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912dd_wtFes_; - SER za SEWER -. w!lEs 1. CPMWgW SWL MANOt AND : L ALL FACIL TIES NV ACCOMW4CE WYN LEE 44OW WNWN AS7P'T JVSMW FACILITY R OLA TEKW75, SrA DARD SPECIFICATIONS AND SIU. DWt+IR SVMFXXYRW AW SOVAMM 0401100M LL90 STANDARD WiAAIrERS PER RWV. Co. EIRE DEPT. at SWIINM pNANNAN?S ARE AMIE At IW DISTRICT OFFICE: CONTRACTOR SM1LL NE AIW AND STAACARD D144W4GS ON THE JOR :.SE Orf` ALL f 2. Al L !A' AAAI' SKILL BE ACQrJWRW:D BY THE APPLICANT OR THEW s -r INE SPEECIFIC47IO S I . 3. THE DIS AAAI D04 HEREON ARE MI EBY MADE PART OF THE SPECFICATAXIS U. 4r DPRECAST � COIICREIE MANN1WLE 4. REWSWO MEL Nor BE `MADE Ta R%= PLANS WN7HOUT 7HE APPROVAL OF LLWD. 3. AP1WOlML OF T ESE PLANS BY UN© ,DOES NOT CONS717UTE A REPRES9ENTA70V -OF THE 2 ABY OF TW LL 04 WOMI 0M1 EJNSTE NCE OR NON-EXISTENCE OF ANY s->ts , PW OR STIMIICTRNRE *MOIL THE LAWS OF WOW. SA E GONiIiAL"Tt7MR SMALL ACTIFY TW LL110 OE' MEEK -PRIOR 70 STARTING CONSTIR CTON 4' !EWER LAS W tNWAL ARID SIZE AS 7. 7HE LLWD mvprECM 9444 ME FLWASWO WA7H THREE SETS OF PROJECT & WMVCS. E 1w � � �I To E�LARNlE MT GAL OSTIA SAFETY RIEQi�VREAME7AITT ;aj - ARAN) 9 TELAE ,RAFT' TIT INE LLWD A SOILS REPORT BY A O44LFIED . WSW CROWS THOAT ALL TRENCH BIAG'KF70LL I*AS SEIUEWR CdFAM-MYi COWWW AS DAWW MY JW JOU EAK> WEIR IN ACCOrELa4NCE MATH PROJECT SPEW74241I MiIS AND LLM 90EMX4110M. # 10L MCH LOT 964U K WW A:~ (4) -INCH SEWER LAMIAL SET AT A 11001" SIM 0,= NNRI A AlIi+ERT DEPTH OF 3.0 FEET BELOW TIE' NO77tW OF IW CURNI AT fw PfRBlIM'ERfY Lam" (IA&M 07WRWISE APPROVED BY THE URI) 4' VCKn" VALVE "'(SAM MATERIAL AS KNIER 11. ALL 4AMULS SMALL BE LIO XXV At SHOW ON THE DIiA1WGSV ADJUSTED 0I7! URI) mgpWMM To AWPSSi E#*W M VS AM OrW* ■/PROVEAIEWS LATEPI ALS SNMLL RE 4' S AdRUM DJUIM LORM 00MORRIK NOYM ON THE DAAWNGS. ALL UTaE711LS S I NLL 1MME A G'L sw wr ASI AccwoewE MRIH STANLMRD DmWNMG No S -a UTEMN S S MOLL RE NMSTALL $D IN ACCOACANCE WITH LLMD STAAV ARD DAM MMIC MOS. S-4. S-A S-4 AW S-7. =.ice or 66bair .E wr PI1E'ANNTT€D. 1jL' ALL CMMMMK#W •A' 1IWWE LLOV WILL BE AT THE' EXPENSE OF 7W -` 14. TINE COWN34CTEIMU MALL 9ECUW APP 1E01AX FROM THE LLWD IVSPE'CTOR PRM TO 04CKFLLAV6 OVE'+IR AM/Y JOP PBS- OR WYE 15L ALL 59110 LAMMS AND AIIM SML BE TE57ED BY 'AIR TEST METHOD' AFTER NIDI AS SP90M LRIY 7W LLWD SPECIFE4 TIONS. 1S ALL AC =WM RTESTED BY IMCLJBfAl1 !ISIS' AS SPEED ITU' FW LrLA 17. QANn44CR PII OMW NIVrM NDTMM47 YON /gEDUESI MG A. SYSTEM SHLIMONIN MR M VOSW SVWM SAO NOTFICATIDN SFMLL BE MADE A - CT -*WAWM PMIN"M!10 SANT' SHUTDOWN 70 TETE LLWD DISTRICT �. ' A SIAPERINTE7"NT NIM FLILL AUP OMLMIY 10 ALT ON SAD SUPERN47ENDIENT SMALL BE ON .AD• sE AT ALL T i✓E Qavnsww slaLUPI"BUPI" RIVERSIILIE C1000Y ROAD AEPI� TME NT All A>E7DPG ITEC EIIIIETIIENTS OF SAD DEPIARTIIENT RWft CAMM REAIYpM, TEAAPaWY PAWMENT (MCLWNG OW 041EMNA) AM ice' AND PERWW-NT 7RiAFFNC S114PPM. J& ALL 1r4� � AM #APft N/ OF 7W SEVEN SMALL &EIV CONI F11' wm THE AIQhlwAms Or LLW=ISE COUNT?" STAND40101 FAILLM� TO Aw AIWA ! E►NIAE#EIMtS QF 1lEIrfMEWED AGEPICIES WILL BE OWW FOR . I%C- MR 36) 01 ACCOROWCE WIN LLWD SPECIBFAGATIO 6 At 814MA ``� TIC MIDANCE M97H LLWD STMMUMD DAN~ Na S-12. JS AMWBfI 04 L �L N4 AMOROM CE WITH LLWD STi4NOMYRD A1000 AWOL S-1 l ,S-2. Fes_; - SER za l� Ids TNMCT AB3l >�`7#7-1 "m ?A 4- tai, 12- i;L 1#- msff _ - AND WATER ham EU"Olff MrE s AAlm TD COw31RRl 1TBd4 A OEPOSMT FOR INSPECTION FLEE WILL BE APER IM F$' 6 ESTAWTED AT S SHOULD ACTU4L COSTS BE Wry IF*, V Writ SU MCE -904UAf AAA? Tr? THIS DISTRICT BY THE APNALK:ANT. D AtTWL 00613 +1!>E LES% Tri rM AWE SMALL BE REFUNDED TO THE AMRJICANT. FEES EJECT TD CM N IE WITHOUT NOTICE f LS WINCES SOl�f' IM ► Ra FROM WEI7IMCK ROW., I r +/- ELY &F 1W AWIE7RSECTRNIN OF fLIiWnr& CANYON R040 AND LEROY STREIET• 2' +/- W ly OF P.R1101M 4IME .r +/- ELY OF THE CENTLRLOF A DA4NM146E D1TLft r +/- M Y OF Y WE N'LY EDGE OF A CONCRETE CUOLVERT.• 7' +/- N"LY OF lw ETR, OF LE7I10Y ST1 !T' +/ WILY OF 5' HIGH CMAIV LAW FEAICE G'OII11 73' +/- WILY OF 00 /20801; 171' ETY OF &M. S31rt; A BASS RM SK46PW Safi ISM RESET 1963. ELEV. = 907.5180 lTl� SEWER 6z WATER IMPROVEMENT PLANS TRACT IVO. 27947'1 l=9M AND T 11TE OF QUANTITIES -. wrrl STM SIU. DWt+IR WiAAIrERS PER RWV. Co. EIRE DEPT. at r PVC (mm) NPELMWE s -r fp ft U. 4r DPRECAST � COIICREIE MANN1WLE S-1 S-144 2 s->ts SA 3 4' !EWER LAS W tNWAL ARID SIZE AS S-4 S-7 ARAN) ' ' VICTC SEIUEWR CdFAM-MYi S-10 ICA # { IM1RtIIr AS SEINER IfrliNl) 40 4' VCKn" VALVE "'(SAM MATERIAL AS KNIER S-29 S l� Ids TNMCT AB3l >�`7#7-1 "m ?A 4- tai, 12- i;L 1#- msff _ - AND WATER ham EU"Olff MrE s AAlm TD COw31RRl 1TBd4 A OEPOSMT FOR INSPECTION FLEE WILL BE APER IM F$' 6 ESTAWTED AT S SHOULD ACTU4L COSTS BE Wry IF*, V Writ SU MCE -904UAf AAA? Tr? THIS DISTRICT BY THE APNALK:ANT. D AtTWL 00613 +1!>E LES% Tri rM AWE SMALL BE REFUNDED TO THE AMRJICANT. FEES EJECT TD CM N IE WITHOUT NOTICE f LS WINCES SOl�f' IM ► Ra FROM WEI7IMCK ROW., I r +/- ELY &F 1W AWIE7RSECTRNIN OF fLIiWnr& CANYON R040 AND LEROY STREIET• 2' +/- W ly OF P.R1101M 4IME .r +/- ELY OF THE CENTLRLOF A DA4NM146E D1TLft r +/- M Y OF Y WE N'LY EDGE OF A CONCRETE CUOLVERT.• 7' +/- N"LY OF lw ETR, OF LE7I10Y ST1 !T' +/ WILY OF 5' HIGH CMAIV LAW FEAICE G'OII11 73' +/- WILY OF 00 /20801; 171' ETY OF &M. S31rt; A BASS RM SK46PW Safi ISM RESET 1963. ELEV. = 907.5180 lTl� SEWER 6z WATER IMPROVEMENT PLANS TRACT IVO. 27947'1 firs vwwav s s � a • 'Ws- . Do,, kLaiw. .4,4, Q1': a" DATE: ••. 'Ti re, o rMtSTER taoEWff SWE OF bra APPROVAL THIS IS TO CBWWY AWMI RIVOERSM COUNTY DEPARTMENT OF HEALTH AOP 4E3 AWEDE,�ilM OF THE ITEMS CHECKED 70fSERER LAME L01IR IT (�//) MATER LIVE LAYOUT blwl6lz;"0p //'/7.?1%- 6 err, ► � � " � �. . Wl cfcls3t4A+► %& NOW 97 >cc BY: mouI DATE: I CERTIFY THAT THE DESIGN OF THE WTER SY57EN 6 NN ACC 904 MCE WITH THE REQUIREMENTS PRESCRrIIED BY 7FE' ArAERSW COUNTY FIRE DEPARTMENT DATE:. UNTIL 1;) PEX MA P 200 600 1 " - 100 ft WATER NOTES 1. CONTRACTOR SHALL FUW#SH ANBD INST4L ALL FACILITIES IN ACCORC AMCE *97H LEE LAKE WATER DISTRICT (LLISQ) *LATER S15TEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS AND STAIIKDW DRA LLWD STANDARD SPECIFICATIONS AND STANDARD DRAWIAVGS ARE AW4NLAB _ A THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF OS7RNCT'S S IFICrI77ONS AND STANt RD DRAWINGS ON THE JOB SITE AT ALL TARES. 2. ALL PERMITS REQUIRED BY UW SHALL QBE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MAGE PART OF.. TIME SPECIFICATIONS. J. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF LLWD. 5. APPROVAL OF THESE PUNS BY LLWD DOES NOT CONSTITUTE A REPRESENTATION OF IHf ACCURACY OF THE LOCA77ON OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE 0771HIN THE LIMITS OF WORK. 6. THE CONTRACTOR SMALL NOTIFY THE LLWID S DISTRICT ENGINEER A MINIMUM OF ONE WEEK PRIOR TO BEGINNING WORK SO THAT INSPEC77ONS CAN BE ARRANGED AND PROVIDED. 7. THE LLWD INSPECTOR SHALL BE FLLRIWSH£D WITH THREE SETS OF PROJECT DRAWINGS. 8. THE CONTRACTOR SMALL CONFORM TO CURRENT CAL OSHA .SAFETY REQUIREMENTS. 9. THE CONTRACTOR SHALL SUBMIT TO TME LLWBD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER W 41CH CERIVIES THAT ALL TRENCH_ BACKFILL WAS COMPACTED AS DIAfiEC7ED BY THE SOILS DOGIINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND LLWD SPECIFICA11ONS. 10. JOB -MIXING OF CONCRETE IS NOT PERANTIED. 11. ALL CONCRETE TESTHVG REQUIRED BY TIME LLWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL PROVIDE MWT717N NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS To EXISTING SYS7t7M. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO .SAID SHUTDOWN TO 7NE LLWD DISTRICT ENGINEER. 13. ALL CONNECTIONS OR 77E -INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND D"WNWG OF THE EMSTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY THE DISTRICT. 14. EACH LOT SHALL BE SERWCED WITH A MINIMUM OF I' COPPER LITERAL W17H METER AND BACK FLOW PROTECTION DEICE. A 314 -INCH HIGH LETTER _W_ SHALL BE CHISELED IN THE TDP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS. 15. AIR VACUUM AND AIR RELEASE ASSEM&JES ShGAL.L BE INSTALLED IN ACCORDANCE WITH LLWD STANDARD DONOYNGS LLW-5, LLW-10, OR LLW-11. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER LINE PROFILE. FIBRE HYDNNlAN73 CAN BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEW LOCATED NEAR 7HE HIGH POINT OR LOW POINTS IN THE PROFILE. BLOW -OFFS SHALL BE INSTALLED IN CONFORMANCE TO LLWD-4. 16. ALL EXISTING FACIBL17YES TO BE TIED INTO SMALL BE FIELD WMFIED AND NOTES SHALL BE SUBMITTED To THE DISTRICT PRIOR TO CONNECTION. 17 WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORV ANCE WITH STANDARD SPECIFICATIONS. 18. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED AINNAWLIM DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS. IN ADDITION, ALL VALVES. PPELINES AND APIPLJR7ENANCE3 SHALL BE TESTED AT 10,! HIGHER THAN THE MIft" PIPELINE DESIGN PRESSURE VALVES SHALL BE CAPABLE OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITIQON. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THEE DISTRICT INSPECTOR. 19. CONTRACTOR SfNLL DISINFECT ALL PIPELINES AND APPURTENANCES EITHER PRIOR TO OR AFTER THEY HAVE BEEN SLIEQAECIED 70 HYDROSTATIC AND LEAKAGE TESTING. THE METHOD OF D15AMFECTIANC Sh4LL CONFORM 70 PROVISIONS OF AW11IA C-601 CUTEST). THE CONCENTR4710N OF THE DOSAGE APPLIED Sh44LL BE PRESCRASED BY THE DISTRICT AND SHALL BE AT LEAST 50 ppm AND IT SMALL NOT EXCECD 200 Ppm. CHLORI 47ED WATER SHALL REA44W IN THE PIPE LONG ENOUGH TO DESTROY ALL NON-SPORE-FONAHNG BACTERIA (MIN. 24 HOURS). 20. CONTRACTOR SHALL FLIM *SH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCOR04MCE TO LLWD STANDARD SPECFICATIOA6. 21. ALL MATERIALS, TESTING AND INSPECTION OF THE PAPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF LLWD AND TIME AWW A STANDARDS FAILURE 70 MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. 22. FIRE HYDRANT SMALL BE CONSTRUCTED IN ACCORDANCE WITH STiAINUARD DRAWINGS NOS. LLW-2, LLW-3, LLW-5. LLW-6, LLW-7, OR LLW-d. 23. WATER LINE COINCSTRWY70N SMALL BE 8- PVC (PVC, CML OR STEEL) IN ACCORDANCE WITH STANDARD DRIAWHNGSS NOS. LLW-22 AND LLW-25 FOR PVC PIPE AND LLW-28, LLW-29, AND LLW-32 THROUGH LLW-36. 24. THRUST BLOCKS SWILL BE CONSTRUCTED IN ACCORDANCE MATH LLWD STAN0ARD DRAWINGS NO. LLW-26. OWN 91A TLC 0 IRT► L. L. W. D. NOTE : APPROVAL OF THIS PLAN BY LEE LAKE 047ER DISTRICT DOES NOT CONSTTTUT£ A REPRESENTATION OF 7HE ACCURACY OF 7HE LOC47700V LIR EXISTENCE OF ANY UNDERGROUND UTILITY PIPES OR EXISTENCE OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES WITHIN THE UNITS OF THE PROJECT. SRI= SlTm CER?7FICA77ON WAM SYS7'FJi CBRTIl�'TCATION I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 27947 IS IN I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 27947 IS IN ACCORDANCE WITH THE SEWER SYSTEM MASTER PUN OF LEE LAKE WATER DISTRICT ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF LEE LAKE NATER DISTRICT AND THAT THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE FROM THE PROPOSED TRACT. TO SUPPLY NATER TO SAID PROJECT. THIS CERTIFICATE DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY NATER TO SAID PROJECT AT ANY SPECIFIC OTIE f4S, OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE: • r r L" F rF 1 mumrFR DATE T%Wf"TAT4W%ffK., W ERSME COUNTY, CA. R. .E. No. EXP. DATE: 630 9B Q = dw_: DATE: ISSA LEACH, R.C.E. 53.390 EXP. 6/30/99 acfka2n E/VQIINNeff S Cl rlL ENO/NEEM/NO • l ui rl f ANO a PL A NN/NO MW Aorc"T DINE, ANVEA9ADE CA 92504 TELT (009) WSW -0241 • FAX- (909) 088-0399 .E: AS NOTED BENCHMARK: . -u MI IQQ71 SEE LEFT SEE LAKE WATER DISTRICT SHEF i 'EWER k HATER IMPROVEMENT PLAINS TRACT NO. 27947-1 0F 6 scus COVER SHEET ME No FOR: 1fGHOVNAM4N INC. 5084 u IMWRAu RUE RE1011111LECTNVE PAVV" WiAAIrERS PER RWV. Co. EIRE DEPT. at firs vwwav s s � a • 'Ws- . Do,, kLaiw. .4,4, Q1': a" DATE: ••. 'Ti re, o rMtSTER taoEWff SWE OF bra APPROVAL THIS IS TO CBWWY AWMI RIVOERSM COUNTY DEPARTMENT OF HEALTH AOP 4E3 AWEDE,�ilM OF THE ITEMS CHECKED 70fSERER LAME L01IR IT (�//) MATER LIVE LAYOUT blwl6lz;"0p //'/7.?1%- 6 err, ► � � " � �. . Wl cfcls3t4A+► %& NOW 97 >cc BY: mouI DATE: I CERTIFY THAT THE DESIGN OF THE WTER SY57EN 6 NN ACC 904 MCE WITH THE REQUIREMENTS PRESCRrIIED BY 7FE' ArAERSW COUNTY FIRE DEPARTMENT DATE:. UNTIL 1;) PEX MA P 200 600 1 " - 100 ft WATER NOTES 1. CONTRACTOR SHALL FUW#SH ANBD INST4L ALL FACILITIES IN ACCORC AMCE *97H LEE LAKE WATER DISTRICT (LLISQ) *LATER S15TEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS AND STAIIKDW DRA LLWD STANDARD SPECIFICATIONS AND STANDARD DRAWIAVGS ARE AW4NLAB _ A THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF OS7RNCT'S S IFICrI77ONS AND STANt RD DRAWINGS ON THE JOB SITE AT ALL TARES. 2. ALL PERMITS REQUIRED BY UW SHALL QBE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MAGE PART OF.. TIME SPECIFICATIONS. J. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF LLWD. 5. APPROVAL OF THESE PUNS BY LLWD DOES NOT CONSTITUTE A REPRESENTATION OF IHf ACCURACY OF THE LOCA77ON OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE 0771HIN THE LIMITS OF WORK. 6. THE CONTRACTOR SMALL NOTIFY THE LLWID S DISTRICT ENGINEER A MINIMUM OF ONE WEEK PRIOR TO BEGINNING WORK SO THAT INSPEC77ONS CAN BE ARRANGED AND PROVIDED. 7. THE LLWD INSPECTOR SHALL BE FLLRIWSH£D WITH THREE SETS OF PROJECT DRAWINGS. 8. THE CONTRACTOR SMALL CONFORM TO CURRENT CAL OSHA .SAFETY REQUIREMENTS. 9. THE CONTRACTOR SHALL SUBMIT TO TME LLWBD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER W 41CH CERIVIES THAT ALL TRENCH_ BACKFILL WAS COMPACTED AS DIAfiEC7ED BY THE SOILS DOGIINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND LLWD SPECIFICA11ONS. 10. JOB -MIXING OF CONCRETE IS NOT PERANTIED. 11. ALL CONCRETE TESTHVG REQUIRED BY TIME LLWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL PROVIDE MWT717N NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS To EXISTING SYS7t7M. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO .SAID SHUTDOWN TO 7NE LLWD DISTRICT ENGINEER. 13. ALL CONNECTIONS OR 77E -INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND D"WNWG OF THE EMSTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY THE DISTRICT. 14. EACH LOT SHALL BE SERWCED WITH A MINIMUM OF I' COPPER LITERAL W17H METER AND BACK FLOW PROTECTION DEICE. A 314 -INCH HIGH LETTER _W_ SHALL BE CHISELED IN THE TDP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS. 15. AIR VACUUM AND AIR RELEASE ASSEM&JES ShGAL.L BE INSTALLED IN ACCORDANCE WITH LLWD STANDARD DONOYNGS LLW-5, LLW-10, OR LLW-11. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER LINE PROFILE. FIBRE HYDNNlAN73 CAN BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEW LOCATED NEAR 7HE HIGH POINT OR LOW POINTS IN THE PROFILE. BLOW -OFFS SHALL BE INSTALLED IN CONFORMANCE TO LLWD-4. 16. ALL EXISTING FACIBL17YES TO BE TIED INTO SMALL BE FIELD WMFIED AND NOTES SHALL BE SUBMITTED To THE DISTRICT PRIOR TO CONNECTION. 17 WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORV ANCE WITH STANDARD SPECIFICATIONS. 18. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED AINNAWLIM DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS. IN ADDITION, ALL VALVES. PPELINES AND APIPLJR7ENANCE3 SHALL BE TESTED AT 10,! HIGHER THAN THE MIft" PIPELINE DESIGN PRESSURE VALVES SHALL BE CAPABLE OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITIQON. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THEE DISTRICT INSPECTOR. 19. CONTRACTOR SfNLL DISINFECT ALL PIPELINES AND APPURTENANCES EITHER PRIOR TO OR AFTER THEY HAVE BEEN SLIEQAECIED 70 HYDROSTATIC AND LEAKAGE TESTING. THE METHOD OF D15AMFECTIANC Sh4LL CONFORM 70 PROVISIONS OF AW11IA C-601 CUTEST). THE CONCENTR4710N OF THE DOSAGE APPLIED Sh44LL BE PRESCRASED BY THE DISTRICT AND SHALL BE AT LEAST 50 ppm AND IT SMALL NOT EXCECD 200 Ppm. CHLORI 47ED WATER SHALL REA44W IN THE PIPE LONG ENOUGH TO DESTROY ALL NON-SPORE-FONAHNG BACTERIA (MIN. 24 HOURS). 20. CONTRACTOR SHALL FLIM *SH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCOR04MCE TO LLWD STANDARD SPECFICATIOA6. 21. ALL MATERIALS, TESTING AND INSPECTION OF THE PAPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF LLWD AND TIME AWW A STANDARDS FAILURE 70 MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. 22. FIRE HYDRANT SMALL BE CONSTRUCTED IN ACCORDANCE WITH STiAINUARD DRAWINGS NOS. LLW-2, LLW-3, LLW-5. LLW-6, LLW-7, OR LLW-d. 23. WATER LINE COINCSTRWY70N SMALL BE 8- PVC (PVC, CML OR STEEL) IN ACCORDANCE WITH STANDARD DRIAWHNGSS NOS. LLW-22 AND LLW-25 FOR PVC PIPE AND LLW-28, LLW-29, AND LLW-32 THROUGH LLW-36. 24. THRUST BLOCKS SWILL BE CONSTRUCTED IN ACCORDANCE MATH LLWD STAN0ARD DRAWINGS NO. LLW-26. OWN 91A TLC 0 IRT► L. L. W. D. NOTE : APPROVAL OF THIS PLAN BY LEE LAKE 047ER DISTRICT DOES NOT CONSTTTUT£ A REPRESENTATION OF 7HE ACCURACY OF 7HE LOC47700V LIR EXISTENCE OF ANY UNDERGROUND UTILITY PIPES OR EXISTENCE OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES WITHIN THE UNITS OF THE PROJECT. SRI= SlTm CER?7FICA77ON WAM SYS7'FJi CBRTIl�'TCATION I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 27947 IS IN I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 27947 IS IN ACCORDANCE WITH THE SEWER SYSTEM MASTER PUN OF LEE LAKE WATER DISTRICT ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF LEE LAKE NATER DISTRICT AND THAT THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE FROM THE PROPOSED TRACT. TO SUPPLY NATER TO SAID PROJECT. THIS CERTIFICATE DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY NATER TO SAID PROJECT AT ANY SPECIFIC OTIE f4S, OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE: • r r L" F rF 1 mumrFR DATE T%Wf"TAT4W%ffK., W ERSME COUNTY, CA. R. .E. No. EXP. DATE: 630 9B Q = dw_: DATE: ISSA LEACH, R.C.E. 53.390 EXP. 6/30/99 acfka2n E/VQIINNeff S Cl rlL ENO/NEEM/NO • l ui rl f ANO a PL A NN/NO MW Aorc"T DINE, ANVEA9ADE CA 92504 TELT (009) WSW -0241 • FAX- (909) 088-0399 .E: AS NOTED BENCHMARK: . -u MI IQQ71 SEE LEFT SEE LAKE WATER DISTRICT SHEF i 'EWER k HATER IMPROVEMENT PLAINS TRACT NO. 27947-1 0F 6 scus COVER SHEET ME No FOR: 1fGHOVNAM4N INC. 5084 ESSEN l _MMM _1000. X�-�EON Pi ■g = m 11111 I ME MEN 119 tl e �1 is qlmlki�ziw tip. Its BE" 2111111 _ =_ Mamma= SEE� moll SOU Jid J-11111111111111 EV-,, 411110 qAM 1111ii _xw&ff__ SLOSS, ct rm� f� i A. 17 .. m ►1� Q f&- ABL .i. .: • . 0 nvsEsos � r►w pm oil .j;_� X11 IA"� i4 2i • s..■■. 1 . e �� �.Aj *7 7 -P � ter: ��: •� �.r: � LEE LAKE WATER DISTRICT SEWER & wA TER ImpRo VEmENT PLANS '2 � COUNTY, CA. 6%ims No. CAM E N Ci / H IF E R S TRACT No. 2"47-01 OF f W. &-n_0♦ int �i CIVIL ENGIX EEIEI • f#ft rE rimq • PL A NNl # QA3E: T , 08W AM1 QST QRW ; FVEAX.RSIDE, 689 0504 ROLLING HILLS DRIVE FILE No. "i p1. SCALE: AS WTEo I mac: 5084 CIS LEACH. R.C.E. 53390 EXP. 6/30/99 1 DATE: JUNE. 1997 SEE SHEET N0. 1 FOR: K. HOMAM" PNC:. I W=� MWS! SI=-@ ..... _ d -"Mimi *God �0 ORR O. � SNEEZES! "Won AMEMENDa ll` W, Jul BOOMERS: E ERI�A N %NES M W. IIEII E sQwon Ell ! ME' ��, 61REWFE12010: 4 U4,11 RAV,i,., 0 TA ��3 Li:2A Wr $ ..... INN 111 SL " J► t, Ok , �► . t •• a ��i., �� rl i TW � IF_5 111 �.:_. so: M slid"`l ..*ANN jff.'fiM.ait. pow MINiNIC - cit AWIP 4 , W.26 U M~ M 16SI4Y ¢. L 10 If YlYWUL f :. TT mommoma mossmoo i mom meson PAr.4 Emommoommmson RAD. T . 1 N3T 1 NONSENSE 01 0- 1 = 'R= 1 'T 41. , It 011010101001 "i so MEMO 10 moo i 7V 30.49 NONEIM L: i eLLm NONE IM1mM1M11MM1V i 110101010110101001 t 101001100101011101 ■ONEow Doss ON A arm `0 copprot floor OR. OODVIEW DR. PA, � e l 44 13 >►« 2, W, -A C_ �14 i �. mv15,w;bmL r r r. ii ter. 1ft w 14 is cLAr cAA1rAV" ®& limasAmum i 110100101011001101 PAr.4 B ,«, RAD. T . 1 N3T 1 NONSENSE 01 0- 1 = 'R= 1 'T 41. , It Em r "i 4 i 10 d i 7V 30.49 I 1 i � N • i i 110101010110101001 t 101001100101011101 ■ONEow Doss ON NEMESES NEMESES 4 10011001010 4- SENSE04 010101011001 ®EMESES M010101100161, NOMIEE SOMEONE RON OEM IS 11 1 -4 - NEE mi Emmm Em X0101011001011 E ; 1 pp ain `0 copprot floor OR. OODVIEW DR. PA, � e l 44 13 >►« 2, W, -A C_ �14 i �. mv15,w;bmL r r r. ii ter. 1ft w 14 is cLAr cAA1rAV" ®& limasAmum i 110100101011001101 PAr.4 B ,«, RAD. T . 1 N3T 1 NONSENSE 01 0- 1 = 'R= 1 'T 41. , It Em r "i 4 i 10 d i 7V 30.49 I 1 i � N • i i 110101010110101001 t 101001100101011101 ■ONEow Doss ON NEMESES NEMESES 4 10011001010 4- SENSE04 010101011001 ®EMESES M010101100161, NOMIEE SOMEONE Emmons -4 - NEE mi Emmm Em E ; 1 `0 copprot floor OR. OODVIEW DR. PA, � e l 44 13 >►« 2, W, -A C_ �14 i �. mv15,w;bmL r r r. ii ter. 1ft w 14 is cLAr cAA1rAV" ®& limasAmum wA rER 110100101011001101 PAr.4 B ,«, RAD. T . 1 N3T 1 NONSENSE 2 0- 1 = 'R= 1 'T 41. , It Em r "i 4 o 10 d 1 N 30.49 10011001011MMISS =1 9. MENOMONEE 5 N 45.37 010111100101011101 110101010110101001 101001100101011101 ■ONEow Doss ON NEMESES NEMESES 4 10011001010 SENSE04 010101011001 ®EMESES M010101100161, NOMIEE SOMEONE Emmons NEE mi Emmm Em SEF S#rrr f4 of 10 IRA c r Ara. tt J1! Sm* I" _ Ai, mL Flit 10s , 4 fB ; 1 r a j 1 t I{ i -- f - - +- + i i 1 r - , r i i Ala#'/VffERS !y/1/91�a • /rA/t 1'iM0 •'L A NN/ Na 1 ,A9M-'QRT DAM;I�N"VER E, CII 02504 lME�p�` am -ma _ ! fAIG fsPfi97 am -0599 ir-- wf: SEE SHEET N0. 1 wArcR comsr#vcf/o# *vres 10. CONSTRUCT i C -MA GU MS 150, PV C. POWLMAE PIR I LLM STD DNC Nos LLN-22 ! LLO-29 11. CONSTRUCT i- MMVDff NOW MIY.ME (M,N) MW t,LMD STD. DWG. NO. LL06-JO 12. CONSTRUCT a 01ESMAk FRE hWMC ASSUMLY P'EIII LLNV STD. DOG. NO.S LLMC -7 & LOW-# 13. CONSTRUCT 40 SLA! -OFF A959MY PV LLM SR1. DD:. NO LLr 4 15. CONSTRUCT I- C'L' W ■ TV APKff ABY PER LjLMD SYD DWG NO. S LLOI.1 J t LLM'-14 17. CONSTRUCT S" X So X e OW AM I f' PER LLM ST#!. DWG NOS LLW-29 20. CONSTRUCT a GST OW 9W OP AN LLNV STD DMOL NO LLW 24 21. CONSTRUCT RAW SLOW MR LLMF! STD OWC- NAD. LLW-N 22. INSTALL 8' Wr W ASIMMY SEWER crlArJfRd'CT/oA+ NoTEs (D CONSTRUCT 80 P.VC CONSTRUCT AWAME OW LLM SM DNS NO S-1? OCONSTRUCT 4- S11ER L41VW CONSTRUCT REQ, CLEAAW(ff PER LLM STb, DWG. NO S- IS QCONSTRUCT 4- JAMPLOW MMLME ASSY PER LLWD STL). DW NO S-29 SEffFR DA TA El 2FrEYri4NiAG t�S'1r E A 1?iQ. 1 NJ7*-V * 1 **W 249.94 2 44.09'34 - L-236.59' T=119.26' =294.00' wA rER P.4 rA PAr.4 B ,«, RAD. T . 1 N3T 1 154.1 2 0- 1 = 'R= 1 'T 41. , It 0- 41 -170. 55 R=313.00 =91.78 4 o L= .00 = 13.00 T= .50 1 r a j 1 t I{ i -- f - - +- + i i 1 r - , r i i Ala#'/VffERS !y/1/91�a • /rA/t 1'iM0 •'L A NN/ Na 1 ,A9M-'QRT DAM;I�N"VER E, CII 02504 lME�p�` am -ma _ ! fAIG fsPfi97 am -0599 ir-- wf: SEE SHEET N0. 1 wArcR comsr#vcf/o# *vres 10. CONSTRUCT i C -MA GU MS 150, PV C. POWLMAE PIR I LLM STD DNC Nos LLN-22 ! LLO-29 11. CONSTRUCT i- MMVDff NOW MIY.ME (M,N) MW t,LMD STD. DWG. NO. LL06-JO 12. CONSTRUCT a 01ESMAk FRE hWMC ASSUMLY P'EIII LLNV STD. DOG. NO.S LLMC -7 & LOW-# 13. CONSTRUCT 40 SLA! -OFF A959MY PV LLM SR1. DD:. NO LLr 4 15. CONSTRUCT I- C'L' W ■ TV APKff ABY PER LjLMD SYD DWG NO. S LLOI.1 J t LLM'-14 17. CONSTRUCT S" X So X e OW AM I f' PER LLM ST#!. DWG NOS LLW-29 20. CONSTRUCT a GST OW 9W OP AN LLNV STD DMOL NO LLW 24 21. CONSTRUCT RAW SLOW MR LLMF! STD OWC- NAD. LLW-N 22. INSTALL 8' Wr W ASIMMY SEWER crlArJfRd'CT/oA+ NoTEs (D CONSTRUCT 80 P.VC CONSTRUCT AWAME OW LLM SM DNS NO S-1? OCONSTRUCT 4- S11ER L41VW CONSTRUCT REQ, CLEAAW(ff PER LLM STb, DWG. NO S- IS QCONSTRUCT 4- JAMPLOW MMLME ASSY PER LLWD STL). DW NO S-29 SEffFR DA TA El 2FrEYri4NiAG t�S'1r E A 1?iQ. 1 NJ7*-V * 1 **W 249.94 2 44.09'34 - L-236.59' T=119.26' =294.00' LEE LAKE WATER DiSTR1CT ��,4 EVER & wATE'R LYPROY�EN7' PLANS TRACT NO. 2?9+I'T-1 0F is < WUOlDYIEW DRIVE FU No. Fes: L HOiTIINlIK IIV0. 5084 9/2•. l wA rER P.4 rA PAr.4 B ,«, RAD. T . 1 N3T 1 154.1 2 0- 1 = 'R= 1 'T 41. , 3 0- 41 -170. 55 R=313.00 =91.78 4 o L= .00 = 13.00 T= .50 5 1 N 30.49 LEE LAKE WATER DiSTR1CT ��,4 EVER & wATE'R LYPROY�EN7' PLANS TRACT NO. 2?9+I'T-1 0F is < WUOlDYIEW DRIVE FU No. Fes: L HOiTIINlIK IIV0. 5084 9/2•. l s rREEr c/L PAr.4 BEARING Z DISTANCE 7 RAD -7 T 1 N 1 100.30 2 N 1 154.17 3v=1 ? 4 1. 'R=.'T 4 . ' 4 0= =1 9. 'R.300.00'1-61.77' 5 N 45.37 LEE LAKE WATER DiSTR1CT ��,4 EVER & wATE'R LYPROY�EN7' PLANS TRACT NO. 2?9+I'T-1 0F is < WUOlDYIEW DRIVE FU No. Fes: L HOiTIINlIK IIV0. 5084 9/2•. l LA ki�`_►� rk m � La" I on so so —T ---F— T-- ` T -- — —'-- BEARING DISTANCE AN. RAD. 1 N36'3659" E 259.50' 2 }} "E 106-51' 3 09' 10'02" L= 47.04' T= 23.57' R=X794.00' c # -_ ML x � , J[z 1 I 1 +-- 1 j i i } i 1 a ! t i j # 1 1 } j 1 I 1 i W 1 . 15 � r' -'r 14 t � f � a i ! r t . 1 s - 1 I { • I � IWA - i } - - — } -4— 4 — — ! — -- - — -- 1_ t } r - �;= - low— �s '-f. ft' LA ki�`_►� rk m � La" I on so so —T ---F— T-- ` T -- — —'-- BEARING DISTANCE AN. RAD. 1 N36'3659" E 259.50' 2 }} "E 106-51' 3 09' 10'02" L= 47.04' T= 23.57' R=X794.00' c # � ML x � , J[z 1 I 1 +-- 1 j i i } i 1 a ! t i j # 1 1 } j 1 I 1 15 DA TA SEN'£R DA TA ❑ BEARING DISTANCE AN. RAD. 1 N36'3659" E 259.50' 2 i I} "E 106-51' 3 09' 10'02" L= 47.04' T= 23.57' R=X794.00' c # � ML x � , J[z NEI +-- i i } i 1 a ! t i j 1 1 I i W 1 . 15 � r' -'r 14 15 . SEE SArEET t R©L i /MC #1L L S 0R. O c e 3 II e E/ i wo 4a r/Ear OR. F101,134ol ry Viol I OAL t i_1 j 1e:llMx4_16411 �1 � =moi - Milo"- 48 0 R0L L /N6 #1L L S DR. 40 so 1210 See(* 1.: 40, DATE: ! A •. RAE C"TY, CA. NL Ali R.C.E. ta. _ EXP. DAN: ff m Q 114 E E R S t= CIVIL AFRaiNEERINO • SURVEYING • PLANNING - _DATE: (M20 AMORT DVNVE, AIVERSDE, CA 92504 rftr (OM) OW -0241 • FAX (909) 688-0599 1 SCALL LEACH. R.C.E. 533M EXP. 6/30AW AS NOTED �: SEE SHEET N0. 1 0. CONSTRUCT 8' C-9001, CLASS 150, P.V.C. PIPELINE PER LLWD STD. DWG. NO.S LLW 22 t LLW-25 11. CONSTRUCT 8' AE'SXAENT WEDGE MdMILW (FXGT,FXF) PER LLWD STD. DWG. NO. LLW-30 l2. CONSTRUCT 6' RESADENTAL FIRE h'YDMNT ASSEMBLY PER LLWD STD. DWG. NO.S LLW-7 & LIOW-8 13. CONSTRUCT 4' BLOW—OFF ASSE WLY PER LLWD STD. DOW- NO. LLW-4 15. CONSTRUCT 1' COPPER NN7ER SERMCE ASSEMBLY PER LLWD STD. DWG. NO.S LLW-13 & LLW-14 17. CONSTRUCT 8' X 8' X 8' CAST PON TEE PER LLWD STD. DWG. NO.S LLW-29 20. CONSTRUCT 8' GST 0ON END CAP PER LLWO STD. DNIG. NO. LLW-24 21. CONSTRUCT TMST BLOCK PER LLWD STD. DW NO. LLW-26 SEWER CONSTRUCT/ON NOTES 1O CONSTRUCT 8' P.V.C. SEWR OCONSTRUCT "4004OLE PER LLWO STD. DOC. NO. S-12 CONSTRUCT 4' SEWER LATERAL 4O CONSTRUCT RESMNT14L CL.EANOLJT PER UXV STD. DWG. NO S-18 5O CONSTRUCT 4' JVlCM0W 44LW ASSEMY PER LLWD STD. DWG. NO. S-29 DA TA SEN'£R DA TA ❑ BEARING DISTANCE AN. RAD. 1 N36'3659" E 259.50' 2 N36'3659 "E 106-51' 3 09' 10'02" L= 47.04' T= 23.57' R=X794.00' 4 N45'47'01 "E 105.94' J[z NEI . SEE SArEET t R©L i /MC #1L L S 0R. O c e 3 II e E/ i wo 4a r/Ear OR. F101,134ol ry Viol I OAL t i_1 j 1e:llMx4_16411 �1 � =moi - Milo"- 48 0 R0L L /N6 #1L L S DR. 40 so 1210 See(* 1.: 40, DATE: ! A •. RAE C"TY, CA. NL Ali R.C.E. ta. _ EXP. DAN: ff m Q 114 E E R S t= CIVIL AFRaiNEERINO • SURVEYING • PLANNING - _DATE: (M20 AMORT DVNVE, AIVERSDE, CA 92504 rftr (OM) OW -0241 • FAX (909) 688-0599 1 SCALL LEACH. R.C.E. 533M EXP. 6/30AW AS NOTED �: SEE SHEET N0. 1 0. CONSTRUCT 8' C-9001, CLASS 150, P.V.C. PIPELINE PER LLWD STD. DWG. NO.S LLW 22 t LLW-25 11. CONSTRUCT 8' AE'SXAENT WEDGE MdMILW (FXGT,FXF) PER LLWD STD. DWG. NO. LLW-30 l2. CONSTRUCT 6' RESADENTAL FIRE h'YDMNT ASSEMBLY PER LLWD STD. DWG. NO.S LLW-7 & LIOW-8 13. CONSTRUCT 4' BLOW—OFF ASSE WLY PER LLWD STD. DOW- NO. LLW-4 15. CONSTRUCT 1' COPPER NN7ER SERMCE ASSEMBLY PER LLWD STD. DWG. NO.S LLW-13 & LLW-14 17. CONSTRUCT 8' X 8' X 8' CAST PON TEE PER LLWD STD. DWG. NO.S LLW-29 20. CONSTRUCT 8' GST 0ON END CAP PER LLWO STD. DNIG. NO. LLW-24 21. CONSTRUCT TMST BLOCK PER LLWD STD. DW NO. LLW-26 SEWER CONSTRUCT/ON NOTES 1O CONSTRUCT 8' P.V.C. SEWR OCONSTRUCT "4004OLE PER LLWO STD. DOC. NO. S-12 CONSTRUCT 4' SEWER LATERAL 4O CONSTRUCT RESMNT14L CL.EANOLJT PER UXV STD. DWG. NO S-18 5O CONSTRUCT 4' JVlCM0W 44LW ASSEMY PER LLWD STD. DWG. NO. S-29 jwA TER DA TA SEN'£R DA TA ❑ BEARING DISTANCE AN. RAD. 1 N36'3659" E 259.50' 2 N36'3659 "E 106-51' 3 09' 10'02" L= 47.04' T= 23.57' R=X794.00' 4 N45'47'01 "E 105.94' jwA TER DA TA BEARING 0 BEARING /ZN, DISTANCE RAD.1 TAN. 1 1 N45-47-01 T 36.71 STREET CENTER L /N£ DATA 0 BEARING 0 DISTANCE/TAN. RAD. 1 N36'3659 "E 370.54' 2 09'10'02" L= 48.00' T= 24.05' R=,300.00' j N45'47'01 "E 100.00' LEE LAKE WATER DISTRACT NO. EVER do HATER IMPROVEMENT PLAINS S TRACT NO. oF AsH BRIARWOOD DRIVE FOS: S HOYl�ilNlAlif !N sos4 X-9112 dW10 t : f r _ t ? t r 1 t t i j . , t r ! L I STA 16+66-00 --{-+--�- -r- j { 1 I! 1 "LLT -a 1 � , r . ; , , f j : J : , tt + t _ 1 r , i r t �- { r , w , 4-- ■i i� MU U r V k, 44 �I h �Q a V V 2 2 V V CRIMSON APPR O I F AM _ .. Air -f, owe 40 d0 iii"!!!% Sca40 1 " = 40' 120 SEWER CONSTRUCT/ON Nd TES fO CONSTRUCT 8" PVC. ,SEWER 2O CONSTRUCT MANHOLE PER LLWD STD. DWG, NO. S-12 OCONSTRUCT 4' SEWER LATERAL OCONSTRUCT RESIDENTIAL CLEANOUT PER LLWD STD. DWG. NO. S-18 OCONSTRUCT 4" BACKFLOW VALVE ASSEMBLY PER LLWD STD_ DWG. NO. S-29 APISOM ff: DATE: ��►„/!Vv 7 PORTAT PT, RIVERSIDE couNTY, CA. R.C.E. No. 3 .EXP. OATE: M30196 E N Gi 114 EER s uj� = ff O: CIrlL ENGINEERING* SURVE1'ING • PLANNING DATE: 7 _ W20 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX, (909) 688-0599 SCALE: AS N01p BENCHMARK: CHARISSA LEACH, R.C.E. 53390 EXP. 6/30/99 1 DATE- JUNE, 1997 SEE SHEET NO. 1 SEWER OA rA ❑ BEA RINGIL DISTANCE TAN. RAD. 1 N21 '29'05 "E 92.45' 2 21 `40'38" L=1 15.77' T=58.59' R=306.00' 1 01'30'47" L= 8.08' T= 4.04' R=306.00' 4 1 NO 1 '42'20 "W 150.59' t Y , r { r 4 a t , l i r i 1 f ROW , to tt 12 13 m!Wn - - 14 sre SWEET ? ` _ R 0 1 L /#c til/L L/"S 0#. n ■i i� MU U r V k, 44 �I h �Q a V V 2 2 V V CRIMSON APPR O I F AM _ .. Air -f, owe 40 d0 iii"!!!% Sca40 1 " = 40' 120 SEWER CONSTRUCT/ON Nd TES fO CONSTRUCT 8" PVC. ,SEWER 2O CONSTRUCT MANHOLE PER LLWD STD. DWG, NO. S-12 OCONSTRUCT 4' SEWER LATERAL OCONSTRUCT RESIDENTIAL CLEANOUT PER LLWD STD. DWG. NO. S-18 OCONSTRUCT 4" BACKFLOW VALVE ASSEMBLY PER LLWD STD_ DWG. NO. S-29 APISOM ff: DATE: ��►„/!Vv 7 PORTAT PT, RIVERSIDE couNTY, CA. R.C.E. No. 3 .EXP. OATE: M30196 E N Gi 114 EER s uj� = ff O: CIrlL ENGINEERING* SURVE1'ING • PLANNING DATE: 7 _ W20 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX, (909) 688-0599 SCALE: AS N01p BENCHMARK: CHARISSA LEACH, R.C.E. 53390 EXP. 6/30/99 1 DATE- JUNE, 1997 SEE SHEET NO. 1 STREET CENTER L /NE DATA SEWER OA rA ❑ BEA RINGIL DISTANCE TAN. RAD. 1 N21 '29'05 "E 92.45' 2 21 `40'38" L=1 15.77' T=58.59' R=306.00' 1 01'30'47" L= 8.08' T= 4.04' R=306.00' 4 1 NO 1 '42'20 "W 150.59' STREET CENTER L /NE DATA BEARINGIL DISTANCE/TAN.IRAO. 1 N21 *29'05 "E_ 98.45' 2 23' 1 7'25 " L= 121.42' T=61.55' R=300.00' ,3 NO 1.42'20 "W 138.45' LEE LAKE WATER DISTRICT SEWER & WATER IMPROVEMENT PLANS TRACT NO. 27947-1 CRIMSON DRIVE FOR: K HOVNANIAN INC. OF 0 � FILE No. 5084