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HomeMy WebLinkAboutS_5157_SA. II C. ~ITfilillillfilrnrn ~filITfill illffiITf~ THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL HATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S 'STANDARD SPECIFICATIONS FOR THE CONSTRUCTION DF HATER. SEWER, AND RECLAIMED WATER FACILITIES.' AS LAST REVISED. • THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4] WORKING DAYS BEFORE START OF HOAK AT [714) 453-5300 OR (714) 453-5615. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES ANO THE CONTRACTOR SHALL BE HELO ON THE JOB SITE 48-HOURS PRIOR TO START OF WORK. 0. THE WATER SYSTEM IS TQ BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. E .. ANY HATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY ANO RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. 6. H. I. J. K. L. M. ALL MAIN LINE VALVES SHALL BE MAINTAINED SD AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, ANO ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING H-8. IN RESIDENTIAL STREETS, THE TOP OF THE PI PE, 10-I NCH ES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE ANO 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION: ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, C 900PVC, UNLESS OTHERWISE NOTED. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DI STR I BUT I DN SYSTEM. TAPP I NG SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FI ELD, IN THE PRESENCE OF THE DI STA I CT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE INSCRIBED HI TH A • W' I ND I CAT I NG LDCAT IONS OF ALL DOMESTIC WATER SERVICES. N. INDIVIDUAL PRESSURE REGULATORS ARE TO BE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FDR ALL VALVE LOCATIONS. P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TD THE EXISTING RECLAIMED WATER SYSTEM FDR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCT I ON. NOTICE TO CONTRACTOR PURSUANT TD ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOW ING IS PERFORMED: I. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I. D. • -------------------· 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I. D. • FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO [2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. SIGNED------------------"-----DA TE _______ _ il [l]IIJ[E W TI' rn ~[IHE ~ TI'~ SHEET NO. DES CR I PT I ON 1~ ___________________________________ TITLE SHEET 2 ____________________________________ INDEX MAP STREET SECTIONS 3 ____________________________________ FORD ROAD SEWER IMPR. 4 ____________________________________ EAST CONNECTOR SEWER IMPR. rn ~ ill IE lil THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 50 EAST NORTH TEMPLE STREET, SALT LAKE CITY, UTAH 84150 PHONE: [ 801) 240-3754 I]] IE ill lbill litl fil lil ill OC BM 35-22-70 ELEV 189. 16B 0. 18 MILES NORTHERY ALONG MACARTHUR BLVD FROM THE JUNCTION OF FORD ROAD AND MACARTHUR BLVD ABOUT 36 FEET EAST OF THE C/L OF THE BLVD 41.6 FEET SOUTH OF A CORNER FENCE POST AT THE JUNCTION OF 2 WIRE FENCE LINES 3.5 FEET SOUTH OF A STATE SURVEY MONUMENT MARKER AT A 2 BY 3 FOOT CATCH BASIN SET IN THE SOUTH END OF THE SOUTHEAST CORNER OF THE BASIN 1976 DATUM PRIVATE DRIVEWAY SEWER & WATER I MPR. fil IP (1J lL il Cb fil ill IT GARY W. MILLER, ARCHITECT G ASSOCIATES, INC. 350 W 5TH STREET SUITE 205 SAN BERNARDINO, CA 92401 PHONE: [ 714) 888-8005 rnfil~□~ rn~ rn~filrn □illrn~ THE BEARING OF S 01'03'29.35' H ALONG THE LINE BETWEEN GPS N' 305 AND GPS N' 49 AS SAID LINE IS SHOWN ON A MAP FILED IN BOOK 129 PAGES 46, 47 & 4B OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE CO. CALIF. WAS USED AS THE BASIS OF BEARINGS FDR THIS MAP. illrnrn Lfl ill u CE rn o m er rn rn w CE m CE rn u CP[Lillrn~ er ill rn [b CE [L CITY OF IRVINE (PERMIT N0.19318-MC) APPROVED BY: ,, ££.< r! e#/4u..c /-ir1 MARK L. CARROLL CITY ENGINEER REVIEWED BY: rn TI ...____,j 11J CP ...____,j 1 !2 Z7 []] PEDESTAL MOUNTED NEMA 4X DUPLEX ALTERNATING CONTROL ~r PANEL WITH LOCAL HIGH WATER Al.ARM ANO DRY CONTACTS FOR REMOTE ALARM PANEL. SAN DIEGO NOT TO SCALE PROJECT LOCATION: PM-2-91-TP-270 NORTHWEST CORNER NEW FORD ROAD AND EAST CONNECTOR IRVINE, CA 9271B "'f"ONTRACTOR5 NOTE: C0NTRAt:TDR' SHALL ADHERE TD t:ITY OF /RV/NE "MAJOR LJT/LITY PERMIT ~T4NOARD t:DNO!TIDN5 11 CDN5/J7£/?ED 7V 5EA PARTOFTHE~E PLA/uS. / / r 3• SLEEVE AND LINK SEAL ---,f---, I~ / J. ~_j LIFTING LUG__// 4• VENT INLET__,,,. / / \ L 5' PLUG VALVE (2) S5 LIFTING CABLE__,. l.--"'" ----- I\ \_ 3~ CHECK VALVE (2) \ \ \__ DRAIN CHECK POWER CORD------------- 15' -f!' \ FLOAT POLE r\ \__ S' DISCHARGE PIPE / ' ' ,;"WASTE INLET__,., '--'1.' GUIDE RAILS .M "-~,- NH:a--HIGH WATER NH:a--LAG PUMP ON ir LEAD PUMP ON ,- ANTIFLOTATION -i\ .: FLANGE _ i::I ~ "","-BOTH PUMPS OFF ~~ PACKAGED LIFT STATION PUMP PUMP N(>, MANUl'AC1URER MODEL N1>. "'" EB WEIL 2515 40 EB WEIL 2515 40 PACKAGE LIFT STATION SPECIFICATIONS A. General: SCHEDULE "'"' "" '" "'"" '""' 4D J H1so 2JO J 40 J H1so 2JO J REMAAKS WITH WEIL 2613 QUICK REMOVAL S'r'STEt.l WITH OCIL 2613 QUICK REMOVAL SYSTEf.i The contractor shall furnish and install a factory-assembled packaged lift station es manufeclured b)I Weil Aquatroraics, Inc., Glendale, Ca., Model No. 2611. B. BasinNalve Box; 1. Pump basin shall be constructed of fiberglass, diameter and depth as showra on the drawings. • 2. Integral valve box shall also be constructed of fiberglass to the depth as shown on the drawings. 3. Bottom of basin shall be reinrorced wilh an anchoring flange e.JCtending beyond diameter of basin. 4. Steel cover with hinged, locking pump access door shall be furnished. 5. Separate, bolled access cover shall be provided for valve cha!llber. C. Piping: 1. Discharge piping from t11e pumps shall be mounted In the basin and extended through the floor of the valve box, joined by flanged connections to Ille piping, valves and fittings contained in the integral valve box. 2. Plug and swing check valves shall be provided for eacti pump. 3. Drain, with a cheek valve sear 1o prevem water from the baslr1 entering the valve box, shall be furnished In valve bo)( and piped to basin. D. Submersible P'umps: 1. Well Series 2515 2. Impeller: Cast iron, non-clog design. 3. Motor: a. Air-filled, Class F insulation, permanently lubricated upper and lower heavy duty ball bearings. b.Solid stainless steel shaft. E. Guide Rail System: 1. Cast irori stationary and movable discharge fittings. 2. Stainless steel lifting cables and all filtings. 3. Schedule 40 galvanized steel pipe for guide rails, F. Pump Controls and Control Panel: 1. Pilot controls: Four UL listed non-mercury float switches. 2. Control panel: Factory pre-wired and tested, complete with the following: a. UL. 508 listed and labeled. b. Disconnect switches with loekout handles through door. c. Magnetic starters with DL and LV protection. d. Test-Off-Automatic seleelor switches. e. Elecllic alternator. f. Control circuit transformer. g. F'ump running lights. 11. Contacts for remote alarm panel. i. Pedestal mounted eociusure. G. Remote-mounted Alarm Panel: 1. Weil Series 8301. 2. NEMA 1 enclosure. 3. 3 iridicatlng lights (ndrmally dim-glow), reset buttons, audible alarm, silencing switch, aux'il'iary dry contact. 4. Alarm to sound under any of the following conditions: a. Power failure to the pump control panel. b. High water condilion. c. Simultaneous two pump operation or failure of either pump. 5. Corrtractorto fLimish dedlcaled 115 VAC circuit. H. Warranty: Pumps shall carry a five year prorated warranty againsl defects in workmanship and materials. 1. lnstallatfon and start-up: 1. Complete inslallation, operating and maintenance instructions shall be provided by manufacturer. 2. Basin to be cleaned thorou~hly, with all water and debris removed prior to inslalling pumps. 3. Electrical contractor to provide separate conduit for conlrol cables. 4. Supervision of the lnslallation and init'1al start-up and adjustment shall be provided by a field representative (,fthe manufacturer. I. 2. 3. rn IE ill re rn fil o.. rn rn IT r:e ~ THE CDNSTRUCll ON OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE 'STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION', 1991 EDITION AND SUPPLEMENTS. - STATIONING REFERS TO CENTERLINE OF STREET. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FDR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TD ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. B. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 10. SEHER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11. STATIONS SHOWN (0+00) ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 12.. THE CONTRACTOR SHALL REQUEST INSPECT I ON FROM THE PUBLIC WORKS DEPARTMENT 4B-HDURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN DE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 13. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THEN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE ( 5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 14. 15. 16. 17. THE CONTRACTOR[S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL-OSHA. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-I 06-L. VGP SEHER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4' CRUSHED ROCK FROM 6' BELOW THE PIPE TO 12' ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PEA SECTION 207-9.6. 2 OF THE STANDARD SPECIFICATIONS. 18. THRUST BLOCKS SHALL BE INSTALLED ON ALL HATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-510-L. 19. WATER MAINS SHALL HAVE A MINIMUM OF 30' OF COVER FROM SUBGIMDE. 20. ALL CONCRETE SHALL BE 560-C-3250. , 21. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-314-L. 22. A. C. P. HITH A □-LOAD OF ONE AND ONE HALF GREATER THAN REQUIRED FOR R. C. P. MAY BE USED. FOR STORM DRAINS. 23. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACE□ AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. 24. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48-HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 25. THE FIRE DEPARTMENT SHALL BE NOTIFIED ~8-HDURS IN ADVANCE OF ALL LANE CLOSURES. 26. THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TD THE FIRE DEPARTMENT BE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. 27. ALL FLAN6ED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 28. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 29.· PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE. BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 30. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 3.1. ALL BDL TED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UN I TED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FDR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. <~.-~:'.tf:;f};: ' {: ~~-! 11/4/~tj l ~?~y~~:?ir~Nt:~INEER DATE: l----,-1-,,RV,..,.,I-N=E -:-R-AN...,.,C_H__,,W-A-,-TE=R,---D :-:I s=T--R 1--=c=T-r-P-LA-NS-P-RE-PA-RE-□ -BY-: ---------,---,--.,-------------,---,-A-PP-RD-VE-□:-----,----S-E-WE_R_M_A_I N_C_O_N_S_T_R ___ U_C_T_I_O_N_--; 1-------------+------~~P1=~~VA_L_O_~_W_A_TE_R ___ 1 ~____,PARAGON ENG/NEER/NGt---+---+--------+-~u~~-ORANGE COUNTY FI RE DEPARTMENT / -/.;7.Q, -'iY ,,,.,,...._ / "1 U!ir/ 2698 "ATARO STREET R. C. E. No._za7qq_ EAST CONNECTOR & FORD ROAD FOR FI RE HYDRANT LOCA Tl ON ONLY APPR-□-V-E-□"iy-V ----T ------DATE PASADENA. CALI FORNI A 91107 APPROVED BY , SUPERV I SEO BY •,)ij~l·.._.;-,j . ' . ' .., .., ·"" --------------------------DAT~ REVIEWED BY DATE: __ •.::.~-~-__ _ ___________ ~) 8 4".?~4 .1/X: (818)795-4396 1---+---+--------------+----,□ESIGNED: DRAWN: DATE .• ~· 1 I-z --1--::.□A:.:.TE:....i._:D __ Y_j _____ □_I __ sc::.R.:..:I P_T __ I O:...:N ____ _j __ AP_P_' D-1;;:;r,;;:v,M;;;. s,... --;r,:;r;~M_. s_. -7 er_ CHECKED: DATE: -----------CHARLES HEFFERNA" R. C. E. 40759 DATE REV IS I ONS DATE '' C.H. 10-13-94 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-!3157,;5 SHEET f OF 4 ' I I I -0 ,: ' " "' 0 E, ~ f ~ 0 0 0 " :g ~ □ m 0 " '° • ~ ~ < z □ iF C z < g ~ r C ;;.' ' I " :'.!' ~ Cl p C ~ 0 '° -" a \ \ \ \ \ \ \ \ \ I \ PARCEL 2· 6' VCP. LATERAL SEE SHEET NO. 4 CHURCH OF LOS 6' VCP. LATERAL SEE SHEET NO. 4 lO'X 10' WATER EASM .. --.: FOR I RHO. 8' DI. WATER MAIN---~ SEE SHEET NO. 4 TEMP. SEHER PUMP STATION 4' FORCE MA IN SEE SHEET NO. 4 PARCEL J VACAN-r FUTURE IMP. 6' VCP LATERAL EXIST. 8' SEWER MAIN & 6' LATERAL----. PER IAVO. UTILITY CROSSING N0.3574 STA. STA. @ MH.=48+00.00 SEW. STA. @ MH. = i 9+64. 13 '--'-.. 8' DI. WATER MAIN '-.. SEE SHEET NO. 4 -----I- .,.___ REMOVE PLUG & JOIN TO _.,. _.,. ----.---?. - '-..8' DI. WATER MAIN -------:;:::::. --:::-~-- '-.. ----------EX I ST. RECLAIMEE__HATER • ----~_;;..-<:::'. --_ _. ------------------------- ' ' I I I I I I ITEM NO. CD ® ® 0 ® ® CD ® ® @ @ @ @ @ @) ITEM NO. m fil 11'1:Eill it mm~ 1T mm a;; 1r □ rn m [E~1J D lKlfil 1TCE DESCA I PT I ON SHEET NO. 3 4 FI AE HYDRANT COMPLETE PEA I. R.H. D. STD. PLAN W-5. ---j 8' X 8' TEE B X B X F CLl50 OR C-900PII'.: CLl25FLG. ---I 8' GATE VALVE CL150 FLANGE. ---2 THRUST BLOCK PER I. R. W. 0. STD. PLAN W-12. ---3 l' SERVICE CONNECTION N/ 3/4' X 1' METER PER I. R. W. D. STD. PLAN W-1. ---2 8' X 4' TEE 8 X 8 X F CLI50 OR C-900PVC CLl25 FL6. ---I 8' DOUBLE CHECK BACKFLOH ASSEMBLY PER I. R. W. D. STD. PLAN W-16. ---I ------ 8' PLUG F X F Cll50. ---1 INST. REDUCED PRESSURE BACKFLOW ASSEMBLY PER I.R.W.Q STD. W.-2Q ---2 8' PIPE D. I. CLl50 OR C-900PVC. ---279 8'-90' ELBOW BX F Cl CL150 CL125 DA C-900PVC Cll25 FLG. ---l s" GATE VALVE CL150 FLANGE. ---j BLOW OFF & CLOAINATION ASSEMBLY PEA I. R. W. D. STD. PLAN W-9. ---l a"x a" TEE B><FXF CLl50 DR C-900PVC CLl25FLG. ---I ~i:emlErn tI: rnrn ~ 1T mrn tI: 1r □ rn rn [E~'[j' D OOfil 1J[E DESCA I PTI ON SHEET NO. TOTAL UNIT I EA. I EA. 2 EA. 3 EA. 2 EA. I EA. l EA. ------ l EA. 2 EA. 279 LF. j EA. j EA. 1 EA. I EA. W'LY R/W. I I TOTAL UNIT CL. I 78' 42' 36' IO' 32' 32' J ~I i-6' "".1 8' w '-' 131 2% d u.. -~ a, 2. 2i -.1.2; ► ... .... I I l'u 6' CF 6' I ..,. 10' NA TEA AESM. ., : .,: FOR IAWD. !Fffi □Wfil'[j'[E illill □W[Emfiltf 58' 18' 40' N. T. S. CL. I 128' & VARIES . I I I 70' & VARIES 52' & VARIES 4' 6' CF. E' LY A/W. I I 18' \ 8' DI. WATER MAIN SEE SHEET NO. 4 ____.. ---------• --------:0 '----/4.----:;:::::. .------;:_ _.,. i, ?-0 ~ 1-:;:::::._ ~.>::--;:. _.,. --\-\t.'I\ \= 0 3 (51) 8' V. C. P. SEWER. 240 @ 6' V. C. P. HOUSE LATERAL. 4 ---240 LF. N z I 5' 2' < I 3' & VARIES I "' 2' 5' ■ ----- ---5---- --w-- --+- ~-M-- -----= ='SDF....=:-= \ \ \ -------\__EXIST. 16' WATER Fttl D 4' FORCE MA IN SEE SHEET NO. 4 EX. MH. NO. 1 4~~,.L.,.~J EX I ST. 4' FM. SEHER PER TR. 8787 8' VCP. SEWER SEE SHT. NO. 3 □ III [I) [E fil Iii fil !JJ SCALE: 1"•100' ~ 'i1 Iii ill m Il. [L [E IB [E III [JJ ________________________________________ REDUCER ________________________________________ DOUBLE CHECK BACKFLOW ASSEMBLY ________________________________________ FIRE HYDRANT COMPLETE ________________________________________ WATER METER BOX ________________________________________ ·WATER VALVES ----------------------------------------PROP. MANHOLE & SEWER MA IN ________________________________________ CENTER LINE OF STREET ________________________________________ EXISTING SEWER MAIN ________________________________________ EXISTING WATER MAIN ------EXIST. 8' VCP. SEHER PER TR. 8787 EX I ST. 8' WA TEA PER TR. 8787 EXIST. SEWER PUMP STATION PER TR. 8787 (@ 4' YELLOWM I NE ( p"' ,t e..J-e) ~ 48' STD. MANHOLE PER I. R. W. D. STD. PLAN S-1. -f< @ 4' -90' ELBON B X F CI CU 50 CML & CMC CL! 25 FLG. ( j:1,-,110.W) @ 4'-ll l/4' YELLOMINE ELBOW PULL JOINTS 1'. (.i',ut...,+-~) ® 4' -11 I/ 4' YELLOM I NE ELBOW PULL JOINTS 2'. (.?f',v.,_,j,._) -'J-NDTE, INTERIOR TO BE COATED WITH A DISTRICT APPROVED EPOXY OR AMERON T-LDC AMER-PLATE LINING. --- --- 2 --- --- --- mfil1J[Eill tI:rnm~1rmrntI:1r □rnm mrn1JlE~ FIRE HYDRANT COMPLETE PEA I. A. W. 0. STD. PLAN W-5. 8' X 81 TEE B X B X F CU50 OR C-900PVC Cll25 FLG. 8' GATE VALVE CL150 FLANGE. THRUST BLOCK PER I. R. W. D. STD. PLAN W-12 . 235 792 --- l l I CD ® ® 0 ® ® CD ® ® @ l' SERVICE CONNECTION WI 3/4' X l' METER PER I. R. W. D. STD. PLAN W-1. @ @ 8' X 6' TEE B X B X F CU50 DA C-900PVC CL125FLG. 8' DOUBLE CHECK BACKFLOW ASSEMBLY PER I. R. W. D. STD. PLAN W-16. B' PLUG F X F CL150. INST. REDUCED PRESSURE BACKFLOW ASSEMBLY PER I.R.W.D. STD. W-20. B' PI PE D. I. Cll50 OA C-9DOPVC. 8'-90' ELBOW BX F Cl Cll50 DA C-900PVC CLI25 FL6. @ 6° GATE VALVE CLl50 FLANGE. @ BLOW OFF & CLORINATION ASSEMBLY PEA I.A. W. D. STD. PLAN W-9. @ 8 'x a" TEE BXF><F CL150 DR C-900PVC CLl25 FLG. ~i:e~i:ern tI:rnrn~vrnrn1t1r □rnrn rnm1Jf~ @) 8' V. C. P. SEWER. (g) 6' V. C. P. HOUSE LATERAL. @ 4' D. I. FORCE MA IN CML & CMC. @) 48' STD. MANHOLE PER I. R. H. D. STD. PLAN S-1. * @ 4'-90' ELSON 8 x F CI Cll50 CML & CMC CLl25 FLG. @ 4'-11 1/4' YELLOWMINE ELBOW PULL JOINTS l'. @ 4'-11 J/4' YELLOWMINE ELBOW PULL JOINTS 2'. 235 LF. 792 LF. 2 EA. I EA. I EA. I EA. 2K .,_ W'LY A/W, I 6' CF 18' 5' 6' CF 58' I RV I NE RANCH WATER O I STRICT PLANS PREPARED BY: APPROVED: 2' 7 w '-' 131 u.. I I 11 -.,. 2. 2t ... 23' !a .... IE fil ~ 1r it mm rni:e tI: 1r rn rn N. T. S. SECTION FROM: ST. STA. 2•01. 5 TO 3+22.3 40' CL. I 128' & VARIES .I. 70' & VARIES 52' & VARIES 3' & VARIES I 23' z ~ w '-' 131 u.. 2' [E fil ~ 1J It [I] III III [E lb lJ mill N. T. S. SECTION FROM: ST. STA. 3+22.3 TO 4+59.5 - 21 ... 6' CF . E' LY R/W. I 18' 5' 2l ... 6' CF. --------------------~-------------------EXISTING GAS MAIN ---------------------------------------~SEWER FORCE MAIN ----------------------------------------TRACT BOUNDARY AP PROV AL OF WATER · 9:4-J:., ~ 1,_ .----------~e---------------l PARAGON ENG I NEER I NG 1---+---+----------+---IUTlllJ•ut:.;□IAECmR~ -ORANGE COUNYTY FI RE DEPARTMENT ----------------------------------___________ 2698 MATARO STREET R. c. E. No.~g7qq_ FOR FIRE H DRANT LOCATION ONLY APPROVED BY DATE PASADENA, CALIFORNIA 91107 DATE' 1-2.C.-'IS SEWER MAIN CONSTRUCTION EAST CONNECTOR 6 FORD ROAD ________________________________________ STORM DRAIN PIPE TEL: [.818]568-2444 , FAX: [818)795-4396 • -----------DATE_____ . · ,1 // l--t--t-------------1---1DESl6NED: DRAWN: 1--------------,,---------1 / ~½ /I z ?f-DATE BY DISCRIPTION APP'D M.S. M.S. CITY OF NEWPORT BEACH 5-5757·5 --0,.TT ____ ''c~fs-H;;FE~N~9..:. -_:--i"nE-REVISIONS CHECKlD~-DAT~:0_13-94 PUBL I c woRKs DEPARTMENT SHEET 2 OF 4 '1 ·~, ./:/:.' -f '_, ---~-----·------------------------------------OATE REVIEWED BY SUPERVISED BY ------,----------------------------------------------------------------------------------------------------------------------------------__,0 I I I I l I I I I " i: z T 0 r □ 8' V. C. P. SEWER. 48' STD. MANHOLE PER I. R. H. D. STD. PLAN S-1. INTERIOR lO BE COATED WITH A DISTRICT APPROVED EflJXY OR AMERON T-LOCK AMER-PLATE LINING. I Curve • Radius 1999. 93' 1989. 93' Delta 19' 09' 29' 6' 23' 28' Length 668. 72' 221. 97' Tangent I 337. 51' 111. 10' 210 200 190 <i. <i. I-1-a: (/) CJ) 0 I- C, .. u <I-1-LU Q(/) (/):z: a: :z: o 0 o or-au a: • '1-oc:n o '-'"-Ln O (I) + +< O...;LU '-I" II 3 I • "' - 2 ~1 r-cc <D FINISH GR DE OVER SEWER LINE LI ::C: ~ w (Ji)~ :I: ' 221. 97' 1 54 C'\J :z: .. 0 ,U • <I; ::c: I-. ::.: (/)LLJ . .a: ....J I-LU u (.f)o__ "., 0+00. 00 CL. EX I ST. MH. FORD --""I: g©o u-i 1..n:::1: . !:. z ~I ow[ 8 1-, C +c...:, + u,1- 0is Ox~ \.L. UJ~ • ..,. I 25. 16' I 0 cc . UJ "- ~-EXISTING 24'CL. & CL. STEEL PIPE PER D. D. NO. 226 64 ...... .. . <I; :::r:: I-::.: (/) ....J 1-u CJ) to co ...... C'\J 210 200 190 ROAD /NSDILL B" lfl/88EI? /f1£C:./.IAN CAL BIWDED 5EAL L'.ZWRJN.G; <:;D/JNL£5f;; 51E£L BANDs;;,- FERNC:.O OK C.ITY APPROv'£ E0UAL W/T/.1/N I' FOOT OF [JUTS/OE MANHOLE.-- CORE CUT HOLE TO FOAM MINIMUM----t--, OPENING OF OD + 2'. SECURLY FASTEN' D' X I' STUB INTO HOLE ij[TH CEMENT MORT R. CHISEL OUT EXISTING CONC. SHELF TO FORM NEH CHANNEL. SMOOTH CHANNEL SURFACE WITH 1/2' CEMENT MORTAR. PROFILE SCALE: HORIZ. 1"=40' VERT. 1" = 4' 5' 8' VCP. STUB & PLUG N 33' 57' 35' W 40. 00' PER TRACT 8767 INV. •190. 73 O+D2. 00 I --~ I I / r..___...J!:.R•,g24r•_-4_~~--1-1 / 1 1 /iill I I fl 1 1 \ 190.53 INV. / ti 1 ....: I "' I I I .£ I \ \ I ' \ 0+00. DO C . EX I ST. M. H. 3+97. 73 PR TRACT 8787 SC LE : I' = 1 0' L STR. STA. 46+40. 00 CL. OF EXIST. SEHER PUMP STATION 190. 43 INV. XISTING PRECAST CONCRETE M. H. ----11--'---...l''X I ST I NG SHELF EX I ST. MH. PER TRACT. 8787 3+97. 73 PER TR. 8787 I \ L_-EXIST. 48' RCP. STORM DRAIN =43+10. 63 ST. STA. SEE DETAIL ABOVE HILLSIDE DRIVE IRVINE RANCH WATER DISTRICT PLANS PREPARED BY: ___ A_PP_R_OV_AL_O_F_W_AT_ER __ ~PARAGON ENGINEERING -----------2698 MATARO STREET APPROVED BY DATE PASADENA, CALIFORNIA 91107 TEL: (,818)568-2444, FAX: ( 818)795-4396 SUPERVISED BY --iii.iT____ r ? 12£... __::::...:,,;-,c:__ ~l..::.-=::-.:::-::... ___ rf-z~U_· REVI EWE□ BY --□ATT____ CHARLES HEFFERNAN R. C. E. 40759 DATE APPROVED: 1----+--+---------------l---lU~D~ -R. C. E. No. 7.S7'f"I_ DATE: __ 1'.'....~-~-__ _ f--+--+---------------1---lDESI GNEO: DRANN: DATE BY DISCRIPTION APP' D M. S. M. S. REVISIONS CHECKED: DA TE: C.H. 10-13-94 SEWER MAIN CONSTRUCTION EAST CONNECTOR & FORD ROAD CITY OF NEWPORT BEACH PUBLIC ~OAKS DEPARTMENT 5·5157-.5 SHEET 3 OF 4 I I I I z 0 -..... ~II u,u, _J < §If :,c 0 ..... :::, "' wa. _J □ . UJ cc :,c ccwl1;;, . o:,c 0 U...~ GU c:n -0 ' a. 0 ,.. . "' ow ,.._ :Zl-1 ,-... J ..... u.. I+ UJO 0 u UJ 0 :,:: 0 "'J u -· .,; "' 0 cc c.o ~I I.,; ..... UJ u, :a: ..... 0 -< cc 0 :,c u n. Za, 0 WW -N ~~, l~a:i :Z<C cco <C-' w+ u ......... UJ -cc < -3 u:i ul 1---= a,> + a. 0 ""' ~ ~ -- .,; <JI I I gi (/) 0 ... ~ cc a:: u u >-in z lz z,,., --□ < ~ Oc,: cc n.,_, I I"' w"' We,: "'-ual -'w 1§ca "':ac 0::a, :Zw .....,.......i Ir"' <u, "'"' + a, + ·st r--c.: I ..... ·u I['; I\;! ::;> cc n. ~c:J • .... !',! "' .,; <ri "' 0 "' <ri cc 111! gil u I I u cc z: u -:z < -z "' < -cc < CI: 0 "' w ! J:,;: "'I c;; I I.., . cc < :,c ID : 0 "' ..... • ci "' ... ,.__ ' a, N + n. ' ' a, '-' a,J ol I I a: ,., N • (.0 "" a, -.. "' 220 + + a, a, ~g, 0 + -en I I I I I I I ,.._ + 0 11 I I FINISH GRADE@ CL. I OF STREET ~ ~ 190 0. BB% I <:, • ~~-s:, \ / .... ~ '<),~-,i: 1:,'> ~ ">'l, I r:,'l,· I ,<r; P:,'l, r:,'l,· x-'),• :\ "" ,<r; ~ ~ ~ <,f<i,, '<).i <,:; /., / I I / 200 0, oos 4' FORCE MAIN \ <'<. ✓, ~<%> ~ -,9 'q;; I !~~--I a. 47~ # ',, 1}'>1, -~ I e · G:,,,, • ~~">-,.__ " .... u:, ~-c.: • I I .,, u°' >~ I ,.~ ~-e,'• " ,, al;,,: ;.\. :z ~ -795. 63' ' ' 180 I . I 1 2 3 4 ■ 5 6 7 8 3 9 zz OD PROFILE @_ <( ,_ ~t't.' ~~~ \' REFERENCE NOTES S't.°t-{1J1i>,\) 1i).\\~\ \~ \ <( <( 1-c:, :z: <C Cl a: rnfilTI~rn ~rnrn~Tirnrn~rrornrn rnrnrr~~ PARCEL J ,_,_ <( <C~ ,-,-~ --.en en 01 3: ..._LL CL. r-- CI c,:::;;: CO ::::, + (UJ • D.... a:J _J Duce II Cl W • . a.i :a::: <( r---w1-r-o UJ u, + CJ Cl . • LJ:1 o_l-,-..... ::.: en + w Cl I- SCALE: HOR I Z. 1" = 40' VERT. 1' = 4' <( ,_ en ,_ en PRIVATE DRIVEWAY ..... (D ..... co '-0 Ol m en + + (T) Ln en FonQ R0~0 u ,_ 4' PVC & 8' PVC RECLAIMED WATER, PLANS PER I. R, W.D. UTILITY CROSSING NO. 3575. \'I\ ~~ \\ NEW n w en B' DI & 16' DI WATER, PLANS PER I. R. W. D. UTILITY CROSSING NO. 3574. \ \ 1 \\ \ \~ \ co ITl 6' VCP & B' VCP SEWER, PLANS PER I. R. W. D. UT I LI TY CROSS I NG NO. 3576. 1' \ ., \ I ~w cc\ \j~ "r---co 12' SEWER FORCE MAIN, PLANS PER I. R. W. 0. UTILITY CROSSING NO. 3570. \ ~ \\ \ \ ~ -',.,5i! ~ ! 6'.~ ITl 18' RCP & 24' RCP STORM DRAIN PLANS PER CITY OF IRVINE FORD ROAD EXTENSION AND \ ~\\ w • "' J:,~ .,_,-REALIGNMENT PLAN 14191-MC. i ) ~ \ \ :::.: ,_ en WC\J (T) u . (D a: . ,_ aoen 'LL Z Cl r---r---+ = .m CD-.::::1"':C • . r---:z: :::;;: ...... -+ DD...-. ~ I--II ii ~ ~~ ~1 1~~ f ~ • ~ \ (\ ,~, \ 1 6' STUB FOR FUTURE CONNECTION !\ ;1 :;&,~ ~1 ")'t ~• RCP. --\ \ \\ \ f\ \~~ \ \\ SERVE PARCEL NO. l I \ , 4:_?VC. ~----l O ,._, ' II V N60'21' 09'W 10. 00' r;(8' D. I. WATER TO -\ 1-E-\ \I ""--\ \ 1 \~(f 'i\ \ 14 • ·-. : ll 1I ' "-"' = ::::=;;;.;;;;M===========;MF======~R~/W;. === J ns"T t ~65'] -~.A,Hit---l.i-----3~--i.-"'-,-I ------l-+---+-----r------L-------,,--------------,\---'t--0"\-' \, .\ )\_j: \_ -~ ui 10' WATER c.s " • w °' .., "'1.A''5• 6' VCP. in .,, ).c:. ""' -CURB FACE 2~ ®-z ~ 10 TO IRWO. I "' ~ -----l--1 +---1<;:---~ -+ -~;~~~=~~i=t=-1~=~~~:::::::::::::~;:::::4~~~f~~~~f¥~c~L~-~OF~S~TREEr -\-~ \ \ 'i\ \ \ , •\; _ ow 7, "' -j ST STA .:S+,~~;-63 \-).l \\t ✓~~ \ \ · I'\\ \ ~ ' .... ' • ' ,., I T N 1 ' ' 3 f I NIO' 15' 24' W ~ I f ;., ,._ _Jo ua: c,D □LL Cl Cl CJ r--- + m _____, LJ:1 - + Cl "'SI" II FIRE HYDIIANT CDMPLETE PER I.R.N.D. STD. PUN N-5. B' X 8' TEE B X B X F CLl50 OJI C-900PVC CL! 15 FLG. B' &ATE VALVE CLl50 FUNSE. THRUST BLDCK PEA I.R. N.D. STD. PLAN N-12. I' SERVI CE CDNNECT I DN NI 3/ 4' X I' METER PEA I. A. N. 0. STD. PLAN N· l. 8' X 6' TEE B X B X F CL15D DR C-9DDPVC CU25 FL6. 8' DOUBLE CHECK BACKFLl>W ASSEMBLY PER I. R. N. D. STD. PLAN N-16. B' PLUS F X F CL150. INST. REDUCED PRESSU"E BACKFLOW ASSEMBLY PER I.R.W.D. STD, W-20. B' PIPE D. I. CL16D DR C-9DOPVC. B'-90' ELBDN B X F CI CL150 1111 C-91JOPVC. CLl25 FL6. G' 6A TE VALVE CL!SO FLANGE. BLDN OFF , CLDAINATIOII ASSEMBLY PER I. R. N. D. STD. PUN N-9. a'X 811 TEE BX'FXF CLl50 OR C-900PVC CLl25FLG. ! I '!. -' -~ IJOINTOEXIST. t '-----1 8' 01. ----i v-•~ 11\ -=========-=-=--:-=====:\9f:_t¥=~=.iiJw_i~s_•~2.f1_·:liio_o~• fw =-===-=~i]it~ T 1 Ez ,.., ,.,, c:n J l \ a• D. 1. I 1 ~ ~ ~-?~ fll ~ \ \ 1 ~ \ -----+-1® 4 3 I I© 4 _,@_~ "<. j_!' ~---., l61.99'0e ~---~ \ \ \ \ I~ \\ ; ~3 6 ~ - • : ·---~ -f ~ 'i, r-\ ~. \ °;!~ --~--=---=---=---=---=---=---=---=---=-t--=--=it--=--.,,JF----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-.... --. --------:~-~0l~J~~ ~y W J 10' WATER EASMT::_v / @) I'--. If,$\ I ~, -\ \ , \ \ All\:\ • \ ~ram~m ~rnrn~rrmrn~,r o mm rnmrr~~ g Sl. STA.= 7+99. 85 \ µ@ 10 !RHO. o I '---., I 37' \ -A3 ~ 1\l' \ j.J I 2 ST. STA.• 7+76-88 I \ ST~_STA. • 6+50. 70 5 ; 25' EAST CONNECTOR ~ \ ...J, \i,;''S~ \ @ ® @ ® 52 ~i ~~ ~ iS\ ([.--c.,ST. STA.= 7+76.BB ··~ S-2) it ----1 128' 1 11 5+6~. B6 ST. STA. IB' \ 1 <:,'o__,-tl---r.-· ,.__'1,-,~ z /= 15.1 ,Y,,-. t:: a.-.....'1".I " 1 41 +66. 9B ST. ST A. ~ / ~'V----..1/ 'i' 5' I ...,.., ~ 60' ' 6B • --. s' en;-iot--0 ~ r".ff ~d ~-, :.i W!U.___j~~\--.E.50~, -t-rr87• NEW FORD ROAD . I" ul"'v @ ® ® ~uo! _, iJ L. D. S. FF =90. 0 PARCEL ~ -'--' ,-._ "' + a, ,-' "' I I I~ u ,! :/ , ., •• '.-·':~ .J~{:'~f;/ I RV I NE RANCH WATER D I STR I CT PLANS PREPARED BY: APPROVED: ~ I APPROVAL OF WATER N ENG I NEER I NG 1----+--+----------t---; ~~ ~------------+------------1 PARA GO UTILIT R.cl_RlCTi 0 ~ 387 qq_- ORANGE COUNTY F J RE DEPARTMENT ~---------------------------------------------2698 MATARO STREET FOR FIRE HYDRANT LOCATION ONLY APPROVED BY DATE PASADENA, CALIFORNIA 91107 f---+---+--------------,----;DATE: _ .J-_j.!o_:'.!'? ___ _ TEL: ~l 8) 568:2444/' ,fif ( 818) 795-4396 f---+--+-------------r-----i DES f GNED: DRAWN: t:a-c:-. "--4,/~ I (--Z-'f-f DATE BY DI SCA I PT I ON APP' D CHECKMED~-DAT~ M. S. CHARLES HEFFERIIAfr R. C. E. 40759 DATE REV JS I □NS C.H. IO-l3-94 ~----------------------------------SUPERVISED BY I '1,( ''"'':ju I .,,.,.,f.. ,~ •~--:/-"-------------------------------------'DATE • REVIE~ED BY DATE DATE B' V. C. P. SENER. 6' V. C. P. HOUSE UTEIIAL. 4' VELLONM I NE 48' STD. MANHOLE PEil I. R. N. D. STD. PLAN S-1. 4'-90' ELBIIN YELLONNINE 4'·11 1/4' YELLOMINE ELSON PULL JOINTS I'. 4'-11 l/4' VELLOMINE ELBl>W PULL JOINTS 2.'. SEWER MAIN CONSTRUCTION EAST CONNECTOR & FORD ROAD -p,.. • .,,.+.._ Sizwo.-Fe>~ tl'IQ..r"' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-5157-5 SHEET 4 OF 4 , ' ~ ~ ~ 0 -;;,: I ,, =• I I r I I I I i r I ' I; ' \; z I D r D " " m D a • 'll ~ D • D m ~ < ' 6 C z < ~ " a ' ~ " f z .m C, I' ~ D D z ~