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HomeMy WebLinkAboutS_5207_S' STREET IMPROVEMENT GENERAL NOTES 1. THIS NOTE HEREIN INCORPORATES, BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 THROUGH 22 OF PFRD STANDARD Pl.AN 1801, 1996 EDITION. 2. THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF THE 1996 PFRD STANDARD Pl.ANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3. THE DEVELOPER SHALL TELEPHONE PFRD/PUBLIC WORKS/CONSTRUCTION AT 567-7800 AT LEAST 24-HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO PFRD/PUBLIC WORK'S INSPECTION. 4. PF&RD ENCROACHMENT PERMIT REQUIRED. COUNTY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT-OF-WAY. 5. ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS THAN 1 % GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING TO INSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS. 6. ALL UTILITY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHT-OF-WAY SHALL BE PERFORMED BY PFRD. 7. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF PFRD STANDARD PLANS. 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST-FREE AND SANITARY CONDITION AT ALL TIMES TO THE SATISFACTION OF PFRD INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH OUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS Af-FECTED BY HIS CONSTRUCTION. METHODS OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OF BUILDING MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF PFRD INSPECTOR. 9. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENT, ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PFRD/PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 18. 10. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES AS PER THE CURRENT STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS AND TO THE DIRECTIONS OF THE COUNTY'S INSPECTOR. 11. PF&RD STANDARD Pl.ANS SHALL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD Pl.ANS AFFECTING UTILITY COMPANIES, IF THEIR STANDARDS ARE MORE STRINGENT. 12. ANY UTILITIES UNDER PAVED AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF 30" COVER AND DEVELOPER SHALL PROVIDE PRIVATE LABORATORY COMPACTION CERTIFICATION FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY PAVING. DEVELOPER SHALL SET UP A MEETING WITH THE PFRD INSPECTOR AND THE PRIVATE LABORATORY PRIOR TO ANY TESTING. 13. AC PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL BE SLURRY SEALED IN ACCORDANCE WITH SECTION 302-4 "EMULSION-AGGREGATE SLURRY" OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION, BEFORE FINAL ACCEPTANCE. 14. ALL TRAFFIC MARKING ANO STRIPING SHALL BE STENCILS WHICH CONFORM WITH CALIFORNIA D.0.T. NON-METRIC STANDARD. 15. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMENT WITHOUT PFRD INSPECTOR'S APPROVAL. 16. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONAL CODE. 17. STRUCTURAL SECTION SHALL BE DETERMINED BY PFRO MATERIALS LAB. ;t-.PPROYED DEVIATIONS FROM STANDA~D OF DESIGN Tl-IE SOBO\VIDER IS F:.EGtve:;TING THE. FOLLOWING DEVIATION TO THE 01':ANGE COI/NTY SOSDIVISION CODE: i. DEVIAiI0N FROM STAND!>.RD STREET CURVATURE TO ALLOW AAt>II OF ST!lt.ET CURVES WIT!\ LESS TAAN THE:. REQUIRED Z.':>O FEE.T. CENTE Rk/N E DEVIATION : SiREEi 'C>' STREET RADIUS Zoo' 2. DEVIATION FROM STANDARD PLAN 1107 (TYPICAL SECTION) TO ALLOW FOR THE USE OF ROLLED CURBS INSTEAD OF STANDARD CURBS AND A DEVIATION FROM STANDARD PLAN 1201 (CONCRETE ROLLED CURB) TO ALLOW FOR THE PROPOSED ROLLED CURBS TO BE CONSTRUCTED AS INDICATED ON SHEET 3 DETAIL 1. IMPROVEMENT Pl FOR A PORTION OF TRACT NO. 15400 BLOCK NO. : 5252 IRVINE RANCH WATER DISTRICT 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. 8. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. C. THE CONTRACTOR SHALL OBTAIN A COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. D. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949)453-5300 OR 453-5615. E. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSTRUCTION WORK. F. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. G. STATIONS SHOWN AS(O+OO.OO)ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. H. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. I. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. J. THE DISTRICT WILL 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 COUNTY OF ORANGE. K. INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" ANO CONSTRUCTION MANUAL", AS I.AST REVISED. L. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. M. PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACT!ON TESTS ON BACKFILL HAVE BEEN, MADE, AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. N. 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. 0. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLE'.". P. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE Pl.ANS SHALL FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN. Q. CURBS SHALL BE INSCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER LATERALS. R. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS. S. THE CONTRACTOR WORl<ING ON IRWD SEWER MUST HAVE A C-34 LICENSE OR A CLASS A CONTRACTORS LICENSE. T. TRENCH BACKFILL, ON ALL SEWER AND WATER TO BE DEDICATED TO THE DISTRICT, SHALL BE COMPACTED TO 90% RELATIVE DENSITY AS DETERMINED BY THE FIVE- LAYER TEST METHOD (CALIFORNIA 216G). TESTS WILL BE REQUIRED EVERY 300-FEET OF TRENCH OR AS DETERMINED BY THE DISTRICT INSPECTOR. THE DEVELOPER SHALL SUBMIT WRITTEN RESULTS OF COMPACTION TESTING TO THE DISTRICT BEFORE ACCEPTANCE. IF IN DEDICATED STREET OR FUTURE STREET, COMPACTION WILL BE AS REQUIRED BY GOVERNMENTAL AGENCY HAVING JURISDICTION, BUT NO LESS THAN 90% RELATIVE COMPACTION. DISTRICT WILL INSPECT AND TEST MAIN LINE SEWER ONLY. SEWER LATERALS FROM THE MAIN LINE OR PROPERTY LINE TO BUILDINGS THAT ARE PRIVATE WILL CE INSPECTED AND TESTED BY THE COU>.JTY OF ORANGE. NOTE NOTICE TO CONTRACTOR MODULE NOS. : 41,42,43,51,52 & 53 IRVINE RANCH WATER DISTRICT WATER NOTES A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. /\LL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS I.AST REVISED. B THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949)453-5300 OR (949)453-5615. C. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48-HOURS PRIOR TO START OF WORK. D. THE WATER SYSTEM IS TO BE STAKED BY TH[ DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. E. 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. F. 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. G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES Ai~D SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECO~IDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. I. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. J. 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. K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. L. NO METER IS TO BE Pl.ACED WITHIN ANY SIDEWALK DR DRIVEWAY AREA. M. CURBS SHALL BE INSCRIBED WITH A ''W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. N. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNll"ORM PULMBING CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS-80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS. P THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXSTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICP.L LOCATION BEFORE CONSTRUCTION. Q. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAT 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. R. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTOR LICENSE. IRVINE RANCH WATER DISTRICT RECLAIMED WATER NOTES 1. ALL OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEMS. 2. RECLAIMED WATER PIPE SHALL BE PURPLE PVC C-900 PIPE, EITHER CLASS 1 50 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WATER. 3. ALL 1-INCH AND 2-INCH COPPER SERVICES SHALL BE WRAPf'ER CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END. CALIFORNIA COUNCIL OF CIVIL ENGINEEHS & LAND SURVEYORS ANY WORK WITHIN VISTA RIDGE ROAD RIGHT OF WAY WILL REQUIRE A SEPARATE ENCROACHMENT PERMIT. PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION ?ER'AIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALEi,T HAS BEEN CONTAC-:-ED AND HAS PROVIDED INQUIRY I.D NUMB!--R~-------- RIVEF?SIDE FWY SAN ANA /'It,-;- NEWPORT ~~.t::rlDI COAST DR VISTA RIDGE ROAD-_,, RIDGE PARK ROAD NEWPORT BEACH THOMAS GUIDE: 920, C 1, 1996 VICINITY MAP NTS INDEX SHEETS SAN CLEMENTE • 1. TITLE SHEET 2. INDEX, CONSTRUCTION NOTES AND QUANTITIES SHEET. 3. DETAIL SHEET 4. OCEAN HEIGHTS DRIVE (STA. 31 +00.26 TO 44+00.00) -"AKTGI\ND t>il. :r.5, .. ~0fifAN HEIGHTS DRIVE (STA. 44+00.00 TO 46+50.00) & %'.: STREET (STA. 23+00.DO TO 26+50.55) s/'l. if=~ 'sTREET (STA. 10+00.00 TO 23+00.00) 7, SEWER & DOMESTIC WATER IMPROVEMENT PLANS LINE "A" (STA 1 0+00.00 TO 19+ 10.31) 8. SEWER 9. SEWER 10. SEWER 11 . SEWER 12. STORM 13. STORM 14. STORM & DOMESTIC WATER IMPROVEMENT PLANS LINE "A" (STA. 19+10.31 TO 24+97.23) & DOMESTIC WATER IMPROVEMENT PLANS LINE "C" (STA. 10+00.00 TO 20+27.99) & DOMESTIC WATER IMPROVEMENT Pl.ANS LINE "D" (STA. 0+42.91 TO 1 +42.52) & DOMESTIC WATER IMPROVEMENT PLANS LINE "8" (STA 10+00.00 TO 21+68.08) DRAIN IMPROVEMENT PLANS LINE "A" (STA. 20+ 72.50 TO 23+ 19.30) DRAIN IMPROVEMENT PLANS LINE "8'' (STA. 5+54.42 TO 10+09.21) DRAIN IMPROVEMENT PLANS LINE "B" (STA. 10+09.21 TO 16+50.00) 15. STORM DRAIN IMPROVEMENT PLANS LINE "B" (STA. 16+50.00 TO 20+44.76) & LINE "8-2" (STA 10+00.00 TO 14+43.94) ,1,. 'Ft11-E-lANG ~161 "' STORM DRAIN GENERAL NOTES SEE SHEET 3 I LEGAL DESCRIPTION PORTIONS OF LOTS 4 & 5 OF TRACT 14487 OF MISCELLANEOUS MAPS BOOK 692 / PAGES 1-8 3. DEVIATION FROM STANDARD PLAN 1113 (STANDARD CUL-DE-SAC) TO ALLOW LANDSCAPED ISLANDS TO BE CONSTRUCTED AT THE END OF EACH CUL-DE-SAC STREET. 2 THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN A',1 INQUIRY 1.D. NUMBER FROM UNDERGROUND SERVICE ALERT CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUM'c SOLE AN!) COl,\fLETEI R~SPQNS,IBILITY IFOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ':.INCLUDING SAFIITY 'OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, RE."-L OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE DF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THEIR ENGINEER. f. DEVIATION FROM STANDARD PLAN 1308 (LOCAL DEPRESSION TYPE A) TO ALLOW THE LOCAL DEPRESSIONS TO BE CONSTRUCTED AS INDICATED PEI? DE'Tlt/LS SflEET 3. 5. DEVIATION FROM STANDARD PLAN No. 1411 TO ALLOW STREET LIGHT SPACING TO BE GREATER THAN 300 FEET l'ER MANAGER OF O.C.P. & D.S. SUBDIVISION DIVISION. APPROVED BY: DIAL TOLL FREE 1-800-422-4133 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: STORM DRAIN PRIVATELY MAINTAINED WITHIN TRACT BOUNDARIES. ( 1 -800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. SIGNED: FIRE MARSHALL ORANGE COUNTY FIRE DEPARTMENT FIRE MARSHALL APPROVAL FIRE HYDRANT LOCATION ONLY :J .. ,.'v APPROVED Ill., j IRVINE RANCH WATER DISTRICT DOMESJlC WATER RE~~D WATER ~CANiYiRY--SEWE:R '- FACILITIES THE ESTIMATED QUANTITIES, SHEET 2, ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND CDC ENGINEERING, INC. DOES NOT GUAl,ANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. BENCHMARK: T.B.M. CENTERLINE INTERSECTION WELL MONUMENT FOR SPYGLASS HILL ROAD AT SAN JOAQUIN HILLS ROAD STA 127+54.75 TOP OF BRASS CAP ELEV. 415. 915 M.S.L BASIS OF BEARINGS: BEARING SHOWN HEREON ARE BASED UPON A CALCULATED LINE BETWEEN FOUNDS GPS MONUMENTS NOS. 4595 & 0370 BEING NORTH 37°35'41" EAST. SAID MONUMENTS BEING SHOWN ON RECORD OF SURVEY No.91-7093 AS FlLED IN BOOK 134, PAGES 28 THROUGH 32 OF RECORD OF SURVEYS, RECORDS OF ORANGE COUNTY, CALIFORNIA OWNER/DEVELOPER IRVINE COMMUNITY DEVELOPMEI\JT CO. 550 NEWPORT CENTC:R DR NEWPORT BEACH, CA 92660 (949) 720-2129 CONTACT PERSON: NORM WITT SOILS ENGINEER ANO GEOLOGIST LEIGHTON & ASSOCIATES 17781 COWAN IRVINE, CA 92614 (714) 250-1421 ii ~R~l ~~~!~E!~~Elt!~~~ 5 Wrigley, Irvine, CA 92618-1711 (949)B30-6801 /J\ !:v,s~D $ """ REalll~ 5 o sHEE,Ts ~ 0-tA,n.-16 ADD sHi;Ei,1'5 II,, b\ KE\)IG ED s"~~ 2., "t A !!f.,1i'if-i' ~\,\1::1".f 2,~. !J, ,;, (c' ~ I &. ~e:vi ~!7 1,H(e z., IZ, I o/foPJA. 'D • . NO. DESCRIPTION APPR REVISIONS DESIGNED RJB DAtE CAP IR.IMP. (l.5400-B) Sheet l OI 15 ORANGE COUNTY PLANNING &: DEVELOPMENT SERVICES ' IMPROVEMENT PLANS A PORTION OF TRACT NO. 15.400 TITLE SHEET PREPARED UNDER THE SUPERVISION Of~~'½,~~"-"''-""',= SCALE DATE AS SHOWN 1 D/98 SHEET 1 16 0 0 () * S[ilfj[R, t:IOM[S"rlC 1/JATER, RECIJ1IMED srom, DllAII~ SHF[I NO, DENOTES LOTS SERVED BY IRVINE RANCH WATl:Jl DISTRICT PER THIS PLAN SET PROl'OSHl CURB, PROPOSED CURB AND GUTTER PROPO:i[tl RIGHT or WAY SI i'i:)~1 Ctf~TER LINE PROPOS[D RECI.AIMED WATER PROPOc'[D DOMESTIC WATER PROPOSl,ll PVC SLEEVE PROPOSl:fl FIRE HYDRANT WIITElt VALVE TRACT 15400 / I 100 0 ~ .. i liOTE 58NE:1 Ufl!ES ON PLANS (LINE "it, "El", "C", 'll" & ''[l~-'.Y") STORM llfl?l!M LINES ON PLANS (LIME 'A", "A--2.", "IJ" & "a-:t') C,1Y(CJI i if\\il0J IYPE 11: Sli'.E i-JUUBER :c>, 3, a & 14 'J t].' :J.f •:, G, 9, 10, 11 & 13 GRAPHIC SCALE 100 2IIO ""' I r ( IN FEET ) 1 inoh = 100 It. TOT,~L. 2 4 1 6 TOTAL 13 ~ --· -~=~~ f;QNS-,;RUCTION NOTES Sll'-lEET l)JlPROVEMENTS CONSTRUCTOI\I NOTES CO~ISTRUCT ___ AC OVER ___ AB, CONSTRUCT 4" CONC. ROLLEJ CURB AND GU I TER PER DETAIL ON SHEET 3. CONSTRUCT CONCRETE SIDEWALi< PER °FRD STD. PLAN 1205. CO~JST,UCT SIDEWALK ACCESS RAMP ,'t:J, DETAIL 2 SHEET 3 .. CONSTRUCT MODIFIED LOCAL DEPRESSIOfl PER DETAIL ON SHEET 3 AND l'FRD STD. PLAN 1308. (~) ll"ST. STREET NAME SIGfl & POST PEf, PFRD STD. PLAN 1407 & i\lE\/IPORT COAST ~.TD. SPECS. 26 (D CONSTRUCT 4" CONC. ROLLED CUC:B 1-\ND SHED GUTTER PER DET.AIL ON SHEET 3 .. & @ ll•ISTALL STREET LIGHT PER PFRD STll 1' i & ME\/IPORT COAST STD. SPECS. (5800 ~UlvlENS) 26 (Jc)) CO'JSTRUCT RAISED MEDIAN MARl<ll•IC ~E, DETAIL Gr! SHEET 3. & @ II'-JSTALL 1-6"PVC CL 315 SLEEVE & 2--i" PVC CL 315 SLEEVES EA. LOCATIOt" PER PLAN, ± 3' BELOW FINISl-I SURFACE & 2' BEHIND THE CURB fL@ INSTALL STOP SIGN (R-1) 1//ITH STOP L[Ca,D AND STOP BAR PER PF & Rn STD '109 DOMESTIC WATER CONSTRUCTIOI\J NOT: Si ~__91 Ir"STALL 8" PVC CL 150 W/BEDDING PFR RWD STD. 1/1-11 NOT USED INSTA.LL 8" DIP CLASS-50 \//ATER MAIN PER IRWD STD. & SPECIFICATIONS INSTALL 8'' TEE \/I/THRUST BLOCK PER IRWD STD. 1/1-12 INSTALL 8" GATE 1/ALVI:. PER IRWD STD. W-7 CONSTRUCT F.H. ASSY. WITH 6" r·WI" PER IRWD STD. 1/1-5 ll"STALL 1'' SERVICE CONr,ECTIOI" PER IRWD STD. 1/1-1 INSTfa,LL BEND 1. F'ER PLA~I AND THRUST BLOCK PER IRWD STD. W-12 CONSTRUCT BL0\/1-0FF f-'ER IRWD STD. W-3 .. CONSTRUCT TEMPORARY BLOW-OFF ASSEMBLY PER IRWD STD. 1/1-9 NOT USED I,10T usrn . REMOVE Ft,0 CAP AND TEMPORARY BLOWOFF AND JOIN SANITARY SEWER CON!i'l1~UCTIOI~ i'l[JfES (@) l~ISTALL 8" PVC SEWER MAIN \/I/BEDDING PER IRWD STD. S-5. @J) INSTALL 8" VCP SEWER MAIN \/I/BEDDING PER IRWD STD, S-8 ..... (§} COl<ISTRUCT 4-8" PRECAST SEWER MANHOLE PER IRWD STD. &@) (8) &I@ @ (@ (@ @I S-1 .. INSTALL 4" PVC SEWER LATERAL PER IRWD STD. S-6 le S-9 . C:ONSTRUCT 48" PRECAST SEWER MANHOLE W/"T" LOCK PVC LINING AND WELDED SEAMS PER IRWO STD S-1 .. INSTALL 6" PVC SE\/l[R LATERAL PER IRWD STD. S-6 & S-9 REMOVE EXISTING END PLUG AND JOII-J 8" SEWER. ADJUST SE"WFR ,1ANHOLE TO FINISH GRADE. CO~IST. CONCRETE SLOPE ANCHORS PER IRWD STD. S-11 CONSTRUCT END PLUG. STORM DRAIN CONSTRUCTION NOTES &@ SUPPLY At,D INSTALL 12" RCP, D-LOAD l"ER PLANS .. . & @ SUPPLY AND INSTALL 18" RCP, D-LOi\D I°ER PLANS ... . (Z3) SUPPLY AND INSTALL 24" RCP, D-LOAD PER PL/INS &@ CONSTRUCT CONCRETE 001//NDRAII, TO PIP[ TRANSITION PER PFRD STD. PLArJ NO. 1331 . @ SUPPLY Ar"D INSTALL 36" RCP, D-LOAD PER F·L.I\NS @ SUPPLY AND lfJSTALL 36" RCP WITH EXTRA COVER (MIN 1 1 /2"), D-LOAO PER PLP,NS &@ cm,STRUCT INLET TYPE II PER PFRD STD. PLAN NO. 1302 &@ CONSTRUCT JUNCTION STRUCTURE TYPE I PER PFRD STD. t'LAN NO. 1310 &@ CONSTRUCT JUNCTION STRUCTURE TYPE IV PER PFRD STD, PLAN NO. 1313 &@ CONSTRUCT 11,LET TYPE V PER :o,RD STD. PLAN NO. 1305 .&_@ CONSTRUCT SLOPE ANCHO°' PER PFRD STl>. PLAN NO. 1333 ® CONSTRUCT CONCRETE COLL AR PER PFRD STD. PLAN NO. 'i317 @ REMOVE INTERFERING l"ORTIONS OF EXISTll"G DRAINf\GE FACILITIES ,1.,@ CONSTRUCT BRICK AND MORTAR PLUG @) JOIN EXISTING ,1.,@) CONSTRUCT CATCIJ BASIN CURB SUPPORT PER PFRD STD. PLAN NO. 1306 @ CONSTRUCT. TEMPORARY DRAINAGE INLET PER f'FRD STD. PLAN N0.1330 (L=7') .. &@) SUPPLY AND INSTALL 12" RCP WITH EXTl-/.1\ COVER (MIN 1 1/2"), D-LOAD PER PLANS &@) JOINT EX. CATCH BASIN RECLAIMED WATER CONSTRUCTION NOTES ® INSTALL 6" PURPLE PVC CL 200 AWi/iA -C900 W/ BEDDING PER IRWD STD, 1/1-11 @J NOT USED @ INSTALL 6" GATE VALVE PER IRWD STD. W-7 LJ', @J CONSTRUCT END OF LINE TEMPORARY GLO\/IOFF PER IR\/1D STD, 1/1-9 @J) INSTALL 8"*6" REDUCER PER IR\/1D STD. W-12 (§ REMOVE END CAP AND TE\l,PORARY BLO\/IOFF AND JOIN . ® INSTALL 6" TEE W/THRUST BLOCK PER \RI/ID STD. W-12 ® INSTALL 2" RECLAIMED WA TF:e '.,,ETER PER IRWO STD. W-2 @ t,OT USED i;5_§I INSTALL 6" 90' BEND W/THRUST tlLu:, '. 0 C:R IRWO STD, W-12 '19,624 SF 8.'185 LF 17,324 SF 8 EA 14 EA 4 Eft, 255 LF 10 EA ? FA 650 LF 3872LF tl2 LF 4 EA 14 EA 11 EA 49 EA 25 EA 2 EA 2 EA 2,730 LF ·1 258 LF 15 EA 6 EA 1 EA EA 21 EA 16 EA I EA 1 S U- 1 090 LF 1,257 LF 1 , A 1 91 Lf" 293 LF 13 EA 16 EA 1 EA 1 [A 1 EA 2 E/1 -IS EA 14 EA 1 EA 2 LF 1 EA ~,254 LF 7 EA 1 EA 1 EA 2 EA 2 EA 7 EA 1 EA II ORANGE COUMllT II [~!J\G~~'. rJ11] ~ [l,['\f[lOPMIE~-n '3t~I:; ltL,;,s DIAi. {IJ'J. fREE 1-800--422-4133 AT Ll:AST TWO DAYS BEFORE YOU DIG ii! ~Pv~, ~~~~~E~~1! \ ------ j~jf~O\i[M[Nll f'I t:1J~~ {), IP©l,ffi«-Ji>/1 ~Jl TRACT§ ~ ~40J((il !N[i;il::3Z ~.~AP ,, G , <!::Ci llb1UIC"frllit%'\:J NO"r!ES QUt~~~11TIES ,[R ,JN OF RCE C~2C39 DATE SHEET 2 UNDERGROUND SERVICE ALERT OF sournERN CALIFORNIA 5 Wrigley, Irv:ine, CA 9261C-Z?_: DATE 16 tO <.O 0) 0) BACK OF !OLLED CURB "' u w, ,-._ w,"1 "':2 3' ¢+>--''-' ::,,.-, u...., Ill 15' TRANS. FROM ROLLED CURB TO a• VERT. CURB PER PFRO sm PLAN 1201 C.B. No.1 LOCAL DEPRESSION DETAIL BACK OF ROUED CUR~ PER PFRO SID PLAN 1201 TO a• VERT. CURB TRANS. FROM ROLLED CURB 15' r;:..,:-:::::---==~7r=±f-=~o~f:±;;:::,:=:::==:~::====c:cN]"'~fL PAD C.B. No.2 LOCAL DEPRESSION DETAIL 15' TRANS. FROM ROLLED CURB TO 8" VERT. CURB PER PFRD STD PLAN 1201 C.B. No.3 BACK OF ROLLED CURB LOCAL DEPRESSION DETAIL R/W 10.5' 4' 6.50' 2' 1' 2% CONST. 4" P.C.C SIDEWALK PER PFRD STD. 1205 16' TO BACK OF ROLLED CURB ~ 0.02' l 2 48' <r. 16' TO BACK OF ROLLED CURB AC OVER AB -;-1 1.7%(1YP) - TYPICAL SECTION "B"STREET (N.T.S.) R/W <E rn 4.5' 1.5' 5.0' 6.5' (D Q'. (1YP) (1YP) O'. G (TYP) (1YP) ::, u u.. u.. 0 0 I "' "' u I ~ I <( Ill (D TC LEVEL LIN ., . ,, . . '., ,,' } .. ;,, z ~ z ..-::; Q_ ..-::; R/W 5.5' 2· 1' R/W I I N - 2' MIN. PER PFRD SID PLAN 1201 TO B" VERT. CURB TRANS. FROM ROLLED CURB 15' C.B. No.4 3' BACK OF ROLLED CURB LOCAL DEPRESSION DETAIL BACK OF ROLLED CURB 15' TRANS. FROM ROLLED CURB TO B" VERT. CURB PER PFRD SID PLAN 1201 15' TRANS. FROM ROLLED CURB TO 8" VERT. CURB PER PFRD sm PLAN 1201 C.B. No.5 LOCAL DEPRESSION DETAIL PER PFRD STD PLAN 1201 TO 8" VERT. CURB TRANS. FROM ROLLED CURB 15' () C.B. No.6 BACK OF ROLLED CURB LOCAL DEPRESSION DETAIL R/W 58' <E 5.5' 20· 20' TO BACK OF TO BACK OF ROLLED CURB ROLLED CURB 2' MIN. 2' r-I --j AC OVER AB FL I 0.09' _r 1. 7%(1YP) . ,. 2 BACK OF ROLLED CURB BACK OF ROLLED CURB R/W 12.5' 8.5' 4' 2' 2' MIN. CONST. 4' P.C.C SIDEWALK PER PFRD STD. 12D5 TYPICAL SECTION OCEAN HEIGHTS DRIVE R/W (N.T.S.) R/W (D 4' 6' 5' 8' rn O'. (1YP) (1YP) "' ::, (1YP) (1YP) :::, (_) u LL u.. 0 0 I " " I u I ~ I <( I (D rn TC LEVEL LIN .,, ' ' I ., . ,, -. . • ' z 0:, z N ..-,. U) n_ .,. ::; ·.,, r= UTILllY OR 10 FT. MINIMUM. O,_ r= O,_ r= u v N ' RECLAIMED -DOMESTIC W.~TER WATER RECLAIMED WATER STORM 0RAt~.1 SEWER i:= "' - STORM DRAIN SEWER (1 DOMESTIC WATER • NOTE: ROADWAY OVEREXCAVATION AND CUT AREAS SHALL BE THE WIDTH OF THE RIGHT OF WAY AND TO "' Ill ~ <'i -+ "' st i--c-i 3. PER PFRD STD PLAN 1201 TO 8" VERT. CURB TRANS. FROM ROLLED CURB 15' C.B. No.7 LOCAL DEPRESSION DETAIL BACK OF ROLLED CURB 15' TRANS. FROM ROLLED CURB TO 8" VERT. CURB PER PFRD STD PLAN 1201 15' TRANS. FROM ROLLED CURB TO 8" VERT. CURB PER PFRD STD PLAN 1201 C.B. No.8 LOCAL DEPRESSION DETAIL PER PFRD STD PLAN 1201 TO a• VERT. CURB TRANS. FROM ROLLED CURB 15' C.B. No.9 LOCAL DEPRESSION DETAIL SIDEWALK IN ACCORDANCE WITH PFRD STD. PLAN 1205 RO ROLLE CURB NOTE: SIDEWALK A CESS RAMP AND CROSS PARKWAY WIDTHS ALONG LOCAL STREETS ___ WALK SHALL BE IN ACCORDANCE WITH TITLE 24 AND AMERICANS WITH DISABILITIES ACT AND THE PFRD STD. PLAN 1115 5' MIN. LANDING 2% MIN SIDEWALK • 5.5' MIN. 8.33% MAX - SECTION A A ACCESS RAMP(D (N.T.S) 12" .• . ... ·. ~ -". '• 2'-0" 1 "(RAD) LL & (.) ':a-' 0 ' '° PER PFRD SID PLAN 1201 TO 8" VERT. CURB TRANS. FROM ROLLED CURB 15' C.B:. No.10 LOCAL DEPRESSION DETAIL PER PFRD STD PLAN 1201 TO 8" VERT. CURB TRANS. FROM ROLLED CURB 15' 3' BACK OF ROLLED CURB FLJ~t: ... ct====~~====~1t'T.r==1j1=,-.L...---~""J - BACK OF CURB () <:;.B. No.11 LOCAL l>EPRESSION DETAIL .., st "' ~ --=~ «, 0 ~ ~ 15' z+ ~; ________ _, ~ := -· TRANS. FROM ROLLED CURB ;::; i:' TC a• VERT. CURB -!;$ II -l o"' ...J ~ PER PFRD STD PLAN 1201 C.B. No.13 LOCAL DEPRESSION DETAIL PER PFRD STD PLAN 1201 TO a• VERT. CURB TRANS. FROM ROLLED CURB 15' "' - "' FL BACK OF ROLLED CURB 15' 15' TRANS. FROM ROUED CURB TO a• VERT. CURB TRANS. FROM ROLLED CURB TO 8" VERT. CURB PER PFRD STD PLAN 1201 PER PFRD STD PLAN 1201 C.B. No.12 OCAL DEPRESSION DETAIL STORM DRAI GENERAL NOTES: 1. ALL CONCRETE IN REINFORCED CONCRETE STRUCTURES MUST BE 3250 POUNDS PER SQUARE INCH IN 28 DAYS; TYPE OF PORTLAND CEMENT CONCRETE TO BE DETERMINED BY PFRD MATERIALS LAB. 2. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS, UNLESS OTHERWISE SHOWN. 3. FOR TRENCH EXCAVATIONS IN NATIVE SOIL, SHORING SHALL BE PROVIDED TO SATISFY REQUIREMENTS 0f THE DIV. OF INDUSTRIAL SAFETY, STAT:: OF CALIF. 4. PIPE CONSTRUCTION IN FILL AREA MUST BE COORDINATED WITH THE GRADING TO INSURE THAT WHEN THE FILL OPERATION HAS BEEN COMPLETED AT GRADE, THERE IS A MINIMUM 2 FEET OF FILL ABOVE THE TOP OF PIPE. 5. ALL WORK MUST BE IN CONFORMANCE WITH THE 1996 PFRD STANDARD SPECIFICATION'. AND A COPY OF WHICH MU ST BE KEPT ON THE JOB SITE AT ALL TIMES. 6. THE CONTRACTOR MUST NOTIFY THE PFRD INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION BY TELEPHONING 567-7800, OR BY WRITING THE PFRD, ATTN: CONSTRUCTION, P.O. BOX 486, SANTA ANA, CA. 92702. 7. ALL FILLS MUST BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY THE CALIFORNIA TEST METHOD NO. 216, 1978 "FIVE LAYER METHOD". ALL BACKFILL MUST BE FREE OF ORGANIC MATTER. 8. ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL ALIGNMENT MUST BE PROVIDED BY THE CONTRACTOR OR DEVELOPER AND SUFFICIENT REFERENCE STAKING MUST BE IN ACCORDANCE WITH THE REQUEST OF THE PFRD INSPECTOR. 9. ALL REINFORCED CONCRETE PIPE MUST BE BEDDED IN ACCORDANCE WITH PIPE BEDDING DETAIL PER PFRD STANDARD PLAN 1319. 10. CONTRACTOR WILL NOTIFY PFRD MATERIALS LAB (PHONE # 567-7856) 48 HOURS PRIOR TO D-LOAD TESTING OF R.C.P. FOR VERIFICATION OF RESULTS. 11. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE DEVELOPER'S CONTRACTOR SHALL OBTAIN A PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY. A COPY OF PERMIT SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. 12. PRIOR TO THE PLACEMENT OF STORM DRAIN IMPROVEMENTS, THE DEVELOPER'S SOIL ENGINEERING SHALL CERTIFY IN WRITING TO THE PFRD INSPECTOR THAT THE STORM DRAIN'S SUBGRADE IS OF ADEQUATE STRENGTH TO SUPPORT THE STRUCTURES AND ANY ANTICIPATED LOADS. 13. WHENEVER APPLICABLE, THE DEVELOPER SHALL OBTAII, A PERMIT FROM THE STATE DEPARTMENT OF FISH AND GAME IN ACCORDANCE WITH SECTION 1602 OF THE CALIFORNIA FISH AND GAME CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. ALL STEEL BAR REINFORCEMENT THAT IS TO BE CONTINUOUS SHALL BE LAPPED A MINIMUM OF 45 BAR DIAMETERS. 15. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROViDED BY THE PFRD MATERIALS LAB IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE PFRD INSPECTOR. 16. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" MIN. 17. A PERMIT FOR WORK WITHIN EXISTING STREET RIGHT-OF-WAY IS REQUIRED FROM THE PFRD FOR ANY ENCROACHMENT NECESSARY FOR CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 18. LENGTH OF MANHOLE STRUCTLRES MAY BE INCREASED TO MEET PIPE ENDS AT OPTION OF CONTRACTOR AS LONG AS REINFORCING STEEL IS CONTINUED AS REQUIRED. ANY CHANGE IN SPUR LOCATION MUST BE APPROVED BY THE ENGINEER. ;$ T:-::-~=-.:"'t=r==1=r=1~====~~:====:1::J~b"'~ 19. FLOOR OF MANHOLE STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. "' "' -FL 20. BODY OF MANHOLE STRUCTURE, INCLUDING SPUR, MUST BE POURED ON ONE -CONTINUOUS OPERATION, EXCEPT THAT CONSTRUCTION JOINT AT THE SPRING c:.B. No.14 LOCAL DEPRESSION DETAIL 0 ® © NOTES: PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL lYPE K MARKER ON TELESPAR POST AS INDICATED ON PLAN. INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2'C.C. SPACING (MINIMUM 5 MARKERS). PLACE REFLECTIVE SURFACE OF MARKERS PERPENDICULAR TO C.L. OF ROADWAY. LINE WITH A LONGITUDINAL KEY WAY IS PERMITTED. 21. ALL REINFORCING BARS MUST BE SECURELY HELD IN PLACE IN THE FORMS . TWO-WAY MATS OF STEEL MUST BE WIRED TOGETHER BOTH WAYS AT AL TERNA TE INTERSECTIONS. 22. STORM DRAIN BACKFILL FOR ALL FACILITIES WITHIN STREET RIGHT-OF-WAY IS TO BE PLACED AND COMPACTED UNDER PFRD INSPECTION AND MEET OR EXCEED PFRD MINIMUM STANDARDS. 23. ALL PIPE TO BE BANDED AND GROUTED. 24. R.C.P. SHALL COMPLY WITH A.S.T.M. APPLICABLE STANDARDS. 25. WORKING WITHIN ORANGE COUNTY FLOOD CONTROL FACILITIES IS RESTRICTED TO THE PERIOD OF APRIL 15 TO OCTOBER 15. 26. ALL CATCH BASINS AND LOCAL DEPRESSIONS SHALL BE CONSTRUCTED PER STREET IMPROVEMENT PLANS IN ACCORDANCE WITH PFRD STANDARD PLANS. AND DETAILS HEREON. 27. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THEIR EXISTING STREET OR DRAINAGE COURSES. 28. IN THE COURSE OF WATER QUALITY CONTROL, THE CONTRACTOR SHALL. CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION WITH FUELS, OILS, BITUMENS, OR HARMFUL MATERIALS. ®RAISED l\nEDIAN MARKING 29. LOCAL DEPRESSIONS AND DECKS OF CURB INLETS SHALL NOT BE POURED UNTIL ADJACENT CURB AND GUTTER HAS BEEN POURED. 30. IF A DRIVEWAY ENCROACHES WITHIN A LOCAL DEPRESSION TRANSITION, USE PFRD STANDARD PLAN # 1308-TYPE A. ., . .•.. 12" 1 "(RAD) 1 . • ~I 31. CATCH BASIN CURB SUPPORT SHALL BE CONSTRUCTED PER PFRD STD. 1306. 1------------1& CB rio. 12, 13 & 14- LOCAL DEP. DETAILS ADD 4" SHED GUTIER 0ITA1L .k RA1SE□ * ORANGE COUNTY /: PLANNING &: DEVELOPMENT SERVICES STREET IMPROVEMENT PLANS PORTION OF TRACT 15400 FOR ·ocEAN HEIGHTS DRIVE •• •e STREET. t ·c STREET. & ·o STREET STORM DRAIN GENERAL NOTES a: DETAIL SHEET SEWER, STORM DRAIN, SEWER, STORM A ~p;;~~.BELOW DEEPEST ~ 4&" GRUOTLTLEERD DCEUTRABIL f7',, & 4s'H' ERDOLGLUETDTECRURDBETAll -~PvY1 ~~~~~E~~!~9lt~~~~ NO. DES~~~~~ONSAPPR DATE ~~p~~i~~,~~O~OF ~~~L~;a~·3:INEDA 6t:;E S3ET 0----------------0f----------------------5 Wrigley, Irvine, CA 9261B-2'1l1 (049)880-800[ ~~D::;:E-s;1G:N::::E-o;:::KH:;;::::::::::i--,,s""CA..,.L"'E --,--DA_T_E -,----DW-G-NO __ __ ~~R_E_C_. _W_A_T_E_R_A_N_D_D_O_M_. _W_A_T_E_R ______ R_E_C_. _W_A_T-E_R __ A_N_D_O_O_M_. _W_A_T_E_R ___________ N_.T_.s ______ ___.(,__ ____ ~_-N_.r._s. ----~~~..,.,...:;__..L-_______ __,1..;;.DR~AW~N KH CHECKED CAP As sHowN ,,____..__1_6_, c::~~~..,,.-J'---,,._,,~,.-A~ • ~ ~ 4 0 o-~ i-- 1 \ ~-, I ,, ' '/ / ,\// )I 'JI ii ',. '. . ~ • . -'.'-::--• ·.,· '' ....... <"),- • •. ' ~ -.. ~ '. ' "" •. ? " ,' \' ~-, • ',. d'· ' '"' ' I lt ' : i' ;; " ,.,__J_ // 1 I / ---i- ' I I: • I ,' '/ ' "', "' & 12 -- 7--'-"'---1.: .. 1/ 66 ~ / ~ / "·· . '-----Cc~-----..::...--:......: . . -/-' /• " .. V) ' />-. t-')0:: \h \ ill ' & ~ 0:,¢ "' -' t;; '#be ~r,) W (/) I (,_J .' I o Oc,. § ,,i I I r/J (\J Oo .' f$ &. / 1/ STREET IMPROVEMENTS CONSTRUCTON NOTES CD CONSTRUCT ---AC OVER ---AB (2-) CONSTRUCT 4" CONC. ROLLED CURB Al"D GUTTER PER DETAIL ON SHEET 3_ @ CONSTRUCT CONCRETE SIDEWALK PER PFRD STD. PLAN 1205. (4) (0 ® ® @ @ CONSTRUCT SIDEWALK ACCESS RAMP PER DETAIL 2 SHEET 3 CONSTRUCT MODIFIED LOCAL DEPRESSION PER DETAIL ON SHEET 3 AND PFRD STD_ PLAN 1308. INST_ STREET NAME SIGN & POST PER PFRD STD_ PLAN 1407 & NEWPORT COAST STC INSTALL STREET LIGHT PER PFRD STD. 1411 & NEWPORT COAST STD_ SPECS, (5800 LUMENS) INSTALL 1-6"PVC CL 315 SLEEVE & 2-4" PVC CL 315 SLEEVES EA. ffi LOCATION PER PLAN, ± 3' BELOW FINISH SURF ACE & 2' BEHIND THE CURB INSTALL STOP SIGN (R-1) WITH STOP LEGEND AND STOP BAR PER PF & RD STD-1409 fl':_, 8 LI i'l E TABLE D LENGTH BEAR[NG I 3c7,6 7 N03"59' 4 7"\,/ 2 28,99 N35"28'19'E 3 327,67 N03'59' 4 7"\,/ 4 3c7.6 7 N03'59'47'\,/ 5 15.15 N35"28'19'E 6 10.23 N35"28'19T \ ', 30\ \ \ \ \\ •• . . ' ' CURVE TABL:E DEL TA LENGTH RADIUS TANG ENT I 13"25'27" 410,02 l750,00 205,95 2 42"59'08" 300.10 400,00 157,51 3 39•2s'06" 172,21 2so.oo 89.68 4 31"45'44' 249.46 450,00 128,03 5 7'14'44" 218.77 [730 00 109,53 6 42"59'08" 3l5.l0 420.00 165,38 & 7 7°14'44' 223,83 1770 00 112,06 4 f----=----+-~~--i--===-t~~~ 8 42'59'08" 2B5.09 380 00 149,63 9 39"28'06" 158.44 230.00 82.51 10 39'28'06" 185,99 270.00 96.86 II 22"47'52' 171.10 430.00 86,69 12 23"51'47" 195,75 470.00 99,31 & 13 96"59'53' 42,32 25 00 28,26 14 92'23'13' 40,31 25 00 26.06 - \ "-', \ ' \. \ \ \ ' \' \ OCEAN HEIGHTS DRIVE (PRIVATE) GRAPHIC SCALE 40 o 20 40 BO 160 r::~-.-.::•:.-~•~ •• ,~1!_•l ••••• 1~~---~I ( IN FEET ) DIAL TOLL FREE 1-800-422-~-133 AT LE]ST 1WO DAYS IBEFORE YOU DIG 1 inch = 40 ft, UNDERGROUND SERVICE ALEF!T OF SOUTHERN CALIFORNIA ! I /, II' . ' ,' i i !' ' ' I / I r i I I ,_ -' I -i I I ,__ I L 1- f ,i I - - - ,,. ---i - I l ' - -7,~ ii ORANGE COUNTY ii ~~~ [~~~~E~~l~~lt!~~; 5 Wrigley, Irvine, CA 92618-2'7l1 (949)830-.0:)801 ffi ADDED STOP SIGN ~6 UPDATE STREET LQ\ NAME ADD SLEEVES & /:,, 4 REVISE CURB • I ~LANNING & DEVELOPMENT SERV!t[~ STREET !MPRO'VIEMENi PLAHS PORTiO!l!l lf»l" 'ii'~ACT 15400 ~O~ "'@!~[4-11\i !111EIGHTS DRIVE" ~lit ;,,\~ fr,!J0.26 TO 44+00.00 ffi ALINGMEMT ~;;;;.i,----=~+=+:-'.~ ~"=·-~=-~=-------~-~--- DESCRIPTION APPR DATE PREPARED UNOER CARLOS A. PINEDA Igo SHEET ND-THF=; SUPERVISION OF 6~ ,A 1----_;,R~E;;.V,;.:.;IS;;,;l.:.O;.:N.:.S ____ --t ___ ~ -c··-cs----,",..cc_c,.o_e_o_,s ____ D_"_'E--1 ~ I ~ DESIGNED KH SCALE DATE OWG NO 16 I "' ORAWN KH , ("l\f:"l'fT ,.,,.. ! AS SHOW\\! -----------~; u =:c,11,0. c ,s:a~o _ -__ - ~--·-----·-------~----------__y,,_,,._ _ ... _.,_,..-.._,,,_, __ __,,._,.,!I .. ~--"""'-"-' __c:-•~~· ----·~"'"'" -·-·~--.. ........ , _______ ~ ....'.. .J, ~±!f,P~~;':!:--- -~-------------------------=---------~~-----------------·------==•---------------=~ ;--:-·~rr-~~--~~ - ! . I"' ' -i [- ' I -- I -l EXl'Sl. c.L--4--'- PLAN 1 I -i_ I -\- 1 I I 1 - i ' ' 1- -1 --! - - ! --! 44+00 STREET IMPROVEMENTS CONSTRUCTON NOTES CONS IRUCT ___ AC OVER ____ AB. \ -' I I ' ' ' 405.33'. - I CD Cl) CONSTRUCT 4" CONC. ROLLED (,JRB A.ND GUTTER PER DETAIL ON 0) CONST;-,ucT CONCRETE SIDEWALK PER PFRD STD. 0 CONSTRUCT SIDEWALK ACCESS RAMP PER DETAIL PLAN 1205. 2 SHEET 3 @ CONSTRUCT MODIFIED LOCAL DEPRFSSION PER DETAIL ON SHEET 3 AND PFRD STD. PLAN 1308. 45+00 I RIVE SHEET 3. ® ® ® INST. STREET NAME SIGN & POST PER PFRD STD. PLAN 1407 & NEWPORT COAST STD. SPECS. INSTALL STREET LIGHT PER PFRD STD. 14-il & NEWPORT COAST STD. SPECS_ (5800 LUMENS) INSTALL 1-6"PVC CL 315 SLEEVE & 2-4" PVC CL 315 SLEEVES EA LOCATION PER PLAN, ± 3' BELOW FINISH SURFACE & 2' BEHIND THE CURB INSTALL STOP SIGN (R-1) WITH STOP LEGEND ANO STOP BAR PER PF & RD I~ STD. 1409 ffi 46+00 I 2 3 4 5 6 7 8 9 10 11 47+00 CURVE TABLE DELTA LENGTH RADIUS TANGENT 11 • 42'19' 61.29 300.00 30. 75 13'25'27" 410,02 ! 750,00 205 95 LINE 39,33 320,00 19,69 L1 11'42'19' 57,20 280,00 28,70 L2 13'25'27" 405,33 1730.00 203,60 L3 13'25'27" 414,70 1770,00 208,30 68"24'26' 279,38 234,00 159,05 68"24'26' 298.48 250,00 169,92 68°24'26" 317,59 266,00 18080 85"'46'20" 37.43 25.00 23,22 91"22'41' 39,87 25,00 25,61 i-- i I ---1 __ J -' LINE TABLE LENGTH BEARING 52,06 N64'00'00'\./ 6,57 N64'00'00"\./ 7,94 N64"00'00'\./ 40 0 20 I --! ,i - GRAPHIC SCALE 40 80 160 I ! I ( IN FEET ) 1 inch = 40 ft - I ' mAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALER,'T OF SOUTHERN CALIFORNIA 27\ Cl'. u w "' '" lO 0 + lO N I I . -r-,. ---•- , I i l i ' -r - ! I i ! i ADDED STOP SIGN UPDATE STREET NAME ADD SLEEVES & MOD, CURB RTN. * i C I ' -i ' ~-r.,-;---,i ~ !-,~! ___ ., ___ , .• ,.--~-·--~-! -....,.-'"""." ' ' -" ' I i -., - I i I I ' -! - I ! ' - I ORANGE COUNTY PUi,.iJ~[1)G & DEVELOPMENT SERVICES ~, l11EET IMPROVEMENT PLANS l@l'ITION OF' TRACT 15400 f1Qll~ '"GCEAN HEIGHTS DRIVE" ;,',W/,l,, 44+00.00 TO 4~+50J]:r» &: SARTEANO DRIVt: :;;.YA, 23+00.00 TO 26+50.55 SHEET 5 16 L I -! - I --1 - i - I ' -I ---1 I ' i i 1b~o Lt i l ' I --.!. ! ' i 1'0..10 ' "'1 --,-q ·: (£: I ! . I I I I I -! - i I 10+00 PLAN 11+00 'I I 5 10 STREET IMPROVEMENTS CONSTRUCTON NOTES 0 @ CONSTRUCT CONSTl,UCT ___ AC OVER ___ /1,B. 4" cor,c. ROLLED CURB AND GUTTER PER DETAIL ON SHEET 3. Q) CONSTRUCT CONCRETE SIDEWALK PER PFRD STD. PLAN 1205. 0 ® CONSTRUCT SIDEWALi< ACCESS RAMP PER DETAIL 2 SHEET 3 CONSTRUCT MODIFIED LOC/1,L DEPRESSION PER DETAIL ON SHEET 3 AND PFRD STD. PLAN 1308. INST. STRFET c]AlvlE SIGN & POST PER PFRD STD, PLAN 1407 & NEWPORT COAST STD. CONSTRUCT 4" CONC. ROLLED CURB AND SHED GUTTER PER DETAIL ON SHEET 3. INSTALL STREET LIGHT PER PFRD STD. 1411 & NEWPORT COAST STD. SPECS. (5800 LU~ CONSTRUCT RAISED MEDIAN ~MRKING PER DETAIL ON SHEET 3. INSTALL 1-6"PVC CL 315 SLEEVE & 2-4" PVC CL 315 SLEEVES EA. LOCATION PER PLAN, ± 3' BELOW FINISH SURFACE & 2' BEHIND THE CURB 12+00 • \ \ 7069.86 FL 1069. 3 -~ -I TC 1070.5 \ FL 1070.20 \ \ 13+00 3 CURVE Cl C2 C3 C4 cs C6 Cl CB C9 CIO Cl! C12 C13 C14 60 C15 C16 C17 ClB C19 C20 C21 C22 61 DELTA 86"51'08' 64 •37'[\" 209.29'19' 12"01' 45" 4 7"09'38" 85'14'56' 160'55'18' 02·28'27" 209.29'19" 12"01'45' 04"05'35" 57'32'09" 35'55' 46' 27°47'53" 228.57'19' 28'27'31" 29"16' 44• 138"28'24" 07"57'24" 228"57'19" 50'00'00' 66"15'00' LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 LIO I I i I i --i- i r -- -.. i . CURVE TABLE RADIUS 25,00 115,50 38,50 120.50 216,00 25,00 5.00 140,00 14.00 145.00 191.50 200.00 316.00 120.50 38.50 115.50 284.00 5 00 145,00 14,00 300,00 169.50 LINE TABLE LENGTH 34.97 39,56 36.01 39.56 79,31 11.76 39,66 11.76 21.78 52.76 ' I I --. -- I I I I LENGTH TANGENT 37,90 23,66 130,26 73,04 140,77 146,29 25 30 12 70 177,79 94.28 37,20 23.01 14.04 29,75 6,05 3.02 5119 53.20 30.44 1'.J,28 13.68 6,84 200.84 1[9.81 198.16 102.46 58.46 29.82 153,85 84.57 57,37 29.29 145.13 74.19 12.08 13.19 20.14 IJ.08 55.94 30.75 261.80 139,89 195,99 110,60 BEARING N5i '22'49'1;! N64"00'00"E N51"22'49'1;! N64'00'00"E N51'22'49'\;/ N54'00'00"\;/ N03'36'54T N54"00'00"\;/ N03"36'54T N54 '00'00"\;/ GRAPHIC SCALE --! I \\ i --_j 1- ------------7-- i --l___ ' ----' I 40 0 20 40 80 160 1M::.-■-::.-■•L~-1 __ 1 1 ___ ___,I ( IN FEET ) l inch = 40 ft. .j - -__ I -+ l E' ' I -1-- 11+00 10 PILAN ,~-· -r-··------·-·-··--·· ··-----·---------~---~---,----,----j- -~ 1-I iu (.) a. I I -, ! ' "' '° 0 0 0 12+00 13+00 \ \ -MARCIANA ST. (PRIVATE) 21} I I - -l ' ' ' ,- 1 -j I i ! ' I I ' I I I ' i I -· ,__. I -I ! t-i .. ! j -I j- ' ! i ' I I ,-' I ' i I i ---~--.... L .. -:--•-• - I ' I I. ' -' I - I t i PROFILE SCALES • H0RIZ: 1" = 40' VERT: 1" = B' ORANGE COU~TY ESS/ '<-0 A . PlANNlt-.!G &: DEV1;:,"'0PMENT SERVICES DIAL TOLL FREE 1 ·-800-422-4133 ~f LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE Al£RT OF SOUTHERN CAUFOR'IIII'. o. 7 f - \ CN\\. "' ""'-' ill ~£~I [~~i~E~~!~~. 5 Wrigley, Irvine. CA 92618-2711 (949)~ ~R DATE: S'l'c .... -Ci IMPROVEMENT PLANS f ."ION or TRACT 15400 roR MARCIANA ST. 1 0+00.00 TO 13+ 14.56 & ST. REMY COURT 1 0+00.00 TO 12 +80.15 ,NOER -' StON OF CARLOS A. PINEDA RCE CJ8639 DATE DWG NO 6/99 DATE SHEET 6A 16 -------------------------------------------------------------------L--------------L-----~--" 77<.,-:( /4'4. '--'-"- / "" □ / L r·---fTr-1 I j ' ' ' ' ' ' ' ' I I I j ' - - ! ' ' ! I I -l ! 10+00 6 y <.O _J O'.) c,: r----s: tj-w +□ 0 lf) _z c,: ('.) I-w lf> m 11+00 R/W 1 ' 3 \ \ • \ i \ 12+00 C6 /f\_c- \ 2 \ 13+00 5 \\ ~ \ LD \ N r----rn + I"") 2 L9 l I ' ' ' ' ' ' ' ' \ \ ' u m n 0 LD r----+ tj- 6 14+00 '!"""RpF:tr --.• •. '::x , ,. I\ PL\AN -S. 'RTEAN (PRIVATE) ,;<::--. _ 1' 1' : 1 ,_ -·-. . ---- ~,,, :~ ~~ fO z u • c,: 1- 1-WW wu> wo-Ct'. Ct'. I-rn o lf) 0, lf) 0 "St 1-o NI ++('.) of""lW ~ l""l I ;"' -\ ' \ \ •• r \,_ '·, '°' \' -....... __ '-- -~--,,\,~ ... ~:~f::~·--' ', .• <;J '· \1J O'.) 0 <.D -tj- + OU I- 00 r---- N tj- + 0 STREET IMPROVEMENTS CONSTRUCTON NOTES CD CONSTRUCT ---AC OVER ---AB. (}) CONSTRUCT 4" CONC. ROLLED CURB AND GUTTER PER DETAIL ON SHEET 3. 0) CONSTRUCT CONCRETE SIDEWALK PER PFRD STD. PLAN 1205. (±) CONSTRUCT SIDEWALK ACCESS RAMP PER DETAIL 2 SHEET 3 ® CONSTRUCT MODIFIED LOCAL DEPRESSION PER DETAIL ON SHEET 3 AND PFRD STD. PLAN 1308. @ INST. STREET NAME SIGN & POST PER PFRD STD. PLAN 1407 & NEWPORT COAST STD. SPEC ® INSTALL STREET LIGHT PER PFRD STD. 1411 & NEWPORT COAST STD. SPECS. (5800 LUM @ INSTALL 1-6"PVC CL 375 SLEEVE & Z-4" PVC CL 315 SLEEVES EA. ffi LOCATION PER PLAN, ± 3' BELOW FINISH SURFACE & z' BEHIND THE CURB NO C1 C2 C3 C4 cs LINE TABLE C6 LINE LENGTH BEARING C7 LI 42.78 N51°22'49"v/ C8 L2 77.78 N05°58'16"E C9 L3 50.84 N09'23' 44"'w' L4 119.59 N36°00'00"E LS 126.13 N36 'OO'OO"E C10 C11 L6 245.72 N3e.°OO'OO"E C12 L7 50.84 N09°23'44"'w' C13 LB 77,78 N05'58'16"E -C14 L9 77,78 N05'58'16"E LIO 50.84 N09'23' 44 ''w' Lil 78.59 N36'00'00"E C15 C16 L12 85.13 N36'00'00'E C17 C8 15+00 8 9 L10 --u m cr, r---- <.O O'.) + <.O - 17+00 R/W 80--- --~ 11 \, ; • "' • IIJ ;!, .,J l i ! 18+00 12 ' <'I ' "' ' LY z :; 0 fl) -';,.c~--=.c.cc.;,__:cc.c:__.~~-- ~~---,---~='--~~ c..::.c.~ ;:: fl) DRIVE ', ' ' \ ', CURVE TABLE DELA RADIUS LENGTH 11°56'37" 250.00 52.11 11°10'58" 266.00 51.92 10° 45' 45" 234.00 43.95 69°17' 42" 250,00 302.36 69°17' 42" 234,00 283.01 69°17' 42" 266,00 321. 71 15°22'00" 600,00 160. 92 15°22'00" 616.00 165.21 15°22·00" 584.00 156.63 45°23' 44" 400.00 316.92 45°23' 44" 384.00 304.24 45°23' 44" 416.00 329.60 11 °35'35" 250.00 50.58 11°35'35" 234.00 47.35 11°35'35" 266.00 53.82 90°00'00" 25.00 39.27 90°00·00" 25.00 39.27 ' i i ! ; i ' I i TANGENT 26.15 26.04 22.04 172. 77 161. 71 183.83 80,95 83.10 78.79 167,31 160.61 174.00 25.38 23 75 GRAPHIC SCALE 27.00 25.00 40 0 20 40 BQ 160 ~,._"il.-s-~•~-l_l--1 ___ _____,I 25.00 ( IN FEET ) 1 inch -40 ft. I ' i ' . ' ' 11· / ' : ' ' ' u w 19+00 2 '"\ 14 \, ' . . " ' 5 m';-r----N o:i II <D _J +o o_ NO c,: z i-m (J) u i----: _J (J) u ',~ ~- mu 1--1-w w ,WW '-.cD'.'. Ct'. I- i----: __J [/] u 5 IJIAL TOLL FREE 1 ·-800-422-4133 AT !£AST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT llF SOUTHERN CALIFORNIA 1 . -I -·; -1-----, ..... ,,---~---- 20+00 Ct'. u w (J) N N ro 1. + uli 0 I-' N 1 ' ' I"") I-"'": :co ('.) I"") _J + ~ I-N w w . Ct'. ;:: 1--lf) i----: lf) 8 2 1D • IIJ ;!, ..J !il __ J ' --, -l -_ I Ct'. u w 22 R/ cr, ii! ~Pv~l !~~~~E~~l~~l 6 Wrigley, Irvine, CA 92618-2'1'11 ~;49\f; i L _· I l i i -· --r ---------'-' ! I I I ; -t J._ ·~--i----i --_T ~---.-j. -- i-1 i -! 1 - ' ! T 21+00 5 cr, ·-r----N ' II r----_J r----+ i----: __J [/] u 2 NC UPDATE STREET NAME ADO SLEEVES MOD. CURB RTN. DESCRIP- DESIGNED .,r 1----- f ' R/W • t _i_ - T ' ' -1-- I I -J_ a i i I I ' ' I - ! ' I -;..,,..,n,-,..,1-~+L. ---+-_.I_--' -'O$O!i Of _ i --, ~~c!!z.. ' ' . ·2 o· ·vc ONI TC v; -',-I-- 22+0C !" r: _i '-----~ _j_ -- ... l ' ORANGE COUNTY i I -I i ! i -l---- t-1 t I . ' ' +-' I ! . l l ! Pl.ANNI: ._.G: & DEVELOPMENT SERVICES -.-. . -s· ~ET IMPROVEMENT PLANS p,,j;RTION OF TRACT 15400 FOR SARTEANO DRIVE :iTA. 10+00.00 TO 23+00.00 ;NOER 11SION OF CARLOS A. PINEDA RCE C38639 DATE DWG NO 6/99 DATE SHEET e 16 DRAWN K!-; Jr(.IWJ~-L;s'LJ00-1!3"> - ---------------------------------------------- ' --t -t_· __ -___ ! __ l_ I I , ------··t ' t·-- i . I- i ' I I. I I I w a. .... >-t') 1--- 1 I N <D :B + ' ' -I ! I I I . I I I ' _j I : I I ' l ' I I I I I --+ .. -I. ---i I I ! I 1/··i ' I ) ; I J I I ' • '· I Ii . ' • ' I : ----------t-t-'~iJi j\,1--f--+--+-----···-----~--1---1 I I . / , l ' . _!_ i • j. ! . l . 1 ··--·-'--·--------I C I ' --+--- ' -f-------- ' I ... I .. j ' I ------!-----'-- 1 ___ ·_ ~------: ' --~------\------··----·· ------ 1 -1--.---------- I 1 • -I -------i-- --,-·-· . .i,. .. J,. yf ,-----+- __.,.,,.,. FINISHED SURFACE OF SEWER - w z -~ ' I I I r ' I 1 1 - : ' I ' , I I I I ,. ' ' ·t ·' i I ' i : 1--+--j---r--+- --I ~ ' --!·---- t I , + ---1,--1---~, ------ ____ _L_ -• ______ L ____ --· ' I ~----1-·r I I --------t--- -~----- ' ' j I I - ' t I --- 1 ' I L t= · --f--J +--"-'-' I ! ' ; I I ! --;-----=-----f~.-:--r-f ~ -----::--. ' • j --'--l-'--'-+-'--l- ! -·· L ... _,__ _ _. I ' ' : _[ ____ ·---1 • '·---.!_~ ---,_i-----i !. J ' r -- i ·1 I / 10+00 / /2 / /, _,,/ / / / ..-; / ..-; / /, 1/ 67 I I • ! I I I I I -: ~k~ -- 1 $=-0,0400 I .I i ' '11+00 -: ::z !~ : 0.... I . t· ·:::· -,.U - CURVE TABLE CURVE DELTA RADIUS LENGTH TANGEI\JT CJ 20•24'11' 280.00 138.80 70.:86 C2 30-48'43' 301.50 162.J 4 83.08 C3 34•24'25' 311.50 187.06 96.45 C4 49•24']6' 290.50 250.49 13363 12+00 69 ' ' \. LINE LI L2 L3 L4 L5 L6 L7 -- <D 0, ro "' + N 0 ..... ,.., ..... + N - LINE TABLE LENGTH 45.12 114.38 246.35 163.01 104.53 55.06 25,09 l __ ···;JJ·I. i ! '-..1 ! , I I ! / ' '-<. I l, ·;·· t 13+00 r -"' 0 + "' -~ (/) 69 N .,, ,-.: + "' i'.!: (/) 69 BEARING Nl6°19'00'E s20·21'51'E s20·21'5L 'E N35°06'10'\./ N:Jc,•06'10"\./ N85°24'18'E N04 •35' 42'\./ 36" R i-· I , __ I -- I SD --- "' (/) "' (/) 69 69 69 - . -/t--·,-+tt I . . I ' -'i-1------- 14+00 6 64 68 19 1000.5 = .o 40 I , ____ ' ___ 1: __ 15+00 20 1001.0 18 1001.0 Oo "'-,..__ r--: ci Nl'-..,_N ......... <D a:, -o N <O 1 I -_I _ \ \ 21 1001.0 36 \ 0, 0, o-oo Na, mo "',.., r--.... <D <O -o N <D zw 16+00 63 17 1002.0 36 LINE "A" 35 <D .... + ,.., ,_: 35 =0.0040 ..J ..J w w " "' -- ' --! .. -- _ I ·- ! ' -----1 I ' I : . . --I ------- 1 <D 0 i" --~f-h~,a+--1----+--·· ------ --·----- u (lJ ~ + "' ;:': (/) >-' (/) 35 16 1004.5 ! + + ·f"--· f"-, 17+00 23 1032.5 15 1013.5 GRAPHIC SCALE 20 40 60 l~I I ( IN FEET ) 1 inch = 40 ft. 18+00 22 63 I I I \ I I I 14 1025.0 ..-----------,---------4 ... I DIAL TOLL FREE 1-800-422-413~1 AT WST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ----1-------------- -1 ' ;--• ' I ' -- -J.....__ -- I ! . I &. ' ----1 I . _____ _!__~ I. --l ' t ' ·t· • .J ---1 ' i ·I I , ·r i I i I I .l---: -'-H- --l ---• i I ' I • ' i I ----1------- --; ___ --+-----~---~·· '1 ·--->-~ . I -, -------,- i ·----!-·--· --I--• PROFILE SCALES HORIZ: 1 " • 40' VERT: 1• • 8' DOMESTIC WATER CONSTRUCTION NOTES @ INSTALL 8" PVC CL 150 W/BEDDING PER IRWD STD. W-11 @ INSTALL 8" GATE VALVE PER IRWD STD. W-7 @ CONSTRUCT F.H. ASSY. WITH 6" RUN PER IRWD STD. W-5 @ INSTALL 1'' SERVICE CONNECTION PER IRWD STD. W-1 ® INSTALL BEND ,;l PER PLAN AND THRUST BLOCK PER IRWD STD. W-12 Q?) CONSTRUCT BLOW-OFF PER IRWD STD. W-3 SANITARY SEWER CONSTRUCTION NOTES <@) INSTALt 8" PVC SEWER MAIN W/BEDDING PER IRWD STD. S-5. @ CONSTRUCT 48" PRECAST SEWER MANHOLE PER IRWD STD. S-1. @ INSTALL 4" PVC SEWER LATERAL PER IRWD STD. S-6 & S-9 0 CONSTRUCT 48" PRECAST SEWER MANHOLE W/"T" LOCK PVC LINING AND WELDED SEAMS PER IRWD STD S-1. @ REMOVE EXISTING END PLUG AND JOIN 8" SEWER. @ ADJUST SEWER MANHOLE TO FINISH GRADE. {§) CONST. CONCRETE SLOPE ANCHORS PER IRWD STD. S-11 RECLAIMED WATER CONSTRUCTION NOTES @ INSTALL 6" PURPLE PVC CL 200 AWWA -C900 W/ BEDDING PER IRWD STD. W-11 INSTALL 2" RECLAIMED WATER METER PER IRWD. STD. W-2 NOTE: CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER FINAL LOT CONFIGURATION AND CURB ELEVATIONS PRIOR TO INSTALLING ANY SERVICES. ORANGE COUNTY ffi CHANGE CONST. 3/31 PLANNING &: DEVELOPMENT SERVICES SEWER & DOMESTIC WATER PLANS A PORTION or TRACTS 15400 LINE "A" STA. 10+00.00 TO STA. 19+10.31 ii ~Pvf !~2~~E~~!~91i!~~~ NO. DESCRIPTION APPR DATE REVISIONS PREP MED UN DER THf SUPfRVl'SION OF CARLOS -A PINEDA RCE C38639 7/98 DATE SHEET 7 5 11rlgley, Irvine, CA 92618-2'1II (949)630-6IIOI DESIGNED RJB DRAWN R CHECKED CAP --; SCALE AS SHOWN DATE 7/98 00- owe NO 16 ' ' : i ' I I I ' I ' .. I I i I rl. 0) lf) 0:, ii 0 I -l -, -I ' ·!·---·i---·.' i 1 -·+--- ' 011Q_1l_ ,zW! ' I I ..... ' I iJ) ::; °' I ' .-__.-I FINISHED I ' I i.--......-:-- SURFACE I ..--, ' -. 0 z -+----L-- ' : L J__ ---I I I ' i I I 'i ··'O·--r-·t I !---1-I i ··-1 . ! . ..J w ---1---1-t-·· ,--1---1- i I _j ---"-· 1--. I i I 123.6 19+00 20+00 STA. ~ ~ " ~:: ~ co OJ 0 t 8 0.. qt-a 19+10.31 -MATCHLINE 5 ~ '.:: SEE HEET NO. 7 -~ ~ -------1,,.--,--rt".,....,-.,---,--~o > --z 50 CURVE TABLE 0 N ~ + -- L5 CURVE DEL TA RADIUS LENGTH TANGENT Cl 40'00'00' 248,50 173,49 9045 C2 40'00'00' 248 50 173.49 9045 C4 40'00'00' 238,50 166.50 86 81 LINE TABLE LINE LENGTH BEARING LI 54.26 N54 '00'00'\.I L2 127.63 N36 '00'00'E L3 58.06 N64 '00'00'\.I L4 142.07 LS 137.63 N36"00'00'E L6 51.34 N4 7'15'00'E L7 50.35 N58'30'00'E LB 52.12 N69' 45'00'E L9 50.98 N81 "00'00'E LIO 50.77 N87'45'00'\J Lil 54.19 N76 '30'00'\,' L12 28.30 N65"I5'00'\J V 0 r--N NO mz + 0 :,: N:,; [;; ' I , I I I _______________ l _____ ,.L, __ i I I t'l "' ...--- 0 - I +-I ----!--!---+-+--+ ---,-17 ------- 7----L- " .. 21+00 36 35 "' ---------= ~ ------ I 34 22+00 I C - I --i ! I i ' ' 63.68 t 18" vc . I . -. . ' I I I -~--------+ I ---'---1---~--·~---- 1 +-~-+--- I ' ' '··· w w zsz ! ::J :J OI 001 ,-I-: , ! .. I i I -----o k <( ::o _' 1 _ _ 'I : !;\! (.J ' '-~ I I I --- "' -_J w I ' --------+---, ! _l_ I I ' ' 1---+----------i--r-+----t---f---+-L--, -I I -------·_ r---+_ ----; ' j-- ' 23+00 25 1038.50 I ' -----:-1 ---------T-- -----i -·-----------! I •• : ' I i---------i -: L ! ! 24+00 26 1042.50 27 1045.00 I NOTE: SEE SHEET NO. 9 FOR DOMESTIC & RECLAIMED WATER. ◄0 0 I - - 1 25+00 GRAPHIC SCALE ,o 40 ao 100 I_I l ___ ___,I ( !N FEET ) 1 inch = 40 ft. l ' I 1 I ' ' ----I --1------ L -j_ ___ _I I -I I J_ i I ' -i i- I I ---• ••·>-"••-• • '\ -:-~-" ----1~--~--- ! ! 1 I i I ----t---! I , I I ! .;_,---~- I I ' _J - I l ____ ----.. L -I ! ---1- DOMESTIC WATER CONSTRUCTION NOTES ® INSTALL 8" PVC CL 150 W/BEDDING PER IRWD STD. W-11 ill @ CONSTRUCT F.H. ASSY. WITH 6" RUN PER IRWD STD. W-5 ® INSTALL 1" SERVICE CONNECTION PER IRWD STD. W-1 1 I • I I ' ' .l --i , I ··,··--------7, ---- ' I. ------7--!-, --l-----1 I _,__ --- ' I l_ '-- I .1 I Tl· I ---: -F • ~----1----·- i PROFILE SCALES HORIZ: 1 • -= 40' VERT: 1" • 8' @ INSTALL BEND 1: PER PLAN AND THRUST BLOCK PER IRWD STD. W-12 RECLAIMED WATER CONSTRUCTION NOTES @ INSTALL 6" PURPLE PVC CL 200 AWWA -C900 W/ BEDDING PER IRWD STD. W-11 (§) INSTALL 2" RECLAIMED WATER METER PER IRWD STD. W-2 SANITARY SEWER CONSTRUCTION NOTES @ INSTALL 8" PVC SEWER MAIN W/BEDDING PER IRWD STD. S-5. @) INSTALL 8" VCP SEWER MAIN W/BEDDING PER IRWD STD. S-8 @) CONSTRUCT 48" PRECAST SEWER MANHOLE PER IRWD STD. S-1_ ill I@ INSTALL 4" PVC SEWER LATERAL PER IRWD STD. S-6 & S-9 @) CONSTRUCT 48" PRECAST SEWER MANHOLE W/"T"' LOCK PVC LINING AND WELDED SEAMS PER IRWD STD S-1. @ ADJUST SEWER MANHOLE TO FINISH GRADE. NOTE: CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER FINAL LOT CONFIGURATION AND CURB ELEVATIONS PRIOR TO INSTALLING ANY SERVICES. ORANGE COUNTY PLANNING ct DEVELOPMENT SERVICES .------------·--------1 SEWER ct DOMESTIC WATER PLANS A PORTION OF DIAL TOLL FREE 1-·800-422-4133 AT L£AST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT O·F St)UTHERN CM.IRlRN~ 1---------------t £ SEWER INV. ill /20 3/31 ii ~PvS !~~~~E~~!~9lt!~~~ NO. DESCRIPTION APPR DATE REVISIONS 5 ll'rigley, !nine. CA 92616-2711 (949)830-6801 DESIGNED RJB TRACTS 15400 LINE "A" STA. 19+10.31 TO STA. 24+97.23 ~f P~~~~= OF CARLOS A. PINEDA RCE C3B639 DWG NO 7/98 DATE SHEET -B ----------------------------------•-----------------------------------------------------------------------1-----------•---------11-------------....IL..•::;D"'RA:::;W.;;.N~-RJB CHECKED CAP I • :I: Mr· SCALE AS SHOWN DATE 7/98 1b ' j I I ' 41 -1 -• :cc 'l, ~ ; ;: ""L SURFAC OVER CL 0 SEWE i ' -~ ........ --.-----'-- WW zz _j ::J .,., 0 NO I,() a:j ' -' ! I 10+00 INV 1039.60 8" OW 1037.10 TOP OF SO I ' _, 11+00 56 8 0:, <D + "' .,. ' I - I 1·· ·i I I I ,_ I 12+00 I ' ,1/ ' '/ / 11/ I J ,' if / I~ I / _1 -t --=-::-::-, ------~-:::-:. -i~ ' t;; -----'1NV 1 .50 6" RW 1037.07 • F SD ' i I I ' I I ! ' I --1---------1 ; ---·1 i I ---------L---+---I i ' I I I I ' --·--, ' ' ' ' . ,---~-----~- ' I ! L ' I ! ·-. -I ' ----r-----+----+---+- I -------;---·· ---------· --~- I ··1 I t--+---t----1--~--1-7--- I OJ I u; -~---+-----+----~ OJ .q + "' ~ ' '6":,0 is (). -_____ ,! --------·-·---j, I -- ' ' I ' ... + I ' :zj p ;.--l----------------+--·+--t--o-tla't-lt.4<i--+--t-+---t--+-I ' ' ' -. ...J w 151 41 LF I I- 13+00 14+00 15+00 63 I I I I : ,1' I I '1 I I I I ' I I ' / 1' : I I I ,i _11 ---------------~----------~ ~-;: ~-t-·. 37 1055_00 • -"' "' -oo 1""1 +o I ... Cl) ,,::, ..... "'-I"" V) I « 0 I I-...---,-J.: fj) "' ' I I I I I I I I I I I I LINE TABLE CURVE TABLE ' I I I LINE LENGTH BEARING CURVE DELTA RADIUS LENGTH TANGENT _LI 40.04 N64°00'00'\./ Cl 12°56'24' 1756,00 396,59 199.14 L2 68,03 N64°00'00'\./ C2 42"'59'08' 394.00 295.59 155.14 L3 348,08 N03°59' 4 7'\./ L4 339,81 N03'59' 4 7'\./ C3 10°47'14' 312.00 58.74 29.46 C4 13°25'27' 1738.00 407.20 204.54 LINE ''C'' C5 42.59'08' 412.00 309.10 162.23 C7 10'47'14' 284.00 53.47 26.81 cs 00•40·29• 1766.00 24.91 12.46 i I -----+- -+ ~ --- ! I I'-0 a \\ + 0 .... <O V, ' -... u. I ' I 0 0 ,, ~ -I \\ 0.. I V, . ::2 I ' "' 00 I I o_ I \\ ~~ I I ' ~ ' I I \\ I I I I ' I :1 I ---f -- 1 16+00 8'' PVC Ol' <O 0, + "' ..-, ' <( I I-' fj) ·, ' (/\ ~ \ \ V, ' ,-1 fj) I 35 \ 3 \ \_~ \ \ I '\ ', ' I 'I ' \1 \ \ \ \\ -i- I -~---- ! -I ! -!-- ' ' ' ' I ' I i .: I I i ' -1-- 17+00 GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. I I : ' I -: ,. I i --~-----: - \ ----------- -.---------.I----- 8" PVC I i ------------! -' I -I ' -------_I I I_ I_ i _. i I -' I --0 ---+-+---i---'-+---1 0 r I ! -i i I ! -_I - i -_L. ! I ! ' I ! I • -' I ' I I I t ---: -l- 1 ' ! ' J_ I --I_ i 18+00 19+00 20+00 21+00 PROFILE SCALES ... I DIAL TOU !FREE 1-800-422-413~, AT WIST 1WO OAYS BEFORE YOU DIG UNDERGROUND SFRVICE ALERT OF SOU1HERN CALIF'ORNIA \ 0 ioao.so "1\ ~ rt\ DOMESTIC WATER CONSTRUCTION NOTES HORIZ: 1" = 40' VERT: 1" • 8' ® INSTALL 8" PVC CL 150 W/BEDDING PER IR'MJ STD. W-11 {8) INSTALL 8" TEE W/THRUST BLOCK PER IRWD STD. W-12 @ INSTALL 8" GATE VALVE PER IRWO STD. W-7 ill @ CONSTRUCT F.H. ASSY. WITH 6" RUN PER IRWO STD. W-5 @ INSTALL 1" SERVICE CONNECTION PER IRWO sm. W-1 @ INSTALL BENO -l: PER PLAN AND THRUST BLOCK PER IRWD STD. W-1 ~ CONSTRUCT TEMPORARY BLOW-OFF JO.SSEMBL Y PER IRWO sm. W-9 I REMOVE END CAP ANO TEMPORARY 8LOWOFF ANO JOIN 'O -~"\tn::r, i SANITARY SEWER CONSTRUCTION NOTES 11\ -' @ INSTALL 8" PVC SEWER MAIN W/8EOOING PER IRWD STD. ., ,; C3B639 3-31-01 ~~ S-5 _. C:, £;/, CONSTRUCT 48" PRECAST SEWER MANHOLE PER IR'MJ STD. Iii" "P' /4\ ~ S-1 . .-\:::::~ ~LI:, ~ ·..,,, 0 (@) INSTALL 4" PVC SEWER LATERAL PER IRWO sm. S-6 & S-9 ~ 0 CONSTRUCT 48" PRECAST SEWER MANHDLE W/"T" LOCK PVC ~ & LINING AND WELDED SEAMS PER IR'MJ STD S-1. (@ ADJUST SEWER MANHOLE TO FINISH GRADE. RECLAIMED WATER CONSTRUCTION NOTES ® INSTALL 6" PURPLE PVC CL 200 AWWA -C900 W/ BfDDING PER IRWD STD. W-11 @) INSTALL 6" GATE VALVE PER IRWO STD. W-7 (@ CONSTRUCT ENO OF LINE TEMPORARY BLOWOFF PER IRWO STD. W-9 {§) INSTALL 8"•6" REDUCER PER IRWD STD. W-12 L'l', (§} REMOVE END CAP ,\NO TEMPORARY BLOWOFF ANO JOIN @ INSTALL 2" RECLAIMED WATER METER PER IRWO STD. W-2 @ INSTALL 6" 90° BENO W/THRUST BLOCK PER IRWD STD. W-12 NOTE: CONTRACTOR TO VERIFY WITH CONSTRUC FINAL LOT CONFIGURATION ANO CURB EL TO INSTALLING ANY SERVICES. ,/ _ ' ' ' . ' . ' • .,:) 1 ' ·' ,~ ~1ill:i 5 •· ":5,>':c-f_N\ - ".,.,.C:~OF Cf\ __ ,,---, ORANGE COUNTY PLANNING I: DEVELOPMENT SERVICES SEWER I: DOMESTIC WATER PLANS A PORTION or TRACTS 15400 LINE "C" STA. 10+00.00 TO STA. 20+34.00 ii ~Pv~l !~~~~E~~!~~lt!~~; NO. REVISIONS DATE PREPMED UNOER CARLOS A. Pl NEDA 7,!_98 SHEET THE SUPEIMSK:IN OF 9 RCE C38639 DATE 5 lln,lor, lnlne, CA 92818-2711 (949)830-680! DESIGNED RJB DRAWN RJB CHECKED SCALE DATE DWG NO 16 CAP AS SHOWN 7/98 • t R. . ,-p .. Lt. _., µa C' □ ., I ,!-I . , ' '' ' ' i: ' _i·' i \" -1 - ' " I • ' I I I t, --;··- 1. I ' '' ' I I· I '' ' ' I , _i.._:: • Hi I I ,I I -1- FOR CONTINUATION SEE SHEET NO. 9 11°15' BEND ST STA 35+28.70 .cl / 1/ ,-,,.- / ·/ -'/ ;?:~ 0 Cl' *~~f-¥,i-lfJW,.(/ row 65 1°15' BEND 36 N 2165991.1 E 6084684. 22°30' B N 1 E 60 11°15' B 1071.00 NOTE· CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER FINAL LOT CONFIGURATION AND CURB ELEVATIONS PRIOR TO INSTALLING ANY SERVICES. . i. • ~•I I ' 0.488 4.579 I • I --. ,-' ! .J 1' I I I. I ' ' ' 1: ,l r i I 1 O' EASEMENT \ \ I ' i - ' ·F - , I ! --~,:'-' --.. ' ' I --1 - ' I "• / •' i-l , -.. _-1 •.. 1 I• • • . i ' " ' :_ -'+~ -·-1-7 :_ ':,i I --', -_'. '.°: I • I WATER 59 1073.50 60 1073.00 ' ·I .. ' ' ' ' I • ' :c I () I I') , I') It) N 02 b) (0 _J + w ,- N 1- U) I u' m .i , .. I ··I • I L.:..:..:. l J ' L _ _:_J_-. i: -: -.; N LO I"; 0 '° -N -+ )g '<t -"' _J <( w I- I/) --1 -! f • ! I I I ' I I 1 • t • -1· [ ' . ,, . ' -:·1 .... ,,._t I I 8 NN oO +,,; 0"' -o -~ ...J U') w FINISHED . SURFACE •rOVER CL OF SEWER I - , _.-,- -~-----. --- ' . ..-,,,---- ..J <( w f- U') 8" VC _·i I I 30,79'. LF 8" VCP !144.521 [F; ' ,8" VCf" 177.88' LF i-'--+--~-----+--------l _j,_ "l -.'.: ,_:___~ -. r. ! i '-: 66 1069.00 65 65 TA 11+45.4 1071.00 C/O /.\ 63 N 165909.174 l.!.). E 6084681.w·r 1062.00/INV LINE 64 72,00 LINE BEARING LENGTH LI N38°37'11'E 1-----=l---...:..:.:=-L 2 N51 °22' 49'1,,1 34,37 51,39 L3 N62.37'49''-' 4L31 41.30 LS L6 l----+-~-c7+--------"-'----11----'-~-I ,&, L9 3 LIO 44,44 i---+-=L:.::12=+-_~N.:,.::16,...0::,:0 7'-' :.:11,.,.::'E:.i-_.::.5::.:1, 7C...:3'--I\ Az L 3 N17"37'49'1,,1 36.46 !..£:,. Ll4 2 l----+--'L"-15c.+-_.c.Ncc16:c.•~o 7c...'.cc2.c.4 '--''v/+--_-=2:.::1 '=12::.n t;.2 Ll6 N06°22'49''v/ 42,79 ££'!. •• i ( IN FEET ) I incb = 40 ft. ,f . ' ' 8" VCP E -LINE " -r- LINE \ \ \ \ \ \ \ \ \ 6 "[)" CURVE TABLE & / '/ • +o''~ vo ' I 59 1073.50 60 1073.00 N r-') "-.. <(6~ 61 ',"",, ' :, 073.00 "' '-- 3 \ "D-2" CURVE DELTA RADIUS LENGTH TANGENT Cl C2 C3 C4 (C5 , .. I 09•51-ss· 280,00 30°02'05' 464,00 13•25'41' 198.50 52°291 Sh" IG8,50 39'~5'02' V 180.00 . . 43.33 21.71 243.23 124.48 46.52 23.37 lElLB 97,89 ·124,36 V 64,78 DIAL TOLL FREE 1-800-422-4133 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SER'IICE ALERT Of SOUlHERN CAL\f'ORNIA C38639 3-31--01 ,. ii ~Pv~I !~~!~E~~~~lt!~~~ 5 Wriiley, !nine, CA 11281B-2711 (949)830-6801 ., ' ' .... 1. .. LINE 'D-2'' PROFILE SCALES HORIZ: 1" = 40' VERT: 1" -8' DOMESTIC WATER CONSTRUCTION NOTES @ INSTALL 8" PVC CL 150 W/BEDDING PER IRWD STD. W-11 @ INSTALL 8" DIP CLASS-50 WATER MAIN PER IRWD STD. & SPECIFICATIC (8} INSTALL 8" TEE W/THRUST BLOCK PER IRWD sm. W-12 @ INSTALL 8" GATE VALVE PER IRWD STD. W-7 fil@ CONSTRUCT F.H. ASSY. WITH 6" RUN PER IRWD STD. W-5 @ INSTALL 1" SERVICE CONNECTION PER IRWD sm. W-1 @ INSTALL BEND 'il PER PLAN AND THRUST BLOCK PER IRWD STD. W-12 @) CONSTRUCT BLOW-OFF PER IRWD STD. W-3 @ CONSTRUCT TEMPORARY BLOW-OFF ASSEMBLY PER IRWD STD. W-9 @ REMOVE END CAP AND TEMPORARY BLOWOFF AND JOIN RECLAIMED WATER CONSTRUCTION NOTES (@l INSTALL 6" PURPLE PVC CL 200 AWWA -C900 W/ BEDDING PER IRWD STD. W-11 @ INSTALL 6" GATE VALVE PER IRWD STD. W-7 ~ REMOVE ENO CAP AND TEMPORARY BLOWOFF AND JOIN ® INSTALL 2" RECLAIMED WATER METER PER IRWD STD. W-2 SANITARY SEWER CONSTRUCTION NOTES @) INSTALL 8" VCP SEWER MAIN W/BEDDING PER IRWD STD. S-8 (gl CONSTRUCT 48" PRECAST SEWER MANHOLE PER IRWD STD. S-1. INSTALL 4" PVC SEWER LATERAL PER IRWD STD. S-6 & S-9 INSTALL 6'" PVC SEWER LATERAL PER IRWD STD. S-6 & S-9 ADJUST SEWER MANHOLE TO FINISH GRADE. ORANGE COUNTY PLANNING & DEVELOPMENT SERVICES NO. DESCRIPTION REVISIONS DESIGNED RJB /20 3/31 SEWER I: DOMESTIC WATER PLANS A PORTION OF' TRACTS 15400 LINE "D" STA. 21 +68.05 STA. 24+27.27 PREPARED UNDER THE SUPEFMSION or CARLOS A. PINEDA 7 /98 RCE C38639 DATE SHEET 10 DWG NO 16 -:-------------------------------------------------------------------------------------------------------------.l ___________________ , __ L _____________ _Jl.£D~RA~W~N!,...IIRJll!BI.,.. CHECKED Ci'P SCALE AS SHOWN .. DATE 7/98 (S _L I I i .., I ' ' I ' I ' ' ' ' I , L ! i I 1-J I I ' ' F11LE I -' - i ····t--· I I 33 i ' i f---'----l--'-i _-~,'------'-----L~----,----+_j-+-_-_---_-_.J_i_---+: --+--_ _j:_---i--L__----l-----l-"-1--: l m o 00 0 ci ci .N. --0 ~ t.O + .o _JO -Wz ;:,; :r: i Ct' ::;c (/) - I I ' _-_ ! i I ----I I , I -----1 ' ----.. -----·t I -, - I -, -i--r, ' ' I ---.I ' .1---.,_- _ ....... J.----I I l ! I l -j _,,#·_,,..~ 8""~D"W1 ~ I I I -j LI E "B" 10+00 ~ ~ ' ... "' 0 ;;;:~ -,- 0 N .... "' r--"' --0 0 -- I -_, I ! I --1 11+00 37 I ' ' ' ., f--z i5 (L _.J <t: \d !z W'· 0 12+00 36 -1 I i I i 1----!-- ! J,-!- ,.;------'--'~ I ---. ' ! ----.--· ,_ .. ' __ _i__~----- 13+00 • r I I I I I I I I ' I I I 1,--------- !· - ' --·----! i .. l ---I ' ' ' 1__ ______ I I I ---J ___ l ___ _ I __ --~-!---+ 14+00 ' ' I I I I I I I I I I I I I I I I I I 33 35 : 1' I I I I I I ! 'II 34 I ' ~,,,, )'~ ~~t<4h ,1i~ I ~.>"~~ \ B" OW 1017.56 INV. (6" RW) 1016.56 TOP 1025 0 1016.41 INV. 8" OW 1015.50 TOP OF SD DOMESTIC WATER CONSTRUCTION NOTES ' / ,.., / ,-.. '.,: I Io, ' I+ I IO + 1 1N I I Iii I I t5 Iv, I I • I ' I I I 35 I I I I 35 I I 'I ® INSTALL 8" PVC CL 150 W/BEDDING PER IRWD STD. W-11 Q3} INSTALL 8'' TEE W/THRUST BLOCK PER IRWD STD. W-12 @ INSTALL 8" GATE VALVE PER IRWD STD. W-7 QJJ CONSTRUCT F.H. ASSY. WITH 6" RUN PER IRWO STD. W-5 & @ INSTALL 1• SERVICE CONNECTION PER IRWD STD. W-1 @ INS,TALL BEND <l PER PLAN AND THRUST BLOCK PER IRWD STD. SANITARY SEWER CONSTRUCTION NOTES @ INSTALL 8" PVC SEWER MAIN W/BEDDING PER IRWD STD. S-5. INSTALL 8" VCP SEWER MAIN W/BEDDING PER IRWD STD. S-8 CONSTRUCT 48" PRECAST SEWER MANHOLE PER IRWO STD. 5-1. INSTALL 4" PVC SEWER LATERAL PER IRWD STD. S-6 & S-9 & AD.JUST SEWER MANHOLE TO .FINISH GRADE. W-12 ' -, ........ "-... ............. .... -.. --.... - I I I I I I <O 0) o:j "' + ,-.. ~ V) Iii ,.., "' <D + ,-.. -~ Ill Iii ',._ -------- --.... _ -..__ > .... , ........... _ r--z / I,{) -/ --.::"?--.. ~ + 8 I + --.. --;:::: \ lo, --........__----...._ CJ) I 1- c:( -I 1 r' 0 I 1<C If) I I I 13 1029.0 I I ' ' ' I I I I I I I '\ \\ 5 -N r--z "' -~~ N ~g (/) -12 I I I I I ' I I I 32.5 1 I I I I 5 RECLAIMED WATER CONSTRUCTION NOTES +o "' 00 -r-' <C N ,-0 V) - 11 037.5 @ INSTALL 6" PURPLE PVC CL 200 AWWA -C900 W/ BEDDING PER IRWD STD. W-11 INSTALL 6" GATE VALVE PER IRWD STD. W-7 CONSTRUCT END OF LINE TEMPORARY BLOWOFF PER IRWD STD. INSTALL 6" TEE W/THRUST BLOCK PER IRWD STD. W-12 INSTALL 2" RECLAIMED WATER METER PER IRWD STD. W-2 W-9 - rr, ,-.. ' . > "' z 00 -+o ..., 00 -,::; <C ..., ,._ 0 If) - co ~ ol' ,,; -,-1 rr, .,., oa 10 -7 039.5 \ 'I 63 I~ LINE 9 2.5 "B" I--I ' I t---------- ' i -~--;--1---- 1 15+00 <t "8" 16+00 0 <D ' -> "' z N -+o "' 0 -' <O j::!: 8 (/) - STREET 8 046.0 __ : --- i 8" Pile I ' _, i ' 16+00 60 15+00 i I. I 1 ~ V) I -J_ - ' ' - 73.78' LF -8"' PVC I ' I ---__ , +-- ...J <l. We-(/) 17+00 30 -~ \ \ \ I -0) !Ji ro 4 _J r-w (/) 29 00 ----:::-::-:-~---1_ __ _ ,,; N t0 +-,-. ' -~ ~ :c V) "' --14+ O ~- GRAPHIC SCALE 20 40 80 160 i I I ___ I i ' '· I I U') 0 tri "' <D -+ ciN z ' :r:i ::;c (/) I j__ . - FINISHED SURFACE OVER CL OF SEWER ; -----' J -=_.!-- ------- ---' I I ! -----l--' - i : ' I i ! i ' I . -. I . -----, i ! - -_;_ 296,60' LF 8" VCP 18+00 28 I l)IAL TOLL FREE 1-800-422-4133 ' \ --- 19+00 36 3 1063.0 I i j I -~------'+ ---·-I I -------!------1---1 ' ' + 0) + 0 .. -.. 0 ii; z I.LI. w Cl} "' -5 ~~ 36 2 1065.0 I \ I \ . ,-,--i 1-V i_ I ! -i U') ' "' b . 00 N . N Ol + ..,. 0 ON - U') "' ' c.6 o' NO +c:i 0"' NO ...J <( <( ....J w I-I-w (/) (/) i ----i 20+00 1 65.0 a, I I I I :ll ;? 0 ' -' \1 \. 1\ \\ u wco 0) ,..._ ,..._ ci ' '° to +-o_, NW 93.21' LF 8" VCP -· - -! <D ti) m-_..,. +...: -"' NO ti) ,,,o o-. <O N+ U')-ON - ci......J w 1- >-w "' [/) tfl 0 . .,., ti) N <D ' +N -U') NO ,-w (/) 3' 41.52' LF 8" VCP -I -,--·-! 21+00 PROFILE SCALES HORIZ: 1 • • 40' VERT: 1• • B' LINE TABLE LINE LENGTH BEARING LIO 57.50 Ns4·oo·oo·'w' Lil 108.09 N36 ·oo·oo·E Ll2 50.84 N09"23'44"'w' Ll3 77,78 N05'58'I6'E Ll4 56.63 N5I°22'49'1J us 36.50 N54 'OO'OO"'w' U6 129.09 N36 'OO'OO'E Ll7 50.84 N09'23'44''w' LIB Li9 54.22 N51'22'49"\J L20 26.00 N36'00'00'E L2I 118.09 N36 'OO'OO'E L22 50.84 N09'23'44"'w' .J L23 77.78 N05"58'16'E L24 91.30 NS! •22• 49''w' L25 34.67 NS! '22' 49'\J L_26 60.58 N5I °22' 49''w' L27 17.74 N06 '22' 4 9''w' L28 50.66 NI 7' 37' 4 9''w' L29 52.08 N28"52' 49"\J L30 50.64 N40'07 '4 9''w' L31 51.06 NS!' 22' 4 9'w' L32 55.48 N62'37'49''w' CURVE TABLE CURVE DELTA RADIUS LENGTH •ANGEN" C5 45° 23' 44" 388.50 307.81 162.50 C6 15°22·00" 611.50 164.00 82.50 C7 69°17'42" 238.50 288.45 164.82 C8 11°56'37" 261.50 54.51 27.35 C9 45°23'44" 398.50 315.73 166.68 C10 15°22'00" 601.50 161.32 81.15 C11 69°17'42" 248.50 300.54, _ 171.73 C12 11°56'37" 251.50 . 52.43 26.31 C13 45°23'44" 409.50. .324.45 171.28 C14 18°34'14•• 590:50 191.39 96.54 C15 15°33'19" 400.00 108,60 54.63 -. CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER FINAL LOT CONFIGURATION AND CURB ELEVATIONS PRIOR TO INSTALLING ANY SERVICES. ORANGE COUNTY PLANNING I DEVELOPMENT SERVICES SEWER I DOMESTIC WATER PLANS A PORTION or TRACTS 15400 LINE "e• STA. 10+00.00 TO 21+68.08 Ar I.EAST 1WO DAYS BEFORE YOU DIG ii ~~I !~~~~E~~l~~l~!~~~ NO. DESCRIPTION APPR DATE REVISIONS fllREP>.RED UNDER n<E SUl'£RYISIOH ~ CAALOS A. PINEDA 7 /98 RCE C38639 DATE SHEET 11 UNDERGROUND SERYICE ALERT •)f" SOUTHERN CALIFORNIA ( IN FEET ) I inch = 40 -rt. 5 'lrl&lef, lnine, CA 112616-2'111 (949)830-6601 DESIGNED RJB SCALE />S SHOWN DATE 7/98 DWG NO 16 / "' CJ -, / 0 ' I • ' • ' 1-· - NO. C2 C4 C5 C6 i ' ! I_ _j ___ , ill . I I ' : ! -~~-------- 20+00 CURVE TABLE /', RADIUS 07°45'32" 444.00 27.°44'55" 444.00 41°41'07" 25.00 88°57'03" 125.00 . ; LENGTH 60.13 176.29 18.19 194.06 i L 2'1+00 LINE '' A'' LINE TABLE TANGENT t,!R RFARl"r:: "''"1ANf:E 30.11 ~L2 N 86°56'04"E 47.11 89.32 L:, ~,, or <+J t. I U. _JL 9.52 L6 N 70°41'07"W 27.19 122. 7 _ L7 N 12'32'48"W 18.67 LB N 86°56'04"W 5.80 L9 N 51 '22'49"W 29.29 L 10 N 12°12'22"w 22.00 85 76 71 HYDRAULIC DATA Q 25 DIA. De Ve Sc LINE STATION (cfs) (IN.) n (ft) (fps) ( ft) A 20+ 72.50 TO 22+48. 79 14.13 24 0.013 1.37 6.10 0.0057 A 22+53.29 TO 23+19.44 3.22 18 0.013 0.68 4.11 0.0052 A 3 1+02.35 TO 1+18.67 2.23 18 U.Ul j 0.56 3.67 0.0050 A-4 1+01.83 TO 1+27.19 0.99 18 u.u·1.; 0.37 2.91 u.0049 A-2 10+02.47 TO 10+46.63 12.50 18 U.Ulj 1.45 6.45 0.0077 A 2 10+51.13 TO 10+70.87 ', h> 18 O.OU 0.91 4.90 0.0059 A-2 10+ 74.87 TO 12+96.22 1.60 18 0.Ul3 0.43 3.14 0.0049 A 2.1 1+1.43 TO 1+9.00 3.85 18 U.UU 0.75 4.36 0.0054 A-2.2 1 +2.25 TO 1 +23.33 7.04 1S 0.01.J 1.04 5.32 0.0063 . On Vn Sf So (ft) (fps) (ft/ft) (ft/ft) 0.61 17.40 0.0040 0.0950 0.32 11.70 0.0009 0.0950 0.22 13. 72 0.0040 0.2034 017 9.02 0.0040 U.1230 0.87 11.82 0.0040 0.0353 0.54 9.49 -0.0345 0.26 6.26 -0.0345 0.35 12.18 -0.0920 40 I 0.89 6.37 -0.0100 L / / / / -___ .--.-----~ ==c..e~=~ -= 77 ~ --~\;::~~~:j.s-¥J,,/1/ 1/~ ~------===:;-~ ~ ~ \ <t. s RE!MV cou~l' \\ \ \ \ LINE "A-2'' GRAPHIC SCALE DIAL TOLL FREE 1-800-422-4133 20 40 I_I 80 160 l~~~I ( IN FEET ) 1 inch = 40 ft. AT LEAST TWO DA'YS BEIFORE YOU DIG UNDERGROUND SERI/ICE ALERT OF SOUTHERN CALIFORNIA I • i • ' ' i ' -i I ~ - Li1:i. ' I L ... I . .. -;· ---~---- ' 1 i I __ •• __ l_L.:--1---1--·· .... j·_· _,__~1-_~-1-----<j--- . -_, __ _ L" __ ----_· ___ I I • L ' ~~. ~ "1 ' 8~ C---~ ---+ rt) i =~ E <i-'t - <[,_ tcl l-. . (/) llu • 21.02/ L ' ! I • PROFILE SCALES HORIZ: 1" = 40' VERT: 1" = 8' STORM DRAIN CONSTRUCTION NOTES @ SUPPLY AND INSTALL 18" RCP, D-LOAD PER PLANS @ SUPPLY AND INSTALL 24" RCP, D-LOAD PER PLANS @ CONSTRUCT INLET TYPE II PER PFRD STD. PLAN NO. 1302 @ CONSTRUCT JUNCTION STRUCTURE TYPE I PER PFRD STD. PLAN NO. 1310 & @ CONSTRUCT JUNCTION STRUCTURE TYPE IV PER PFRD STD. PLAN NO. 1313 @ CONSTRUCT INLET TYPE V PER PFRD STD. PLAN NO. 1305 @ CONSTRUCT SLOPE ANCHOR PER PFRD STD. PLAN NO. 1333 @ CONSTRUCT CONCRETE COLLAR PER PFRD STD. PLAN NO. 1317 @ JOIN EXISTING @ CONSTRUCT CATCH BASIN CURB SUPPORT 'ER PFRD STD. PLAN NO. 1306 I>.. ~ SUPPLY ANO INSTALL 4" PVC SCHEDULE 4c DRAIN PIPE L!;G ._,_, SUPPLY AND INSTALL 8" PVC SCHEDULE 40 DRAIN PIPE cJ) SUPPLY AND INSTALL 12" PVC SCHEDULE 40 DRAIN PIPE ORANGE COUNTY PLANNING I: DEVELOPMENT SERVICES ii ~Pv~l ~~~~!E~~l~~ 5 Wrigley, Irvine, CA 92610-2711 {949W NO. UPDATE STREET NAME, ADDED DRAIN °1PE DD SD LINE "A-2 DESCRIPTION 5/11 APPR DATE REVISIONS )ESIGW. STORM DRAIN IMPROVEMENT PLANS A PORTION OF TRACTS 15400 LINE "A" STA. 20+72.50 TO STA.. 23+19.30 LINE "A-:-2" STA. 10+00.00 TO STA. 13+22.22 PREPARE. THF.' sur NDE1l SI0N OF CARLOS A. PINEDA RCE C38639 DATE 7/98 DWG NO 6/99 DATE SHEET 12 16 / "' C 1 ] I ' -i ' • ' I ' i I i I • ' ' I I I ' ! -- ' .. - ' ' NO. Cl C2 C3 C4 _,_ t . ,_ - l ' I ....... i ----+ I ' r L 1·- 1 • I --1----·-·-·+--, I_ __ !--t-+-+-+--+--+--'-+.,.,.+~--'-f-l- : ·---1 i j- ' ' . I . --i- i -T I I T --, -_! - CURVE TABLE I D. RADIUS LENGTH TANGENT 19° 30'07" 90.00 30.63 15,47 40'50'28" 22.50 16.04 8,38 36°25'39" 150.00 95.37 49.36 35°49'28" 295.00 184.45 95.35 -,-- ' i 1 ' ···_]~_ .. - ' I ! I - . .:_ ' NO. L1 L2 L3 i i ' -' : i I ' I -_I_ -' I ' ' -• 1 , I j I , I I ' -T -: __ ( !-- ' ' '\. LINE TABLE BEARING DISTANCE Q 25 N 35°06'10"W 148. 77 N 38°47'20"E 28,08 N 79°37'49"E 8,26 STATION (cfs) 5+54.42 TO 7+25.07 64,76 7+29.57 TO 10+09.21 54.27 1+02.47 TO 1+52 37 12.95 DIA. De (IN.) n ( ft) 36 0.013 2.76 36 0.013 2.49 24 0.013 1.31 I ' I I I ' I 0 0 0 '° + !fl e" VJ 84 HYDRAULIC DATA Ve Sc Dn (fps) (ft) (ft) 8.86 0.0059 1.82 8.35 0.0055 1.10 5.93 0.0055 0.92 6+00 6+00 Vn Sf (fps) (ft/ft) 14.46 0.0090 23.19 0.0062 9.12 0.0062 7+00 LINE "B-1" 72)---'""--'-'.___,""'-L--.- STA. 1 +08.26 74 So ( f\/ft) 0.0203 0.0812 0.0172 BC -u CD 40 86 t;:; 77 LINE 8+00 u oc: Q. e" l/) 9+00 ---------------------------- ', , __ -~ MARCIANA S . -------- "B'' GRAPHIC SCALE 0 20 40 80 160 ~ ~ N "' 0 + 0 10+00 r DIAL TOLL FREE 1 ·-800-422-4133 I -~-~-~-..i---1 __ 1 l __ ___,I AT L[AS'f lWO DAYS BEFORE YOU DIC ( IN FEET ) inch -40 fl. UNDERGROUND SE~C~ ALERT OF SOlffilERN CALIFORNIA - I . l- J •-- I ' i i ' ! ' ' ! i ' ' ! ... -----:--1··-- ---------.---+ I ! .! t i ' ' I I i--i I -·---- ' I _____ _ --,- --! -- i i ---- i i ! ' I i ~-i ~ -i --J- ! i i-t I I j --·-· -t I I ~--· ' ,-~---~--------i-1 ~e--+------'--'---1 ' --+ I I I I ' I I I I ' , l i ! I I STORM DRAIN CONSTRUCTION NOTES PROFILE SCALES HORIZ: 1" = 40' VERT: 1" = 8' ® ® @ ® @ @ SUPPLY AND INSTALL 24" RCP, D-LOAD ,, PLANS SUPPLY AND INSTALL 36" RCP, D-LOAD ~£R PLANS SUPPLY AND INSTALL 36" RCP WlTH EXTRA COVER (MIN 1 1/2"), 0-LOAO PER Pl CONSTRUCT JUNCTION STRUCTURE TYPE I PER PFRD STD. PLAN NO, 1310 REMOVE INTERFERING PORTIONS OF EXISTING DRAINAGE cACILITIES JOIN EXISTING @ CONSTRUCT. TEMPORAr<Y DRAINAGE INLE PfJI PFRD STD. PLA~• N0.1330 (L=7') SUPPLY AND INSTALL 8" PVC SCHEDULE 40 DRAIN PIPE SUPPLY ANO INSTALL 12" PVC SCHEDULE 40 DRAIN PIPE ii ~Pv~l ~~2~~E~!~~ltl~~~ 6 Wrigley. Irvine. CA 92618-2111 (t~9)630-6/l01 NC UPDATE STREET NAME, ADDED DRAIN ~IP!c DESCRIPTION REVIS: ORANGE cou:1, 'Y PLANNING &: DEVr-DPMEi,. SERVICES STORM DRAIN IMPROVEMENT PLANS A PORTION OF' TRACTS 15400 LINE -"9• ~54.42 TO STA. \RLOS A. Pl NEDA 238639 10+09.21 6/99 DATE SHEET 13 i-:D:_::E::S:_::IG:'.:N::E:_D.=;;:::KH=; ___ :_J DWG NO j 16 ( /sv,ttd-~) ' "' c 'I , ---·--. ----+------·-··-- - - -I ,----------- ! -- ! I I --1 - ! i I -1- 1 -l---------I I _j ---· -• I J ~l i ,_ --_,i _L -1 ~-.A --·--1 ' . I I -------1-------- ' i l CURVE TABLE NO. 6 RADIUS LENGTH C1 43"45' 10" 45.00 34.37 C2 23"03'03" 255.00 102,59 C3 56"56'56" 255.00 253,46 -C4 90°34'57" 22.50 35.57 cs 02" 30'03' 1744.00 76.12 C6 31°57'02" 45.00 25.09 C7 14°17'50' 45.00 11.22 TANGENT 18,07 51.60 138.31 22.73 38.07 12.88 5,64 71 LINE TABLE NO. BEARING L3 N 36°00'00"E L4 N 29"07'30"W L5 N 64°00'00"W L6 N 41 "47'29"E L7 N 48"19'31"W LB N 32"2/38"E L9 N 36"00'00"E L 10 N 54"00'00"W L11 N 08"17'48"E ' '' ' ' ' ' '' '' ' ' ' ' '' '' -- ' ' 77 DISTANCE 25.12 36.93 23.47 38.29 27,06' 19.74 76.13 2.76 15.4 7 ' ' '' '' ' ' -, ' ' ' ' ' '' ' ' ' ' ' ' ' ' '' ' ' ' ' ' ' ' ' ' ' ' ' '' ' ' '' ' ' ' ' -' ' ' ' ' STATIDNS 10+09,21 TO 10+22.53 10+27,03 TO 10+47,04 10+52.54 TO 11 + 70.00 11 + 70.00 TO 15+33 81 15+'J0':;!1 Ill 1i;;;;+t:J•.,--.,.-, 15+ 73,88 TD 15+87.89 15+92.39 TO 16+50.00 1 +02.71 TD I +25.12 1 +01.81 TO 1 +36.93 1 +OJ,82 TD 1 +38,29 1 +01,88 TD 1 +27.06 1+02,47 TD 1+1.74 ' ' ' ' ' ' "~'- Q 25 (cfs) 54.2 40 31 24,9E 24,91 21.1 16.0 9.3 7,76 7.98 4.13 5.21 6,91 I I I I I I I I I I I I ' I I I I I I I ' 1 ' I ------( I !ji -=--~-~----\ ----------~ M}: 24+0 LINE ''B'' HYDRAULIC DATA DIA, De Ve Sc On (IN.) n ( ft) ( fps) (ft) (ft) 36 0.013 2.49 8.35 0.0055 1.08 36 0.013 2,05 7,7 0,0054 1.21 24 Q,013 J,76 8.5 0.0110 1.16 24 0.013 J,76 8,5 0.0110 LOO 24 nnn 1, Cc; 7 " n MA"-1 1 L 24 0.013 1.44 6.6 0 0066 0,98 24 0.013 1.09 5.3 0 0051 0,73 18 0.013 1.10 5.50 0,0065 0.46 18 0,013 1.11 5.53 0,0065 0.52 18 0,013 0.78 4.48 0,0055 0.37 18 0.013 0.88 4.82 0 0058 0.38 18 0,013 1.03 5.29 0.0063 0.42 Vn (fps) 23.18 14.9 13,3 16,0 " 1 10.4 09.0 17 02 14,51 12,09 14.55 17 08 I I 'f' ,' I I 11 I I I I I I ,,, ,'I I I I I / fl I I I I I I ' ' I I I I I Sf ( ft/ft) 0,0062 0.0035 0.0122 0.0122 n nru:n 0,0050 0,0017 - - - 15+00 I 77 So (ft/ft) 0,0812 0,0305 0.0305 0.0495 n n '11 0.0211 0.0211 0.1337 0,0847 0.0850 40 0 ~---0.1211 0.1482 I ·+ .. ---. l -· --- ' --1 I I . -:------! I i j__ L -f _L i I I ' ! I ' ' I I I I ,..----!·----r l I ...... ,.--. 1--- I i , ____ -I- i i -• i --I i ....... ;... .. ....'--·_I __ --,-----1· .... - I. - I i i ... --L. --i _I. .. _- l i ------·r·· -f i - ' i ! -_l___ __ _,_-'--'------'--- 16+00 STORM DRAIN CONSTRUCTION NOTES @ SUPPLY AND @ SUPPLY AND INSTALL INSTALL 12" RCP, RCP, D-LOAD D-LOAD PER PER PLANS fl', PLANS @ @ SUPPLY AND INSTALL 24" RCP, D-LOAD PER PLANS CONSTRUCT CONCRETE DOWNDRAIN TO PIPE TRANSITION PER PFRD STD. PLAN NO. @ SUPPLY AND INSTALL 36" RCP, D-LOAD PER PLANS @) SUPPLY AND INSTALL 36" RCP WITH EXTRA COVER (~~II~ 1 1/2"), D-LOAD PER PLANS @ CONSTRUCT INLET TYPE II PER PFRD STD, PLAN NO. 1302 @ CONSTRUCT JUNCTION STRUCTURE TYPE I PER PFRD STD. STD. PLAN NO. PLAN NO. 1310 1317 @) @ @ ® @ CONSTRUCT CONCRETE COLLAR PER PFRD CONSTRUCT CATCH BASIN CURB SUPPORT PER PFRD STD. PLAN NO. '1306 CONSTRUCT, TEMPORARY DRAINAGE INLET PER PFRD STD, PLAN N0,1330 (L=7') SUPPLY AND INSTALL 12" RCP WITH EXTRA COVER (MIN 1 1/2"), D-LOAD PER PLANS JOINT EX. CATCH BASIN & 77 <t_ OCEAN HEIGHT DR. 77 & (Z) C) SUPPLY AND SUPPLY AND INSTALL INSTALL 8" PVC SCHEDULE 40 DRAIN PIPE 12" PVC SCHEDULE 40 DRAIN PIPE DIAL TOLL FREE ' i 5 __[_ ! ' ---~--i ·-·~L _1-. __ • ' ' ' i -1· r---··--;:-__ .) __ _ ' i -- i l --- 1 I , l i , __ I_ J _ ' ----i--I -I I i I I ' ••• _j_ t --i -1--·-i----· , -l i - - ' ' -i -· _, I I i I -r - I I ' I I r i C - -i" : I - - --r i --! -' ' ' ' - -i i ' i i l i I i i r -+- --J_ _ _L I ' __ ... t .. _J ___ _ I ---I --I I __ J I ---J I _, I ' i t i i i L - -r 1- ,- -------· ·-" L I ---1-- f-----,-·-- ' _·J ' i - --1 -l ' I -1--i ' l PROFILE SCALES HORIZ: 1 " = 40' VERT: 1• = 8' j__ I --: I -1 -- ' I---, I ' l ORANGE COUNTY P!,,ANNING &: DEVELOPMENT SERVICES STORM DRAIN IMPROVEMENT PLANS A PORTION OF TRACTS 15400 LINE •e• GRAPHIC SCALE 1 ·-800-422-4133 20 40 80 160 UPDATE STREET M NAME, ADDED _ 0+09.21 TO STA. 16+50.00 1----------------1 AS DRAIN PIPE Lill. ADD 12" SD LINE 11/11 i-,;;;;;;;;.ii------+--+--+-----------------..1 I_\ 1 ___ __,I ( IN FEET ) inch ~ 40 ft Ar I.EAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERI/ICE ALERT OF SOUTHERN CALIFORNIA ii ~Pv~l ~~~!~E~~!~~lt~~~~ 5 Wrigley, Irvine, CA 92618-2111 (949)630-6801 NO DESCRIPTION APPR DATE REVISIONS DESIGNED KH DRAWN .. PREPAR£0 UNDER THE" SUPERVISION OF CARLOS A. PINEDA 6/99 RCE C38639 DATE -.. ......, ..... -..;.;;...,;;.;;.;.;.;;.... __ ;;;..;;.;,,.i ".f DATE DWG NO 7/98 SHEET 14 16 -----------------------------------------------------------------------------------------~;:::;:::_~:::::::::::::::::::;:::::::::---------__ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_::----.:--~---_;---,---,---~---~---_-;:_-;:_-_-_- i I , -----; .. --. - 1---- . I • .. I • -1 -' i . ! J_ ' i 1--- . L I t I . --t ' f ----•-' ---.. I. .. i 16+00 w z -..J I - ! - I - I I -I.·-- -- 17+00 ' I I I I I I I I I I I I I I I I I I I I I I I I I I II I I' I I I I I I ' 18+00 19+00 00 <( II :,e U1 ~ _j ~ V > (.) (/) :::c: s:t (.) ... I-. <CO :EZ -------lE -~---;·;;-~~~~~~~~~,..-=·=·=--=·=::::~:~4-'===-=~~~~=~::=r_= ___ =_=_=_=_=_::1_~-==--=-'=_:.: __ :::_=_~::=;~~~=-:·=-:--------~ NO. L1 L2 L3 L4 L5 L6 L7 NO. C1 C2 C3 C4 LINE TABLE BEARING N 20°27'24"W N 70°00'40"E N 23°57'07"W N 36°00'00"E N 36°00'00"E N 37°58'17"E N 81 ·oo·oo"E I 1- 0 w ow . :::c: O(J) LO +w U)W ... Cl) <( 1-(J) :t-:ro ~ C--=-f ------I\ \ \\ ·0-. I I I I I I I I I I ' I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I ', I ') I I I I DISTANCE 37.16 19.76 26.18 8.78 84.62 15.48 15.66 CURVE TABLE !!. RADIUS LENGTH TANGENT 05°22'23" 1744.00 163.55 81.83 13'10'56" 405.27 93.24 46.83 59'57'07" 22.50 23.54 12.98 42'33'27" 405.00 300.82 157. 73 \ I HYDRAULIC DATA STATl□ N Q 25 DIA. De Ve Sc Dn (cfs) (IN.) n ( ft) (fps) (ft) (ft) 16+50.00 TD 20+47.01 9.34 24 0.013 1.09 5.3 0.0051 0.73 1+00.00 TD 1+37.16 2.31 18 0.013 0.57 3.71 0.0050 0.23 1 +OD.DO TD 1+19.76 7.36 18 0.013 1.07 5.40 0.0064 0.86 10+00,00 TD 10+58.50 14.02 24 0.013 1.37 6.08 0.0057 069 10+58.50 TD 14+43,94 8.83 18 0.013 1.18 5,74 0.0068 0.70 1 +00.00 TD 1 +15.48 5.81 18 0.013 0,94 4,99 0.0060 0.38 1+00.00 TD 1+15.66 8.83 18 0.013 1.35 5.74 0.0068 0.65 20+00 Vn Sf So ( fps) ( ft/ft) (ft/ft) 09.0 0,0017 0.0211 13.25 -0.1787 6.97 -0.0123 14.63 0.0038 0,0591 10.90 -0,0357 16.17 -0.1460 12.07 -0.04 70 21+00 \ 0 \ C!~\ "" CJ \ <D II\ \ + _J\ \ 0 \ ' -:::j-~ \ \ , I \ <( 0 I \ 1--z \ \ (f] \ \ CD I I U \ I I I _J I I U I \ I I \ ' I I 76 I \ ' I I I 85 I I \ I I I I I \ I I. I ! I ··--------------~ -~-I _J _J _J r r --+++.@Ji'-'4-!!!iil.J..l+-+-+-+---+-----"--+--"-+-- .. ! i . l ! i ' STORM DRAIN CONSTRUCTION NOTES @ SUPPLY AND INSTALL 18" RCP, D-LOAD PER PLANS @ @ ® @ &, CD a:, 1302 SUPPLY AND INSTALL 24" RCP, □-LOAD PER PLANS CONSTRUCT INLET TYPE II PER PFRD STD. PLAN NO. CONSTRUCT JUNCTION STRUCTURE TYPE I PER PFRD STD. PLAN CONSTRUCT CATCH BASIN CURB SUPPORT PER PFRD STD. SUPPLY AND INSTALL 4" PVC SCHEDULE 40 DRAIN PIPE SUPPLY AND INSTALL 8" PVC SCHEDULE 40 DRAIN PIPE GRAPHIC SCALE . --;- ' I --I I i. Ht; ' ' -------+--+-~ ·_ .l------- ----i __ --I ' 10+00 ' .. I I I I I I I I 1, I, I I I I I I I I I I I I I I I ' I I I I I I I I I I ' I '1 I I I I I I I I I I I I I I I u w 0 '° OJ "' + a I I ~ I I~ ------==t.:,:cc\~ w N " m -sf-+ 0 i (/) -- 77 N n 00 ro 71 + • 0 -N - w z :::J Q) SUPPLY AND INSTALL 12" PVC SCHEDU(J: 40 DRAIN ,PIPE 20 40 80 160 I .•.r-!_I I ___ ____JI 11+00 u OJ -.L . DIAL TOLL FREE ! ' i i 1··--l , I L I f I 1 l I I •-i ·L_; +--1-~-'-'l-_-· ---1 I --f ' ' I - l FIN1S.14ED•--S8RF¼CE I dL OF STORM _L__ ' ' • I ' I ! i ' ! • 1 i 12+00 i i .. t i • i 1--- 1 1 ·-800-422-4133 1--------- AT LEAST lWO DAYS BEFORE YOU DIG r11 ~rsl ~~~~~E~~y,. ( IN FEET ) 1 inch = 40 ft. UNDERGROUND SERI/ICE ALERT OF SOUlHERN CALIFORll:iA 5 Wrigley, Irvine, CA 92618-2711 1 ' ' ! ---t---r- l _ -+ ----:-~·i-i I I r\, ~ I - -I_ I I I ., . i ! -' !· -i - -----~------~-1--11--+-_J--!, r i I ' ' ' i I -_! 297.3 LF 1---, L -- '8" i?CP 15ilO-:bJ! ' I I I ' ' I ! ' I i t --I i . _, . _, . I I I ' : I . -I I --: ----1 I : : 1·· ·--~ I -· I \ ! 13+00 'NO UPOATf ~AMF Df· ~£[-- ;'! j .J., I I -I _L i [J ' 14+01( r • 0 -I fl w :z :::J 71 > z -, 0 ' ! . I. I I .1 . j ! •·t· r . ! i----+ I I [· I I • I , I I i j ' I oo, , -~......... coit--•f---·-! I 4 o!_ ! ' ! i ,_ <if ,;--, 1 H _JI <I) w! i ! . -1 I I ' ·-' I _J ' ' i • ' I !·- PROFILE SCALES HORIZ: 1" = 40' VERT: 1" = i!!' r"1 N CTl II + _J "' _J u ORANGE COUNTY & DEVELOPMENT SERVICES DRAIN IMPROVEMENT PLANS A PORTION OF TRACTS 15400 LINE •9• 6+50.00 ro STA. 20+44.76 LINE "B-2" 1+00 00 TO STA. 14+43.94 ·R . '.a or CARLOS A. PINEDA RCE C38639 )ATE 7/9c DWG NO 6/99 DATE SHEET 15 16 C1 04°31'57" 1744.00 137.96 69.02 1----------------------------------'----------L.....~.--,-Y',1('. LJ 5400-B) I I ----------------------------------------------------------~-------------------~-=~~--------------------~~---. ------------~ (j) I I I FIRE @ "\ \ \ \\ p'// //~~-~ \ ~ ~ • Fl RE / 7 : • , ~::,~-'\,,,_ ~ HYDRANT,//, ,1 •, 't , ~//~1,, // ,, ,, !I '"' ~ I , Y ~ ( I/ \, ~" @ l! /~~~-•,. ~ ~ ' !/ @ ,11/// ,,,, ,, I ''J I '~ -------~':1 -/j Ill I @ /I/'. "'~~~"' ""' "' -----!---. / / \, '-I I 11 :,, -- I / ", /11/ /// --...,._ / @ / ; I I I I / / I / I I .--4 -_:/ -----~ /2 / ~// I CONSTRUCTION I\JOTES @---INSTALL OCFA FIRE LANt SIGN PER APPROVED OCFA FIRE MASTER PLAN SR#48531 AND DETAIL HEREON >-----INSTALL "BEGIN NO PARKING IN CUL-DE-SAC" FIRE LANE SIGN PER APPROVED OCFA FIRE MASTER PLAN SR#48531 AND DETAIL HEREON 0--ftJSTALL "END NO PARKING" FIRE LANE SIGN PER APPROVED OCFA FIRE MASTER PLAN SR#48531 AND DETAIL HEREON NOTICE NO PARKING IN MARKED ZONES: ~ ; I I I , I VIOLA TING VEHICLES WILL BE CITED OR TOWED AT OWNER'S EXPENSE SHERIFF (949) T/0-601l CNC 22658A eve 22500.1 ----® --0 ---@ ------© A1--- B 1----i Bl---' B l-------' BEGIN NO PARKING IN CUL -DE-SAC TOW AWAY ZONE eve 226558A eve 22soo.1 0- B i-----,-i FIRE LANE END NO PARKING TOW AWAY ZONE eve 226558A eve 22500.1 CD "NO PARKING" SIGN N.T.S. @ BEGIN "NO PARKING IN 2c-=-=-=--~~~'-'-- CUL-DE-SAC" SIGN. N.T.S. ~ END "NO PARKING" SIGN N.T.S. NOTES: A. THE WORDS "FIRE LANE" SHALL BE WHITE REFLECTIVE ON RED BACKGROUND AND NO SMALLE~ THAN TWO (2) I1\ICHES IN HEIGHT. B. LETTERING SHALL BE IN RED ON WHITE REFLECTIVE BACKGROUND, NO SMALLER THAN TWO (2) INCHES IN HEIGHT. C. LETTERING SHALL BE IN RED ON WHITE REFLECTIVE BACKGROUND, NO SMALLER THAN ONE (1) INCH I1\J HEIGHT. D. THE SIGN SHALL BE NO SMALLER THAN 12 INCHES WIDE BY 18 INCHES HIGH. E THE SIGN SHALL BE SECURELY MOUNTED FACING THE DIRECTION OF TRAVEL AND CLEARLY VISIBLE TO ONCO'v1ING TRAFFIC ENTERING THE DESIGNATED AREA. SIGNS SHALL BE OF DURABLE MATERIAL AND INSTALLED PER ATTACHMENT 10. F. SIGI\J SHALL BE OF DURABLE MATERIAL AND CONSTRUCTION. CD FIRE LANE SIGN DETAIL 1....------ N.T.S. ORANGE COUNTY ~ "' "S" PLANNING & DEVELOPMENT SERVICES IMPROVEMENT PLANS DIIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG ~ (J y ~ • NO. C38639 EXP. 3-31-01 A PORTION or TRACTS 15400 F'IRE LANE SIGN A ADD SHEET FOR '2.'> FIRE lANE SIGN SHEET 16 16