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HomeMy WebLinkAboutR_5847_S> C 1. 4. 5. 6, 7. 8, i I I 9, I 10. I I I I 11 . 12. Street Improvement Notes THIS NOTE HEREIN INCORPORATES, BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 THROUGH 22 OF PFRC STANDARD PLAN 1801, CURRENT EDITION. THE DEVELOPER/CONT'lACTOR SHAI.L HAVE A COPY OF THE CURRENT PFRD STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL T1'1ES. THE DEVELOPER SHALL TELEPHONE PFRD/CONSTRUCTION AT (714) 567-7800 AT LEAST 24-HOURS PRIOR TO STARTING CONSTRUCllON WORK SUBJECT TO PFRD INSPECTION. PFRD ENCROACHMENT PERMIT REQUIRED. COUNTY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT, WHICH SHALL BE AVAl:ABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCO!IPUSHED IN THi' PUBLIC RIGHT-OF-WAY. ALL CONCRETE CUR8 A,m GUTTER FLOWLINES SH,sLL HAVE A MINIMUM OF 1 % GRADE, AND SciALL BE WATER TESTED TO INSURE PROPER DRAINAGE. AI.L UTILITY TRENC" BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHT-OF-W.sY SHA.LL BE PERFORMED BY PlJ\.NNING AriD DEVELOPMENT SERVICES. AI.L 0.AMAGED CONCRETE SIDEWALKS OR CURBS SHALL. BE SAW-CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PIANE JOIN~ AND REPLACED IN CONFORMANCE WlfH THE APPLICABLE PROVISIONS OF THE PFRD STANDARD PIJ\NS. DEVELOPER SHALL MAINTAIN ADJ/\CENT STREETS IN A NEAT, CLEAN, DUST- FREE A!,D SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF COUNTY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUIS!,NCE BEING CONTROLLED AT ALL Tll~ES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY ClfANUP ON ADJACENT STREE"'."S .i\FFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPlr,G OF ft.LL PAVED AREAS. NO STOCKPIUNG OF BUILDING MArERIALS WITHIN COUNTY RIGHT-OF-WAY WITHOUT PERMISSION OF COUNTY'S INSPECTOR" PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMtNT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTiON PROJECT WILL BE RESTORED TO A "LIKE NEW' CO~DITION, IN A. MANNER MECTING THE APPROVAL OF THE DIRECTOR OF P0 RD. ALL srnlPING AND STENCILING SHALL BE ACCORDING TO ST.<\ND/1,RD PIJ\rJ NO. '1801, NOTE 18. TRAFFIC SHALL BE MAiNTAINFD AT AI.L TIMES ANC SHALL BE PROTECTED WITH AclEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES AS PER THE CURRtNT STATE OF CALIFORNIA, DEP,\RTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS ~.ND TO TH[ DIRECTIONS OF THE COUNTY'S INSPECTOR. PFRD ST.AND.ARD PLANS SH.ALL TAl<E PRECEDErJCE OVER ANY CONFLICTS EXCEPT FOR STAl,CARD :'LA.NS AFFECTING UTiLITY COMPANIES, IF THEIR STANDA~DS ARE ,IORE srn111GENT. ANY UT:LITIES UNDER PAVED AREAS SHALL HAVE A MINIMUM OF 30" COVER. PFRD SHALL TEST ALL SOILS AND A COMPACTIOI✓ CE?-TIFICATION SHALL 1. 2. 3. 4< 5, G. 7. 8. 9. 10. 11 . 12. 13. 14. 15. Storm Drain Notes ALL CONCRETE IN REINFORCED CONCRETE STRUCTURES MUST BE 3250 POUNDS PER SQUA'1E INCH IN 28 DAYS; TYPE OF PORTLAND CEMENT CONCRETE TO BE DETERMINED BY COUNTY MATERIALS IJ\B, ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS, UNLESS OTHERWISE SHOWN" FOR TRENCH EXCAVATIONS IN NATIVE SOiL, SHORING SHALL BE PROVIDED TO SAflSFY STATE OF CALIFORNIA SA.FIT( REQUIREMENTS. PIPE CONSTRUCTION IN Fill AREA MJST BE COORDINATED WITH THE GRADING TO INSURE THAT WHEN T"E FILL 0°ERATION HAS BEEN COMPLETED .AT GRADE, THERE IS A MINIMUM 2 FEET OF Fill ABOVE THE TOP OF PIPE. ALL WORK MUST BE IN CONFORMANCE WITH THE CURRENT OllANGE COUNTY STANDARD SPECIFICATIONS AND MUST BE KEPT ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR MUST NOTIFY THE PFRD INSPECTOR AT LEAST (2) WORKING DAYS PRIOR TO COMMENCEMENT OF A.NY CONSlRUCTION BY TELEPHCN!NG (714) 567-7800. ALL FILLS MUST BE COMPACTED TO 90%. REIJ\TIVE COMPACTION AS DETERMINED BY THE CALIFORNIA TEST METHOD NO, 216, 1978 "FIVE IJ\YER METHOl1'. i\LL BA.CKFILL MUST BE FREE OF VEGEIABL.E M,'.TTER. , ' ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZON"IAL ALIGNMENT MUST BE PROVIDED BY THE CONTRACfOR OR DEVELOPER AND SUFFICIENT REFERENCE STAKING MUST BE IN ACCORD.ANGE WITH THE REQUEST OF THE COUNTY INSPECTOR. ALL RDNFORCED CONCRETE PIPE MUST BE BEDDED lrl ACCORDANCE WITH PIPE BEDDING DETAIL PER PrRD STANDARD PIJ\N 1319. CONTRACTOR SHALL NOTIFY COUNTY OF f'FRD MATERIALS LAB AT (714) 567-7800 48 HOURS PR;OR ,o D-LOAD TESTING OF RCP FOR VERIFICATION OF RESULTS" PR,OR TO THE PIJ\CEMENT OF SfORM DRAIN IMPROVEMENTS, THE DEVELOPER'S SOILS ENGINEER SHAU. CERTIFY IN WRITING TO THE PFRO INSPECTOR THAT THE S!ORM DRAIN'S SUBGRADE !S OF ADEQUATE STREl<GlH TO SUPPORT THE STRUCTURtS AND ANY ANTICIPi,TED LOA.DS. PR10R TO THE COMMENCEMENT OF CONSTRUCTION, THE DEVELOPER'S CONTRACTOR SHALL CBTAiN A PERMIT FROM THE STATE DiVISIO!, OF INDUSTRIAL SAFETY. A COPY .OF THE PERMIT SHALL BE KEPT ON THE JOB SITE AT /,LL TIMES. WHENEVER APPLICABLE, THE DEVELOPER SHALL OBTAIN A PERMIT FROM THE STATE DEPARTMENT OF FISH AND GAME IN ACCORD,\NCE WITH SECTION 1602 OF THE CALIFORN:A FISH AND GAME CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL STEEL THAT IS TO BE CONTINUOUS SHALL BE LAPPED AS SPECIFIED IN PR&RD STD. PIJ\N 1803. ALL MATcRIALS TESTlrJG ;-DR THE DRAINAGE FACILITiES SHALL BE PROVIDED BY THE OCPFRD MATERIALS LAB IN ACCORDANCE W1TH THE !,UMBER, LOCATION AND FREQUENCY REQUESTED BY THE PFRD INSPECTOR" C~A.MFER 1"ILL EXPOSED EDGES OF CONCRETE 3/~·" MINIMUM. 1 . 2. 3. 4. 6. 7. 1. 2. Paving Construction Notes A "PRIME COAi' SHALL BE APPLIED TO THE SURFACE OF THE UNTREATED AGGREGATE BASE, A.T A RATE OF 0.25 GAL/SQ. YD. UNLESS DELETED BY EMA R[GUIJ\TION. THE PRIME COAT SHALL BE AN MC-70, SC--70, OR MC-250 LIQUID ASPHALT. ASPHALT CONCRETE S~ALL MEET THE REQUIREMENTS OF PFRD STANDARD PLAN 1805, "SPECIAL PROVISIONS -ASPHALT CONCRETt'. ASPHALT CONCRETE AGGREGATE FOR PARKING LOTS SHALL BE 111 -C3. THE F!NAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PlJ\,CED UNTIL ALL ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL EARTHWORK G~ADING. PAVEMENT SECTIONS TO BE DETERMINED BY COUNTY MATERIALS LAB PRIOR TO ROUGH GRADE RELEASE FOR BUILDING PERMITS BY PFRD REGUL.4TION, THE SOIL ENGINEER SHA.LL SUBMIT .OR APPROVAL PAVEMENT SECTION RECOMMENDATION BASED ON "R" VALUE i'.NA.LYSiS OF "fHE SITE SUBGR.sDE SO!L,, AND EXPECTED TRAFFIC !NO!CES. A "TACK COAr' (PA!NT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT • LAYERS, CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE RESURFACED AT A RAT[ OF 0.10 GAL/SQ. YD. THE TACK COAT SIIALL BE TYPES SS1 ASPHALT'C EMULSION. A "SEAL COA1' SH.Al.I BE t,PPLIED TO THE FINISHED SURFACE AT THE RATf. OF 0.10 GAL/SQ. YD. THE "SEAL coAJ· SHALL BE A TYPE SS1 ASPH,ALTIC EMULSIO!i WITH .A 60-70 GRADE LIQUID A.SPH.ALT. Concrete Construction Notes ---.-·-~ CONCRETE f"OR SURFACE DRAINAGE IMPROVEMENTS SHALL BE DETERMINED BY COUNTY MATERIALS LAB AS SPECIFIED IN THE STANDA.RD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GUNITE FOR SURFACE DRAINAGE IMPROVEMf:NTS SHALL BE SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION. CONCRETE CURB AN:l INTEGRAL CONCRETE CURB ANO GUTTER SHALL HAVE WEAKENED PlJ\.NE JOINTS AT 10 FOO, INTERVALS. I 13 BE OBTAi:< FOR ALL UNDERGROUND UTILITIES PRIOR TO Alfr PAVING. ALL TRAFCIC MAllKING AND STRIPING SHALL BE STENCILS WHICH CONFORM WITH CALIFORNIA D.0.T" NO~ METRIC STAl,IDARD" 16. 17, 16, A PER,IIT FOR WORI< WITHIN EXISTING STREIT RIGHT--OF-WAY IS REQUIRED mm, THE COUNTY FOR .~NY-ENCROACHME:,T 'lECESSARY FOR CO!,STRUCTION IN PUBLIC RIGHT-OF--WAY. LEfiGTH OF W,NHOI.E STRUCTURES lk~Y BE INCRrnSED TO MECT PIPE ENDS AT OPTION OF CONTRACTOR AS LONG AS REINFORCING STEEL iS CONTINUED AS REQUIRED. ANY CHANGE IN SPUR LOCAT'ON Mi:ST BE .sPPROVED BY THE ENGINEER. SHEET TITLE SHEET NO. 1 14. 15. 16. 118. 19. 20, NO CONCENTRl'.TED FLOWS ACROSS ASPHALT PAVEMENT WITHOUT COU!<W INSPECTOR'S APPROVAL ALL STREET STATIONING REFERS TO CENTERLINE OF STREET. ON ARTERIAL HIGHWAYS, THE HINGE f,OINT FOR ALL EXC/\VATiON OR EMBAl1KMrnT SHALL OE A MINl~Ul,I OF TWO FEET OUTSIDE RIGHT-OF-WAY. ALL HIGhWAY SiGNS AND STREIT NAME SIGNS SHOWN ON TYC: PLAN r~UST BE SUPPLIED AND INSTALl.tD BY THE DEVELOPER PER PFRD STANDA.RD NOS. 1407, 1408, 1409 .AND 1417, CONTRACTOR SHALL VER!rl' ALL CONDlflOt~S AND DIMENSIONS AND SHALL REPORT ALL DISCHEPANCIES TO THE ENGINEER PR;OR TO-THE COMMENCEMENT OF WORK. SURVEY MONUMENTS SHft.LL BE PRESERVED AND REFERENCE:) BEFORE CONSTRUCTION AND REPL'\CED AFTER co~~STRUCTION PUf6UANT ·m SECTION 8771 OF THE BUSINESS /,ND PROFESSIONS CODE. A.C. PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL SE SLURRY- SEALED IN ACCORDANCE WITH SECTION 302--4 "EMULSION AGGR[GATE SLURRY" OF THE STANDARD SPEC!F!CATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREENBOOK", AS LAST REVISED BEFORE FINAL A.CCEPTAN:E CAUTION THE ENGINEER PREPARING THESE Pl.ANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PL~NS. ALL CHANGES TO 1HE Pl.ANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF 'IHESE PLANS. NOTICE TO CONTRACTOR: 19. 20. 2L 22, 23. 24. 26. 27, 28. 29. 30. FLOOR OF MANHOLE STRUCTURE SHALL BE STEEL TROWEcED TO SPRING LINE. BODY OF MANHOLE S":"RUCTURE. iNCLUD':,G SPUR, M~ST BE POURED i" or,E CONTINUOUS OPERATION, EXCEPT THA.T CONSTRUCTIOl1 JOINT AT THE SPRlflG U~E WITH ,\ LCNG!TUDIN.t.,L KF:(WAY IS PERMITTED, 1-\LL REl~FORCING Bt,RS \ilUST BE Sf.CURELY HELD !N PL!1CE IN THE FORMS. TWO WAY MATS OF STEE'... MUST BE WIRED TOGETHER BOTH WAYS AT ALTERNATE. !Nlr:RSECTIONS. ' STO,M Di<Alfl 8.ACKFILL FOR ALL FACILITIES WiTrlltl STREET R!CHT--OF-\VA.Y iS TO BE PLACED AND COMPACTED UNDER COUNTY it,SPECTION A~D MEET OR EXCEED PFF;D MINIMUM STANDARDS. .ALL PIPE TO BE BA.NDED AflD GROUTED. RCP SHALL COMPLY WITH ALL ASTM APPI.ICABI.E STANDARDS. WORKING Wl"il!IN ORANGE COUNTY FLOOD CONTROL FACILITIES IS RESTRICTED TO THE PERIOD or ,APRIL 15 TO OCTOBER 15, ALL LOCAL DEP,ESSIONS SHALL BE CONSTRUCTED PFR STREET IMPROVEMENT PlJ\.NS IN ACCORDArJCE W!TH PFRD STANDARD PLANS. HOWEVER, ALL CATCH BASINS W!LL BE SHOWN ON STREET IMPROVEMENT PLANS. THE CONTRACTOR SHA.LL CONDUCT CONSTRUCT;ON OPERATIONS iN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THEIR EXISTING STREET OR DRAINAGE COURSES. IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SH.ALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WA.TERS FROM POLLUTION WITH FUELS, OILS, BITUMENS OR HARMFUL MATERIALS. LOCAL DE?RESSIONS AND DECKS OF CURB INLETS SHALL NOT BE POURED UNTIL ADJACENT CURB AND GUTTER HAS BEEN POURED. IF A DRIVEWAY ENCROACHES WITHIN A. LOCAL DEPRESSION TRANSITION, USE 0 FRD STANDARD PLAN 13GB -iYPE "A'. ALL UNDERGRCUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTIIERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED W!TH ":'HEIR APPROXIMATE' LOCATJON AND EXTENT. THE OWNER, BY ACCEPTING iHESE PL/\NS ENCROACHMENT PERMIT NUMBER: 99-13246 RC OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILl1Y ANO TO HOLD UNDESIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTcD TO THE UNDERSIGNED, NOT INDICATED 01, TIIE PUBLIC RECORDS EXAMiNED, LOCATED AT VARIANCE WITH THOSE REPORTcD OR SHOWN ON RECORDS EX/JAiNED. Tf£ COflTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILIT:ES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSiBJL!TY TO N01iFY THE OWNERS OF TH[ UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 1H!S PLAN ARE OBTAlflEO BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST CF OUR KNOWI.EDGE THERE ARE NO [X1STING UTILITIES EXCEPT AS SHOWN 011 TlffSE PANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THF UTILITIES SHOWN ANJ ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLA,JS. ALL COWRACTORS AND SUBCONTRAC;ORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PI.J\NS SHAL.L CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROV!DED A SAFl: PLACE TO WORK AND THE PUBLIC IS PROTECTED. AI_L CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIOi,AL SfifflY AND HEALTH REGULATIONS'' OF THE U.S. DEPARTMrnT OF L'BOR, AND WITf' THE STATE or CALIFORNIA DEPARTMENT or INDUSiRIAl RELATIONS' "CONSTRUC"ION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WA.Y FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPUANCE W!TH THE ~OCCUPATIONAL SAFETY .~ND HEALTH REGULA710~JS" OF THE U.S. OEPARTMFNT OF I_ABOR OR WITH 1HE STATE OF CAUFORNIA DEPARTMENT OF INDUSTRIAL RELAnor,s" "CONSTRUCTION S,\'ETY ORDERS". cor,TRACTCR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSISILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ms PROJECT, INCLUDING S/\FETY Oc All PERSONS AND PROPERTY, TISAT THIS REQUIREMENT SHALL APPLY Cot~TINUOUSLY AND fslOT BE UMITEO TO NURMAL WORKING HOURS, AND THAT THE CO:,JTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE owr~rn AND THF. ENGINEER HARf.iLESS FRCM ANY AND ALL UA8iU1Y, REAL OR ALLEGE~. iN CON~ECTION WITK THE PERFORMA0JCE OF WORi\ ON THIS PROJECT, EXCEPT;NG FOR LiABIL:lY ARISING FROM THE SOLE NEGl.lGENCE OF THE OWNER OR THE COUNTY APPROVED Pl.ANS DO NOT REL! EVE CCNTRACTO[,/DEVELOPER FROM RESPONSIBILITY TO OBTAIN COUNTY PROPERTY l'cRMIT WHICH SHALL BE AVAILABLE CN THE JOB AT AI.L TIMES WORK IS BEING ACCOWUSHED IN PUBUC RIG~T-CF-Wl,Y. COUNTY OF ORANGE PLANNING & DEVELOPMENT SERVICES I (~I 11 l ,1--I , sY f;, /!i,dutf<n-RcE ____ DATE 9/; I ff ,_...-, j, I I ' THiS PLAN IS SIGNED m·/ PLANNING AND CEVELOPMrnT srnV!CES FOR CONCEPT AND ADHERENCE TO COUNTY STM,DARDS /,NO REQUIREMENTS ONLY. PLANNING AND DEVELOP- MENT SERVICES IS NOT RESPONSIBLE FOR DESIGN P..SSUMPTIONS 0~ ACCURACY. NOTES AND !fJDEX lvlAP QU#.JTITIES Al~O DETAILS STREET PU,N STREET PLAN !hlTERSECTION DETJ..JL DROP-OFF AREA PLAN STORM DRA:N PU\N 2 3 4 5 6 8 DOlvlEST!C AND RECLAIMED WATER PLAN 9 DOMESTIC /.i,1-JD RECL/-\it✓ED WA.TER PL4N 10 . DOMESTIC WATER PLPJ'<J 1 i DOMESTIC WATER PLA.N 12 SEWER PU\N 13 STRIPING PLAN 14 TRAFFIC CONTROL PLAN 1.5 APPROVED DEVIATIONS FROM STANDARDS OF DESIGN 1< lvliNif;UM CURB A.ND GUT1ER FLOWUNE OF 0.5% 2< CENTERLINE CURVE RAD:US LESS THAJi 250 FEET. 9, q/ j APPROVED: / r U ~ r1:L::-:; ' DATE 9/llri STORM DRAIN PRIVATELY MAINTAINED WITHIN TRACT BOUNDARIES Consiruci~on P~arns ¥Ou"' Sireei San~iar~1 Sewer ' Jl ' Domesi~c \Na ier and Rec~a~ru1eo~ Waier ~m~o_roveuTienis Sage H~~~ H~gh Schoo~ Ten~a~~ve Pa~ce~ Ma~o No" 97-200 NOTICE TO CONTRACTOR: Newport Coast, Orange County, California ~rv~ne Coast Planning Area. 13A~2 Site Plan No. PA 97-0173 Blocl< no. 5352, Module Nos: 10, 11, 20, 21 MACARTHUR BLVD SAN ,JvV.A. ' PACIFIC NTS ' I PUf~SUANT TO ASSEMBLY BJLL 3019, NO EXCAVATiOl\l PERMIT rs VAL.ID UNLESS THE FOLLOWING IS PERFORMED, L UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED ANO ROUGH GRADING PERMIT NO. PRECISE GRADING PERMIT NO. GA 9800371 GB 990069 H.A.S PROVIDED INQUIRY 1.D. NO. ______ _ 2. THE LJNDERSIGNED AGREES TO cm~TACT pJJ:) 08TAIM Al~ INQUIRY I.D. NO. mm.i UNDCRGROUND SERVICS ALERT (i-800-422-4133) AT LEAST TWO (2) WORKING DAYS P~ICR TO iHE cm;:M[NCEM2NT OF EXCAVATION. SIGNED ________ D,'\TE ___ _ UTILITY COMPANIES: SOUTHERN CALIFORNIA. EDISON (EI.ECrR1C.i\L) SOUTHERN CALIFORNIA GAS CO. (GAS) IRVINE RANCH WATER DISTRICT (WATER & SEWER) PHONE NO. (800) 684-8123 (800) 427-2200 (949) 453-5300 ORANGE COUNlY FIRE AUTHOR!'lY FIRE MARSHALL APPROVAL F'JR Fil?£ H'r'D.RANT tOCATiONS ONLY: /', ' f._i "--. . ' f ✓-1~n, r1 ", • nl ·1·/1,.. APPROVED/.' _____ ,y _f__l,{.(,l)l,i,Al':i!J)ATE D/ /f-. Cf&/ ORANGE COU. !Y FIR£ AUTHORITY ~-, ,. •• / .... t .. , r ':>r:!# /55-Zl... - IRVINE RANCH WATER DISTRICT APPROVAL OF DOMESTIC WATER AND RECLAIMED WATER FACILITIES CO.DE fi;1• W/0 (40513, 6~225, 50409 -1,1c ?' -"ii'Z_/o/0 SlPlRVISED Bl' '~ • ~{'!. ~ 1---------------..------_...--------,,-------------11· OWNER/DEVELOPER: SOILS ENGINEER/GEOLOGIST SAGE HILL SCHOOL LEIGHTON & ASSOCIATES, iNC. 4400 MACARTHUR BLVD., SUITE 310 17781 COWA~: NEWPORT BEACH, C.i\. 92660 IRVINE, CA. 92714 ARCHAEOLOGIST/P!J..EONTOLOGIST LSA JOB ADDRESS: TnE ESTIMATED QUANTITIES HER•O'J ARE ONLY FOR THE PURPO•E OF. OB',AINING THEN, ECESSARi,' P"cRMITS, AND ROBERT BCIN, "'',LUA',-AERIAL TOPOGRAPHY: PACIFIC BELL (TELEPHCNEj (800) 310-2355 CONTACT: ONE PARK PLAZA IRVINE, CA. 92614 (949) 553-0666 -, , -" " (sonu·) '.83-4000 ·1•s. KARIN," HA'IILTON CONTACT: CONTACT: FROST & ASSOCIATES DOES OT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTIT!ES. THE CONTRACTOR SHALL PERFORM HIS 20402 •~"WPORT "OAST DRIVE THE BA.SE TOPOGRAPHY SHOWN ON THIS PLAN -SET IS DERIVED >ROM AERIAL GENERAL TELEPHONE (T~LEPHONE) _ ~ ,, , " _,> OWN QUAl,Tl1Y_ TAKEOFF BffORE SUBMITTING A BID FOR AN~ PORTiDN OF THE IMPROVEMENTS COVERED BY THESE PLANS. --1 " -' v --• CHIEF OPERATING OFFICER ROZ MUNRO MR. STEVE CON KINS §IJ----------:------------------,--------"'.""----',._O_R_.A_N_G_E_. _c_o_L;_'N-'T_Y_,_c_'A_L_1F_·o_R_~_11_A-----------{;==P=l--=IO"'T=O=G;,R=A"'M=,M=E=T=R=Y=D=A~T=ED=9=/"'2=8=/=9=3=B=Y=R=O=B=E=R=T=J=.=i.U='N=Gr=&=A=S=S=O,C=.=' =IN=,c=.=;====r==C:O=X=C=A=J=:,'L=E=· =(=C~/'-.=8=l.E~·=T=\=•)===;==========(=9=4=9=)=2=4=0=-=1=2=1=2=~=(~=,4=g=)=g=5=5= __ =3=3=6=6===r========!c=(9=4=9=)=2=50=-=14=2~1=========C!=(=9=4c9=)=5=5~3=-=0'r6=6=6======:i '-< ; :•JD BENCH MARK: BASIS OF BEARINGS: PLAN ·PREPARED BY: TITLE SHEET FOR PROJECT NO, Ec..EVATiONS AS SHOWci HEi,EON ARE RELATIVE TO THE NORTH BE/1RINGS AND COORDINATES AS SHOWN HEREOi~ ARE RELATIVE TO THE CALIFORNIA ~@ AMERiCAN VERTICAc DATUM OF 1988 BA.SEO LOCALLY UPON THE COORDINATE SYSTEM OF 1983 (C:POCH 1991.35), ZONE 6, BASED LOCALLY UPON •>----+--------------------if-------1 Robert Bein,William Frost & Associates SAGE HILL SCHOOL FOLLOWING COUNTY OF ORNJGE BENCHMARKS: THE FO~LOWING col:NTY OF ORAN Gr: EMA GPS cofiTROL SPECIFiCATiONS: n----t-----c-----------------t---------ct------t-----i...--------~----1 r:zs. PROFESSIONAL ENGINEERS, PLANNrns & suRVEYoRs TENTATIVE p ARCEL MAP N 97 200 BEI.JC!iMARK NAVDSS ELf'Vf\T10N (ft.) STATION NORTHING (y) EASTING (X) i DATE ~ P.O. SOX 57057•'4725 ALTON P/.RKWAY, iRVINE, CALIFORN'A 92619-7057 --0 - 023 2 170 948 321 6 081 958 540 I DRAWN BY: HJL/LSL I 4-99 h (949) 472-35o5 300-s-10 103.278 5 , - , • • • ,, • -' = NEWPORT BEACH. CALIFORNIA 3DD-12-77 239.262 06,;~83 22" ,1168'~•~58· ~2'.580800 66,00~12,2"51~.7190~ lt---2--t-D-R-IV_E_W_A_Y_W_ID_T_H_S_O_N_S_T ___ "A_"_;_W-,IS_C ___ -$-ID_E_W_'A_l_K--;---4-5-7-i-m',,/"...J-/f: ,f'l:;¾Art/(]CJ LSL Ii 4D_A9f~ 3M-2S-9i 247.971 16 , ~•· -, a ,~ "" i '· ,,)17;:""? _,_, •/J.L DESIGNED BY: e 3T-6-92 604.79,; NOTE: ALL COORDINATES .!\ND D!STANCES ARE EXPRESSED lfJ TERMS CF l!-_:1~-4~~:!;IIS~C:,:-!:_S~E!W~E:'.'.R!_:&~W'!l_A~:T~E~R __________ i__:9:2,1~3-~-:'.J~,~,;2:yft.0'(,4l/l_.!O:f1:.t.1'.l,:fi?'.!Z_.j--------+,-,D"'A"'TE,,,--l 3T-8-82 553a735 THE LI .. S, SURVEY FOOT (1 METER = 39,37 /12 f-OOT) NO, REVISIONS SHT, NOS, A.PPR, DATE CHECKED BY: CFJ I 4-99 COUNTY OF JN 1000371 SHEET I ' 1 I I I 15 I OF l ' I)-:,)! 'bJ ·5 ~ 8 ., .. ;:s st ~ _, ;_) ~ ~ ~ ;J ... ~ ..:::r -G,-, 3 s- -¥S C, 0 'z?: -0 ..c ...., t!,,l ~ -c. -IJ\ C) I.R.W.D. Domestic Water Notes A. THE WATER SYSTEM JS TO BE INSTALLED BY THE DEVELC'PER. ALL WATE.R SYSTEM WORK SHALL CONFORM TO THE DlSTRlCT'S "PROCEDURAL GUIDELINES ANO GENERAL DES]G~ REQUJREMENTS'. AND ··coNSTRUCTJON MANUAL," AS LAST REVSIED. B. THE DlSTRICT ENGINEERING OFFlCE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE THE START OF WORK AT (949) 453-5300 OR (949) 453-5615. C. A PRE -CONSTRLCT iON CONFERENCE OF REPRESENT AT I YES FROM AFFECTED AGENClES ii.NO THE CONTRACTOR SHALL BE HELD ON THE JOB SIT[ 48 HOURS PRJOR TO THS START or WORK. D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM SO-FOOT STATIONING IF THCRE ,A.RE NO EXISTING CURBS. E. ANY WATER SERVICE FOUNJ .0 BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER ~OCAT!ON AT NO COST TO THE DlSTRJCT • F. ALL I.IAIN UM: VALVES SHAU_ BE MAINTAINED SO AS TO BE ACCESS!BI E DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF 0 COVER Will REQUIRE EXTENSICN AS PER DRAWING W-8. G. !N RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-!NCHES AND SMALcER, SHALL BE A ,HN!MUl,I OF 42-iNCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AMJ SECONDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-J~CHES ABOVE THE CON:RETE PtD OR SIDEWALK Vl!THOUT THE USE OF SPOOLS AND SHALL Bi: LOCATED AT A ~lN!MJM or 3 FEET FROM THC ECR CR BCR AT AN INTERSECTION. 1. ALL WATER 1.iAlNS 6-!NCHES THROUGH 12-JNCHES SHALL BE CLASS 150, ,\WWA C·900 PVC, UNLESS OTHERWISE NOTED. J NO TAPS OR OTHi:R CONNECTIONS SHALL BE MADE TO EXISTING DlSTR!CT WATER MA I NS PR I OR TO CONDUCT! NG AN APPROVED PRESSURE TEST ON THE NEW WATER DJSTRlBUTION SYSTEM. TAPPWG SLEEVES SHALL SE PRESSURE TESTED IN AN APPROVED MANNER IN Tri£ FIELD, JN THE PRESENCE OF Tft DISTRICT JNSPECTOR PRIOR TO TAPPING THE MAIN LINE, TAPPING OF THE MAIN LlNE SHALL NOT PROCEED Ut-l.ESS A DlSTRJCT lNSPECTOR JS PRESENT. K. WHERE .:ETERS AN) METER BOXES ARE LOCATED WITHIN SLOPES, Tit ANGLE METER STOPS SHALL BE SO LOCATED SUCH THAT THE •IETERS NO BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFA.CL L. NO METER lS TO BE PLACED WiTHIN ANY SlDEWALK OR ORlVi:'IIAY A.REA. M. CURBS SHALL BE WSCR!BED WITH A "W" iNDICA;iNG Tf£ LOCATIONS OF ALL Dm,EST! C WATER SERVICES N, iNDlVIDUAL PRESSURE REGULATORS ARE REQUIRED gv THE UNIFORM PLUMBING CODE IF lfl: AVE.RAGE STATiC PRESSURE IS 80 PSJ OR MORE. 0. OJRBS SHALL BE INSCRIBE..8 W!lH THE T!E DOWNS FOR ALL VALVE LOCATWNS, P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POiNTS TO THE EXISTING DOMESTIC WATER SYSTEM FCR Vf.RJF!CAJTON OF HORIZONTAL AND VERTICAL LOCATJON BEFORE CONSTRUCTION. Q. FINAL iNSPi:CTJON FOR WAE:RLlNES MUST INCLcOE WAllR SAMPLES !HAT WILL Bl fESTED FOR CONDUCTIVJTY, TlRBJOITY, AND COOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 1.0 TON , ciJT TO INCLUDE Cfl.CRINE ODOR, TO BE ACCEPTABLE. R. THE CONTRAc;cR WCRKJNG ON IRWD MTER LINES MUST HAVE A C-34 LICENSE OR A Cl.ASS A GENERAL CONTRACTOR'S L 1 CENSE. I.A.W.D. Reclaimed Water Notes ALL Off-SITE i'./ECLAIMED WATER SYS!EMS SHALL 8E CGNSiRUCTEO iC\J ACCORDANCE WITH TH[ R[QU!RD>t.E:NTS Ci THE DOMESTIC PO"TABI-E WATER SYST(MS. 2. RECLAltdEO WATCR PIPE SHALL GC PURPLE PVC c'-900 FIPE, EJTHER CLASS i 50 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO iDENTiPY' IT AS RECL.IOMED WATER. 3, Ai_L 1-:NCH ANO 2-!NCH COPPER SERVtCES Sf.!J\LL BE WRAPPED COHTlNUOSLY WITH PURPLE MARKING TAPE FROM END TO END. Fire Department Notes A. PRIOR TO INSTALLATION, ANY REQUIRED PERMJTS SHALL DE SECURED FROM THE APPROPRIATE BUlLDlNG DEPARTMENT. 8. INSTALLATlON, INSPECTION M-lD TESTING SHALL CONFORM WlTH THE 1994 EOJT!ON OF NFPA STA~DARD 13 ANc THE 1992 ADD!TlON OF NFPA STANDARD 24, WITH AMENDMENTS BY INDIVIDUAL CITIES QR THE UNINCORPORft.TED COJNTY. C. COf!NECTiONS LARGER Tc!AN 2" TO PUBLIC WATER SYSTrns SHALL EE CONTROLLED BY A POST INDICATOR VALVE OF AN .APPROVED TYPE. WHERE THE WATER AUTHCRiTY HAS REGULATIONS REGARDING THE CONNECTION OF PRlVATE FIRE SERVICE MAI~~S, THEY SHALL APPLY. WHERE THE WATER AUTHORITY REQUIRES 8.ACKFLOW PROTECTION, fHE FOLLOW ING METHJDS OR ASSEMBLl ES ARE ACCEPT ABLE: I. AN ABOVE GROiJND ASSEMBLY APPROVCD BY THE WATER AU1HIJRJTY, PAINTED OSHA SAFETY RED, AND WJTH THE VALVES LOCKED IN THE OPE.N POSll lGN. VALVES CONIROLUNG MORE THAN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN APPROVED LOCATION, 2. A BELOW GROUNJ ASSEMBLY APPROVED BY Tli[ WA,ER AUTHORITY AND LOCATED lN AN APPROVED VAULT. THE LAST VALV[ON THE ASSEMBLY SHALL BE CONTROLLED BY AN APPROVFD POST 11-.!JJCATOR OEVICt. THE POST INDICATOR DEVICE SHALL BE PAINTED OSHA SAFETY RE:D, BE LOCKED IN THE OPEN POS I Tl C!-1 AND !F CONTROLL! NG MORE THAN 1 CO SPRINKLER HEADS, MONITORED TO AN APPROVED LOCATION. 3. THE LOCATION OF CONTROL DEVICES SHALL BE APPROVED BY THE CHIEF AM) Tit WATER AUTHORITY. Fire Department Notes cont'd ll. APPROVED FIRE DEPAR!MLNT CO:lNECTIONS u~cc) SHALL BC: LOCATED WITHIN 150' OF A PUBLIC FIR£ HYDRAN"f. THE roe SH.o\LL BE CRIENTEO TO FACE Ht FIRE DEPARTMENT ACCESS ROAD. THE FDC SHALL 8E PROPERLY SUPPORTED AND SHALL BE PROTECTED rROM MECHANICAL lNJURY. THE SlZE OF PIPING AND THE NUMBER OF INLETS SHALL BE APPROVED BY THE CHJEF. JF ACCEPTABLE TO THE WATER AUTHOR!TY, IT MAY SE INSTALLED ON Tr£ BACKFLOW ASSEM8L'. FlRE DEPARTMENT Jr-LET CONNECTJO~S SHALL BE PA!NTEO OSHA SAFETY RED. c. EVERY SPRlNKLER SYSTEM SHALL HAVE A SEPARATE COt.NECT!ON FRO.I Te:E PRIVATE FIRE MAIN. F. WHERE IT JS IMPRACTICAL TO PROV!OE A Pos·, iND!C.'TOR VALVE, VALVES SHALL BE PERMITTED TO BE PLACED !N VALVE ROOMS ACCESSIBLE FROM EXTERiOR ON EXTERIOR RISERS OR ON INTERIOR RISERS WITH lNDJCATJNG POSTS ARRANGED FOR OUTSJDE OPERATIONS, OR 1N P!TS WITH PERMISSION OF 1HE AUTHOf~[TY HAVING JURISDICTION. G. PRIVATE FIRE HYDRANTS SHALL BE AN APPROVED WET BARREL STYLE WITH A MlrlJMJM OF O"I': 2-1/2" AND ONE 4" OUTLET. ALL OUTLETS SHALL BE PROVlDED WITH NATJCNAL STANDAHD THREADS. ALL FIRE HYDRANTS SHALL 8[ H-!STALLED ON A 6" RISER, 4" OUTLET(S) SHALL FACE TOWARD FiRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SHALL BE LOCATED A MINIMUM OF 18" ABOVE GRADC: AND HYDRANT FLANGE(S) A M!NJMUM OF 2" ABOVE GRADE. FIRE HYDRANTS SHl,LL BE LOCATED A M!NU.!JM 40' FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL Be PROVIDED FOR EACH HYDRANT IN AN ACCESS!BcE LOCATION (VALVES SHALL NO; BE LOCATED IN PARKING STALLS). H. LARGE PRIVATE FIRE SERVICE MAIN SYSTEIAS SHALL HAVE PCST INDICATOR TYPE SECTIONAL CONTROLLJNG VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT SECTIONALIZING THE SYSTEM lN THE EVENT OF A BREAK, OR rOR Tl£ MAKING 0• REPAIRS OR EXTENSIONS. l. ALL PIPE SHAU_ 8£ /;PPROVED FOR USE H-l "FIRE SERVICE SYSIEMS," CLASS 150 MINIMUM. CLASS 200 SHALL BE PROVIDED WHERE lHE PRESSUi<E EXCEEDS 150 POUNDS PER SQUARE !NCH (PS!). ALL FERRIYJS METAL PIPE SHALL BE LiNEO. ALL rERROUS PIPE AND FITTINGS SHALL BE PROTECffD WITH A LOOSE 8-MJL POLYETHYLENE TUBE. THE EN9S OF THE TUBES SHALL BE SEALED W !TH 2" TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JO'NT ACCESSORIES SHALL BE CLEAN[D AND THOROUGHLY COATED WITH ASPliAL T OR OTHER CORR OS! O'i RETARD I NG !IA TERI AL AF'ER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLAT!CN. J. A MINJMLIA OF 30" OF COVER FROM FINISHED GRADE TO TOP OF PIPE SHA.LL BE PROVIDED A.BOVE PJPE. WHEN SURFACE l.OADS ARE EXPECTED, A MINIMUM OF 35" OF covrn SHALL BE PROVIDED. K. APPROVED PIPE AND tilTINGS SHALL BE lNSTALLED UNDER BUILDiflG FOOTINGS. ADEQU.\TE CLEARANCE SHALL BE PROVIDED OVER PIPE AND FlTTlNGS THAT RUN UNDER FOOTINGS TO PREVENT DAMAGE FROM BUILDING SETTLING. A \l!Nl!JUM OF 2" CLEARANCE SHALL SE PROVIDED WHERE PIPE PASSES THROUGH THE FLOOR OR WALL. UNDERGROUND PlPING SERV!NG ~-IRE SPRINKLER RJSERS SHALL TERMINATE WITHIN 18" OF AN EXTERIOR WALL .4ND 6" /,BOVE FINJSHED FLOOR. L. THRUST BLOCKS QR OTHER APPROVED METHOD OF THRUST REST.'~AlNT SHALL BE PROVIDED WHEREVER PIPE CHt1NGES DlRECi'lON (REFER TO ~Tii\CHMENT A). Field Inspection Notes and Requirements A A FINAL INSPECTION IS REQUIRED. SCHcDUt.E ALL JNSPECTICNS AND TESTS FORTY-EIGHT (48) ,;JURS IN ADVANCE BY PHONING 8. THE TRENCH SHALL BE EXCAVATED FO~ IHRUST BLOCKS ANO INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE JN PLACE. CARE SHALL BE TAKEN WHEN FORMING AND POURING TH!lUST BLOCKS THAT FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE. C. A HYDr,OSlAIIC H:Sl (TWO HUNDRED f'SI PRESScRE FOR TWO HOURS OR FIFTY PS l OVCR THE MAX I MUM STAT l C PRESSURE WHEN lT i S OVER ONE H\!NDRED AW FIFTY PSI SHALL BE WITNESSED BY AN lNSPECTOR BEFORE BACKFILL A1'1J SOIL COMPACTJGN. THE TRENCH SHALL BE BACKFILLED BETWEEN JOINTS BEFORE TESTJNG TO PREVENT MOVEMENT or p IPL D. THE SYSTEM SHALL BE FLUSHcD THOROUGHLY BEFORE CONNECTION lS !!ADE TO EXISTING SYSTEM STUB OUTS. FLOW RATE SHALL BE .A M!Nlll\JM OF 10 FT/SEC TK,OUGH NOT LFSS THAN -1 )NCH PlPE OR HOSE, APPROVED EOU I Pl.!ENT SH.\LL BE PROVIDED BY Tf;E CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED SY AN INS0 ECTOR. E. PRIVATE FIRE HYDRAN7S, SPRINl(LER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES, POST INDICATOR VALVES, ANJ fiRC DEPARTMENT COf,NECT JONS SHALL BE PA I NTED SAFETY RED. F. ALL CONTROL VALVES SHALL BE PROVIDED WITH P£RMANENT SIGNS THAT CLEARLY INDICATE THE BUILDiNG, SYSTEM AND FUllCT!ON THE V,\LVE SERVES. G. ALL FIR[ SPRINKLER SYSTEM CONTROL VALVES (JNCLUOJNG DETECTOR CHECK ASSEMBLY VALVES), THAT CONTROL 100 OR MORE SPR]NKLER HEADS, SHALL BE SUPERVISED BY AN APPROVED CENTRAL ALARM ST,\TJON UNLESS OTitRWlSE APPROVED BY THE ORANGE COUNT'/ Fl RE AUTHOR !TY. I.R.W.D. Sewer Notes A. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. All SEWER WORK SHALL CONFORM TO THE DISTRICT' 5 • PROCEDURAL GU!DEUNES AND GENERAL DESIGN REQUIREMENiS~ AND ~ CONS7RUCT!ON MANlJAt.,' AS LAST REVISED. 8. 1Hf. SEWER CONTRACTOR SHALL hAVE A COPY OF THE OISTR1crs STANDARD SPECiFICATlONS ON THE JOB. C. THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERM!T FOR WORK DONE IN THE PUBLIC RIGHT-OF·--WAY. 0. TH£ DJSrRICT ENGINEERING OFFICE. SHALL BE CA.LLEO FOR iNSPEC-TlON FOUR (4) WORKING DAYS DEFORE lHE START OF WORK Al (949) 453-5300 OR (949) 453-56'15. E. A PRE>CONSTRUCTION CONrrnENCE SHALL BE HELD 48 HOURS BEFORE BEGINNING CONSTRUCTION WORK, F. THE CONTRCTOR SHALL EXPOSE All JOIN POINTS TO iHE EXISTING SEWER SYSTEM FOR VERIF!CATICN CF LOCAT!ON AND ELEVATION BEFORE CONSTRUCTION, G. STATIONS SHOWN AS 0+00.00 ARE SEVIEf( STA.110NS AND f,RE. INDEPENDENT or .ALL OTHER ST.t.,nO:'IS. ' H. All LATERALS AR[ iO BE STAKED BY THE SURVEYOR BErORE TRENCH!NG AND A COMPLETE. SET or CUT SHEETS SUFPUED iO TH£ DISTRICT INSFECTOR. I. ALL SEWER MAH HOLE LIDS ARE TO HAVE '!RWD' CAST THEREON AS SHOWN lN OR.AWING S-4. J. THE DISTRICT SHALL INSPECT A.ND TEST THE SEWER COLL£CTION SYSTEM P-NO LATERAL SEWERS TO THE PROPERTY CLfAN-0:JT. PRIVATELY OWNED SEWER LATEf..:ALS FROM THE PROPERTY UNE: CLEAN-OUT Wi~L BE INSPECTED AND TESTED BY THE ClTY or !RV!NE. K. INFILTRATION ANO AiR TESTING or SEWER UNES SHALL BE iN ACCORDANCE WITH THC DISTRICT'S .. PROCEDURAL GUiDEUNES Ai\lO GENERAL OFSIGN REQUIREMENIS.., AND .. CONSTR:.iC"fiON MANUAL.~ faS L.flST REVlSED. L ALL SEWER UNES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION or ALL LEAKAGE TESTS. M_ PIPELINE LEAKAGE TESTS SH.A.LL BE MADE IN THE PRESENCE Of TrlE D!STR!CT 1NSPECTOF?. ONLY AFTER BACKFlLL HAS 8tEN C01.tPLETED, COMPACTiON TESTS ON BACKFILL HAVE BEEN MADE, AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. N. ALL SEWER !JAIN LINES 6-INCHES AND LARGER ARE TO BE INSPECTED BY THE DISTRtC1 USING A CLOSED ClRClJIT TtLEViS!ON SYSTEM. A VIOEO TAPE RECORDING WlLL 8:. MAOE OF THE INSPECTION, 0 THr CONTRACTOR iS TO PRO\~DE THE DISTRICT Wll'H AN AS-BUILT SET OF THE JOB PRINTS WITH TiE DOWN MEASUREMErs.irs FOR ALL LATERALS ANO MANHCLES. P. BEFORE FINAL ACCEPTANCE, THE DEVELOPERS ENGINEER SIGNING THE PLAMS SHALL FURNlSH TH[ DiSTRICT WiTH A SET OF AS-BUILT MYLARS OF THF Sf.Wc.R PLAN. Q. CURBS SMALL BE !NSCRIBtD WITH AN ~ S' INDICATING LOCATIONS OF ,'\LL SEWER L--\TERALS, R. CVR8S SHALL BE INSCRIBED WITH THE TIES FOR ALL MANHO~E LOCM!DNS. $. THE CONTRACTOR WORI\ING ON iRWD WATERLINi::S MUST HAVE A C-.34 LICENSE OR A CV.SS A GENERAL CONiRAcrORS UCENSL I \ I I I \ \ \ l I I i I I ,, \ \ \ ~ f • /' 100' 50' O' 100' GRAPHIC SCALE: ~NDEX MAP DR, 20 (16385) .Sheet 2 0£ .l 5 PLAN PREPARED BY; Robert Bein. William Frost & Associates PROFrSSIONAL ENGINEERS, PLANNERS & SUFI\/EYORS P.O. SOX 57057 ii, i4725 ALTON PA.~KWAY, IRV!NE1 CALIFORNIA 92519-7057 (714) 472-3505 SHEET INDEX FOR SAGE HILL SCHOOL TENATIVE PARCEL MAP NO. 97-200 NEWPORT COAST CALIFORNIA JN rt vo ,;::, c.:,, J f" ::,-~ ~ - ~ + -~ <;,3> ~ :r' -c,-') .:r:. ~ <2> C " 0 -7t a ..» ....., • I N 8 II I, I ' !1 I 200' 100· PROJECT NO, 100037 SHEET I 2 OF 15 i!>-5162: S. Constu""uction Notes and Estimated Quantities NO. DESCRIPTION UNIT TOTAL STREET CONST AC PAVEMENT OVER AB SF 42,600 2 CONST TYPE A2-5 (W=18") CONC CURB AND GUTTER PER APWA STD PLAN No. 120-0-0C. LF 2,800 2A CONST TYPE A3-6 (W=18") CONG CURB AND GUTTER PER APWA STD PLAN No. 120-0-0C. LF 130 3 CONST CURB RAMP PER PF&RD STD PLAN No 1115 (TYPE NO PER PLAN). EA 6 4 CONST CONC ROLLED CURB PER PF&RD STD PLAN No. 1201. LF 50 5 CONST CONC LOCAL DEPRESSION PER PF&RD STD PLAN No. 1308 AND PER DETAIL ON SHEET 6. EA 7 . 5A CONST MOD CONC LOCAL DEPRESSION PER DETAIL ON SHEET 6. EA 1 1---+-----------------·--------------·--·-----+--+-----J 6 CONST CONC CROSS GUTTER PER APWA STD PLAN No 122-0-0C. LF 1 6A CONST MOD CONC CROSS GUTTER PER SHEET 7 & PER APWA STD Pl.AN NO. 122-0-0C. (6 FEET SPAN) LF 60 7 INSTALL STREET LIGHT FOUNDATION, CONDUIT AND FIXTURE PER SEPARATE PLAN & PERMIT (BY OTHERS). EA N/A 8 CONST CONC INLET TYPE II PER PF&RD STD PLAN No. 1302 (L & H PER PLAN). EA 7 BA CONST CONC INLET TYPE I PER PF&RD STD PLAN No. 1301 (L & H PER PLAN). EA • 1 9 CONST li'PE A 1-6 CONG CURB PER Af'WA STD PLAN No. 120-0-0C. Lr 1,270 10 CONST CONG SIDEWALK PER PF&RD STD Pl.AN No. 112-0-0C. (COLOR PER ARCHTIECT'S PLAN) SF 7,680 11 CONST CONG SIDEWALi< RETURNS PER PF&RO STD PLAN No. 1111 EA 2 DOMESTIC WATER 20 INSTALL 12" C-900 PVC, CLASS 200, PER IRWD STD. W-11. LF 2,371 21 INSTALL o C-900 PVC, CLASS 200, PER IRWD sm. W-11. LF 25 1--::..c..+---.:c....::::_c_-,-:c_:_c.:.___:..:_:_=-:..:....::c:..:.:._;_:: _____ .c._ __________________ t---+---c-·-· 22 INSTALL 12" BUTTERFLY VALVE PER IRWO STD. W-7. EA 10 23 INSTALL IS' GATE VM_VE PER IRWD STD. W-7. EA 2 24 CONSTRUCT FIRE HYDRANT PER IRWD STD. W-6. EA 9 25 CONSTRUCT THRUST BLOCK PER IRWD STD. W-12. EA 29 1---t----~--------------------------------+--t--.,,---, . 26 INSTALL fl" GATE VALVE PER IRWD STD. W-7. EA 3 27 INSTALL 1• AIR/VACUUM ASSEMBLY .:..P::-E,R-'-"-IR ___ W.:_D_;ST:_D:_._W ___ -_1..::.0 ...... ----------------1--EA--l---'2---1 28 INSTALL t' COPPER SERI/ICE PER IRWD STD. W-2. EA 2 29 INSTALL 4• SER\,1CE FOR :5' TURBINE METER PER IRWD STD. W-17. 30 INSTALL DOUBLE CHECK BACKFLOW ASSEMBLY (S!ZE PER PLAN) PER IRWD STD. W-16. 31 INSTALL ff C-900 PVC, ClASS 200, PER IRWD STD. W-11. 32 INSTALL 4• C-900 PVC, ClASS 200, PER IRWD STD. W-11. ::13 INSTALL 12" DUCTILE IRON PIPE, CLASS 52, PER IRWO STD. W-11 (W/ BONDED JOINTS). 34 INSTALL FITTING ANGLE (SIZE PER PLA'l) PER IRWD STD. W-12. 35 INSTALL REDUCED PRESSURE SACKFLOW ASSEMBLY (SIZE PER PLAN) PER IRWD STD. W-20. 36 INSTALL 4" GATE VN..VE PER IRWD STD. W-7. 37 INSTALL CONCRETE SLOPE ANCHOR PER IRWD STD. S-11. 38 INSTALL CA lliODIC TEST STATION PER IRWD STD. CP-1. RECLAIMED WATER 40 INSTALL 6" C-900 PVC, CLASS 150 (PURPLE PIPE) PER IRWD STD. W-11. 41 INSTALL 5• GATE V/ll.VF. PER IRWD STD. W-7. 42 INSTALL 7:' COPPER SERVICE PER IRWD STD. W-2. 43 CONSTRUCT THRUST BLOCK PER IRWD STD. W-12. 44 iNSTALl 4" SERVICE FOR :5' METER PER IRWD STD. W-17. EA EA LF LF EA EA EA LF EA LF EA EA EA EA 1 4 459 5 769 25 4 1 33 2 1,712 2 2 12 1 FLO X NOZZLE PER PLAN SIZE~ NOZZLE TO SE 1/4" STEEL CEMENT MORTAR r-=-A u,rn • "'..:" ~ ~ ,· ' --,,--,-----.--,---!-r'_.C',.-1.... t----i ~ 1/4 IN. I/ ~r--._ J, (' . ' ,_ ---./ /'\_ A ·~ ) I WRAPPER PLATE SHALL BE 1/4" STEEL A PLAN R/W r 1 CONSTRUCTION STEPS @WELD NOZZLE TO PIPE @ FILL VOID WITH MORTAR @ TAP PIPE 1/4 IN. TAP ON STEEL WATER MAIN N.T.S. 60' .. . . . • . • /_,/, // I .••• 3/4" EXISTING CONCRETE LIN I NG 1/4" RADIUS JOIN 1/4" RADIUS JOIN ' '--REMORTAR AS NECESSARY AFTER TAP HAS BEEN MADE SECTION A-A 60' . R/W 45 INSTALL 1• A!R/VACUUM ASSEMBLY PER IRWD STD. W-10. EA 1 ,-5,:; GUTTER 46 INSTALL FITTING ANGLE (SIZE PER PLAN) PER IRWD STD. W-12. EA 12 37 INSTALi.: 4• GATE 'vALVE PER IRWD SiD. W-7. EA 1 STORM DRAIN 50 CONSTRUCT 18" RCP (D-LOAD PER PROFILE) LF 300 51 REMOVE EXISTING BRICK AND MORTAR PLUG. EA 1 52 REMOVE EXISTING CSP & RISER. EA 2 53 CONSTRUCT BRICK & MORTAR PLUG. EA 1 SEWER (PUBLIC) 60 INSTALL 8" PVC (SDR 35) PER IRWD STD. DWG. No. S-6. Lf 260 61 CONSTRUCT 48" MANHOLE PER IRWD STD. OWG. Nos. S-1, S-2, S-3, & S-4. EA 3 SEWER (PRIVATE) ~_6,:::.5-1-_i_NS.::..T:c.A-=L=-L..:8_"_;,P_:V_cC_(,c:Sc:.D..:.R_;3:.::5.,_)_P.=Ec:_R_:I __ RV--VD:__S_TD __ ._D_l_'IG'-._N_;o_._;s_-_;,6_. ---------------f-L_F--+ __ 5_2_3. __ _ 66 CONSTRUCT 48" MANHOLE PER iRWD STD. DWG. Nos. S-1, S-2, S-3, & S-4. EA 67 INSTALL CONCRETE SLOPE ANCHOR PER IRWD STD. S-11. LF TRAFFIC 70 PAINT STRIPING, LEGEND, OR ARROW AS NOTED, INCLUDING INSTALLATION OF RAISED LS PAVEMENT MARKERS PER STRIPING DETAILS. 71 FURNISH AND INSTALL SIGN AND POST. EA • QUANTITY ESTIMATES ARE FOR PERMIT AND BOND FEE CALCULATIONS ONLY. CONTRACTOR IS TO CALCULATE THEIR OWN QUANTITIES FOR BID PURPOSES V/~R:ES I ~--····-··"· -"' __ ,,.., . 1s· (l ---J-···-··-··· : aC-' I 4• h' f-oi>-·------ I,..,.,--1·•,1 ;.; :,) 1 L)t.JV i-,;_;' , ! I LIGHT STANDARD FIXTURE lYPE : j; __ AND POLE HEIGHT ]....•" TO BE DETERMINED 2.5' 1 BY THE PROJECT I i r ---; ,.._. ARCHITECT (TYP. ! 1 TC= ct_ !+D.06 EASTBOUND SIDE , ,! ONLY) 0 · (TYP) i I !',· .Q,_. ! • 1 7 i \ I ?., ~ _I , .·~ I ' i ,@-\\ ii ··'·'''>' • ·•,, .. ''.',. .·. , .:. t':--,V ·1 ·,' •· I • • • , ~ i ''<r? ; I j , -,,,:,-;, ; I 1 -,'l';' !., \\ii·.[',~.·!,(··•.·.· ... ~~; •. ·.·.\.----·✓-· '··-_" ~t· j ! -!.~ ~: i _.:..'..:;;_ ----<.· ',,;i:~,,.,,.-~------1~. --·-L'--==~ =~ar=--· '~ ,. • .,,,=,·~==··==c= .. 5•=:::i-·,··-' ' "-·-1 ' " --·--_____ ,_ : '"'•.._,<~\'.k ··i· \ ~~>,,.. 1 ' 1 ! 2' TYP. ·<.:._ 3.5'X3 5' D~~~-BANK ~<1 / ; : f ~ i- E/T /TV DUCT BANK _ _/ l / y' 0 1,,\ W / 3.5' COVER / / SD I I (SIZE 4 102 1 15 I ,3 R/W I 60' ! i ' ' TYPICAL STREET SECTION ; j RV-I ____ } EXISTING CONDITION NE\'/PORT COAST DRIVE SCALE: 1'' = 1 O' I '-i-----·- s. 5 • 4.5' 1,1' P,'lOP RAISED MED)AN -___ ., ___ ,_,,, __ ,,,,, TYPICAL STREET SECTION PROJECT IMPROVEMENT CONDITION NEWPORT COAST DRIVE SCALE: 1" = 1 O' (OFFS!TE STREET !V.PROVEMENT PER SEPARATE PLAN AND PERMJT) 60' ;IJR, ZO (16385) Sheet 3 Of 15 QUANTITIES AND DETAILS FOR R/W ' ' . i i i ' ' ' ;;' 4" RW W/ 5' MIN. COVER __ , J \/AR.) L 12" DW W/ 4' MIN, COVER • I PLAN PREPARED BY: ,,., ~ 1 o" ss W/ 7' MIN. COVE L GAS LINE W/ 4' MIN. COVER (SIZE T8D) 1 CTDJTD) Rober! Bein, flilliam Frost & Associates ~ :::;· 11---+---------------1---"!--'--+---i---------,.--.,~,-I -J.J;\S~-J.'r';!!§, PROftSSIONAI.. ENGINEERS, PLANNERS &: SURVEYORS SAGE HILL SCHOOL TENATIVE PARCEL MAP NO. 97-200 NEWPORT COAST, CALIFORNIA ~ '-: TYPICAL STREET SECTION DATE ~ ~ P.O. EOX 57057 • 14725 ALTON PARKWAY. IIMNE, CALIFORNIA 92519-7057 "" <>. LSL 4-99 '1 h. (714) 472-3505 ~o I 00~~. = ·s •• S•"""1 #•' DATE ~ c? ,ru= ,. DESIGNED BY: HJL/LSL 4-99 ~ ~ m <£ (FlUVATE Sifli:£1) / ~ '-0,. I!----+--------··------'---+----+----+---, DATE '=f, ,.. COUNTY OF ORANGE PROJECT NO. JN 100037 1 SHEET G:i., NO. REVISIONS SHT. NOS. APPR. D.ATE CHECKED BY: CFJ 4-99 CRftJGf. Jli/HNSON EXP. 12/31/02 Qib===========================================·=======:&~~=h================='=====""=====do=====!~~======='==="1===========,===========e!==c-:s~r;====,c=~~===9r"7-'i'TT=~~~~7'.:J"i0"==== }Jj) (_{, 0 2{~ @_') (CT/ (0 ~ Cf) ~)} 3-SIGt·5 RCE NO. 45838 OF 1 5 cP ' u1 - E a. \{) 0 Ji ··:·1 .. . , .:.·· ·.:~ r: ... , • ' •. -1-.·-·-· ·-· :·t .. J~, -· -··· +·····-----· ·--·{ ... --~=;;~~~--~ .:~;!-.=.:.·.:-· .... ~ -=:.~ -· ·.:~-,.. t. t .... : .L:-~ ~·-"···+--· ---· ·---· +· .. ...... -,-... -_. ::.: ------··--·" """ TANG ENT DAT A D • SEARING ' l.ENGTfl 1 N88'19'03"E 150A2' 2 N88"19'03"E 62.41' 3 N88"19'03"E 64.42' 4 N56'09'30"E 291.92' 5 N56'D9'30"E 291.92' 6 N56"09'30"E 217.94' -----! 7 N3.3"50'30"W 11.61' 8 N33'50'30"W 15.00' CURVE DATA Q DELTA RADIUS LENGTH TANGENT A 15"54'48'' 250.00' 69.44' 34.94' 8 48"04'21" 250.00' 209.76' 111.50' C 40'22'57' 400.00' 281.92' 1---1------4 147.10' D 90'00'11" 35.00' 54.98' 35.00' E 89"59'49" 35.00' 54.98' 35.00' F 15'54'48" 232.00' 64.44' 32.431 G 15'54'48" 268.00' 74.43' 37.46' H 48'04'21" 268.00' 224.86' 119.52' 48'04'21" 232.00' 194.65' 103.47' J 40'22'57" 382.00' 269.24' 140.48' ---+--'-':........j--,:__-'-'-f---'--'--1 K 89'28'48" 25.00' 39.04' ,_ __ ,_ ____ _.,_ L 05'06'58" 416.00' 37.33' M 90'00'00" 25.00' 39.27' ii j tJ 7 24.77' 18.68' 25.00' :::t·,j : . 10+00 -··· .... ........ ···:~:::.T,:. ··:. . ... 4 ..... . .,....... ... _ . .. --- .... ~ ... ~ . ·-,... . .. . --.... '-··--· ... ~ ··- ··,: -·· . .. "":_ ·.:.-:-. :--.t. "" •• ------! -- ·---·---·--------·:: _-:::.::::L:-::.L.-- 11+00 12+00 -······-r····-· --i-· -. ----·-·-·-r· ---, •. : ' .c::.t • • . .. . -r,-=t'XtSfl ~ .RflDE:l'j,,, = · ~ RcB'POSE .. ·+·--------" :.~-.:-.. .;. . ·!-::.:::: .. ·:.,;_ ...... : .. .:r~· . ·-··" _L._._ •• -... i. ... ··}.:: ... . •-l-. -· I -"1·----· ---... ··:·:· __ :4.-· .:: --.:. •. 13+00 14+00 HORIZ. VERT. 40' 8' ····f .. ·•-. ·~· - . .. , .. ·--·•···- ··-··-.!. ..••.• ::u,::: . ... :.:: ·,: :C:.'\: ···:· • -·· J ---··---·-•••• . ·--·-·+· --·•· .... + ........... !.. -· - 15+00 15+00 •. ~ ..... . .:. :--1------+- ·····+ ... ., ..... ·····t--:-: .--:·~: ··-· ··-: .. ;... t-··--· ····-·· • ,_ +·--··- -· 1 ..... ·---t····--· ----·- ----.. + - •• ··--· .):::::.;.:: .:~:.: t .. ·:··-~· 16+00 PLAN PREPARED BY: 17+00 i I Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 57057 • 14725 ALTON PARKWAY, JRV!NE, CALlFOR:~!A 92619-7057 (949) 472-3505 t· 4-., -1------ ---l ....... ,_ •• , ·• r····-.. ··-l·· ··+·· ---.• ----·· - .-a-·-.··_:: --··t--::-·_r···· . . ... -1-... ~ ... t·-· ·"">"·--· ----······· ------ """'" t· -· -· ).. - -·-·-· ----!----"' . ·.:::r_·-· .·1. ... ,. :-··:.-->·--· -•-I•-----· -l. .... ---1 ... --.. , .... 4-. "" ... [... ...... \ .. -·-·-· ·····--l .. G)-coNST AC PAVEMENT OVER AB @-coNST TYPE A2-5 (W=16") CONC CURB AND GUTTER PER APWA sm PLAN No 120-0-oc. @-coNST TYPE A3-6 (W=16") CONG CURB AND GUTTER PER APWA STD PLAN No 120-0-0C. 0)-coNST CURB RAMP PER PF&RD STD PLAN No 1115. (TYPE NO. PER PLAN) ·--·-.. , ··---·-t--· .... @-cONST CONC ROLLED CURB PER PF&RD SID PLAN No. 1201. @-coNST CONC LOCAL DEPRESSION PER PF&RD sm PLAN Ne. 1308 AND PER DETAIL ON SHEET 6. @-CONST MOD CONC LOCAL DEPRESSION PER DETAIL HEREON. ©-coNST CONC CROSS GUTTER PER APWA STD PLAN No 122-0-0C. MODIFIED TO A 6 FOOT SPAN WHERE NOTED ON PLAN. @-coNST MOD CONC CROSS GUTTER PER DETAIL HEREQN AND PER APWA STD PLAN NO. 122-0-0C. (6 FEET SPAN) • (D-1NSTALL STREET LIGHT FOUND, CONDUIT AND FIXTURE PER SEPARATE PLAN AND PERMIT (BY OTHERS). @-coNST CONC INLET TYPE II PER PF&RD STD PLAN No. 1302 (L & H PER PLAN). @-coNST CONC INLET TYPE I PER PF&RD SID PLAN No. 1301 (L & H PER PLAN). (D-coNST TYPE A1-6 CONG CURB PER APWA STD PLAN No. ·120-0-oc. .• .• • '"'.,. '·." .. -'"•-.. "-. ., .,.----•,_ ... ---··-~•--.. ,.,',,·,-..--,~·· L2::\ @-. 0 . CO·N· ST CONC SIDEWALK. PER PF&RD STD Pj..AN.• No··• ... 112. -.0-0C .• ·,,, . ( COLOR TO BE MESA BEIGE Cl 2 SCOFIELD.) . / .• • ~CONST CONG SIDE~VALK RETIJRN PER PF&RD STD PLAN-No. ~,;1~. PLAN AND PROFILE FOR ~~~VAulE SulRHElE"if r:JA~' $ii A 10❖00.00 irO Sir A ~1❖50.00 ~11:t~oi;rr COA~"if'. CAlL6li=Olillr,jDA PROJECT NO. JN 100037 SHEET I • i ··---···-r···· L_.:-L·. --·----+ -· . -,·-·-. .. ·--·-. ··- - • ·,.+,,$'1 . ----·· ·--:: ·--1·· .. --+-·--·· ·l---········-1-· ·• •. , ••••• _, -----+ . -·.-.i: ... ::t: - ·-· .. ·---•• -.J...-. .. ·: c.::::: - ~-":::+ .. .: .. --:-::r:_.,;-+ ... :-:_:i . -··+ --'-······-'--· ....... ·-r . +-····· •--- ---····.r~-~ _;: -·-·-i--- .. ~"~.·.t·.: --.-~ .. t· -···---·-· •y ···--· .... ... -):" -.-i --~: .... ··-···,:::.·· -·-··---- ;---· +····:··+:-· ··•-· " •.••• ~ ···-·• -·· I-.-L .. ~~~,~~ E D. ~, °'I 5" t;;-I ~, <:) ii (/J "' ,.,,. "' / 1-L.J w g: 9- l.u ;> 0 cc o_ 2 ? ~ 9- ·-.::.F ·-: -~ -~··---+---- -,-·--, ··--·.-··+ l 1"""'./"I ""· c .:1-·-• -~;-.( . .. _ _,_ ···-~ ..... §;[::,-- t· TAN GENT DAT A □ BEARING LENGTH N83"27'33"W 24.95' 2 N83'27'33"W 24.95' 3 N83'27'33"W 24.95' 4 NOO'OO'OO"W 264.00' 5 NOO"OO'OO"W 193.00' 6 NOO"OO'OO"W 310.00' CURVE DATA Q DELTA RADiUS LENGTH TANGENT A 4()'22'51' 400.00' 281.92' 147, 1 O' 8 4()'22'51' 382.00' 269.24' 140.48' C 05"06'56" 418.00' 37.33' 18.68' D 61"47'41" 25.00' 26.96' 14.96' ---1------.,.-+----1------1-------J E 10715'04" 25.00' 46.80' 33.94' F 23'47'31" 418.00' 173,57' 88.06' G 96'32'21' 118.00' 198.82' 132.30' H 45'00'20" 136,00' 106.83' 56.34' I 96"32'21' 100.00' 168,50' 112.12' J 06' 1 O' 12" 112,00' 12.06' 6.04' K 87'57'48" 25.00' 38.38' 24.13' L 71'23'18" 25.00' 31.15' 17.96' M 24'43'02" 136.00' 58.67' 29,80' N 90'00'0()" 25.00' 39.27' 25.00' I • r ··-· ... -----·-··-··----·· '"""" - -,.Ji:: +--->--! -:.:_: ~-· .. :· .:.~·:·:---.~~:: =~~-~· 8-~·.· 18+00 0) . -+-·· ... ·····-· ...... J. •• ·-•l• -• 19+00 20+00 ,.,. 8 --; ·•·· ·-i---.. •• --···" -'iR ·+·· •••·➔-•--· ·-·-~~'~--, .. ~ . ·I-" ··I-+ -.. --1 --+·-" =-~. t • ~::·+ + l· ... ----+-· -·.:;-· .. 1~ .. ···------· .I -···-·-•• -•-;• ....... -.j-.. ., -1-·····-· : :.:_~\:::,;;~ .;;--.~:t. -~---· •. L ::: . : • .. '. >-it. .. _----··-t······.::: .... .... -----··+··· .;-. __ _,__ __ -_--......:::..._ ··+····· .... ····•·-I-··--,!,-. ·-•-l- ···r-·-- .-4-., ..... ---.. ::..--...... \ . .... ,a .... ·-t-. --··· , -• ....,, " ·!· • i---··· ·1'."'"" -•· ······I···· Profile Scale -.$-••••• ·-/·-1-· . C .:. .. :. '" l • ............. t· .•• •• , .... J. -··-l· .. -, .: ,':: .·: =le,::, .. 50' SPACING (TYP) 21+00 HORIZ. VERT. 40' 8' • :: :1.:• ·:: .. r: . -·-i 22+00 --:.-:r·: -r··.~ .. ----·-· ;--+· 23+00 24+00 ·---I• -' •.. -· t. ···-'!·· ---·•··• .. ···.>::::·~."t.~_. -.:.-···:· .. ............... {--... --...... . ........ 25+00 _-; -.:.·· +-· . .i:~ ..... :. :. ·::·. : ·:·_ :t -:~· -~·: ·t .•.... +.:.::~::. : ...... ~--:~·+ ··1· .... :~::.~-.:::..:=0· .·+:::·::.t.: .. :: • ..:..:::1 ·+--"-. r -·-·-4-·· G)-coNST .. :.-:.1· • ·····~· •••• ·1·:..~::·. ; .. :::-·+ .. +-•t=:::l AC PAVEMENT OVER -t ··r.:- ..j. ·•· ··.·J··· AB (D-coNST TYPE A2-6 (W=18") CONG CURB AND GUTTER PER APWA STD PLAN No 120-0-0C. , !// , -<\ Q~ '''<>.,, 13"-CONST CURB RAMP PER PF&RD STD PLAN No 1115. JI .I/ t h,,,,II • [l @-~~~sir~1~~3;~A~w~~s~~0c_oi:og~RB AND GUTTER I/I \) \"--\ .,,_,, \::;.) •• (T PE NO PER P AN) JI ii! ,~· o~"''~ov .,..,,',; (v-coyNST CONC ROL~ED CURB PER PF&RD STD PLAN No. 1201. ; ~ \f-Vs<-(. \) @-CONST CONC LOCAL DEPRESSION PER PF&RD STD PLAN No. 1308 \\ \\\\ r-<.. O~ ,v"' 22+ 74.22 AND PER DETA!L ON SHEET 6, \ \\ ,·\,. END CONC. C & G 18° STORM DRAIN @-coNST MOD CONC LOCAL DEPRESSION PER DETAIL HEREON. ~ "1 BEGIN CONC. CURB SEE SHEET 8 \ 1 "t:, END AC PAVEMENT , @-coNST CONC CROSS GUTTER PER APWA STD PLAN No 122-0-0C, ·&\ \:\ ' ✓ lb Zi+47,g 6 BEGIN PAVEMENT PER SEE SHEET 7 '\. MODIFIED TO A 6 FOOT SPAN WHERE NOTED ON PLAN. ' \\ ? y /,\L "' ARCHITECT'S PLAN FOR DROP-OFF AREA @-coNST MOD CONC CROSS GUTTER PER DETAIL HEREON AND 'T'"" \\ -\.=I N DETAIL PER APWA STD PLAN NO. 122-0-0C. (6 FEET SPAN) \\ <f> + 0$ 6 RI. ··•~. ~ 10 \ \.Z..,INSTALL STREET LIGHT FOUND, CONDUIT AND FIXTURE '<, \~ "' 2 g \ PER SEPARATE PLAN AND PERMIT (BY OTHERS), 2 H '<>CJ " "' 4-J\ \ @-CONST CONC INLET TYPE II PER PF&RD STD PLAN No. 1302 0~ !; •:;~,,, ~, ,"' 1 1 1 (L & H PER PLAN). • ~ )' ! // / ';{°"•·~-"""'""'\1=::==!c='="'/::!;c,t---'----t-..,_ __ -r1-------------',---+---7 8A CONST CONC INLET TYPE I PER PF&RD STD PLAN No. 1301 'I, -o <;,U IV \\ -,¾, . ;2 i co (L & H PER PLAN). ",.,, .tf ~ ~= i~ .. __ .. , . ~3_ -==~··-~·.·s,,l=·"'·--:~.=-=>=~"·7'\4 _.,_zi-r--___ ··.· ©-c.ONST TYPE A1::-~_.CONC CURB_ PER_APWA STD_PLA .. N_ No. 120-0-0C. g,{~ <l!'' "-~ ,····· /Qi •• -!;( • . ' ' • • . • ' ' • - • x1&• ~ ·-.P, p o:, "i4,°?"' J //. :r· :, \ \,.~ 'Y1 JJ.. • • ,_ COLOR TO BE MESA BEIGE C12 SCOFIELD. [ I l~\ K I r,,/ • ' ' r,50' SPACING i / i,. '¾. &CONST CONC SIDEWALK RETURN PER PF&RD STD PLAN Mo. 1111. r,=-,!! /f ;/ , Q: &I ~ (~ ; (TYP) 0 "° "' r • ,; :/ ',tlli;-~i:-1f ~-=:TJIJ--~ 5-, =-; \ , r-:_I _ o-.tJ1 -~ ,..J/_'.;~/ ~ci~Z, /[g ~1"-jj ' ' 7 TiP, , ; ~ [ -~ . 7{)f · .. ;;;; -:!!· /J ~·~ :.i. •• .~:~.: ...... ~J : : r-,~- , .. ./ • "" 7 0 ' * If (-·, • • tffiJ r1 I , i/ , ., 8 ~'I ,I!, [ ti! I .--◊ .. ~<'> <> ····. ◊, --">*·· <>,_ <>. -,-<) ••• • -'ii / j / j 1 l ~~~~ A 7rIE 5>7r~IEIE7r ll PLAN PREPARED BY: PLAN AND PROFILE FOR PROJECT NO, ~ I ~~ "":::l /I ;,fl$ ,c, {~~~~ CJE!~;9 ci,,.,-1, .IS '1' ·'(;, ~ • r::::,,: ~<-~ y, /§ 2J 'it~ 1t----t------------7----r--r---,.------.,--=0A=TE,---.c-l Qj ~ -~ N "" DRAWN BY·. L".L '1 4-99 "' .J o 40' 20' O' 40' 80' ,-O, 45838 • -.u, Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. COX 5705i ~ 14725 ALTON PARKWAY, !RVIN[, OllFORNIA 92619-7057 (949) 472-..35-05 !P~B\f' A 1l"IE $7i"!RUEIE1l" ~ !A'1 sir A u7❖5o.oo iro Su A 24l,v~'il.22 t'~IE\:'-fiillOlil!Y COA®V, CAILIU:Oli!lr,'19[). JN 100037 SHEET .. ? {1 Exp. 12-,1-02 ; */ 1 , DATE ti w..,. GRAPHIC SCA'E: 1" ~40' /.~ 1, HJL/LSL 4-99 ·-"J ffi o_ " v'); .C/\1\\. # 11-----l--·----------------+----l----+----!DESIGNED BY: C I, l I /, ;::: (3 ',fffor c~\.\\l:i 2 REVISE CURB RETURN, MISC, SIDEWALK 4,5,7 ·1 DATE '~:::d~ DATE: 11 /iCJ/"!"l t:5 ·:. NO, REVISIONS SHT, NOS. APPR. DATE CHECKED BY: CFJ 4-99 CRAIGT JG~NSON EXP. 12/31/02 RCE NO. 45838 I "'Ilk===============================================================,8,==="'====================!a===='====!===="""=""""'-"'""'====!=e==="=========================='================================!a=======:!l OF 15 COUNTY OF ORANGE 5 c,;:) • Ol cO V ' V, vl E 0 "' V . - cc '"' " " ,..; 0 0 + + i.::i "' I ,, I J ! I u I- 15+14.23 ' <( ' I-;,, (/) 0, "' CD ii '·" :c "' . "' v r-.. -r--+ "' i! + .-_..J if} , ca I \,J 1--G' -· ! Ci_ ST ,, A" ,o " ,..; N + "' 19' 0 I- ITT ~ b v; .,, " ,o '° CATCH !B3AS~N NO. ~ 15+14.26 I'.£. ST "A" CA re~ !B3AS~N NO. 5 18+32.02 (i_ ST "A" ! ~I I I c'l o\r_,__ ('\J· -~ Le :::le. :,ry I LI_ ~ () "'u (,:10 •lo·, "'. "°I" r...:U J..0· U)l't u,]~ !.() 0 lfl Q U-:.10 "', t.I'.l]tOI.!) .-UJ r ... --<0:,,,.-,.01cri I i i I I/ K, ' 'I ' I 'l\=-'I i -., ' ! I I "" ' (/) -n C:c_)J co "' II a, en N "' ::c 0 N en "' -,n -..; 01 '" ro n N N + ..,. ..,. + +. ·• + ro II "' ro 0:, ,-ro _ _; ----- Q 1_ 19' 3' 14' 6' --• ' I ' w ;, c,: D I-!lllll en < 0 ~ u I-= °' ~ 0 a.. "' (g w z I-Ul F G' ',i WJ ~ 0 0 ,/ /---- u I- .... l,_ a:, u " U"l ' 'fl cO -l I ! . J' ---.J "" i 0 "' u::, + ro -' ' I NO. u 0 I-,_ c'l l,_"' o--: 00 ro '° "' • ,, I.() "'"' N tO ': "' CO 00 r-. " + + N N 0 b - u I- 0:, 0 o:i •.O C) ,,., - '< ' "" . (fl co e' co r-.: cc II N :c ,-,j a:,~· .. ,: -II N .J l'.::) 14' I ~! ' -1w.. "! 0 COi: co·o !.f) 1 ...... i I 1I 11 •.a r--co + .. N , 3 CURB R,\Me ITYPC: l) I I . ···l·-... __ \.--_ ---1'-? ,, "-- 11 ·,, l ·•. I . ·r·---, . ·t-----·· ~.?J~.,----~---·= u! u ~I )- t--:W... n f,u ..... ,1...,. "" ' colu tO ~ ,n co ~"I' 1.0' O'J 0 ,,, '" 0 N co ~, N 01 + N "' 0 19' NO. 1 21 +83.28 !t_ ST "A" REVISIONS SHT. NOS. APPR. DATE DRAWN BY: DESIGNED BY: CHECKED BY: 0 O 0 C) + 0 HJL HJL CFJ 0 + DATE 4-99 DATE 4-99 DATE 4-99 11 +08.00 ~ ST "A" 14' 19' 0 0 (,o' 0 0 0 ·I -, \'..: (i) 'C: N . +! +I •-I _, Y' I 111\ 0 ( I I I? !R1DV A u[E PLAN PREPARED BY: See Storm Drn}_.'1 Plan 19' 11 + 70, 78 Cj:_ ST "A" (D-coNST AC PAVEMENT OVER 2 AB mi N, i.() i 21 cC:/ -I "7 @-coNST TYPE A2-6 (W=18") CONC CURB AND GUTTER PER APWA STD PLAN No 120-0-0C. @-coNST TYPE A3-6 (W=18") CONC CURB AND GUTTER PER APWA STD PLAN No 120-0-0C. G)-coNST CURB RAMP PER PF&RD STD PLAN No 1115. (Tl'PE NO. PER PLAN) (v-coNST CONC ROLLED CURB PER PF&RD sm PLAN No. 1201. @-coNST CONG LOCAL DEPRESSION PER PF&RD STD PLAN No. 1308 AND PER DETAIL ON SHEET 6, @--coNST MOD CONC LOCAL DEPRESSION PER DETAIL HEREON. @-coNST CONC CROSS GUTTER PER APWA STD PLAN No 122-0-0C. @-CONST MOD CONC CROSS GUTTER PER DETAIL HERERN AND PER APWA sm PLAN NO. 122-0-DC. (6 FEET SPAN, DR, 20 (16385) (v-lNSTALL STREET LIGHT FOUND, CONDUIT AND FIXTURE Sheet 6 Of 15 PER SEPARATE PLAN AND PERMIT (BY OTHERS). @-coNST CONC INLET TYPE II PER PF&RD STD PLAN No. 1302 (L & H PER PLAN). @--coNST CONC INLET TYPE I PER PF&RD STD PLAN No.' 1:301 (L & H PER PLAN). @-coNST TYPE A1-6 CONC CURB PER APWA STD PLAN No, 120-D-OC. r,;;-,_CONST CONC SIDEWALK PER PF/kRD STD PLAN No. 112-0-0C, \;_;1/'-(COLOR PER ARCHITECT'S PLAN) @-coNST CONC SIDEWALK RETURN PER PF&RD STD PLAN No. 1111. INTERSECTION OETA!L i?!R!OV A 1l"lE ~ii!R!lE!Eii ~ P/1 AG\'l[l) WlfEWU'JOfxlii COA~u !O~D'11E PROJECT NO. JN 100037 SHEET OF 15 ~ V" ½~ ;:i-~ <; .,-..... - ~ J-... .:s £__ ~ .1 ~ !. Z' ' 0 '1 ..s, --.J • I ~ C I ' I l 570.71 TC 570.21 Fl 570.50 TC 569.00 FL "' .,. ~ "' "' P !ldY !ldY @g t= 00 ~ F ~ ~ = @g @,, ,-. w w g; U) ! i ' 6 (TYP) /,· , . ,· ; ~G: ~~ a.n l() l.(j t{) ,-c.o ,.... (.0 . /: (TYP) C om om __ ,/ r,-.. U) I', {O i.{} If) l{)C.0 .• / .,,,,.-..__ 570.10 TC 569.60 FL 570.11 TC 569.61 FL 570.11 TC 569.61 FL . (TYP) 5 1----1 1----1 5 (TYP) 27' g• (TYP) (TYP) 569.64 TC ....._ _ _.,. 569.14 FL 569:471C 569.47°TC • ///,.. 568.97 FL '--,..~~"' 568.97 FL □ 1 2 ' ~ 4 5 6 7 0 A B C D E F ' I G H I J ' / ~~ ~tt l'0 ,..., I<) n "T C) -.t a, 0100 OlW wco com LO lO lO lO 6 (TYP) TAN GENT DAT A BEARING LENGTH N90-00'00"W 194.58 N90-00'0o"W 129.00 N9G'OO'Oo"W 20.00 NOO-OO'OO"W 30.40 NOG°OO'OO"W 32.00 N90'00'00"W 5.00 NOO"OO'Oo"W 31.75 CURVE DATA DELTA RADIUS LENGTH TANGENT 143"34'48" 18.00' 45.11' 54.72' 108°12'36" 2.00' 3.78' 2.76' go•oo·oo· • 2.00' 3.14' I 2.00' 9710'51" 2.00' 3.39' 2 ~~· ,,/ 165'38'19" 18.00' 52.04' 142.87' 180-00'00" 46.00' 144.51' - 90"00'0o" 8.00' 12.57' I 8.00' 90"00'00" 8.00' 12.57' l 8.00' 108"12'36" 2.00' 3.78' 3.76' 97"10'51" 2.00' 3.37' 2.27' 570.11 TC 569.61 FL . ro N 01-' ,_,,. "' "' ~ "' 0 c,; " "' "' tn ~ CL >-I-~ f=' . Lll ~ d " L') ~1 c "' "' c,i <D "' 570.11 TC 569.61 FL (D(TYP) ' ·559.47· TC-··-·------569.47 TC 568.97 Fl ......,_-l-__,.,,. 568.97 FL UI-' t-"- 0.9% f::? ii "'"' .,, "' ai 00 "'1 <O "' "' "' "' ..,. "' 01 ro "'<O "' "' . "' "' ~ N ol_, f=' -' ,_,.._ "- ml;n "' "' ~"' -"' om ci "' " "' ,.... <D tn "' "' '° 570.11 TC 570.11 569.61 Fl 569.61 TC FL INSTALL BRICK PAVING AND CONCRETE BAND PER ARCHITECHTURAL PLANS -------- f2G: ~rt !,!j ti) U') !.O .-t.O ..-w Oc» OOl i' (0 r---'° uj li1 I.() I.O 570.11 TC 570.11 TC 569.61 FL 569.61 FL UJ U.J t--Li... ~u.. l() tC l() IJ') ,-co ..-<O ooi ciloi I'-ID ,-...,ID 11) !.O I[) L() 570.11 TC 570.11 TC 599.61 FL 569.61 Fl \ !-.... ,-. "' ~Ru Lll lfl !D D 570.16 TC 569.66 FL ! I I I ! / / / I / ' E L CL STREET "A" ')7 YP) L t 569.97 TC j 569.47 Fl 28' 5A f=' ! ol :1·..,_ ;.:' 1-1 r:: I"-1:' lu. st " "- ~lo glu o:i 0 IO (.) <D "' "''"' l!11;;Q ,:no '° ti) 568.57 LIP 0.5% ___ ,., I :fl "' 0 0 "' 0 oh I' <ll <0 " t ' ro "' + ,;. + ,OJ OJ (() <O "' N 26+19.72 i ST "A" ---·-· DRAWN BY: HJL DESIGNED BY: HJL 4,5.7 SHT. NOS. APPR. DATE CHECKED BY: CFJ (TYP) --------9' 27' (TYP (TYP) \ INSTALL BRICK PAVING AND CONCRETE BAND PER ARCHITECHTURAL PLANS -------. __ 5" 79 IP 568.73 FL @a 24' 568.77 UP_ 0.5% \_ • \ \ y (i)--coNST AC PAVEMENT OVER AB (D-coNST TYPE A2-6 (W=18") CONC CURB AND GUTTER PER APWA STD PLAN No 120-0-0C. @-coNST TYPE A3-6 (W=18") CONC CURB AND GUTTER PER APWA STD PLAN No 120-0-0C. @-coNST CURB RAMP PER PF&RD STD PLAN No 1115. (TYPE NO. PER PLAN) G)--coNST CONC ROLLED CURB PER PF&RD STD PLAN No. 1201. @--coNST CONC LOCAL DEPRESSION PER PF&RD STD PLAN No. 1308 AND PER DETAIL ON SHEET 6. @--coNST MOD CONG LOCAL DEPRESSION PER DETAIL HEREON. @-coNST CONG CROSS GU'TTER PER APWA STD PLAN No 122-0-0C. MODIFIED TO A 6 FOOT SPAN WHERE NOTED ON PLAN. @-coNST MOD CONG CROSS GUTTER PER DETAIL HEREQN AND PER APWA STD PLAN NO. 122-0-0C. (6 FEET SPAN) (v-1NSTALL STREET LIGHT FOUND, CONDUIT ANO FIXTURE PER SEPARATE PLAN AND PERMIT (BY OTHERS). @-coNST CONC INLET TYPE II PER PF&RD STD PLAN No. 1302 (L & H PER PLAN). @-coNST CONC INLET TYPE I PER PF&RD sm PLAN No. 1301 , (L & H PER PLAN). @-coNST TYPE A1-6 CONG CURB PER APWA STD PLAN No. 120-0-0C. --._, . '._ • '·•---~-.,,.--... , --.._.,,···••y' ---""·····•,~ @--. 9._.0NST_c. o .. N·C· SID.•E· WAL·K. PER. p··F·&R··· .D STD ... PJ.A·N··· N .. o ..• 11. 2.· -.0.-0C. ----.. \) . . ,COLOR TO SE ME;SA BEIGE C12 SCOFIELD.) . . -. . .. '····-·· @-coNST coNc SIDEWALK REnJRN PER PF&Ro· sm PLAN No. 1111. PLAN PREPARED BY: STREET DETAIL ~@~ DATE ~ 4-99 .h. DATE 4-99 DATE 4-99 Robert Bein, l'filliam Frost & Associates PROFESSIONAL ENGINEERS, PlA~NERS &: • SURVEYORS P.O. BOX 57057 $ i4725 ALTON PAll:KWAY, lRViNE. OffORN!A 926~9-7057 (949) 472-J505 t?!rl!OY' A 11E S"ir!PJIE[E1 n A'' A 1 "ir!HJIE !OIRIO!?-Off AIRIEA !:'JlEt~»OITl!T COA$1i CAl!JfFO!lU~JDA \ i V7 ~ ~ ~ <'" a,::> J ... 0 ~ .:s-- ;:c f "--' i ~ 1 J> ,.._} . ~ G I /- I 1'7 cP ' vi -~ ' (.p \ PROJECT NO. JN 100037 SHEET 1 CL ·c.::, • '7 I 1' 40' ' ......... b 'i ' n, 0 :.., '0~ : ~=); ' ' """" _,_,,, LINE STA. "D" 13+62.39 nD-2" 5+10. 47 ,. I ,: 10+71.17 "I-1" 5+24. 16 "A-9u 5+20.75 20' o· 40' . ,/ ~ PC = 5+ 12..4,Z. SD ' . I ". ··j·· ·-· ..... ' '·-, .. >,·.0-.•••-,-··---·--·-. ·--. ' ' ;;· ,, -·. : .. : ...... " 1:-;:, ...... . I I. ' ' .. -::.::; .. \ .. _, i .. I . •·•+--•• .... ··-59 0 ._._).___ ' ' j .. ;;; ... , .. ! ,,_.,.,..···~ . j ' EXISTING DESILTING ,-BASIN NO. 1 I ------+-')7' ---~-~: __ _ 6+:13.93 CL I.AT. b=2'; ........ ,· .. . END: PIPE, JOIN CATCH BASlN System "D" Plan Hydraulic Data Table TO STA .. 025 s N D dn ·14+62' 39 2.8 C .0050 0.013 !8" 0.64 6+33.93 3.8 I 0.0050 O.Oi3 18" 0.69 11 +43. 38 3.2 i 0.0200 0.013 18" 0.47 5+26. 16 3. 5 0.0800 0.013 18" 0.3'.:l 5+37.77 0.8 0.0400 0.013 18" I 0.20 80' 6+00 -.~;·: ·.·--, .. ,.-<·'' ' SD System Vn de Ve 3.91 0.64 .3.93 4. 19 0.70 4.10 6.70 0,68 4. 10 11. 30 0.72 4.23 5.71 0,33 2.74 . j .. :c· c .. ' 1. "'" j I -j -.. " .. ' HORIZ. VERT. N -: ;;-~, m co "' \ • "' '° 1" = 40' f' = 8' \ , SD LA1 "A-9"r;;;r I . ~ ..... i , .. CATCH BASIN NO,· 5 .. I/ .. _.-·-.... -- 1.. .. .. LAT "A-9" Plan ·z: . (/1 ., ............... "'"" ·~ 5+00 ill ::,: :::u, --~ -<, ·_·(.,)' z 0 . . ,_-;,; .--·--·. '. --~~: ,·:-•- •. • ; " T""·•• "':"~• •~-•••~-.... ·--••· ·•••••t""'•~~r~• 'I~--:-·-•"'"' '• j~·•••· ."a·,·~~, ~~••w -~"·""' ., •• ""•~•--·~•·•·•"~~":-•~· • ,...... • ; -,,. ••••• "'.'"'•~-•~•-~-•-•• •c·~~~-_, ,--,--•-·~·-7~~-,'=-· II ! • ·1 • · 1 " ' ' " •.• I .. __ .. • • ;_ ••. L ••• '·"'"·· ,11 •• :: ____ ,, __ :.,..... --_i --·--.. : ,,.,_. ,:;.::::s:~::-.. 1-----1-----. -• "'"l" _ ······"I i· .• ·.·.P .. •.·.·.·.~.i-o.•···. 1;il~i· .•.. ·.i.l.-.·r.J,.·: : :· ·r~AT~ "l;--1~r•. :~~:r()fii;;• I··•-·•• ;· t j : ··-•· .1.; ..... 1.1 .•• 1,.c1. _,. ~ .. _ _ -·· ·,--·-• -.. !.: .. :.::·.;:::: .. ,j .. , _ l .:.'-........... L ;,:1. .• --m• ,~...... i ,.:;:;,~. -~;.;,;.:~-- 'J.·" I • •• [ ,; "\... . ' . I \ ) """'"'" ............ · ... • i.. • .. I; ICC. •.,c ............ --:l . '"'}.. I I 560·· ...... II. l,C •• c.:540,.1;,_ ... ( ·. I ...... , ............................ : • --··J540·">··-·· · · ',;;/ ' " i -'560' I P R IT rLI 'Is r ._,,,J I ' SD ,. . l - {.\ I i I I I \ I ;Y.:::.::'." - / ... I ... -r . /"i' ... I . -... ' -- I I I.· 10+00 BASIN NO. 1 System "I" Plan PLAN PREPARED .BY: 11 +00 Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 57057 <f, 14725 ALTON PARKWAY, IRVlNE, CAL!F'ORN~. 92619-7057 (949) 472-3505 0 '.:·, i- .00 .. 1f) . ' " "' ... '. ' \j ......... ·----··--1 ···.· i. .., ....... , . ' . • i . .. .. --; ---'-•·--_,,., ••• ,.,_, ···•· «• -··"~""' ••• -,.,~ 6+00 5+00 Construction Notes CURVE C101 @) CONSTRUCT 18" RCP (D·--LOAD PER PROFILE) 8 REMOVE EXIST!NG BRICK AND tWRT/\R PLUG @ REMOVE EXISTING CSP AND 1,1SER ® CONSTRUCT BRICK & MORTAR PLUG Tangent Table LINE DIRECTION DISTANCE L101 N4s·oo·oo"E 2.00' L102 N9o·oo·oo"E 86 .. 11' L103 Noo·oo·oo"E 100.00· L201 N88 • 19 '03"E 12.81' L202 N43.19'03"E 2.00' Curve Table RADIUS LENGTH TANGENT DELTA 45.00' 35.34' 18.64' 45•00·00" 0201 90. 00 ,· 59.40' 30.83' 37"48' 46)' 0301 22.50' 17.02' 8.94' 43•19•55" DR. 20 ( 16385) Sheet 8 Of .15 I ........ 1 ... F·. ' i PLAN AND PROFILE FOR PROJECT NO. s r o !R1 ~~ [lllR!All!M SV$1!E~v~S AIM[)) ''!D-2'' ~JIE\/'Jii:»Olrl1i' COAST, CAl!iFOUJJ~s'.JBA JN 100037 SHEET r .I " 3 0 .·"·t: .. _·-_ -~=--~l-·:·- . -::=:~::~"-<--+-_-~-r,-··--_ .. -~,-::=.-·-,_---+~--~:-.·:,-; .. -~~---F .:_-~~--:--1.--~-i---- H--· ·.i...-.-➔ ~---•-!--· ··• -!--~----.i:• --·-.: ..... -····:.r. • ... -1---•----t-------{----f----· -+---,--·-t·-• --------------····--• ·-... ·-·· 1~ ~.J .. 1.J ------~-r:-:: •. ,~ ----~ -~-- -; . • ·.:::::t··~ • ·+-· - "t --• -----,cc.·~~---. 1-....~ ....... ------ ··-··-'-· ·---- - ..,____ ----·1-- t= ~ ~ ~ ~ .:.:.---T-. - -·· ___ j: - . ·I-·. :.t .I_ -· . ·-·· . - :;;,----- --· •-t-----...... -,., - :r ---___ :~: .. :~. "-=t:· • • --·=-4--•· -·.t-:··-::: ·-·---t • • ---·- ---= . . -, • -, ~ ------i ....... . .. --------~1-.---:--f --~+- ·---j-- - -I· •• =E c:'<-_' ... : . . :: "' •---r----·i------=t=== r=:: ,____ .. .. :::::C ..... --UJ --+-·-·-t -.... :=::t: ... : ~~, -._. ----'" ~-~----,,., -L l&l~ l l .: .. :--* ··!· -- • :>: ~::: +----• • ··i----- .} . -··; -- :..:r. :~· ------···- -T" ..... -·-- ·-·---- --~~::::r~;l. =~:--_._ :-- • c::. :·-~::~--~~--~ : ---~-:---~:--~:-~~--~-±=--~--~-~-~--.... ,--------~:-:: ~;.-::1:-----l~:~---·~ -- -··-··.:t . .. , -= i--::.. .. _ -:-:·· ~-:,:-::t·-:-=t .. :•.:. ... : . .:-.r §§ ----i--• . +-.. ---·-.=t - -·--1- -~-~ " ·-!-· -1------1--, --•--· --: : ·:r•---"~ .: .. ~ . -•--- -·+--"-·---- --••-I . -::~--r--. ~-· ~ --i ----· -·. -!-----+_:: ... --,-,---t -·:·.:r --"-· ---·-_- ----.. -·-· . ---·-- _: ~ --·---·---•---. __ ,_ ~• ·••3 " :: ~- , -~ .cc·· i.: •••••. --, ----' -·-' -< ., .. _, ___ . , ... --•--- ---+--·:.-i----:, .. _4 .,;;:-.: --· . 1~:Yf:ct5:-:~--;:_y -·-·· -------•-+"'y- ::§1 -----t-. - Profile See.le ., ---. - --+ :-= :6 -;·· -·;: • co.! -----1----· -·-· • --~~-.. ~~--:_-f~~q. ·-· .·.=: ~::-:-=·~·--J • ~-).J ----··=r --, HORIZ. VERT. 40' 4' ,_ ~: --"b--..... + ·•·-;: •••• . . . . ...... . .. : . ·er· -~-•• , •• _-:r.;:::::: :· _ ..... _. :T ·::::.S:·-::--_· r~·:· _-::;--_j _.-::-.:;: :-:-:.:.;...:.:..:..:.~--·_-. .t.::.--·r ----,-~-i ...... 10+00 11+00 12 + QQ 13+00 TANGENT DATA il2'9 DOMlESu~C 14+00 WA ulE!Ki 15+00 D'Y~Of~l[E 16+00 F1 17+00 I I BEARING Naa·19'03•E 2 N80'25'57"W 3 N88'19'03"E 4 N77'04'03"E 5 N65'49'03"E 6 N56'09'30"E 7 N69"09'30"E 8 N88'19'03"E 9 N80"25'57"W 10 N88'19'03"E 11 N77'04'03"E II 12 N65'49'03"E 13 N56'09'30"E 14 N69'09'30"E 15 16 NOO'OO'OO"W 17 N56"09'30"E DISTANCE 147.34' 90.73' 53.33' 52.58' 45.82' 355.73' 95.24' 174.20' 98.56' 53.01' 47.18' 40.98' 334.89' 128.59' 5.00' 50.00' 14.81' J 523.90 FS / 515.34 INV 6" RW I 514.34 INV 30" RW I I I I I I I I I I I I I I i 1 I I I , I Ii . I / / --....J..... ; i cd I ;l I i ! 'BEGIN 6" RECLAIMED V,JA TER I 10+00.00 <i: PIPE • / 117+25.37 (f_ ST(NCD) 41 _,, CONNECT TO EXIST. 30" CML&C RW PER DETAIL ON SHEET 3. INSTALL 1 -8" FLG X RT GATE VALVE POTHOLE EX. RW I TI I~ \ I , 3 / I • ··-··••;.. ····-· ·- +··-1=-:. -- ---,_ -,__ ___ ,_ ------. -··•"" ·-.,,,_,. ___ , ----~ --- -.-_:::t. ~-r---_ .. ___ r•·.---· : -----· ___ ,,_ ___ _ :_, ... -__ ... ·:i. ~F_:.~ -~-.. =:_:: ~:~:_:·_ :.-~::".-.< .. ~--- ·--l---..... - ..j t-:. .- . ·-,-• "t -- -+"------""! ·--· ----+-:~ ·:·.:: ... -.:::-:,-____ ,.., --·. --.. ..... ·+:,: ··-r·--···t----- . :r=~ --:,. ·:~:~: ( _ ¥ ·r ·r ,·1 L L. ! I I I ~ -: ,. ..,,_,. . -______ ,,_ -1 -· • ~ -'+ ............ . --•• -.. --l-·:J :~:~~t--: -i pt· • • -· : -:::t: .. ·:: :·J-:..:r.: .. -:.t-~:-~ • .. .:r::::: :1:---_._ ·::_-- ·•.cc __ :'.:,.:, I -. ---... ---------. ""1="" ---•· ---' ·--· ·-1 • _ ... :_--::: ·:..--~-r .. --. -·r·-::'.:1-:1-~-:~-- ...... ---• :-.... '.. ·-::---··:i-·:_ .:..".:: ·t -•• •• ---l +·--·· ··+-··· -.?" f3s -~--.·:· .-ill----- , _111C:: -__ i -----·.:·.::r.. ---~:i--·.: .. ::··-.::: ·::t ·-·.±:~ at ---+-- --~ -- : .t.:·-:-_·-t· ------.-, . ,:-, ...... . -·----:_,.:::-:::.: ---~-·-__ ::i-,="::" :~.---~F:::~- =i . =•·----' • ·---··· ............... --+-- ·--i_: __ ·:..:.:::::.t..::._ -_.__-: ... ::r-----__ :··::-::'."_=:~f:- 18+00 10+40.00 Ct PIPE 27P~==-"---==------' ··:., : • ~-:·1 :-::::--·:::_t.:. --·---i __ ,.,,_ i---+---- . --, ..... --. ---- -''""T • ··r-·.:· •. ·.=r:.··-.. ,,-.:;---••F-- • ·-+--.. ----+---------~- • ·-1----~ • •i.:.. ••• _, ''f ----------- .• .: :::::::_ ~---~ ---4------ •••• '"r •-t--"- .:_-_ ......... ;..' . --i----•-'-I-•-•• : . . . ----- DO:if.ESTIC \I\J A TEA CONSTRUCTION ~!OTES @) @ @ @ @ @ @ @ @ @ ® @) ® INSTALL 12" C-900 PVC, ClASS 200, PER IRWD STD. W-11 INSTALL 6" C-900 PVC, CLASS 200, PER !RWD STD. W-11 INSTALL 12" BUTTERFLY VALVE PER IRWD STD. W-7 INSTALL 6" GATE VALVE PER IRWD STD. W-7 CONSTRUCT FIRE HYDRANT PER IRWD STD. W-6. COLOR OF CONC. PAD PER LANDSCAPE P!J\NS CONSTRUCT THRUST BLOCK PER IRWD STD. W-12 INSTALL ff GATE VALVE PER IRWD STD. W-7 INSTALL 1" AIR/VACUUM ASSEMBLY PER IRWD STD. W-10 INSTALL z• COPPER SERVICE PER IRWD STD. W-2 INSTALL ff' C-900 PVC, ClASS 200, PER IRWD STD. W-11 INSTALL FITTING ANGLE (SIZE PER PLAN) PER IRWD STD. W-12 INSTALL DOUBLE CHECK BACKFLOW ASSEMBLY (SIZE PER PL'<N)PER IRWD STD. W-16 INSTALL REDUCED BACKFLOW ASSEMBLY (SIZE PER PlAN)PER IRWD STD. W-20 RECLAla/.ED VIJATER CONSTRUCTION NOTES @ INSTALL fj C-900 PVC, Cl.ASS 150 (PURPLE PIPE) PER IRWD STD. W-11 ® @ @ @ @ @ @ INSTALL ff GATE VillVE PER IRWD STD. W-7 INSTALL t' COPPER SERVICE PER IRWD STD. W-2 CONSTRUCT THRUST BLOCK PER IRWD STD. W-12 INSTALL 4• SERVICE FOR 3• METER PER IRWD STD. W-17 INSTALL 1• AJR/VACUUM ASSEMBLY PER IRWD STD, W-10 INSTALL FITTING ANGLE (SIZE PER PLAN) PER IRWD STD. W-12 INSTALL 4" GATE VALVE PER IRWD STD. W-7 DOMESTIC WATER AND RECLAIMED WATER PLANS FOR IPliRI0\fAiTTE $1i!R11EIEY s,A~' JN PROJECT NO. 100037 $1i A 'il0-:-00.00 YO $'if A 'ilt-e,00.00UOWD i----5--HEET-----tl ~~IEt~O~ir COASir, CAILiU::OIRWJOA. . ' E 0. ro er, N --.. "' .. -.,~ ••• ,.. "• • • :; : :.:: ,:.:: ,: --••e'" ! ' ··--··: r.· TANGENT DATA I i BEARING DISTANCE 1 N69'09'30"E 128.59' 2 N82'09'30"E 73.61' 3 N86'35'30"W 125.80' 4 N59'57'30"E 67.53' ,; N25'30'00"E 54.11' V 6 Noo·oo·oo·w 250.95' 7 Neo·oo·oo"w 262.18' 8 N69'09'30"E 95.24' 9 N82'09'30"E 73.82' 10 N86'35'30"W 129.88' 11 N59'57'30"E 81.42t 12 N25'30'00"E 73.57' 13 NOO"OO'OO"W 326.03' 14 Neo·oo'oo"E 209.14' 15 Noo·oo'oo''w 17.04' I i t:J Ii~ 40' 20' o· 40' GRAPHIC SCALE: 1" =40' so· ' . . . .. . . '. -.. • -"• ·~""' ,-.. '· ·""""' '""" ..... ·:···· i ~:" l g I I 1s+14.34([ 18+96.06 q:_ PIPE 24 ST 18+40.774 PT q:_ PIPE 18+63.68 ST 12"-11 1/4' BEND 8.99' RT .,,.·s-~• L: C '. ···---, .. •. ' ,, ..... ," • 1r :: .... .. ZONED PIPELINE@ 19+51.02 4.PT (!:_ PIPE 19+38.82 ST 6"-11 1/4' BEND 12.13' LT 46 20+ 76.824-PT Cl 20+65.93 ST 6"-11 1 /4" BEND 6"-22 1/2' BEND 8.13 LT PIPE NO. . "..·· . ! 21+44.36 4 PT PIPE 43 46 21+39.83 q:_ ST 5"-11 1/4' BEND 6"-22 1/2' BEND, 8.65' LT 21+99.44 ST 6"-22 1/2" BEND, PIPE 569.50 FS . 24+49.41 4 PT 564.70 IN½ 6" }W \ 24+53.22 f ST PIPE 43 46 563.61 TOP 18 SD 6"-90' BEND 569.29 FS ; / 6" ~~;:~~ ~OVP 1~; ~~\ •~/! 167 : '\· ,,.·· i . . i I ZONE D PIPELIN~ 1 2" COASTAL ZONE 4 PIPELINE 20 oo;v;ESTIC t'\f ATER COi\lS I RUCTION NOTES INSTALL J 2" C-900 PVC, CLASS 200. PER IRWD STD. W-11 INSTALL 12" BUTTERFLY VN..VE PER IRWD sm. W-7 @ CONSiRUCT FIRE HYDRANT PER IRWD STD. W-6. COLOR OF CONC. PAD PER LANDSCAPE PLANS .. ,, ••••• , •• ~~-~.-•. ··~.·. ·.• '·.·•.• 4=~ 23 • :';' 24 +=~i..:::: .. ... ,, ' -~+Z:3········~·· -~·=·-~~: ··-·~4-··· ~-I ro > .•••• ,.,= ......... 1 ..... = .... =, i.,N 25 @ @ @ @ ® 64) CONSTRUCT THRUST BLOCK PER IRWD STD. W-12 INSTALL ff GATE VALVE PER IRWD STD. W-7 INSTALL t' COPPER SERVICE PER IRWD STD. W-2 INSTALL DOUBLE CHECK BACKFLOW ASSEMBLY (SIZE PER PLAN)PER IRWD STD. W-16 INSTALL ff C-900 PVC, CLASS 200, PER IRWD STD. W-11 ............. _,,, ____ , . . . "-'- REVISIONS 2+59.26 ([ PIPE 28' -+ ' 21+99.464. Pl([.J'iEE'./4~ 22+ .41 q:_ sr-·~ 12•:...22 ,r,;lz-BEND, " ·1·3.85' RT ,. PIPE ,v., END ·ai• i ! i RECLAIMED WATER 27+11.60 <t PIPE PLUG END OF PIPE PER IRWD STD. W-12 [.. /\ /\, ,,-/'-, ~~~~ ci~re ···su,~[EreT . •-•~-~• "'•"""'w -• DRAWN BY: DESIGNED BY: SHT. NOS. APPR. DATE CHECKED BY: lSL lSL CFJ j J • I DATE 4-99 DATE 4-99 DATE 4-99 8' - 8' + [ 6' I 46' ( i CJ "-. 25+25.50 1f. PIPE r,:;2;:v;-:;,5 3,. 25+03.22 ([ s~ 12" -90' BEND ~ @ INSTALL FITT1NG ANGLE (SIZE PER PlAN) PER IRWD STD. W-12 INSTALL REDUCED BACKFLOW ASSEMBLY(SIZE PER PLAN) PER IRWD STD. W-·20 RECLAIMED WATER co~~SIHUCTION NOTES I 27+31.63 PIPE 'z6' 27+09.36 ff_ ST INSTALL 12 X 8" TEE ~ ' BF END 12" DOMESTIC Wl,TER 27+34.63 PIPE 25 27+12.36 Ct_ ST PLUG END OF PIPE PER IRWD STD. W-3 & W-12 INSTALL 6" C-900 PVC, CLASS 150 (PURPLE PIPE) PER IRWD STD. W-11 INSTALL 'L' COPPER SERVICE PER IRWD STD. W-2 CONSTRUCT THRUST BLOCK PER IRWD STD. W-12 INSTALL FlTTING ANGLE (SIZE PER PLAN) PER IRWD STD. W-12 DR. 20 (16385) Sheet 10 Of 15 DOMESTIC WATER AND RECLAIMED WATER PlANS FOR PROJECT NO. Ul!Rl0'1A 1ilE $YfralEIE1r r, A" JN 1000371 S1i A "DlSv©O.OO YO Su A 27-:-31~.~3.l«IOWD r---,,s~HEETc:::---ii l:.'JrEt'tfJl'OL'l!l COASir CAILirFO!FJrJDA ti? ... ,;;: - CF> di E 0. r--- N n I I 1 2 3 4 " ~ 6 7 8 9 40' TANGENT .DATA ' BEARING DISTANCE NOT IN USE NOO"OO'OO"W 539.55' N45"00'00"E 47.68' NOO'OO'OO"W 16.80' NOT IN USE N90"00'00"W 128.42' N90'00'00"W 13.58' N90'00'00"W 8.58' N90'00'00"W 44.14' n 20' O' 40' 80' GRAPHIC SCALE: 1• =40' ..... 0 + •• ·•••• 1 .. 1; ;i ~---1-.. ·-1i p, • ..,.J'. ···--·-""'"-: ....... it l ,i •••• •t ••• "I ·1 1: I I --;r=Jj ,I ·; ' ·, ;•, ••• '"\.ii, i ;,·; ; J ! ": j (: ''.' 1 C"l , 11!11,: i '! _·.( :~----~-::Pr ;n:1;, .:·-i •• :---;~W11:b1f <r. P!~iJ "'.f i • 17+69'14• PIPE., ·--iNSTAliJii1 -12" FLG TEE JNS1)\LLl!:12" .X 8". REDUCER INSTAUU L1 -12" .FLG X RT BF\j ••• INSTAli.Ll:;1 -8" FLG X RT GV ! ·i\Vdl ifjl;.! ., :; .: l, (;;i"jL~-l" ·v,,. ;; ' ••• 15+52.96 •. 'l: PIPE ~ _/ 10+6!f85 'pf PE··· ••• 3· ·s· ·TO·!RWD ••. • • ·! ,,; • •. • / :.!:. i . :I J--"f'. ,, ,-•. . • I :~~i1~t-~2l~l4'~,1EEX RT :·EU ....... L1 ITT i • i ,,-.,_..i.;!--"!::::~~-t-j--·• 'j~f ~-:-,[,;~⇒~~x;tf ~~fil]:~& _ =i¼_·_,:'-i-,-+·ISJ -cc<+-.. -.• [ $S'?--;:~----_ """s"· "'s,,_~,c-J__'!!_l ___ -___ -=_-_-=.:s_s-1 --, :::._ .. .,,-_ .. -c_-,_•_._,_-c_I{,,-_:_·•.,.·_·,,·~-r-·~· T" !: •:,~--,_'."~~-----•:~=tr-•, ..... J;!rr :"··_· _· ;----;,• ... , .. \ PRIVATE STREET "A" ZONE @ ··• ' ' DRAWN BY: LSL DATE 4-99 .LSL DATE 11----+-----------------1-----1-----,1----,DESIGNED BY: 4-99 NO. REVISIONS SHT. NOS. APPR. DATE 1---------+--=o""AT"'E,...· --l CHECKED BY: CFJ 4-99 •• ~:\.:,{ A¼ ,·.~ J ., : 1 : ;/} 16+f21e2 (j:_ PIPE .:,'.8'.l.....'45• BEND PL,\N PREPARED BY: CRAIG F. Robert Bein, Wiliiam Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 57057 v 14725 ALTON PARl\'NAY, lRViNE, CAUF'ORNIA 926Hi-7057 (949) 472-3505 '-' EXP. 12/31/02 RCE NO. 45838 DO:u'JESTIC \AJA TEA CONSTRUCTION NOTES @) @ @ @ @ @ @ @ @) ® ® ® ® @ @ @ iNSTAlL 12" C-900 PVC, CU\SS 200, PER IRWD STD. W-11 INSTALL fl' C-900 PVC, CLASS 200, PER iRWD STD. W-11 INSTALL 12" BUTTERFLY VALVE PER IRWD STD .. W-7 INSTALL f!' G,\TE VALVE PER IRWO STD. W-7 CONSTRUCT FIRE HYDRANT PER IRWD STD .. W-6 . COLOR OF CONC. PAD PER L~NDSCAPE PLANS CONSTRUCT THRUST BLOCK PER IRWD STD. W-12 INSTALL s• GATE VALVE PER IRWD STD. W-7 INSTALL 2" COPPER SERVICE PER IRWD STD. W-·2 INSTALL 4• SERVICE WITH 3" TURBINE METER PER IRWD STD. W-17 INSTALL DOUBLE CHECK 8ACKFLOW ASSEMBLY (SIZE PER Pi.J\N)PER IRWD STD. W-16 INSTALL ff C-900 PVC, CLASS 200, PER IRWD STD .. W-11 INSTA!J. 4" C-900 PVC, CLASS 200, PER IRWD STD. W-11 INSTALL FlTTING ANGLE (SIZE PER PLAN) PER IRWD STD. W-12 INSTALL REDUCED BACKFLOW ASSEMBLY (SIZE PER PlAN)PER IRWD STD. W-20 INSTALL 4• GATE VALVE PER IRWD STD. W-7 INSTALL CATHODIC TEST STATION PER IRWD STD. CP-1. 25' I ACCESS ROAD 2' I -, 3 0 FS=55D.50 if> (/) 'lo SECTION 0 if> ' co A-A SCALE: 1• ; 10' DOMESTIC WATER PLANS FOR ACC~SS ~OAl!JJ I ' 1 ' ,- 1 DR. 20 ( 16385) Sh,:,:et 11. Of 15 PROJECT NO. JN 100037 Su A ilO-o-00.3~ 1i0 Sir A "il1-:-7il.04 li..'l~t~JilllOL'll1 COAS'll' CAILlfO!rlt'JDA SHEET OF ORANGE OF 15 ...., ....., . S' 0 t • E 0 v 0) ~ m 0 " co 0 I I 1 2 3 4 5 6 40' TANGENT DATA BEARING DISTANCE N79'01 '1 B"E 115.64' N80'41'24"W • 199.80' N47"18'54"W 15.83' N58"33'54"'W 14.35' N69"48'54"W 41.22' N9o·oo·oo·w 338.16' 20' o· 40' GRAPHIC SCALE: 1" =40' 80' DRAWN BY: LSL DATE 4-99 DATE ---1------------------1-----+-----,1-----1 DESIGNED BY: lSL 4-99 NO. REVISIONS SHT. NOS. .APPR. DATE 1--------+--=o""AT=Ec---l CHECKED BY: CFJ 4-99 ..- PlAN PREPARED BY: Robert Befu,ffilliam Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS &: SURVEYORS F,O. BOX 57C57 • 14725 AlTCN PARKWAY, IRVlNE, CAUFORN!A 92519-7057 {949) 472-.3505 I 1""0,1 l,...,~V'v CRAIG /!:~JO~N-S0-N--E-XP. 12/31/02 RCE NO. 45838 .... ,,~ .. ···~ ... ~ ·" .,~··:-. ~i ·--~ _ .. --r "'• . :1~· _ . DOWlESTlC \l'JA TEA CONSTRUCTION NOTES @ INSTALL 12" BUTTERFLY VALVE PER IRWO STD. W-7 @ CONSTRUCT THRUST BLOCK PER IRWD STD. W-12 ·-.. ········t·~·- @ INSTALL 1 t' DUCTILE IRON PIPE, CLASS 52, PER IRWD STD. W-11 (W/ BONDED JOINTS) @ INSTALL FITTING ANGLE (SIZE PER PLAN) PER IRWD STD. W-12 ® INSTALL SLOPE ANCHORS PER IRWD STD. S-11 @ INSTALL CATHODIC TEST STATION PER IRWD STD. CP-1 DR. 20 Sheet (163s's) 12 Of 15 i II I DOMESTIC WATER PLANS FOR ~~CCIP' A!Ri!EA PRQj[CT NO. I JN 100037· SY A 'il0❖00.00 YO SY A 'ili ❖(5$:l. 'il,e i'~IE\.WIOL"Ji COASY CALIIFO~~~~A COUNrf OF ORANGE SHEET E Q. ITT ..... /.:~.]: .. ~--"··T··-·· .... , •. ~P.::s.·-- :\--r-~-x p.::: .... ·-.,----.~ -. --· .. . ~ .. -, --·-·-· . --. ~-· ..... . • • ./---~~u ·a· . ·---~ • "" t·· - ··-·····-·----t · +· •. -= j PVC SEWER --· .::t 77:f :::":.·' "~--:"· ;-----·· ·t -· ·-·· :: _-_-l --~ ·-···· -··· ' .. PVC SEWER ' • iA\3: !!;,!-0, ........ , ........ ----- :-:-"-:: .. :~:; :·:-~~ :c ~~ :_-·::i : ~L,~E,cc ·t r:· :· ··-·-·!··--·· • • < • --· ' • __ .,.. --' -------t ---" -·--••• 1 • __ ,-=:::::;:-:.~ _r:.:::::.:::: .. ·.:-. . -~-·-.. ;. --t • -:! ~-~ --) .. ::~.~t:.I::1-~ ~ .. ::1 --·1 --r·· 1 ___ J_ -~J==r=;:' -~§:::=¥=#':::ic§::f'~§=,f= J·. ·:·j ..... -• -1 ----i~:!--·. --. -.. r:--: ------~·--.. 1 -i • ' J--,· .,.... :.f.~.:- •• d . J··;···L .. : --~--~--'-• . fS=;Q~ ~ .. ·-: -----~~ t::.J .. .:) ~--·--~---.:---~· ... ._ ....... ,._ ____ _ --r~~J:=~~r~:.::-J :~~:?-:.· ·· --~ : --• r· .. - ~}~:;:f .:~·:i.~·~: ·-t.=3-~.-:-1-~;: cl· ! ! • =i • , • ..' -.~ .. :.:::: t ·.:·.:·.:•--. ,-..:t •· , .... I : • , .i. TANGENT DATA I I . BEARING DISTANCE 1 N79'01'18"E 124.49' 2 N80"41'24"W 135.22' 3 N8519'28"W 63.16' 4 NB5"53'25"E 101.95' 5 N49'40'48"W 68.88' 6 N90'00'00"W 289.11' \ \ \ .• \\< .. " ,,., ,. ,. .· ' • " . I I 10 \ \ \' .. ( ... ' ,' ' -. / ' .. " "• ',. -~, \ \ t ,, ' ~J:-_. ' ' -~-,. ->-'-.. t -~--; '' ,' ---~· .. : ·:r~~- 11 ' NEWPORT COAST DRIVE 40' 20· o· 40' ao· GRAPHIC SCALE: 1"=40' ,. · -·:, ·· · _ · r -?l?~~-:f :· 12 I,,, • ' ' / .. ' P01HOLE/ EX .. SO POTHOLE EX/ DW I,,' ' f' JQ,: '"' ·q; Q::'t' cf' (J 2~ No, 45838 :;a X t2-Jf-i"I OF C~\.\ ·. --__ ,_, ____ , -. --:1-.co· -1=. ~ --, l --··, ... : . l -.. +·- g' ~-r~:; ' . . ' r;-:i:, ··-' '---~ • --:::r::--:,~t'~• r,;::f: .L f --1--· i ~ -·-~ -----· --r -t. -.. -"! :l ..... ·.·t 1,,1 .... +:= 0to i/J;····=i.····r···'·::::·1·•· .. .:=7:=:= . r-· _.,.. ;-,~0I=-·; :.--=r".:"'-t .' ... : .. l ·-+-· ·-•---l . r -... I . -• ,... .... 1· -r ----. *· I • " ► C ·t·· •• -•---· r· ---: •• ---1 .. ---· -:, ---,-- -l !· c •• 1~-~::.-·:~= · -:t··.~ ,;:: A,-·-.,~ ...... ---,-·-.~ --~ ::: ··.··--_. ~ .. -··.:~E:::"r··:~-- .\.• ··l ... ~· ·:, l=rc-i ... -. . . :: .-.. • .. 1 : ... :· • .• . ... .:.J.~ ,;. ;·c..;::· =· =·=====::i --+--;--..... --r-·j· ... =;~::-:.it::c-ct::::ct·. Q 13+22.86 q:_ ~-W/ T-LQ.CK •, MH -~·:·1 .. ···1:· • .,----- Profile Scale HORIZ. VERT. 1" -40' 8' DRAWN BY: 11-----1-----------------1----+----+----1DESIGNED BY: 1 ADD SEWER LATERALS 13 NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: 16 LSL LSL CFJ DATE 7-99 DATE 7-99 DATE 4799 . -..... . . ... . .. ..... I::.:·; . .. : :_:_~}.::_, ·p:,:! ··~-·--:.:.:::::..+-· ,--··,·--· ·--~--:--.1-.. -::--.1.-:~-~ ... ·_-;_ ~-::__::t :-:-:-... -···----· ··--::.·L. .. L. _L •••• PLAN PREPARED BY: Robert Bein, rmliam Frost &: Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 57057 • 14725 ALTON PARKWAY, IR\rTNE, CAl.lF'DRN!A 925'19-7C57 • (949) 472~3505 DATE: CRAIG ~. JQtiNSON EXP. 12/31 /02 RCE NO. 45838 -'. ---::er:~:: ·b· ·-t--, ..1"""'_f ____ _ Sanitary Sewer Notes (Public) INSTALL 6" PVC (SDR 35) PER IRWD STD. DWG. No. S-6. CONSTRUCT 48" MANHOLE PER IRWD SID. DWG. Nos. S-1, S-2, S-3 & S-4. Sanitary Sewer Notes (Private) INSTALL a· PVC (SDR 35) PER IRWD STD. DWG, No. S-6. CONSTRUCT 48" MANHOLE PER IRWD STD. DWG. S-1, S-2, S-3 & S-4. Nos. CONSTRUCT CONCRETE SLOPE ANCHORS PER IRWD STD. DWG. No. S-11 CONSTRUCT 4" PVC SEWER LATERAL PER IR\\1) SID. DWG. No. S-6. SANITARY SEWER PLANS FOR PROJECT NO. IMCC!?l &.!Rl!E&. JN 100037 $1r &. 10,c.00.00 1r<O $'ii&. iliv1Sl2.1Sl0 t~IEt':fill!OL'llY COAelil' Ctil!rr:Of.1~;JOA COUNTY OF ORANGE SHEET OF 15 I E 0 ,, .,, . .. ... ,- m m ·-..._ '(_ r-.. 0 t'.J ;;,: 0 5 0 D. "' '" '" / ,. w w 11'. .... _;'.), w > 0 "' 0. :,; ? 0 ;;,: 0 / (D .,. ,n 831 d<t. z I-• :::i 23 .. (L I / I I I ! ··/ w" I I 1 .J (L m °' "' t'.J Z/ w ., a 2' \ \ I I I I I I ~I I \ I \ Il!:!! ~ = ~ t2l n= 00 ~ 0 0 n= ~ 0 @,, &' ;;;::, ~ & I I I i NOTE: GRAPHIC SCALE ~ \ \ l I \ I \ l ~" . o· I I l I I I I l I -"' 0 0 0 • • OFF -S !TE STREET l MPROVEMENT PER SEPRATE PLAN AND PERMIT 00 100 :1:00 I ' I +--+----1-I --1 ----1 ( lN FBE'l' ) 1 inch = 50 !i. • • / I i! I I \ 7-~\ ·-"'o "') ::C No, 0039 ~ ~ E:xp 3-31-00 J';; 1R A Ff\ c, '4/f OF C~\.\\ ' \\_\'\I \ \ ~ BLUE HANDICAP SYMBOL 1----CURB PER 1----l-CURB PER STREET IMPROVEMENT PLAN STREET IMPROVEMENT PLAN ~1r--f=:::::::::,.__-470 4" WHITE STRIPE / g' 9' I TYPICAL HANDICAP STALLS TYPICAL PARKING STALLS "STOP" TYPE IV (RT){z0 R1 R17@ * I • I ... , I I /2YPICAL ! DETAIL 22@--1---1 R26(S) @~ ON-STREET PARKING STALLS ' ~ 2 LF-4" WHITE s'£ -STRIPE (TYP) ~ CURB & GUTTER PER STREET IMPROVEMENT PLAN R10A@ . co N l' ' ' ' I I ' • ' ·-+-·--+·- ·---·➔---·-~·· ---lit---· .. r® 4" WHITE STRIPE ' y ·--··· f-·-· PARKING L...OT ~~ NOT I A~ PARf.:=· ' ' ' . ·--. , ... ---- -7---~- I * l ..... __ Gener-~~i;e;s~------------ B. C. SIGNING AND STRIPING SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL, PUBLIC FACILITIES & RESOURCES DEPARTMENT (PF&RD) STANDARDS AND THESE PLANS. SEE CAL TRANS STANDARD PLANS A-20 (A-D) & A-24 (A-E) FOR STRIPING DETAILS, INCLUDING INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. SIGNS SHALL BE A STANDARD SIZE UNLESS NOTED 011-IERWlSE. STREET NAME SIGN (SNS) AND POST SHALL BE PER PF & RD STANDARD PLAN NO. 1407. ALL SIGNS AND POSTS SHALL BE INSTALLED PER PF & RD STANDARD PLAN NO. 1417. ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. Noftes This Sheet DR, 20 (1G]8.:)) Sheet 1!, Of 15 EXISTING TO REMAIN. PAINT STRIPING, LEGEND, OR ARROW AS NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER STRIPING DETAILS. @ FURNISH AND INSTALL SIGN AND POST. PLAN PREPARED BY: STRIPING AND SIGN PLAN FOR PROJECT NO. . C7D)TD) Robert Bein.William Frost & Assooiates il-'.l-1fR!O\f A 1/'[E S1l'~IE[E1/' ri A~ lt----i-----------------j'----t---t---i-------~---1 ·-.Jfijilgf P.O. :ixo~~;:~2;N~fo~E~;,,:~N,~~~-tAL~;~~,';~9_7057 SAGE IHJlllLl SCIHJ()()[L )f' (949l •72-3505 ~~!Et'lfl?O~Y COASif CAl!..lll=O~&\'JllA DATE HJL 4-99 JN 100037 SHEET D:sAWN BY: 1#.At:~ ~DATE:6/30/99 COUNnf OF ORANGE DATE DESIGNED BY: HJL 4-99 DATE HWD 4-99 o.. I NO. HILBERT W. DICKSON EXP. 09/.30/01 RCE NO. 19417 OF 15 .· ! ~=~==~======-==~===============11==""====~==~~=d,,,,,,,,==1=-,~~~=~~="'="""""""~===-"""""""===-=~=======':~o::::::· "'<"'~>/'"Fo===~rr\1/r=, '7'a~~=--:r:=:;'.J"""i"'F.~;-;~-<t-=-'~---(ac:::,'.ef;, )=;~,::'0"c:-2=-·0'.F· =s=-51'l"", 8~--i~.s REVISIONS SHT. NOS. APPR. DATE CHECKED BY: ~ 't: :s t..5' .,. ' f -¢ C: f 1,: ·-.:· C:i. /-y- .. [D z 0 6 :, a:: I-(/) C18 Z f65+00 --o-+---- (.) 50' 25' O' -I GRAPHIC SCALE: 50' 50' NEWPORT CZO (R) NEWPORT ! 2 l C20 (L) --• ~ 7+ DtJ" •• \I -~--c--iBB;FOO y . J_ 750' Leqend - y CH> 100' CONSTRUCTIO!s N,EA BY SINGLE LANE Cc.OSURE CHANNELIZER (SURFACE MOUNTED) OR PORT/,BLE DEUN&\TOR AS NOTED CONSTRUCTION SIGN(S) AND POST EXISTING SIGN(S) FL.AGTREE AND SIGN(S) FLASHING .ARROW BOARD SIGN (FAS) BARRICADE (TYPE ll) WITH SIGNS WHEN NOTED BARRICADE (TYPE ill) WITH S!GfJS WHEN NOTED FLOW OF TRAFFIC \ ,k c,, _,___ -., 10' SPACl!\JG·-(TYP.) (TYP.) AT 50' SPACING (TYP.) Stage I Traffic Control Plan COAST. (TYP.) 720' TAPER AT 60:1 100' BUFFER Stage II -i---- Traffic Control Plan General Notes A. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTJON SHALL CONf"ORM TO A.P.W.A. "W.A.T.C.H." HANDBOOK AND CAL TRANS MANUAL o,c· TRAFFIC CONTROL. LA TEST ED! T ION. CANTRANS ST AND ARD SPECIFICATIONS AND STAND~.RD PLANS, DATED .JULY 1992, Al,D THE SPECIAL PROVISIONS. 8. LANE CLOSURES SHALL BE AS SHOWN ON THE PLANS OR AS D lRE:CTED BY ENG l NEER. LANE CLOSURES SHALL NOT OCCUR BETWEEN 7:00-9:00AM AND 4:00-6:00PM. C. SINGLE LANE CLOSURE TRAFFIC cmffROL DEVICES SHALL CONFORM TO CAL TRANS STANDARD PLAN No. T-11. D. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY THE ENGINEER BASED Ol>i CONSTRUCT! m, CONDI Tl ON. E. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE Of-FLAGMAN AND APPROPRIATE S l GNAGE AS DIRECTED BY E~lG I NEER. F. TRAFFIC CONES FOR NIGHT I ME USE SHALL BE INTERNALLY l LLUM I NA TED OR BE PROV !DEcl YI ITH 13" REFLECTIVE SILVER SLEEVE. G. CONTRACTOR SHALL REMOVE ALL TRAFF 1 C CONTROL AND TEMPORARY S l GN I NG UPON COMF'LETI ON OF. CONSTRUCT ION. H. STEEL P!_ATES TO BE O~i JOB SITE PRIOR TD BEG!NlsING WORK. I. WORK TO BE SCHEDULED TO MINIMIZE LENGTH OF TIME STEEL PLATES WILL BE !N STREET. ,!. STEEL PLATES TO BE PINNED AND TEMPORARY AC ADDED TO RA.MP OVER PLl,TES. K. MAX !MUM TRENCH 11 IDTH CF 4' WI TH-OUT ENG !NEER APPROVED I -BEAM SHOR l NG DETAIL. L. CONTRACTOR TO REPLACE AC PAVEMENT AND AC PAVEMENT SECTION TO MATCH EXISTING. ----- DATE ___ ,,_ DRAWN BY: EWS 6-99 DESIGNED BY: HJL DATE 6-99 DATE SHT. NOS. APPR. DATE CHECKED BY: HWD 6-99 I / .. ! ! I DRIVE C13 mo· 100' TAPER DRIVE Construction E I EX!STING TO REMAiN. 3 FOR GENERAL NOTES AND DETAILS SEE THIS SHEET. PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES. CONES, FL~GTREE OR FLASHING ARROW SIGN, AS NOTED. BICYCLE TRAFFiC SHALL BE CONTROLLED BY FlAGGER TO CONTROL BICYCLISTS TH.~OUGH THE CONSTRUCTION AREA. DR, 20 (16385) Sheet 15 o±: 15 I 11 I I I PROJECT NO. JN 100037 1 SHEET