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HomeMy WebLinkAboutR_5747_S' CITY of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f" FOR EDISON, •r FOR TELEPHONE, ETC., WHEREEVER UNDERGROUND FACILITIES CROSS A STREET. PRIOR TO PLACING OF UNDERGROUND UTILITIES THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE CABLE TV, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 10. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. 11. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.HA PERMITS PRIOR TO CONSTRUCTION OR UNDERGROUND FACILITIES. 12. THE FOLLOWING SIGN SHALL BE POSTED AT ALL STREET INTERSECTIONS AND TRACT ENTRANCES: "MAINTENANCE OF THIS STREET AND RIGHT-OF-WAY ARE DEVELOPER RESPONSIBILITY. DEVELOPER: STANDARD PACIFIC OF ORANGE COUNTY PHONE: (714) 668-4300" THE SIGNS SHALL HAVE 3" HIGH (MINIMUM) LETTERING AND MUST BE INSTALLED TO ANY OCCUPANCY. DEVELOPER SHALL REMOVE SIGNS AT THE TIME OF CITY ACCEPTANCE OF STREET IMPROVEMENTS. PRIOR 13. STREET CONSTRUCTION AND IMPROVEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CITY COUNCIL, UNLESS A PROPERLY EXECUTED AGREEMENT AND INDEMNIFICATION IS APPROVED BY THE CITY ATTORNEY AND MANAGER OF INSPECTION SERVICES. SEWER NOTES: A. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. B. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. C. THE CONTRACTOR SHALL OBTAIN A CITY PERMIT FOR WORK DONE IN THE PUBLIC RIGHT-OF-WAY. D. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE THE START OF WORK AT (714) 453-5300 OR (714) 453-5615. E. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE BEGINNING CONSTRUCTION WORK. F. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICAflON OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. • INDEX TO DRAWINGS: TRACT' No. 15478 & 15479 -BONITA VILLAGE NO. 1 SHEET TITLE TITLE SHEEr G. H. I. J. K. L. M. N. 0. P. Q. R. s. 1 . 2. 3. 4. 5. 6. PLANNING A.REA 26A SEWER NOTES (CONTINUED}: STATIONS SHOWN AS lo+oo.oo I ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. ALL LATERALS ARE TO BE STAKED BY THE SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. THE DISTRICT SHALL INSPECT AND TEST THE SEWER COLLECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PRIVATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE CITY OF IRVINE.' INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S PROCEDURE GUIDELINES AND GENERAL DESIGN REQUIREMENTS AND "CONSTRUCTION MANUAL", AS LAST REVISED. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. 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. 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. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF THE JOB PRINTS WITH TIE DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. BEFORE FINAL ACCEPTANCE, THE DEVELOPERS ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN. CURBS SHALL BE INSCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER LATERALS. CURBS SHALL BE INSCRIBED WITH THE TIES FOR ALL MANHOLE LOCATIONS. THE CONTRACTOR WORKING ON IRWD SEWER MAINS MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. STORM DRAIN NOTES: ALL WORK SHALL CONFORM TO THE ,STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF IRVINE STANDARD PLAN NUMBER 318. THE CITY OF IRVINE INSPECTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS (48 HOURS) PRIOR TO START OF WORK AT 724-6500. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHOD 216 F. A. B. C. D. E. F. G. H. I. J. K. L. N. 0. P. 0. R. DOMESTIC WATER NOTES: THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE THE START OF WORK AT (714) 453-5300 OR (714) 453-5615. A PRE-RECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM THE AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 HOURS PRIOR TO THE START OF WORK. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. 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. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 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 AN INTERSECTION. ALL WATER MAINS 4-INCHES THROUGH 12-INCHES SHALL BE PVC C-900, CLASS 150, 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 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. WHERE THE METERS & METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE LOCATED SUCH 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 WITH· A "W" INDICATING THE LOCATIONS OF ALL DOMESTIC WATER SERVICES. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. CURBS SHALL BE INSCRIBED WITH THE TIE DOWNS FOR ALL VALVE LOCATIONS. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL & VERTICAL LOCATION BEFORE CONSTRUCTION. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES WHICH WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THEN 2.5 NTU AND THE ODOR MUST BE LESS THEN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE FOR USE. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. 7. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. 8. CATCH BASINS SHALL BE STENCILED TO MATCH OTHERS IN THE CITY OF IRVINE FOR COMPLIANCE WITH THE NPDES PROGRAM. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF ALL POINTS OF CONNECTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO THE PLACEMENT OF ANY PIPE. iOfESS '\II \.BUR ::: ~ ~ (..!) ~ :..:::. f""I"'\ ~ a No. 42181 s; ~ NOTICE TO COltTRACTOR: PERSUANT TO ASSEMBLY Bili J0f9. NO EXCAVAT!ON PERNIT IS VAL.ID UNUSS THE FOLJ.OWIN(; IS PERFORUE1J. !. l.lilJ£RCROUWJ SE1MCE ALERT HAS B££N CONTACTff) AND HAS PROV!OEO !NOii/RY 1.0. NO. 2. THE UNOERS!IJNEO AC:REES TO CONTACT ANO OBTAIN AN fNOU!f{Y 1.0. NO. FRON I.PIDERGROIJl,f .s:!7i'la' MERr (1-800-422-4!33} AT I.EAST TWO (2) WORKIN(; Q,Or., PRIOR TO THE COMNENCEIIENT OF EXOIVATION. IIENCHIIARK BENCHMARK: 3S 41 91 AT THE NORTHWESTERLY ARC OF THE INTERSECTION OF MACARTHUR BOULEVARD AND FORD ROAD. SET AT THE SOUTHEASTERLY CORNER OF A 4 FT BY 8 FT. CATCH BASIN, 410 FT. NORTHERLY OF THE CENTERLINE OF FORD ROAD, 53 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD. MACARTHUR ... i SI-II DIEGO Oj % 0 BLVD. ~-~ UPPER N£WPCJf'ff&\Y ECOLOGICAL pRfSERI,£ 2 .J 4 5 6 7 8 9 10 11 12 1.J 14 15 16 17 18 19 20 21 22 2.J 24 25 CONSTRUCRON QUANTITIES & INDEX MAP DE:TAILS PUW & PROFILE MARBLE SANDS PUW & PROFILE MARBLE SANDS PUW & PROFILE BATTERSEA PUW & PROFILE BOARDWAI.J( & W. BOARDWALK PUW & PROFILE SEABRIOGE PUW & PROFILE l"EP?ERTREE & MARTELLI PUW & PROFILE UWDPORT LOCAL DEPRESSION DITA/LS PUW & PROFILE SEWER UNE 'A' & 'EJ' & WATER PUWS PUW & PROFILE SEWER UNE 'C' & WATER PLANS PUW ct: PROFILE SEWER UNE 'O' & WATER PLANS PUW & PROFILE SEWER UNE •r PUW & PROFILE SEWER UNE 'G' & WATER PLANS PUW & PROFILE SEWER UNE 'H' &: WATER PUWS PUW & PROFILE SEWER UNES •r & 'E.' & WA1ER PUWS PUW & PROFILE SEWER UNES 'J' &: 'I<' &: WATEn' PUWS PUW & PROFILE STORM DRIJN UNE 'A' PUW & PROFILE STORM DRIJN UNE 'A' PUW & PROFILE STORM DRIJN UNE 'EJ' PUW & PROFILE STORM DRIJN UNE 'C' PUW & PROFILE STORM DRIJN UNE 'O' PUW & PROFILE STORM DRIJN UNE 'E.' ~: ,. #) $ UNIVBRSITY DR. IJNMRSITY OF CNJFORN/A /R',fN£ PROJECT RD SR-73 BIJILDER VICINITY MAP TAYLOR WOODROW HOMES 24661 RIDGE ROUTE DRIVE, SUITE 100 LAGUNA HILLS, CA. •• 92653 N. T.S. BA$/$ OF BEARIN(IS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYOR HORIZONTAL CONTROL STATION "GPS NO. 6241" AND "GPS NO. 6242" BEING N79'51 '49"W. PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. TELEPHONE· (714) 581-2626 CONTACT PERSON: JASON FONG (!)JIN/ IE~@~ @(!)JIN/ /IiJ @IE~ W ll «; IE ffei 11, IE~ 1f ~~l!,I!, :'i/'@/l,/l, IF~~~ 'il=W©© 4}~~=4J'il~~ 0 "'9, " :, ~ ~ s " a 0 . " 0 I I " ~ ~ ' a 0 . " 0 -I< P. 3-31-00 it CJV\\. OF C~\.\'i SIIJNEO _______ ll-OTE ___ _ 1991 ADJUSTMENT TWO WORKING DAYS BEFORE YOU DIG !~I ,-.. -• "' -Ji/ l-~-"T"---,---------------------------------..... --"""'---,---------------------------DA--TE-"'1"'----------~?,,f/,-"""""'<"!!"'----------------"""'11"""-----------------------------------.,-------1 -~ si ---:--+---+------~-------------------~-----¼-----¼-----! PLAIIS PflEPA/ED BY: 10-97 APPROIIED Bl':. CITY ENGINEER.· z.. z •. ,8 IRVINE RANCH WATER DISTRICT STREET, STORM DRAIN, SEWER, & WATER PROJECT NO. to ~j 5 ADAMS • STREETER DRAWN BY, P.K., r. r. DATE '-1,,',~ ,.L.-,,/,,. ? _ 1 7_ >? :i';-'e':.V~L ~ SEWER, w~~~s~';c,unEs IMPROVEMENT PLANS FOR: 30927-TC ;$:, ~ • CIVIL ENGINEERS, INC. L.S.,P.K. 10_97 MARK cARROU. IICli 311115 r .. v-·r?-,t-dATE c/1. ,.,.,·_ TRACT 15478 & 15479 -BONITA VILLAGE PLANNING AREA 26A $~ ! 15 Corpor.te Parle. lnfne, CA 92808 • ~DE~I/IGIED~~B~I\:,:: :::::=:::::::::.t===r---------------.....,___. __ I -{ 7 ~ o • 3 Ph:=: !~tf~x.!:;,,!~~251 DATE APPROIIED Bl': ORANGE COUNTY FIRE MARSHAL APPROIIED BY~ DATE TITLE SHEET 1 o,;,; ljt3/!1'!1 REWSEP PRIVEJKJIY S7.ll77.:WS:, AA7;JIX,,F_ S&IW'R .cATGi'A-'S ,:w,,;-n:> REV/SEP ""-tJTT/A<t;; REV: SPP6ET -FIE H1llRAlff LOCA,._ Olll.Y ~ ~ i h '/ 1--------------------------------------18fEET N °' ,.,..,.,.,-_,.,.pp AS-BU/LTH.C. M ~ ""'-'S .,...,.._,.. • • ,. II -CIECICEDBY: F.J.P. 10-97 ~~"'!::::!C•~~l.L/'!Dl='l""----'-''-''..l"~f~8.... CITY OF IRVINE -----/. s I I!, Ao., ~€.i o,"",..is••->s ~.-,.,.,c.-.p AC'cf.Sf R.4.-CAC~ Nu....11&r.S'. vJ ~ i..::::::==-.:.::.-===~-===r-NOVO It 1997 StRRWSEDBY DATE ;;;- NO. DATE REVISIONS APP. DATE David f;PJ%~;';:· Dat:-~)31/00 4 l~_..,..c.___=.:-:='-'---------DA_TE_ ';,= ~~',(~ !1: ~+£« "~;:f COMMUNITY DEVELOPMENT DEPARTMENT OF 25 : ~ ----------------------------------------------------------------------------·--------------------------------·------------------------------------------.. ~~ 0 ~ I • D rn 0 • C ~ □ :ii " ~ ~ z I D r D D n '" 0 ~ CD 0 ~ $ D rn ~ < z 5 C z < rn '" • D 0 ~ " • < D 2 "' 0 ~ ~ □ 11 " ~ ~ 2 I □ r 0 D 0 m 0 0 D ,l 0 m □ D ~ m < z 6 C z < m m . D 0 -~ u • D z .m ~ C a ~ " ' (') ~ '-s': Ill m JJ 0 JJ ~ z (j) z C s': Ill 9:l 0 JJ ~ z (j) z C ~ Ill m JJ 0 :::0 ~ z GJ 7 NO. I 2 3 4 5 5 7 8 9 10 11 12 /J 14 15 40 4' 42 43 44 45 47 48 49 57 58 59 50 61 6J 64 65 66 67 69 70 72 7J 74 75 80 81 82 83 84 85 85 87 88 89 90 CONSTRUCT/ON NOTES & EST/MA TE OF QUANTITIES 0£SCRIPllON STREET CONSTRUCTION NOTES CONSTRUCT 4' AC/8' AB WITH 1.5' OF AR 4000 3/4' ASPHALT BASE CONSTR//CT 4' AC/8' AB WITH 1.5' OF AR 4000_' ASPHALT CAP W/ 2X LATEX. CONSTR//CT CURB ANO G//TTER PER !RV/NE STO. PLAN 200, TYPE 'O'. . CONSTR//CT 4' THICK P.C.C. SIOEWALK PER !RV/NE STO. PLAN 201. INSTALL I Bl.I/£ 001 MARKER 5' AWAY FROM CENTERLINE OF STREET TOWAROS FIR£ HYORANT LOCATION. INSTALL STREET LIGHT 5,800 LI/MENS, 70 WATTS HPS 510. MARBELfTE POL£ WITH //NOERGRO//NO SERVICE WITH 5 FT. MAST ARM. CONSTR//CT SIOEWALK ACCESS RAMP PER OETAIL ON SHEET J. CONSTRUCT LOCAL 0£PR£SS!ON PER !RV/NE STO. PLAN JOJ. INSTALL 4' PVI: (CL 315) IRRIGATION SLEEVE. INSTALL J' PVC (CL 315) IRRIGATION SLEEVE. ' - INSTALL 2' PVI: (CL 315) WIRING SLEM. CONSTR//CT CURB ANO G//TTER PER !RV/NE STO. PLAN 200, TYP£ ,..A'. CONSTRIICT ORMWAY APPROACH PER OETAIL ON SHEET J. INSTALL 'STREET NAME' SIGN PER CITY OF /RV/NE STO. 215 &-215A CONSTR//CT MOO!FIEO ✓O!N PER lJETAIL ON SHEET J. INSTALL 'NO STOPPING' SIGN PER CALTRANS TRAFFIC MANI/Al SEWER CONSTRUCTION NOTES CONSTR//CT 50' STO. MANHOLE PER IRWO STO. S-1. CONSTR//CT 48' STO. MANHOLE PER IRWO STO. S-1. CONSTR//CT SEWER CLEANO//T PER IRWIJ STO. 5-9. CONSTR//CT CONCRETE ENCASEMENT PER IRWO STO. S-10, TYPE '8". INSTALL 8' PVI: SEWER LIN£ PER A.S. T.M. 0 3034, SOR .J.5. B£00/NG PER IRWO STO. S-!J. INSTALL 4' PVI: SEWER LATERAL PER IRWIJ STO. 5-6. REMOVE EXIST/NC PLUG ANO ✓OIN EXIST/NC PVI: SEWER. INSTALL 1 O' PVC SEWER UN£ PER A. S. T. M. D JOJ4, SOR JS. INSTALL 8' VCP SEWER UN£ PER A.S. T.M. C700. WATER CONSTRUCTION NOTES INSTALL 8' RT. TEE. INSTALL 8' 45' BENO. INSTALL 8' 22.5' BENO. INSTALL 8' 11.25' BEND. INSTALL 8' P. V.C. C-900 WATER MAIN. B£00/NG PER !RWO STO. W-11. INSTALL 12' BUTTERFL Y VAL V.: PER !RWO STD. W-7. INSTALL 8' GA TE VAL V.: PER !RWO STD. W-7. CONSTRUCT THRUST BLOCK PER !RWD STD. W-12. REMOVE EXISTING CAP & THRUST BLOCK AND ✓O!N EXISTING P. V.C. WATER UN£. INSTALL !' WATER SERVICE W/ METER BOX PER !RWD STO. W-1. INSTALL FIR£ HYDRANT ASSEMBLY PER !RWO STD. Yl-5. INSTALL 8' D.lP. WATER MAIN CL 50. BEDDING PER IRWD STD. W-1I WITH BONDED ✓0/NTS. CONSTRUCT £ND OF LIN£ BLOW OFF PER !RWD STD. W-J. INSTALL 12' X 12' X8' FLANGED TE£. REMOVE EXISTING BLIND FLANGE ANO ✓OIN EXISTING P.V.C. WATER LINE. RECLAIMED WATER CONSTRUCTION NOTES INSTALL 2' WATER SERVICE YI/METER BOX (LANDSCAPE SERVICE) ANO PLUG £NO. STORM DRAIN CONSTRUCTION NOTES CONSTRUCT INLET TYPE I PER !RV/NE STD. PLAN NO. 300. CONSTRUCT INLET TYPE II PER !RV/NE STD. PLAN NO. JO!. CONSTRUCT ✓.S. TYPE I PER !RV/NE STO. PLAN NO. 306. CONSTRUCT ✓.S. TYPE Ill PER !RV/NE STD. PLAN NO. 308. INSTALL 36' RCP (SE£ PROFILE FOR O LQ4D). INSTALL 30' RCP (SE£ PROFILE FOR D LQ4D). INSTALL 24' RCP (SE£ PROFILE FOR D LQ4D). INSTALL 18' RCP (5££ PROFILE FOR D LOAD). INSTALL 36' RCP SPECIAL COVER PIP£ I 1/2' MINIM//M COVER OVER STEEL REINFORCEMENTS (SE£ PROFILE FORD LOAD). CONSTRUCT REINFORCED CONCRETE COLLAR PER CITY OF !RV/NE STO. CONSTRUCT ✓.S. TYPE IV PER CITY OF !RV/NE STD. PLAN 309. ** FINAL STRUC1URAI. PAV£MENT SECTION WILL 8£ DEJERMINED AT THE COMPLEJJON OF GRADING BY THE SOILS ENG/NffR. ( TO BE REVIEWED AND APPROVfD BY THE CITY E'NGINEER.) PLAN 310. f./NIT SF SF LF SF £A £A £A £A LF LF LF LF £A £A £A £A £A £A £A LF LF LF £A LF LF £A £A £A £A LF £A £A £A £A £A £A LF £A £A £A £A £A £A £A £A LF LF LF LF LF LF £A Of.lANTITY Of.lANTITY TRACT TRACT 15478 15479 99,955 60,510 - - 7,050 4,155 24,480 15,425 11 7 25 15 /J J 10 5 800 JOO "120 80 400 150 339 226 64 39 6 1 2 1 47 7 2 - 15 13 50 43 39 - 2645 2103 2210 1250 ' 1 -7J 285 - 2 - 4 ' 2 - 1 2 J. 185 1,500 1 - B - 10 J ' - 50 4J 11 7 149 - J J ' - 4 3 2 2 ' ' 11 9 10 5 -1 721 20 320 - 445 400 1219 70 99 - -' 2 - 7 l'UIHS PREPARED BY: ---1------+----------------------------------+---t------O e s ~ ADAMS• STREETER ,. CIVIL ENGINEERS, INC. ---1-----+----------------------------------+---1-------0 16 Corporate Park, lrvlm,, CA 92808 3 Pl& C949J 474-2330 Fax: 474-0251 ---1----1----------------------------------+---I----I eman: ASIASl@lx.netcom.com 2 1/6/99 REV/Sf STRffT NAMfS 1 /b-/. /J ;}-;;:fl_, l/3ih? ~J(/Vofk R.C.E. NO. J2439 NO. DATE REVISIONS APP. DATE Expiration Date/12/31/00 DATE DRAWN BY: P.K., T. T. 10-97 DATE DESIQHED BY: L.S,P.K. 10-97 DATE CHECKED BY: F.J.P. 10-97 LIST OF ABBREVIATIONS FH MH CE/ JS co ow LEGEND WATE'R SHT. NO. SE'WER SHT. NO. STREET SHT. NO, FIRE HYDRANT MANHOLE CATCH EIASIN JUNCTION STRUCTURE CLEAN OUT DOMESTIC WATER RECLAIMcD WATER STORM DRAIN SHT. NO, FIRE HYDRANT CATCH BASIN SfWER MANHOLE JUNCTION STRUCTURE VALVES PROPOSED WATE'R LINES PROPOSED SEWER LINES TRACT 15517 \ \ I \ \ TIIACT IIOI.WDARY \ ' .,. " 100' STREET, STORM DRAIN, SEWER, & WATER IMPROVEMENT PLANS FOR: f>r!ST. 12" PVC DW TRACT 15478 & 15479 -BONITA-VILLAGE PLANNING AREA 26A CONSTRUCTION QUANTITIES & INDEX MAP CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT /C2 TIIACT IIOUIIDARY PRO.ECT NO. 30927-TC SHEET 2 OF 25 I I a i -' , s 0 " e: - 0 " s 0 ~ • " a ~ ~ ~ m ,, m < i, < m ,, 0 ' " • D ,, B D 0 ~ ~ z C < m m D ~ rn ~ ~ \; z J: □ 5 n □ ;g □ ~ El z . ~ z !TI n • C ~ D " z " ~ \; z :c D r □ Cl D " ~ □ " '1 El z ~ z rn n ,. C ~ □ " z " I I I ) I N 0 ~ ~~ ,: z :c □ --r .,,. -□ J-5~ ~ n □ -~ ~ ,, C ~ s m □ co "' ; ~ "'E z El ,_ ~ z r'lA -0,: m m • '"" D 0;: co "' co "' o-<. _-, "' Cl II •W z _J -:i ii: I\) \\ ~ N fl\ "'-c s III m JJ 0 II ~ z (j) z C s CD m II ~ ~ ..,. ~ 1' ~ -ti '-I \1'l 0 II ~ z (j) z C s CD m II 0 II ~ z (j) 7 .. ~ 25' • ., ., • I :i ., ~ R/W R/W 2a5' 28.5' ,o.s•-r6.5' 24°-35' 10.5'-16,5' . 4' SID£WALK 1 6.5'-72.5 12'-18' . 12'-18' 6.5"-12.S' I 4" s1nrwA1 K PARKWAY . PARKWAY 8' ' 8' PARKING PARKING 2.0!1< 2.2l< ~ ~ -" ;;_;,,.=,, ,~ .. = 1.10/STUR[ BAIIRl£R -12' WIDTH e Cl+,12' I.IOIS11JR£ BAIIR/£R P£R crrr OF IRVIN[~ 14' WIDTH ~ CL+,07 f-PER cm' OF 1FMN£ STD. PLAN 222. 15: WIDTH e Cl+,05' STD. PLAN 222. 18 WIDTH e Cl-,02 MARBLE SAND~~.BOARl)lVAt;K,~ LANDP0RT, ~.Al!_TELU, PEPPERTREE, SEABRIDGEJ ~ 2~JJJSTREETs---8Ee1'ro~ m NOT TO SCALE R/W 99' R/W 10' r------------~----------------t"LA""ND"'SCA""'P£:t--TRACT BOIJN()AR'( NtY R/W 75' E:ASE/J[l{f I w L (PUBLIC) LOT J2' 42.5' 5' SIDEWALK /J£ANDfRINC SIDEWALK 6' BLOCK WALL EXISTING HARBOR VIEW NORTH (NOT A PART) NOT TO SCALE 99' 18' JJ' 24' VAR/E'S C3' 10.S' 8' 8/K[ IAN[ ~ 2' EXISTING BONITA CANYON ROAD (NOT A PART) NOT TO SCALE L PROPOSED FINISHED SURFACE ABOVE PIPE 45' Cl BENDS (TYP) RCP Sil£ PER PLAN BOTTOM OF RCP 5' MIN TYP TOP OF PIPE 8' BIKf lAN£ 5• StY R/W .:i • 6.5' 6' 4 •• 4. • .rtt-t-R= 7 O' \:to.,l.l .,, • R= H}' <ri "' R=6 SIDEWAL.K-RAMP TRANSITION CASE 1 R=6' ~ R=1B.5' -, -,---,-:--'-I ....,4,.._ ----...:=6'7 . ~ . 4"1-... . "'l <O ., .. ... SIDEWAL.K-RAMP TRANSITION CASE 4 1/4" GROOVES J/4 • O.C. 111 "' :;l R=2' R=2' ::J Ill S/DEWAL.K-RAMP TRANSITION CASE 7 R=6' 1/4" GROOVES J/4" O.C. 4.51 4' 1/4" GROOVES J/4" o.c. I I <> I 4.'. 10.5' R=6' R=18.5' R=6' SIDEWAL.K-RAMP TRANSITION CASE 2 R=6' I .. • R=16' R=12' SIDEWAL.K-RAMP TRANSITION CASE 5 1/4" GROOVES J/4" O.C. ,o· • ,;--tH-R= 14' R=10' 1 /4" GROOVES J/4" o.c. 4.5' 4' 1/4" GROOVES J/4" O.C. . ,,. R=2' R=2' t SIDEWALK-RAMP TRANSITION CASE 8 R=6' R=18.5' R=5' .• SIDEWAL.K-RAMP TRANSITION CASE 3 1/4" GROOVES J/4" o.c. R 9W 10.5' 10· .. ---~-, •. R=6' -,-,....,-,c_-'-. • .----.:-'. R::;:=18.5' . ., .,.. . R=16' R=12' • SIDEWAL.K-RAMP TRANSITION CASE 8 SECTION A -A SECTION C. C ,;--iH-R= 14' R=l0' O" UP 1/4" GROOVES J/4" 0.C. ~ 6' ROUNDED\J EDGE ' ' . ~ .. , ... SECTION B -B TOP OF SIDEWALK @ ___ s...,.I __ D __ E..,.W.,_'.A __ L ..... K...,A ........ C,;;;;,C .... E_,S_,S .... R __ A __ M __ P ___ NOT TO SCALE - 12' EI.R.E ....... L .... ·.·A· '· ·. ··. ::. . . . . . ·... . .. . . . ... ...... . . ::•. :: • . • : .. : ..... . ................. . . . ND PARKING 1' LIP ' ' .. -· -r Ins pecles "' "' -"' :!:' g§ a: 0 "' ... ~ 2' "' 0 -J K • 2 .L • ..., - TYPICAL WATER METER LOCATION NOT TO SCALE NOTE: CONTRACTOR SHALL VERIFY CURRENT PAVEMENT CONDJJIJlN_,EJ)R HARBOR Vl£W NORTH, BA TT£R5£A, AND(MARTE:LLI BEFORE CONSTRUCTION. COLD~TO ALLOW 0. 1' MIN. FINAL A.C. PAVEMENT ONLY AS REQUIRED . .ii ~m~~m .. .a. ,$ ,$ • -=--.db.~ •$,;a,R -~ - EXIST, AC/AB PAVEMENT PER O. 1 ' MIN. _ __, 26485-TC COLD PLANE AS REQ'D, A.C. OVERLAY TO MATCH FINAL DESIGN GRADES. MARBLE SANDS BATTERSEA MARTELLI 1 MODIFIED JOIN DETAIL NOT TO SCALE TOP OF 4' SIDEWALK J\, 7 6.5' OR 12.5' 4' PARKWAY WALK SECTION C-C 4' PCG SDWK. w PER Pi.AN _,. 'I • :: •• I' ; ..i ,., . . 6' PC OWY. SECTION B-B 4• PCG SOWK. ... _,,,, ___ TYPICAL ANCHOR BLOCK FOR 45' VERTICAL BENDS co .... TD\v' A\v'AY ZONE 1B' standard cu rb & 24' roller;{ curb~ idewalk or trion areta /l others 5' In o B c--, B TYPICAL WATER LINE VERTICAL OFFSET NOT TO SCALE STREET NAME SIGN SCHEDULE STREET NAME LOCATION MARBLE SANDS & BOARDWALK MARBLE SANDS @ STA: 13+27.73 MARBLE SANDS & BOARDWALK MARBLE SANDS @ STA: 14+04,07 BATTERSEA & (PEF'PERTREE ) BATTERSEA @ STA: 17+63.25 .. _ BATTERSEA & MARBLE SANDS BATTERSEA @ STA: 20+53.83 BATTERSEA & MARBLE SANDS BATTERSEA @ STA: 21+41.63 BOARDWALK & W. BOARDWALK W. BOARDWALK .@ STA: 1 O+ 18.22 .:;; 0 ~ ~ ..... No. 32439 C< . 12-31- LANDPORT & BATTERSEA LANDPORT @ STA: 13+83.68 C/VI\. LANDPORT &(MARTELLI) ; MARTELLV@ STA: 11 +35.56 OF C~\., ~ eve 22658A eve 22soo.1 P □LieE □R SHER[rr-s PH□NE NUMBER AttacheMent IV ___, ~e4• l'li nil'll,ll'I AttacheMent V I. The warcl FIRE LANE shall be white reflective on reel background ancl no sMoller than 4• in height for AttochMent III & VJ, ancl e• for AttachMent JV. e. Lettering shall be reel on white refl•ctive background, no sMaller than e• In height 3. Lettering shall be red on white reflective background, no sf'laller than r in height. 4. The sign sho.ll be no Sl'ioller than the dil'lenslons shown. 5. The sign shall be securely f'IDl.4nted facin9 the direction of travel and clearly visible to oncol"7rng traffic entering the designatea area. Signs sha.ll be of durable MO terial and installed o.s noted in GuidPlines ror Fire Lane Sign Mor..,nting. • CF=5' I ' PER a;,LAN ' I 4' SDWK. 6.5' OR 12.5' PKWY. CF=5' USE 2"X6" REDWOOD HEADER TO BLOCK-OUT FOR DRIVEWAY DURING PAVEMENT CONST. DRIVEWAYS, INCLUDING ASSOCIATED CURB, CURB & GUTTER AND SIDEWALK ARE TO BE CAST MONOLITH/CALLY . NOTE TO CONTRACTOR: CONSTRUCTION SURVEY CONTROL WILL BE PROVIDED BY ONE STAKE AT THE RADIUS POINT ON EACH SIDE OF THE DRIVEWAY. ORANG£ COUNTY GUIDELINES FOR FIR£ LAN£ SIGNAG£ ~~_T_Yi_P_IC_A_L_D_R_I_VE ___ W ..... A .... Y _____ A __ P ..... P ___ R __ O ..... A ...... C ...... H ......... D __ E __ T __ A;;.,_IL __ \f=-1 NOT TO SCALE 7 Pl.ANS PREPARED BY: PROJECT NO. II DETAILS 5 ~ ADAMS• STREETER 30927-TC CIVIL ENGINEERS, INC . • TRACT 15478 & 15479 IMPROVEMENTS DATE IS Corporate Park, ar.tn., CA 920<>e ., P.K. T. T. 10-97 Ph: (MSIJ 474-2330 Fax: 417._0251 BONITA VILLAGE • PLANNING AREA 26A DRAWN 81': 3 a 1/6/99 REVISE STREET NAMES SHEET DATE 1 DEBIGHED BY: l.S.,P.K. 10-97 4.P£" d;,.~. No. 1/i~f r CITY OF IRVINE 25 DATE OF NO. DATE REVISIONS APP. DATE CHECICED 81': f'.J.P. 10-97 Expiration Dote 12/J 1/00 COMMUNITY DEVELOPMENT DEPARTMENT ., . ~ ~ " s . :5 e • 5' I I ~ • s • a e , a s I 0 ' ~ is " 0 ~ ~ z C s rn ~ 0 ' " • " " m 0 " 0 ~ rn < z C s rn m " 0 ' " • " ~ z .m n • C ~ 0 ~ ~ ., \; z :r: 0 5 n 0 " ., 0 ~ i5 z • l:l z "' n • C ~ 0 ;!l " ., ~ z :r: □ r □ n □ " ., □ ~ i5 2 • l:l z "' n • ~ D ;ii :;; l\) C, C s:: tD m :D 0 :D ~ z G) z C s:: tD m :D 0 :D ~ z G) z C s:: tD m :D ) ~ -- \ 10 11 MARBLE SANDS ·---:20•--1-5•----20'----t-5'+---2□'---i ra,.34 re r--119, 15 TC 178.82 TC \ -:---- ~ A 13 ,& - ~ --~~ ffl ~ ffl n ;la~ ~ ~~ ~~ ~~ ~ ~ ~~~~ ~ffl ii ~ ~t ~ ~ -i ~ II ~~ 14 15 16 I -. 17 ~ 18 MARBLE SANDS 7 a 6/19/98 REVISE HC RAMP, AOOEO ENLARGEMENT DA Tli 1 5/11/98 ADD STREET WIDTHS ANO HANO/CAP RAMP CASE NUMBERS. OEBIGIIED BY: l.S.,P.K. 10-97 NO. SO DATli DATE REVI I NS APP. DATE CHECl(ED BY: F.✓.P. 10-97 •• t:::. r 20 I CONSTRUCTION NOTES **ft\-CONSTRUCT 4• AC/8" AEI WITH 1.5" OF AR 4000 1/4" ASPHALT BASE ~ CONSTRUCT 4• AC/8" AEI WITH 1.5" OF AR 4000_ ASPHALT CAP W/ 2% LATEX. ~ CONSTRUCT CURB AND GUTTER PER /RV/NE STD. PLAN 200, TYPE "D". ©-CONSTRUCT 4" THICK P.C.C. SIDEWALK PER /RV/NE STD. PLAN 201. ~ INSTALL 1 BLUE DOT MARKER 6" AWAY FROM CENTf:RLINE OF STREET TOWARDS FIRE HYDRANT LOCATION. ®-INSTALL STREET LIGHT 5,800 LUMEN$, 70 WATTS HPS STD. MARBEUTE POLE WITH UNDERGROUND SERVICE WITH 6 FT. MAST ARM ~ CONSTRUCT LOCAL DEPRESSION PER /RV/NE STD. PLAN JOJ. @-1NSTALL 4" PVC (CL J15) IRRIGATION 5L£EVE. ~ INSTALL 2" PVC (CL J15) WIRING SLE£VE. @-CONSTRUCT DRIVEWAY APPROACH Pf:R DETAIL ON SH£ET J. ~ INSTALL "STREET NAME" SIGN PER CITY OF IRVINE STD. 216 & 216A @-CONSTRUCT MODIFIED JOIN PER DETAIL ON SHEET J. ** FINAL STRUCTURAL PAVEMENT SECTION WILL BE DETERMINED AT THE COMPLETION OF GRADING BY THE SOILS ENGINEER. ( TO 8£ R£VIEWED ANO APPROVED BY THE CITY ENGINEER.) CURVE DATA TABLE CURVE DELTA RAO/US LENGTH 1 12•54•oa· 482.00' 108.54' 2 12•54•oa· 500.00' 112.59' J 12•54•oa· 518.00' 116.65' 4 99·52•41• 25.00' 4J.58' 5 88"54'57" 25.00' 38.80' 6 11•49'4s• 500.00' 103.24' 7 11•49•4s• 518.00' 106.95' " .. 8 03'02'11· 482.00' 25.54' I I 9 10'19'J7" 582.00' 104.90' TANGENT 54.50' 56.54' 58.57' 29.7J' 24.53' 51.80' 5J.67' 12.77' 52.59' GRAPHIC SCALE I inch = 40 fL 1 10'28'41" 600.00' 109.73' 55.02' Pl.A/IS PREPARED 8Y: -~ Ll. 2¢ 1/21h1 Sphe; .;?)io,,c, R,C,E:, NO. J24JS £,pirotion Date 12/J1/00 1 10'28'41" 618.00' 113.02' 56.67' PLAN & PROFILE MARBLE SANDS TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE • PLANNING AREA 26A CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT PROl'U ICAlE HORIZ. t• = 40' VERT. 1' • 4' PROJECT NO. 30927-TC SHEET 4 OF 25 ~ ru 0 I I 0 s • g 0 • • e a C ~ 'l ~ e . e § s a ~ I I ~\ ru --~I I!, I!, ~I +' <XJ I!, 0 I!, .. '" I ....... "'"" .. / ... I!, ->. a~ co s.... ~ Ol 0.:; --..., E" -:;:g 'CJ'~ IJ") (\J -, o= "' CJ',(]'o CU/ -.. -7 ~ II ·W Z.J -j Li: ~ 0 ~ :il • z !" ~ C: ~ 0 z C s: CD m II ;.__ __ __, " \; z :,: 0 0 5 II • n m 0 ~ 0 • n 0 " m 0 • ~ ~ z z 5 G1 C z < • z m • • C s rn ~ s: • • z CD _m D m ,,. II C: ~ 0 :1 ;;; ~ \; z ,: 0 0 ~ 0 II • 0 ~ m 0 0 • ~ □ ~ m □ • ~ z ~ z 5 G1 C z < 0 z m • • C □ ' ~ s: m ~ z CD "' n m ,, II C: ~ 0 n "' ,, " \; z ,: 0 0 5 II • n m 0 ~ ~ ;g ~ 0 ~ ~ z ~ 6 ~ z G) ~ -I ' Ii; ~; I I I Iii ~ 1i I I I __ _Jill_ _ __. ___ V ffl Ill ~ i 17 Ra 12 I "' ~ I c.., ii Cl. "' QJ S! ,. "' l!l co ,-: ~~ ::i <> 0, iii ..: ... 0 .,.. ... ~ ... "' QJ -- •• 0 20 ., ~-~ I I GRAPHIC SCAIE 1 inch = 40 19 20 ~ " "' ... ~ • --• -\ --~ - 8'. <> 8: E;J ' ~ ~ ~ :::i ~ ;:;~ "' ili IQ ~~ .... ~ :Iii ... 2? ... ... "' ... "" -2? "' -"" 12 -; I @5) \ \ I I \ I. MARBLE SANDS ~R<lfESS;(W, $ '\\\I.BUR c;; '4, ~ .. :;j~ ~~ I ~~ ~~ :Z "' No. 42181 S:: s;:; fL • EXP. 3-31-00 * ~;; C/V\'-# 'f OF C~I_\\ l:i ~ e ~ ~ ~ ~ ~~ ~~ PROn.EICALE - ~ ~ elb ~ ,-: ~ ~ "" ~12 --..J:y 7 • • ~ 21 23 <> I -... 7 CURVE DATA TABLE CURV£ DELTA RADIUS LENGTH TANGENT (1) 31'47'18" 20.00' 11.10' 5.69' ® 02'J5'26" 20J2.00' 91.87' 45.94' (J) 04'JO'JO" 2050.00' 161.JO' 80.69' © 02'J5'47" 2068.00' 9J.71' 46.86' 5 32'04'55" 20.00' 11.20' 5.75' 6 31'29'50" 20.00' 10.99' 5.64' 7 31·29•35• 20.00' 10.99' 5.64' ® J2"05'10· 20.00' 11.20' 5.75' (9) 01·00•55• 2038.00' J6.11' 18.06' @ 01·01•29• 2062.00' J6.88' 18.44' (11) 31·JJ'5J" 20.00' 11.02' 5.65' @ J1"52'02" 20.00' 11.12' 5.71' (J3> 32'01 'OJ" 20.00' 11.18' 5.74' @ 31"42'JO" 20.00' 11.07' 5.68' (JS) 01•07'J6" 918.00' 18.05' 9.02' @ 32"27'16" 20.00' 11.33' 5.82' {13 31'08'05" 20.00' 10.87' 5.57' @ 02·13'45• 912.00' JS.48' 17.74' (19) 04•59•34• 900.00' 78.4J' J9.24' ® 01"07'14" 882.00' 17.25' 8.62' (21) 31•05•45• 20.00' 10.86' 5.57' @ J2'28'J8" 20.00' 11.34' 5.8J' (23) 02•05'31• 888.00' 32.68' 16.34' ® 16'58'J5" 100.00' 29.6J' 14.92' -i 16'15'J6" 100.00' 28.J8' 14.29' 146"50'43" 8.00' 20.50' 26.87' ~"I) 21J"09'1J" 14.00' 52.08' 47.0J' @ 21J"09'16" J8.00' 141.J7' 127.65' Pl.ANS PIEPARlill· BY: 4 ADAMS • STREETER ---------~ CIVIL ENGINEERS, INC. a--~--t---+---~-----------------+-----f---1 DATE 15 Corporate Park. nine, CA G2B08 Ph: (714. 474-2330 Fax: 714-0251 3 HORIZ. 1 • = 40' VERT. 1• = 4' CONSTRUCTION NOTES **0-coNSTRUCT 4" AC/8" AB WITH 1.5" OF AR 4000 1/4" ASPHALT BASE ~ CONSTRUCT 4" AC/8" AB WITH 1.5" OF AR 4000_ ASPHALT CAP W/ 2% LATEX. ~ CONSTRUCT CURB AND GUTTER PER /RV/NE STD. PLAN 200, TYPE "D". @-coNSTRUCT 4• THICK P.C.C. SIDEWALK PER IRVINE STD. PLAN 201. ~ INSTALL 1 BLUE DOT MARKER 6" AWAY FROM CENTERLINE OF STREET TOWARDS FIRE HYDRANT LOCATION. ®--INSTALL STREET LIGHT 5,800 LUMENS, 70 WATTS HPS STD. MARBELITE POLE WITH UNDERGROUND SERVICE WITH 6 FT. MAST ARM ~ CONSTRUCT LOCAL DEPRESSION PER /RV/NE STD. PLAN JOJ. ©-INSTALL 4" PVC (CL J15) IRRIGATION SLEEVE. ~ INSTALL J" PVC (CL J15) IRRIGATION SLEEVE. @-INSTALL 2" PVC (CL J15) WIRING SLEEVE. ~ CONSTRUCT CURB AND GUTTER PER /RV/NE STD. PLAN 200, TYPE "A~ @-CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET J. ~ INSTALL "NO STOPPING" SIGN PER CALTRANS TRAFFIC MANUAL. ** FINAL STRUCTURAL PAVEMENT SECTION WILL BE DETERMINED AT THE COMPLETION OF GRADING BY THE SOILS ENGINEER. ( TO BE REVIEWED AND APPROVED BY THE CITY ENGINEER.) PLAN & PROFILE MARBLE SANDS PROJECT NO. 30927-TC TRACT 15478 & 15479 IMPROVEMENTS 2 l ---'~~~~=~:::.;.:..::.::;::.:.;:::..:::.::::..=::::::::::::..:::::::::...:::::;!;..:,::::~::;:;.----+----'---1!DR::A:::WN=B:.~::.., !:....=:=P.;;;.K.;;:;. =T.T.;;;. +1'=:0011;:;:;9;;;;~7;:::.,I '~· C ')'. A~. -'1, ,,.& BONITA VILLAGE -PLANNING AREA 26A 5 ---------------------------SHEET __ _ ' NO. 5/11/98 AOD STREET WIDTHS AND HANO/CAP RAMP CASE NUMBERS. DESIGHED IY: l.S.,P.K. \I.J ~ 'l::t,//,1/1i DATE David W. Graves, R.C.E. NO. ~2181 Expiration Date J/J 1 /00 DATE REVISIONS APP. DATE CHECICED SY: F.J.P. 10-97 25 CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT OF I I 0 s " '?, e a e g ~ " D 0 ~ u • D D 9 D 0 ~ m < z C < m ~ 0 ' • • D • ~ z "' n )> C: ~ 0 I ~ z :i: 0 6 n 0 ~ .., □ ~ B z • I .m n )> C: ~ 0 Jl i ,c. C s:: Ill m ]J 0 ]J ~ z (j') z C s:: m JJ 0 JJ ~ z G) z C s:: Ill m ]J ) 0 ]J ~ z G) 7 ~ 15 -------------------------------------- ~ • - ~ ~~----~~--•_---_" ~ml 111111 -~-:•=:~ : ~>2j~ ... ~--~ 17 PEPPERTREE SEE SHEET 9 ~ ~ I -- ~ II·--··-·· --· ------...0 --.. .. . . -· ~ .. --·------ 19 -BATTERSEA ,o 0 20 <10 80 1-~ I 1 I GRAPHlC SCALE I inch = 40 fl ~ 7 I 20 MARBLE SANDS SEE SHEET 4 21 -■-= ~- ~ ~ ~ ~ 22 23 LANDPORT SEE SHEET 10 2 9/9/98 REVISED PLAN, PROFILE, CURVE TABLE DATA AS NOTED. DA TE' 1 5/11/98 ADD STREET WIDTHS AND HANDICAP RAMP CASE NUMBERS. DEBIGHED BY: £.5 .• P.K. 10-97 DATE' NO. DATE REVISIONS APP. DATE CHECKED BY: F.J.P. 10-97 r -~~ 24 ~ PLAHS PREPARED BY: ~. il;?,@. 1,61/~1 .;;,;n r.Pvofk, R.C:.E:. NO. J24J9 E•pirotion Dote I 2/J 1/00 ~ CONSTRUCTION NOTES PIIOl'U! ICALE HORIZ. I' = 40' VE:RT. 1• = 4' **'f\--CONSTRUCT 4• AC/8" AB WITH 1.5" OF AR 4000 1/4" ASPHALT BASE ~ CONSTRUCT 4• AC/8" AB WITH 1.5" OF AR 4000_ ASPHALT CAP W/ 2% LATEX. ~ CONSTRUCT CIJRB AND GUTTER PER fRVINE STD. PLAN 200, TYPE "D". ®-CONSTRUCT 4" THICK P.C.C. SIDEWALK PER IRVfNE STD. PLAN 201. ~ INSTALL 1 BLUE DOT MARKER 6" AWAY FROM CENTERLINE OF STREET TOWARDS FIRE HYDRANT LOCATION. @-INSTALL STREU LIGHT 5.800 LUMfNS. 70 WATTS HPS STD. MARBEUTE POLE WITH UNDERGROUND SERVICE WITH 6 FT. MAST ARM ~ CONSTRUCT SIDEWALK ACCESS RAMP PER DUAIL ON SHEU J. ®-CONSTRUCT LOCAL DEPRESSION PER IRVfNE STD. PLAN JOJ. ~ INSTALL 4" PVC (CL 315) IRRIGATION SLEEVE. @--INSTALL 2" PVC (CL 315) WIRING SLEEVE. ~ INSTALL "STREU NAME" SIGN PER CITY OF /RV/NE STD. 216 & 216A ®-CONSTRUCT MODIFIED JOIN PER DUAIL ON SHEU .l. ~ INSTALL "NO STOPPING" SIGN PER CALTRANS TRAFFIC MANUAL ** F"fNAL STRUCTURAL PAVEMENT SECTION WILL BE DETERMINED AT THE COMPLUION OF GRADING BY THE SOILS ENGINEER. ( TO BE REVIEWED AND APPROVED BY THE CITY ENGINEER.) CURVE DATA TABLE CURVE n,1 TA RADlUS LENGTH TANGE:NT Q) , 22"39'25" 50.00' {2) , 20"J0'47" . 50.00' . 17.90' • 9.05'/ /J) 88'00'00" 25.00" J8.40' 24.14' {4) 91'54'19" 25.00' 40. 10' 25.85' @ 07"44'30" 1014.00' 137.01' 68.61' {6) 07"44'.lO" 1000.00' 135.12' 67.66' IJ) or44'.io· 986.oo· 1JJ.2J' 66.72' {8) 92"4.l'19" 25.00' 40.46' 25.22' @ 87"16'41" 25.00' 38.08' 23.84' <!!!J 92'52'2.l" 25.00' 40.52' 25.29' @ 08"05'1J" 714.00' 100.78' 50.47' {12) 08'05'1 J" 700.00' 98.80' 49.48' @ 08'05'13" 685.00' 96.82' 48.49' PLAN & PROFILE BA TTERSEA TRACT 15478 & 15479 IMPROVEMENTS PROJECT NO. 30927-TC BONITA VILLAGE -PLANNING AREA 26A 6 1--------------------------18HE£T __ _ CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT OF 25 I I I I ) -C ~ !II m JJ 0 JJ ~ z G"l z C ~ !II m JJ 0 JJ ~ z (j"J z C ~ !II • m JJ ) I 0 JJ ~ z G"l 7. 10 MARBLE SANDS SEE SHEET 4 ~ 10 00 ' ' ' 11 3 t "' ~ ., <.) ' ' ' • ' 111, 0 •:::i -! GRAPHIC SCALE 20 " I I 1 inch = 00 I 40 fl 0:: f;l @\ !!./ 7 NJ. ti:2~ " 11 ;;,.~ No. 32439 "" .. XP. 12-31-00 s C!V\\ a 1 NO, 11 12 13 'CY 1s Sc ~~ 8 ><~ o:: d ~ 0 + ! ;i; 0 -., cl; g ;1 I ++ -o -- 7 Q---- 12 5 1s <.l "'l I 8:: ~ ~~ ... ~ --0, " +<.l ::! 0> "' "' :'.!.., ~,.11 9 ~,.ii 0> ... _, .., f;j "' (!fl} "'~ 0> ~~ -;;!; 1-• -.., ~ 1i ...,-~ <:r ,. r 12 W. BOARDWALK 1/6/99 REVISE STREET NAMES /11/9B ADD STREET WIDTHS AND HANDICAP RAMP CASE NUMBERS. DATE REVISIONS APP. DATE ·------ ------- <.) ! 8:: "' ~ d .,, ':ii -,. ... - ® oo· 17•11 • 1034'26" roJ4's1· 21.3"09'17" 21.3"09'17" 14050'43" DRAWN BY: P.K. T. T. DESIGNED ar, L.5.,P.K. CHEC/CED 8Y: F..J.P. 14 ,. I I I I / 15 --· 5 4012.00' 20.05' 31"56'24" 100.00' 2B.9J' 14.57' ® 00-17'02" TOO.DO' 28.94' 14.57' 01•47"16" JB.00' 141.J7' 127.65' @ on ,·so· 14.00' 52.08' 47.0J' J1"56"20" 8.00' 20.50' 26.B7' ® J1"38"1B" Pl.ANS PREPARED 8Y: ~ ADAMS• STREETER CIVIL ENGINEERS, INC. DATE 15 Corporate Psk, tmn., CA 82808 T0-97 Ph: (049) 474--2MO Fix: ,7'-021!51 DATE ~" J1 '2;;:::a, //J/09 T0-97 DATE opMn Motk, R.C.E. NO. J24J9' T0-97 [xpirotion Dote 12/31/00 PROn.E $CALE HORIZ. I' = 4<1 VERT. I'~ 4' 16 17 20.00' 398B.OO' 4000.00' 401B.OO' 20.00' 20.00' CONSTRUCTION NO TES **ft' CONSTRUCT 4• AC/B" AB WITH 1.5" OF AR 4000 1/4" ASPHALT BASE \.fr CONSTRUCT 4• AC/8" AB WITH 1.5" OF AR 4000_ ASPHALT CAP W/ 2% LATEX. ~ CONSTRUCT CURB ANO GUTTER PER IRVTNE STD. PlAN 200, TYPE •o•. ®--CONSTRUCT 4• THICK P.C.C. SIDEWAU< PER IRVINE STD. PL.AN 201. ~ INSTALL 1 BWE DOT MARKER 6" AWAY FROM CENTERUNE Of STREET TOWARDS FIRE HYDRANT LOCATION. @--INSTALL STREET LIGHT 5,800 WMENS, 70 WATTS HPS STD. MARBEllTE POLE WITH UNDERGROUND SERVICE WITH 6 FT. MAST ARM ~ CONSTRUCT SIDEWALK ACCESS RAMP PE:R DETAIL ON SHEET J. 0-CONSTRUCT LOCAL DEPRESSION PER /RV/NE STD. PlAN JOJ. ~ INSTALL 4" PVC (CL J15) IRRIGATION SLEEVE. @-INSTALL J" PVC (CL .315) IRRIGATION SLEEVE. ~ INSTALL 2" PVC (CL 315) WIRING SLEEVE. @-CONSTRUCT CURB AND GUTTER PER /RV/NE STD. PLAN 200, TYPE "A~ ~ CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 3. @-INSTALL "STREET NAME" SIGN PER CITY OF IRVTNE STD. 216 & 216A ~ INSTALL "NO STOPPING" SIGN PER CAL TRANS TRAFFIC MANUAL. CURVE DATA TABLE CURVE DELTA RADIUS LE:NGTH TANGENT ( 1) 180"00'4B"' 4.00' 12.57' J4646.76' ® 1ao·oo•o5• 4.00' 12.57' 255B57.21' (J) BJ"27'J9" 25.00' ,36,42' 22,JO' © 09•11•24• J71.50" 59.59' 29.86' (5) 30"12'40" 20.00' 10.55' 5.40' ® JJ"26'19" 20.00' 11.67' 6.01' (7) 0.3'09'02" .377.50' 20.76' 10.JB' @ 22'04'57" J59.50' 138.56' 70.15' (9) 15'45'28" 347.50' 95.57' 48.09' @ JJ"J5'1 r· 20.00' 11,72' 6.04' {11) .30'04'37" 20.00' 10.50' 5.J7' @ 02'48'56" 341.50' 16,78' 8.J9' 11.15' 5.72' {11} 66"28'34" 32.00' 37. TJ' 20.97' 19.76' 9.88' ® 6028'35" SO.DO' 58.01' 32.77' 124.B2' 62.41' (15) 66"2B'JS" 68.00' 7B.90' 44.56' BJ.96' 41.9B' @ J1'47'1a· 20.00· 11.10' 5.69' 11.15' 5.72' (17) 01·11 ·so· 3982.00' B3.21' 41.61' 11.04' 5.67' @ 31'JB'14" 20.00' 11.04' 5.67' PLAN & PROFILE BOARDWALK PROJECT NO. & W. BOARDWALK 30927-TC TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE • PLANNING AREA 26A SHEET 7 CITY OF IRVINE OF 25 COMMUNITY DEVELOPMENT DEPARTMENT CD --□ C ' l! ~ U, • CD z [D !" n m 1' JJ ~ □ CD z ► i V \;: z :c □ 0 5 I s ~ n ~ D ~ CD □ V ~ ~ □ ~ ~ z 0 -z □ G) C z < • z ' m CD C • 0 " ' ~ ~ • C > CD z [D .m n m )> JJ ,i □ CD ~ ~ ~ I ~ 0 ,, -Ii; I ~ " Q:! I I !~ -~ {\, ~ "" ""-I \o'1 " \;: z I □ 0 5 JJ ~ ill n ~ □ • CD '!I ~ □ CD ~ z , e < z 5 G) -C z " < z , 0 m . CD C = C ' l! s ~ ~ z [D !" ~ m C: JJ ~ □ :ii ► I "' " \;: " z 0 :c D 0 0 5 JJ ~ el n ~ □ • CD ~ 0 " a, m D (J) g CD ~ z ;;;-~ ~ z □ G) 0°0" C z < ........ u-f s ..., -o 0,- V) "'"' ru ru ----'° II "' •W z-' --:i G: 10 {!JJ} 12 ~ 11 •• 0 ~ 12 .. .. GRAPHIC SCALE I Inch = 40 fl ~ 13 ~ _--v SE ABRIDGE _.. A A A - I ~ 35 Ill 15 16 T fl ~ ~ ~ 17 EE 18 CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT 1 B3'30'21" 25.00' 35.44' 22.32' 2 14•22•40• 359.50' 90.21' 45.34' 3 11'48'32" 347.50' 71.62' 35.94' 4 05'35'12" 371.50' 35.22' 18.13' • 5 29•42•35• 20.00' 10.37' 5.30' 5 35•45'35• 20.00' 12.83' 6.65' 7 34•12•53• 20.00' 11.94' 6.16' B 26'37'12" 20.00' 9.29' 4.73' 9 74'06'29" 52.00' 67.26' 39.25' 10 77'39'02" 70.00' 94.87' 56.33' 11 74'04'55" BB.DO' 113.78' 56.41' 1 30'32'19" 20.00' 10.56' 5.46' 1 37•44'50• 20.00' 11.08' 5.69' 14 33'20'13• 20.00' 11.64' 5.99' 1 31'51'14" 20.00' 11.12· 5.71' 1 31'47'18" 20.00' 11.10' 5.69' 1 01·20'57" 712.00' 16.77' 8.38' 1 30'57'14" 20.00' 10.BO' 5.54' t-f-t----,--+------,--+---,--+---,--, 7 32'38'34" 20.00' 11.39' 5.B6' 03•09•25• 71B.oo· 39.56' 19.79' 06'11'43" 700.00' 75.69' 37.BB' 01•15•47• 688.00' 15.16' 7.58' 32•40'51• 20.00· 11.41' 5.86' 4 30'55'04" 20.00' 10.79' 5.53' ""' os10•09• 682.00· 37.72' 18.B7' ~ "'~'-+--,----+---1-----,--+---,--i 02'08'02· 268.00' 9.98' 4.99' 34'08'42" 20.00' 11.92' 6.14' 29'34'42" 20.00' 10.32' 5.28' or2J'o5• 262.00· 33.77' 16.91' (J(f) 14'02'06" 250.00' 61.24' 30.77' 3' 02'07'10" 232.00' 8.58' 4.29' 29'18'19" 20.00' 10.23' 5.23' 34'27'29" 20.00' 12.03' 6.20' ~4) 06'54'32" 238.00' 28.70' 14.37' I '35> 16'26'17" 100.00' 28.69' 14.44' f--:¥4 --'-16'~3~7~.,-4~.-+~,~o~o.~oo~·-+-_.::.29~.o-1~·--+--14-_5-17'- 146"50'43" 8.00' 20.50' 26.B7' (JB) 213'09'15• 14.00' 52.08' 47.03' 21J'09'17" 38.00' 141.37' 127.65' PLAHS PREPARED BY: a 1/5/99 REVISE STREET NAMES DATE I 5/11/9B ADD STRE£T WIDTHS AND HANDICAP RAMP CASE NUMBERS. DESIGNED BY: l,S.,P.K. 10-97 ~ JIii ■ ~ ~ ~ I IWOl"LEICAI.E HORIZ. 1• .. 40' VERT. 1• • 4' CONSTRUCTION NOTES **(j)-CONSTRUCT 4" AC/B" AB WITH 1.5" OF AR 4000 ,V4" ASPHALT BASE CONSTRUCT 4" AC/8" AB WITH 1.5" OF AR 4000_ ASPHALT CAP W/ 2% LATEX. @-;;:;:--CONSTRUCT CURB AND GUTTER PER IRVINE STD. PLAN 200, TYPE "D". @--CONSTRUCT 4 • THICK P.C. C. SIDEWALK PER /RV/NE STD. PLAN 201. ~ INSTALL 1 BLUE DOT MARKER 6" AWAY FROM CENTERLINE OF' STREET TOWARDS FIRE HYDRANT LOCATION. ®-INSTALL STR£ET LIGHT 5,800 LUMENS, 70 WATTS HPS STD. MARBELITE POLE: WITH UNDERGROUND SERVICE WITH 6 FT. MAST ARM 0---;=;;-CONSTRUCT LOCAL DEPRESSION PER /RV/NE STD. PLAN 303. @-INSTALL 4• PVC (CL 315) IRRIGATION SLE:E:VE. ~ INSTALL 3• PVC (CL J15) IRRIGATION SLEEVE. @-INSTALL 2" PVC (CL 315) WIRING SLEEVE. ~ CONSTRUCT CURB AND GUTTER PER /RV/NE STD. PLAN 200, TYPE ':I.~ @--CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 3. ~ INSTALL "NO STOPPING" SIGN PER CALTRANS TRAFFIC MANUAL. ** FINAL STRUCTURAL PAVEMENT SECTION WILL BE DETE:RMINED AT THE COMPLETION OF' GRADING BY THE SOILS ENGINEER. ( TO SE REVIEWED AND APPROVED BY THE CITY ENGINEER.) PROJECT NO. PLAN & PROFILE ~!4BRIDGl 30927-TC TRACT 15~78 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A 8 1-----__;, ___ ...;;....;_ ___ ...;;. _ __;,....;.;...;;.__;, _____ -I IHEET _cc.__ NO. DATE REVISIONS APP. DATE DAR! 10-97 -Pi;h~J.(9(:-·R~2~fldf CITY OF IRVINE OF 25 £xpirot,on Dote 12/JI/OO • COMMUNITY DEVELOPMENT DEPARTMENT CHECKED llY: F..J.P. I I .c.. C s: CD m JJ 0 JJ ~ z G"l z C s: CD m JJ 0 JJ ~ z G) z C s: CD m JJ 0 JJ ~ -:;, CURVE 1 2> J 4> 5 6 7 8 9 10 1 0 00 - DELTA 06'44'20" OJ'41'27" 31·11 •55• J2'2J'17" 01'51 'J7" J2'24'24" 31•10'50• 01'51'13" OJ'00'37" J2'1J'OJ" 31'21'51" 01'31 •19• "URB RETU~ fi • ~ .· JIii ii 111 ffl$1 ~ ~ -, ~ a~~ -~~ ~ ~ -~ ii ~~ ffl E -Ii 10 11 12 13 I ~ I I RADIUS 988.00' 1000.00· 1012.00· 20.00' 20.00' 1018.00' 20.00' 20.00' 982.00' 1418.00' 20.00' 20.00' 1412.00' LENGTH 64.74' 117.62' 65. 79' 10.89' 7 7 .J7' 33.02' 77.Jl' 10.88' Jl.77' 74.50' 11.25' 10.95' 37.50' . TANGENT 14 OS'J2'04" 1400.00' 135.23' 67.67' PEPPER TREE 32.38' SB.BB' I 03"01'05" 1382.00' 72.80' 36.41' I-'-+---::-=-:-;'-::=--t--=":':;-+--:-':'=::-;-+--:-:::-;--i 1 ' J/"21'18" 20.00' 10.95' 5.61' 32.61' I J2'1J'J7" 20.00' 11.25' 5.78' 5.58' 5.87' 1 01'28'17" 1388.00' JS.64' 17.82' 1-~'-+---'-'-:---=--+-.C...:..C-'--:c-+-_;_'-'--,---/---.,---, 19 16'45'01" 100.00' 29.23' 14.72' 76.57' 5.81' t?fl\ 16'25 '42• 100.00· 28.67' 14.44' I-,._...,"'-1--:--:'::::::-":-:-t--::':-':7--,-t-"7.":7.;--lf--~==---1 " 146'50'4J" 8.00' • 20.50' 26.87' 5.58' 213"09'18" 14.00' 52.08' 47.03' I- 15.89' 213"09'17" JB.00' 141.37' 127,65' 37.25' 4 102'01'46" 47.00' BJ.70' 58.07' 5.78' 5.62' ~ 102'01'46" 65.00' 115.75' BO.JI' ,_ ~~-=-=10=2=·0-:c, ,cc46::..-+--=e3:c,o=o"' +--:-14=7,-=e-:;o,c--l-,--1=0-=-2.-=-s5::;,--, 18.75' • ·~~ -~ .. - 14 ffl ~ 15 10 11 2: 1 -------80 or 1 1.5: 1 -__ ._-__ -_;,;;: V ---- ' MARTELL. ,-.......,..__,,._,__,,., _ _,,.,'--',__..,- •~r--j ___ j-------1j GRAPHIC SCALE I inoh = 40 fl. 7 PU.HS PREPARED BY: 8 • - ~ ~ PROrU SCALE HORIZ. 1• = 40' VERT. 1• = 4' 12 CONSTRUCT/ON NOTES **'7'-CONSTRUCT 4• AC/8" AB WITH 1.s• OF AR 4000 ,V4" ASPHALT BASE \.!.,I' CONSTRUCT 4• AC/8" AB WITH 1.5" OF AR 4000_ ASPHALT CAP W/ 2% LATEX. @;::;:-CONSTRUCT CURB AND GUTTER PE:R /RV/NE: STD. PLAN 200, TYPE: "D". @-CONSTRUCT 4• THICK P.C.C. SIDEWALK P[R IRVINE STD. PLAN 201. ~ INSTALL 1 BLUE DOT MARKER 6" AWAY FROM CENTERLINE OF STREET TOWARDS f"TRE HYDRANT LOCATION. ®-INSTALL STREET LIGHT S,800 LUMENS, 70 WATTS HPS STD. MARBELITE POLE WITH UNDERGROUND SERVICE WITH 6 FT. MAST ARM ~ CONSTRUCT LOCAL DE PRESS/ON PER /RV/NE STD. PLAN 303. ©-INSTALL 4• PVC (CL J1S) IRRIGATION SLEEVE:. ®z-./NSTALL J" PVC (CL J1S) IRRIGATION SLEEVE:. @-INSTALL 2" PVC (CL J 1 S) WIRING SLEEVE:. ~ CONSTRUCT CURB AND GUTTER PER /RV/NE STD. PLAN 200, TYPE "A". @-CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET J. @%-®-INSTALL "sTREET NAME" SIGN PER CITY OF IRVINE STD. 216 4c 216A. 14 CONSTRUCT MODIFIE:D JOIN PER DETAIL ON SHEET J. ~ INSTALL "NO STOPPING" SIGN PER CALTRANS TRAFFIC MANUAL. ** FINAL STRUCTURAL PAVEMENT SECTION WILL BE DETERMINED AT THE COMPLETION OF GRADING BY THE SOILS ENGINEER. ( TO BE REVIEWED AND APPROVED BY THE: CITY ENGINEER.) PLAN & PROFILi i,lpEPPERTREE I ' PROJECT NO. (& MARrELLI 30927-TC - TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A 9 1----------------------------t8HE£T __ _ a 1/6/99 MOVED DRIVEWAYS 4c ST. LIGHT, REVISE STRE£T NAMES DATE 1 l~:/11/98 AOD STREET WIDTHS AND HANDICAP RAMP CASE NUMBERS. DESIGNED BY: L.S..P.K. 10-97 NO. DATE REVISIONS APP. DATE DATE 4~: ~R-~&"04~/Ji,/71 CITY OF IRVINE OF 25 f',piroVWDote 72/Jl/OO COMMUNITY DEVELOPMENT DEPARTMENT CHECKED BY: F.,J.P. 10-97 "' 0 <C 0 I I "-G) \ j I z C s:: [I] m JJ 0 JJ ~ z G) z C s:: O] m JJ 0 JJ ~ z G) z C s:: O] ~ 0 JJ ~ z G) ~ - 10 -,,,,.. _,,..,.,....__," MARTELLI SEE SHEET 9 11 ,o 0 1~-1 ~ I 12 12 t 20 <O 1_1 \ \ '5 ~ GRAPHIC SCAIE I Inch -40 ft. eo I J2.4B' 69.7J' LENGTH iGTH ON CURB . 70.68' ~ ~~~- llllllllllli ~ ~ II 13 I \ --I II ~ ~ ~§ i ■ = ~ ~ .. ~ • ~~~ ~ ~gii I i ~ ~ -~ 14 15 16 17 18 19 20.00' S.SJ' OJ'18'57" 718.00' LANDPORT (l,4) 32'40'51 • 20.00' 11.41' 5.85' J2'J8'J4" 20.00' @ 07'0J'J0" 688.00' 12.71' 6.JS' J0'57'74" 20.00' y:07 18'J5'J5" 100.00' 32.48' 15.J8' (79) 01'J1 '17" 712.00' @ 146'50'4J" 8.00' 20.50' 26.87' 14'56'21" 100.00· '?!1) 21J'09'20" 14.00' 52.08' 47.0J' 08'09'51" 700.00' @ 21J"09'16" JB.00' 141.37' 127.65' 03'18'J7" 682.00' 7 PUHS PIIEPARED BY: 11 ~ ADAMS• STREETER 5 CIVIL ENGINEERS, INC. L_! .. _JL_J_ ________ _:_ ____________ -!. __ !-_--l-------l7DiAATITEr°1 15 Corporat. P•k, ....._, CA 12808- Ph: (0491 474-2330 Fax: 47-1-0211 .S DRAWN BY: P.K. T.T. 10-97 I I 41.55' 11.J9' 10.80' 18.91' 26.07' 99. 74' 39.40' ~ ~ ~ /J'ROl'LE ICALE HORIZ. I" = 40' VERT. I" m 4' 20 I I CONSTRUCTION NOTES **ft\-CONSTRUCT 4• AC/B" AB WITH 1.5• OF AR 4000 1/4" ASPHALT BASE ~ CONSTRUCT 4• AC/B" AB WITH 1.5• OF AR 4000_ ASPHALT CAP W/ 2:; LATEX. ~ CONSTRUCT CURB AND GUTTER PER IRVTNE STD. PIAN 200, TYPE: "D". ©-CONSTRUCT 4' THICK P.C.C. SIDEWALK PER IRVIN[ STD. PIAN 201. ~ INSTALL 1 BLUE: DOT MARK[R 6" AWAY FROM C[NTERLINE OF STREET -..:V---TOWARDS FIRE HYDRANT LOCATION. ®-INSTALL STREET LIGHT 5.800 LUMEN$. 70 WATTS HP$ STD. MARBELITE POLE WITH UNDERGROUND SERVICE WITH 6 FT. MAST ARM ~ CONSTRUCT LOCAL DEPRESSION PER IRVINE STD. PIAN JOJ. ®-INSTALL 4" PVC (CL J15) IRRIGATION SLEEVE. ~ INSTALL J" PVC (CL J15) IRRIGATION SLEEVE. ®-INSTALL 2• PVC (CL J15) WIRING SLEEVE. ~ CONSTRUCT CURB AND GUTTER PER IRVINE STD. PIAN' 200, TYPE "A•. @-CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET J. ~ INSTALL "STREET NAME" SIGN PER CITY OF /RVTNE STD. 216 & 216A ®-INSTALL "NO STOPPING" SIGN PER CAL TRAN$ TRAFFIC MANUAL. ** FINAL STRUCTURAL PAVEMENT SECTION WILL BE DETERMINED AT THE COMPLETION OF GRADING BY THE $OILS ENGINEER. ( TO BE REVIEWE:D AND APPROVE:D BY THE CITY ENGINEER.) CURVE DATA TABLE CURVE: DELTA RADIUS LENGTH TANGENT (j) 12•17•01· 17J2.00' J77.J2' 186.JB' (2) 19'J2'42" 1750.00' 596.97' JOl.47' @ 10•41'59• 1768.00' JJ0. l 7' 165.56' (4) 87'20'24" 25.00' 38.11' 23.87' @ 90•10'02· 25.00' J9.J4' 25.07' (6) 1J"42'55" 50.00' 11.97' 6.01' (J) 14"54 '27' so.oo· 13.01' 6.54' (8) Ol'J4'20" 17J8.00' 47.69' 2J.85' 20.78' ® 01 'S 1 'SB" 1762.01' S7.J9' 28.70' 5.86' (76) J1'26'5J" 20.00' 10.98' 5.5J' 5.54' J2'07'55" 20.00' 17.22' 5.75' 9.45' (12) 03'48'08" 1768.00' 117.J3' 58.69' 1J.11' 32'08'17• 20.00· 11 .22· 5.75' 49.96' (J4) J1'26'J2" 20.00' 10.98' 5.53' 19.71' OJ'48'04" 17J2.00' 114.91' 57.47' PLAN & PROFILE LANDPORT PROJECT NO. 30927-TC TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A 10 ---------------------------,••-· -~-2 1/6/99 REVISED DRIVEWAY LOCATIONS &: STREET NAMES DATE 1 /11/9B ADD STRE:ET WIDTHS AND HANDICAP RAMP CASE NUMBERS. DESIGNED BY: L.5..P.K. 10 97 DATE 10-97 ,✓,&; 1 I) ,:;,LO J/2;/99 CITY OF IRVINE 25 st,6h't,,pai:·oat:·fli.i~Jol24.i9 • COMMUNITY DEVELOPMENT DEPARTMENT OF NO. DATE REVISIONS APP. DATE CHECKED BY: F.J.P. I I I I I ) , z C ~ OJ ~ 0 ::0 ~ z [j) z C ~ OJ m ::0 CJ ::0 ~ z [j) z C s [D m ::0 0 -~ ::E z [j) no~", \1C· c.•11/1....-'L,A ELLt! SD: .,...:--.,. EET 20 ST: SEE SHEET 09 'J: 7 \ 'l,~10~'1> CB No. 7-A BATTERSEA SD: SEE SHEET 21 ST: SEE SHEET 06 CB No. 3-B BOARDWALK SD: SEE SHEET 22 ST: SEE SHEET 01 CB No. 1-D W. BOARDWALK SD: SEE SHEET 24 ST: SEE SHEET 01 ... 11,1g, s ; ... it·zg, <MARTELLI ~ c~~ !} SD: SEEJSHE 20 ST: SEE SHEET 09 CB No. 8-A BATTERSEA SD: SEE SHEET 21 ST: SEE SHEET 06 CB No. 4-B BOARDWALK SD: SEE SHEET 22 ST: SEE SHEET 01 CB No. 2-D W. BOARDWALK SD: SEE SHEET 24 ST: SEE SHEET 07 CB No. 3-A LANDPORT SD: SEE SHEET 20 ST: SEE SHEET 10 CB No. 9-A BATTERSEA SD: SEE SHEET 21 ST: SEE SHEET 06 P}Ej3Rf~ SD:"sEE--SHEET 22 ST: SEE SHEET 08 ~~ SD: .:,EE----SHEET 25 ST: SEE SHEET 08 7 60 ~ ... 411, c.f 7., 6 i, ~(, ,10-1 CB No. 4-A BATTERSEA SD: SEE SHEET 21 ST: SEE SHEET 06 CB No. 10-A LANDPORT SD: SEE SHEET 20 ST: SEE SHEET 10 CB No. 6-B MARBLE SANDS SD: SEE SHEET 22 ST: SEE SHEET 04 ,~ SD:\.:sEE~ 25 ST: SEE SHEET 08 ' ,c z:; ... :;~• cf ~(, 1 Pl.ANS Pffl'ARED BY: :2, 1' i:1 ... \e 1c 110· \ i, 7.9 7,:i ... \~ 1C 110· CB No. 5-A BATTERSEA SD: SEE SHEET 21 ST: SEE SHEET 06 CB No. 1-B MARBLE SANDS SD: SEE SHEET 22 ST: SEE SHEET 04 7 CB No. 1-C MARBLE SANDS SD: SEE SHEET 23 ST: SEE SHEET 05 • 11 ~ ADAMS• STREETER 4 1-------,-....,,.,=--t CIVIL ENGINEERS, INC. -"---4--------------------------f---+-----I DATE 15 Corporate Park, lrvlne, CA 921KHl • Ph: 1714) 474-2330 Fe:K: 714-02-51 ----'~:--+.-;;:-:;;;;;-r,:;;::;;;::;:-;::;:;;;::;::;:-:;::--;;;;---------------t--+--i-Dll~A~WN~B!.,!Y;:.,.• -====-F~:::=:.I ttm11I: ASIASl@lx.netcom.oom 2 1/5/99 REVISE STRffT NAME'S DATE fJ. 1 DESIGNED eY, 0--J ,-/L 2?11... @/ti' REVISIONS DATE .STEP~ Vr,f/,1\'. R,C,f. NO, JZ.47' APP. DATE CHECKED eY: ___ ___ Expiration Dote/l./Jl/00 NO. DATE <o .,. ,,. "' ~"\,. CB No. 6-A BATTERSEA SD: SEE SHEET 21 ST: SEE SHEET 06 ,,. 7 ,,. ,,. "' .,. "' ,,. ~~ fi' "' ·~~ .> -~ ~ .> rs, c,-. ti, ~ti ~ •~C., O'-> a> _.,. <"l "' «;).. CB No. 2-B MARBLE SANDS SD: SEE SHEET 22 ST: SEE SHEET 04 c~ I) \C C,~ c1 'b ,1i'-'· \C c"J ,1i"· ~), I'<,'/!,_ ,<:J'b • k'I, <,k 1 "J(l,• '1-k ~ s-tfo~-EPPERTRE SD: EE SHEET 23 ST: SEE SHEET 09 LOCAL DEPRESSION DETAILS TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A CITY OF IRVINE ~ '(,- '."b '<', "' l 'l,"c e,<o Iii, r5 'b ,c ()() ~ ,1i"· I) '\C, ()() ,1i"' & PROJECT NO. 28009-TC 8ftEET 11 OF 25 COMMUNITY DEVELOPMENT DEPARTMENT " g t . I I s m " 0 " • ~ • ~ " !" I) ,:: ~ 0 CD 2 " ~ \; 2 r D 5 CD □ ~ m 0 □ CD ~ ~ ~ g ~ 0 ~ ~ '?, Z D ' ~ 2 a m 0 ~ • . . 0 " ~ ~ " " " .m " ~ ,:: ~ 0 CD ~ I I ~ ~ r 0 5 ~ ~ " Q ~ 0 0 ~ ~ ~ D ~ ~ s z B ' ~ 2 a m D m • . • e □ " " -~ ~ ,! " " '" " ~ ,:: ~ D CD j: ~ ;;j: \; 2 "' r D Ji 5 ~ , " -" D 0 a , D 0 ~ . m □ Ql a ~ (T.I g ~ '!fs z " r-,.. "'O ~ C 2 < 0 -~ m '-Qlo m . -07 • 0 ti; Ql Ql NN ----~ II •W z ..J -; "- .- z C s:: [D m II 0 II ~ z G'J z C s:: [D m II ~ ~ ~ I\ -0-. ' ~ \"' ~ ~ " ~-" '-111 0 II ~ z G'J z C s:: [D m II 0 JJ ~ z G) z ,- I ~ ~~ 0 lffl ~ 2 MARBLE SANDS LINE "A" •• • 20 •• 80 PY. I I 1 I GRAPHIC SCALE I inch = 40 fl 3 : .' .. --' .; -(.,,, -~;~ ,r/.• _, - . r I 4 ~ ~ ~ ~ ~ I . ' ' - 0 ~ BOARDWALK LINE "B" :ffl ffl 2 PLANS PREPARED BY: 8 ~ ADAMS• STREETER --=8----lc---+------------------1---i--,. ______ ,,_==-t CIVIL ENGINEERS, INC. 4 DA TE 15 Corporate P•k, lrYlne, CA 92908 Ph: 10401 474-2330 Fax: 47.t-0251 3 DRAWN BY: P.K. T.T. 10-97 2 1/6/99 REVISE STREIT 'NAM£S DATE f . , c DESIGNED BY: LS.,P.K. 10-97 NO. DATE REVISIONS APP. DATE CHEC/CED BY: F.J.P. DATE 10-97 ~ /IIION.E ICALE HORIZ. 1• = 40' VERT. 1" • 4' SEWER NOTES @-CONSTRUCT 60" STD. MANHOL£ P£R IRWD STD. S-1. ~CONSTRUCT 4B" STD. MANHOL£ P£R IRWD STD. S-7. ~ & CONSTRUCT S£W£R CLEANOUT PER IRWD STD. S-9. ~CONSTRUCT CONCRETE ENCASEMENT PER IRWD STD. S-10, TYPE: "8". Ii},_ INSTALL B" PVC SEW£R UN£ P£R A.S.T,M, D JOJ4, SDR J5. ~ 8£DDING P£R IRWD STD. S-5. ~INSTALL 4• PVC 5£WER LAT£RAL P£R IRWD STD. S-6. @-R£MOV£ £XISTING PLUG ANO JOIN EXISTING PVC 5£W£R, WATER NOTES ~ INSTALL B" RT. T££. @-1NSTALL B" P, V.C. C-900 WAT£R MAIN. BrDDING P£R IRWD Q_ STD. W-11. ~INSTALL B" GAT£ VALVE PER IRWD STD. W-7, @-coNSTRUCT THRUST BLOCK PER IRWD STD. W-12. ~ REMOVE EXISTING CAP & THRUST BLOCK AND JOIN EXISTING @--P,V.C, WAT£R LINE, INSTALL 1" WATER S£RVIC£ WI MIT£R BOX P£R IRWD STD. W-1. SEE DITAIL ON SHT. J FOR iYPICAL METER LOCATION. @---INSTALL F'IRE HYDRANT ASSEMBLY PE:R IRWD STD. W-5. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT (1) 12"54'08" 506.00' I 1J.94' 57.21' (I) 10'49'24" 2B0.00' 52.89' 26.53' PLAN & PROFILE SEWER LINE "A" & "8" & WATER PLANS TRACT 15478 & 15479 IMPROVEMENTS PRO~CT NO. 30927-TC BONITA VILLAGE • PLANNING AREA 26A 12 ------------------------19HEET __ _ CITY OF IRVINE OF 25 COMMUNITY DEVELOPMENT DEPARTMENT I I ~ ~ E C -• • • a a C • I I . ~ 8 ~ 0 ~ ~ z C < 0 m • C ' " > • 'O \; z :t 0 6 n 0 n 'O □ ~ B z • il z _m n ,. C: ~ D n z " 0 IJ ~ z en z C s: ID m JJ 0 JJ ~ z G) z C ~ ID m IJ 0 IJ ~ z en • I <J ~ ~ ~ 1111 §I EE ~ § I) EE ~ ~ I m ~ .. ~ Ill E's ~ ~ ~ I ~ 111111 a1 i § ;;; ~ . a EB ~ ·-~ ~. ' ---'-,-0 ~ 0 1 2 3 4 5 6 ~~ ~ ~ ,~ 0) ' .,_ :~ ~~ -... "' l"li...: ... !l; a:,., -i.:: ... -.:>+- \E -- ( ~~ --i ~ ~~ 1.l;;: cc::i...: s .,,.,, ... -~ -;:~ 'O 1~',.I\ - ~'£1 ~ ... al .:! 00 :i3~ "'"' N~ ~ ~g 'O"" -... -... -0 ~~ ... 7 "' t @,I t "' 0 @ ... ! 32 ~J I!? -1, @ - ~ -- --. . ~ 40 0 20 ,o eo ~L-I ! ! I GRAPHIC SCAJE 1 inch = 40 It. ~vROfESSt~ . 7 9 ;ff~~i\.l'l J.'i?:2 .-;~ -!:! "' f'. 9 "" V) ?' ~ ~ No. 32439 .c .. ... EXP. 12-31-00 ... 3 ~;; c,v11. fl:.~ a 1/6/99 REV/Sf STREET NAMES 'l' OF C~l.\•l:S 1 NO. DATE REVISIONS APP. DATE II ~ - ~ ~ e ~ ~ ~ ~ ~ ~ I // I I PI.AHS /IIIEPARED Bl': ~ ADAMS • STREETER CML ENGINEERS, INC. DATE IS Corporat. Park, lnlne, CA 92000 Pb: (9491 474-2330 Fu: 47 .. 0251 ~ ~ ~ E ~ Ill l'IIOl'LE $CALE ~ HORIZ. 1' -40' VERT. 1• • 4' SEWER NOTES ~ CONSTRUCT 48' STD. MANHOLE PER iRWD STD. S-1. X ~CONSTRUCT SE'WER CL£ANOUT PER iRWD STD. 5-9. ~INSTALL 8' PVC SEWER LINE PER A.S.T.M. D J0J4, SDR 35. ~ 8£DDiNG PER IRWD STD. 5-5. @-INSTALL 4• PVC SEWER LATERAL PER IRWD STD. S-6. WATER NOTES @-msTALL 8" 45' BEND. @%-INSTALL 8' 22.5' 8£ND. @-INSTALL 8" P.V.C. C-900 WATER MAIN. 8EDDING PER IRWD ~-STD. W-11. ~INSTALL 12" BUTTERFLY VALVE PER IRWD STD. W-7. ~ INSTALL 8' GATc VALVE PER IRWD STD. W-7, ~ CONSTRUCT THRUST GLOCK PER IRWD STD. W-12. ~ INSTALL 1" WATER SERVICE W/ METER eox PER IRWD STD. W-1. ~ --SEE DETAIL ON SHT. J FOR IYPICAL METcR LOCATION. ~INSTALL FIRE HYDRANT ASSEMBLY PER iRWD STD. W-5. ~ INSTALL 8" D.i.P. WATER MA/N CL. 50. BEDDiNG PER iRWD STD. W-11 WiTH 80NDED JO/NT$. ~ CONSTRUCT END OF LINE BLOW OFF PER IRWD STD. W-J, ~ iNSTALL 12"X12"X8" FLANGED TEE. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT 1 20'J2'14" 353.49' 126.71' 64.04' 2 2J"J0'14" 280.00' 114.86' 58.25' @ 06'11'4J" 706.00' 76.34' JB,21' © 16"54'10" 280.00' 82.60' 41.60' @ 20'J8'J2" 280.00' 100.88' 50.99' PLAN & PROFILE SEWER LINE "C" & WATER PLANS TRACT 15478 & 15479 IMPROVEMENTS PROJECT NO . 30927-TC P.K. 7. 7. TQ-97 DIIAWN BY: ~ /J.,~ l/2;p1 BONITA VILLAGE • PLANNING AREA 26A 13 1------_;_ __ ..;.;.;;;;;..__;_;;;;_;,;;.;..;;;.;.;;....;.;...:::.:..:....::.:.:.:.. _____ _. 8HEET -~- DATE ~SIGNED BY: l,S.,P,K. TQ-97 DATE , Stphen,J?Volk, R.C.E'. NO. 32439 CHECICED BY: f'.J.P, 10-97 EJCpiration Dafe 12/31/00 25 CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT OF ' :iJ • , ~ a rn ~ C > • z !" n ,,. C ~ □ ,! j, ~ \; z ~ 0 r 0 " ~ n □ 0 a a D • ~ rn 0 " • ~ rn • < z 5 a C z • < rn a rn . • . □ a ' " " s • :s • z '" n ,. C ~ 0 D " ,. I I ~ \; z ~ □ 5 • B ~ ~ ~ • 1l 0 ~ □ ~ ~ ~ • z 5 . C z • < > 0 • • , • , □ a ' ~ " C t z !" n ,,. C ~ 0 D z j, .... ,,., ~ 0 ' z C s CD m :IJ □ :IJ ~ z G) z C s [lJ m I] □ :IJ ~ z G) z C s CD m :IJ ) ' D :IJ ~ z G) • 0 ~~ 1 ·r '1 • --GRAPHIC SCALE 2 .... " " I 1 inch = 40 fl .. i ~ ~ ~ ~ gJ W. BOARDWALK LINE "D" • ii I ~ ffl ~ ~ 6 7 /lu.llS PREPARED BY: 8 ~ ADAMS• STREETER 1-~11~--1---------------------it--+---i ______ ,,_ ___ ......... CIVIL ENGINEERS, INC . • DA TE 15 Corporate P•k, lnlne, CA 92eo& , Ph: (040) 474-2S30 Fax: 4'7...0251 ~ ~ ~~ ~ SEWER NOTES ~CONSTRUCT 48" STD. MANHOLE: PE:R IRWD STD. 5-1. ;:;:;_ ~ CONSTRUCT 5£W£R CL£ANOUT P£R IRWD STD. 5-9. ~INSTALL 8" PVC 5£W£R LIN£ P£R A.5,T,M. D JOJ4, SDR J5. ~ B£DDING PER IRWD STD. S-5. @-INSTALL 4" PVC S£W£R LAT£RAL PER IRWD STD. S-6. WATER NOTES @1-=~ INSTALL 8" 45' B£ND. @-INSTALL B" 22.5' BE:ND. ~INSTALL s• 11.25' BE:ND. ®-INSTALL B" P. V.C. C-900 WATER MAIN. B£DDING PER IRWD Q STD. W-11. ,bi-=~ INSTALL B" GATE: VALVE P£R IRWD sro. W-7. ,WO,LE ICAU HORIZ. 1' = 40' VE:RT. 1' m 4' @-coNSTRUCT THRUST BLOCK PER IRWD STD. W-12. A_'Cl_ INSTALL 1" WATER SERVICE: WI MITfR BOX PfR IRWD STD. W-1. ~ 5££ DITAIL ON SHT, J FOR iYPICAL MITER LOCATION. Q, @-INSTALL FIR£ HYDRANT ASS£MBLY P£R IRWD STD. W-5. ~CONSTRUCT END OF UN£ BLOW OFF PER IRWD STD. W-J. CURVE DATA TABLE CURVE DELTA RADIUS LfNGTH TANGfNT (D 27"27'J5" J5J.50' 169.42' 86.J7' (j) 01•47•75• J994.00' 124.6J' 62.J2' {J) 16'59'/J" 280.00' BJ.01' 41.81' PLAN & PROFILE SEWER LINE "D" & WATER PLANS TRACT 15478 & 15479 IMPROVEMENTS PROJl!CT NO. 30927-TC J DRA W1i BY: P.K. T. T. 10-97 2 7/6/99 RE.VIS£ STRE:IT NAMES DATE BONITA VILLAGE ~ PLANNING AREA 26A 14 ._-------------------------t81EET_~_ 4.1:J: ~-3~{;1/2r CITY OF IRVINE OF 25 t DESIGNED BY: l.S.,P.K. 10-97 NO. DATE REVISIONS APP. DATE CHECKED BY: F.✓.P. DATE 10-97 £,pirotion Dole 12/31/00 COMMUNITY DEVELOPMENT DEPARTMENT IX) N o:i 0 I I § ~ ,i s ' • ' e -C " I I a m 0 a 0 ~ ~ z C < ru m • ~ ~ t ~ -;;; z :,: 0 5 0 0 ~ ~ 0 ~ B z • ~ z _rn n ,, C: ~ 0 ~ z ~ 0 JJ ~ z Ci] z C s: ~ JJ 0 JJ ~ z Ci] z C s:: ID m II □ JJ ~ z Ci] 0 1 ~ ~ ~ ~~ ~ ~ ~ 3 ~ D ~ ~ ~ ~ -~-1~~1-----11 GRAPHIC SCALE I inch ~ 40 fl ~ 4 LINE "F" 7 ~ i -~~~ ~~~ ~ ~ ii ~ 6 ~ Bl ~ *~~ I~ ~ ~ 7 8 PLAHS PIIEPARED SY: e ~ ADAMS• STREETER ---=8'-----1---+------------------t----t--1, _____ __,,___,,=-I CIVIL ENGINEERS, INC. 4 1S Corporate Park, lnlne, CA 92908 Ph: (Cl4Sll 474-2330 Fax: 47.-.0251 .s DATE P.K. r. r. 1Q-97 DRAWN IIY: a 1/6/99 REVISE STREET NAMES I NO. DATE REVISIONS DATE DESIGNED SY: l.S..P.K. 1Q-97 DATE APP. DATE CHECKED IIY: F.✓.P. 10-97 4. 1. 12 ~ 14,&z ~n J. viijj1; R.C.f. NO. 32439 fxpirotion Dote 12/31/00 ~ ~ ~ SEWER NOTES CONSTRUCT 48" STD. MANHOLE PER IRWD STD. 5-1. PROnE SCAJ.E HORIZ. I' = 40' VE:.RT. I'= 4' INSTALL 8" PVC SEWER LINE PER A.S.T.M. D J0J4, SDR J5. BEDDING PE:R IRWD STD. S-5. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT ( j) 15'J2'12" 280.00' 75.9J' JB.20' PLAN & PROFILE SEWER LINE "F" TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT PROJECT NO. 30927-TC 8tEET 15 OF 25 N ... .;,: -.;,: - m ~ ~ ~ 0 ' ~ 0 " ,; I I 0 " ~ 0 C . " 0 " ffi s il a " m~ ........ 3 ~ r---"'O :::: ~~~ -o 0:), Vl "' "' (\J (\J ----~ II • I.I Z.J -iii: I 'O \;: z :c D r D D n m 0 D D CD ~ 'O D 'O ~ ~ 2 0 C z < m . " 0 ~ ~ ~ 2 ,m n ~ D " 2 ~ 'O \;: z :c D r D 'O n s ~ " 0 m D D ~ ~ ~ a z < m . D 0 ~ ~ ~ • < " z !" n ,,. C ~ D CD z j, 'O ~ 2 :c D r D D n m D □ ~ " 'O s D ~ ~ z 0 C z < 0 z C ~ ID 9:1 ) 0 :u ~ z G) z C ~ ID m :u 0 :u ~ z G) z C ~ ID m :u 0 :u ~ z G) 0 1 \ •• 0 ~ GRAPHIC SCALE 2 / 20 •• I I 1 inch = \ \ \ \ 40 \ I \ \ \ It. I I I s-- 3+00 4 .. r ® 4 4 3 \ \ i I I 4 4 4+00 6 I I 4 S.fl . as. 5 I ~ 11 11 ; ! II 1 ; 11 11 fn BATTERSEA LINE 0 J• SEE SHEET 19 ;; .~111 I I ·n ~1 I: II 1 , 1r I'• I . ~ __, "' !.Ji!:~ ~ • " <.> -.::: i,..: En Vl :, ~8 uo+ -e-0- I~ I :.. '-' la ~ I I -- ~ __, ei ... ~ I ~ "' LANDPORT LINE "G" 7 • • .. 3 4 s·s B"DW ' I I I I I I I . Oc::, ., "' ;:3 + -"' ---------·--- 2 1/6/99 RE:LOCATE:D SE:WE:R CLE'ANOUTS, WATE:R ME:TE:RS, BLOW OFF. , NO. DATE REVISIONS " Ill ~ I 1 I I !{ If 4 4 11 ~~ ..; r-.: I -., +-! .... 7+oo 7 -- --------------,-=i B"s B+oo 1-------!flr })9'56 C '8"ow tin: ---- ~ ~~ " • ., :ii .. -.... 4 I 4 I I !I iJ // I { , // ., -"' .,. + ., DIIA WH BY: P.K. T. r. DESIGNED BY: L.5.,P.K. APP. DATE CHECICED IIY: F.J.P. 8 9 I 4 14 --- SEWER NOTES HORIZ. 1 • = 40' VII:RT. 1• -4' ~CONSTRUCT 48" STD. MANHOLE: PE:R IRWD STD. S-1. ~ ~ CONSTRUCT SE:WE:R CLE'ANOUT PE:R IRWD STD. S-9. ~INSTALL 8" PVC SEWER LINE PER A.S.T.M. D J0J4, SOR J5. ~ BrDDING PE:R IRWO STD. S-5 . @-INSTALL 4• PVC SE:WE:R LATE:RAL PE:R IRWD STD. S-6. WATER NOTES @--INSTALL 8" 45' BEND. @1--INSTALL 8" P.V.C. C-900 WATE:R MAIN. BE:DDING PE:R IRWD Q__ STD. W-11. -•-,-----+---.J.4 \ \ \ l:h~ ~CONSTRUCT THRUST BLOCK PE:R IRWD STD. W-12. ~INSTALL 1• WATE:R S£RVIC£ WI ME:TE:R BOX PE:R IRWD STD. W-1. ~ SE£ DE:TAIL ON SHT. J FOR 1YPICAL MfTE:R LOCATION. ~ ~ ;:i; ~ .,. -., DATE 10-97 DATE 10-97 • • FH -... _____ ------' 'I g15 \ l •--= _,,,_ I:. • +- /~!., l5§l "' 4 ~~ .. Cl: ., " +-~ / :· l .., "' 4 o:i Ii I .., ti/ + ii I 2, i/ I ,W'I I i/ ,ti 1! I I ~ ' ~ I ;:; I -I I I I I ·2 ~~ .,. .... o- 4 4 ' I I T 1 --1 I ·-, I ,--. / '-~' '.I. ~--J ---- I A @--1NSTALL FIR£ HYDRANT ASSEMBLY PE:R IRWD STD. W-5. ~ CONSTRUCT END OF UN£ BLOW OFF PER IRWD STD. W-J. ~ REMOVE EXISTING BLIND FLANGE: AND JOIN £XI5TING P. V.C. WATE:R LIN£. CURVE DATA TABLE CURVE: DELTA RADIUS LENGTH TANGENT 1 07°41 'J8" 1756.00' 2J5.BO' 118.08' 2 06'18'15• 1756.00' 193.21' 96.70' J 05'J2'49• 1755.00' 170.00' 85.07' 4 09'2J'44• 694.00' 11J.80' 57.0J' 5 15'46'01" 280.00' 77.05' JB.77' PLANS PREPARED BY: PLAN & PROFILE SEWER LINE "G" & WATER PLANS PROJECT NO, 30927-TC TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A 18 11---------------------------SHEET __ _ ~Vo[9,1R.~fs/2;/Jf CITY OF IRVINE OF 25 E:,piratian Date 12/J1/00 COMMUNITY DEVELOPMENT DEPARTMENT ~ m , e,, 0 ' " ~ ~ I I - I I . - . l_l "' _m I? C ~ D ~ z " z C ~ Ill m JJ □ JJ ~ z G1 z C ~ Ill ~ □ JJ ~ z G1 z C ~ Ill m JJ □ JJ ~ z G1 z - ~ I=~ ~ I I ffl - . ffl .. .... 0 1 2 "' 0 20 ., "' ~K-I ,~ I ! GRAPHIC SCALE 1 inch • 40 fl ~ ~ -~ ~=~ 1111 ~ ~ ~ ~ - I 3 4 MARBLE SANDS LINE "H" -111111 ffl ~ ~ ~ ····I I ~E 5 ~ ~~ ~ SEWER NOTES ~ CONSTRUCT 48" STD. MANHOLE PER IRWD STD. S-1. PROf'l'LE ICAU f-lORIZ. 1' = 40' VERT. 1• • 4" ~ re-coNSTRUCT SEWER CLEANOUT PER IRWD STD. 5-9. C,),"-Z_ INSTALL B" PVC SEWER LINE: PfR A.5.T.M. D JOJ4, SDR JS. ~ BEDDING PER IRWD STD. 5-5. @-INSTALL 4" PVC SEWER LATfRAL PfR IRWD STD. 5-5. WATER NOTES @-INSTALL B" 11.25' BEND. ~INSTALL 8" P.V.C. C-900 WATfR MAIN. BEDDING PER IRWD Q_ STD. W-11. ~ CONSTRUCT THRUST BLOCK PER IRWD STD. W-12. ~~INSTALL 1" WATER SERVICE W/ METER BOX PER IRWO STD. W-7. ~ SEE DETAIL ON 5HT. J FOR iYPICAL METER LOCATION. @-INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. W-5. ~CONSTRUCT END OF LINE BLOW OFF PER IRWD STD. W-J. X:V-REMOVE EXISTING BLIND FLANGE AND JOIN EXISTING P. V.C. WATER LINE. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT < 1} 05"50'58" 894.00' 91.27' 45.57' (l) 04"JO'JO" 2055.00' 161.77' 80.9J' 7 PLANS PREPARED IIY: PLAN & PROFILE SEWER LINE "H" : ~ ADAMS. STREETER & WATER PLANS PROJECT NO. l---".'--1---+-------------------t--,--.. ______ ...,...._D_A ... TE--I ~·~~~-N,!i;~c~' •~· TRACT 15478 & 15479 IMPROVEMENTS 3 DRAWN IIY: P.K. r.r. 10-97 ""1••91 47._2 .. ° Fax, ., .. o:m BONITA VILLAGE -PLANNING AREA 26A 17 1-------------------------a8HEET--- l-...!~L.....l-1;,_s;,_!l..j9 _R_EL-OCA-TE_D_sE_w_ER-cL_EA_No_ur_. _________________ l--+--fDE~111~GNED~~11Y:~-=l·=s=P.=1<.=-f-=7':;i~9ii":~ -!l:'4:/";t-' '"I iJ_ ~ 1/21/tt CITY OF IRVINE OF 25 NO. DATE REVISIONS APP. DATE CHECl<EO IIY: F.J.P. ,:~9"; Sf h~~ptot'Z::'•oot:·fliJ~~l2439 COMMUNITY DEVELOPMENT DEPARTMENT 30927-TC I I 0 c:i 0 . g s . " • • C = " § " <?, • n . = = I I n m 0 n 0 m " • < , C < • m " 0 ' " ~ ~ 0 " 0 rn n ~ , C ~ ~ 0 ' " l> CD ~ ~ 2 ~ " 5 n " ~ C) ~ B 2 • ~ z "' 0 l> C ~ " CD ~ ~ \; 2 I 0 6 n 0 CD ~ 0 ~ 5 2 • ~ z !" ~ C ll " z ,, / C =s::: til 93 i I I / 0 JJ ~ z G'J z C =s::: til m JJ 0 :IJ ~ z G'J z C =s::: [Il m JJ 0 JJ ~ z G'J ~ ~ ~ ~ ~ ~ ~ ~ -~ ff ~= 1!111 ~ ~ ~ ~ E ~ I 11111 JI 0 1 2 3 I / ) l \ s. - (),/-CI l ••• 0 20 •• .. ~ I I I GRAPHIC SCALE I Inch = 40 It. ~ ~ ~ ~ 4 ------ -_.__---r I I ~ ~ ~\>.Of ES St@ 7 ,#~~ l'l J, Ji @ ,, .s::, " 1?: IS .... ...., ?'-~ ~ No. 32439 .. -I< EXP. 12-31-00 II-3 DRAWN BY: P.K. T. T. ~;; c,v11. ~ II 'E OF C~l.\~\S 1 1/6/99 R£LOCAT£D WATER METERS, REVISED STREET NAMES. DESIGNED BY: L.S..P.K. NO, DATE REVISIONS APP. DATE CHECKED BY: /'.J.P. • j 10 97 DATE 10 97 DATE 10-97 V!'ARTEL LINE "E" PLAHS PREPARED BY: 1 ~ ~ 130 GB ~ ~ ~ SEWER NOTES PIIOl'I.E ICALE HORIZ. I• = 40' VERT. 1" a: 4' ~CONSTRUCT 48" STD. MANHOLE PE:R IRWD STD. 5-1. ;:;::;_ ~ CONSTRUCT SEWER CLEANOUT PER IRWD STD. S-9. ~ INSTALL 8" PVC SEWER LINE PER A.S. T.M. D 3034, SDR JS. ~ B£DDING PER IRWD STD. S-5. @-INSTALL 4" PVC SEWE:R LATERAL PER IRWD STD. S-6. ~ REMOVE EXISTING PLUG AND JOIN EXISTING PVC SEWER. fAd__ INSTALL 10• PVC SEWER LINE PER A.5.T.M. D 3034, SOR J5. ~ BEDDING PER IRWD STD. 5-5. WATER NOTES @-1NSTALL 8" 11.25' BEND. ~INSTALL 8" P.V.C. C-900 WATER MAIN, BEDDING PER IRWD ~ STD. W-11. ~CONSTRUCT THRUST BLOCK PER IRWD STD. W-12. Crl-, =--INSTALL 1 • WATER SERVICE W/ MITER BOX PER IRWD STD. W-1. ~ Sff DETAIL ON SHT. J FOR 'IYPICAL METER LOCATION. @---1NSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. W-5. ~ CONSTRUCT END OF LIN£ BLOW OFF PER IRWD STD. W-J. ~ REMOVE EXISTING BLIND FLANGE AND JOIN EXISTING P. V.C. WATER LIN£. RECLAIMED WATER NOTES @---INSTALL 2" WATER SE:RVICE (LANDSCAPE SERVICE) AND PLUG £ND. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT (1) OS'J2'04" 1394.00' 734.65' 67.J8' IJ) 04'47°48" 7006.00' 84.22' 42.14' PLAN & PROFILE SEWER LINES "I" & "E" & WATER PLANS PROJECT NO. 30927-TC TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A 18 -----------------------aHE£T __ _ ~~I-fl,&@-1/2!/Jt Stop) J. Vol( R.C.E:. NO. J24J9 CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT OF • 25 E:,pir<>Von Dote 12/J 1/00 . a • I I ~ ~ 0 ~ 0 > " a s . •W z ...J -j G: :ii 0 ~ ~ • ~ ~ 0 m • rn < z C ~ rn m " 0 ~ ~ • ,, • l1 z !" n ~ cc ~ □ ~ z ~ " ,; z :c 0 6 n □ ,, " 0 ~ 5 z • l1 z .m n 1' ll " z " \ I ! .::. C s:: CD m JJ □ JJ ~ z G) z C s:: ~ JJ □ I z G) z C s:: ) CD m JJ □ JJ ~ z G) -··'-··--·+· .. -... ···- : .. -i-·· . 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' ... ··+. . ··-•·· . --+·- -···-t, ......... ·-r ........... ; ..... . . ....... , .... + . ...... . -· ·-·-+ ··••I••· ••• ' --1 ·-··< .. .... , .... . .. ··I ··--t ....................... ........ , ... 1 ... 1 . .• j .• ....... f ........ . ······••I••··· , .............. ···+ ··-· . - . + ·-·-····- •• ·-··1 -····+· ·-. ··, ........... . ....................... -+ . -·· -·. ··-·--1-·-····t·· --· .. ·-·· ....... . ··•---l-·--·· •••••• -·····-t··· ... ····-·+· .. .... ·-· .. . .. ; ........ . . . . ··+ .... .: .. -:i.:-.:.::-..r -·· ·~··· .......... • ....... ··• ····-+ ... ... . • ·-····-t··· ••• +· ·+ . ·• .... ·+·· ..... -·· •· .... ...... . • -··.j. •• ' ·•·· 1 -!···_·_!··-.. -j .. -... .: ........... _ •••••••• -··' ••• •-+-• ·-•l• ··--+ •• •-+ •.• • ·-........ , . 'I • 0 L //~, o+o / LANDPORT, LINE "G" SEE SHEET 16 4 II '-" I ..., "' ... ' .... ,. ~ u.J , :;,: / {d :J -- 7 :54:f! ,;.:,: / ( ;✓,f{ 4.(? / I •• ! ... -+·· ····-., ......... ·-·· ............ ···-, .................. ····+·····-I·· ....... ··-·. -................... ··-·'··· ........... -, .... -+ ........ , ..................... .: ····'- 1 ·---<-. - .. 4 ,., .... - / BATTERSEA LINE "J" 0 GRAPIDC SCALE 1 inch 40 2 /!/:;; P-7/ + "' - fl .. I I -··•➔• 6 d • . ···-' ...... . -·--··-.. -··f·· - . -+ -·. _j_ --···-··--· -!--· ··+···· ... .: 3 tn • -··-1-·· • -t ·-···-1 •• 4 II .., ·-~ "Ii"' MARBLE SANDS LINE "H" SEE SHEET 17 / ~!,! • "' =; -- ,., ,,. -.'.'': '2'.f~ 18"SDi2~' e' ::,;; CB ~ / CB ' L :j'V MARBLE SANDS LINE "K" SEE RIGHT ·t--· : . - . ···+-·· . .. ·I .. ···· .......... '. ······' ... 1 ... 7 e .......... I• •. -· ·+··- I • • • ·i · • i ··· ... ·< ·····f· ,{;,- ::-:: .:;, , . r--· ••• ··-r· V ·-····-·•-mn·-.. / C Vl ,., 0 0+00 ..---- HLi'. '7 ,:, :, 'T' r ··v, ,"o:, SATTERSEA LINE •J• SEE LEJT 1 . ... t· , .. 1 ! ,I/_ '·-·· ., • I ••• ""!' -00 ,,,. .... ~tti ''"" +- 7 4,; ;?-... ,. ~J -··I· -·· ·-4 -+ ··-... ·-· ··4- w ....... *-····· ·~ft·~--·· ......... +-•• -+- 2 2+o0 N7o-os·J7". , so-so-, .. E • 2+ 9.87 / MARBLE SANDS LINE "K" PLUS PIEPAREI> BY, / /,i §> '• , , ,, c,<;J' 0 . ~ ~ ,,. z:. 1-ct ,qlU Cl) • IU ww:c .... :z: Cl) !!! ::i IU N,O ,P -w= ~ Cl) r : j , '<?•' ~;,"t,.. ,, , ....... ····-............ T. . --·•-· -··-•· ······-t. PROr-«£141/E ,. -40' ,. HORIZ. VERT. 4' t ' SEWER NOTES ~CONSTRUCT 48" STD. WWHOL£ PER IRWD STD. S-7. @-coNSTRUCT SEWER CLEANOUT PER IRWO STO. S-9. ~INSTAil I!' PVC SEWER UNE PER AS.T.M. 0 3034, SOR 35. ~ BEDDING PER IRWD STD. S-5 . @--tNSTAil 4" PVC SEWER LATERAL PER IRWD STD. S-6 . ~ INSTAil if' VCP SEWER UNE PER AS.T.M. C700. WATER NOTES @--tNSTALL I!' P.V.C. C-900 WAIER MAIN. BEDDING PER IRWD ,,;), STD. W-11. ~/NSTAil if' GATE VALVE PER IRWO STD. W-7. ~INSTAil 7" WAIER SERVICE WI METER BOX PER IRWD STD. W-1. ~ SEE 0£TAJL ON SHT. 3 FOR TYPICAL MITER LOCAOON. @--1NSTAU FIRE HYDRANT ASSEMBLY PER IRWO STD. W-5. ~CONSTRUCT END OF LINE BLOW OFF PER IRWO STD. W-J. @-R£MOVE EXISTING BL/NO FLANGE AND JOIN EXISTING P. V.C. WATER UNE. RECLAIMED WATER NOTES @--1NSTALL 2" WATER SERVICE (LANDSCAPE SERVICE) ANO PLUG ENO, CURVE DA TA TABLE CURVE RADIUS LENGTH TANGENT ( 7) 07'17'02" 703.00' B9.Jl' 44.75' 1J·s2·1 r 606.00' 146.69' 73.77' PLAN & PROFILE SEWER LINES "J" & "K" PROJECT NO. .__: _ __,>----+----------~-------------------11----+----,r-----------,--:o"A"nr=--, ~ ADAMS • STREETER CIVIL ENGINEERS, INC. 15 C~ Park. !nine, CA 02008 Ph: {7141 474-2330 Fax: 714-0251 & WATER PLANS 30927-TC TRACT 15478 & 15479 IMPROVEMENTS 2 OAJE 1 CIEBIGIIED olY, LS..P.K. I0-97 3 DRAWN BY, P.K. T.T. I0-97 I NO. DATE REVISIONS APP. DATE CHECICEO BY, _F.~J.P.~. -,:~: David BONITA VILLAGE • PLANNING AREA 26A 19 I ,..,,,-1--C-IT-Y--O-F--IR_V_I_N_E_81EET_2~5 t;p~;;;:·0°1:·~Jj,)~ .f; 1 ~, ·_: COMMUNITY DEVELOPMENT DEPARTMENT OF I I □ JJ ~ z G) z C s: m !E □ JJ ~ z G) z C s: ~ JJ □ JJ ~ z G) I I ■ ··-~ ~ ~- ~ la?J '~ ~ "1111 "~ ~ 11 12 l . . •• 0 "' 40 "" ~ I I ! GRAPHIC ·SCALE 1 inch = 40 fl ~ -~ I 13 14 LANDPORT LINE "A" ~ ~\l.\lffSSJ@ $~~<;,.NJ. ti<'.::~ ~~ l"'. "' "' ?' j!;. ~ No. 32439 S::l ... EXP. 12-31-00 ll- '¼,1, C/V\\. ~ 't OF C~\.\~ \'S 7 II 5 " s 2 t NO. ij I ~ ~ ~ ·-.. -· -.. -- .. -_,_ E g I -. 15 1/6/99 REVISE STREU NAMES ffl Ii ~ ~ ~~~~ ~~ ; ~ I ij -• II 16 17 @ ' ' I ' i I DRAWN BY: P.K. T. T. DESIGNED BY: l.S.,P.K. ~$~~ ~ ~ 0 DATE 10-97 DATE 10-97 Jlf_'[ 11 .,_ . 1.05' ~ ~m_·· ~ \ 1 • • JS No. At ' Pl.ANS PREPARED BY: \ II :It ~ • - ~·-··""-'!'----"'---....... -.i--• • ~ 0 STORM DRAIN NOTES @-CONSTRUCT INLET TYPE I PER /RV/NE STD. PlAN NO. JOO. ~CONSTRUCT INLET TYPE II PER /RV/NE STD. PlAN NO. JOI. @-coNSTRUCT J.5. TYPE I PER /RV/NE STO. PlAN NO. 306. ~CONSTRUCT J.5. TYPE Ill PER IRVINE STD. PlAN NO. 308. ®-INSTALL 36" RCP (Sff PROFILE FOR D LOAD). ~INSTALL 30" RCP (SEE PROFILE FOR D LOAD). ~@-INSTALL 24" RCP ($ff PROFILE FOR D LOAD). ~INSTALL 18" RCP (SEE PROFILE FOR D LOAD), PROl'UICAl.E HORIZ. 1 • = 40' Vf:RT. 1• a 4' 1 @-1NSTALL J5" RCP SPECIAL COVER PIPE 1 1/2" MINIMUM. COVER OVER STEEL REINFORCEMENTS (SEE PROFILE FOR D LOAD). @--coNSTRUCT REINFORCED CONCRETE COLLAR PER CITY OF IRVINE STD. PlAN J 10. @-CONSTRUCT J.S. TYPE IV PER CITY OF /RV/NE STD. PlAN 309. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT 1 29'J9'04" 22.50' 11.64' 5.96' 2 5J'18'51" 45.00' 41.87' 22.59' 3 51'17'04" 45.00' 40.28' 21.60' 4 J0'42'25" 90.00' 48.2J' 24.71' s, 70'02'31" 1746.00' 306.01' J05,01' 6 OO'J5'26" 1746.00' 18.00' 18.00' 7 87'16'23" 45.00' 68.54' 68.54' 8 11·01 ·so· 45.00' 8.66' 8.66' 9 01'10'24" 1750.00' JS.BJ' JS.BJ' 70 4J'75'08" 45.00' JJ.97' JJ.97' PLAN & PROFILE STORM DRAIN LINE "A" PROJECT NO. 30927-TC TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE • PLANNING AREA 26A CITY OF IRVINE 8HEET 20 25 APP. DATE DATE CHECKED BY: F.J.P. 10-97 DATE 'REVISIONS COMMUNITY DEVELOPMENT DEPARTMENT OF ~ ► z I D 5 § ~ " 0 □ " ,, " D ~ ~ □ 0 ~ ~ . z B • f z ru • m • " , 0 a ~ ll C . ~ 2 .m " ~ C: ~ D " z " I I ~ \; z I □ r 0 . " " ~ m 0 0 ~ " '!I 0 m □ g " ~ m e < z B -C z . < " 0 m • " 0 a ' ~ " • > " z !TI " ~ C: ~ □ ,, z ,. -i ,;,; ~ .., ► 0 z "' -□ r D c:n ::1: " " m D O') =1 ~ " ' di. ~ ~ a D [X) ~ ~ ~ ' o-q; , ~ -' -01 Oc V) "' "' (\J (\J ----~ II •W z ...J -; c;: l\t \\ 0 ' I ' I z C s:: CD m :n 0 :n ~ z G) z C s:: CD m :n ~ ' ~ " \\) i"'- -:-,.. ~ ..... ~ 0 :n ~ z G) z C s:: CD m :n □ :n ~ z - 17 18 19 19 ----------- --· J ---t--~- -lL -vl, I BATTERSEA LINE "A" 40 O 20 40 Ll~~•~•!Lal •' I GRAPHIC SCALE I inch = 40 fl ' ' ' ' 80 I ' ' ' ' 9Ll 81 ,1 -I I . ' ' ' ' ' ' 20 ------ \ I \ I \ I \ \ 7 21 I I 11 --• ·1111 -------=-- • I I I I I I I I I 5 '-'"' 8 1 0 2 1/6/99 REV/SE STREET NAMES DATE 1 DESIGNED BY: L.S.,P.K. 10-97 NO. DATE REVISIONS APP. DATE CHECKED BY: F.J.P. DATE 10-97 1 PLA/18 PREPARED BY: 4, . ., /) t 2,;:d ;/2//77 tephen &Volk, R.C.E. NO. J24J9 E,pirotion Date 12/J 1/00 1 0 STORM DRAIN NOTES @-coNSTRUCT INLET TYPE I PER IRVINE STD. PLAN NO. JOO. ~CONSTRUCT INLET TYPE ff PER IRVfNE STD. PLAN NO. JOI, @-coNSTRUCT J.S. TYPE I PER IRVfNE STD. PLAN NO. 305. ~CONSTRUCT J.S. TYPE /II PER /RV/NE STD. PLAN NO. JOB. ~ INSTALL 35" RCP (SEE PROFILE FOR D LOAD). RIOn.E SCALE HORIZ. 1' = 40' VE:RT. 1' m 4' 1 ~ INSTALL JO" RCP (SEE PROFILE FOR D LOAD). . @-1NSTALL 24" RCP (SEE PROFILE FOR D LOAD). ~INSTALL 18" RCP (SEE PROFILE FORD LOAD). @-1NSTALL 36" RCP SPECIAL COVER PIP£ 1 1/2" MINIMUM COVER OVER STEEL REINFORCEMENTS (SEE PROFILE FOR D LOAD). @---CONSTRUCT REINFORCED CONCRETE COLLAR PER CITY OF /RV/NE STD. PLAN J 10. @-CONSTRUCT J.S. TYPE IV PER CITY OF /RV/NE STD. PLAN 309. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT I 08'05'73" 597.50' 98.45' 49.31' 2 07"44'30" 7002.50' 735.46' 67.83' PLAN & PROFILE STORM DRAIN LINE "A" & "D" TRACT 15478 & 15479 IMPROVEMENTS PROJECT NO. 3O927-TC BONITA VILLAGE -PLANNING AREA 26A 21 ----------------------------9HEET __ _ CITY OF IRVINE OF 25 COMMUNITY DEVELOPMENT DEPARTMENT , " 0 , ~ ' I I s a • 0 0 " 3 g ~ . I I I I :l1 ~ I 0 c < m ~ a ' " > a z . 'il < z !" n '" C: ~ □ ,n z " ~ ,; z :,: □ r □ ~ n □ □ > a a ~ ~ □ ,n m ~ < z B C z < m m • > □ ' 'il " > ~ > !" ~ ~ 0 ,n z " ) lJJ z C s: ID m :0 0 :0 ~ z G'1 z C :s: ~ :0 0 :0 ~ z G'1 z C :s: ID m :0 0 :0 ~ z 171 ~ 10 ffl -~ ~ ffl a 3iiE ·➔•• • ~ ·•. ~ 11 12 • MARBLE SANDS LINE "B" ·r ·1 • --GRAPHIC SCALE 20 .. "" I ,----II I inch = 40 IL • ·~ 13 • .., ~ ii ~-~ ~ ~ El . ii 1G 14 LINE "B" 7 2 1/6/99 1 NO. DATE ~ ~ ~ I ~ ~ 15 1 REVIS£ STRE£T NAMES OES/GNEO SY: REVISIONS APP. DATE CHEC/CEO BY: ~ £.S.,P.K. F.J.P. . ii OATE 1(/-97 DATE 1(1-97 ~ iii: ~ 1 Pl.ANS PREPARED BY: ~ .. /1 2:17 1/2/b't .;hen Qvolk, R.C.F:. NO. J24j9 F:xpirotion Dofe 12/31/00 ■ . i - II mi ~ 1 0 STORM DRAIN NOTES @-CONSTRUCT /Nl£T TYP£ I PER IRVfN£ STD. PLAN NO. JOO. ®z-CONSTRUCT INl£T TYP£ II PER IRVfNf STD. PLAN NO. JO 1. @-CONSTRUCT J.S. TYP£ I P£R /RI/IN£ STD. PLAN NO. 306. ~ CONSTRUCT J.S. TYP£ Ill PER /RI/IN£ STD. PIAN NO. JOB. ®,-1NSTAll J6" RCP (Sff PROF/l£ FOR D LOAD). . ~ INSTALL JO" RCP (Sff PR0Fll£ FOR D LOAD). ~ INSTALL 24" RCP (5££ PR0Fll£ FOR D LOAD). ~INSTALL 18" RCP (5££ PROFIL£ FOR D LOAD). @-tNSTALL 36" RCP SPECIAL COVER PIP£ 1 1/2" MINIMUM COVER OV£R ST££L R£INFORC£M£NT5 (S££ PROFIL£ FOR D WAD). @--CONSTRUCT R£/NF0RC£D C0NCR£T£ COLLAR P£R CITY OF IRVINE STD. PIAN 310. @-CONSTRUCT J.S. TYP£ IV P£R CITY OF /RI/IN£ STD. PIAN J09. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT 1 4S29'4J" 45.00' J4.16' 17.95' 2 04'40°12· 45.00' J.67' 1.8J' 3 10·02•05• 596.00' 104.38' 52.33' 4 02'01 '58" 504.00' 17.88' 8.94' 5 89'55'09" 45.00' 70.62' 44.94' PLAN & PROFILE STORM DRAIN LINE "8" TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE -PLANNING AREA 26A CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT ~ ill PROl"I.E $CALE HORIZ. !' -40' VE:RT. 1' a 4' 1 PROJECT NO. 30927-TC SHEET 22 OF 25 • • , a ~ ;;:; Iii "' 0 I I a i • s , s g a s < • m D 0 ' " ~ -s a m • m a '°'" IX) :I~ 0 7J, ~ -.....r;• -o 0"' (I) Cl' Cl' ru ru ----~ II • "' z __J -; Li: ~ . ~ s z "' " )> C ~ 0 " j'i ~ ,;; z :c 0 5 " " m 0 0 ~ " ~ m 0 " ~ • < z 5 C z < • m • " 0 ' li " > D z "' " > C a " z ~ .,, ~ :c 0 r 0 ~ " 0 0 ~ " .,, m 0 " ~ ~ z 5 C z ~ z C ?.: OJ m :n 0 :n ~ z GJ z C ?.: ID m :D 0 :n ~ z GJ z C ?.: OJ m JJ 0 ::c ~ z GJ 7 Ii -§ ~ ~ • ~ 1111 10 11 12 14 LINE "C" ~ ~ ~ 7 g ~ ~ 15 ~ ~ 16 E ~ ~ E ~ Pl.ANS PREPARED SY: 11 ~ ADAMS• STREETER 11 CIVIL ENGINEERS, INC. .. __:,4c__J----J--------------------t---+---t-------,--0-ATl!----II 15 Corporate Park, lnln•, CA 92tSO$ Ph: 1849) .. 74-2330 Fax: A7...0251 3 IIIIAWN SY: P.K. T. T. 10-97 2 1/6/99 RfV/Sf STREET NAMES DATE f DESIQHED IIY: l.S.,P.K. 10-97 NO. DATE REVISIONS APP. DATE CHECICED SY: F.✓.P. DATE 10-97 _ / I, ·; fl ~ 1/21/,1 . i,phon J(/lolk, R.C.E'. NO. J24J9 E'xplrotlon Oote 12/J 1/00 ~~ ~~~ --~ ,_ -~ ~ ~ iiH PRDl"U $CALE -HORIZ. 1' = 40' STORM DRAIN NOTES @-coNSTRUCT INLIT TYPE I PER /RV/NE STD. PLAN NO. JOO. ~CONSTRUCT INLET TYPE II PER /RV/NE STD. PLAN NO. 301. @-CONSTRUCT J.S, TYPE I PER /RV/NE STD. PLAN NO. 306. ~ CONSTRUCT J.S. TYPE Ill PER IRVJNE STD. PLAN NO. JOB. @-INSTALL 36" RCP (SEE PROFILE FOR D LOAD). ~ INSTALL JO" RCP (SEE PROFILE FOR D LOAD). @-INSTALL 24" RCP (SEE PROFILE FOR D LOAD). ~INSTALL 18" RCP (SEE PROFILE FOR D LOAD). @-INSTALL 36" RCP SPECIAL COVER PIPE 1 1/2" MINIMUM COVER OVER STEEL REINFORCEMENTS (SEE PROFILE FOR D LOAD). @---CONSTRUCT REINFORCED CONCRETE COLLAR PER CITY OF /RV/NE STD. PLAN 310. @-coNSTRUCT J.S. TYPE N PER CITY OF IRVJNf STD. PLAN 309. CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT (D 34"12'48" 22.50' 1 J.44' 6.92" (2) 23'12'16" 140.00' 56.70' 28.74' @ 30'09'44" 140.00' 73.70' 37.73' (4) 27'51'13" 160.00' 77.78' 39.68' PLAN & PROFILE STORM DRAIN LINE "C" TRACT 15478 & 15479 IMPROVEMENTS VERT. 1' = 4' PROJECT NO. 30927-TC BONITA VILLAGE -PLANNING AREA 26A 1------------------------tSHEET 23 25 CITY OF IRVINE OF COMMUNITY DEVELOPMENT DEPARTMENT -• a C I I I I ~ . 0 ' ~ a • D z "' " J> C ~ 0 D z " -C ~ CD m Il 0 Il ~ z G) z C ~ :;g Il §:l ~ z G) z C ~ CD m Il 0 Il ~ z G) 10 • . . . . • 11 . • . • ' , ·' , . . . . , . . . . . . / , . . < •• . ,,-" ', . . . . . . . . . 12 • . . . . • . . . . ' • ' • • . 13 / 1/~ 1/,1/ '' 1/ •, • . . . • / ,· / ,· v' ,,," / / / ' . ' . • ,, ,. / 1/ ', ,,,"x 1/ ', , , ✓,, co ',, ,, / ' (.:,~ ' ,,,. 1/ / • Li;i, ~ ® . ··v,, "'",.., ~" ';\;, . / '-"''" •" , 0 ..... , 11)-, / • to~' N.._ l_.r')O ' • p / ~~Q '~ / ~~II i- / -.I V') !'2 ._ n, / '-• .. ~~=-ca==,~ . 8 .,,,..,_ ' ' / ' ~..... ,,._•·.. ~ \\ 8 -;-._;:,;; ----' I ---..---c"'\, ' ', / \ ..,v •. '\ ! \ $ ,.-.. I I ~ ,~ / \ <l "\ ® ~>-.. \ ,;, ' ,. . ~' W. BOARDWALK LINE "D" • . • •, /, ·. /, ~ •• 0 20 40 .. ~~t-1 J. h. ~ 'f'. ~ ~ I I I ?"-..... No. 32439 "' GRAPHIC SCALE I inoh = 40 ft. 7 II II • s a 1/5/99 REVISE' STREIT NAMES 1 NO. DATE REVISIONS APP. DRAWN BY: DEII/QNED BY: DATE CHECICED BY: l.S .• P.K. F.J.P. DAl'lr 10-97 DAl'lr 10-97 Pl.ANS PREPARED BY: Sthen J. ~ R.C.f. NO. 32439 E:xpirotion Dote 72/37/00 0 1 STORM DRAIN NOTES @-CONSTRUCT INLET TYPE I PER IR\IINE' STD. PLAN NO. JOO . ~CONSTRUCT INLET TYPE II PER IRVINE STD. PLAN NO. JOI . @-CONSTRUCT J.S. TYPE I PE'R IRVINE STD. PLAN NO. J05 . ~ CONSTRUCT J.5. TYPE III PE'R IRVINE STD. PLAN NO. JOB . ~INSTALL J5" RCP (Sff PROFIL[ FORD LOAO). ~ INSTALL JO" RCP (SEE PROFIL[ FOR D LOAD). @-INSTALL 24" RCP (SEE PROFILE FORD LOAD). ~INSTALL 18" RCP (SEE PROFIL[ FORD LOAD) . @-INSTALL 35" RCP SPECIAL COVER PIPE 1 1/2" MINIMUM COVER OVER STffL REINFORCEMENTS (Sff PROFILE FOR D LOAD). @-CONSTRUCT REINFORCED CONCRETE COLLAR PER CITY OF IRVINE' STD. PLAN 310. @-coNSTRUCT J.S. TYPE IV PER CITY OF IRVINE STD. PLAN 309. CURVE DATA TABLE CURVE DE'LTA RADIUS LE'NGTH TANGENT (D J8'42'48" 45.00' J0.41' 15.81' \2) 15'49'15" 359.49' 99.27' 49.95' @ 55"28'34" 50.00' 58.01' 32.77' PLAN & PROFILE STORM DRAIN LINE "D" TRACT 15478 & 15479 IMPROVEMENTS BONITA VILLAGE • PLANNING AREA 26A CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT PROnE ICALE HORIZ. I' = 40' VERT. f' • 4' PROJECT NO. 30927-TC 8tEET 24 OF 25 "' 0 <J:i 0 .. ~ " ~ ~ I I ' " ~ ~ 0 ' 3 0 . g s I I ~ a • "' - • ~ a u ~ • D z .m n l> C ~ □ D ~ ~ \; z :,: 0 r 0 D 0 8 0 D ;g 0 $ 0 ~ ~ z 5 C z < • ~ • 0 ' u I • D "' 0 l> 'ii 0 D ~ l> " ,; z :,: 0 r 0 ~ 0 o 0 D D ~ " , 0 ~oii ~ ~ 00,3,;;zo ~~~I~ z ~o 0"' .., er, er, ruru ----~ II •W z ..J -; G: ) z C s;:: CD m ]J 0 ]J ~ z G) z C s;:: FR ]J 0 ]J ~ z G) z C s;:: CD m ]J 0 ]J ~ z G) ·, ~ ~~ ~ ! .. ~ 10 / • I I ~ ~ ~ ii ~ Ii ~ ~ ~ I ~ 11 I 12 I / ' 40 ------D , _ -1 GRAPHIC SCALE ,0 40 IO 1_1------;1 I lnoh = 40 It.. e ~ 1 0 1 . . ~ vROfESSt@ 7 # ~t.N. J. ~ ~~ 8 oj~ 'f:t1r, IS <.:, V) ?' ~ No. 32439 ;; .. -Ir EXP. 12-31-00 • 3 ~~ CJVII. (,,.~ 11 1/6/99 REVISE STREET NAMES . 'tor c~1.1,-s I DRAWN BY: P.K. T. r. DESIGNED BY: l.S.,P.K. NO. DATE REVISIONS APP. DATE CHECICED BY: F.J.P. 10-97 DATE 10-97 DATE 10-97 PLANS PREPARED BY: :phen { Volk, R. C.f. NO. J2~9 fxprrolion Dole 12/Jl/OO '; I ll ~ ~ 0 1 STORM DRAIN NOTES @-CONSTRUCT INLE:T TYPE I PE:R IRVINE STD. PLAN NO. JOO. ~ CONSTRUCT INLE:T TYPE II PER /RV/NE STO. PLAN NO. JOI. @-coNSTRUCT J.S. TYPE I PE:R IRVINE STD. PLAN NO. J06. ~CONSTRUCT J.S. TYPE 111 PER IRVINE STD. PLAN NO. JOB. @-INSTALL J6" RCP (Sff PROFILE F'OR D LOAD). ~INSTALL 30" RCP (Sff PROFILE F'OR D LOAD). @-INSTALL 24 • RCP (SEE PROFILE FOR D LOAD). ~INSTALL 18" RCP (Sff PROFILE F'OR D LOAD). @-INSTALL J6" RCP SPECIAL COV£R PIP£ 1 1/2" MINIMUM COVE:R OVE:R STE£L REINFORC£MENTS (SEE PROF'ILE FOR D LOAD). ~ CONSTRUCT REINFORCED CONCRETE COLLAR PER CITY OF /RV/NE STD. PLAN 310. @-coNSTRUCT J.S. TYPE: IV P£R CITY OF IRVIN£ STD. PLAN 309. CURVE DA TA TABLE CURVE: DELTA RADIUS L£NGTH TANGENT (D 41•41'24• 45.00' J2.74' 77. 7J' (2) 09•44•15• 359.49' 61.10' 30.62' @ 73'57'24" 45.00' 58.09' JJ.88' PLAN & PROFILE STORM DRAIN LINE "E" TRACT 15478 & 15479 IMPROVEMENTS /1/lON.E $CALE HORIZ. 1• = 40' V£RT. 1• = 4' . PRO.ECT NO. 30927-TC BONITA VILLAGE -PLANNING AREA 26A --------------------------SHEET 25 25 CITY OF IRVINE OF COMMUNITY DEVELOPMENT DEPARTMENT ' m 0 0 " a " I I a s " • , '; 0 " ~ " I I m m " 0 ' " • " , m 0 , 0 m , ~ z C < • m " □ ' a. • a • ~ z "' n ,, C: ~ 0 " z " ~ i :,: 0 r □ n 0 " ~ 0 ~ 15 z . Sl < " "' ~ ~ □ "' z " ) z C s: Ill m ]J D ]J ~ z G) z C s: Ill m ]J D I z G) z C s: Ill m ]J D I z G)