 64 643 / 0.. 63.3. ' L... A satrama 51... 54 sal .1310. ^3.04.0 ' pr 1. 3143.. 4. 1 6.30 •11 0114141. 1 01.119 ' u .lefwu4 r 4,077.404..40446446...0.x0464 .µ.4u ww1 4..9 1 .565 . ..w+i .a,�,nw wwr , n.. .v.we .row ..wa ..wM.5111 . n4...... ..,w pw. + 77. .1.0 r«w..ww .4uw . Na 00.11.1011 Ma ni Ws. 9W (WO OLS} C aw ae.jw 4111 n ow eaAr ea. McRa e .18. 49 n. 1 04.41••1. 64.^15 Ma111etl 6Mcl..y C .dOM Low 0.51 091 0.38 U r. 0.61 0 .11 Days w M onth C.et« p ar Day TONI w ee p. Ma as 1 04x1 G allen Mint... p. C y. W. p. M an. 6334 33 0. 20 510 0.5 0 .30 131.61 G abon x177* 151 CYa1 . 13,.. 3. M..6 p4« portr ay 7.1 Nabs p. No n. ken 4 6..963 0 .550 3.5 051 am Low 0.5 1 pip 0 .61 0 .81 Mi na. p. CAA D ays p ed Mme 02494.3 Day 1.1 x1 7731. per M.nn 1 001 Gall. a x17704. pry CAN Gaya Der Ma as 024« 151 Day I AA x1770194 per M49.n ranri 6011106 64.1.. 0.50 132 0 .36 pip 0.61 Gw Low 020 13 R OW Dap 051 . Cy. Da. p. M ean CY AN P. pry 231.1 M M.«p en.. F eb 0.50 0.11 .m Wa y. na y Cy. Dar$ p. Me an Cycl es, Wry fet al Ala.* Val1331 0.1 16 525 163 16 16 f1 IM 5, 9 36 105 P.M1 01ar > DI May An la 3481 SAN O et Hey D. an nual 0.7 m 48 116 m Id 177 83 106 1.7 216, 931 324 M W6 IA 156 ISA 12 511117. 0.50 095 0.53 Gap 0211 0.50 r Cyd. Days, M aMM cr aw pw Gay 1401 M1n et« 3 Month 163 134 216 116 102 42 1.3]8 96 331 410 IM 222 96 788 4.4 SA 66 3 3 137 1321 109 525 177 49 55 3. 2 1 .601 1 .103 1 .610 10 11 11 3 3 IV 132 1 2 540 591 5+3 11 13 13 A 51 sz 52 51 AI 46 5 3 3 02 552 576 1 .633 IA3 39 55 57 196 220 V5 259 190 VI 0 11 120 3 V 350 376 376 30 35 13 360 396 4(O 5.1 953 11 2 111 1.771 594 52 52 216 285 11 310 20 140 AA 51 47 21 216 m 216 717 06 6.4 525 1535 36 161 5590 13 169 558 1 4532 16 54 38 133 63 KM UM 104 156 120 T ddG I .Per Y ear 4 0409; CONTR OLLER B YX¢ D..I.M.1 MA W.. Wa 1.GCDu1 Lands.. ca .l4.. 1w 0 .12 Slaw M ean O ro 1,4190 80n .3,778 0.1116 IM l Ma nIn la n /ee 0.1 Mar v Aix Mavl .4 91 33 Auo 0 41 Awl 094 2.4 GA 51 5 0.6 Annual 64 xa304 12Ha MIn0 94 par Cy cle D ay s pe r 51.. 420 .4 p. Ga y .4 .311x 1.1. par Mo n. Ta al .531 677 2,x B6 R IW x 204 87x 30 1A o 18 81 3, 13 15 30 51 33 l tl G ar I ons P. Y ear 317 411 11 ISO It M ary Poi.... l vile 140 0 41:1 Riven .P.70 191044 6.6 LIE On 11534 0141 01.1. 11.11.1110,11. TOWN OF TRUCKEE WEST RIVER STREET CONFOR MED SET n.Ms� 10411. L2 .3 ORPGGN BY: AH DES IO NED BY: AH CHECKED BY: BW JOB NO .: 21034 LI MIT OF WORK � 1 LL 1 1 I GRAVEL LOT WEST RIVER STREET QRK 7-77 S PE N 9,R 0 5' 1a 20' PLANT SCHEDULE TR EES JN 50O M AI_ P RA PRU CAN SAM NI B SHRUBS GOR SI B GER ROZ G RASSES/PERENNI ALS AGH MIL ASG SPE GAL ELP EGH GHE HEM OR O PAN VIR PEN 5T2 RUO GAL PLANT LEGEND BOTANICAL / COMMO N N AM E JUNIPERUS S COPULO RU M / ROCKY M OUNTAIN JUNIPE R MALL S X PRAIRIE ROSE' / PRAIRIE ROSE CRA BAPPL E PRUNU S V I REINIA NA 'CAN ADA RED' / CA NAD A RED CHOKE CHE RR Y S AM EU CU5 NIGR A / BLAC K ELDE RBERRY BO TANIC AL / CO MMON NA ME GORNJS ALBA SIBI RI CA' / REM ARK D0G W0 0D GERANIU M X ROZ ANNE' / RO ZANNE CRAN ESBILL BOT ANICAL / CO MMON NAM AGHIL LE A MILLEFOLIU M / COMMON Y ARRO W AS GLEPIAS SPE GI OS A / SHO WY MILKWE ED GA1 AM AGROSTIS X AGUTIFL ORA 'EL DO RADO / EL DOR ADO FEAT HE R REE D GRAS S E GHINAGE A X ' CHEYENNE SPI RIT' / CHEYENNE SPI RIT CONEFL OWE R HE ME ROG ALLIS X STEL— A PE O RO' / 5 -FELLA DE OR O PAYLIL Y PANI GUM VI RS ATU M / SNI TCH GR ASS PENSTEMON 5 -RI CTUS / RO CK Y MOUNTAIN PENSTE MON RUDBEGKIA G ALIPORNIGA / C ALI FORNI A GONEPLOWER o° a SHRUB MASS ---- ROOT BARRIER. DEE P R OOT C ORP. •U 524-2. INSTALL FLUSH WI TH I NSI DE FACE OF CURB OR PAVING IN LOCATIONS IN DICATED . SHOWN ON OUTSI DE OF CURB FOR GRAPHI C PURP OSES ONLY. +�H,f MULCH ONL Y AREA S, PE R S PECS PLANTING LAY GVT AT METAL PLANTE RS PLANTNG NOTES I. PL ANT QU ANTITY INF ORM ATI ON SH OWN ON PLANS 15 FOR REFEREN CE ONLY. CONTRACTOR 15 RESPONSIBLE F OR VERIFYIN G QU ANTITIES WIT H SY MBOL S SH OWN ON PLA N. SIZ E 15 GA L IS SAL 15 GAL IS SAL SI ZE 5 GAL I GAL SJZE I G AL 1 G AL GAL I 1 S AL 1 GAL S 6 AL 1 G AL 1 GAL 2. OWNE R REPR ESENT ATI VE TO R EVIEW AN D APPRO VE FIN AL P LANT L AYOUT BEF ORE PL ANT OPER ATI ONS COMMEN CE . S. OWNE R REPRESENTATIVE TO RE VIE W AN D APPRO VE ALL T REE PIT S BEFO RE TREE PLAN TING OPE RATI ONS COM MEN CE. 4. INSTALL 5" OF MULGI (P ER SPEC S) IN ALL PL ANTING A RE AS. I HAV E COMPLIED W ITH THE CRITERIA OF THE MODEL HATE R EFF IC IENT LAN DSCAPE O RDINA NC E AND AP PLIED THEM A CC OR DING LY FOR THE EFFICIENT USE OF WAT ER IN THE IRR IGA TIO N D ESIGN PLAN. SIGNAT UR E BE NJAMIN HOODSIDE KEY MAP IS ITS . 114.,I nry Poi nt NM. t ulle 14 Go 1:1 River..1,670 TOWN OF TRUCKEE WEST RIVER STREET F z w w w > z O re J a a w z a • z co • a w w w CONFOR MED SET 0 0 L3 .0 DRAWN BY: AH DESIGNED BY: AH CHECKED BY: OW JOB NO .: 21034 FOR PLANT SCHEDULE AND NOTES SEE SHEET L3.0 LI MIT OF W ORK ,__ - WEST RIVERSTRE00 I HA VE COM PLIED WITH THE CR ITERIA OF THE MO DEL W ATER EFFICIENT LA NDSCAP E ORDINAN CE AND AP PLIED THE M ACCORDIN GLY FO R THE EFFIC IENT LS E OF WA TER IN THE IRRIGA TION D ESIG N PLA N. BENJAM IN WOODSIDE SIGNATURE KEY MAP 44. 0 5' 10 I KTS . MO ul nry Poi. NM. t ulle 14 G oli L3 .1 CONFOR MED SET DRAWN BY: RH DESIGNED BY: RH CHECKED BY: HW JOB NO .: 21034 PLA NTER A PLA NTER B PL ANTE R A PLANT LIST BOTANI CAL N AME OTT SIZE A S EDUM REUBRO TI NCUT N AURORA' 4 PUUSS S B FEM EROCALLIS AT ELLA DE ORA' 5 PLU GS C. VIOL A BLA BELLA 10 PL BS PL ANTER 5 PL ANT LIST BOTANICAL NAME OTT SIZE A 5EPUM REU BROTIN OUTM AU ROR A' A ?LU6 5 B F EMER OCALLI5 OTELL A DE B RA 6 PLUGS O VIOL A BLA BELLA 12 FLUBS 1 1 PLANTING LAY OUT AT M ETAL PLA NTERS a yr T Z 3 PLAN 2 1c 64_FImtt er PI PMHy ny L_,J - - -'-- --'- yyI_ 000 6 �, *�Y^Y T ®'�'(Q H ' ....�� II....II CAL ELP 26 - .. PEN STR 4 1 AC H M ILE -, „I L :- I I I I HAV E c OMPLIEo 1HITH THE CRITERIA of THE MO DEL WA TE R EFFICIENT LAN050APE ORD INA NC E A ND A PP LIED TN EM A0C 0RGING LY POW THE EFFICIENT USE or HATER IN THE IRRIGA TION 2031001 PLAN. AoLV.(_S f.L DEN-AAM IN 110 0P 512 0 O IO NAT IRE FOR PLANT SCHEDULE AND NOTES SEE SHEET L3.1 -.HOM O RO SI COW SI B II I JUN 50 0 14 6ER ROZ 2 MAL -- - O. L EL -2 SI GAL #L2 20 PEN 5T R 2 MAL PRA 5 CAL ELT' ENTI PL ANTE R TO RE:EIV E BARK MUL CH FUR S PATS AN D FLANTIN6 NOTES PRU 0 AN AGH MIL 4 CAL LL D A KEY MAP AGH IL S PENT R.> CAL LD IS 16 ACH MI L I CAL ELDI 4 CAL ELDI5 GER R OZII C HEM OR O 2'. `-' HEM OR O EA MALPR A2 E'E R ROZ II CO R SIBIB ITS . UM u hry Poi. NM. t ulle ND Go 1:1 Riven .1,6 N TOWN OF TRUCKEE WEST RIVER STREET I z w w w O ✓ a a w z a I - • z co • a w w w I CONFOR MED SET L3 .2 DRPWN BY: AH DESIGNED BY: AH CHECKED BY: OW JOB NO .: 21034 2 SAM NIG 2 AC M MIL GAL L DII.5 LIMIT OF WORK w _ LIMIT OF WORK-* ENTI RE PLANTER TO RECEIVE BA RK N NLCN PER SPECS AND FL AWING Nu! JAX PARKING LOT CA L ELP 4 1 1 Ir A FOR PLANT SCHEDULE AND NOTES SEE SHEET L3.1 GAL E D 4 11+00 G AL ELD 4 AGH MI 2 MAL PRA I 161 RU O GAL WEST RIVER STREET _ __ _-juts_ W 'R " i7, 6 00 8 SI B -1 '!S A aH1r I HAV E CO MPLIED WITH THE C RITER IA C? THE MODEL WA TER EFFIC IENT LA NDSCAPE O RD INANCE AN D APPL IED THEM ACCO RD ING LY FOR THE EFFIC IENT LSE or WATER IN THE IRR IGAT ION DES IGN P LAN. SIGN ARRE EEENJAM IN WCOD 5IDE 12+00 KEY MAP O WN JAX ON THE TR ACKS DINER ENTIRE PLANTER TO RE CEI S ARK MLLOH PER C5 AV PLA NTIN NOT ES ITS . 121 0 lrbul nry Poi nt NM. t ulle 14 19106, 0. TOWN OF TRUCKEE WEST RIVER STREET F z w w W O r a a w z a I - z U w a w w rr CONFOR MED SET L3 .3 ORPWN BY: AM DESIGNED BY: 411 CHECKED BY: BW JOB NO .: 21034 PLA NTING SOILS LEGEND 24" DEPTH IMP ORT T OP SOIL, PER SPECS PL ANTE R S OIL MIX, PER SPECS AM END ED NA TIV E SOI L FER SFEC 5 PLANI NG NOTES I. SOIL PREP ARATI ON F OR PLANTIN G STALL NOT CO MMEN CE UNTIL ALL AO C�RESATE B ASE ANP OTHER DE BRIS HAVE SE EN R EMOVED FROM ALL PLANTING AREAS AND ME ASURES TO REDUCE COMP ACTI ON IN TH OSE AREAS HA VE BEEN E MPLOYE D ( SEE S PECS) . S EE SP ECIFI CATI ONS F OR AD DI TI ON AL INFO RM ATI ON REHARDIN6 LANDS CA PE SOIL S PERPET RATION AN D STRW TURAL S OIL . MO ul nry Poi. NM. Go 1:1 Riven .P.1.670 TOWN OF TRUCKEE WEST RIVER STREET I z w z w Oa re co a w C7 a z U F to z w¢ w w o- w CONFOR MED SET L3 .4 DRAWN BY: All DESIGNED BY: AH CHECKED BY: HW JOB NO .: 21034 LANDSCAP E BOULD ER S IN C ONC RET E LANDSCAPE BOULDERS BOUL DER, PER SPE CS BU RY 1/5 OF TOT AL {EIGHT FINISH G RAPE AT PLANTIN G ARE A SU BGRAPP CO MP ACT TO 90% PAVER. PER CIVIL PLANS S" M INIM UM CONCRETE BAND AT BO ULD ERS, WHERE OCCURS ON PLANS EOUL DER FER S PEC S, BURT 1/5 OF TOTAL HE1 6HT FINIS H GRAD E AT PLANTINS AREA SUEGR ADE CO MPAC T TO 90% SET BOULDER IN 4" TIC K CONC RETE LANDSCAPE BOULDERS SECTION B EN CH POST , INSTA LL PE R MA NUFACTURER SPECIFICA TIO NS. CO NCR ETE PAV EM ENT, PER SPECS 0 1' 2' 4' 3 1OS4_I]T.EO 50LLOENc g 1 SIN MA NUFAC TUR ERS SPECIFICAT ION POP POST SPA CING - ADJA CENT PA VEM ENT, P ER CIVIL PLA NS EXISTING SUB GRADE 95% C OMPACTION PL AN V IEH (1:9) SURFACE MOUNT BENCH SECTION 624 NOTE. METR IC (MMI) MEA SUREMENTS SHOW N 4 X 4 WW M P LACE I" PROM BOTTOM OF SLAB B ENC H A NCHORING A ND B ASE PLA TE PER MA N)PAC TURER'S SPEC IF ICA TIO NS CONCRETE POOTING, FE R SPECS CLASS 2 AGGREGATE BASE COMPA CTED TO 95% RELA TIVE COMP AC TIO N 01121 2 ]109+2EtcHPNOBGbg FR ONT S IDE TRASHIRECYCLN G RECEPTACLE SEC TION 762 N TS . 2 X6 B OA RD F ORM FINISH ON ALL VERTICAL SIDES or HALL . ADJ ACENT FINISH G RADE AT PATI O PE R CIVIL PL ANS FI NI SH GRAD E AT BOTT OM OF WAL L, PER CIVIL PLANS PATI O SEAT WALL .SE CTION H ORIZ ONTAL REINF ORCEMENT, 44 RE GA R, TR ASH C AN SHALL BE E CU BE LAB S 12" o -C . EACH PAGE CONTINUOUS MODEL CO B 12OL HI/ HAND S FREE H OPP ER RE CYCLI NG SH ALL BE COG -NC POURE D -IN -PLA CE CON CRETE SHALL , 12OL H/ HAN DS FREE HOPPE R, PER ALIGN TOP OF H ALL WITH TO P OP SE ERS ADJA CENT PLANTE R B OXES 5/ 4" RADIU S, TYR 5/4" HI GH X 5/4 " DEPTH R EVEAL ON ALL SIDES RESTRAINT CURB, PER CIVIL PLANS, BEYO ND HALL ADJ ACENT FINISH G RA DE AT SIDEWAL K PE R CIVIL PL ANS 1. I VE RTIC AL REINFO RCEMTENT AS _I STU RRUPS AT, I 8' O .O ., 9" e . j .=1'. l C LEAR ON ALL SIDE S (B) I" X 1.5 " STEEL CH ANNE L CONTINUES TOP RAIL, I' X 1.5" STEEL CHANNEL STEEL P OST , 2" 5 0, 111TH WEL DE D 2" 5O FL AT CAP (4) I" X IS " ST EEL CHA NNEL REC YCLE D CO RRUG AT ED STEEL PANEL, VERTICAL ORIENT ATION 5" DIA. GALVA NI ZED ST EEL SLEEVE: FILL 6AP HITS NON -SHRIN K GROU T CO NCR ETE PAVEMENT , PER CIVIL PLANS SUBSRADE, COMPACT TO 90 % 0 1/2' 1 2' a.g«i un,g I' 5. I'.5" NOTE: I. ALL G UARD RAIL STEEL COMP ONENT S EX CEPT RECYCLE D CO RRUG ATE D STEEL P ANELS , S HALL SE GALVANIZE D AND PONDE R COATE D TO MAT CH PAL SO ON 2. CO NTR ACTOR SHA LL SUBMIT SH OP DRAWING OF GUARD RAIL FO R AP PRO VAL PRIOR TO FABRICAT ION . 5. ALL METAL C OND ITIO NS SHALL BE MEL D®. DECRATIVE GUARDRAIL SECTIO N 5 f S 1 BIKE RACK 4, SECTIO N 165" 0112 TT 7 DERO S INE RACK CO . "C OMMER CIA L B IKE HITC H" C OLO R. PO NDER C OA T FLA T 1s" BAC K INST ALL PER MANUFACT URE RS S PEC IFICA TIONS 2.575" NT S. MO UNTI NG BRACK ET . AT TACH CA N AC CORDING TO MAN)F AC TU RE R RECO MMENDA TIONS ATTACH CAN PER MANUFAC TURE RECO MMENDATIONE OUTLINE OF CAN FO OTING NO GAP BETHEEN CAN AN D P AVERS P AVE R SIDE WAL K AS C ALLED OUT ON CIVIL PLAN S SECTION VIES IN 0.7 T 66" PL AN VIEW .6" GLAS S 2 AGGREGA TE B AS E COMP ACTED TO 95 % REL ATI VE COMP ACTION 4X411111 P LACE I" FROM BOTTO M OF SL AB C ONCRETE P AVEMENT , PER S PEC S PAVE RS NOTE: TR ASH RECE PTACLE MUST OPEN TO BE ACCESSIBLE P ATH cif TRAVEL. TRASHIREC YCLNG RECEPT ACLE FOOTIN G SECTION AND PLAN 0_ NT S. 000.045 4-44 VERTICAL, BOL T STRUCTU RE TO FOO TING 9" CLE AR EDGE AC CORDIN G TO ENGINEERS DIST ANCE R EOUIREMENTS 12" 44 H ORIZ ONTAL H OOF S ``��`` PLAN AL AI BIKE RA CK, NP., PER SPECS UNIT PAVERS PE R CIVIL PLAN S ADCRCL ATE BASE BI KE RAC K LAYOUT 40 00 PSI CON CRETE F OOTIN G 45% COMPA CTED SUB GRA DE SE CTI ON A -A' W BENCH NT S SECTION AND PLAN 12150 Wa r,Poin11. .e. Svile 110 TOWN OF TRUCKEE WEST RIVER STREET STREETSCAPE I MPROVE MENTS Q Cl W C ONFORMED SET JANUARY 23, 2023 L4 .0 DRAWN BY: NH DESIGNED BY: AH CHECKED BY: SW JOB NO .: 21035 FLAN SIDE S ECT ION CONCRETE FOOTING CONTR OLLER E NCLOSUR E C ONCRE TE FOO TING SUE SRA DE: COMPA CT To So% FRO NT S EC TIO N CO NTRO LLER SECTION CONTROLLER ENCLOSURE: PE R PLAN S G. F.I. DUPLE X BO X IN/ REC EPT ACLE (1 20 V OLT) AND OWOPP SWITCH ELE CT RI CAL G ONWIT F OR 120V SERVICE, RIGI D STEEL, WIT H 2'-0" MIN. BURIAL SWEE P EL L (PVC 504 40) ELE CTRI CAL C ON DUIT MO SW EEP ELL) FOR .2 4V. CO NTROL LER/VA LV E WIRES, SIZE A5 RE Q. P VC : 5 CH . 40, MIN. IS" C OVE R NOTE. SE AL ALL CONDUIT O PE NING S WI TH DUC T TA PE a Trr r z' 91Ma.TseMrolLx2l14ng FINISH G RADE, FLUSH N TAP AREA S, I" IN MULC H AR EAS 5 PIPE DIA METERS TO VALV E- ' IR EG rl OF F LOW(71) C ONTROL WIRE S FLO W SENSOR SECTION VALV E BO X, WITH BOLT DONN L ID, LABELED "F5", CAR SON 1414 OR AP PROVED EQUAL WATERPROOF SPLIGE P ER SP ECS 14 GA UG E D IR ET.T BUR IA L WIRE, W HITE AND BLA CK TLGL HOLDER F LO W SENSO R 10 P IPE PIAM ETERS RED UC ING C OUPLING, TIP . FROM MA STER VA LVE BRICK AS REQUIRE D TO SUPPOR T V ALVE B OX MA INLINE, S IBS r MA TCH PLOW SEFEOR 12" MIN. D EPT 4 OF PEA GR AV EL NTS. FIN ISH GRAD E, PLUSH IN TAP AREA S, I. IN MULC H AR EAS GATE VALVE SECTION 7,,, - NIPPLE, SC R DO PVC , ID' LENGT H, TY R. D2 010 Plcw? macr dd. drvg VALV E BOX , W ITH BO LT D OWN LID, LABELED "BV", SIZED TO FIT VAL VE, P ER S PECS. FINISH 6RA.D£ 6" DIA . PVC, SLEEV E GAT ? V ALVE, PER PLA N BR IC K (TIP. x 5) 6" M IN DEPT H OF B/4' D RA IN RO CK ADAPTER C OUP LER, SC R SO P VC, TIP. MAINLINE 0 2 4' B' 9 29 noo euveve Ldanag FR OM PONT OF CONNECTI ON MAST ER V ALVE FL OW SENS OR MIN SX PIPE DI AMETER FLOW SENSOR AND MASTER VALVE o z 4' B' SECTION MAINLINE , LATE RAL, AN D WI RIN G IN THE S AME TREN CH SEC TION VIE W MAINLINE PIPE LATE RAL PIPE WI RIN G IN CON DUIT • PLAN VIE W WI RE 1.1/ 0 GON PUIT i RUN WIRING BENEATH J ALL SOLVENT HELP AND BESIDE MA NLIKE. M AST C PIPIN G TO BE TAFE AND BUND LE AT 10 SN AKED IN TRENCH AS FOOT INTERVALS. SHORN NO TES : I. S LEEV E EE LOW ALL HA RD5GAPE ELE MENT S WITH SCHEDULE 40 FVG (S IZE P ER FLAW. 2. P LAC E COP PER TRAGER WIRE ON TOP OF ALL PVC. P IP E. TRENCHNG PLAN A PO SECTION TE A 24 INCH LOOP IN ALL WI RIN G AT CH AN GES OF DI RE CTION OF B6 OR GREATER. UNTIE AFTE R AL L CONNECTIONS HAVE BEEN MADE. NOTE: ON E VALVE PER BOX, NO DEB RIS OR SOIL INSID E BOX. B OX S HALL NOT R EST WON OR TO UG H VALVE, LATERA L, OR MAINLINE AT ANY PO INT. o 1Lla Nenc16,6 g 50 -INCH LEN GTH OF WI RE , COILE D P ENTITE OR EG)AL WIRE CONNECTION UNIT (I of 2) ID TAG V ALV E Box , WITH BOLT DOWN LI D, SIZED TO FIT VALVE, LABELED "ROY" . FINISH GR APE, MIEN IN TU RF A REAS, I" IN M ULCH AREAS REMOT E C ONTROL VALVE: P ER PLAN S PVG SGH SO NIPPLE (2 -INCH LEN GTH) G ALL V ALVE PVC SCH SO NIPP LE (2 -INC H LENGTH) PVC SOH 40 ELL PVC DOH SO NIPPLE (LE NGT H AS REQUIRED) BRICK (I OF 4) SO H 60 NIPP LE (2 -INC H LENG TH, HID DEN) AND SO H 40 ELL PVC MA INLINE PIP E PVO SOH 40 TEE OR ELL PIG DGH 40 M ALE A DAP TER PVC LAT ERAL P IPE 6" M IN. DEPT H OF B/4" DR AIN RO CK REMOTE CONTROL VALVE SEC TION I = I 0 V2 T 9.213410 0,...0. 4[ 2,1111 a1,11, 6_12. .19 FINISH G RADE, FLUSH IN TU RF ARE AS, I" IN MULCH AREAS 45 DE6. ELL(T xT), BRASS (TYP) BRA SS NIPPLE (LEN GT H AS REDIA RED)(T(P) P✓G SCHEDULE SO NIPPLE (TIP) To V ALVE DIREC TION QF FLO W P VC S CHEDULE SO COUPLING ( SXT) (rTP) RUN M ASTE R. V ALVE WI RE S TO CONT ROLLE R IN I" PVC OONIIDUIT SH ARE D WITH PL OW SENSO R GA BLE MASTE R VAL VE SECTION V AL VE B OX, WITH BOLT DO WN LID, SIZE TO FIT VALVE, PER DRE GS W ATE RP ROOF SPLI CE, PE R S PEC S M ASTE R VAL VE, PE R I RRI GATI ON PL AN 45 PEG . ELL(TxT) , BRASS i rr ?) 45 DEG. ELL(Txr), BRAYS (T IP) F RO M POINT oP CONNE CTI ON CO MMON WI RE NIPPLE, B RADS, TIP. 6" MN. DEPTH OF 5/ 4" DR AIN ROC K BRIC KS AS REQUIRED TO SUP PORT VAL VE B OX NTS . 5284 W JNoeEeNCN o_4Ddg NOT ES: I. CENT ER V AL VE BO X O VER RZHI OTE CO NTR OL V AL VE TO F ACILIT ATE SE RVICIN G V AL VE. 2. S ET R&V AND VAL VE BOX ASSE MBLY IN 6 ROUND GQ VER/SHRU B ARE AS. B. SET B OXES PA RALLEL TO EA CH OTHE R AND PERPEN DI CUL AR TO ED GE OF A DJACENT PAVEMENT 4. AVOI D HEAVILY COM PA CTIN G S OIL AROUN D VAL VE BO XES TO PREVENT C OLLA PSE AND DEFORMATION OF V ALVE BOXES. QUICK COU PLIN G VAL VE BOX, TIP. L O J REGT ANUL AR_ V ALVE B OX, TIP . 1'-0" / BA CK OF COFL'RE TE MOWBAN D OR PAVE MENT es } VALVE B OX LA YOUT SECTION 7117 .11 0 V2' 1' *� 209ao_VeNm eNey�,k_I 2dwg G LATE RAL LINE , PE R PL ANS 50" LI NEAR L ENGTH OF WIR E, COILE D E NTITE OR EQUA L WIRE CO NNECTION KIT (2) VA LVE B OX AND CO VER, PER SPECS FINISH G RADE/T OP OF MUL CH IP ZONE KIT FE R PLAN S WITH FILTER (TIP To 45 DE GREES) AN D P RESM RE RE GUL AT OR PVC SOH SO NIPPLE LEN GTH AS REQUI RED) PVG SCR 40 ELL PV G SCR SO NIPPLE (LENGTH AS REWIRE D) BRI CK SUP PORTS (4) PVC, DOH 40 TEE OR ELL - Pic SGH 40 MALE ADA PTOR P./G. MAINLINE FIF E ON MINI MU M DEPTH OP S/ 4" WASHED &RAVEL DRP CONTROL ZONE KIT SEC TION 121501 d, Wa r, ' ,intl. ., Svile 110 TOWN OF TRUCKEE WEST RIVER STREET STREETSCAPE I MPROVE MENTS C ONFORMED SET JANUARY 23, 2023 noeu � �. oi r L4 .1 DRAWN BY: DESIGNED BY: CHECKED BY: JOB NO .: AH AH B M/ 21034 C;) TREE BUBBLER SECTION TREE STA KE TRE E EXTENTS OF ROOT SALL P LAGE BU BBLER DI RE CTL Y AGAINST RO OTB ALL 2 PE R TREE IaG ELER FINISH GRA DE RO OT W AT ERING SYSTE M: RAIN BIRD no -SS (I NCLUD ES BUBBL ER AND G RATE) I/2" PVC SO H 80 NIPPLE 1/2" 5 0-LISS REE EL BOW SWIN G PIPE, 12" S WIN G ASSEM BLY 1/2 -INCH MALE NET INLET PVC 5GH 40 TEE OR EL LA TERAL PIPE 4 -INCH BASKET WEAVE CANISTER DR IP CON TRO L ZONE K IT TO NEXT P LAN TING AREA on S ANE ZON E, W HE RE OC CURS P ER PLA NS (TYP. ) DRIP LA TERAL HEADER C ONNECTION — AR EA PER IMETER FERIMET ER LATERALS 2" TO 4" FR OM ED GE 71-1-1 0 P Y 4' 5 440C_ireoaMlm_246y NOTE: I. STAKE EMITTER LINE EV ERY 4 FEET. 2. L AT ERAL LINE , FLUSH V ALV E A ND DRIP REMOTE CONT ROL ZONE KIT SHO WN OUTSIDE OF PL ANTIN G A REA FOR GR APHIC PURPO SES O NLY. LOCA TE WITHIN PLA NTINS A REA WHERE PO SSIB LE. DR IP TUB ING, NP. j'�� OPER ATION INDICATO R. 1= �7 P ER PL ANS `�C3 ' PLUSH VALV E, WHERE fa SHOW N ON P LAN S 4 / a DRIP LIGHT LAYOUT 4. j PLAN N. T.S. 5S8400 _Or 7Xa5ou4LI4,Lldry FILSHI VALVE V ALV E BOX : CA RSON HID OR EQUAL WITH BO LT DOW N LIP LAB ELED " FV' FINISH GRADE FLUSH IN TURF AR EAS, I" IN M ULCH ARE AS PV C 5GH. 40 A DA PTE R DR IP HEA DER LINE (3)FLUSH VALVE SECTION 5 FT. CO ILED F LE XIBLE P VC HOS E,1/2 ' BRICK SUPP OR T AT EACH CO RNER 0" M IN. D EPTH 5/4' D RA IN R OC K N. T. S. 52 840 0_D rIpFl ua hVa Iv a_S. dw 5 EDGE OP PLANTING AREA MUL CH/ TURF FINISH GRADE DRIPLINE B ARB TUBI NG X MFT EL BOW AD APTE R P VC DRI P HE ADE R P VC SCHE DULE 40 TEE PVC SCHE DULE SO NI PPLE PVC SCHEDULE 40 TEE OR NO" ELL LAT ERAL LIFE DRP LATERAL HEADER CONNECTION NTs SECTION IBOCS_ 02 81 0 Pad Lat eral He ader Corr ection S A:su rfa ce 6 41149 a DRIP LA TE RAL/ HE AD ER CONNECTI ON OPE RATION 4' INDICATOR, LOCATE D AT THE FU RTHEST POINT FROM THE VALVE TO NE M P LAN TIN G A REA ON SAM E ZONE, W HERE 000O URS PER PLANS DRIP H EA DER T YP. V FLUS H VALVE WHER E SHOW N ON P LANS AREA PERIMETER DRI P TU BING, TY P. DRI P HE ADE R, TI P. DRI P CONT ROL Z ONE KIT "- PERIMET ER LA TER ALS 2" TO 4" F ROM E DGE NOTES : I. ST AKE G RIP TUBING EVERY 4 FEET . 2. L ATE RAL LINE, PLUSH VALV E AND DRI P REM OTE C ONT ROL Z ON E KIT SHOWN OUTSIDE OF F LAN/TING AR EA FOR GR AP HIC . PURPOS ES O NLY. LOCA TE WITHIN P LA NTI NG AR EA WHE RE POSSIBLE. . I j ON S M P O N, N6 ARE A FLUSH VALVE, N ON SAME 8R F, WHE RE WHE RE SH OWN ON — — i — — OC CU RS PE R PLAN S PL AN OPERATION 4 INDICATOR, LO CATE D AT THE FURTHEST POINT FROM TH E VAL VE . DRI P 'RASING 2-4" FROM EDGE OP P LANTING ARE A DRIP TUBING, NI. . L ATERA L LINE DRI P CONT ROL ZONE KIT LATE RAL/ HEA DE R E) C ONNE CTI ON, TYP. 4 EPEE of PLAN TING A RE A DRI P HE ADE R, TY P. ITO NEXT P LANTING ARE A ON SAME ZON E WHE RE OCCU RS PE R PL ANS DRP CENTER FEED LAYOUT PLAN NT8 FINISH GRADE am4aoa playn ceraer_tdet3 VAL VE B OX: C ARSON OLT P510 R L ARD WIT H CART 110LI POEQU AL FD "FV" FLUSH IN TU RF AREA S, i_i_i I" IN MUL CH A REAS DRAIN V AL VE, PE R SPECS . B RIC K SUP PORT AT N OTES: LATET4 11NE EACH CORNER I. S TAK E EMI TTER LI NE E VERY 4 F EET. 2. L ATE RAL LINE, FLUSH VALVE AN D 6" MIN. DEPTH D RIP REMOTE CONT ROL ZONE KI T 5/4" DR AI N SH OWN OUTSIDE OF PL ANTING ARE A R OC K •i��� R OC K FOR G RAPHI C PUR POSES ONLY. LOCATE WI THIN PLANTING ARE A WHERE FO551 SLE. DRP IRRIG ULAR LAYOUT PLAN NT& I1= 1E . O PERA TIO N INDICATO R SECTION 52e4 OQ_ PrlpLa puee re5S_I4+g FINISH GRADE PLANTING AREA OPE RATION INDICAT OR PE R PLANS DRIP HEADER TR IP LE SWING JOINT, PVC TUTS S h34G,O rpin.1. tcr_Id.g DRA N VALVE 4. SE CTI ON FINI SH GR ADE, FLUSH IN TURF AREAs I" IN MUL CH AR EAS 7- MAINLIN E CONNECTIO N: PVC SCHEDULE 40 TEE OR SO DES. ELL 7=1 QUICK COUPLING VAL VE SEC TION N.T.S . 525 4O OJ7rIpF 1u shVa I veL3.S H VAL VE BOX, WITH B OL T DOWN LI D, LABELE D "C CV ", CA RSON 510 OR APP ROVE D E QUAL 051CK COUPLING. VAL VE ANGLE I RON: I" X 3/16' X S O" SEA R CLA MPS: STAINLESS STEEL F RE-AS SEM BLED TRI PLE SWING JOINT: L45 G0 , K B! COM PAN Y, OR APPROVED E QU AL BRI CK: AS RE QUIRED TO C JUFPORT BOX . NP . 1 2' MIN. DEPTH OF PE A 6RAVF1 12150 Wa r,Poin11. .e. Svile 110 TOWN OF TRUCKEE WEST RIVER STREET STREETSCAPE I MPROVE MENTS C ONFORMED SET JANUARY 23, 2023 noeu �:e oi r L4 .2 DRAWN BC pry DESIGNED BY: pry CHECKED BY: Hy y JOB NO .: 21034 it DRIP EMITTER S SECTION C;),1SHRUB PLANTING SECTION HEAD ER PER SPEC IFICATIO NS. INSTALL PER MANUFAC TURE R'S S PEC IFICA TIO NS FINISH G RADE OF FLAW ING A REA, P ER CIVIL PLANS DIFFUSER/BU G CAP 1/ 4" TU BING ST AKE 1/ 4" DI STRI BUTION TU BING. ( MAX. LENGTH PE R MANUF ACTURE R'S S PE CIFI CATI ONS) BARK MULCH, AS SHOWN PER RANTING PLAN E MITTER PER PLAN DIST RIBUTION TU BING �2LgG pSr IPPo1rRS�"rca£mR.ir�Awg SHR UB SE T RO OT BALL 2" ABOV E FINISH G RADE MULC H: 2" LAY ER PLAT ER B ASIN, 5" HEIG HT FINISH G RADE PLANT PIT , 2 X GONT AINER WIDTH BAC KF ILL-SE E SPECS RANTING TABLETS, PLAC E IN C ONTA CT WITH FOOT BALL HA LFWAY UP NA TIVE SO IL, UND IS TURB ED N.T.S. Sa9Soo_S..TSN Mmgl_9SAwq B OTTOM LAYE R OF DS PAVEMEN T, 2" THICK , C OM PAC T TO 15% T OP LAY ER or DG P AVEM EN T, 2" THICK. CO MPAC T TO INS A GGR EGA TE BASE, C LA SS 2, COMPAC T TO 95% SUBSRADE COM PACT TO INS STA KE,IFICA TIINSTA LLONS P ER MANUFAC TUR ERS SPEC DECOMDOSED GRANITE SECTION EXISTING P AVE MENT 0 1/2" 1' 2' DEGG NPOZEP ORAN TEAN N EDGE OF PL ANTING AREA MUL CH 11I-iii=111_ —FINISH GRA DE DISTRIBUTION TU BING EL BOW FITTING DI STRIB UTION TUBING ADAPTER PVC. D RI P HEA DER PVC. S CHE DULE 40 TEE OR 9 0' ELL L ATER AL LI CE DRP EMTTER LATERAL CO NVECTION KT$ SECTION --- DIREGT IOHU OF T*R AFFI C, T REE TIE FLW Vlbl • !p SGPLE 5ET ROOT BALL 2" A BOVE FINISH G RADE D EEP ROOT BARRIER NEXT TO PAV EMENT, MIN. 24" DEPTH (A VA ILAB LE FR OM DEE P ROOT COR P. OR APPROVED EQUAL. IF TR EE 15 WITHIN 6' OF PAV EMENT, EX TEND 5' ON BO TH SIRES. tJ MIN. TREE PLANIN G PLAN CONT AINE R WI DTH 32 0400_ DrIpT„bi ngLoteralcW nncctta,l_5.awg TREE TIE. FL AT CORDED RU BBE R. INST ALL SE CU REL Y AT L OWEST P OINT NECE SS AR Y TO HOLD TREE UPRI GHT (SEE PL AN VIEW STA KE: 2" DIA. L OD GE POLE PINE TRE ATE D WITH CHEM ONITE P RESE RVATIVE OR APPRO VED E QU AL , OUT STAKE 2" BELOW L OWEST BRANCH W ATE R BASIN, 4" HEI GHT 141514 GRA DE BA CKFILL, PER SOIL PR EPARA TIO N SP ECI FICA TIO NS PLAN TING TABLETS, S EE SP ECS ARIPY SIRES OF PL ANT PIT OT BALL REST R OOT BALL ON UNEXCA VATE D S OIL 0 1' 2' 4' 5295L 0_TeoS k*Fg5_ 'J 2G g '1 2 SH RU B END OA P DRIFLI NE. 1/ 4' DRI PLIN E WI TH 6" EMITT ER SPACIN G, SNAKE UNIF ORML Y TH ROUGHOUT POT TO PRO VIDE A MIN . 6' k6" GRIP F OR UNIF ORM HATE R DISTRI BUTIO N. CA P ENDS. RANTE R S OIL , PER SPE CS DISTRIBU TIO N TUBING SNAKE 1/2" DI STRIBUTION TU BIN G T HROU GH PL ANT ER DRAIN H OLE . USE PIT TINESS AS NECESSA RY TO PREVENT KINKS IN TUBI NG . BAR B A DAPTER 5" PVC. FI FE PA VERS PER , CI VIL PLAN RI SER AT DRAIN HOL ES. I" PVC 5G H 80, C AP DURI NG C ONSTRUCTION. DR AIN BO X. CHRISM V -I WITHOUT LI P. LATERAL LINE DR AIN ROC K. 5/ 5" PE A GR AVEL 71.17 0 1/71 ' 2' WI DTH PE R SITE FURNI SHING P LAN CONTINU OUS SCARIFY A ND R ECOM PAC T TOP 6" OF SUBE RAD E TO 1516 RELATIV E CO MP ACTI ON D2 59O 0_ PONr?Ig: AY. n_I 0N$0 45 00 P5I C ONC RETE B OAR D F ORMED C ON CRETE P ACE 6" N OMINAL GOES I" YAP H OLES o 55 O. O. ON NO RTH PAGE ONL Y PAVE R SI DE WALK, P ER CIVIL PLA NS 12150 Wa r,Poin11. .e. Svile 110 TOWN OF TRUCKEE WEST RIVER STREET STREETSCAPE I MPROVE MENTS C ONFORMED SET JANUARY 23, 2023 noeu �i. oi r L4 .3 DRAWN BY: pH DESIGNED BY: pH CHECKED BY: SW JOB NO .: N035 LU MINAIRE SCHEDULE TR 0 Type N otes Panel Ckt Rapt 1102 LI SINGLE HEAD DECORATIVE BELITTLE LUMINAIRE PAPA 1 2 LTG LI 504. HEAD DEC ORATIVE BELL STYLE LU MINAIRE PAP -A 3 0 LTG LI SIN GLE HEAD DECOR ATI VE BEI LITYIE LUMI NAIRE WA 3 0 LTOS L1 LN. HEAD DECORATIVE RE USING LUMINAIRE MRA 3 1 LTG LI SINGLE HEAD DECORATIVE BELITTLE LU MIN AIRE MP -A 5 6 LTG LI SINGLE HEA D DECORATIVE BELL STYLE LU MI NAIRE MP -A 5 6 LIRE LI SINGLE HEAD DECORATIVE RELLSTYLE LA MIN ATE PAPA 5 6 LTA LI SINGLE HEA D DECO RATI VE BELL STAR L UMINAIRE PA PA 5 6 LTII LL WALNEADDECOPA TIVE SELL STYLE LA MAI NIARE PAPA 3 0 LY12 LL DIAL HEAD DECORATIVE BELLYING LUMINAIRE MP -A 3 0 LTA LA DUAL HFADDECORATIVE BELL STYLEURNNIARE MA 3 LTA LL DMLHFA DOEGCMTIVEBELLSTYLEIWAINIARE AO -A 3 1 No- aNcagK mK Us Ca n it Pawl 4ATIIlNTNIas op me W IB N M 119 SDI 00)R PC MIA Li 4 at (A i 'P9c IRA io 1 101 *T AW IRA 1,2 a 1 101 (L 094C Iaa 14)SICDIoroNWR SPAIT WS 421R P PC MM I4N ECDN 9 CARRARA. la 0 1940 Iw to 1 TT (21 SPCC WA 30 5.51, 9 I2 Re (ll Y PVC IN LL 0 1 la 40 O PVA w -A 19 2 1 at (01944 ISA 30,1 116 Ell I" 94C IO-A 5,4,5 209 0 11940 W A MUM am (Arm 50 1 me 1 T0P40 ISO 56 W. 421 R940 WA 5,6 la 4A 194C Is -A RATA 1 1. 9 10) 094C LTA RAN at f11O 94C PRA 50 4 211 (ui" PVC Is -A 1 z1 as Tao PAPA g 1 215 I111" PVG ISA 5 119 21 TNT IPA DI IN ROW IPA R 1 no (2 j 09 140 PRA 121 Il1l"PVG Ira (213" PVC A4W r at 20 94C SWA9 4 at to 1-940 wp m IG (111 94C LOA 9 2 1 GENERAL NOTES 2. 3. 4. 5. B. 7. B. 9. 1D. 11. 12. 13. 14, ALL WORK SHALL BE IN ACCORDANCE WIN CURRENTLY ADOPTED 2 449 CAUFCRNIA ELECTRICAL CODE CALTHANS STANDARDS . AND LOC, CODES. DATA PREENTED ON THESE DRAWINGS ARE AS ACCURATE AS PLANNING CAN DETERMINE, BUT FIELD VERIFICATION CF ALL DIMENSIONS, LOCABONS , LEVELS, ETC 10 SUIT FlDD CONDITIONS IS REWIRED. RE NEW ALL CIVIL DETAILS AND ADJUST WORK TO MEET THE REQUIREME NTS OF MUTTONS SM.'S. DISCREPANCIES KNEEN DIFFERENT PLANS OR F£MEEN DRAWINGS AND SPECIFICATIONS , OR REGULATIONS AND CODES GOVERNING TIE INSTALLATIONS SHALL BE BR OUGHT TO THE ATTENTION OF THE ENGINEER IN PRIM. . ALL WURK SHALL BE COMPL ETED IN A NEAT AND WDRKMPNUKE MANNER AND IN ACCORDANCE NTH NECA STANDARD S ALL WORK STALL BE SUBJECT TO INSPE CTION A ND POSSIBLE VIER I. IF NOT IN ...NICE NM THE CONTRACT DOCUMENTS AND INSTALLED IN A NEAT A ND W OMA NLIKE MANI.. ANY REJECTED MK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE (INNER . PROVIDE RE PRO DUCIBLE RE CORD DRAWINGS OF ALL COMPLETED Will. MINIMUM SE PARATIONS FCR OTHER UT1UTES ARE AS FCLLOON UNLEON REWIRED BY THE LOCAL UOLIIES, POWER OR 011ER NRTON CONDUIT: S CONCRETE, 4" MASONRY, 12" NELL TAMPED EARTH. OPEN (CL, GAS, ETC .) B WHEN CROWING, 12" WHEN PARA LLEL. STORM DR NN: B" MEN CROSSING, 12" WHEN PARALLE L WATE R. SANITARY SERER: IB° WHEN CROSSING. 5' W HEN PA RALLEL . IT IS THE CONTRACTORS RESPONSI BUTY 10 CALL I -803-22]-2e. PRIO R TO UEGING. IT IS ALSO THE CO NTRACTORS RESPONSIBILITY TO LCOAIE ALL NO N -UTILITY UNDE RGRO UND ITEMS DAMAIE TO A NY ARMIES SHALL BE RE PAIRED IMME DATELY IN COMPLIANCE NTH THE DA MAGED UTILITY OWNE R AND INSPECTED PRIOR TO BAUHFILL THE CONTRACTOR SHALL COORDIN ATE WIN LCOAL UTILITIES PRIOR TO INSTALL ATION OF NEW DUCTBANK . THE CONTRACTOR SHALL REMOVE FROM THE SO SITE AL L DISCARD A ND ABAND ONED MATE RALS FROM DENCLIRON AND INSTALL ATION. THIS INCLUDES, BUT NOT LIMITED TO, CONDUIT, FASTENE RS - BOXES • k ETC . M ETC . ATE RALS EMRE DDED IN GRACE AND/OR CONCRETE MA Y BE ABANOOIIED IN PL ACE ALL ABANDONED MOUT SHALL 8E CAPPED. DO NOT SAUCE FEEDER CONDUCTORS UNLESS PROR APPROVAL H. BEEN OBTAINED IN MING FROM THE ENGINEE R THE MANTUA NUMBER OF CONDUIT BONDS SHALL NOT BE GRE ATER THAN 360 DEG REES BETWEEN PULLING SIRUCNF(270 DE CREES FOR SCE). THIS INOUJDES THE AGGREGATE OF ALL HORIZONTAL AND VERTICAL CHANGES. ALL CONDUIT , IIINEROUCT, PULIHOXES, AND VAULTS SHALL BE LABELED PER THE SPECIFICATIONS. ELFLTRIGL CONDUITS WONT SEPARATELY ON RAN SHEETS FOR CLARITY .B ECIRICAL CONDUITS CAN BE CLA MOR TRENCHED . PRO NCE MINI MU M 3° SEPAR ATION. HORIZONTALLY AND VERTICALLY. BETWEEN CONDUITS. 14015. 22 PANEL PAP -A LOCATION: JA IUWEST RIV ER ST TV D ESC RIPTIO N LOAD SKR CIR A B G IN NKR LOGO D ESCRIPTION 'TYPE WEST CROSSWALK VIA CI A1 250 20 100 $CEPTS ON POLE VIA C2 CROSSWALK/LO T VA CI IC I 1140 20 720 REOEPTB ON PO LE VIA C2 JAX LOTVW CI 20 5 500 20 LBO RECEPTB ONPOLE VIA C2 SITE GPO IC 1 2100 20 12G PRD AIIO N CONTR OLLER BITE GFO .. it A 9 2100 1 20 1240 DRCAT1ON CCN IROLLER SPACE 11 50 1 15 50 LICIITRG CONTRO L 2860 I 3200 COPPER BUS N g: 100 STAND ARD 110151: ND LTAN E: 110 M G: PEDESTA L -IG HINGQ DIRCIOR 51.10 1 LIRE 404. 53411 44 C2- RECEFTAC2E C ONTAC TOR WIRE: 2 OF IJOLE CRO ATS 12 BEE DETAIL ERK1 LUG S: MC II KVA : 8.1 BREA KER AIC RATING: 21K PAM ISM IA A 25.8 3.Z FEEDER OCVD 512E: 100 AVB: Ri b LIGHTING FIXTURE SCHEDULE UCHTNG FIXTURE CATALDG NUMBERS ARE SERIES TYPE ONLY, PRONOE IRMS, DRYERS MOUNTING EQUIPMENT, MID RTONG5 AS REQUIRED BY THE SPEURCATONS AND PROJECT CONDIIGNS FOR A COMPLETE INSTALLATION. THIS IS NOT A STANDALONE SCHEDULE AND FIXTURES MUST INCORPORATE ALL WORK INDICATED OR IMPLIED THROUGHOUT THE DPANNGS AND SPECIRCATONS . SUB ETTUTON OFFIN NONS ® OR EQUAL - EQUAL OR SUPERIOR TO SPECIFIED IN ALL RESPECTS WILL BE ALLOWED. ENGINEER'S PRE -BID APPROVAL IS NOT REWIRED . PROPOSED EQUAL FIX TURES ARE SUBJECT TO .HEW DUPING THE STANDARD SUBMITTAL PROCESS ®110 EQUAL = PRONOE SPECIFIED FIXTURE SUBSTTUTCNS ARE NOT ALLOYED. ®SUBJECT TO RE NEW = EQUAL CR SUPER., TO SPECIFIED IN ALL RESP ECTS MAY BE ALL OWED ONLY MTH ENGIN ER 'S A PPRCNPL . ALL SUBSTITUTIONS MUST GE SUBMITTED AS WOUL D BY SPECI RCATIOTIS AND ACCOMPANIED WIN PUNT BY POINT UCHINC GALCULATONS . DEIERMINATW OF EQUAL IS IS ENGINEERS S. DISCR ETION . TYPE SYMBOL DESCRIPTION AND MANUFACTURER [1:1 35 SINGLE HEAD DECORATIVE UGHT FIXTURE . MOUNTED ON 14-1/2 FONT POL E WITH DECORATIVE BASE DO., DECORATIVE ARM BRACKET AND GM! R N:O RACLE. SEE DETAIL C/ES LAMP: LED.3003K VOLTAGE: 120V MANUFACTURER: LUMEC TRIO 35 WCED3I-T-L6-B OX / CNIS / AMR -A -115 -G1 -11141X / BABSB SUBSTINIJONS: 0 O EQUAL ®SUBJECT 111 RENEW ONO EQUAL O TO DOUBLE HEAD DECORATE MT FIXTURE, MOUNTED ON 141/2 FDDT POL E NN DECORA TIVE BASE GO., DDURE DE CORATIVE A RT BRACKET AND GFU RECEPTACLE. SEE DETAIL C/E3. L AMP: LEO , ]COOK VOLTA GE: 1ROV SUBST canon OCR EDUALMANUFACTURER: ARCO 13510 351.71.13111( I' LES ()SUBJECT TOR NEW GNIS ONO EQJA 10.5-0Fl-ROM I BAB UB ELECTRICAL SYMBOLS ® BICMGAL RALROL TM AS NOTED. g METERED SE RN4 PEDE STAL SEE TYPICAL ONEUIE DIAGRAM , DETAIL C/EI UNCE TDRQUND CONDUIT , 2" PVC UNLESS ADULT ONE RWIY. LT01 )STREET LI GHT TAO. SEE LAMINATE SCHEDULE ON THIS SHEET FOR MORE INFORMA TION . 1101 I FEEDER TAO . 4E FEEDE R SCHEDULE CN THIS SHE ET FIN MORE INFCRMATON . NOIR THIS IS A MASTER SY MBOL LIST. IT MAY BE THAT NOT ALL SY MBOLS SHOW A RE U. 11114111 THIS SET OF PL ANS. DRAWING SCHEDULE SHEET DESCRIPTION EO 11DN0. GENE RAL NOTES. LAMIN ATE RXNR E FEEDER . DRAWN SCHED ULES • El LIGHTING PL AN .• E2 LIGH TING PL AN IP E3 DETAILS El TOTAL SHEETS IN ISSU E ELECTRICAL ABBREVIATIONE A AMPS PDA AMERICANS WITH DISS DUTES ACT AFC ABOVE FINISHED GRADE AHJ AUTHORITY HAYING .URSDICTCN NC AMP INTE RRUPTING CAPACITY AL ALUMINUM AWG AME RICAN WIRE GAUGE BC BARE COF FER BKR BREAKE R C CENDUIT/RAC EWAY CKT CIRCUIT CO OCNDUIT/RALEWAY ONLY CT CURRENT TRAN SORMER W COPPER DWG DRA WING (E) ENSTNG TO MAIN ELEC ELECTRICAL EM EME RGE NCY EMI ELECTRICAL METALLIC TUBING (F) FUTURE RA FULL L OA D AMPS FMC FUSIBLE METAL CONDUIT (STEEL) GFI GROUND FAULT INTE RRUPT GFR GROUND F AULT .AN OND GROUND HOA HARD-CEP-AL/TO S WITCH HP HORSEPOWER HSKP HOUSEKEEPING INC INTERMEDIATE METAL CO NDUIT J -BOX JUN CTION BOX la d (3DK - 100 kun0) KVA KILOVOLT AMPS KW KILOWATT LTG LIGHTING MCB M AN CIRCUIT BREMER ACM THOUSAND CIRCULAR MILS MFG MANUFACTURER NCO M AN LUGS ONLY NC NORMALLY CLOSED NEC NATIONAL ELECTRIC AL CODE TWA NATIONAL ELECTRICAL M ANUFACT URER'S AS SOCIATION NIC NOT IN CONTRACT NO NORMALLY OPE N NIS NOT TO SCALE P. PH/0 PHASE PAIL PANEL PP R PO WER (R} RELOCATED RAC RIGID ALUMINUM CONDUIT RFC RIND FIBERGLAS S CONDUIT RSC RIGID STEEL CONDUIT SE SE RVICE E NTRANCE SPOT SURGE PROTECTIO N DEVICE SIG STANDARD TES T CONMBONS SW S W11CH MAUD TRUCKEE DONIIER PAD TIP TYPICAL UL UNDERWRITERS LABORATORY LING UNLESS NOT. OTHEMME UNS W UNS'MTEHED VOLTS VA VOLT AMPS W ATTS NP RE AMER ARMY [K) EXISTING TO BE REMOVED REAM OR IF TRANSFORMER • TOWN OF TRUCKEE C ONFORMED SET JANUARY23, 2023 NO SC ALE EO DR AWN BY: DESIGNED BY: CHECKED BY: JOB NO.: BCD BCD KDP 19090 SHEET NOTES TYPE 3.5 PULROIL INSTALL IMTHIN 5 OF POLE FOUNOOSOI. PROMOE 1 °C W/ ZOO k jIOCN0 FROM imam INTO FOUNDATION. INSTALL FOUNDATION MINIMUM BO° FROM LE NTEN TD BACK OF SORB. TR5 5 PULLBOX N' TOWN OF TRUCKEE WEST RIVER STREET I- Cw w O • < a - • z w F Q = U 2 (q H — w w H- C ONFORMED SET JANUARY23, 2023 0 NO SO E El DRW NN BY: BCD DESIGNED BY: BCD CHECKED BY: KDP JOB NO.: 19090 SHEET NOTES O o TYPE 3.5 PU EBL O_ INSTALL RNTHIN 5 OF POLE FWNOATIOI. PRONOE RC W/ 5410 k jTOONO FROM puma INTO FOUNDATION. INSTALL F OUNDATION MINIMUM BO° FROM CENTER TO BACK OF CURB. TYPE 5 PULLBOX INSTALL 0TH RECE PT ACLE IN SEAT PALL . PR OVIDE LOCKABLE P FATHE R-PROOF 'IN -USE' COYER, GALE LIGHTING TLSIG-TICS REC ESSED COYE R OR APPROVED EQUAL . INSTALL CF O RECE PT ACLE IN PLATER. PROYIOE PEDESTAL MOM MEL LOCK ABLE WEA RIE R -PROOF "IN -U3" COYE R, DALE UGH RNG TWIG-NC S-PER OR AFPROI. EWA L • TOWN OF TRUCKEE C ONFORMED SET JANUARY23, 2023 0 NO 30 E E2 MA NN BY: BCD DESIGNED BY: BCD CHECKED BY: KDP JOB NO.: 19090 ue ets SPe C13a a5O ns: Cahrans 3IR(T)and NGGT 3IR(T) ttmp©k' (310, Rea ti,15"Ance TYPE 3. 5 PULL BO X CALE: ONE TYPICAL RECEPTACLE CKT e�o a a�eA 1sT SleelTe rpinle• 010 N AT." Ms) TY PE 5 PULL BO X SCA LE: NONE 1£W 911001 IN TAMPER RESISTANT HOUSING - FACE NORTH 011: 9.1110 3-P09NON H -O -A SELECTOR SCOTCH (NCMS) 0E NETER FEE T, ( 0'HIt1Ef LICKING CCNTN GTOR J GA G pRAGS PNO 1200 COIL 4 POLES TYPICAL UGHT CKT� �1r� —1—nn-TO UNITS ON UGHT POLES 3-/0911011 H -O -A SMEC NR LUII11NG CC NTSCTOR STITCH (FECEFTACIES) MA CONTACTS ND 120V COIL 4 111. RECPTS ON UGHT POLES L_ J LI GHTING CONTR OL DIAGRAM CALE: NONE TYPE L2 LIGHT POLE DETAILS S CAL E: NONE 2400, 10 , 1000 PPG MOUNTER METER PEDESTAL NEP A 3R ONELINE DIAGRAM SCALE: ONE 113/'' LUMINAIRE DIMENSIONS B FINISHED GRADE NAME BACKFILL IN 056 COMPACT B EDEW WARNING TOPE RIO LO CITNG 'MRE (REWIRE) FOR TELECOM CONDUITS) SA GO IN 9 5% COMPACT CONDUIT (SEE PLANS) TYP 12" TRENCH DETAIL SCALE: NONE Flush Bann Max FRtore 11 0Eht PG' -0 . OpL bn I *Non 2 1E 71 TOTAL EPA FOR SPR EES SHALL N OT EXCEED 6.0 S O. FT. EE SCHEWL vBorm (4) 05 24 MAIL FELE DIMENSION GROUND WG A.B.'a (BY POST !O NUF.) MAR THREADS AFTER INSTALUTGN 1 1/ 0 MIN. DRY PA C( SARI AND PATCH SC SMOOTH b. 63 vB ars al (41 NS (3) 13 BES AT 4' o.a ,y4 CU BOND TO FEBAR YF RT GAL RIMER PER SCHEDULE DESI GN CRITERIA: 20116 IBC 130 mph, 3-3 LGND GUST EXPOSURE C 4000 pal AIR ENTRAINED CONCRETE (NO SPECIAL INSPEC110N SINCE 2507 pM DESIGN STRESS USED) 14 0]PPER GROUND INK 13 BEE AT 1/2 d SPA CING L AYERS 115 FE LT RCUND RATE (COPPER) OR 10 NRNS DF H6 EASE COPPER PARE PAl1LARE POLE BASE - FLUSH SCALE: NO E TOWN OF TRUCKEE C ONFORMED SET JANUARY23, 2023 No so a E3 DRAWN BY: BCD DESIGNED BY: BCD CHECKED BY: KOP JOB NO.: 19090 _ -^ INSTA LL 3-0 I'PoULt T RISERS INSTA LL I-0 "CRPV RISER INSTALL A TT GROUNDING SYSTEM Know what's below. Call before you dig. EXIS TING UTILI TIES 1.1 6EHEI A. — — — EASING UNDERGR OUND ELECTRIC = U STINB WATE R SE RVI CE MISIINUn NMI tH(WUI ILt IHUN) —••••--- EAISTING OVERHEAD ELECTRIC EGET!. F mEROPTC EASING UNDERGROUND TEL EPHONE PRaPM II UTILITIES LE.6 NO -- EASING OVE RHE GT E_EF NO NE � ••�--- MISTING UNDERGROUND C AN EASING OVERHEAD CAN - ------ EASING O VERHE ADWIRE —•---- B USTING G AS — —...— mum x- 5P ty —.. �.,� stMENG XMAS /POLYETHYLENE) BUSTING STOTAA DRAIN smSRG x' STOR M ORAL N (cuuM COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHE MATIC) —.®. UNDERGROUND CONDUIT (SCHMMTI C) ATT CONDUIT/SCHEM ATI C) • RISERONJ-POLE NOT E eo BARRIERPOSTS TSEETDPUD ANDAT &T DEALS FOR TOP O WBR AND T. SEE INFR ASTRUCTURE CALLON'S FOR PULLBOXNA)LTIP AD TYP AND LOCATION. SETDPUO'WEST RIVER ST .T OWN OF TRUCKEE' DRAINNGS D ATED 0/15!2233 FOR POWER AND COMMUNICATION SYST EM GUN, ILMHAIIUN . 4. CO MRACTOR SRA, HAVE REPAIR MATERIALS ON SITE IN THE EVENT ANY SBNER LATERALS ARE M DAMAGED. C OMRTOR SHALL I INSTALL AMET3X5 VA )LT m 1V DAS PULLBOX U POLE RISERS TOP UD TO INSTALL NEW POLE AND 1 NECESSARYFORCLEARANCE FRLM 1-R" MON H (GNDER U, U NSUNG IP PULE. AND L UY OM 4 11Y 'TDPUD COMM INSTALL O"PRIRISER Lt 1-4'CATG T AN INSTALLR"TPUO CONMRISER I-0 'CANULAN 10' MIN HORIZONTA L 2 SEPAR ATIONBJEINeN v _tea �EqIm KM PIPELINE — _' r�5r - o FY DEPTHOF KINDER ~ --7. ----7. --U . M I CROSS IT. BELGN M ORGAN&MAMAS PIPBJNB & nI CROSS A MINMUM OF I4"BEL OW TOPUOTO RB AOV E B USTING POLE& SINGLE - Y — — — UTILITY PROVMDERS TO J 72. 12 HMA JOINTT RENCK O CROSS OVERHEAD" BEND M INMLM 12 INCHES BELOW® PP��JOIMTRENCH�'� _ KINUEH M UHL4W P IYEINE — 10'IMIN HORC OIJTLL- 3-0" TOPUU SEL PUUVcH. �AR ATIomsEIVUEBJ JOIMTRBJCHAND — — � 1U PUU Ur" R PTAN Tv' ±ar A 10 MIN. SEP ANATION kit 111111.1,1 MULLULU ES AND PM PIPELINE I NSIALL TDPUD304S SECONDARY PULLS OX TDPUD304S GOMM PULLBOX CANI]30 PULLED% .H 0,1 BETWE EJ— BEND LUNN GII I U .IS UU LII Ya[Mnl [ CONDUITS @ BASE OF MISTING POLE I NSTALL5TH JAWA OAPT OR IN MISTING SERV ILE E NTR ANCE ON BUILDING INSTALL Q 65CH BNLDINO: 1 .3X3' ATT PULLED% 1-1730 CAT VPULLBOX RE. DE A L FOR POWER SER VILE DEPENDABLETOW 10 ' MIN . SEP ARATION BE TWEEN-10W E TWEEN-PIPELINE TRENCH MUNN EMWIT MI NN (SEE SHEET MAN SURFACE M IMPROVEMENTS A NO NOT A RA FT OF THIS COM FACT /A U, HT OF t,1) / UTILITY REINDER HI:MU,. 01 TRENCH 322"TDPUD UD SEC I[ IVY U GUAM _T' AT&T (NIMNTANSEEPA SEPARATION I. HU M .H A) CROSS IEMU UAA N PIPEINEw112"MIN . SEPA RATION UTUREOFFSITEW ATE: vs fan (SI t S Ht tl .II) VERIFY DEPTH OF MISTING AGAS GO LHUS MUO WATER N PIPELINES OF 12 " BELOW JOIMTRENLH 4 IUYW PHIPW _f Y>f 3-4' TOPUO SEC POWET< R-T'TDPUO Ctl oMI P)J UINI ! HEN. I U 1-4TOPUD SEC POWER NS A TDPUD3048 LLMM PULIBOXLL ATT : PULLBOX (UNt4" IN ANU UNt4 UUU C{PV3048 PULNER BOX PAD TOP UDTHREE PHASETRNLM HY YU, PAD NSF OJI VE PAD WITH Y CON E U% ' (LONN�TTO TRANSFOR MER PAD WRH 4" CONDUIT) MISTING POLEAND HOIGAU MIENTTBEI PROVMDERtlY IY wl z J =N LLUMO S 6 AS 8QCIATES WEST RIVER STREET IMPROVEMENTS ✓ z_ 0 z 7 O ✓ Ui w a aZ 49 w w co OOLIFOFNI A I%i a C ONF ORMED SET a a U1.0 DRAWN BY: JT DESIGNED BY: BO J. NU.: NONZULW wlJ Call before you dig. CL50 W RIV ER u DFEE Hwury AT MILL SF AN D BRIDGE ST AS SUME UTILRY UNDER GROUNDING W ILL BE PERFORM ED FORT HE / W. RIVER ST. ST REEFS LOPE PR CUE,T ONLY. IF THE BRIGGS ST. INTERSECTION AND W. RM1ER PARK PROJECTS NTILRY UNDERGROUNDING GESICN SHALL Llt NEVIS!! tU. COALE 012 VAULT _ ROTC COO C0LRIPULL80X 1//// A Ti 3030 PULLBOX V AULT& P ULL BOLES MINIM UM! J EV FROM NATURA L G. 1, JON= UTTRENCH PHI CH AREH R-4' TOP UO PRI POWER ^� 1.4" TOPUD COMM . VERIFY =ALUM 15 PIPELINES AND CROSS AT A MINIMLM OF IY' , BELOW SURFACE IMPROVE MENTS SHOWN_ A RE BY OTHE RS AN D ROTA PART OF!HISLUNi NA LA (I WAN, N MILL STREET) eus-rwe POLE tl-I 0 wu IRE AOV,ED BY UFILRY P ROM OERS BUSTING POLE AND ELJRDMONEO BY MICR PROVIDERS SEINER & STORMDRAINAND CROSS w1 M INMLM OF IZ' SEPA RAIIUNe, AY NUISOSUOUx I 9"IUYW DPRO. tun s 1 FRO MAU R. OPMEM NI C NNUS IRN'BELOW UTILRY PROVIDERS TO REMOVE BL LII,NNEDJ AERUSL 'ITWRIV 2Z APN 019�13O 8� MA INTA )NZMIN. ARAF ION Y HPUM E XE LARA.IEH INSTALL TOPUD OII VA ULr TOPUD 1730 COMA PULLBOX UN IX, PSU PULLS. Il"TDPUD LOAM a�H ILWi� JPI JOl NT TRENCH 4 /3-4' TOP UO SEC POWER 1.2 "T DPW) COM T�� FH LES HA NSOMER H ' LR0OS =714a 3UW IURU KIND Bi MONURL UU BUSTING P OLE TO BE REMOVE] BY HUM UTILITY ( Y) JUI NI I HW LH 1.= TOP UD PRI POWER II Z.4'TDPUD PRI PLAN ER U 11--2-1DPU0 COMA ` 1-4" CAN \\\ TOP UDTO REMO VE OH ELE: AFTERLEtlHUYEH OW NERDEACTIV ATION OF JPIJO INT TRENCH .0 "T OPUO PRI POWER 4" TDP UO SEC PO WER 2-2 .. TOP UD COMM dq'"LAIV TALL END OF RUN tl INSTALL RISERS: 1-4"TDPUD PRI 1-RDPUD COMO 10167 WRIIERST APN 016-13151 L_ _ 10150WRI VERS W AR EHOUSE EL !STING POLE TO R ETAIN FOR INTERBUILOING 0150 W RIVER: WAR EHOUSE NSTALLRMINCTIOON I RIOLU3UHE DURANCE ON BUILDINGS 1-T.ITT TO EACH BUILDING VRA UM ALUJR ENI INS IAA TOPUD 3098 SECONDARY PULLBTDF M PU030ffi QCD RERLINE LL TALL E HSW SE (SUPPLIB) BY UFILR I)& SINGLEMET BR PLANER PEDESTAL SUP PUB] BYE' CONDOR FROM TOPUD PULLBOX . 4"CONDOR FRO M AMPLIFIER TO CN VPULLBCE 10175 W RIVER SF AP N019.130-53 INSTALL Z' ATER CONDUIT . UNUUI I I U UY HHGREW HOUSE INSTALL TRANSFORMER PAD NI THREE BOLL ARDS ATT 1730 PULLBOX (P12 01141 7 RSV CH 4-4' TOP UO PRI POUR ER 31 TOPUD SEC POURER (CROSS RUHUYWZ B� pNUERELINE) UTILITYPRLINAUDiS I�lil TO REMO VE' aOH • NST ALL TDPUL BOX SECONDARY ONDANY PULL u REMOVE =LISTING POLE AND EQUIPMENT UPRR NE INSTALL (EJ NNI IHENUH CANP MPLIFIBi BASE I BTOPUD PR I P DYER (3UYYLIEU Li( U A) V R-0 "TDPUD PRIPO WER pIN.O F2)IFRO M '3-0 "TDPUO SEC PO W4< �(RAIN.OFR) SIDEWAY . 44 "IA uu LUMM� EXSTING 1NATER) Gl N '� i. (PI JOINT TRENCH 1-0"TOP UO PRI POWER 441:112P U0 PRIPOWE1.R PRO DDERS TO RBMOV,E� Q I1-4 "TDPUD COMA STING POLEAND UTILITY =LISTING / EOUIP MDIT 10141 W RVER ST APR 014060 33 wl z J FOLLY BUIL DING 10187 W RIVER ST CARD IN ST 10145W RI VER<ST 'I� I I DI MN SAw u-:p E AP SIGMAS APN rnkao<v I=1 EXIS TING UTILI TIE S LEGE ND BUSTING UNDERGROUND ELECTRIC --- =LISTING WAFER SER VILE -•• •-. ..- EXISTIN G X' WRYER (DUC TILE IR ON) FIBER OPTIC PROPOS ED UTI LITIESL EGGED DI ETING OVERHEAD ELEC TRIC EXISTING UNDERGR OUND TELEPHONE EXISTING O VERHEAD TELEPHONE EL !STING TELEPHONE EXIST. UNDERO ROUN D CAW EX ISTING OVERHEAD CAN EX ISTING OVE RHEAD WIRE !DUSTING GAS Es NNG x' EARNS (ST EEL) DE (AUL 'IL IH NONE) EXISTING SANITA RYEEWEF EX ISYRKISTURIA DRA IN EX !STING X' STORM DRAM (O OP) COMMON TRENCH FOR UNDERGROUND UTIUTIES (S CHEW IL) -w ea ap. UII(SCHWA!IIG ATT CONDUR (SCH EM ATIC) HIS EH UNA ,UI E . • B ARRIER POSTS NOTE: I. SEER OP UDAND AT&T DETAILS FOR TOPUD PO WER AND TELEPHONE INFRASTRUCTURE Z. SEE INF RASTRU CTURE C LLO CRS FOR PULLBO VAULT RAD TIPS AND LOCATION . 3. SEE TOP UDi W EST RI VER ST . TOWN OF TRUCKE E' DRW MNGS DATED 0/15(2133 FOR POWER AND 4. CONTRACTOR SHALL H AL E REPAIR MATERI ALS ON SITE IN THE RENT ANY S BA ER LATERALS ARE DAVGS) . CONTRACTOR SHALL COORDINA T MTH TRUCKEE SANIT ARY DISTRICT . LUMO S 6 AS SOCIATES TELli SEXISI D WEST RIVER STREET IMPROVEMENTS OOLIFOFNI A I%i C ONF ORMED SET R R U2.0 DRAM BY: DESIGNED BY: JB BY J. NU RP BO BO RANTULW WI Z J 191 VVRIVE R ST `` I� L _ - ' - - - H Q F CENTER LINE OF UPRR RIGHT OF WAY INSTA LL a UYSB :ONOARY PULLBOX. 1-R" TOPUO COMA `SS BELumminu MORGAN PIPELINE TERMINATEINBI uu nuuii u ING�\\\ 1T001PULLBTM . TEIANNATE AT PULLBOX OUTSIDE. (Y)JUINI MEW: 18" TDPUD PRI 9 4" TDPUD PRI 13" TDPUD COMA 14 CA, I N 1-4"ATT TO CROSS 12. ABOVE MUNNURI cwt LEI:IJJIRIeIe i! ii.I.Ii411G' �I' u' Ii I;PLy' EP /IRCQTIIIII� Tam W. RIVER STR EET TOPUOGIR V AULT I T0PU00048 COMA IN PULLED YA NKyin u AH Nt GWMry N" FROM IX NUP EiJ 10FYYNW UW ,LT 4Y R INSTALL I-4" CAN CONDUIT IN/OUT OF BOX CA NT i3) PULLBOXPARKIN HING UM RU0 IN BALM LA G) DSO} INS IALL A T&TR405 PULLBOX J IN ARKING AREA (MIN. [PHNLM .UVA ltp 14 AST CONDUIT IW LUT OF BOX 1.1" CANTO CONNECT TG MST LNG BUILDING ILIIIVOUHNEHSI HEBLIN CONSTRUCTION APN019-090.31 RIVERS 019 NO 0 T0Pu0 tI LBIUM -4 TDPUD PRM ARY FROM 0IL 1 ',AULTT @I 2-T TOP UO COM M • � TRENLHTO CRER JOIM OSS (P)TUENCH MUNFN YY Y ILU NL� 1-2 - . ,. 1-a' CA N 0085 WRV£R BT AY NUI�a B uUU[RTS Ue 100 00W RIVERST FYN UMW.. INST ALL C 7 CONDUITS Sou i Ain EHLtYI uvw LiusI IN u VERIFY LOLATIONIhPATTINS ET OR !BUSTING AT&T F umiu REMAIN 49 i 12. ABOV E KINDER PIPEUNE LOC ATIO N NOT PL ACE IN LOC ATION Y H UI UHL L GUS SYIW L:) 100]5 W RI VBI BT APN 0WN.. PROPERTY LINE()� TVP LU T:UPUVEUo MISTIME UTILITIES LEG END — --- IXI5TING UNDERGROUND ELECTRIC — BUSTING GAS —mmmr UNULGUHUUNU UUNUNI(SUM:M AIN) - ------ E ASIIYUCv ERHEAO ELE CT RIC—.... —R..— ms TINu z'uas,ATER 11 A TT CONDUIT (SCHEMATIC) BUSTING X 'GA6(P OLYE THYLE NE) EAST1N3 U NO ERO ROU ND T ELEPHON E @ HIS tHun J•PULL BUSTING SPNITPHYSEWE R o BARRIER P CC'S mu u atNNt Fu tttYNun t _ y ES@nN0 SIXVM ow.IN NOTE --- -•-----•--- B USTING TELEPHONE `-°" Q�TINO z 'STUORM oRNIN (AMP) I. SETGPUGANGA T&T DETAILS FOR TOPUG POWE R AND TELEPHONE INFRASTRUCTURE. PRO POSED UTILITIES LE GEND COMMONTR WICH FOR UNDERGROUND UTILRIEB (SCHEMATIC) !BUSTING OIERHEAD CAN `. SEE INF w� uIHULIUHL LLUUIS HUN YULLULIM VP ULI/PM 1 .11,ANU LUL NIIU EOSTINGT WATER (DUCT ILE IRONSN. 3. SEE TOP UD'WEST RIV ER ST. TOWN OF TRUCKEE' DRAWINGS DA TED9&5R0ZL FOR 4. CONTRALTO R B HALL HAVE REPAIR MATERIALS ON SRE IN THE EVEN!' ANY SEWER LA TERALS ARE DAMAGED. CONTRACTOR SHALL COORDINATEWRH TRUCKEE SANRARY OH !RO MN U HLM AN (P) JOINT TRENCH LIPUU 1-2" TDPUD COMA 1-a ' C AN 44C AN W RIVER S' 0 04 24 BNBTING POLE AND EDUIP MEIR TO BE 7 Ul PROVIDERS 1 ',TN 019.000-23 ',TN 1.1 R NEi T LIN HP IN TRUCTU RAI IL _ Know what's below . Call before you dig . 4' LIJIWCIS B ASSO IVES TEL: ris .an Ell, C ONFORMED SET C ae� �Ivon U3.0 DR M° , RP DESIG NED 0, BO C HECKJilt. NU J9JG_ULU TO REA. W. RIVER STREET 1005 UNE . V. E. RIVER ST REET BUSTING POEN I I EAND U Lit REAP ED BY UTILITY PRO VIDERS N ERST 1 APN 018-09633 1[031 RNER BT IN MN 010-191.02 TIR W 10194 W RNE<S JA% 0 E PULLS E LTV 3098 PDXOX TOP UD 812 TD VAULT TOP UD 9198 COOhM NINMIM98"RADIUS SWEEPS EQIPM UETO BE RBMPVED NT NYwIUUWE 0015 W RIVE R NU 0 U9 IX. WMT 813 VAULT 0000 WRYERLFIB EEUS EX IS TING UT ILITIES LEGEND VERIFY LOW ION OF BUSTING WT CONDUITS AND PARALLEL NEW (Y) AII I HENUH 9, CONDUITS FROM W EST RIVER STREET TO BUSTING ATT VAULT WT VAULTTO EAST RIVER STREET Ill NOTE: URDERG ROUND TERMINATION LOCATIONS SHOR N I UNDER°ROUNDING WILL BE P ERT ORA®FORTHE W. RIV ER S T. STRE ETS C APE PROJECT ONLY. IF THE I FR BRIDGE ST . INTERSECTION MID W. EVER P ARK PR OJ ECTS MIUTY UNDER° ROUNDING DESIGN SHALL BE RE NS R ED. EAST IN 3 UN° EIRO CUND ELE CTR IC — --- BUSTING GAS — •• • — — — RUSTING OVERHEAD ELECTRIC ----- EaSTING E. O AS (STtE1y X 'GAS(FOLY ETHYIE NE) —•""--- EASE IN 3 UN° EROACUND TELEPH ON E Jam•_ BUSTING SPN ITPH YBEWE R IN 3 OVERH EAD TELEPHCNE — y IS I INU 5I UIM UH WN -- - --- = LISTING TELEPHONE'•"' E X@T IPXIX' STO RM DRA IN (C NF y — • w.--- 6 50 0100 UNDER GROUND C AN IXISTING X' WATER (DUCT ILEIRO Nj —„—„= EAST NK1 O VERH EAD CAry RE STING FIRER O PTIC —.. —. BUST LNG OVE RHEAD WIRE PRO POSES UT ILITIES LEG END LOAMIO N TR @IC H FOR UNDERGROUND UT !CRIES (S LHBAATIL) —..•. UNDERGROUND CDROM'(SCHEMATIC) ATT CGNBUIT(SCHB MW IC) CATVCO NBUIT(SCHB AATIC) ® FIBER ONJ-POLE o e BARRIER POSTS L. s .I UM UU ANU w NI Ut INNS F. I UY UU Y UUUtH NEU I EL IrHU lit IN F N NEI HULL UNt 3. BEE INFRA STRUCTURE C ALL °CRS FOR PULLBOXAMU LTR AD TIP E AN D LO CATION. CONFIGURATION. I. IUR N. R .IUUKLL UH AWINW UA I LU 11/16/1 202211/16/1 2022 E UH YUSS.AN U COMMUNICATION SYSTEM 9. NUNINN NIUN SHA LL FUN. INT INIX IT ILNLE UN Ell t 11..1.1 NN E 51311.1. I tw+Ls ARE GMMfi E3. CONTRACTOR SHALL LOO ROINWE R UH TRUCKEE SANITARY DISTRICT. EA SIEKN SIEKK AEN GINEEKIN G SHEE IS X1.1 -X1 .7 FOR CONTINUATION OF UNDE RGROUNDING ON E AST RIVER STREET BEGINNING AT STA13.05 -T Know what's below. Call before you dig . LUMO S 6 AS SOCIATES rgolIF2,1 0ZE ER NE TELT i5 .3215111 WEST RIVER STREET IMPROVEMENTS 0 z s z 7 0 ✓ uJ W a 0 az >- F- E- W W co co OOLIFOFNI A I%i C ONF ORMED SET R U4.0 DRAWN BI: RP DESIGNED BY: BO CHECKE1 BY BO to — =19.7221554,0 .11121:1110 .1r 11102/1, R UM TO 3111 5011101/50.51505 55mo55521. MIME ELECTRIC DEPA RTM ENT o.. U. ten RAO . uc I su s I sus PUD Communication Bo x - Concrete Troll. Rate d Installation Detail cam/ V olt . N. s Some I swvron UDOX. UB OX -53 PUD CO MMUN IC AT ION BOX o r. .... �5$ r000 3 Moto comm. o w. tro. . memo .. memee Mome L. A. MEE ELECTRIC DEPARTM ENT Joint Trench Co nstruction Details Pranery Elecmc Becan daryru rc & Co mm unkedon o onoullc uw«y Tor aloq 31 .2 1 UT -61 UT -51 JO IN T TR ENC H CON STRUCT ION D ETAILS 2 i, arm "'"Zi r TRUCKEE CONNER LRCM. DEPARTMENT Tl ans/gmer Pad Titres Passe Olin work Instsuon OMNI On somo DOW 2121,21 Voluso UTPSS SCALE N. T.S. ro i Joint Tren ch Co nstru ctio n Details PNnaty N Seca0ery Ele ctric s Com munication Cold its accmcomartrumG PAO .21521 Tn In tlim Se e U TS2 UT -52 JOINT TR ENCH CON STRUCT ION D ETA ILS SCALE N. T.S. kifiaq- TRUCKEE DONNER IFCTIRM DEP ARTMENT Primary Electric Vault Installation octet rabr n' JJC S NS I Sv15 d �eSRl Uv st UV - S1 PRIMARY EL ECTRIC VAU LT I NSTAL LATION SCALE: N.T .S. O O Sy Pe a P AD 1 ® Q NDTE 2 PADUOUNT BARRIER POST LAYOUT OPERMANENT EAST uo sr••r O REUOvAB_E POST MEM ELECT RIC DEPA RTME NT Barrier Post Layo ut Guide Po d Mou nted Equipm ent .1 I s us i sus 32 521 UBP -S1 BARRIER POS T LA YO UT GU ID E U BP-S1 omR .2� ° arT ..am. l a OFFSET MIA 113E/101 A5.1151.5 010 PLACE iliEVAYLIM 1. ROM SICIAMERME A NEM ELFICIRICDEP ARTNENT Primary Elect rc V ault Lay. D et afl Road way a nt Trend, Onset Co nsWCti on Vu J .M SW WSN 3+2,2, ve ene nrez I tat UV -Se UV -51 P RIM ARY ELE CTRIC V AULT LAY OUT SCAL E: N.T.S . 51115 1. 04 S50115. SETOOSTS 50 TH AT TM TOPS OF µL POSTS ARE LEVEL atm E AC H OTHER T IE SIMM S! P031, 0111 dr M OVE G RAC E 2 MIS TS 5.1 .1851201 51 5.12141 .11 2CO ATSOF N.cgrwal[ . Mtn.. 01551510 F OR Or EM. . Rrlx eMEL LOW MI T. CTxo Rrk ve r I nc,ui ennsn Y. 1.11 0 nv s STEEL PIPE WW1. PPM. some P uruRP T RUC KEE D ONNER EL ECT RIC DEPA RTME NT Barrier P ost C onstru cti on D etails 3,2,21 UBP -S2 UBP- 52 BAR RI ER POS T C ONS TRUC TI ON DE TAILS SCALE: N .T .S. LOWCIa7 6 AS SQCIATES 114121111 .51 .111/1191515.50111 TOWN OF TRUCKEE WEST RIVER STREET J Q W w W Z 0 0 a Z M O w ,n a C7 a� U L Z W W I- 7 COLIFOFNI A I%i C ONF ORMED SET U U UD1 .0 DRNNN BY: DESIGNED BY: CHECKJ. NUBBY: NISCR PhD 55MEADED END UP 000ZEO MO1 Gnat MOO (4E NME Q5/`"" H 1R MN a00 (NOTE 4) SEE TRENCI4 AND F00u =AM DRA OLEm1S4 .5,SW AAS P4rCASNN NO TES- 11M M WA N TIM R M. M ION. TP t P OLE 2. MEN BOTH PUOCONAL NICATIONS AND ELECTRICAL PIPANARY OA SECONDARY RISERS ME NI CUn 1ELg8 """.": SEC.OMMC CiM'rz]C RWIVS1te N Mbw IM04 151Ci A PPAOwt1 a. DRA IN BOX IMO PE IMMURED PORR PIER IMC IREL TED . TI E C55 11.7. SE E ST MIDARIN V xA AND POO,. Pww N MA I LUMPA PPE PURPOSES O NLY. OMsaw DETN LS Nm ELECTRIC DEPA MN ENT Riser Po le Con structio n Rimer . Se co nder . add PUO Cemmunlea0ons Caves APP1mN SM S 3/252 1 Ob pT SRO Pk. MR -S UR -S RISER POLE CON ST RUCT IO N PAD MOUNTED SWITCH PAD MODEL 14-U RN T.G, .EN EN PR E= R . _,..., _ __, 5. _ Ji lilR R PA D MOUNT ED SWIT CH PAD SCALE: N.T.S. T mN MOM I) of TRUCKER DONNER LECTRIC 0 PARTLIENT G en er al Cl eara nc e Requir ements P ad kl0u nlen Epui0melN 15.5 5 0 0000 UP -1 UP -1 GE NERAL CL EARANC E R EQU IR EMENTS SCALE N. T.S. 0a t& t. B011 Da 4/DRAAG IRATPIC RA100 w0N_s pu tZIA OTill 11,00.1.1 01 MOP (135( LON 2*.0x3.-0N x2'.6" AT&T SPLICE B OX TRAMP RAM (MOOT C OV IR AT&T DIN:100070130 3,4 Nm0 LC R OLE IN 00/COce s) ALi TalgL nrcnx o"e o>wclt"RO NPart n xm0 TRUCNEE OONNER LELIA DEPAMNE XT Padm ou nt Switch Pad -large SON Work In.l ae bn D eem 00000 Co Opurell00: 9B VFI, ',SUFI. and [ZBVFI 0"5 55 DIPS 3515 37321 R atialea WIND uswP-Bs USW P-5 2 PA DMOUNT SWITC H PAD -LARGE SCALE: N.T .S. 111370krif NO, ADASTAKI 00P0/10 No on. Po. A DEMON L OP. 2 I NCIE ENTAL 51-10 PEDESTRIA N 515355. RSX+ 011 RIMERS JRfl I1� , n1 <Ng. TnS 1 AT &T Z-0" x 3'-0" PULLB OX AT&T 3048 PULLB OX SCALE N. T.S. 183 LB. 367 LBS 3048 PULLB OX YODEL PS8008 re•N8 '-0'x E'-8 ' I .D. JEnsun A DOIOned 0015 .510 'Mon m RITiTWwi Z:Ze.1 O1 NL ELL Ewror., 1 Ewa1PPEEN0N EE0 5R A0 —I = PCP 5,140.5,14 AT LE AST" OPPTACIIMIll P755,ON0,iEG0ETP5W .010.10 ir EPP. v...45. 0.mUE L OWw nx Steel Ju ncti on Encl osure (JE) Pad See WWI, l nalallaliO n 001811 On non S. Jun000 n 15 " Wo nt WOES UJ3S-S STEEL J UNCTI ON ENCLO SUR E JE) PAD SCAL E: N.T.S . at&t LUMO S s AS SOCIATES 3' -0" x5' -0" x4'-0" A T&T SUB -SURFACE ENCL OSURE UE A TAT D N-1000 810Te Ra1005TO/oi COW INTO- e a/r (MT NN E 2' SNP 18 NOTE 1gp N5 I ) • PLE NA - AT&T 3'-0"x 5'- 0" PU LL BOX SCALE: N .T .S. TOWN OF TRUCKEE WEST RIVER STREET to J Q I — W UJ • D W • Z O 0 Z a � • O W 0_ C7 a� • w • Z W W I- • 7 COLIFOFNI A I%i S S C ONF ORMED SET UD2 .0 DRA NN° , RP DESIGNED BY: MG CHECKI II BY J. NU.: 00NGUW -zl- 612TD TRU CKEE DONNER PUBLI C U TILITY DISTRICT O' LTG. (NM AHAL DIMENSIONS) 1W fORE ELECTRICAL VAUL T 487911/,38 C OVER 413716.36 CO3ER N.rx Se061 C ASE na cNER JCCES E Ru EOLICTS e. DO, nnmaDu rrs , 6,6Z163113 WELL Sr \V/ CROLM O MRf E'A. Poiw aro Lwow-uP s.ETr. P esT, w E, AR IN . RR wENN cx Erc. E uWLEEC DES. PRO N OVO NiCaP PI N ME. PRECIS, PREC AST 3—.. 336a 612TD AT&T GROUND ING D ETA IL ED. SPECS OP TION AL P RISER 5 77TD SCALE N. T.S. 4 • 577TD TRUCREE DONNER PUBLIC UT LITV DOT . 4B• WOE X 78 ' LONG X 70' DEEP I D. ELECTRICAL VAULT WITH 4878AT•TRP C OVER y w000 REE O'graZisrs0 roue .WPR� as� axOi xi� ero Le is It wro sr OFEmxa 40781030 COVEN ;766'1:0 mr R 3rg J5175517 PO STITIO NING G RO UND BEDS AT SPLICE BOXES PM APR. Si! fi(pl8itlt9PID1YL tN YML85M18INWAL AS WIIPOISPR SUAIIKRACRAFERIS MAPS uwB T OR 3.43,30.061. 4.1111.41.6 1PA LU I ERIK D ER OUP IEVARIAM PA L WOK PARKS 101). SIDE MAILRA RIPA I. SCALE: N.T.B. Etll atclu bel ' E DI 7444.. IPTIRJ OB HT1730 TRAFFIC B OX C.o-+.: rmoor,03 pm ym9alAr RNRE E ARTH S PRODUCT DEPORIAREP am. PER MuEi CPI LED SOS 100 p71 5517. JENSENPRECAST.COM HT1 730 TRAF FIC BOX SCALE: N.T .S. 1=531:3111Pi *uM ®191317[0 ®tom ( 7611 LBS. PR OOLCE DESC RI PRON HT3048 T RAFFIC BOX .aswm a.: A RMOR PEN HT (GP mra&nanMmwKmb) EMMEN 306 LIO Set e. .Pda .ma. l.xa ..RN A Re3L .s .mi NmwaR a, Coes ro HT30 48 T RAFFIC BOX SCAL E: N.T.S . /BMW JENSENPRECAST .G ON UD 466TA4 INTERCEPT PULLB OX (NO MINAL INSIDE DIMENSI ONS) a-20TEREK1 rr33.0 es . 1roN INOx= BRE TIC).0 11R PP CON. .“ S PR ECA ST PRCOVCI.0.1RUCN COTEAU . BERND, W HS.. 31-2 0 713EFL L OW. . EL ELYELE FOR USE IN 10 POE DERV, mane_ COOPARIAPAAR REM •.10 ,65, ERE7cj ' 6w La x (NOxRIFEI[)G. 630 LOS 466TA-I IN TERC EPT PULLBOX SCALE: N.T.S. .1517551. LOWCI S AS SO CIATES C ONF ORMED SET N R ItIZV UD3 .0 DRA NK BY: RP DESIGNED BY: MG J. NU.: .32 UUI UTILITY SER VICE CO NNE CTION UTILITY SERVIC E C ONNECTION 10262 WEST RIVER S T. 10250 WEST R IVER ST . 5 PIE EXISTING. SE RISER PL Y.ETO FETENE NEW OIFD HC QXKLTICN YO T HE NEW UGYERSINATLO NE Nx os uE ZOO C<W WTO RS K ATR TANo NEWEEALLABLE SURFACE MOUME UG TERMINATION ENKLusuKE M OO WI R MC SW EEP RFMC MST. TE AMAL '\ •._ER IPSM®SEEQ iti9R PM AO TO TDPUD PULLS OX SCALE N. T.S. BUSTING CROSSING PIPEUNE ATTERR. NM URAL GAS. SEWER.KINOERM ORGAN) VILHO I NBA ULAIA L CU EMU!! BY GOING LOME CROSSING PIPELINE. NB A CONDUITS SHALL BE INSTALLS] BE -OW IOUSTING 4. IA FILL AB DV E BEDDING BEDDING SA ND BY LOCATION NO TES (C OM MO N) P- TDPUD LOW ERUP UU UMM UNB ALI IGNS TV SUDDENUNK CABLE GAS - lmUlaEHIU Pk KINDER M ORGAN PIPELINE G. NWURL GAS BEDDING SA NG PE RTOPUO 1\ I w 1 I1 l BASTING CROSSING PIPELINE OR CONDUTS BMA ER. NATURAL GAS. SB ILIE R KINDER MORGA N PIPELINE) 140"MI IT ST UT ILITY C OMMON TR ENC H SEPA RA TION REQUIR EMENT S SCALE: N.T.S. UTI LITY SERVICE CO NNE CTI ON 1 01 50 WEST RIVER ST. BLDG • 'A•" RISER AN0 CAP OFF. REROUTE SE CONDUCTORS TO THE NEW UG TE AINWIOM TO THE BUST METER MAN SCALE: N.T .S. •/W CrAtT INTERCEPT EXI T RISER AND RE-ROUTE EXISTING SE CONDUCTORS . IN I I HE NEW UG IEH M ENCLOSURE beN,_ SEALABLE WREWAY NEW SEALABLE 100 AMP 1PH UG TERM ENCLOSURE HMC K< HMC SWEEP P VC40 TDPUD SECONDARY FRO M PULLBOX U TILITY SE RVICE CONNEC TI ON 1 015 0 WEST RIV ER ST. BLD G "B" SCAL E: N.T.S . COVERS uoux iEoON PAO FINIS HED 1 SIDE VIEW j — COLOR PERNS L AND- iC xs� �- SCO PE PLA E oo DE g ® 1 mttT011 ¢OII RC UFR FN \ DOO NOT MOUNT ANY COHPONENTS WITHIN 5" OF BOTT OM l l • Tm uoRuOu eulO NU C vnox ( FE"? F RONT VIEW O0 OW gam • I��MT OOQ A„� lo ss BASE PLAN MET ER/MA IN /SERV IC E PED ESTAL LOWCI S 6 AS SOCIATES C ONF ORMED SET CALIFORNI A R U D4 .0 DRAWN BY: RP DESIGNED BY: MG CHECKS:I BY: J. NJ.: BOtl[UW LUM12S 6 A8 8QCIATES r TDPUD SECONDARY.. PULLBOX I (SCHEMATIC) BUSTING GRPCEMP) BIS(VERIFY DIAME ER) DUSTINGS. KINDER MORGAN PIPELNE PROPOSE04PT,Oug TDPUD CEMI CONDUITS SOIIEEPS (UN DIRECTION CHMGE(TYP) VENIF U 101, IN UF AL L BUST ING UFIUTIES MX UP LISEL115-15 PRI POWE R CONDUITS P L111.1.4.5 WPM — / ON NNW. PROPOSED813 TDPUD VAULT UT ILITY CRO SSING (STA 1+ 15A) VERIFY DEPTH OF ALL DUSTING UTILITIES PULL BOX (SCHEM ATIC) PROPOSED JOIM �TRENLH(TYP) 880 00 000 BUSTING GRADEM T) =LISTING T O8:8'B NATU RAL GAS -T.9 ATT . CAI V TO BUILDINGS FROM PULL BOXES KINDE< MORGAN PIPELINE DUSTING S'B W ATER S WEEPS FROM P ULL BOXES TO 2. 415 TDPUD SECONEY CONDUITS W FRO M P ULLBOX TO BUILDINGS 1-R"DTOPUD A CROSS STRE ET WNW!! FRLM TRAINSFO RLEPLOT TO PULLS., I .Z ' TDPUD CON LAIR VERIFY IUD UP ICI OF ALL PliUPUSEU NI TRENCH (T VP) LA, UEEP DUSTINGS. KINDER MOPIPEUNE� BUSTING ATT FHI(Y NUM EN OF CONDUITS) SCALE: N.T. S. UTILI TY CROSSI NG (S TA 5+79 A) SCALE: N .T.S . U TILIT Y CR OSSIN G (ST A 3 +83) CALE: N.T .S. PROP°SEJOI.' IHWIH (IYP) GRADE (MP) INNUEHM UNUAYI PIPELINE CONDUIT FROMJOIM TRENCH TO UU L OLL BOX VERI IIPN DE Ul TH OFyALL (r0 0 MI BUSTING BUSTING GRACIE (T W) PROP 05E03.4.MAUD SECONDMUNUUOUnM A TT CONDUIT (TO PULL BOX ADJACENT TO TRANSFORMER) 00 0 - _— TRENCH 0005EOJOINT (TYP) PROP OSE4. 4'B TDPUD 1.4. 10.147 L:L INUUIIS VE1111.&INU, ALL IXISTING UTILITIES `NESIr OTOR Y! PROPOSB] TOPUO3L5 TRANSF °FRIER PAD 'APIPB.INE TO PULLED% DUSTINGS. KINDERMORGAN PI PELI NE 111 IL Mk 14IiiP %X' I3" MIN R CP) B " ENDS EMI NU GRADE(TYP) L DUSTING UTIL RES DUSTING. KINDE<MOACAN NEW.-SIUMM nl TRENCH(TYP) PROP OSEDI -0"B WT Un TO DUSTING PULL BCD( ar WEST RIVER STREET (1) J Q i— W W 0 W• 0 Z Z M O w rn ce a a� • W (09 Z W = W co E CALIFORNI A I%i U TILITY CRO SSING (STA 4+ 78) SCALE N. T.S. UT ILITY C RO SSING (STA 5+ 87) CALE N. T.S. UTILITY CROS SING ( STA 8 +01) SCA LE: N.T.S. C ONF ORMED SET UD5 .0 DRAWN BY: RP DESIGNED BY: BO CHECKJ. NUBBY WISZULNI m us 09 9 GRADE(M) NE 16' STORNI u HAuN 88° W I 000 PROPOSED 4 -A IM TDP U0 SECONDARY CONDUIT #101.21 5 TN. COMA CONDUIT F RCM JOINT TRENCH AN OTR AISFORM ERTU13119115 PULLPUn PROPOSED JOINT I HENUH(I VP) VE RIFY DEP TH OF ALL BUSTING UTILITIES KIND ER MORGAN PIPELINE rimAiN IMAM B ENDS (TYP) VERIFY DEPTH OF ALL BUSTING UTILITIES mi s RA CE(M) N"MIN ,@@,5 MIN NG utt M :ISTIO.G AN PIPELINE D RAIN PRO PO S EDJOINT !HE M,(I RV 15 FR CM IANDER M ORGAN PIPEUNETO ATT VAULT PROPOSED 44 " CPT CONDUIT V AULT IA FINISH GRADE IXISMI u PPRA m um,PIPELINE 6 SACK SLUR RYTG BE POURED MORGAN PIPELINE. SLURRY TO &TEND T ON ETHER SIDE OF PIPE AT CROSSING LUMO S 6 A8 8QCIATES TAL:, run 9111 d 12" M IN OF BEDDING S AND— TGACT CSIP ADDING U ADDN BEN UE. uu IPA P EH O BRLOP ER HANDBOOK ALL CROSSINGS AT THE !Am u. nAuH PAN PiPELiNE MUST BEAR CLOSET° 90' AS POSSIBLE VERIFY DEPTH OF ALL BUSTING UTIL RIES CONDOR @CROSSINGS ROBE RED MARKING MIN .TAP E AS APART GFTHE ONE CALL S'M TEN. KINDER MORG AN S HALL FA CILITIES . ONCE 10NOERMO ROAN HAS BEEN NOTIFIED OF CONSTRUCT ION ACTI MTIES. A OUALIFI®KINDER MORGAN ACTMTIES WITHIN ID.FE ET OFT HE IANDERM ORGAN F ACILITY . UT ILITY CRO SSING (ST A 6+ 70) CAE : N.T. S. UTILI TY C ROSSI NG (ST A 9+17) TY PI CA L K -M LIN E CROSSING SCALE: N.T .S. IXISTING �GRA DE(TYP) PROPCS®JOINT TRENCH(TYP) DRA IN N um,bIU ttM EA !STING 615 KINDER M ORGAN PIPELINE 2.215 K um 1AUNUU 113 L MISTING UTILITIES PROP OSEDT OP UD PAD MOUNTED SW ITCH AND s u6A UM MILL I, LI% (PIv Hum !Amu. nAuH PELINE TO SNITCH PAO PROPOSE, 2. 6BTOFU ] PRIMAR Y LONOUITS— =PRIMARY CONDOR TO IXISTING UT ILITY CROSSING (STA 8+ 45) SCALE: N. T.S. -F)ipita we. as Ar Gtl0E8L1010T6B pY Nq Nva Ywnal SOFT (1�11.NSYASS) E A MOM MOMI MmelamerM mma aniMMimm ulI LLIN, Prof ,11012011,1 KALI MICAM MOEN i I M AYO N M. N. M11t COMMON TRENCH CONSTRUCTION NOTES: I. CONTRACTOR TO NOTIFYA NO FOLLOW AL KINDER MORGAN CONSTRUCTION REOUIR EMENTS WMENUWRKING IN VICINITY OF P EI ROLELM PIPELINE. 9. POTHOLE MISTINGIUTILITIES CS CROSSING LOCA TIONS FTO SATISFACTION OF UTILITY PROVIDER AN ['TOWN OF TRUCKEE P RIO. TO CONSTRUCTION MP ROVBAENTS . KINDE R MORGAN PIPE LIN E PROTECTION CALF N.T. S. C ONF ORMED SET UD6 .0 ORAAN BY: RP DESIGNED BY: BO CHECKI II BY BO J. NU.: 99139 .991 PRGPGSEGJOIMTRENLH S 1E�IR°ALIGNMENT CHAN GE 00 ..� L J u umm T ran sfo rmer Pad Co mposite Boa Pad . Single Phase Site Wo rk In sta llation D etail TRUCKEE DOW NER P ub, Nill:y DIstr, ELECTRIC DEPA RTMENT Drexn Dos lon OnaavY WI IM DIP - SIC U TP-SIC SING LE PHASE TRANSFOR MER SCALE N. T. S. MISTING Er YJ MISTING MI KINDER MORGAN PIPELINE -'— PRO .9" d & 19' C ANPGBEG3 ATT PROPO SEDI " TDPUD COMA ��PROPOSE L TDPUDPRMARY [ &RA''TDPUD PRIMPRY V.11, ULM IN B USTING U TILITIES PULLBT MES (s l;Xwwl ICJ MISTING UltilLI t (I YR) MISTING S" B KINDER NIUNUAI N PROP OH (I IT) !REICH (I IT) L MIS TING M ORES MISTING R"B SST NATURAL GPS USE 11.1 4. BENDS AS REQUIRED FOR VERTICAL ALIG NMENT AND CL EA RANCES PR OP OBED3.9..TDPUD SECOND ARY GOWN'S & 12-IUYUUL WIL:UNUU II CONNECT TO MISTING MINTY (V ERIFY OEPTH(s) R DIAMETER(s) COP I, TDPUDSECONMWYANI IY NNI CONNECTION I W UY UT ILITY CROSSING (S TA 2 +65 A) CALE N.T.S. U TILIT Y CROSSI NG (S TA 3 +70 A) CAL E N.T.S . MISTI GROD E(TNG YP) PROTOPPOS®18"TDPUD PRIM R-4"UO PRI CONDORS PRO P GS ED JOINT TNBOSHl� 11 �1 /4° PLIG N MEM LHfN GE L MISTING UTILITIES . ... . .. IXWaN... rxIBINIrvAiliRairM s� I PROPATtctTDPUD SB:& 9T' TDPUD CGaM CONDUITS PROPGSED]A'' A TT. I.Z' AST. U TILIT Y CROSS ING (S TA 4 +65A) LUM12S 6 AS SOCIATES C ONF ORMED SET R S U D7 .0 GROWN BY: RP DESIGNED BY: BO CHECKS:I BY: BO J. NU.: JW SLUNI 2-4IDPUD PRI S• IDPU ag� EW H;TORO 12" ABOVE 11 VERIFY LOCH COSTING ATT CO NUNS TO BE P. AND EAST OF 4" CONS FROM WEST RE10 TO EXIsn4c wag 2-2• CO ''UIIS FROM EOSF11� VAUI TO EAST RIVER Sb)` SFE W �I RIO ASSOCNIFS 3 STREET B/ INNING AT BRIDGE R T UI -010.11 FOR CONON OF UNOEmUN01NG ON WEST STIES PORK [ 0 BE e1 unurc 4QQ FN F1 1-Y 'F$OPU03 1; GN RERL:mTAIL FOR NIL Rf .JINECININS 010 0RI v 5 D SEC 1-2 ^ AN CAN >: INSTALL TOP 1)D SINGLE PR n MS100010R PAD W/ LIVE BOLLARDS TRANSFORMER TO BE TE0 MINIMUM OF 1 MORI20NT4451 1(1041 NM RPL 10 DLTNL FOR tt c°xuFnlDxs / Y CAN .RIIER 10 DETAIL FOR o, ' UT RIIT CONNECTIONS fP) J dNT 14141111 1-6 • NPUD PRI TOPUO PRI 1-2 •1 " TOPUO COM 241° on 1-4" T AN Sd• 111120 20 2-2 " An 2-1• CAN 8 TOMB 10320 TOROSEECC I-2. 1TT PROVIDERS 301 JOINT TRENCH 1-4" 103UD SEC -1 ATr -1" CAN REFER MLI TO DETAIL FOR M Nn LONX[LI gNS EAST RIVER S TRE ET UTI LITY P LAN STA "R" 11 +50 TO 1T+50 - i- J 5 ti IB +00 GLIB+03 EAST RIVER STREET UTILITY PLAN STA •R• n+ 30 10 1[w3 " 10P an CONTRA CTOR TO VERIFY LOCATION OF L• W pl 100010 morn 2-4• TOMO PRI 3-4" TOPUD SEC 2- Y TOPUD COMM CROSS 12 • BELOW XM PIPENHE III9 3046 SEC PULLBOX 62 4.14301f - CAN 21.2 PI LLBOX ENC[ . ENISNNO AND EQUIPMENT BE Edam BY IIUN PROVIDER MALL SPUD 5[C m um 243E CAN PILLBOX 401- 1-C 10120 SEC i W I'Lrc w • N dW RRR 10 0[T-IEL •R - MIRY CONNLTONS T� r1 pl .TINT TRENCH I if 17-4' 1-2"AC 1-S" ATV 1- I. GN OIIUREFEN DETAIL14001 FOR NOUN CONNECTIONS 1131 JOINT TRENCH 1-6 • TOPUD PRI 01 2M• TOPUO RR 1-2" TOPUO ROM 1-4" ATT I- " l" CAN 1-2" CAN I-4 • TDPUD SEC I0S GLL 10300 612 VAULT 018 10120 COIN RUMOR 3050 An PULLBOX 302 CAN PULLBOX 1-4• TCNO SEC US A 11000 r.., 101 20 I0A N iXl LNG RISE - 0 dW IMO PRI 11155 Et el -S " TOPUO COIL RISER. 0" TT R ISER- I-1� CAN RISER p) JOINT 100108 1-6 • TIM PRI 1-2" ',MUD CON 1-4 " An 1-4• CAN 20 0 20 40 SCALE IN FEET CONTOUR INTERVAL a 1' NORTH 1 Call fa Before 1 044 Dig 01-23-2023 L NsgeO . DDL 0 DE VNITLC a Ny. I C ONFOR MED 'DR lme SH LE.l 0 419 29 01 CONSTRUCTION DAT E. O0-2$-2023 X1.1 OF 7 lJ � o Z J P1\2019 Pro Jects \19.1.37 - Br idge St Int\ACA➢ 2016\Eas t Rive r Stre et \19.27 UTILITY PLAN_PROF LE.dwg 1/27/2023 11,20 AM 0 S ST A. 13+05 MA TCHLINE SEE LU MOS PLAN S ET IS REIMAGINE B RID GE ST REET 1RINIVVV�NNV :� 3 0 E ASTER N SIE RRA E NGINEE RING EAST RI VER UTILITY UND ERGROUNDI NG KSVISI UNS APPD T OWN OF T RUCKER 10182 TRUCKEE AIR PORT R OA D SOWN @,,F,, .o.,.TR UCKEE, CALIF ORNI A 96161 C ALIFOR NI A 1/27/2023 11,20 AM Int\ACA➢ 2016\Eas t River Stre et \19.27 SD ➢ETAILS.dwg P1\2019 Pro tects gBONNIE OW PR1SER5 SCALD NTS l 1/3 IN ENT W/ SE A MA MMA CU, IG 0 ORD :ONO EONOING-\ TOALOMPENSATE wTHE THE STEP IN NHu MIALLS b L IrilBOND NEW SEALABLE R9000B B -LINE UNDERGROUND TERMINATION ENCLOSURE 310 MCSO AP LOUU IXR CIS PLR\\ ]I SERVICE CONNECTION 10009 EAST RIVER STREET O NEW SEALABLE MOM B -LINE UNDERGROUND TER MINATION ENCLOSURE SIN PVS80 RISER W/ E%PANCOUPSIOII\ LING SERVICE CONNECTION 10017 EAST RIVER STREET 4" PVC IO TO PULL BO% REMOV E MUST ON RISER A ND S EAL HOLE . HEIM! E1,1511105 CONDUCTORS INTO THE UG iE R,AIN ATION ENCLOSURE O Jtak UPC 40 �TO PULL BOX SERVICE CONNECTION 10037 EAST RIVER STREET HALE MIS SCALD ALTS DTRST NIPPLE TO THE SNP IN THE WALT , SE BOND ANO sEXuNc RED . NEW SLAW,. ROO M. B-UNE UNDERGROUND TERMINATION ENCLOSURE RMC RISER W/ ANC WEEP, 9E BONDING REO SERVICE CONNECTION 10038 EAST RIVER STREET O 4" we 40 TO PULL BOX SERVICE CONNECTI ON 10930 EAST RIVER STREET REMOVE E%. OVERHEAD /-RISER NIP SEAL NOTE REROUTE D OMINO RISER CONDU2TOR5 'THE UG TERMINAT 6 CLOSURE O SCALE: Nrs S ALE: NM C ONFOR MED FOR CONSTRUCTION LOA T E• 01-23-2023 KSVISI UNS 01-23-2023 1 L N:tea . Le aven, 00 ]AC 1PEoaea By. DDT Dul 20149 02-20 E.1 No. X1.3 of 7 1/27/2023 11,20 AM Int\ACA➢ 2016\Eas t River Stre et \19.27 SD ➢ETAILS.dwg P1\2019 Pro tects 1; `.74"''' ENCLOSURE COUPLING 4" PVC 40 TO PULL B0% S.L.13T00110M 3E0710/1 0f EXt3TIN C RISER ABOVE SE EQUIP fj M.te a Ply 4 PVC 40 TO PULL 009 SERVICE CONNECTION 10049 EAST RIVER STREET SLAY: NTS Ie ave,QJu SE NU SEALING (REQUIRED // HIS e.PANsiuB COUPONGN COUPLINGN k. CO KIM' TNE R BUBLE EVIT BMHIN THE WELL U HFLRINLE HE DOLL te a N40 UIT C SEALING RBAUIRE E$ ' .]e a]/0 CU . leap 'f'e.u4tra Y Lu s E Bta i HULK UVIil SUPT CONTRACTOR OPTION SE BONGING& SEWING REQUIRE EL N �NO1B HULINE U ENCLOSURE CONTRACTOR" OPTION 4" PVC 40 TO PULL BOX SERVICE CONNECTION 3 10069 BRIDGE STREET SCALE: NTS 4" PVC 40 TO PULL 000 SERVICE CONNECTION 2 10061 BRIDGE STREET SC.: NTS PVCSO RISERNN COUPLING EREFIC 4" PVC 40 TO PULL BOX r 4" PVC 40 TO PULL BOX C ONFOR MED FDA CONSTRUCTION LOA T E• 01-23-2023 - KSVISI UNS 01-23-2023 1 coT LeaaanY . 00140 JNOAAAAAy. 00I 1 00[1 0 20249 S H12.1 N0. X1.4 of 7 1/27/2023 11'21 AM Int\ACA➢ 2016\Eas t River Stre et \19.27 SD ➢ETAILS.dwg P1\2019 Pro tects MEM PUDCom un Ic.donSo x- Concreta m IND S IUDS LMei 4ECTRIC CEPARTM ENT Alwa.a Car Amur, YAW TOPUD 31348 PULL BOX SCALE: MS ..mot os uoutuu tusuu sus t,stso oiL arremo ur Prom curio erroarc, 01.004. 60P,0"... II Car l /MIMI C EOM RN SIIIRIM▪ 11▪ 210•1.1 [MA IN ITIO •11‘1Z 11 141f 113 .1 MEM E LE CTR IC DEPAR TMEN T Jo in Traneh C onstru ctio n DaWla Rh.), ERclnc Secondary Elara lc C pm A DP,+ aCa NUN RNA .' T..11 Oman SAM So o 3/75.121 IlhsW er UT81 JOINT TRENCH SCALE: NIS et+ vorreaurt axenm = u. ... .e' ..d '... muxxew.uw.u> frcro Uen,® wxon OmrM47 ` o� . IMMO Transf orm er Pad Comp osite B ox P ad -Sii ga Pima Orm ASIR SFr s eam TRANSFORMER PAD SCALE: NTS Parr yam' --I UIP 81C L- 0. �- J Do t; c lm= m mns Joint Trench Constuction Dahlia unnan,&s can s. Eats. atwn mlaJwM Co nd uits 17,7" ,1 aN l TmM e l JOINT TRENCH SCALE: MS sru ELECTRIC DEP ART ME NT Primary B osti c Vault .1.11 81. OMNI Lt s mow aMN e I DV.,. PRIMARY ELECTRIC VAULT SCAM NTS U 0 PA, PAO NOUNT BARRIER POST LA YOUT OPERMANENT POST ND uNF 0 REM JYAx[ r r E MADLNDANZLE 2 Sarre.; urn Pr rPoraerrrkere O E LEC TR IC D ER AWIMEN T Barrier Post Lay out G uido Pad Meumea Eq.., Ou .1r LC Lc I EM S APArus Wimp. I UBP-S1 BARRIER POST LAYOUT SCALE MS •• ...... ... .. ... ,,11,1 "...,-- n— m awre .� . �... i .. Primary Ela cei c Va ult L ayout D aWl Road, and Yrs. cAN D Eare W ctlan TMICI(EE DONNE! ELECTRIC DEP NT Lc "n yP .ua a -m Tl vuGu~aeo, s� uVBx PRIMARY ELECTRIC VAULT Narn ,M(0.111gTEa AU POSTS ARE IREL' AtMr tROTIER lial BE ir1ZE4LTI NJCZTMIL TrI CLINS YELLOW War COL OR VAYSE xe s -L_ O,ursCIrtrtEo s 3TE 4t sEtoaw ata ecfiratne NmRE IxarawTwUx arY. ' Pvc axvrc arw ea MEM EL ECTRIC C®ARI MP ET oDou Bawler P est Co nstru ction Det alia Oran A pra. 9/6131 C ONFOR MED FOR CONSTRUCTION LOAT E• 01-23-2023 - KSVISI UNS FQ y W 01-23-2023 DDJ Lnss uY . DS JsC 1PFoaea.Y. DOS 1 00[1 0 20149 S HE .C.I No. X1.5 of 7 1/27/2023 11'21 AM Int\ACA➢ 2016\Eas t River Stre et \19.27 SD ➢ETAILS.dwg P1\2019 Pro tects eaSSO LOO N MOM 1 TOOSTRIC T Ma MOTE RE M MOM PI 11. VOLE 'S 774 71":0 = AROVOSI E LEC TRIC DE PO MISENT Or son Ris er Pole ConsU MGMon Primary. SemnN ry. erd PI10 COM T1111 .101fieCOOLIS V.eemr w. qn 9116 A mmo vdy. UR2 RISER POLE KLNE: NTS lmeuerelwv a MEE EL ECTRIC OEPMTMEM Gen eral Cle ara nce Requlroment. P 11.1c onma Equipme nt neap Arw ne WAS Da m rMV oo CLEARANCE REQUIREMENTS KALE: NIS •it Al &I SUB -SURFA CE ENCLOSURE moo WO 611111 RUCK ES 00 ”ER PUBLIC STILO DO ROI . rm. mea e wn1mc Linty 3050 AT&T ENCLOSURE SO LE MIS TO, WO O I UPI 40 1 T3048 TRAFFIC 600 HT3048 CAN 0R TDPUD TRAFFIC BOX SCAM NTS HT1730 TRAFFIC BOX 2438 PULLBO X MOM PS •010 IMO LOWS.. HT1730 TRAFFIC 600 SCAM NTS JESISBIPHOSIFC CO .1 •11 IRS !EMI LOY MIXT 2 .14 I BS 1' iw�ry� SiO NIO OD M OM .111 81AILE COMM ICOR NOM. NM N OHOW 11011 0,1 LOSS I NOSE NTO al -SO S NOW • IV IIS OO Z OO WS SOT LOS 56 7 LS. 31 MIN AC KOCH F]I EM THICKNESS 3048 PULLB OX mo on P oon a. 1 r I I-1 I I-1 I I-1 I IXIITING KURGRAGE 1 14G� �11A AGGREGATE BASE r mu cuss 2 AGNREGAN B ASE COMPACTED 10 DA COMPAGIION 1. SUIT AND UNSUITA BLE SURGRAUE MATERIAL SHALL BE OVER IXCAVATED & BA GK BIIID PTH EGUIVAI£NT DEPTH OF AGGREGATE RASE OR STRUCTURAL FILL FULL DEPTH PATCH SCA. NTS C ONFOR MED FOR CONSTRUCTION LOAT E• 01-23-2023 - KSVISI UNS 01-23-2023 COJ LaawrU1 . 001SC oPir ooasy. 001 / OS NO 20149 S H001 No. X1.6 of 7 1/27/2023 11'21 AM Int\ACA➢ 2016\Eas t River Stre et \19.27 SD ➢ETAILS.dwg P1\2019 Pro tects 5814' 5810' 5806' "-PROPOSED JOINT TRENCH �(P) I-2" CAN Ey FROM .PINT TRENCH lb POLE R) 2" W U+10 OAS (E) 0' WATER 5802' 1 00 000 (0) 0" MA PIPE ON SLEEVE) MIN 1N NOTE 1. CONTRACTO R IC %D RIFT 41. DEPTHS PRIOR TO CONsmucnoN KM PIPE—UTIL. CROSSING STA. 13+00 5808' 5804' (E) r W ANK 5800' SCOLD NTS ([} BUILDING j 10038 GST RIV[R 5i.� 05 JOINT TRENCH / 1-0" TOMO PRI 2-C TOPIN PRI / 1-2' TOM MM 2-4' ATT 1P) JCNT TRENCH (FJOINT 1-4, 1UPUD SEC IDPUD SEC A R2' , 1-1 ATF 1-2" ATT I-4' GN AMEN EG 1-(1' CAT, (P) . ATTOITULL — (TOM. CAT,) NIX J (E) #' W ATER SEIKO a AnII N 1r (E) 01R VAULT AD JACENT .1143 2, I. CONTRACTOR TO VEN N ALL OEPMS PRIOR 10 CONSTRUCTION KM PIPE—UTIL. CROSSING STA. 14+ 84 SCALE: I" =10' N USE 11.25 000. +00/00 22.5 O[0 DIIINCS AS RWO. FO R 1WNC[ IN V[R11GAL ALIGNMENT 5814' 5810' (E) R" WNPAL� CAR 5806' (0) 11 " WATER 5802' (P) JOINT TRENCH COND NIRAOON 410 C a1GUD pUANIMES V1RY 5812' 5808' 5804' 5800' ' USE 11.25 DEG . AND/0R 25 .5 GEC WINOS AS RECD. FOR CHANCE IN VERTICAL ALIGNMENT (E) OUIIDINC- 10030 FAS T RIVER Si. irAPPROL EC (P) JOINT TREN CH TOPUD SE C 1-2' Art 1-1' CAN (E) G' CANIIARY 3 W[R I. CONTRACTOR TD ASRIIY ALL WINS PRI OR 10 commu ONN KM PIPE—UTIL. CROSSING STA. 14 +18 scALL: 1 =10' H (R) JOINT TREND., 1-0 ' TONER PRI R-4' TOPL10 PRI 2- C TOPUR SEC TONG OM +11 2-4' 1-2 ' +TT 1-4' CAN APPROX. EC 1-2' CAN 0) ROUAROZ (E) 5' SANITA RY (ERER (C) 0' EN PIPE 1' MIN 15' MIN . 01,1 PIPE TO TRANSFORMER PAD (P) JOINT TRENCH 2-4 " IOPUD RN S-4' TOPUO SEC 2-2' TOMO COM (OUTSIDE TRANSFORMER PAO) I. CONTRACTOR TD VERIFY ALL DEPTHS PRIOR 10 CONSTRUCTION 4 KM PIPE-UTIL. CROSSING STA . 15 +75 81.6 1CAy "-- H 1 '4' V 100110 SIN0LE FNASE TRANSFORMER PM W/DOUARNS C ONFOR MED FOR CONST RUCTION LOA T E• 01-23-2523 KSVISI UNS r~ E. to {T4 01-23-2023 1 VPS.re0 . TID1 L0 )+'Y . 00180 APENTION7. 001 ) 00 NO 20149 S H02.1 N+. X1.7 of 7