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912y_wt1 SEWEN 1. com"McwN SHOLL FORM AND ^61ALL ALL WMJTAES IN ACCORDANCE IM LEE LAKE NATER DISTRICT ND) MATER SYSTEM FACAL/7Y REOUAIREiIAENTx, STANKaARO S1PECM4710AIS AND WW LLIMD STAARCARD SPECdf7CATIOIVS AAIB STA%0MO CRAMM ARE AWYLABRLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL E IMV PONSSES90N Of p67TRICT'S SPEC1*1CA7ONS AND STANDARD D^4WM4GS ON THE JOB SITE AT ALL IMCS. 2. ALL PERAM RE'WMED AW LAW Sh ALL BE ACQUIRED BY THE APPLICANT OR TIER CEM0100M, AND ARE AfW PART OF THE SPWM4710NS 3. TW DMiAMMS AND 04M AVIEONN ARE HEREBY AIDE PART OF THE.SPEC+IIfN ATIiONS. 4, IREWSMI 6- I RL ACT E ANX 70 THESE PLANTS IMTHOUJT TME APPROVAL OF LLWD. S APPROIML E MSE RAMS BY LLM"D DOES NOT CONIS77TUTE A REPRfSENTATM OF TIE ACCL414CY OF TIME LOCAT10N OR EXISTENCE OR NON-EXISTENCE OF ANY AME OR STRUCTURE WTTmw THE LAAMTS OF WOW 6. CON704CTOR SM44LL NO7PY 11W LLWD ONE WEEK PRIOR TO STARTING 7 7ME LLW AMSP'ECTOR SHALL BE FL4 WSHED WITH THREE SETS OF PROJECT DR4WMMGS. L1. THE CONIMCTr1MR 944LL CONFORM TO CURRENT CLL OSHA SAFETY REO(Il REAEWM 9. AAE CONTA rIOR SHALL SLANT 710 THE LLWD A SOILS REPORT BY A 04ALAFJED GWrADOWAL E)MCafiMEER WOCN CERTIFIES TMT ALL TRENCH BACKFILL NAS AS DIRECTED BY THE SOULS ENGINEER AV ACCORDANCE WTH PIROZCT SPECIFICAMNS ANO UM SPECIFICATIONIS. 10. EACH Lor - SMNLL E SlE1RORED M TN A FOUR (4) -AVCH SEWER LUA MI AL SET AT A MINMU M fiIA M 0.2E WTH A MMMIIUM INVERT DEPTH OF 5.0 FEET LELOW TW BOTTOM OF INE CUTIN AT THE PROPERTY LIK, UNLESS 07HERWRSE APPROVED BY THE, LLND. 11. ALL LAIEMLS SHILL E LOC47ED AS SHOWN ON 7HE DRAWNGS, ADJUSTED UMMDER LLMO NIL'BWECWN lO MW >OROOEINYS AND OTHER NNAPROVEMENTS. LATERALS 944U E 4- ANWINNUNI 00MMR UIIAAW On*- RNISE M07ED ON TME DMOWMGS. ALL LATEAILS SHILL MAW A CLEAN OUT AV ACCORDANCE WTH STANDARD DAM MG NO. S-9. LAIVIAL.S SHALL E MASTALLED AM ACCORDANCE WITH LLPO STANOW DR40M MDS. S-4, S-3, S -B. AND S-7. 12. JOB-MXAMG OF CONCRETE IS NOT PERANT TED. 13. ALL�JE7E TESINM6 REQUIRED BY THE LLWO WILL BE AT THE DMENSE OF THE M. 14. 7HE CANRIMM S44LL SECURE APPROVAL FROM THE LLM'D AVSPECTOR PRIOR TO VIER ANY SEINER PPE OR WYE. 15. ALL SEVER LATEMLS AND AMNVCS SHALL BE TESTED BY "AAP TEST AIE7Hg0' AFTER COA57RWIION AS SPEI".T W BY THE LLWD SPECIFICATIONS I& ALL ACCESS AWES (AW HOLES) SMALL BE TESTED BY 'YACUIJVM TESTS- AS SPECIFIED All TIME LLND STAN MMMB SPECIFICATIONS 17. G10NFAACTOR 9d4LL PRO%4X OWTIEN NOTIFICATION REOL ESTM A SY57EN SHUTDCINIM FOR CON ECTIGNLS TO EXISTM SYSTEM. SAID N070C4TION SMALL E AMDf A W M1 N OF TMIEF SMS PRIOR 70 SAID SHUTDO*W TO THE LLWD DISTRICT ENGffifff R. EAI. CONINOCTOR SHALL DESAF:IIMIE A QUAL/PIED SUPElM7ENDENT WTH FULL AUTHORITY TEL -AID!' ON A VIALF OF TIE CON7MM4CTOR. SAAR SUP'ERNV7ENDENT SN4U E ON JOB SITE AT TEL INAM It CONFRAGM SM LL PEWVAW ALL WORK UNDER RIVERSIDE COUNTY AICWD DEAARTAIENT JUIRISDIC7M AV AC 4NCE MH ALL REQIAiIREMENTS OF SAID DEPAR 1WENT AVCLUD10M6' M4ff7C 0101 10L. PAMEAIIENT REMOVAL, TEAIMAORARY PAVEMENT (AMCLUDING BASE' MMUM) AND IERMPOR4RY AND PER044AENT TRAFFIC STiP#"W 20. ALL AMYERS si, F07M ANO INSPECTION OF THE SEINER StIALL BE AV COhlr'DftF7`Y WIN JW RM " 10111EXIllOF LLWD AND RNERSADIE COUNTY STAND4RDS. FAELM IV DEET ANY NED(MMIENM OF THE ABOVE REFERENCED AGENCIES WALL E CAUSE FOR RE.ECTIONL 21. SENEIR SHILL E 0- VW- (SOR 35) IN ACCORDANCE WITH LLWD SPECMATIONS- AMD SIA DMI 22. M040 S '?MILL E C067RUCTED IN ACCORDNMCE WITH LLWD STANOW DRAW MC' NO. 21 MOM MOM AND WO(FALL SMALL BE IN ACCORDANCE MATH LLWD STAMOMD DINNING AND 3-1 AND S-2. SEWER - a QTY UNIT LEGEND DESCRIPTION STD. DWG IAW.17 Lf 1 SEWEN 1. com"McwN SHOLL FORM AND ^61ALL ALL WMJTAES IN ACCORDANCE IM LEE LAKE NATER DISTRICT ND) MATER SYSTEM FACAL/7Y REOUAIREiIAENTx, STANKaARO S1PECM4710AIS AND WW LLIMD STAARCARD SPECdf7CATIOIVS AAIB STA%0MO CRAMM ARE AWYLABRLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL E IMV PONSSES90N Of p67TRICT'S SPEC1*1CA7ONS AND STANDARD D^4WM4GS ON THE JOB SITE AT ALL IMCS. 2. ALL PERAM RE'WMED AW LAW Sh ALL BE ACQUIRED BY THE APPLICANT OR TIER CEM0100M, AND ARE AfW PART OF THE SPWM4710NS 3. TW DMiAMMS AND 04M AVIEONN ARE HEREBY AIDE PART OF THE.SPEC+IIfN ATIiONS. 4, IREWSMI 6- I RL ACT E ANX 70 THESE PLANTS IMTHOUJT TME APPROVAL OF LLWD. S APPROIML E MSE RAMS BY LLM"D DOES NOT CONIS77TUTE A REPRfSENTATM OF TIE ACCL414CY OF TIME LOCAT10N OR EXISTENCE OR NON-EXISTENCE OF ANY AME OR STRUCTURE WTTmw THE LAAMTS OF WOW 6. CON704CTOR SM44LL NO7PY 11W LLWD ONE WEEK PRIOR TO STARTING 7 7ME LLW AMSP'ECTOR SHALL BE FL4 WSHED WITH THREE SETS OF PROJECT DR4WMMGS. L1. THE CONIMCTr1MR 944LL CONFORM TO CURRENT CLL OSHA SAFETY REO(Il REAEWM 9. AAE CONTA rIOR SHALL SLANT 710 THE LLWD A SOILS REPORT BY A 04ALAFJED GWrADOWAL E)MCafiMEER WOCN CERTIFIES TMT ALL TRENCH BACKFILL NAS AS DIRECTED BY THE SOULS ENGINEER AV ACCORDANCE WTH PIROZCT SPECIFICAMNS ANO UM SPECIFICATIONIS. 10. EACH Lor - SMNLL E SlE1RORED M TN A FOUR (4) -AVCH SEWER LUA MI AL SET AT A MINMU M fiIA M 0.2E WTH A MMMIIUM INVERT DEPTH OF 5.0 FEET LELOW TW BOTTOM OF INE CUTIN AT THE PROPERTY LIK, UNLESS 07HERWRSE APPROVED BY THE, LLND. 11. ALL LAIEMLS SHILL E LOC47ED AS SHOWN ON 7HE DRAWNGS, ADJUSTED UMMDER LLMO NIL'BWECWN lO MW >OROOEINYS AND OTHER NNAPROVEMENTS. LATERALS 944U E 4- ANWINNUNI 00MMR UIIAAW On*- RNISE M07ED ON TME DMOWMGS. ALL LATEAILS SHILL MAW A CLEAN OUT AV ACCORDANCE WTH STANDARD DAM MG NO. S-9. LAIVIAL.S SHALL E MASTALLED AM ACCORDANCE WITH LLPO STANOW DR40M MDS. S-4, S-3, S -B. AND S-7. 12. JOB-MXAMG OF CONCRETE IS NOT PERANT TED. 13. ALL�JE7E TESINM6 REQUIRED BY THE LLWO WILL BE AT THE DMENSE OF THE M. 14. 7HE CANRIMM S44LL SECURE APPROVAL FROM THE LLM'D AVSPECTOR PRIOR TO VIER ANY SEINER PPE OR WYE. 15. ALL SEVER LATEMLS AND AMNVCS SHALL BE TESTED BY "AAP TEST AIE7Hg0' AFTER COA57RWIION AS SPEI".T W BY THE LLWD SPECIFICATIONS I& ALL ACCESS AWES (AW HOLES) SMALL BE TESTED BY 'YACUIJVM TESTS- AS SPECIFIED All TIME LLND STAN MMMB SPECIFICATIONS 17. G10NFAACTOR 9d4LL PRO%4X OWTIEN NOTIFICATION REOL ESTM A SY57EN SHUTDCINIM FOR CON ECTIGNLS TO EXISTM SYSTEM. SAID N070C4TION SMALL E AMDf A W M1 N OF TMIEF SMS PRIOR 70 SAID SHUTDO*W TO THE LLWD DISTRICT ENGffifff R. EAI. CONINOCTOR SHALL DESAF:IIMIE A QUAL/PIED SUPElM7ENDENT WTH FULL AUTHORITY TEL -AID!' ON A VIALF OF TIE CON7MM4CTOR. SAAR SUP'ERNV7ENDENT SN4U E ON JOB SITE AT TEL INAM It CONFRAGM SM LL PEWVAW ALL WORK UNDER RIVERSIDE COUNTY AICWD DEAARTAIENT JUIRISDIC7M AV AC 4NCE MH ALL REQIAiIREMENTS OF SAID DEPAR 1WENT AVCLUD10M6' M4ff7C 0101 10L. PAMEAIIENT REMOVAL, TEAIMAORARY PAVEMENT (AMCLUDING BASE' MMUM) AND IERMPOR4RY AND PER044AENT TRAFFIC STiP#"W 20. ALL AMYERS si, F07M ANO INSPECTION OF THE SEINER StIALL BE AV COhlr'DftF7`Y WIN JW RM " 10111EXIllOF LLWD AND RNERSADIE COUNTY STAND4RDS. FAELM IV DEET ANY NED(MMIENM OF THE ABOVE REFERENCED AGENCIES WALL E CAUSE FOR RE.ECTIONL 21. SENEIR SHILL E 0- VW- (SOR 35) IN ACCORDANCE WITH LLWD SPECMATIONS- AMD SIA DMI 22. M040 S '?MILL E C067RUCTED IN ACCORDNMCE WITH LLWD STANOW DRAW MC' NO. 21 MOM MOM AND WO(FALL SMALL BE IN ACCORDANCE MATH LLWD STAMOMD DINNING AND 3-1 AND S-2. SEWER LEGEND AND ESTIMATE OF QUANTITIES QTY UNIT LEGEND DESCRIPTION STD. DWG IAW.17 Lf NMTALL S" P.V.C. CL 1w C-1100 LLW-22 :M@fsL-]3v2 LF 1 NWALL 9- PVC (SDR35) MM CLNQ 3-1 14 RFI► 3 EA LLW-30 COMMT KICT 48" DIA. ►RECAST S-12 s-14 1 (f x OT, F x F) Z AENQONCED CONCRETE MAM"OLE EA OON=TR41CT STAN00W S" remr TRAL UX -7 37- EA FOE M1rORMNT AsDABLY (0104112-1 /2) LLIW-S CAIISTNIIICT 4" SEWER LATERAL S-4 COMMTRNCT 4" GLOW -OFF ASIEAMLY 3 (SAME NATEM& AS SEWER MANN) S-7 ~ t Q� MM COMKT a" SEWER CLEAN-OW3 S -1i EA I �4 (!NINE MATERIAL AS SEMrER MANN) LLW-9 LLW-10 CONSTRIMCT 4" BACKFLOW VALVE RELEASE ASSEMBLY 10 u 3 40Y (SAME MATERIAL AS SEWER S-20 LOTS REOUIRM SEWER BACKFLOW VALVES TINCT Na 27540 LOTS 2.3 t 4 147 Na 2AW-1 LOTS 1.1A',3.d,7.,E,9.I9.20,2T.22.A27,2f t 29. NMECTM FEE - .IR MQ WATER TMREE MMXS PIRMAR TO CON"RU/CflrMVB, A DEPOPT FOR INSPECTION FEE WILL E M14Gi Pa FEE IS ESiIM MV AT S .SHOULD ACTL 4L COSTS BE GIIOAMR. Till BALANCE SWL TIE MV TI!- IW DISTRICT BY THE APPLICANT. SHOULD ACTIML CONTE E LESS. THE MANCE SHALL E REFUNDED TO THE APPLICANT FERE St►rS"T TO CMV" NFTNOUT NOTICE. &f Afto se1uwfty 1 iL CANVVN ROAD FROM WEIRICK ROAD. t %Y l r TME�� OF TEME'SC4L CANYON ROAD AND LEROY STIP# -r +/ wLY OF P.P./1Di70; 4<S' +/- E'Lr OF THE cENTmAw OF A SIMAW Wft 7' lVt - JV tV Or IW N%Y ED" OF A CONCRETE' CULVERT; T +/- NILY CE TW E7W Of LEVY SM7; Ir +/- W`%Y OF A 5' HIGH CHAIN LANK FE11E CORNI 73' +/ SE'%Y USF P.P. JV0/O 1; 171 ' El Y OF 8. M. S31AI; A MIKES WK SWAVIM 5516 /sN AMI 1905. ELEV. 907.5180 U"wpm Id Swris AIM Cia T= Im E 1--go o o 227-2600 -." DATE BY MARK i/0 /SOB AW 04 N SOM fN OM MgdWD BY: RICK DR i1 rk'7 BY: • SEWER WATER IMPROVEMENT PLANS TRACT IVO. 27946-1 Tr 1\1 T, T 21941 1 • ... o*aM t DATE: APPR4 DATE r: N INDEX ANAP 100 0 100 300 Scat I" - 100 ft OMNI ew Go p am riC/ar r ,w.4 P TMS IS TO CENT" DOT IRIOEIRME C Q^VY DONARAMI OF k" H APPCROM TIMEOF 7WM W CHC M AMM SEINER LAY1?UT ( ) M47ER LME L oaff (r'7 .� //4_ld 0 MY! DAM WATER MINMKLI `"" IT" Il -3- &&to Date DATE: --IA IHECKED BY: gremlins OWN DATE:40 J 4r R 2233 rj ` t?" WA TER LEGEND AND ESTIMATE OF QUANTITIES QTY WT LEGEND DESCRIPTION STD. DWG IAW.17 Lf NMTALL S" P.V.C. CL 1w C-1100 LLW-22 t 14 RFI► NNMTALL S" E MAW WILSOE VALVE LLW-30 1 (f x OT, F x F) LLW-31 4 EA OON=TR41CT STAN00W S" remr TRAL UX -7 7 FOE M1rORMNT AsDABLY (0104112-1 /2) LLIW-S 3 EA COMMTRNCT 4" GLOW -OFF ASIEAMLY LLW-4 t 0 EA CCNSTWJ CT 2" AIN R V LLW-9 LLW-10 14 RELEASE ASSEMBLY LLW-11 37 EA lo COPM WATER 3911"M ASSEWLY LLW-13 LLW-14 1 0 EA NMTALL S" x 14" x 14" CAST KION TEE 1 WALL S" x S" x M CAST INCH TEE 3 M' 1 0 EA 1 MWALL 43 CAST MON ELBOW 0 CA 1 WALL 14" CAST ISDN END CAPS LLW-24 3 EA NMTALL Is CAST RION END CAPS LLW-24 .�� 11 I2 2 CdINRTRAICT COIICMm rml wj= LLW-20 2 EA I I NNMTALL S' NOT TAM' ASSEMOLY LLW-30 4 G NRTALL OLHE 00119REFLECTNE PAAIEMENT V MASS PER VIN. 00. FOE DEET. SIO. WATER NOTES a 1. CONTRACTOR SHALL FUMP MNf ARID MAFAiLL ALL11� IR Alf AN LE LAKE NITER DISTRICT "W) INUE R 5"=V RIFIC !1>' I RINIi3AETMTB. SOVARM SPECT ROhM AND SDVSIM SAN104M LLJRM lAMIARRIUAD SPEC1F1C141MIMS AND STANDARD DRAMNMGS Al!' A411i40LE AT IME GM71ET OFFM CONMWM SM4LL BE AV POSSESSION OF WMCF$ SPECFKMWM AAD STiMA M OMNW4 S ON IW JOB SITE AT ALL TINES 2. ALL PERAN75 RfQUAIREn N LAW SMALL E ACOOA ND BY THE APPLICANT OR 7MER CONTRACTOR IIID ARE MI4ff PWRT OF IW SPECIFXMTYOW 3. THE D84WWGS AND La4A4 /EIVMV ARE NCEIEBY 040E PART OF 71E SPE'CAFICAT10IV5. 4. REMSKMM WALL NOT E ANW TO 7MIESIE PLANS NRTNOU/T 7ME APPRIDANL OF LLNV. 5. APPROMIIL OF THESE PLOW BY LLND DES NOT COAS 77M A REPRESENTAY MV OF 77E ACCURACY OF THE LODW M OR E)ZIEZllE OR NON-EXISTENCE OF ANY UNDENGWIAW UTILITY, PNi'£ OR ST1RI/Ir'TIAE NFiMW Till LAMTS OF M47lRNG 6. 7W CONITI?ACTOR SN4LL AV97FY THE LLND'S 0571ST ENGINEER A ANWAN OF ONE WEEK PRIOR 70 BIEG6MA MC NRMUC SID TWT AVISPECTIglI S CAN E ANMNG»FD AND PBRNOVIOED. '7. THE LLWD INSPECTOR SM4LL E FURNISHED NM7H TI~AREE SETS OF PNlDIECT DR WIGS S. THE CON M4CTOR SMALL COM DOW 70 CUAWENT CAL OSHA SAFETY REQLON E'N1S 9. THE CONTRACTOR SMALL SUAl1IMr 70 77ME LLI D A W&S REPORT BY A OGNLFW GEOTECHNNGAL ENGINEERR woo CERTPM'S TINT ALL TRENCH A4Gxnu NMS COiA WTED AS D►REC1E1'1 BY TMIE SOILS 04IN W AV AC ONVA MCE WIN PRQECT SPECIFICATIONS AND LLND SpEMICaA1100a 10. JOB -A VMW OF CONCRETE 6 NOT PERIiOM 11. ALL CONCRETF TESTIAAC MMMM Bf 7W LLNO WLL BE AT IW EXPENSE OF 7W CONTRACTOR 12 COIN7RACIOR SHALL PRI AW 0977EN NOYPM 1M AECIAMING A SYSTEM SHU/TDOINV FOR CONNECTIONS 70 EMW SYSML !E AVffFfQ4WN SHALL E AAADE A A001MLM/ OF THREE - MIS PI4IL"MR TO SAD SMNJ1aONW TO THE LLWD DISTRICT ENG1MEER. 13. ALL CONNECTIONS OR lE-NIRS TD 7HE EX57NMG FACILI"ES 14EWAVROW SYSTEM SHUTDOWN AND DRUMIAIM OF 7ME EXISTM FACA E'S SHALL E DOW AT AMC*ff OR AS APPROVED BY THE 0157 ICT. 14. EACH LOT SHALL BE SONCEV WTH A AWNI M OF I' COPPER LATERAL WTH AFTER AND 84CK FLOW PROTREt""M DEVDE: A r-OWCH HIGH LETTER V* SM4LL E CH11SELED IN THE TOP' OF E1r15 NW CURET OM! MIP'RNNTED AV NEW CURB AT ALL W47M SERVICE CONNECTIONS 15. A/R VACUUM AND AAP IAiLLEW ASSEMM SMALL E MISTALLED AV ACCORDUMCE' WIN LLWD STANLa4W D44MISS LLW-9. LLW-10, OR LLW-11. AN RELEASE WALKS SM4LL BE INSTALLED AT ALL HOW POINTS AND DON' -OFFS AT ALL LOW POINTS NV 7HIE 047ER LAVE PROFILE. AW HDA 47S C:Mf E USED NV LIEU OF A AMNLML AR RELEASE OR SLOW -OFF NOV L004TID NEAR 7W MIGH POWr OR LOW PbINM AV TIE PROFILE. BLOW -OFFS SM4LL AE NVSTALLED AV COMFVRN 4 NCE TO LLND-4. 16. ALL DOSTAVG FACILITIES TO E TED NM 9440 E FEND WA FED AND MOTES SHALL BE SUBMITTED 70 THE DJ57MICT PMKMR TO COVIMECMNL 17. NATER SYSTEM SMALL E PRESSURE TESTED AV ACCON04NCE WIN STANOW SPECA><7C4nONS I& ALL VIAL YE'S, PNPWYC% AND APFUTMWi= SHILL E DEW" TO AEET OR EICCEED 7HE SPEMED AlA NARA11 D93M PRESSURE S►NONN ON THE PLA SHAXM AV ADDITION, ALL VALVES,. 0011AMfS AND APPWIENVIC0 SNW.L TESTED AT roar MKIHER 7)`%N THE MANN POUM VEIN PMS MiLVES SHMLL E CAMO LE OF WTTHSTAN aM DEIKiAII PEA'S AM A CLOSED POSIITIMONV. TE57 M6 9d4LL E PERFORAIIED IN THE PREIRENCE OF THE DIRE NXT INSPECTOR. 19. CONTRACTOR ShALL DISPI ECT ALL PPELAIE'S AND AlPFURIEN400CES ETTME7R PRIOR rO OR AFTER THEY HAVE BEEN SUSJWTED 70 14YDROSTA71C AND LEAKAGE TEST1wMG. IW AAETHOO OF DISAMFFC W SHILL CONIPOSM 70 PRONSNONS OF AWN C-001 THE CONCENTRATION OF IW DOSAGE A" SI~MLL E Pl1IES�CRIED BY OM'1RICT AND ShMLL BE AT LEJ4>SiF 30�rr� AND R SM4LL NOT DWM 200 ppm. CHLORMMIE© MATER SHALL REN AAV M TME PEE LONG EMUM TO DES MOY ALL NOW-SPOW-MMM BIACTERIA (MN. 24 MOM) 20. CONTRACTOR SHALL FUROW4I'l PHY31 AL AND C.IE71NU3AL TEST RiSLXTS FOR ALL FTTTTNICS IN ACCORDNIEE TO LLND STIMMUM SPIECIFIC4710W 21. ALL A4ATERMLS, TESTING AND MWWYOV OF IHS PIPE 944LL E AV CO1V1 O AMTY MH THE RiEOUITlEWOM OF LLI D AND IME ANIMA STAM61ARDl'S. FAIILUMRE TO AE'ET ANY RECUIREAENTS OF THE AAIOOE RETS7 DKW AGEM= NNEL E CAUSE MR REAECT1M 22. FIRE HYDRANT SHALL E 010005 1rICTED M ACCONA40010E W7H STMMOARO D4401IIDS NOS. LLW-2, LLW-3. LLW-A LLW-fi, LLW-7, OR LLW-E 23. N147rft LM CONSMLCTR" W S -44U E 1' POC (PW, CK OR ST EEV * ACCMWICE NRH SrMiOW DRA-1005 NOCK LLP -22 AAD UW -25 FOR PVC PIPE AND LLW-SM, LLW-25, AND LLW-32 T1 VUDN LLW- 3R 24. 7MRUST BLOCKS SHALL W CONK 7XUC= AV ACCORDANCE NRH LLND SM44V D014OWGS ANO. LLW-!W. • APPROW OF 1MAli PLAN BY LEE LAKE INTER 05M CT DOES AW CONiRSTl nff A REPIRE30MI W OF IME AOCUINCY OF IME L004MN OR DIM' UCE OF ANY LMADREIRRBIR71A41rrM U11 RY PMIS OR EJS MOLE OF ANY UMI?Y PIPES OR STNIICIRAIES WIN M 7RME L.MM OF IME polaw. FM DEPARTMENT SEM SYSTEM CERTIFICATION WATER SYSTEM CER11FICATION I CERTIFY IMMT TME DE.O�I►r V OF ?W NMTE7R .ITEM IS IN ACCONDME KITH THE I CERTIFY OAT THE DESIGN OF THE SEINER SYSTEM M 7MLACT NO 27540-1 IS AV I CERTIFY MV THE 01310001 OF 7IE INTER SYNN All 1MCT UIQ. 270011-1 M ACCORDANCE WITH THE SEWER SYSTEM 04STER PLAN OF LEE LAKE NATER DISTRICT ACCORDANCE NEIN THE NO= SI+SIEM 614W R PLAN Of LEE LANE M4TETR . Af KAWVWEWM PRE AW IME RIOERSIDE COUAVTY FARE SMT AND THAT TW MUER SE71g1C>E; SIVOW AND 04FAIW RTMM S1STEil WL E Aim AND TWT THE DISTRICT NAS PIRNOUYAAAMAED ADEOLAATE CAPACITY TO TREAT THE WASTES TO SUPPLY MITER 70 SAD Fft Eff IM CERRWKM OER . NOT COASTFI M FROM THE PROPOSED TRACT. A GL MAMIK RMT IT NEI. lROPLY WON TO SAD PROJECT AT AMY VEO IC OR MIESM E MR FOE PROWIM M OR ANY CATER PIBPM <<- 3 -97 1 - - C ATE �" ''�'° ° �Y' °��� ' =f'�- LEE -LAKE WATER DISTRICT SPORT DEPT., RIVERSIDE COUNTY, CA. SEWER & WATER IMPROVEMENT PLANS 30 � ._. C. E. No. 33950 EXP. DATE: 6 9e N Q / N E E R S '1'l�ACT NO. .2794 1 or , ■a M PIlEPAI�ED CIVIL ENC�INEENINo a ororE rime • PLANNING . w. 048-0 : //A• DATE: °r ir°NM SW� :V=AX, i � CO V E R SHEET N•. ED CHARISSA LEACH, R.C.E. 53390 EXP. 06/30/99 SWTE: JUN 19-9-71 CALE: AS NOTENCHMARK: SEE LEFT FW: MHOAAW&V WC. TRW .;.X EMIME NMI 01100t. is 0 mom -A F;j c JOW EXIST 14' NMMW ST STA f0+1 &1& �Aw MO ejlL M 37M.M CLAY CANMN orIAP ASSEAMLY I-#' Rmxwr "E= WoLws Ua&wgmmd Inv Alw'�� TOIL an I -Soo 2 2 7 -2A 0 �_� MW MOM WO OWVWFW W CLAY CANYON ON" SEE SNUT 5 Mr 52 TR. 22555 - 1AMPROVEW)VT ftANS CLA Y CANYON DRIVE SEE SHEET 5 OF 52 TR. 22555 IMPRO VEMEN T PUNS # s ir Ar s r4f r j NMI 0 I■ MEMO A -1 NMMMMMMMMINE MEMISIMMISIMEM101 WATER DISTRICT NER & WA TER WWVEM04T PUNS onnsmsmsms #MACT PXX 2794&1 MEMO so Im MMIlMEMnE=l FOR: Ko Esso�ms TF ft m�mmsion 71 p -7 10 t, r al _3 45 I 13 i I I �I ,f rL1#r#1psl' L#. MAIM fiswr M If~ 10 GOLDEN LOCUST DR. I opmnms 0 4it1 w SM 120 s r# r r r cli 6.4 74 DISTANCE / AW I TAN. I N14'41'3o'w 63.93' 2 irixio- 7.55.5cm-263.367-27,69 3 At? M'OOOW 14.7'1' 14 N"WIDOV 147.39' 12 BY: jg"f 12 a arsDE 0 - MOM" COUNTY, CA. R.C.E. No. 33M EXP. DATE: Mad". Papmo umm rw CIVIL EmeimEtwme * so# rE rime * PL A NN/NO DATE: 0=0 AOWORT DOWE, PVVERSIDE, CA 92504 M, (QW) OW -0241 * FAX, (OM SM -0599 Z� 'CALF A$ MM I MD#CWMW: I CHAMSSA LEACH, R.C.E. 53390 EXP. 6/30/99 1 DAN: ME IMF I SEE SHIM NO., 1 sl'lrjrR co#srRvcr1v# #OrArs (D CONSMUCT r A v C. sell v I (D CONSTRUCT AMAZE PW LLM SM. OW Na S-12 QCONSTRUCT 40 A LAMM OCONSTRUCT fifMCOOK CLMOCKff FIR LLNV SID DW A10 S -Ag. 7YPAC4L TO ALL SE LAFEW" SO CONSTRUCT 4* 040V OW WILW ABY PW UM SM. OW A* S-29 S r 1P r# 0.4 rA awm/A I I I I IX23'100 2 N=05'000V 1al 101 W.4 rtR co#s r#11c r1p# MQ ri"s 10. CONSTRUCT 80 C -MA 0" ISA AM PONMW PER LLIV SM. DNC NOS uol-!t & LL*% -Jo 11. CONSTRUCT 8- AWSLAOr NOW WILW (YAW.PXF) PER UXV SM DOG NO LL W-30 12. C0NSTRLCT 60 RESWNrft FM NMMW AMENKY MW UM SM DW. NO -S LLW-7 & LM %-* CONSTRUCT 40 MUM -OW ABY PgR LLM SM DW AO. LL W-4 14. CONSTRUCT 20 A* & SP MAW ABX OW LLNP SM DW NOS U" LLMC-f4k LLMC' 11 15. C10AWRUCT 1' GSR OR= SINNU ASSEMY PER UNV SM DW. NO.S LLW-13 & LLIP-14 17. CONSTRUCT C X go X r OW P0N ?ff PW LLM SM DW. AAD.S UW --O! CONSMUCT S'p Ar CAST AWN ALOW COA57RUCT S'w OW AftV 00 CM AP SM SM NO LLW-24 CoAwRUCT lww Aaw Pw LLM SM Ow no LLw_w a mwiu A mum 7 XQ xw I N14'41 30 4*00' 2 A-15*23'100 LZfjArApqSLWrwjLp' J mxwloolw 1.71, 14 1 NXW-00-W I 2116it- LEE LAKE WATER DISTRICT NER & WA TER WWVEM04T PUNS #MACT PXX 2794&1 GO UMN Im FOR: Ko HOVR%~ ##C. TF ft fi s 10 l i t;,: - 15 1 N59'55 40'W 43.34' 2 n, -31'01 ' 12 " 16 fi s 10 i f l i � Tqw 15 1 N59'55 40'W 43.34' 2 n, -31'01 ' 12 " 16 kuift:u; N89'03'48 E 1 4 D -2572310 1" L-132.91 , R-300.00 , T-67.56' 5 N63 -40'47 -E 69.04' , 5 N89'03'48 E_54' 6 8-25 2X0 I " -127.13' 700 T-94.94' 7 p { S } N63'40'47'E I 1 ! } y t i i 1 I i t i f l i � Tqw 15 1 N59'55 40'W 43.34' 2 n, -31'01 ' 12 " 16 kuift:u; N89'03'48 E 1 4 D -2572310 1" L-132.91 , R-300.00 , T-67.56' 5 N63 -40'47 -E 69.04' , 5 N89'03'48 E_54' 6 8-25 2X0 I " -127.13' 700 T-94.94' 7 p { S } N63'40'47'E i 1 y t i i j ? 4; e 1 1 I e — t t a } 3 I ; 11 f , � � Tqw 15 1 N59'55 40'W 43.34' 2 n, -31'01 ' 12 " 16 kuift:u; N89'03'48 E 1 4 D -2572310 1" L-132.91 , R-300.00 , T-67.56' 5 N63 -40'47 -E 69.04' 142-30' 5 N89'03'48 E_54' 6 8-25 2X0 I " -127.13' 700 T-94.94' 7 p { S } N63'40'47'E i 1 y t • ! - t + 11 17 REVISIONS Y: R" LE 40 AIONWOOD DRIVE 1 0 40 w Scali I " = 40' -F -IEEE LDISTRICT, I APPWVED FOR CONSTRUCTION: APPRJ DA SCC OPERA TIONS N RECOmmENDED FOR SEAL COUNTY APPROVAL 077� " - A ��►I~' 191. ii1N DATE: * or. 00-30 CHECKED GATE: 1 f , � � Tqw 15 1 N59'55 40'W 43.34' 2 n, -31'01 ' 12 " 16 kuift:u; 17 REVISIONS Y: R" LE 40 AIONWOOD DRIVE 1 0 40 w Scali I " = 40' -F -IEEE LDISTRICT, I APPWVED FOR CONSTRUCTION: APPRJ DA SCC OPERA TIONS N RECOmmENDED FOR SEAL COUNTY APPROVAL 077� " - A ��►I~' 191. ii1N DATE: * or. 00-30 CHECKED GATE: 1 upm B"% DATE: i 19,11 ! 7 mor.-jr— mclkc TRAWkRTATIOWIQWft., RtVERSIDE COUNTY, CA. R.C.E. No. 33430 EXP. DATE: 6130%!!I PWPAWD LVIM 1W CIVIL ENGINEERING* OUR rEY1NG • PLANNING DATE: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 * FAX (909) 688-0599 SCALE: AS NOTED BENCHMARK: CHARISSA LEACH, R.C.E. 53390 EXP. 6/30/99 1 DATE: JUNE, 1997 SEE SHEET NO. 1 4 i L i r ++ r t + 1 i I I r r S � I 1 ' 1 I ' , , 1 � ' i � r t t 1 r t � I I I r SEWER CON.= r/rIIC r/ON NO rEs 1O CONSTRUCT 8' P:KC. JIM>R ` 2 CONSTRUCT UWAQLE ftW LLMD STD. DING. N0. S-12 JO. CONSTRUCT 4" SINE +R LAMMf. OCONSTRUCT A13CEMM CLEAAI PER LUNO STD. DING. NO. S-9, TYPA AL TO ALL SEMEif tA1EMNIt.S �J CONSTRUCT 4" AWKFLOW IOLW ASSEMBLY PER LLWV STD. DOG. NO: S-29 SrREEr 1 i t I � upm B"% DATE: i 19,11 ! 7 mor.-jr— mclkc TRAWkRTATIOWIQWft., RtVERSIDE COUNTY, CA. R.C.E. No. 33430 EXP. DATE: 6130%!!I PWPAWD LVIM 1W CIVIL ENGINEERING* OUR rEY1NG • PLANNING DATE: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 * FAX (909) 688-0599 SCALE: AS NOTED BENCHMARK: CHARISSA LEACH, R.C.E. 53390 EXP. 6/30/99 1 DATE: JUNE, 1997 SEE SHEET NO. 1 4 i L i r ++ r t + 1 i I I r r S � I 1 ' 1 I ' , , 1 � ' i � r t t 1 r t � I I I r SEWER CON.= r/rIIC r/ON NO rEs 1O CONSTRUCT 8' P:KC. JIM>R ` 2 CONSTRUCT UWAQLE ftW LLMD STD. DING. N0. S-12 JO. CONSTRUCT 4" SINE +R LAMMf. OCONSTRUCT A13CEMM CLEAAI PER LUNO STD. DING. NO. S-9, TYPA AL TO ALL SEMEif tA1EMNIt.S �J CONSTRUCT 4" AWKFLOW IOLW ASSEMBLY PER LLWV STD. DOG. NO: S-29 SrREEr C/L DA Or .4 0 BRING / 4, DISTANCE / RAD./ TAN. 1 N59'55 40'W 43.34' 2 n, -31'01 ' 12 " L=162.42, R=300.00 , T=83.25' 3 N89'03'48 E 233.12' 4 D -2572310 1" L-132.91 , R-300.00 , T-67.56' 5 N63 -40'47 -E 69.04' upm B"% DATE: i 19,11 ! 7 mor.-jr— mclkc TRAWkRTATIOWIQWft., RtVERSIDE COUNTY, CA. R.C.E. No. 33430 EXP. DATE: 6130%!!I PWPAWD LVIM 1W CIVIL ENGINEERING* OUR rEY1NG • PLANNING DATE: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 * FAX (909) 688-0599 SCALE: AS NOTED BENCHMARK: CHARISSA LEACH, R.C.E. 53390 EXP. 6/30/99 1 DATE: JUNE, 1997 SEE SHEET NO. 1 4 i L i r ++ r t + 1 i I I r r S � I 1 ' 1 I ' , , 1 � ' i � r t t 1 r t � I I I r SEWER CON.= r/rIIC r/ON NO rEs 1O CONSTRUCT 8' P:KC. JIM>R ` 2 CONSTRUCT UWAQLE ftW LLMD STD. DING. N0. S-12 JO. CONSTRUCT 4" SINE +R LAMMf. OCONSTRUCT A13CEMM CLEAAI PER LUNO STD. DING. NO. S-9, TYPA AL TO ALL SEMEif tA1EMNIt.S �J CONSTRUCT 4" AWKFLOW IOLW ASSEMBLY PER LLWV STD. DOG. NO: S-29 waTER C®NsrRf/Cr/4N NQri's 10. CONSTRUCT 8' C -IMOD, CLASS 130, P.KC. PFR ME PER LLM'D STD. DWG. NO.S UW -22 & UW 23 11. CONSTRUCT 8" IlES"W MIEV4 E MIILNE (FXGT,FXF) PER LLM+D STD. D*V. NO. LLW--30 12. CONSTRUCT 9' AESMENME FW h"AlW ASSEUSLY PER LLNV SID DWG. NO.S LLW-7 ! LIN" 1 J CONSTRUCT 4" SLOW -EF AMMY PER LL40 STD. DWG. NO. LLw-4 14. CONSTRUCT 2' AAP t SP HETET W ASSEMBLY PER LLND STD. DWG. NO.S LLW-9. LLN-10, UW -11 15. CONSTRUCT I' COPPER NMNTDt SERWC,E ASSY PER LLWD STD. DWG. N0.5 LLW-13 t LLW-14 17. CONSTRUCT 8* X 8' X r GRST RM TEE PER LL*V SID. DWG. NO.S LLW-29 18 CONSTRUCT 8' 4T CAST 00V ELBOW 20. CONSTRUCT I' +GIST +N4NOMV END 04PS PER STD. DING. NO. UW -24 21. CONSTRUCT Tft tW BLOCK PtW LLND SID. DING. NO. UW -26 s E N'ER DA rd rA 0 OWMIX TAN. 1 p -28'05'13" L-150.O0',ftm �A 00',T=7&34' 2 N89'03 48'E 119.39' 3 N89'03'48"E 1 i9. 6* Ar 4 0 -2523'0 1 " • 13S.370,A� OO . T-4.! 1 ' 5 N63'4O'47E 015' waTER C®NsrRf/Cr/4N NQri's 10. CONSTRUCT 8' C -IMOD, CLASS 130, P.KC. PFR ME PER LLM'D STD. DWG. NO.S UW -22 & UW 23 11. CONSTRUCT 8" IlES"W MIEV4 E MIILNE (FXGT,FXF) PER LLM+D STD. D*V. NO. LLW--30 12. CONSTRUCT 9' AESMENME FW h"AlW ASSEUSLY PER LLNV SID DWG. NO.S LLW-7 ! LIN" 1 J CONSTRUCT 4" SLOW -EF AMMY PER LL40 STD. DWG. NO. LLw-4 14. CONSTRUCT 2' AAP t SP HETET W ASSEMBLY PER LLND STD. DWG. NO.S LLW-9. LLN-10, UW -11 15. CONSTRUCT I' COPPER NMNTDt SERWC,E ASSY PER LLWD STD. DWG. N0.5 LLW-13 t LLW-14 17. CONSTRUCT 8* X 8' X r GRST RM TEE PER LL*V SID. DWG. NO.S LLW-29 18 CONSTRUCT 8' 4T CAST 00V ELBOW 20. CONSTRUCT I' +GIST +N4NOMV END 04PS PER STD. DING. NO. UW -24 21. CONSTRUCT Tft tW BLOCK PtW LLND SID. DING. NO. UW -26 LEE LAKE MATER DISTRICT `�' SEWER & WATER IMPROVEMENT Pt,ANS 3 TRACT NO. 2794&1 oF + smEE L tONWOOD DRIVEME No. FOR: K. HOVNANIAN INC. 5054 fit. now&. E \00\- X 1P.4 rEN QA rA NEARING 1,n, MrAWT AWAI TAN. 1 N59 55 00"E 39.34' 2 ©-O0'3X43" -2 ' 3 n,-30'2729" . 1V. $7,ftwo?.' r- 7& 13` 4 N89'0X48E 142-30' 5 N89'03'48 E_54' 6 8-25 2X0 I " -127.13' 700 T-94.94' 7 N63'40'47"E 1, ' 8 N63'40'47'E LEE LAKE MATER DISTRICT `�' SEWER & WATER IMPROVEMENT Pt,ANS 3 TRACT NO. 2794&1 oF + smEE L tONWOOD DRIVEME No. FOR: K. HOVNANIAN INC. 5054 fit. now&. E \00\- X TRACT -NO. 927946 JM Mr 14' AwWR I V CLAY CANYON DRIVE SEE SHEET. 5 OF 32 TR. 22335 IMP. PLANS 11 CLAY CANYON DRIVE SEE SHEET 5 OF 32 TR. 22335 IMP. PLANS v r v L EI/OArN'OO® OR. -sEE s�rEEr s s rorArT C/t OA TA WAR006- NESS 1 N2+6+19 1J a Y 3 3 TYP. 104.70' 3 t VOL- L=136.10.9=1413.00. T=613.30' i3 TyP. =10'20'3!" L= 110.69,R=613.00,T-55.48' S =04'3If? 7' L=46.37 ; 9=613.00 , T-24.20' 6 =04'44 27' L=116.9? ,R=1413.00 , T=36.49' 7 W431 IF 46.40' ! > WN -34 JS d Ts,.on am in a SOME a aT 'a mass 'Ximmi ASS I p"Ammu 4 ola ��!� sem! a � � ��� '..! � �����4 •�? I .'• �� � 9J i�lt Yi i� w £vFj�, � �a.� � �� � � �� ��� � l� ��_ ��� ���,i �i ��y a.`��! i > i. p" am ami �4 �a �^_ � � �. �. �i� ��.� �iY i ■ 9���+j.+fYF�ir * * - At +_e. : - • a '. ' S� �� �► .� _::-�,. -...:�1 .s � � ;. � ill � f or i j .L !� WHEN 3 s � v r . - Y t•� a _j� s. VAN .i ire 7i,. Sea... r� ir _��• •!`- IRE = I t TRACT -NO. 927946 JM Mr 14' AwWR I V CLAY CANYON DRIVE SEE SHEET. 5 OF 32 TR. 22335 IMP. PLANS 11 CLAY CANYON DRIVE SEE SHEET 5 OF 32 TR. 22335 IMP. PLANS v r v L EI/OArN'OO® OR. -sEE s�rEEr s .A UN", wit -11114:1 l7117071177:71e A FUTURE TRACT NO. 27948 Scar 11 = 'O' v I E DATE: OPERA Tion I DATE: By: s rorArT C/t OA TA WAR006- I 1 N2+6+19 1J 100.02 Y 3 3 TYP. 104.70' 3 =03'35'02 L=136.10.9=1413.00. T=613.30' i3 TyP. =10'20'3!" L= 110.69,R=613.00,T-55.48' S =04'3If? 7' L=46.37 ; 9=613.00 , T-24.20' 6 =04'44 27' L=116.9? ,R=1413.00 , T=36.49' 7 W431 IF 46.40' .A UN", wit -11114:1 l7117071177:71e A FUTURE TRACT NO. 27948 Scar 11 = 'O' v I E DATE: OPERA Tion I DATE: By: TRACT BOUNDRY 4' JLOM-Orf ASSPAILY s rorArT C/t OA TA WAR006- DrSTAA" AAO ./ TAN. 1 N2+6+19 1J 100.02 2 N26' 19'1JT 104.70' 3 =03'35'02 L=136.10.9=1413.00. T=613.30' 4 =10'20'3!" L= 110.69,R=613.00,T-55.48' S =04'3If? 7' L=46.37 ; 9=613.00 , T-24.20' 6 =04'44 27' L=116.9? ,R=1413.00 , T=36.49' 7 W431 IF 46.40' TRACT BOUNDRY 4' JLOM-Orf ASSPAILY ",�=" I kan ii SPORTATft DEPT., W"SME CMIM. CA. R.C.E. No. 33m EXP. DAW- Lf /V 401 N ff E A' S = 1w 0- C/ r/L ENOI NEERINO • *#R rt r/NO • PL A NNINO DiATE. I 6820 AARPORT DOWE, MWERSVE, CA X2504 1, 41 Z, �fTEL: (Wg) 688-0241 • FAX (909) 888-0599 CHiAMSSA LEACH, R.C.E. 53390 EXP. 6/30/99 SCALE: AS, 99 D ] �� SEE SHEET NO. 1 sz,wAr# COMsr#&Crlo# #OTEs (D CON6TR61CT i' P:V,C. 3E'f16R ? COMMS'WXr AMAMM+ME PER UM SID. OW Na S-12 3� COA157 .CT 4' SEMER LATMTML 4O COtl11$7RMT RSL CLAWO r PER LLM[a STD OMS Na S-9. TYP" TO ALL 3E11ER LA1EWLS 3� COiAS7WJCT 4' 04CAILOW W&W ASSEMNLY PER LLMv STD OMC. NO S-" sArff4r# 40A TA 1 & HT1 35-76.57r^w 1407.0O ; Tom, i9' 2 N78"43' 40.47' WA r4r# c0#srRI/CTIO# TE's 10. COA579JCT d' C—SM CLASS 134 R V C PO4M wE PgR LLMD STD. OW AWLS UW -22 t LLW-25 11. Cif 6' AEM MEDS MEW (FXGTFXF) PER LLM© STD. OMC Afa UW -x1 12. C0AESTWJCr 6' AESX9MW Aff frrDrlW ASSEMILY PER LLW STD. DW N" ELM" -7 ! LOML-1 13. C006TALCr 4' SLOW -GMF ASSONLY PER LLMO STD. OW AWL LLW-4 14. CONIS TACT' 2' A* ! AP AnZAW ABY PER LLNV STD DW AF.S LLW-M, LLO -14 UW -11 15. � 1' COPM�EiR WMf SEMICE ABY PER LLMC STD. Ow NCLS UW -13 t LLW-14 17. CORISi9Rifc r 6' X 6' X t' COW AVOW lEE PER LLMD STD OMC. M" LLW -29 18 COIARSi WT d' 43' CST AM ELOW COAfSTRLCT /' C"T MION Be CAPS PER STD OMC. NO UW -24 ? 1. COAPSI MCT MRST AUXK PER LLMRa SM OMC, NO LLMC --26 LEE LAKE WATER DISTRICT SEWER & WATER INPROVEAfENT PLANS -4 TRACT M. 279461 CI.A Y CANYON DR. NO. FOR: K. HV~IAN INC. 4 9� ,arwre• �tsl� � ffA r1'R DA TA r p OlSTANCF W TAN. 1 M1/'T9'15'E 142.46' 2 A@i19r1JT 11a ' 4 3 YC►=fLTli'1S' L .T= t?. � 7 A-do44'42' A-or44016' L .T�•9M N7l+16 • /. ' ",�=" I kan ii SPORTATft DEPT., W"SME CMIM. CA. R.C.E. No. 33m EXP. DAW- Lf /V 401 N ff E A' S = 1w 0- C/ r/L ENOI NEERINO • *#R rt r/NO • PL A NNINO DiATE. I 6820 AARPORT DOWE, MWERSVE, CA X2504 1, 41 Z, �fTEL: (Wg) 688-0241 • FAX (909) 888-0599 CHiAMSSA LEACH, R.C.E. 53390 EXP. 6/30/99 SCALE: AS, 99 D ] �� SEE SHEET NO. 1 sz,wAr# COMsr#&Crlo# #OTEs (D CON6TR61CT i' P:V,C. 3E'f16R ? COMMS'WXr AMAMM+ME PER UM SID. OW Na S-12 3� COA157 .CT 4' SEMER LATMTML 4O COtl11$7RMT RSL CLAWO r PER LLM[a STD OMS Na S-9. TYP" TO ALL 3E11ER LA1EWLS 3� COiAS7WJCT 4' 04CAILOW W&W ASSEMNLY PER LLMv STD OMC. NO S-" sArff4r# 40A TA 1 & HT1 35-76.57r^w 1407.0O ; Tom, i9' 2 N78"43' 40.47' WA r4r# c0#srRI/CTIO# TE's 10. COA579JCT d' C—SM CLASS 134 R V C PO4M wE PgR LLMD STD. OW AWLS UW -22 t LLW-25 11. Cif 6' AEM MEDS MEW (FXGTFXF) PER LLM© STD. OMC Afa UW -x1 12. C0AESTWJCr 6' AESX9MW Aff frrDrlW ASSEMILY PER LLW STD. DW N" ELM" -7 ! LOML-1 13. C006TALCr 4' SLOW -GMF ASSONLY PER LLMO STD. OW AWL LLW-4 14. CONIS TACT' 2' A* ! AP AnZAW ABY PER LLNV STD DW AF.S LLW-M, LLO -14 UW -11 15. � 1' COPM�EiR WMf SEMICE ABY PER LLMC STD. Ow NCLS UW -13 t LLW-14 17. CORISi9Rifc r 6' X 6' X t' COW AVOW lEE PER LLMD STD OMC. M" LLW -29 18 COIARSi WT d' 43' CST AM ELOW COAfSTRLCT /' C"T MION Be CAPS PER STD OMC. NO UW -24 ? 1. COAPSI MCT MRST AUXK PER LLMRa SM OMC, NO LLMC --26 LEE LAKE WATER DISTRICT SEWER & WATER INPROVEAfENT PLANS -4 TRACT M. 279461 CI.A Y CANYON DR. NO. FOR: K. HV~IAN INC. 4 9� ,arwre• �tsl� �