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HomeMy WebLinkAboutS_5263_S---· /RV/NE RANCH WATER DISTRICT GENERAL WATER NOTES: 1. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO !RWD'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. 2. TH£ DISTRICT ENGINEERING OFFICE SHALL 8£ CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615. 3. A PRE-CONSTRUCT/ON CONFERENCE OF REPRtSENTAT!VES FROM AFFECTED AGE.NC/ES AND· TH£ CONTRACTOR SHALL BE HELD ON TH£ JOB SITE 48 HOURS PRIOR TO START OF WORK. 4. TH£ WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM OF 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. 5. ANY WATER SERVICE FOUND TO 8£ WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT TH£ PROPER LOCATION, AT NO COST TO THE DISTRICT. 6. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. 7. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE 10 INCHES AND SMALLER SHALL BE A MINIMUM OF 42 INCHES BELOW THE FINISHED SURFACE AND 48 INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. 8. ALL PUBLIC FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4 INCHES ABOVE TH£ CONCRETE PAD OR SIDEWALK AND SHALL BE LOCATED A MINUMUM OF THREE (3) FEET FROM TH£ £.C.R. OR 8.C.R. AT INTERSECTION. 9. ALL WATER LINES 6" THROUGH 12" SHALL BE CLASS 200, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. 10. NO TAPS OR OTHER CONNECTIONS SHALL 8£ MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. 11. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, TH£ ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. 12. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA 13. CURBS SHALL BE INSCRIBED WITH A 'W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES, BY USE OF A 4" GRINDER 14. INDIVIDUAL PRESSURE REGULA TORS WILL BE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE AVERAGE STATIC PRESSURE IN THE MAIN IS 80 P.S.!. OR MOR£. 15. CURBS SHALL BE INSCRIBED WITH Tl£ DOWNS FOR ALL VALVE LOCATIONS, BY US£ OF A 4" GRINDER. 16. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. 17. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 7.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. 18. THE CONTRACTOR WORKING ON !.R.W.D. WATERLINES MUST MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. 19. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF CONSTRUCTION. /RV/NE RANCH WATER DISTRICT GENERAL RECLAIMED WATER NOTES: 1. ALL OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEMS. 2. RECLA/MEO WATER PIPE SHALL BE PURPLE PVC C-900 PIPE, CLASS 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WATER. 3. ALL 1 INCH AND 2 INCH COPPER SERVICES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END. POINT OF CONNECTION (SEWER) POINT OF CONNECTION (WATER) UNDERGROUND SERVICE ALERT ~ -Call:Toll FREE CITY OF NEWPORT BEACH APPROVAL FOR PRIVATE ONSITE SEWER ONLY \ ~ "-J) 1-800 ~ 422-4133 TWO WORKING DAYS BEFORE YOU DIG ~CAUTION": Remember that the USA Center notifies only those utilities belonging to WATER & SEWER IMP. PLAN CITY OF NEWPORT BEACH CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS NEWPORT BEACH TEMPLE ---- JOHN WAYNE AIRPORT BALBOA ISLAND UNIVERSITY OF CALIFORNIA lRVINE VICNTY MAP NO SCALE .. --~~.~~· .•· -~· ~~~~=:;; ' ' ' ' ' > , ylif-. '-". ~1'/. ' ' --:-: -'---:,f-"""'':;- IRVINE INDEX MAP POINT OF CONNECTION (WATER) f'-!20' NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMlt IS VALID UNLESS THE FOLLOWING IS PERFORMED : 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY !.D. NUMBER __________ • 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UND£RGROUND SERVICE ALERT (1-'800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. ' \ □ SHEET INDEX SHEET NO. DESCRIPTION TITLE SHEET 2 WATER PLAN 3 SEWER PLAN & PROFILE LEGEND ., -0-- --w-- 0 0 ® T.C. E.G. B.C. X. P.R.C. P.O.C. M.H. c.o. !NV. FIRE HYDRANT SEWER MAIN AND MANHOLE WATER MAIN STORM DRAIN LINE INDICATES STREET SHEET NUMBER IRRIGATION METER GATE VALVE TOP OF CURB END OF CURVE BEGINNING OF CURVE POINT OF REVERSE CURVE POINT OF CONNECTION MANHOLE CLEANOUT POINT OF CONNECTION (SEWER) P= D.I.P. INVERT ELEVATION PAD ELEVATION DUCTILE IRON PIPE POLYVINYL CHLORIDE NOT TO SCALE EASEMENT P.V.C. N.T.S. ESMT. MAP DATE IDENTIFIER OATE OF LATEST CHANGE TO THIS MAP I 08/07/03 BY:ML I /RV/NE RANCH WATER DISTRICT GENERAL SEWER NOTES: 1. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCT/ON MANUAL~ AS LAST REVISED. 2. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. 3. THE CONTRACTOR SHALL OBTAIN A COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. 4. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615. 5. A PRECONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSTRUCTION WORK. 6. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 7. STATIONS SHOWN AS I 0+00.00I ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 8. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. 9. ALL MANHOLE LIDS ARE TO HAVE "IRWD" CAST THERV:i~),f AS SHOWN IN STD. DRAWING S-4. 10. THE DISTRICT WILL INSPECT AND TEST THE SEWER CO~ECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PR/VATELY-O'i,4/ED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE CITY OF !RV/NE. 11. INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCT/ON MANUAL''. AS LAST REVISED. 12. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF TH£ DISTRICT INSPECTOR, BEFORE COMPLETION OF ALL LEAKAGE TESTS. 13. PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE, AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. 14. ALL SEWER MAIN LINES 6 INCHES AND LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM, A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION. 15. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. 16. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING TH/J; PLANS SHALL FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN. 17. CURBS SHALL BE INSCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER f.'TFP.AI.S. RY IIC:F r.r A A" GRINDER. , _,..,w,7'"' • ,i;/;J-\-i,f½M,\h/,,,,,.,.-~-CC'C",'i>· ,,_-_ ~,·' ' 18. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS, BY USE OF A 4• GRINOCR. 19. TRENCH BACKFILL, ON ALL SEWER AND WATER TO BE DEDICATED TO THE DISTRICT, SHALL BE COMPACTED TO 90% RELATIVE DENSITY AS DETERMINED BY THE FIVE-LAYER TEST METHOD (CALIFORNIA 216G). TESTS WILL BE REQUIRED EVERY 300 FEET OF TRENCH OR AS DETERMINED BY THE DISTRICT INSPECTOR. THE DEVELOPER SHALL SUBMIT WRITTEN RESULTS .OF COMPACTION TESTING. TO THE DISTRICT BEFORE ACCEPTANCE. IF IN DEDICATED STREET OR FUTURE STREET, COMPACTION WILL BE AS REQUIRED BY GOVERNMENTAL AGENCY HAVING JURISDICTION, BUT NO LESS THAN 90% RELATIVE COMPACTION. 20. DISTRICT WILL INSPECT AND TEST THE MAIN LIN£ SEWER ONLY. SEWER LATERALS FROM THE MAIN LINE OR PROPERTY LINE TO BUILDINGS THAT ARE PRIVATE WILL BE INSPECTED AND TESTED BY THE COUNTY OF ORANGE. 21. THE CONTRACTOR WORKING ON I.R.W.D. SEWER MAINS MUST HAVE A C-34 LICENSE OR A CLASS A CONTRACTORS LICENSE. 22. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM THE STATE OF CALIFORNIA. REGIONAL WATER QUALITY CONTOL BOARD PRIOR TO START OF EXCAVATION. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PRIOR TO CONSTRUCTION OF ANY CONCRETE STRUCTURE, THE CONTRACTOR SHALL VERIFY WITH THE SOILS ENGINEER, TH£ TYPE OF CONCRETE RECOMMENDED. EXISTING UNDERGROUND STRUCTURES : THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUfl KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE P4ANS. THE CONTRACTOR IS REQUIRED TO TAKE TH£ PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT jSHOWN ON THESE PLANS. IT SHALL BE TH£ CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONT!rACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERfJROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE C()NDIT/ONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO.)ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT! THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM!iTED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHA~L DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER, AND THE COUNTY OF ORANGE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SO/JE NEGLIGENCE OF OWNER ENGINEER, OR COUNTY OF ORANGE. ' U') (II (II N .._ .., (II .._ N (II the center. There could be other utilities present at the work site. Toe ~mer will mform you of whom they will notify. I pATE OF THliPLOT 11710 03 I i:i"" ~(; SIGNED ______________ DATE:______ SIGNED : ______________ DATE:______ cicv;~, '3""' G8 ~::[::[-1r_-_-_-11_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_~=-=_=_~=-=_=_=_=_=_~=-=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_~=-=_=_=_~~----_-_-_-1T_-_-_-_-_-1T_-_-_-_-_-~-~-~~~~~~~~!~;~;~~;~=~~;~;=~;1~;~~~;~l~_-_-_-_-_~_=_:~;::::::~:..... ....... ______ -'------r------,---,------=:'.::. __ 1.. __ -, _______ :":".":"==-~~=~~~--.1:-:-:-:-:!E:1i'I1111:1~"t~-:-:-:"j~~,.., [ IRWD CODE: 3966 ::;.' IRVINE RANCH WATER DISTRICT OWNER DATE PLANS PREPARED BY: WATER & SEWER PLAN PERMIT NO. APPROVAL OF SANITARY SEWER, DOMESTIC WATER DRAWN BY: ML 01/24/02 T/Tl.E SHEET ~ ~ AND RECLAIMED WATER FACILITIES THE CHURCH OP ■HUNSAKER & ASSCfCIATES CHURCH OF JESUS CHRIST OF LATTER-DAY ct. CODE 396 /0 40161P, 50161P Jm('lu('I CHRI«:.'T 1 • v I N E • 1 N c • SAINTS NEWPORT BEACH TEMPLE 1--'------la:: JO Ii,)) " , I.): DATE PLANNING • ENGINEERING ',};, SURVE't]NG \::! II Three Hughes• lr.-ine, CA92&1S • PH:(949)583·101(} •:l!X:{949),563-0759 2300 BONITA CANYON ROAD 1 0 .,.-r ,........, .. _n .. vo•n . ....., DESIGNED BY: ML 01/24/02 1----------...;,;,NE;;;W.;.;P...;O;.;.R;.;.T...;B;;;EA;;.;,;;C;,.;H,:..,;;CA;.;_ _________ ~SHEET --'---~ ( DATE r ...,.,. ,..,..., &RU. '3ftLA &<> UNDER THE SUPERVlS!ON OF, SUPERVISED BY DATE S142BONITACANYONFK>AD DATE CrTY OF NEWPORT BEACH <Id~ REVISIONS DATE NEWPORTBEACH,CA CHECKEDBY:PHILD.01/24/02 COMMUNITY OF 3 ~" ... __ ..___,__..,_ _____________________________ ...J._A_PP_ . ...J. __ .1-~R~~l~~E~D~~;.J._ _________ ~D~M~E_JL.. ____________ _1. _____ L _ __iP~H~IL~D~.~~~;;,;J~~~,~-.~1~/0~4)U..._.:..:.:.:,::.:.:..::..:..:.:..:~~D~EV:..:.,:E~L~O~P~M.::.::,E~N~T_.:::D~E~P~A:R~T~M~E~N:T:..__1. ____ _J~c V, :s: 7 6 5 4 1-\J \·\t1-0~ MJ 2·\8-0'l NO. BY DATE s BY L:\LDS-Newport Beach\Sewer\SHT01.dwg NO. t i J / 11. 14.03 SEWER LINE INVERT ELEVATIONS LOWERED FOR CONNECTION TO BUILDING NO. DATE REVISIONS APP. DATE ESTIMATE OF QUANTITIES DESCRIPTION QTY. UNITS ©:=:-@-~ ®-~ ~ @- ~ ~ @fr_ ~ @- @- @- PUBLIC WATER CONSTRUCTION NOTES INSTALL 8" C900 P. V. C. CL 200, PER IRWD STD. W-11 INSTALL 2" P. V.C. PER IRWD STD. W-11 INSTALL 8" 90° ELBOW AND THRUST BLOCK PER IRWD STD. W-12 INSTALL 6" PVC PER IRWD STD. W-11 REMOVE BLIND FLANGE & JOIN EXISTING 8" WATER LINE INSTALL 2" WATtR SERVICE PER IRWD STD. W-2 INSTALL 2" REDUCED PRESSURE BACKFLOW ASSEMBLY PtR !RWD STD. INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. W-6 INSTALL 8" 45° ELBOW AND THRUST BLOCK PER IRWD STD. INSTALL 8" 22 1 /2° ELBOW AND THRUST BLOCK PER IRWD W-12 STD. W-12 INSTALL 8" 11 1/4° tLBOW AND THRUST BLOCK PER IRWD STD. W-12 INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. W-6 INSTALL 8"x8"x6" TEE AND THRUST BLOCK PER IRWD STD. W-12 INSTALL 8" GATE VALVE PER IRWD STD. W-7 INSTALL CUT-IN TEE, PER DtTAIL HEREON W-20 INSTALL 6" DOUBLE CHECK BACKFLOW ASSEMBLY WITH FIRE DtPARTMENT CONNECTION, PER IRWD STD. W-16 4 WAY (2) 2-1/2" INSTALL 8" DOUBLE CHECK BACKFLOW ASSEMBLY PER IRWD STD. W-16 INSTALL 6" GATE VALVE PER IRWD STD. W-7 @--INSTALL ®-INSTALL 8"x8"x8" TEE AND THRUST BLOCK PER N.B. STD 510-L-A 8" DUCT/CLE IRON PIPE CL 50, PER IRWD STD. W-11 @- ©- INSTALL TWO WIRE TEST STATION AT EACH END OF DIP, PER IRWD STD. CP-1 PRIVATE WATER CONSTRUCnON NOTES INSTALL 6" PVC, PER IRWD STD. W-11 INSTALL Et' PVC, PER IRWD STD. W-11 INSTALL 6" 90° ELBOW AND THRUST BLOCK PER IRWD STD. INSTALL 6'' 45° ELBOW AND THRUST BLOCK PER IRWD STD. W-12 W-12 INSTALL 8" 90° ELBOW AND THRUST BLOCK PER IRWD STD. W-12 INSTALL 8" 45° ELBOW AND THRUST BLOCK PER IRWD STD. W-12 INSTALL 8" 22-1 /2° ELBOW AND THRUST BLOCK PER IRWD STD. W-12 INSTALL 6"x6"x8" TEE AND THRUST BLOCK PER N.B. STD 510-L-A INSTALL FIRE DEPARTMENT CONNECTION -2-1 /2" SINGLE INLET, POLISHED BRASS PLATE BRANDED "STANDPIPE". POWHATAN #12-196 OR UL LISTED EQUAL. OUTLETS TO BE 18" TO 24" ABOVE ADJACENT GRADE. INSTALL 6"x6"x6" TEE AND THRUST BLOCK PER N.B. STD 510-L-A in a, a, N ..... M a, ..... N a, •·t·· . . ---- l --). l {N~..t:-,.. _· . -f.D, m ---~ ,._ ·, -··• ••)~ -• • • --4·~~,,..-~~-'-'.-:t::--':::"':::--~-'-'.c,--'-'-'.-'-'.-f--'c-::~-'c-::::-,---'-:::~~~ I '\ I . 'iLI ! . . I : -m·. i . I I I ! I • I I I I I I I I -+- I .·'];· . . .• -~ : . I I ' J_' 10+00 11+00 12+00 _}~--·-:o~ ~---:;;__c_--"--•·•·· .. ::c,=~·""'"'"' ,.· •·<_,, .. , -r~~ ,,,--d_. '.-. - • --,-• -----;-1-5-- ',, __ -- . --- -. . -~ -. " . -,_- ~.S.:P:el101i=. . . ,.,,._ .. 13+00 • ' •,>>::,.t.~-~-::£:. . ..'.: .. ---},.-~2:--.. ,,_:;-.·.- ----/.'..... ,----- REFER TO AND 14+00 ----· . . . . L:_-. :.:.f -~ ';::-_Jj-~: 15+00 / SHEET 2 FOR WATER LINE PRIVATE SEWER LINE CONSTRUCT/ON 16+00 MATCH LINE SEE ABOVE LEFT -__ ,,--. . ... : > . ; :::•· ~--: : = ... : =~. : . ; -:·' .. , ' .. -. ___ __, ---- 17+00 18+00 19+00 --,_,.. s..g ' . / '"l-!l::!r-,. ~--'"/ • ' ~s> ~~~cS • "-•~ fl ' ~-"' / CONTRACTOR TO VERIFY LOCATION POINTS PRIOR TO CONSTRUCTION -r -',) ,y: OF EXIST. -·f "t ·- U. 20+00 I I I I 1 I I \ I JOIN 4 l" "' - I % \ I I \! \ I I - - -' DIA M.1-1. j . . ::~~!!: :-t= PROFILE SCALES HORIZ.: VERT.: 1"= 40' 1·= 4' SEWER CONSTRUCllON NOTES CONST. 48" DIA. MANHOLE PER IRWD STD. S - 1 INSTALL 8" E.S. V.C.P. PER IRWD STD. S-8 REMOVE EXIST. 6" SEWER· & REPLACE WITH 8" VCP SEWER, MATCH /NV. AT EXIST. MANHOLE CORE &. DRILL EXIST. MANHOLE, REPAIR MANHOLE WALL AND RECHANNEL BASE. REMOVE EXIST SEWER LIFT STATION. JOIN EXIST SEWER WITH NEW MANHOLE PER IRWD STD. S-1 MAP DATE IDENTIFIER DATE OF 1./\TEST CHANGE TO THIS MAP I 08/07 /03 BY: ML I DATE OF THIS PLOT 1 11721703 I Ill a, a, N ..... M a, ..... N a, t--7--t----+--------------------------1------.-~--10WNER, 6 DATE 08/19/02 PLANS PREPARED BY: WATER & SEWER PLAN CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS NEWPORT BEACH TEMPLE PERMIT NO. 5 4 3 2 1 NO. DRAWN BY: ML THBCHUBCHOF II HUNSAKER & ASSOCIATES RI ~T l R V I N E , I N C • JE ~us cH Ill DATE PLANNING • ENGINEERING • SURVEYING " DESIGNED BY•, ML / / ThreeHugh,,,5 • Irvine, CA 92618 ■ PH:(9491583·1010 • FX:(949)583-0759 3 ~ r,r- • 08 19 02 SHEET ____ ~ I OP LATrJUl .. DAY SAINTS UNDER THE SUPERVISION OF: _, OJ-: 2300 BONITA CANYON ROAD NEWPORT BEACH, CA DATE CITY OF NEWPO ACH a.." 11.14.03 SEWER LINE INVERT ELEVATIONS LOWERED FOR CONNECTION TO BU/LOIN /1)1.1 5142BONITACANYONROAD 'D. RT BE OF 3 ac~ NEWPORT BEACH, CA CHECKED BY: PHIL D. 08/19/02 -~ DATE REVISIONS APP. DATE :42038 (EXP. COMMUNITY DEVELOPMENT DEPARTMENT b;~ L _________________________________________ .1. ___ J.. ___ L __________ ...:..:,::.,:_.:,::.:_::,:_.:,::,_ ___________ L __ ..JL __ J _____________________ ..1. ________ .!,_ ___ ..;,.:.:;,:;;;._,;;..;;.;;;;;.:,.;__;~~;;;;.;;.;._=...;.;.;.;.:..;..:..;..:;...i ___ ..;;..;..;.;.;.._,;_,;_,;_,;.....;;,.;;;;.;,.;;=..;;..;...;..;.;;;...;..;_....;;.=-:L"'.':~\7"LD~S;:'.-~N~e.;.w_p_or"".l:":B:-e-a.Jc~h\:-S:e-w_e_r'7\"'.S:H".:T:'.'0'."'.3:-.d"'.'w..lg