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HomeMy WebLinkAboutR_5746_S---------------------------------------------------------------------------------------------------------=- I J--+--~--------h-A~ .. "\,L~~--YD -I ,. 2. 3. 4. 5. NOTICE TO CONTRACTOR \ PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICES AlERT-HAS BEEN-CONTRACTED-AND ___ -- HAS PROVIDED INQUIRY 1.D. # ________ _ 2. THE UNDERSIGNED AGREES TO CONTACT ANO OBTAJN AN INQUIRY I.D.# FROM UNDERGROUND SERVICES ALERT (800) 422-4133 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. \ SIGNED ________ _ DATE ______ _ GENERAL NOTES:, ALL WORK SHALL CONFORM TO THE MOST CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, THE W.A. T.C.H. MANUAL, CALTRANS STANDARD SPECIFICATIONS AND THE WORK AREA TRAFFIC CONTROL HANDBOOK. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE INSPEC- TIONS (714 724-6500) AND 'Jfl,IE CITY OF IRVINE TRAFFIC OPERA- TIONS (714 724-7649), AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CIW OF IRVINE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE TIHE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 13. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY TIHE CITY ENGINEER OR TIHE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE TIHOSE IMPROVEMENTS IN ACCORDA'JCE WITH THE Cl1Y OF IRVINE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE NEW SEWER LAl[RALS CONSTRUCTED AND TO STAMP THE CURB WITH AN •~ ABOVE THE NEW LATERAL INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. 8. IT SHALL BE TIHE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH '-IIJE OF THE STREET WITH THE APPROPRIATE LETTER: "E" FOR EDISON, "l" FOR TELEPHONE, ETC., WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE AflDED TO IMPROVEMENT PLANS. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTIHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE AJLERt (U.S.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 11. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, 0°□RM DRAIN, PIPE, MANHOLES, SIDEWALK, ETC.) SHALL o~EXTRA STRENGTH CONCRETE Will-I 7 SACK TYPE II CEMENT OR 6-SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE, FLY ASH ADDITIVES AND/OR SUBSTITUTES SHALL NOT BE PERMITTED. 12. CONTRACTOR SHALL OBTAJN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 13. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 14. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER. SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. THE FOLLOWING SIGN SHALL BE POSTED AT ALL STREET INTERSECTIONS AND TRACT ENTRANCES. MAJNTENAliCE OF TIHIS STREET AND RIGHT-OF-WAY ARE DEVELOPER RESPONSIBILITY. DEVELOPER -------------------PHONE ----------- THE SIGN SHALL HAVE 'S' HIGH (MINIMUM) LETTERING AND MUST BE INSTALLED PRIOR TO ANY OCCUPANCY DEVELOPERS SHALL REMOVE SIGNS AT THE TIME OF CITY ACCEPTANCE OF STREET IMPROVEMENTS. 16. :;TREET CONSTRUCTION AND IMPROVEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY TIHE CITY. 17. ALL WORK WITHIN STATE RIGHT OF WAY AND TRAFFIC SIGNAL WORK SHALL CONFORM TO CURRENT CALTRANS STANDARD SPECIFICATIONS. 18. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT EDITION OF THE UNIFORM BUILDING CODE AND STANDARD SPECIFICATION . FOR PUBLIC WORKS CONSTRUCTION. , 19. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE TIHAT ALL PIPES WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 21. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY TIHE ENGINEER. 22. PURSUANT TO SECTION B771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION, THE CONTRACTOR SHALL PAY A REGISTERED LICENSED LAND SURVEYOR OR ENGINEER TO RESET SUCH MONUMENTS, UNLESS OTIHERWISE SPECIFIED OR DESIGNATED. CONSTRUCTION PLANS FOR THE IMPROVEMENTS IRVIN( ------------'I'"/_ ----,------::.===t====t=;;J,',r::-""~'-~·-;::::=1!;==== I 8 V 18 .. - - ------------ ------------------- . STORM DRAIN NOTES: OF TRACT 15409 ,. 2. 3. 4. 5. 6. 7. 8. A. B. C. D. E. F. G. H. I. J. K. STATION SHOWN AS THUS 10 + 00 I ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFlCATIONS OF THE STATIE OF CALIFORNIA LATEST EDITIONS. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAILS SHOWN ON SHEET. (STD PLAN 318) UNLESS OTHERWISE SHOWN. THE CITY OF IRVINE INSPECTION DEPARTIMENT SHALL BE NOTIFlED AT LEAST TWO WORKING DAYS (4B HOURS) PRIOR TO START OF WORK AT 724-6500. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. ALL FILL MATERIAL SHALL BE COMPACTIED TO 90% RELEATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHOD 216 F. ALL MATERIALS TIESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. IRWD WATER NOTES: THE WATIER SYSTIEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATIER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. THE DISTRICT ENGINEERING OFFlCE SHALL BE CALLIE□ FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK A_T (714 453-5300 OR (714) 453-5615. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTIED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITIE 48-HOURS PRIOR TO START OF WORK. THE WATIER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 5D-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW TIHE FINISHED STREET SURFACE AND 4~-:;~CHES BELOW • FlNISHED STREET SURFACE ON ALL PRIMARY AND 'SECONDARY STP.<.t:. TS. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4--INCHES ABOVE THE CONCRETIE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, C-900 PVC, UNLESS OTHERWISE NOTED. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATIER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTIED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. WHERE METERS AND METER BOXES ARE LOCATIED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METIERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. L. NO METIER IS TO BE PLACED WITHIN ANY SIDEWALK OR 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 UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITIH TIE DOWNS FOR ALL VALVE LOCATIONS. P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING WA TIER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTIRUCTION. Q. FlNAL INSPECTION FOR WATERLINES MUST INCLUDE WA TIER SAMPLES THAT WILL BE TIESTIED FOR CONDUCTIVITY, TURBIDITY.A ND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. 1. 2. 3. 4. 5. 6. 7. 8. 9. i a. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. LIEGAL DESCRIPTION: IN THE CITY OF IRVINE, COUNTY OF ORANGE, STATE OF CALIFORNIA BEING A SUBDIVISION OF LOT 16 OF TRACT NO. 15317. BEING A PORTION OF BLOCKS 56, 57, 91 AND 92 OF THE IRVINE'S SUBDIVISION, RECORDED IN BOOK 1, PAGE 88, OF MISCELLANEOUS RECORDS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. IRWD SEWER NOTES: 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. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. THE CONTRACTOR SHALL OBTAIN A CITY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (714) 453-5300 OR 453-5615. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSTRUCTION WORK. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTIEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. STATIONS SHOWN ASl □+oo. □olARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. TI-lE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PRIVATIELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE CITY OF IRVINE. INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTIRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TIESTS. PIPELINE LEAKAGE TIESTS SHALL BE MADE IN TIHE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETIED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE, ANO THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. ALL SEWER MAIN LINES 6-INCHES AND LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN. CURBS SHALL BE INSCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER LATERAL. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS. 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 TIRENCH OR AS DETIERMINED BY THE DISTRICT INSPECTOR. THE DF.VELOPER SHALL SUBMIT WRITTEN RESULTS OF COMPACTION TESTING TO TIHE DISTRICT BEFORE ACCEPTANCE. IF IN DEDICATIED STREET OR FUTURE STREET, COMPACTION WILL BE AS REQUIRED BY GOVERNMENTAL AGENCY HAVING JURISDICTION, BUT NO LESS TIHAN 90% RELATIVE COMPACITON. DISTRICT WILL INSPECT AND TEST MAIN LINE SEWER ONLY. SEWER LATERALS FROM THE MAIN LINE OR PROPERTY LINE TO BUILDINGS THAT ARE PRIVATE WILL BE INSPECTED AND TESTED BY THE CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT. -. ' BRYAN eve . S~NTA ~ I C • 0 " > \ M □LJLT□ M OS i'1AFl:lf.E COP:/' " > < :, I " ; - I 1 ,,, -. -.. -'!' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. H!:LICDPTCR AIR STATION BAAFl:ANCA PA THE EXISTIENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTIECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. BENCH MARK: COUNTY OF ORANGE BENCHMARK NO. 3S-41-91 ELEVATION = 203.548 (NAVD88/1995 OCS ADJ.) Fl: VAY AT TIHE NORTHWESTERLY PART OF THE INTIERSECTION OF MACARTHUR BOULEVARD AND FORD ROAD, SET AT TIHE SOUTHEASTERLY CORNER OF A 4 FT. BY 8 FT. CATCH BASIN, 410 FT. NORTIHERLY OF THE CENTERLINE OF FORD ROAD, 53 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BL VD. BASIS OF BEARINGS: THE BEARING SHOWN HEREON ARE BASED ON TIHE BEARING BETWEEN ORANGE COUNTY SURVEYOR HORIZONTAL CONTROL STATIONS "GPS NO. 6241" AND "GPS NO. 6242" BEING N79"51' 48"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. GE0TECHNICAL ARM: NMG GEOTECHNICAL, INC. 17791 MITCHELL, SUITIE D IRVINE, CA 92714 TEL: (714) 442-2442 ATTN: HA YIM NINYO EL T□Ra NARINE CORPS AIR STAT!IJN . , \ TFl:ABUCO • VALNJTA~I RD I "-.::~ ATS.SF' RAILR Atl ) i ~ ~ • ~ J Q?[J,/J'· • h, tNCIA •vc IRVIN"" CENTER DI!: I" f~ ~Bt£'w,ii- r ~\ !!rJul r0:v 11,, '•<>-;;,~ Qo ,• " • ' < r----... _____ __,, ~PROJECT SI~) 'BONITII. CANYON CITY OF IRVINE LOCATION MAP SHEET INDEX . . If I DESCRIPTION DESIGNATION NO. - TITLE SHEET, NOTES, LOCATION MAP-------T 1 INDEX MAP AND ESTIMATE OF QUANTITIES--D1 2 TYPICAL SECTIONS AND DETAILS D2 ,, 3 ' STREET IMPROVEMENTS--------------ST1-ST6 SEWER ANO WATER------- ------ ------ ------ ----------SW1-SW6 STORM DRAIN --- -- -- ---- ---SD1-SD3 4-9 LEGEND BLOW-OFF ASSEMBLY /ilR RELEASE VALVE GATE VALVE DOMESTIC WATER LINL: FIRE HYDRANT WATER PIPE BENDS THRUST BLOCK -SEWER & MANHOLE PLUG RECLAIMED WATER LINE STORM DRAIN PIPE STORM DRAIN INLET RIGHT-OF-WAY TRACT BOUNDARY STREET NAME SIGN STREET LIGHT 10-15 16-18 --DW------0 -Dw:i!!!:! ---<OGV --DW------- ,1!1,FH ---n(<I~ -s---oM!i- - --RW- C:::J R/W ---- -------------------~ NOJE: ALL METAL PIPE AND FITTINGS SHALL BE PROTECTED PER IRWD STANDARD SPEC:FICA TION SECTION 15056. PLANS PREPARED FOR: CALIFORNIA PACIFIC HOMES 1 CIVIC PLAZA, SUITE 275 NEWPORT BEACH, CA 92660 TIEL: (714) 719-3000 CONT ACT: JON ROBERTSON f I I -- C ~ . " 0 "' ' ~ ~ ,,. ~ I I I I , I I I I I I I I I D m 0 " 0 m D m • z C < m " 0 ' ~ ~ ~ D 0 $ ~ z C < m m D 0 ' ~ ,,. D I! I ~7 ' ~ I a , I • .., .... i '" n ,,. la D " ~ ~ ,; z I D 6 n D ~ ~ a z . " ii '" n ,. C ~ D " " ,. ~ i I D r □ n □ " ~ 0 ~ D z • :ii z '" n ,,. C cl " z " ~ ~i i D ~ ti lJ g _::_:~ i ~ PLANS PREPARED BY: DRAWN BY V.N. DAlE Cl)~lmD l...1 ~I ; ~ IRVINE RANCH WATER DISTRICT PROJECT NO. 'fl, :, , ~ APPROVAL OF DOMESTIC WAlER, RECLAIMED WATER IMPROVEMENT o, LANS :c _J DOUGLAS BENDER AND ASSOCIATES 4/28/97 C-:>nsultlng Clvll Englneer1; DESIGNED BY DAlE. /3\ 2-G-,8 REVISE HANDICAP /<.AMP ON SI-IT. 3, 5 t 8. ADD HAIJDICAP R.AMP 0/J SHT. fo, 229JS MILL CREEK DRl'vE. SUllE A (714) 586-0086 I.AGUNA HILLS. CALIFORNIA 92653 FAX:(714) 586-5866 R.L.B. 4/28/97 & 47~u11,;; . (J _ 28884-MC s, ~ (2: p,,, c£ C~ ¾slv7 ;::J ,_ --~ .,,, r.~.J' ~.., ~ .:. ADD J. S. TVPE .Ir AND DELETE M.H. SHAF'T OIJ SHT. IG:>. . . s~ffe APPROVED B .;1 DATE _::~,L:_-_.l!,;:)!r ✓~"&"~",,-),.._\ __ :tiJ,.'isl1,0•~~.,~/ TRACT 15409 ~ 8 / ORANGE COUNTY FIRE MARSHAL APPROVED BY~ \. ' I DATE SHEET T .,: z A/-:,,_ .-:-_// ,-_7 /.?Jtrj (FOR ARE HYDRANT LOCATIONS ONLY) ~ '. J, 'ir/rz,{f7 CITY OF IRVINE ~ ~ CHECKED BY DAlE 10-21-'>7 ADJUST 5EWER LAT. ON 5HT. 15 A1'1D REV. ",EWER LAT. fLEV, ON SHT. 10 f 15 9-5-97 RECL WTR, SYSTEM REVISED: SHEETS 2.AND 10~15 NO. DATE ' APP. DATE ~ -------f------------1 ':I). 0°'+1 ~ SUPERVISED BY ~~ DATE 0 DOUGLAS W. BENDER DA TE RECOMMENDED BY DATE l\ I _ , l _ d ,1., 1 ,.1 "1 OF 18 "-- 1..., c& • 4=1:t; .. "• 3.'"1-"1? -..l,ll'1U.~~fi':'-':· ~0!!·~·=:;~~·±;;1 ~,,,.~-,~"\k!l _____ ....J~~wlQ~lit..:J2~~1Q!;!b~~i]~~~~~~!l-----l---~!'!!!!!!'!!!!!_JILl<i!aJ R.C.E. No. 28946, EXP. DATE 3/31 /99 DOUG BENDER 4/28/97 -' APPRovw BY DAlE ~ u "DAlE COMMUNITY DEVELOPiv1ENT DEPARTMENT ~ u 268IPT.DWG D.W.B. 4/28/97 z C s: [D m :IJ 0 :IJ ~ z G) z C s: [D m :IJ 0 Il ~ z G) z C s [D m :I] 0 :D ~ z G) CONSTRUCTION NOTES AND QUANTITY ESTIMATE NO. DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 ~" 31 32 33 34 35 36 37 38 39 40 40 41 42 43 44 45 46 47 60 61 62 63 64 00 0/ uu 80 81 82 83 84 85 86 87 88 f\9 91 92 94 95 CONSTRUCT A.C. OVER A.B. PER APPROVAL OF CITY ENGINEER CONSTRUCT CURB AND GUTTER TYPE "D" /6" C.F.l PER CITY STD. NO. 200 CONSTRUCT CONCRETE CURB ONLY TYPE "B-1" PER CITY STD. NO. 200 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. NO. 201 CONSTRUCT SIDEWALK ACCESS RAMP PER CALIFORNIA TITLE 24, A.D.A. AND DETAIL ON SHEET D-2 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 303 CONSTRUCT CONC. DRIVEWAY APPROACH PER MODIFIED DETAIL ON SHT. 2 CONSTRUCT CONG. DRIVEWAY APPROACH PER CllY S 1u. NO. :.!04 INSTALL STREET NAME SIGN PER CITY STD. NO. 216 AND 216A INSTALL H.P.S.V. STREET LIGHT PER LIGHTING PLAN AND CITY STD. NO. 215 INSTALL STOP SIGN PER CITY OF IRVINE STANDARDS REMOVE PORTION OF EXISTING CURB AND GUTTER REMOVE PORTION OF EXISTING CURB RECLAIMED WATER I.R.W.D.) INSTALL 4" P.V.C. A.W.W.A. PURPLE COLORED C 900 CL 150 WITH BEDDING PER IRWD SID. NO. W-11 INSTALL 4" GATE VALVE PER IRWD STD. NO. W-7 INSTALL 2" IRRIGATION SERVICE ASSEMBLY PER IRWD STD. NO. W-2 ii". 1 ru□11c:1 RI nrk' Pi:-R IPWn STT1 f\ln W-1? INSTALL 4" X 4" X 4" TEE INSTALL FITTING AS REQUIRED ( ANGLIE PER PLAN) INSTALL Z" END OF LINE SERVICE PER IRWD s~o. NO. W-5. REMOVE PLUG & JOIN EXISTING 4" PVC RECL. WATER STUB LOOP RECL. WATER PIPE UNDER UTILITY USING 4 -45" FITTINGS. SAWCUT REMOVE & REPLACE EX. A.C. PAVEMENT REMOVE EXISTING 4" PVC STUB (43 L.F. l . AND 4" VALVE. AND INSTALL BLIND FLANGE AT EXISTING TEE SEWER (I.R. W.D.) INSTALL 8" PVC C900 CLASS 200 W/BEDDING PER IRWD STD. NO. S-5 INSTALL 8" P.V.C. SDR-35 WITH BEDDING PER IRWD STD. NO. S-5 INSTALL 4 P.V.C. SDR-35 SEWER LATERAL PER IRWD STD. NO. S-6 CONSTRUCT 48" MANHOLE PER IRWD STD. NO. S-1 CONSTRUCT 60 MANHOLE PER IRWD STD. NO. S-1 JOIN EXISTING 8" V.C.P. SEWER MAIN STUB CONSTRUCT SEWIER CLEANOUT PER IRWD STD. NO. S-9 INSTALL 6" P.V.C. SDR-35 WITH BEDDING PER IRWD STD. NO. S-5 DOMESTIC WATER (I.R.W.D.) INSTALL 8" P.V.C. C-900 CL 150 WITH BEDDING PER IRWD STD. NO. W-11 ltJ<:TAI I R" f'A.TF \/Al \IC' PFR IRWI) <:Tl) "'' 1'1 -7 INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. NO. W-5 INSTALL 1'' WATER SERVICE ASSEMBLY PER IRWD STD. NO. W-1 "l<:TAI I Tl-lRI l<:T ~, nn,, PFR 10\A/1' c;m •Ir> IA/ -1? INSTALL 8" X 8" X 8" TEE INSTALL FITTING AS REQUIRED (ANGLE PER PLAN) INSTALL END OF LINE BLOW-OFF ASSEMBLY PER IRWD STD. NO. W-3 REMOVE PLUG & JOIN EXrS 1. o ..-vc, DOM. WIR. ;:, ,UB STORM DRAIN - --- INSTALL 18" RCP PER CITY OF IRVINE STD. PLAN NO. 318 D-LOAD PER PROFILE INSTALL 24" RCP PER CITY OF IRVINE STD. PLAN NO. 318 D-LOAD PER PROFILE INSTALL 3D" RCP PER CITY OF IRVINE STD. PLAN NO. 318 D-LOAD PER PROFILE INSTALL 36" RCP PER CITY OF IRVINE STD. PLAN NO. 318 D-LOAD PER PROFILE INSTALL 42" RCP PER CITY OF IRVINE STD. PLAN NO. 318 D-LOAD PER PROFILE CONST. CATCH BASIN TYPE-I PER CITY OF IRVINE STD. PLAN NO. 300 ["W"=3.50' & "H" PER PLAN) CONST. CATCH BASIN TYPE-II PER CITY OF IRVINE STD. PLAN NO. 301 r"W" & "H" PER PLAN) CONSTRUCT JUNCTION STRUCTURE TYPE-I PER CITY OF IRVINE STD NO. 306 CONSTRUCT JUNCTION STRUCTURE TYPE-II PER CITY OF IRVINE STD NO. 307 CONSTRUCT JUNCTION STRUCTURE TYPE-IV PER CITY OF IRVINE STD NO. 309 CHIP OUT OPENING TO ACCOMMODATE FOR NEW PIPE. REMOVE EXISTING 48" CSP & RISER AND JOIN 42"RCP TO EXISTING JUNCTION STRUCTURE PROTECT SEWER LINE IN PLACE INSTALL 10" PVC CONSTRUCT CONCRETE COLLAR PER CITY OF IRVINE STD NO. 310 TOTAL - 159,847 8.846 189 33.030 15 13 7,606 L,uuu 13 36 5 20 46 1 175 0 4 3 0 3 3 3 1 230 1 400 4,140 3 020 18 1 6 420 4,260 13 14 116 15 6 9 4 4 868 300 427 713 249 4 9 15 2 5 1 15 6 1 UNll - SF LF LF SF EA EA SF ;:,r EA EA EA LF LF LF EA EA FA FA EA EA EA EA SF LS IF LF IF EA EA IF EA EA LF EA EA EA EA EA EA EA EA LF LF LF LF LF EA EA EA EA EA EA EA LF EA ------- ffi • It 46' It 36' 5' 18' 18' 5' 2% - 2 WENTWORTH, WINTHROP. SHERWOQ;D AND PORTION OF ANONDALE-: N.T.S. 10.5' 4' 2 51.5' It 36' 18' <t. 18' 5' 2% l0 --' .. "' '@ PORTION OF L YNDH VRST ill 9-5-97 NO. DATE N. T.S . RECL. WTR. ELIMINATED FROM M0NTuOHERY, VICTORIA, REGENTS WHITEKP.Ll , ANOl'lbALE , l>AP.TM0UT!:f , AND SAE~W00ll REVISIONS (TRACT NO. 15517) (TRACT NO. 15317) STREET PLANS SHT. ST-5 SEWER & WATER PLANS SHT. SW-2 STORM DRAIN PLANS SHT. SD-3 STREET PLANS SHT. ST-6 STREET PLANS SHT. ST-6 --SEWER & WATER FLANS-SHT. -sw~3----- INDEX MAP SEWER & WATER PLANS SHT. SW-6 It 0 .. 4' 2% 57.0' 10.5' 36' 10.5' 18' <t. 18' 4' 1 TC-£-0.02' f5) 2.2% 2% 2.2% • . -. a°<> ~~,.,_n~_ ef. .~ .. ~{t"1> ' . "" '@ "MADISON, J)AP-TMOUTH, MONT<:rOME~Y REGENTS, WH{TEl-ll\LI-. , ANONDALE. VICTORIA AND WESTRIDGE N.T.S. STREET CONSTRUCTION NOTES It fe G)---CONSTRUCT A.C. OVER A.B. @-:--CONSTRUCT CURB AND GUTTER TYPE "D" (6" C.F.) PER CITY STD. NO. 200 @--CONSTRUCT CONCRETE SIDEWALK PER CITY STD. NO. 201 DRAWN BY: DATE V.N. DESIGNED BY: DATE ~ R.L.B. dif,./t? CHECKED BY: DATE D.W.B. ~1<0fESS10,i,: cfP ),~5 w. 8,s ~ <'] ;_g~<. ~ ~ .!:? Q ~ ~i!\ ~ No.28946 ::o * Exp.3/31/99 * "q~ CIV1\.. #-"<- or cA1.1~a PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES Consulting Civil Engineers 22936 MILL CREEK ORI'£ SUITE A (714) 586-0086 LAGUNA HILLS, CALIFORNIA 92653 FAX: (714) 586-5866 &/~ q /5/q1 DOUGLAS W. BENDER DATE R.C.E. No. 28946, EXP. DATE 3/31 /99 LEGEND = 11:at -= ...,. ..... ""' SHEET DESIGNATION TRACT BOUNDARY 59 • LOT LINE LOT NUMBER EASEMENT -DW·--DOMESTIC WATER WATER GATE VALVE WATER BLOW OFF FIRE HYDRANT SANITARY SEWER -DW'-- -DV,1-•--• ~ -s;--- -s-o--- -~::,----o SEWIER MANHOLE SEWIER CLEANOUT STREET LIGHT = = =SD= = STORM DRAIN -CATCH BASIN STREET NAME SIGN SCHEDULE LOCATION SlREETS N.E. CORNER MONT(,OME~Y & L '(NDHliRs:r S.E. CORNER WINTHROP & '.DAl'-TMOVftt S.E. CORNER MONT&OHE~Y& JlAl'-TMOUTlt N.W. CORNER WIESTRIDGE & JlARTMOVTH S.W. CORNER LY.NDHUf',ST & MONTG-OME.l'-Y S.W. CORNER WESTRIDGE & HARBOR VIEW NORTH S.W. CORNER ANOND~LE & HARBOR VIEW NORTH S.W. CORNER MADISON & HARBOR VIEW NORTH S.W. CORNER J1A'.DISON . & REGENTS N.E. CORNER .ANONl!Al-1= & VICTORIA S.E. CORNER MADISON & VICTORIA S.E. CORNER WIENTWORTH & VICTORIA N.E. CORNER WHITEI-\ALL & VICTORIA N.E. CORNER REGENTS & WHITEHALL S.W. CORNER LYNDHUR$T & 51-!ERWOOJ> TRACT 15409 PROJECT NO. 28884-MC INDEX MAP, CONSTRUCTION NOTES AND QUANTITY ESTIMATE CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT SHEET D-1 2 OF 18 268IP01 .DWG 0 m • ,::_ a ~ C " 0 a ~ ~ s: a ~ z CD !" n m l> II C I ~ D "' 2 ,, I I I I I I I I ~ I ,; 2 :i: □ 0 5 :Il 0 D n ~ s ~ □ "' ~ ~ ~ m D c ; ~ z e z a G) § ~ z z rn s m • D C " 0 a , ll s: ~ ~ z !" CD n m ,. II C I cl "' ,. ,, I I (\) ~ I ~ ..... ~ . I ..... I u I i ~ ~ I ~ I ' I \; 2 :i: D 0 5 II D 0 ~ s m D ~ g "' C ~ m D 0 ; ~ z z □ G) • f 2 " rn z • $ • = 0 C a ~ ~ ~ C ~ z CD _m n m ,. II C: I ~ D D 2 ,, I I I I I I I I :ii 1 H t- <1 ' ·~\ \; ~ z :i: "' □ 0 r 5 (!!, □ JJ D 0 ~ ..,, m D a. c~ ! ~ (/) ' ; ~ z w ::Ii -~ Q G1 0 :i:: -' 0 0 I.: g; 0 z < 0 0. (.) < z z < -' "" 0. 0 .... ::; < 0 -- 0 a) O'.) 0 0 0 + l!) - 174.28 TC 173.61 FL 173.94 EP 174.26 TC 173.76 FL 173.92 EP . ' 12· - u.: 0 "' "' () (0 --•• + ;::: (0 "' + -l!) -o.c. 5' 28.10' ,__ u.: co -0 <Xi N • + O'.) "' - o.c. 23.0' -- ""'(0 0 a) 0 0 v + 0 "' --N ,., 174.41 TC 173.74 FL 174.07 EP . 174.43 TC 173.93 FL 174.09 EP 12· !'!/ --"' u.: u.: N () ui () v • 'i,:, + (0 "' - o.c. 5' LOCAL DEPRESSION DETAIL LD-1 PER CITY OF IRVINE STD. NO. 303 (N.T.S.) 5' 5.5' 5' o.c. o.c. o.c. "' N 0 u.: u.: ""' u.: u.: a) -() co () N 00 co () "' () "' . N co 0 n 0 ,,; • ui <Xi ' O'.) (0 O'.) "in co "' <D -N N N "' + + + ,,; + + l!) 12· ~ l!) l!) 12"~ --"' -.__ - 173.90 TC 173.40 FL 173.56 EP 173.88 TC 173.21 FL 173.54 EP 173.89 TC 173.39 FL 173.88 TC173.55 EP 173.21 FL 173.54 EP LOCAL DEPRESSION DETAIL LD-2 PER CITY OF IRVINE STD. NO. 303 (N.T.S.) 5• 9.0' 5• "' n 0 a) O'.) O'.) ""' O'.) IX) u.: u.: 0 u.: 10 0 u.: 0 O'.) 0 <..i ui 00 0 () ui <..i 0 -0 N N --cri • + 'i,:, + " + fu + io lO 0 "' "' 0 "' "' + --" --,,., -12· 12· "in - 172.80 TC 172.82 TC 172.30 FL 172.32 FL 172.46 EP 172.48 EP 172.78 TC 172.79 TC 172.11 FL 172.12 FL 172.44 EP 172.45 EP LOCAL DEPRESSION DETAIL LD-3 § 0 0 0 0 + 0 - PER CITY OF IRVINE STD. NO. 303 176.81 TC 176.31 FL 176.47 EP 5' 12.0' °' v 0 ~~ ~u;~=~~ 0 U l'-(.)r4')(.)0l0 v l!) 10 N' +'+o+' vco oOJo -0 00 + -...... a.,.... S' 12· - 176.79 TC 176.12 FL 176.45 EP (N. T.S.) 5' 12· "' u.: 0 . ..;' 0 "' . + "' 0 176.88 TC 176.38 FL 176.54 EP 176.83 TC 176.16 FL 176.49 EP LOCAL DEPRESSION DETAIL LD-4 PER CITY OF IRVINE STD. NO. 303 168.44 TC 167.77 FL 168.10 EP 168.46 TC 167.96 FL 168.12 EP u.: 10 • ,.._o ui. 0 <D + 0 - LO 1/) • ll) ,....__ 1/) • ,-.... IJ... N ....-..: r-,. LL O O tr5 m ci U --u -+. + +' OCOOQOCO --. -r--,., (N.T.S.) 168.46 TC 167.79 FL 168.12 EP 168.49 TC 167.99 FL 168.15 EP "in 5' 9.0' 15.25' 5' LOCAL DEPRESSION DETAIL LD-5 PER CITY OF IRVINE STD. NO. 303 (N.T.S.) in "' -- 40 26' • 5' 9.0' 5' (0 IO u.: l!) u.: l!) ""' IO u.: l!) u.: r--r--N r--r-- ui () 0 () "' 00 O> () ..;' () o. --0 -N • + (0 + 'ro +" + fu + co 0 0 0 0 0 0 0 00 ---" --. 12" rd'_ 12" --'.'.)j I I \ \ I 168.46 TC 168.49 TC 167.96 FL 167.99 FL 168.12 EP 168.15 EP 168.44 TC 168.46 TC 167.77 FL 167.79 FL 168.10 EP 168.12 EP LOCAL DEPRESSION DETAIL LD-6 PER CITY OF IRVINE STD. NO. 303 164.21 TC 163.54 FL 163.87 EP 164.16 TC 163.66 FL 163.82 EP (N.T.S.) 164.37 TC 163.70 FL 164.03 EP 164.42 TC 163.92 FL 164.08 EP 12· 12" ~l -,__ ---r-- u.: "' u.: "' ""' "' u.: "' u.: v v v v "' () ..;' () . ill • () ui () v NoO 0 oi 0 -N N" • + • +1· + 'i,:, + w co O'.) (0 O> "' "' ~ "' "' v + --v --N N -r---,., r--+ 5' 16.0' 5' N -38.69' LOCAL DEPRESSION DETAIL LO-7 PER CITY OF IRVINE STD. NO. 303 (N.T.S.) 5' 12.0· 5' "' o.c. o.c. O'.) o.c. 0 ""' 10 00 u.: "' u.: Ol u.: st-u.: r---m <D 0 v () N () oi u ui () -() n l!) l{) lO r--" • ' + ' + 0 + ' + v "' co co <D N N 0 N N + ----N -12" 12· ~ 163.44 TC 163.81 TC 162.94 FL 163.31 FL 163.10 EP 163.47 EP 163.53 TC 163.73 TC 162.86 FL 163.06 FL 163.19 EP 163.39 EP LOCAL DEPRESSION DETAIL LD-8 PER CITY OF IRVINE STD. NO. 303 162.79 TC 162.12 FL 162.45 EP (N.T.S.) 162.85 TC 162.18 FL 162.51 EP in - 162.76 TC 162.26 FL 162.42 EP 162.83 TC 162.33 FL 162.49 EP in et:: Ol u w u.: O'.) u.: "' ""' IX) u.: O'.) u.: (0 v --<..i v co () ui () <Xi 00 () (0 -<D -ui 0 v v u l!) 10 ' + • + + 'i,:, + io "' v lO a O'.) 0 0 0 + + --10 --0 0 ,,., --,., 5' 5.5' 5' 13.29' LOCAL DEPRESSION DETAIL LD-9 PER CITY OF IRVINE STD. NO. 303 (N.T.S.) 5' 9.0' 5• 0 0 -w u.: 0 u.: 0 ""' 0 u.: 0 u.: 0 10 0 0 o· ui () 0) m ..;' () <..i aU rn o• 0 0 u --• + • +" + • + lO o"' 0 O'.) 0 0 0 O'.) 0 + --" --0 -1211 ,., 12" "in - 159.79 TC 159.81 TC 159.29 FL 159.31 FL 159.45 EP 159.47 EP J59.78 TC 159.79 TC 159.11 FL 159.12 FL 159.44 EP 159.45 EP LOCAL DEPRESSION DETAIL LD-10 PER CITY OF IRVINE STD. NO. 303 159.79 TC 159.12 FL 159.45 EP 159.79 TC 159.20 FL 159.45 EP (N.T.S.) 159.79 TC 159.12 FL 159.45 EP 159,81 TC 159.31 FL 159.47 EP 12· 1--+---t 12· -i.---i.-- u w u.: 0 • oO o• 0 co + 0 - 5' 9.0' 37.50' 5' 0 • 0...., "' 0 -. + <D 0 - LOCAL DEPRESSION DETAIL LD-11 PER CITY OF IRVINE STD. NO. 303 (N. T.S.) . 134.00' • 5' 5.5' 5' N -u.: l!) u.: 0 ""' LO u.: l!) u.: 0 r--a N N m LO () ..;' (.) N m Ol 0 ..;' 0 r--<D lO u l!) l!) 0 oi • + 'i,:, + " + 'i,:, + • 0 <D <D (0 <D N N l{) N N + --,,; --0) N + -12" 12" ,., -"' 1--'3j - ) I \ 159.39 TC 159.38 TC 158.89 FL 158.88 FL 159.05 EP 159.04 EP 159.37 TC 159.38 TC 158.70 FL 158.71 FL 159.03 EP 159.04 EP LOCAL DEPRESSION DETAIL LD-12 PER CITY OF IRVINE STD. NO. 303 157.46 TC 156.79 FL 157.12 EP 157.49 TC 156.99 FL 157.15 EP 12· u.: (.) <D u.: () io ~ "' ""' u.: ill 0 u l{) k ,,; (N.T.S.) 157.46 TC 156.79 FL 157.12 EP 12· 157.49 TC 156.99 FL 157.15 EP u.: (.) ' <D o·c o·c"' o·c 5' 5.5' 5' LOCAL DEPRESSION DETAIL LD-13 PER CITY OF IRVINE STD. NO. 303 (N.T.S.) I 4.0' 6.5' 8.33% /o· LIP 2% MAX --, .. SECTION D-D . "' co· 0 LL LL 0 0 • io (0 R=3.0' 'a 'a 1: 12 4' TYPE "D" &--,---,- (N. T.S.) 5' LL u ' 0 o• LIP INSTALL 24" CUT-OFF BARRIER PER STD. PLAN 222 SECTION A-A FLUSH WITH BACK OF SW LL ti u , ' 0 <D • m 5.0' R=6.0' 10.5' 6"CF B.C.R. TYPE "A" (N. T.S.) FLUSH WITH BACK OF SW 5'· 6"CF B.C.R. r~ FLUSH WITH BACK OF SW o• LIP INSTALL 24" CUT-OFF BARRIER PER STD. PLAN 222 SECTION E-E 13' f I 6' B' 6' ill 2%1 I 1: 12 -MAX. MAX. Ol 0 L: ' , (") (") -., .,, & TYPE "E" (N.T.S.) Ol • (") -., &©SIDEWALK ACCESS RAMP DETAIL N.T.S. NOTES: A-HANDICAP RAMP SHALL CONFORM TO TITLE 24 STD., STATE OF CALIFORNIA AND A.D.A. REQUIREMENTS. B-ACCESS RAMP SHALL BE CONSTRUCTED OF 4" THICK P.C.C. C-CONST. WEAKENED PLANE JOINTS 1" DEEP WITH 1 /8" RADIUS EDGES. D-ON THE LEVIEL SURFACE AT THE TOP OF THE RAMP CONST. A BORDER 12" WIDE OF 1/4" WIDE X 1/4" DEEP GROOVES 3 / 4" APART. E-AT THE BOTTOM OF THE RAMP CONST. NO LIP F-THE SLOPE OF THE CENTRAL PORTION OF THE RAMP SHALL NOT BE STEEPER THAN 2% G-THE SIDE OR "X" PORTIONS OF ONE RAMP SHALL NOT BE STEEPER THAN 1: 12 (8.33%). H-X=6' MINIMUM FOR 6" CURB. IN NO CASE SHALL RAMP SLOPE EXCEED 1:12 {10.00! TC 611 C.F. {9.58j FS {9.50! FL W=DRIVEWAY WIDTH 3' Pl TO Pl (VARIES) 3' 5'. LL a:: u . • u "' m FLUSH WITH BACK OF SW LL et:: Po <D • m R/W 4' MIN. 0 MODIFJ~~ED ~l~l~~R~~ ~D-~;.~~OACH 6" THICK P .C.C. APPROACH N. T.S. NOTE: APPROACH, CURB. & GUTTER ALL POURED MONOLITHICALLY {10.00! -SAMPLE ELEVATION PER PLAN FLUSH WITH BACK OF SW TYPE "B" (N.T.S.) 6"CF B.C.R. TYPE "C" (N. T.S.) 6.5' SECTION ·a a· I I Ii ' ' ( I I 1, \ D II ~ z [j) z C s: [D m JJ D JJ ~ z [j) z C s: [D m JJ ~.----- ~ :,: 0 r ' □ zW:el:oc, ,q'. 1-c,; 23 0 ...J ' :i:, :Cl [L.Q-;: ~~ ' ~ :v D JJ ~ PLANS PREPARED BY: • TRACT 15409 U) ~ ~ s; .. --.....,.---.-------------,-----------r----r---------,---r-----.J.....------------------,--------------------------,-------tW lzo :2 I ,----,, o I z [j) DRAWN BY: l----+----+-----------------------1-----1 V.N. DESIGNED BY: 1----+----+----------------------+----t T.E. 3 2/6/98 REVISED ACCESS RAMP DETAIL 5. CHECKED BY: J---.'NC...SO:..i.-+:.C,o-"'AC...:TE:..::..__+-...:....::.....:..:..::"--'-Cc::.=c::..=.....:..::..:c:::.R.,,cEVl=-=Slc:..:..:c.:ON=-s=--------+----1 D.W.B. DATE DATE DATE DOUGLAS BENDER AND ASSOCIATES Consulting Clvl Engineers 22936 MILL CREEK DRIVE. SUITE A. (7H) 586-0086 LAGUNA HIU.S, CALIFORNIA 92653 FAX:(714) 586-SS66 /Ld&½ DOUGLAS W. BENDER R.C.E. No. 28946, EXP. DATE 3/31/99 LOCAL DEPRESSIONS, DETAILS AND SECTIONS • CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT PROJECT NO. 28884-MC SHEET 0-2 3 OF 18 26BIPD2.DWG :c ...J (.) 0 i.:: ~ oz < 0' Q. 0' ' <Z -< • z _J 0:: 0. ' e ~ . -. -. . • • . . . . • i ! H ' . . . -. . . -. . . -. . • • -·-·- --t l I l --. . .. . . •-··t-.•. ,.· . . - 1....:. t. 0 . ;,; . . LJ c:,;:;, • ci - . --. . ---• .J -' . . -. . . ·- . --. T H •• . ·---1 .. . ' . . . -. -• . . . -1 - • _t. ··-.::r::.. - . -. . ' PROFILE SCALE . -. H 1 ·--r- . l r . • H H ' . . t ' . . . . 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TH • ; ' • • • • • • • • • ' • • • • • - • • • • • • -·_-• • • • • ' • • ' • ' • ' • ' • • ' • • ' • • • • J • • • • • • • • • • ' • ' • • • • • ' • • • • • • • ' • ' • • • • • • • • • t • + • • ' : • • • • • • • • : • ' : • : • : ♦ : : • : 0 : • : ' : "C : ' : < : • • j : • : • : • : • : : • : • : ' : : : • : • : O : • : : • : • ' ~ : • •: ~ • : • = . : • : : ' : ' : • • : • : : > : • ♦ • • : : • : .:• : • : > : : . . . • 13+00 ez1 c..i <ri ~ "' .,; II ;,: 0 < C i ~ m 0 <O ~ + a, II 61 81 . . . . . . . .. . . . . . . . ' ' . . .. -· . . . . . ' . . . ' . . . . . . . ... • • • • -• • ·:.. • • • • • ' • ' • • • • • • ' ' ••• ; • ' -• l • l •• -•• ' • • •• ' • • • • • • • • • • •••• -• ' • • H • • • • • • • •• ·--• ' ,_ 12+00 62 •' -..--:-...... •,·.-. ,•.·.·.· •,· ·.· ,•. ,' .. •.•,•,• .. •,· ·.•.-.•.•,·.· ... ·.·.·.· .. ·.·.·-•. _•,.-•_• LYNDHURST I 11+00 ,.; _, 0 "' TRACT I 10+00 No. 15317 IMP. PER 26485--TC ., 54 I I I ' //; I I 53 _..:.10:..;+..:.oo::;.O:.=O...:.Ci.:...:IN..:.T..:. • ...J\\1::::N.:.;;Til..:.R:.:cOP'--__ ,,f- =12+08.69 Ci. INT. DAR1MOUTH / I L., 52 - I I 10+00 I I 11+00 12+00 c..i <ri 8 c..i c:: a: ~ 13+00 B 85 86 HARBOR VIEW NORTH IMP. PER 26485-TC 111 I I I I 11' I I I I I I I I I I I I I I I~ I I 11 I I I I I I. I' I. 1: I' I; I: I' 1: Ii I L I' J, I I •-']i' I I I I I I I I ' I I 1: Ii [I • -. II ;,: IMP. PER 26485-TC CURVE DATA 7 MONTGOMERY STREET CONSTRUCTION NOTES @=--REMOVE PORTION OF EXISTING CURB @--REMOVE PORTION OF EXISTING CURB & GUTTER ®-=--INSTALL H.P.S.V. STREET LIGHT PER LIGHTING PLAN & CITY STD. NO. 215 @--INSTALL STREET NAME SIGN PER CITY sm. NO. 216 AND 216A @=--CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY STD. NO 204 (z)--CONSTRUCT CONCRETE DRIVEWAY APPROACH PER MODIFlED DETAIL ON SHT. D-2 ~CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 303 @--CONSTRUCT SIDEWALK ACCESS RAMP PER CALIFORNIA TITLE 24, A.D.A. & DETAIL ON SHT. D-2 ~CONSTRUCT SIDEWALK PER CITY sm. NO. 201 @--CONSTRUCT CONCRETE CURB ONLY TYPE "B-1" PER CITY STD. NO. 200 @=--CONSTRUCT CURB AND GUTTER TYPE "D" (6" C.F.) PER CITY sm, NO. 200 AND 222 G)--CONSTRUCT A.C. OVER A.B. WINTHROP DRAWN BY: DATE 1------1------1--------------'----------------+-----1 V.N. DESIGNED BY: DATE l---+----1----------------------+----I R.L.B. CHECKED BY: DATE NO. DATE REVISIONS D.W.B. HARBOR VIEW NORTH PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES Consulting Civil Engineers 22936 MILL CREEK DRIVE. SUJlE A (714-) 586-0088 U.GUNA HILLS. CALIFORNIA 92653 FAX:(714) 586-5868 /!.--it✓ /4 't/41/"t'i: DOUGLAS w. BENDER DATE DELTA RADIUS TANGENT A 90'00'00" 25.00' 25.00' B 89'59'54" 25.00' 25.00' C 3113'56" 100.00· 27.95' D 242'27'52" 38.00' 62.97' TRACT 15409 DARTMOUTH AND WINTHROP STREET IMPROVEMENTS CITY OF IRVINE R.C.E. No. 28946, EXP. DA TE 3/31 /99 COMMUNITY DEVELOPMENT DEPARTMENT LENGTH 39.27' 39.27' 54.51' 160.81' PROJECT NO. 2B8B4-MC SHEET ST-1 4 OF 18 26BST1,DWG I I -- \ ' I z C s: ID m :IJ 0 II ~ z G) z C ~ ~ :IJ 0 :IJ ~ z G) z C s: ~ :IJ 0 II ~ z G) -. -. . . . . . -· -. •-·--• . -·--•-·---·-·--•--, ·- . -. . --. . -- 0 H 1 . -. . t-.:. ! L . -. . . • ::. i -. . -; . -, . . -• + • • H • • ---•---•. • • __ , H. . . . . . . -. . . . . . H. • • . . , • • H • •·· , .. --·--. . . . . . -- t -. ' , •·· ·--• • • • • -· • • ·•--. ' : ___ •-•-... : ..... -t • ·_::.t. ___ -·-1 -1 • •--·--• • ·-, •• -• : • ; • • •-·, -t t· .-• • t --· • ·---·--·-• ~m ----,,•_~-;-::---.i-::::·-:;;~~::::~::::~::::7::::::----:--,-:j-.~::f::~f·::~-::------::-::--=~::7:0--=---:·------::-:-::: :=rihi~---::j~:=;~ij·~,· t'~ii'~i-·-:::1·:--t-·t· :-:-:·:-::~:-:·¥:---~-i·-~--~--=·1:: ,..:~-~·~~:~:~::j·:-;:t,-~-~~672·t-~~~r::-,·.·J0c.·'1;·_~-·:·h1.:·•,,_-~-:·t:-r., :-'-'::--:-=-1:-,·-t· -:-:·c-ii_':•-t~-h: n'.r:::-::~:~-:~·=~t:~:-=-· ~t-t': r.~~-+-➔-=--i;i a-:··::.· .c:_..:;;_;-CJ-'--,;--•-.;.;---• _c;:_::_:_-!_--!_-_-_•_-_,_; __ •_:-;_:;_; .. •--_;:--•-.;.,: __ • _,!~•"-,-•-'-; _ _,,.~:~~·~-:~UR~ ...::._ -• --: :: __ • ur: ! -: n , • t.~.:--·~ • S • ·: • [ 1 : : : : .:_:_.i -, --• ' -._. : --_ -:i; P. __ -~ .. ·•. ~-_-! • : • : • -·-. . ·-: -: : .• : ·-:-::::. · : · ; -~ : -f : \ . • . _ _ _ ___ ,. .: • !a:: -• : HH :d 3 -~ •·· ~ -_: -·j:&l ~ • : : : -: : : -C? ~--: ___ -: _ • _ .. ~- . . - . . . -- --. -. --. . . -. . : 1s.40l v.c.: : :-: _: _ : P.f,= 1P9.~4 : . ' -' ' . --. . . -• • • • •-• : ~ o_ • • •-· • • .;::CO-. -. -: • :·-. : • : • -• 4-·:-. ''to..c::i• --♦ + + + + ": l O>-♦Hv H ♦ +•,,._+ t:::::-:-::-::--:,--_:~:-_,:--:-=-r:--:::--::·-::-_t=-::-:-:-it;;~-:::_ t_~~ . .,...: 7 60 59 i : 1 1 j 1 I i I 09+00 . -. . - . . . • MONTGOMERY SEE SHT. ST-1 7 . • ! I + !. d HH • . . . . ........ 0 •. ,,_._ . -. . -. . . . . 10+00 : ci -' . ' . . -. t:f---.-, •a m • •-:::,::c:i-...... • . I • • 11+00 7 DARTMOUTH : -cl ~: • -F ....... • '-4 • • • 7 7 rS -• w --.., i • 12+00 ··• • . . . - . ' . . . --. . . . • H ; ... --·-. . . . . : 59.ao: v.e. . . • • • H • 13+00 7 . . . . . -. . - . - . . • • -. . ____..:. 28.oo~ t-59.69' . . . . . . . . . -. . •--r h I 1 . ' . ' I l j • i • 14+00 WESlRIDGE SEE RIGHT HEREON j I I ., i -i 1 j I 15+00 99 DARTMOUTH \'/ESTRIDGE ~ DWY 25.22' TO E.C. .fi) W 12.50' - STREET CONSTRUCTION NOTES <ii>=---INSTALL STOP SIGN PER CITY OF IRVINE STANDARDS. PROFILE SCALE HORIZ.: 1 n = 40' VERT. : 1" = 4' I 16+00 m r--8 ;J; .... C? -~ "ii C ,= ~ (J) 99 _6 1 @>--INSTALL H.P.S.V. STREET UGHT PER LIGHTING PLAN AND CITY STD. NO. 215 @=---INSTALL STREET NAME SIGN PER CITY STD. NO. 216 AND 216A (z)--CONSTRUCT CONCRETE DRIVEWAY APPROACH PER MODIFIED DETAIL ON SHT. D-2 @-::---CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 303 @--CONSTRUCT SIDEWALK ACCESS RAMP PER CAUFORNIA TITLE 24, A.D.A. AND DETAIL ON SHT. ~CONSTRUCT SIDEWALK PER CITY STD. NO. 201 @--CONSTRUCT CURB AND GUTTER TYPE "D" (6" C.F.) PER CITY STD. NO. 200. (j)-=--CONSTRUCT A.C. OVER A_B, DRAWN BY: 1-----1-----1---------------------------+----I V.N. DESIGNED BY: R.L.B. 2/6/9B REVISED ACCESS RAMP. CHECKED BY: NO. DA1E REVISIONS D. W.B. -- 7 98 D-2 DATE DATE DATE ---- H HH -H ___ rJOIESTIG ---- H H H H ------H-H H H HH H H HH --------1-------- -II_ l HH_H_ ---HH HHHH-H -:----J::_::c_+=1;;.:: __ -----: -,--, ::- _-.. L ':-. -- -- 17+00 ;1; .,; -+ <O 'b -,-..: ~ "ii C ,= ~ (Zl -; ,. a, ci ;:: "' ,.._ - -T:IN. R 2.64%-11 7 7 97 -~ "ii C ,= ~ 7 a:, - -l JOI EXISll 'G I 1 l t i I l -. Q ..... t t ... en J -------------- I t --- ll : t f.i;~.,;i ·'-l-+-+-1[-+-+'-l-+-+'-l---+-f-'-1-_:-4-f--!t=-__ :,._ +-+-+-+-+-+-+--4: f:---+-+-+-+-+-_-i_ c-+-:=-++: c-+:_-'-_+--1 t -! ~,!FH H ~-llt--0- "' t : ! 18+00 [:::. ci -,:!: -C? -~ "ii C ,= ~ (J) 7 96 t 1 ! ! 1 I - 19+00 HARBOR VIEW NORTH IMP. PER 26485-TC HH H • • 18+16.94 ~ INT. 'l,£STRIDGE =24+57.63(f_ INT. HARBOR VIEW NORTH INSTALL 4" -3" -4" YELLOW NO PASSING ZONE. (DETAIL # 22 FOR So') LIMIT LINE AND LEGEND PER Cl1Y REQUIREMENTS A B C D E F G H DELTA 90'00'00" 90'00'oo· 90'0o'oo· 17'57'17" 17'57'17" 17'57'17" 107'57'17" 02°14'38" CURVE DATA RADIUS TANGENT LENGTH 30.00' 30.00' 47.12' 48.00' 48.00' 75.40' 38.00' 3B.00' 59.69' 26B.00' 42.3~ B3.9B' 250.00' 39_50· 7B.34' 232.00' 36.65' 72.70' 25.00' 34.38' 47.10' 250.00' 4.90' 9.79' --- -H --HH WESTRIDGE B3'08'49" 25.00' 22.18' 36.28' J 17'57'17" 250.00' 39.50' 7B.34' PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES Consulting Clvll Engineers 22936 MILL CREEK ORI~ SUllE A (71,4) 586-0086 LAGUNA HILI.S, CAUFORNIA 92653 FAXa(714) 586-5866 /Vh//4 "DOUGLAS w.' BENDER R.C.E. No. 28946, EXP. lDAtE DATE 3/31/99 K 17'57'17" 268.00' 42.34' L oo·sro5· 232.00' 13.89' M 90'0o'oo· 30.00' 30.00' N 90'00'00" 48.00' 48.00' 0 90·00·00· 38.0D' 3B.00' TRACT 15409 DARTMOUTH AND WESTRIDGE STREET IMPROVEMENTS CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT 83.9B' 27.75' 47.12' 75.40' 59.69' PROJECT NO. 28884-MC SHEET ST-2 5 OF 18 26BST2.DWG I I I I ~ cl :!! \ z C s:: CD m :IJ 0 :IJ ~ z G1 z C s:: CD ~ "'-------' 0 :IJ ~ z G1 z C s:: !9l :IJ 0 I z G) ·----·-- 14+00 13+00 12+00 L YNDHU/Z.ST BERKSIIIRE 11+00 10+00 MONTGOMERY SEE SHEET ST-1 PROFILE SCALE ---HORIZ.: VERT. : 1· 1· 40' 4' INSTALL 4"-3"-4" YELLOW NO PASSING ZONE. (DETAIL I 22 FOR 50') UMIT UNE AND LEGEND PER CITY REQUIREMENTS ' - 12+00 B u, 0 -. .,, FJ ~ -~ II C 68~;., ------__ { _-- - ....... -------·-- 11+00 B o-r-II ,...:: ;<a - - -........ -····· : : : -:f--- ----_-·--- 10+00 LYNDHURST SEE LEFT HEREON ,.; '1' \ \ ' I -lj : I U d 11 69c:iw \ vi ~ 8 I I I B 't_ DWY 49.98' TO P.R.C. (; ,...:: ,..; I u --: •• II W=13.07 ,.,.,.-----,<t I ~ ~ i.:-t-' I ----- -1-- -- . --- ---- ·----=-----=--- -----------------:.:. 7-: 76 LYNDHURST 1~1~:2~0F~/J;; ; __ : 1~:.-~)_r-~ .,,~ ~J ~ ~ ! tll--l-1-:------ 67 1~7 4~ , / . .'/ , , TC TC R=10 -, .••. • .. , ... , • ~, <p i I 10+00.00 i INT. SHERWOOD i C.B.fj 13TC-M0Cr ,· • 6 2---::.-(j\-..!?(..I;'/i__ ·-~C ~ it58.90 _: ,,. ·,·; •,_,-f' =12+45.00ilNT. LYNDHURST MONTGOMERY 66 W=3.5'SEELD-13I / :0 l --...,-4--.~..!~---,---------ecTC_ .. ~ /i,, I --~,_.,<"-\" " f3: \ _ ._-.. -,_ •. -11 -N11,o·oo.,t ~ -~,•: • 1 :.. 1 77 - -Iii I ' " - -, I> ·.c _.,_,:: • 158:38· :!? C -~ ~ -I ". I • \ "158.43 -\Y~':)1-""-TC f \,\ ' v I ------A~ ,"§JC , ·•4R~C ' ,,., .,.,. "',,. ,•:,.,_ , / , • .. " ~ TC ---•• ----f-,k-lQ.J.I · ~ ·::. · ~ ..,~--~~~H•\ <-1 10 ~\I-~ ~: i ~ f;:;,'"f -~@ ,~ v m O a:; .... i.<.';~'ffi,_H. ~ ~ r:. Q. CC? !::1-~ ~ I •U •\ s, 18~ 65 ~'° rt6ai._ ~ 1 ,_ ~ ·~ '°~ 64 O"l + 0 "' ~ 1 1 • '°11 -mo -i.nn i ~--?i,<n.... ' i ;<a C II O ~ 1 LYNDHURST UREET CONSTRUCTION NOTES '-7'8 ~@ ~8;., SEE LEFT HEREON @--INSTALL STOP SIGN PER CITY OF IRVINE STANDARDS, ®-=----INSTALL H.P.S.V. S1REET LIGHT PER LIGHTING PLAN AND CITY SID. NO. 215 @--INSTALL S1REET NAME SIGN PER CITY SID. NO. 216 AND 216A @=---coNS1RUCT CONCRETE DRIVEWAY APPROACH PER CITY SID. NO 204 (z)-CONS1RUCT CONCRETE DRIVEWAY APPROACH PER MODIFIED DETAIL ON SHT. D-2 SHERWOOD ®-=---coNS1RUCT LOCAL DEPRESSION PER CITY SID. NO. 303 @-coNS1RUCT SIDEWALK ACCESS RAMP PER CALIFORNIA llTLE 24, A.D.A. AND DETAIL ON SHT. D-2 ®=---coNS1RUCT SIDEWALK PER CITY SID. NO. 201 @--CONS1RUCT CONCRETE CURB ONLY TYPE "B-1" PER CITY STD. NO. 200. @=---CONS1RUCT CURB AND GUTTER TYPE "D" (6" C.F.) PER CITY STD. NO. 200. G)--CONSTRUCT A.C. OVER A.B. <8)=--coNS1RUCT SIDEWALK ACCESS RAMP PER CALIF. TITLE 24, A.D.A. AND DETAIL ON SHT. D-2 DELTA A 224'45'12" B 23"45'29" C 44·45'13• D 90-00'00· E 90'00'00" F 241'5'37" G 35'01'52" H 26'57'45" 0714"11" ---J------ - ---,-. - - - _r-:. __ _ --·---_ ---- - --- - ------ --=----- --- --·-- ---:;:::. ;-::::.-::: ---: - CURVE DATA RADIUS TANGENT 38.00 92.30' 236.00' 100.00' 41.17' 25.00' 25.00' 25.00' 25.00' 38.00' 63.25' 100.00' 31.56' 100.00' 23.97' 627.42' DRAWN BY: DATE PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES Consulting Civil Engineers TRACT 15409 1------i----+-------------------------+----1 V.N. DESIGNED BY: DATE -----1-----+----------------------+-----1 R.L.B. /3\ 2/2/98 ADD HANDICAP RAMP FOR PARK SITE. CHECKED BY: --~:..,,_-1-'-'-~------'-------------------------~-----1 NO. DA1E REVISIONS D.W.B. DATE 22936 MIU. CREEK DRII,£,, SUllE A (714) 586-0086 LAGUNA HIUS, CAI.JRENIA 92653 FAX:(714) 586-5866 &b-/% <f/, (. o"oucLAs w. BE~ 5h~'l'~ R.C.E. No. 28946, EXP. DA TE 3/31 /99 LYNDHURST AND SHERWOOD STREET IMPROVEMENTS CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT - --- -:.· - :: -:_ ----:.-..::. -. LENGTH 149.06' 97.86' 78.11' 39.27' 39.27' 160.50' 61.14' 47.06' 79.24' PROJECT NO. 28884-MC SHEET ST-3 6 OF 18 268ST3.DWG I I I I I \ z C s::: ID m II 0 :0 ~ z G) z C s: m :0 ,, I C, .. ~ '5 0 :0 ~ z G) z C s: ID m II 0 II ~ z G) -·. PROFILE SCALE • --- -• . - ·--. -- .. -=---".: ...:::.=--=-- -:.. :::..:: l:• ,;o; (}'" C"' C r...,;,,s, "' • ::::.. === .::. :::. .:: ;· l=P. _ I 0.2 c==t l ·------_::::_ :--- . -i - - --• +--+--•-·- ·- --------u -~-~-,.. HORIZ.: 1" 40' VERT. 1" 4' .. "Oil'"~----. -- ::=:::: -~ ~i~ .~.::::: :..··-·= -.. + ------- --·-= ----=-_: ·--_ = -.q_ --: ...... (~-~ --1-------__ --·---r7_::-= _---:.1:__ ::---=-~ = -::-__ -:::_ :::---- -----~ --~~·--H f -A -- ->-----------J : --------.; __ ,_ -: --- - -- 10+00 < 1i" ~~ <o c> z 0 • z<-! < ID Oo ~~ 00 ++ oo -- <O ""' • ( .• : ;J ---:- ' ! • ! ---~ ---=-.. -. . 1--- - 11+00 --:: :: - .i • ' ---! -:-} : ---_: : -t. --. L. - 12+00 . . --------- --· 13+00 HARBOR VIEW NORlH IMP. PER 26485-TC -----·r ----= • -- ---- 14+00 10+00.00 ~ INT. MADISON VICTORIA If INSTALL 4• -3" -4" YELLOW NO PASSING ZONE. (DETAIL # 22 FOR 50') LIMIT LINE AND LEGEN PER CITY REQUIREMENTS .__ -:: -; ··:/ _-·- -= l -~ ~---- ::i . ; :-- 10+00 VICTORIA I I --. 11+00 i; II o;,: e' 7 7 "' • t,J -f£--"' :::i a.: 37 --: =- -- cJ L.J ,,, C) 7 .. --:=. __ 00 r--.... ,,, + . -r---- 0:, <O ~ 36 +o ---- 7 • H --= --------::::: __ - --- -. 12+00 113 1/l ~ 7 +o .,,,...., -- ci cJ 35 cri !al? a:i <O + "' - • ' ' 114 II ANONDALE CURVE DATA MADISON DELTA RADIUS TANGENT LENGTH A 22•49•43• 232.00' 46.84" 92.44 B 24'22'39" 250.00' 54.00' 106.37' C 2410'33" 268.00' 57.40' 113.08' D 9118'28" 25.00' 25.58' 39.84' E 88'41'32" 25.00' 24.44' 38.70' • [8 ~--: --·"-·-·-- --t-t--t • . .,\ :. -, • _ _". _){I: ~II ---->-- . ----- --, __ -. ----- -.::_ __ ={-.:._ -· f== - - ------ MH HH HHH H ---_- ------- ---H H-HH """ • .... ::.···-;:.· . . . .. i -------H H HH H ---______ 1---- ---- .... :: ..... , '": ..... f- ......... : .. -----... -------- H ', •••• 7,:, •• 13+00 14+00 15+00 13+12.48 Cf. INT. MADISON =1o+00.00 Cf_ INT. REGENTS 115 SEE SHEET ST-6 7 -a:i "' +o .., ,-: -- --- 7 HARBOR VIEW NORlH IMP. PER 26485-TC INSTALL 4"-3"-4" YELLOW NO PASSING ZONE. (DETAIL IJ 22 FOR 50') LIMIT LJNE AND LEGEND PER CITY REQUIREMENTS STREET CONSTRUCTION NOTES @--INSTALL STOP SIGN PER CITY OF IRVINE STANDARDS. @=--INSTALL H.P.S.V. STREET LIGHT PER LIGHTING PLAN AND CITY STD. NO. 215 @--INSTALL STREET NAME SIGN PER CITY STD. NO. 216 AND 216A 0-=--coNSTRUCT CONCRETE DRIVEWAY APPROACH PER MODIFIED DETAIL ON SHT. D-2 @-CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 303 @=--CONSTRUCT SIDEWALK ACCESS RAMP PER CALIFORNIA lllLE 24, A.D.A. AND DETAIL ON SHT. D-2 @---CONSTRUCT SIDEWALK PER CITY STD. NO. 201 ®=--CONSTRUCT CURB AND GUTTER TYPE "D" (6" C.F.) PER CITY STD. NO. 200. (D--CONSTRUCT A.C. OVER A.B. :!'. -· + ,_ . i - I I I -n -g:[ ~ ~ ii ---£ Ul 1 r----,----..,.-------------------------..,.---'T"'--------,----,----------------------------'T"'------------------------------,-------tl~ ; PLANS PREPARED BY: TRACT 1 5 40 9 PROJECT NO. 0 DOUGLAS BENDER AND ASSOCIATES :i::-' ConsulUng Clvll Engineers 28884-MC ~ ~ 22936 MllL CREE]( DRIVE, SUllE. (714) 586-00B6 MADISON AND ANONDALE u 5 LAGUNA .. us, C'1JFORJ<dlA 92653 FAX,(714) 586-5866 STREET IMPROVEMENTS ; ~ SHEET ST-4 - ~/ c/Z,-,.,, 'tt. .. /<iR C I TY O F I R VI N E ~ ~ 0{)1.JGLASw. BENDER r5frlt 7 OF 18 ~ R.C.E. No. 28946, EXP. DATE 3/31/99 COMMUNITY DEVELOPMENT DEPARTMENT ~ ~- DRAWN BY: V.N. DATE DESIGNED BY: R.LB. DATE CHECKED BY: 1-N-O-.-+-D-A-TE--t--------R-EVI_SI_ON_S _______ -+----1 D.W.B. DATE 26BST4.0WG / .c. C ~ [D m JJ 0 JJ ~ z G1 z C ~ [D ~ 0 JJ ~ z G1 z C ~ [D ~ 0 J:l ~ z .,.., u a:i ii,; II C 3" 13' 7 A B C D E F G H J K 10+00 DELTA 81'29'17" 81'29'17" 85"42'52" 2311or 2317'02" 27"30'07" 98'58'02' 0110'54" 07'25'06" 07'25'06" 11+00 7 RADIUS TANGENT 30.00' 25.84' 48.00' 41.35' 38.00' 35.26' 323.50' 66.65' 305.50' 62.94' 287.50' 70.38' 25.00' 29.25' 244.50' 13.32' 244.50' 2.52' 244.50' 15.85' 262.50' 17.02' 12+00 13+00 ii,; II C 3" 7 13' 7 12+63.08 <i. INT. VlCTORIA =10+00.00 <i, INT. MADISON VICTORIA CURVE DATA LENGTii DELTA RADIUS TANGENT LENGTii 42.67' L 89'47'54" 25.00' 24.91' 39.18' oon• M 90'00'00" 25.00' 25.00' 39.27' 56.85' N 88'05'19" 25.00' 24.18' 38.44' 131.46' 0 04'29'02" 573.50' 22.45 44.88' 124.15' p 06'23'44" 555.50' 31.04' 62.01' 138.04' Q 06'23'44" 537.50' 30.03' 60.00' 43.18' R 8015'54" 30.DO' 25.29' 42.03' 26.61' s 8015'54" 48.00' 40.47' 67.24' 5.04' I 8015'54" 38.00' 32.04' 53.23' 31.66' u 91'36'14" 30.00' 30.85' 47.96' 33.99' V 91"36'14" 48.00' 49.36' 76.74' V 8415'53" 38.00' 34.36' 55.88 14+00 15+00 -==:==:iz=:zLr--~ SCALE· I" ~ • = 40' 7 7 7 u i.J 0, 0 .,; .,, + "' -0 a:i g ,.._ ;,, "' .,, .,; d- 16+00 ~ 00 + "' - u 21 i.J 0 ... !-2 'ix, --,ri sf -.., 17+00 19 20 ... .,, ,-.: 7 ... . +q .,, .,, --24 ' ... ' . . . 18+00 25 7 19+00 7 7 I 20+00 7 21+00 7 REGENTS 12 9 -10 1\11 u a:i g~ f5 ~ ,.; n II ~ 3" 13' . . . . • 1 1 •• 20+91.06 P.C.C. 14+ 77.04 <i. INT. VlCTORIA =10+.0D.00 <i, INT. WcNlWOR1H 7 WHITEHALL 7 7 7 STREET CONSTRUCTION NOTES @-INSTALL H.P.S.V. STREET LIGHT PER LIGHTING PLAN AND CITY STD. N0.215 @=--INSTALL STREET NAME SIGN PER CITY STD. NO. 216 AND 216A {z)----CONSTRUCT CONCRETE DRIVEWAY APPROACH PER MODIFIED DETAIL ON SHT. D-2 ®=--CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 303 @---CONSTRUCT SIDEWALK ACCESS RAMP PER CALIFORNIA Tl1LE 24, A.D.A. AND DETAIL ON SHT. D-2 @=--CONSTRUCT SIDEWALK PER CITY STD. NO. 201 @--CONSTRUCT CURB AND GUTTER TYPE "D" (6" C.F.) PER CITY STD. NO. 200. (D=---CONSTRUCT A.C. OVER A.B. DRAWN BY: V.N. DESIGNED BY: R.L.8. /3\ 2/6/98 REVlSED ACCESS RAMP. CHECKED BY: ___ ......... _+--'--'--+---------------------------+----I NO. DA1E RE\IISIONS D.w.s. DATE DATE DATE PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES Consulting Clvll Engineers 22936 MILL CREEK ORI~ SUJlE A (714) 51:!6-0086 LAGUNA HILLS. CAUFORNlA 92653 FAX:{714) 586-5866 ~/4 DOUGLAS w': BENDER R.C.E. No. 28946, EXP. DATE 3/31/99 TRACT 15409 VICTORIA AND WHITEHALL STREET IMPROVEMENTS CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT PROJECT NO. 28884-MC SHEET ST-5 8 OF 18 26BST5.0WC I I ' I I I ! / \ I z C s: [Il m JJ I 0 JJ ~ z Ci) z C s: [Il 93 0 I z Ci) z C s: [Il 93 ur------, \; 2 ,: D 5 8 ~ ! ~ Ei 7 0 :n ~ z G) I b ~ z p C ; ~ ~ en 2 ~ ~ ~ D ;o i D g) ?E tD tD :-5 ;o ,,, • D :C: CD ~ :-5 D :,,. iil r CD CD :-5 D ~ D :,,. iil . •• C. * REG/sr,-4,v-. <,P~ 'i? i % 0~ ,<) ~~ t, ~i r-: r"' -m ~ /,g ~ gin ~(),t~ * 11331\"f.l"-'!, I\ "O r ► z ~i ~t;! cc;J zill o~ ► C _.,. i5 5 GI ;;o FF r-1"'1 JnQ 1JjD ~ ~ mm ii! ~~ ,,, ► ;i; m 1Ti co~~::a . llli,iill 0 ~ ► E. )> .., §'· iil ~ ~> c,, g-s-<I ' ~~ =o !!1 g:81 g,o , fer~• ~ ;;!ill () 0 :ii:: :ii:: co :;:o z_ rri--1 ~-I ~ ~ :::0 o-< rri --1 )> rri rri (/) ~o ;>o o-,, -a z--1 "'C • I :;:o C, ~ 0 ---l. ~;o ~ ~(Jl ~<~~~ ~z~~o ~rll ~(O rri z -I co ~ 0 f::i .,, -I .... U) 01 1 0) "O N ::0 Cl] 0 Cl] c.. Cl] l"1 .J>. () I -I ;:: z () 0 • MIDIOJtDJ> ~ ~ ~ !::j ~ :;il ~~~~~~r .,; Ill g;" g;" 5l ;;' r-..::. • • • . ~ ! trt z ;) -~..,..,~ ~ 11s ?> t ~ 0 I l::1111 o o c.n 01 c.n C -qqq,q_q_(/) ~1~1;11~1~ i Ol CO _. N Oll fTl ""iU!.C'!.IJ!C!.z -i ~1~1~ ~ ~ ~ !!I !,l! Rl. ~ 51. ~ ~ trt z ~ ~ ~ = iri1i1i1i oonnooozz 0000000VJVJ ZZZZZZZ--1--1 VJ (/) (/) VJ (/) VJ (/) :,,. :,,. ;ii ;ii ;d ;iJ ;iJ ;ii ;ii i= i= ccccccc (") (") (") (") (") (") (") (/) ::c -i -i -l -l -i -i -i ;iJ 7J ocncnroofTl(/) c--oooM• ::o~~ozz--i:< ?'"CD::e,e~oozVJ f>:,,.>> fllfll►;;:1 05 >;~~iiliil~rr1 < -0 ,,, M c, '1J > ::0 0 0 (/) -I ITIOm -;o C ;o O ii, ;o ;o G') C --:I (") ,,, (/) iii iii z G') iii -l:l 0 ::E ::E -0 ::C :,,. ;o :I z :,,. :,,. ,,, -i • ;o -<-<'°-o fD~ ~~;ll-o:,,.Q~ -D -0 ::C M -0 -i ,., • ;o -o-< C ' z -0 0 ;o G') ------(t> ~ OI 10+00.00 ft INT. REGENTS I/ =13+12.48 It INT. MADISON ----~-------~ ------- "' ii: -f;l > .. . .. . . . -· .. ·-· . ·1l RI'/ .. • • ~ ii: "' 0 ., ,, .. ,.,. > :I: --• •, N • • -n -n• ~• • "" •\J'' -(> ;;);) • ''" "'' C ~ i c-. -=--=_:::_ :;;:. -aa· .'". .;....:-::;:-;--I"<> ·· ·· i ·· · · lf1JW .. -.... -.. · ·· -__ ~ ~ I =====n~~ ~ ~ ~ .... I -I ::::::::::::~··~·::lt~ ~~ .... . "' ----,----~ (-;, 10+43.99 E.C.R.t I ~--~~~~~ (t> OI I I 1□+53.□3 ST. STA. C.B. 4 I I , 1 W=1□.0' -SEE LD-4 I 1°' • I - : I I : ' : I I O I .; t DWY 10+89.84 I ' ..., I I ::: I W = 25.17 • ..., t DWY 11+09.96 I I 1 1 \ I w = 25.16' I I .,..,_ __ _ (t> ~ I 57' I w...~8,.,15'. 128. I ;· -v 18' 18' I',) ~ : / : It DWY 11+53.49 . P.U.E1 I I W = 11.0' '"· ..., t DWY 11+82.36 I : ~ 15• W = 17.0' I I ru.E I ;;:; : It DWY 11+97.~ ..., t OWY 12+10.11 I I I W = 19.54' -.: W = 11.0' : z ~ h-1 __ _ t,> C)l -\ (o' (t> c:Jj I ", l't!. OWY 12+28.26 ""-I I "' • I ...,. '.L..-1-.,...,,1-~ I'°' " W=17.0' • l:e I ~ I I ,~ ! 0 fl & L I I I t,> I I I .._, I I I ..., <f. DWY 12+97.47 I I _ I It □WY 12+90.58 //~ IJ - W = 19.54' I "' I I W = 11.0' ~ ~---..;..JI I I -, t DWY 13+22.10 I I I I W = 11 0' I -i I • I I I •·• ' I w I ' I ' I -• ' I ; I I I I ; ·-I -----..ll.t; 0 I it DWY 13+62.37 I ( ~ ~ / 00 : W = 11.0' ..., 13+89.90 B.C. I ~ n 3i I c., I 1 1 I 0 I I -I I I .,,. I ..., t OWY 14+25.73 / / I I W = 12.62' I I ,t---- 1 I I I I I : I I I I I I ...,. / o /@? / I t DWY 14+43.35 . ; : "' I ~I I I W = 19.54' "'· : / / I ., I I /J'J.J I 0) OI I',) ;.s_-f'~IO ~ "sq~,:i, ~~<%-~~. I • I I I ·• I I I .' I c;;'I t DWY 14+71.02 C "' W = 17.35' • '14t <:'~ I -" I /!P-1 I I ;°f?' I I -<r; I / ,I, I ,,I / ~-~q}, // ~-"~ !f! ~ 11 1{;/ I I / I / oc, :~t I u, _..v"".....,.-i:,, ---.r.,..' ,,0 ·.('" IO ...._ t DWY 15+29.41 t J W = 17.93' • I',) Co) -1 \ \ II -:;;:~ +o :::JP • 0 '.i;!O ,,,,,,,, zz ;-t ;-I .. 0 ~~ ~ £ =E Co) ► §6 ~ -------1-t------ • ~ ~ :S " ~ UlC) 4RW " ~:S ffi""' -· ---0------'l'.'.SS-- ---JTI C) ~~--' "~ _J. ~~ 'fl>----LJJ=DW--------T'-"' ==,-,~~ I /41" / ,,.,~.,_"'le===== "' > I N ~ -l ., 'I 23' 123: 18' 18' .• I 10+70.98 s.c. r::: 1 1 I ; 1,- (t> IO • / 'i' !:'.! ch, -<f. DWY 16.40' TO P.R.C. • __.---:::--:,=.,---4CX> ;; ,..,..,,,--W=17.21' •• ·"' I, -~" N OI t DWY 13.31' TO P.R.C. a, I w = 12.68' • I ~ 6 N rB :e c:, II :')1 -"' po ~ q_g;_ cl "ti ::0 f> A ·"'· ~ - I rB c:, "'!1 :e t:. ~ Dt ~d "'-"ti ::0 f> "' "' t 2. J'C:Z c:::::===-- ,ov ~ • ~ :31'/0S D "1-l;:::0VJ ,P:o-<o:,,.cl~ ........._No<noo. z 1-~0 ►:::-l"Tl~zG> 111 -DM (") !ii • D ;\l p -0 ~ 0Zc,:Oi-.,► ..:...,, ;oofTI -"Z z· --100, :,,. 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'·I· 1•1,, •'· I I 11 t I• ' ' :1 • : ' I I ' I! ' !I' ,j 1' 11, I! I 'I 1: I' !,I 11 ,, 1! ! I I' I ' ' i II ' 1·1 'I I • d : I I ii ' : I l: . I ' ' ' I I ' I ! ' : : . ' 11117 SIi'! 110 rn1u JO i,Jl ~OIJISOd • Wll Sllll 110 Ill!~ l:l'd9LOl:J38WnN A81::1301:!CE11:J clVG'LO !:BS.., \T'INl:::ICl;lnV:J '3NIAl::a • N□ll'<il::!Odl:::10:J Dl□H N"'Q'ld \flNl:::l□::!nlf:J '3Nll\l:JI • I 81 Jo' ElNIM"\11::10 ,, ______ 1::13811\lnN ElNIM"\11::10 -~ n..J. ~,, ',Ji,/~ 1::13811\lnN ElNIM'11::10 --✓~/ 1::13Bl/\lnN ' 0 -, ----.. ----- ~ -T --' - aG lO 1IJ 100+00 I " -,;_, ""-::Wj ----- -I -- 101+00 ----------------------------------------------------------------------·-----·---------- (0 C t5.5'8 lN\i. --=o-'='O_ - ¼1-,-..a=IN": 56=$,D: ....,___ ~ ________,__ -+ C --:Qol;J2.6oo---cj-,-1 ::=,-, .. ' -·=..-:..._ ' _' • -:f ---· o'iE -,_ f' I~ ~ -, __ ~ ~[~-----,- - --- 102+00 CONST. 10.14 L.F. :l - -I ' -' ----l --- - - ' I 103+00 ~-R •~:o-j--~ ~-q,- --1 - ' ' -. I . I· -----,:...;_ -' --' ----~- -~ 104+00 -- .0 Is, ~NSI:;l:--.:2~,Jl:r . . -'8-,icp IT;; ~_EWE_ =- 105+00 9) -.-.-_ I --• -- --- --~ -'-- --.I - --1----- -+---- --- -1-~ - ---1 .. - ' ---+-- L -1-- _J • -- -I I_...... ------+ .-. --' -!--I--------! 106+00 PROFILE SCALE HORIZ.: 1'' 40' VERT. 1" 8' ~ ··--l • -· -s--1;.ul-c' -' ' -' - - N --00 ·• 0- • -~~~ 25,S;: :§_.=., . -"=P .,,, --,E\ t.~ 107+00 ,- J _ ________,. - r -- _,_ -- .... -1 . -- -------. -- --, . 108+00 ' ' --- a :o 'F co 100+00 -I -• .... -.-. --:.1-'---- ,- ' --··· "I .•• -I • -I • _, - -1- • - -1- --- j_ ---- ----i -!-- ~JSLSIF 1):2;:Jd= ,-\II· -~ -l"l,_I "' 101+00 if! 5 ' - 102+00 8" PVC C900 CL 200 SEWER 101+36.14 LINE "A" MONTGOMERY SEWER LINES "A" & "C" NOTE: PROPOSED OFF-SITE UTILITIES TO BE JOINED PER REFERENCE PLANS AS FOLLOWS: 1. PROPOSED OFF-SITE PVC DOMESTIC & RECLAIMED WATER PER 1.R. W.D. PROJ. NO.S 13772 & 33773. 2. PROPOSED OFF-SITE 8" PVC SEWER PER SOUTH IRVINE REGIONAL SEWER PLANS. (PREPARED BY I.W.A. ENGINEERS) CURVE DATA DELTA RADIUS TANGENT A 22'33'46" 400.00' 79.79' LENGTH 157.52' 87.74' 42 42 & & -• t) • w 59 2 :J -- 42 2 DOMESTIC WATER CONSTRUCTION NOTES &--INSTALL 8" P.V.C. C-900 CL. 150 WITH BEDDING PER IRWD STD. ~INSTALL 8" GATE VALVE PER IRWD STD. NO. W-7. ~INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. NO. W-5. @--INSTALL 1" WATER SERVICE ASSEMBLY PER IRWD STD. NO. W-1. INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. @--INSTALL 8" X 8" X 8" TEE. ~INSTALL 8" FITTING AS REQUIRED. (ANGLE PER PLAN) ~REMOVE PLUG & JOIN EXISTING 8" PVC DOM. WATER STUB. NO. W-11. 42 42 105+63.20 LINE "A" "3 M.H. NO. 3 ~ =100+00.00 LINE D RIM -162.4 64y65' 12+04. 70 '<:J'C7" DW INT. SEWER CONSTRUCTION NOTES &::=INSTALL 8" P.V.C. C900 CLASS 200 WITH BEDDING PER IRWD STD. NO. ~INSTALL 8" P.V.C. SDR 35 WITH BEDDING PER IRWD STD. NO. S-5. '5-'~INSTALL 4" P.V.C. SEWER LATERAL PER IRWD STD. NO. S-6. ~CONSTRUCT 48" MANHOLE PER IRWD STD. NO. S-1. ~r,;;-, CONSTRUCT 60" MANHOLE PER IRWD STD. NO. S-1. @--JOIN EXISTING 8" VCP SEWER MAIN STUB. ~CONSTRUCT SEWER CLEAN OUT PER IRWD STD. NO. S-9. &-INSTALL 6" P.V.C. WITH BEDDING PER IRWD STD. S-5. WINTHROP SEE SHEETe;- SW-5 P r ])ART MOUTH SEWER LINE "A" RECLAIMED WATER CONSTRUCTION NOTES "------- !LOT P 108+25.61 LINE "A" M.H. NO. 4 b43 -100+00.oo LINE-"E" ~ RIM = 165.3 S-5. &::--=INSTALL 4" PURPLE COLORED P.V.C. C-900 CL. 200 WITH BEDDING PER &--INSTALL 2" IRRIGATION SERVICE ASSEMBLY PER IRWD STD. NO. W-1. INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. IRWD STD. NO. W-11. @-INSTALL 4" X 4" X 4" TEE. ~INSTALL 4" FIT.TING AS REQUIRED. (ANGLE PER PLAN) ~INSTALL 2" .. .END .OF "LINE SERVICE PER IRWD-STD. NO. W-3. ~REMOVE PLUG & JOIN EXISTING 4" PVC RECL. WATER STUB. I I ~. H ,..., "" ' ~ ~' z ~ ~ ~ I'./) g ,----.----..-------------,_-------------,----...----------r----.----------------------------,,----------------------------,--------11~ g • ~ PLANS PREPARED BY: TR A C T 1 5 4 0 9 PROJECT NO. 0 DOUGLAS BENDER AND ASSOCIATES I -' B 17'57'17" 280.00' 44.23' "'c:fl--:-::-==-+-=-=--=-=-.,--1---,:-:-=-:-,,..--t--=-=~---1& "D 18·20•23" 280.00· 45.20· 89.62' DRAWN BY: l----+---+------------------------+-----1 D.P.F. Consulting Civil Engineers 28884-MC ~ ~ 22936MILLOlEEKDRIVE,SUITEA {714)586-0086 MONTGOMERY AND DA_RTMOUTH 1------Jlrl~i§ LAGUNA HILLS, CALIFORNIA 92653 FAX,(714) 586-5866 SEWER & WATER IMPROVEMENT PLANS a. U DATE E 02'29'15" 280.00' 6.08' 12.16' F 15'28'03" 280.00' 38.03' 75.59' l+G::'.f+------+-----1--------1------lffi 1 /l 11 _ SHEET SW-1 < z o~off" qj~r CI TY OF IRVINE 100F 18 ~ ~ R.C.E. No. 28946, EXP. DATE 3/31/99 COMMUNITY DEVELOPMENT DEPARTMENT ~'- DESIGNED BY: l--'7c /:2 \,,__rl-=-0 ·-=2:.:__l·_:_~_:_7+'A_:::D_:J_:_U_:__5T.:..:E=::D::::.._:_IN__:V._-F::ccl:_E_:_V_;'s:.:.._T.:..:0=----=1o_' _:B.:..:E.:..:L:..:_O_:_W:_:_Fl:.:_l-Jc_. G=-:Rc::A_:_D_:E:__1=,.,{lrt7 Wl:;::=cc:-=c-;:::D:-. P-=. F,..,, ---+-=-~-I /1\ 9-5-97 ELIMINATED RECL. WTR. IN ri0NT6Or\&RY &. )AFC.T"IOUTH ffn•J.,., CHECKED BY: DATE NO. DA TE REVISIONS DOUG BENDER DATE H: \ACAD\DWGS\129.26B\26BSW1.DWG ~ 2l " z z C ~ til ~ D :IJ ~ z G) z C $ [D m :IJ D :IJ ~ z G) z C ~ [D m JJ ,,~---- D :IJ ~ z ------------------------------------------------------------------------------ \ -' 8 -. ' --- ; .L,. _ ____J_ '-· ---I -' -------! -- 6() I-J--+---------+---' • - --- . ·i· -, ' • i -r---,--- -- -f<j '<= -in '.O±<l) ~z ;.I :::J j lXJ :r::; ' -- -' --..,_ -- ·Z (.0" -10-• t,, "QJ. N -'I' -4' o· o. --1--- - -f--• - - --.- ~ -· ··:'::%noGe 7 ' - tl m t{)- ,- _,_ ...::;:: ----- r • =B0NSTc.l=c2!4O. 82c=L"! . ·_ =i:l'!f.RV8--=1S~ ' j- ~ J __ -r __ -1----t -~~-, _, '--"[-Cf 109+00 RECLAIMED WATER CONSTRUCTION NOTES &:=INSTALL 4" PURPLE COLORED P.V.C. C-900 CL. 200 WITH BEDDING PER IRWD STD. lril~INSTALL 2" IRRIGATION SERVICE ASSEMBLY PER IRWD sm. NO. W-1. ~INSTALL THRUST BLOCK PER IRWD sm. NO. W-12. (;;\@--INSTALL 4" FITTING AS REQUIRED. (ANGLE PER PLAN) ~INSTALL 2" E~D OF LINE SERVICE PER IRWD STD. NO. W-3. DOMESTIC WATER CONSTRUCTION NOTES &--INSTALL 8" P.V.C. C-900 CL. 150 WITH BEDDING PER IRWD STD. ~INSTALL 8" GATE VALVE PER IRWD STD. NO. W-7. ~INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. NO. W-5. @-INSTALL 1" WATER SERVICE ASSEMBLY PER IRWD STD. NO. W-1. INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. @-INSTALL 8" X 8" X 8" TEE. ~INSTALL 8" FITTING AS REQUIRED. (ANGLE PER PLAN) SEWER CONSTRUCTION NOTES NO. W-11. ~INSTALL 8" P.V.C. SDR 35 WITH BEDDING PER IRWD STD. NO. ~INSTALL 4" P.V.C. SEWER LATERAL PER IRWD STD. NO. S-6. ~CONSTRUCT 48" MANHOLE PER IRWD STD. NO. S-1. S-5. \ \ \ NO. W-11. 110+00 --- ,- ----j 111+00 !IIISR Er--=-st:JRl:°AG OVER:lSEM E ~P--~ ~ ,._[)1.6 --- -- INE It= "'' .. ., -I I ------ = --+----=.J-' --.,-ll-···1 r,, ' . ' . • 0~Sf;' 21'i'.-c32=1lF., -----1 ~, EvG+SEWE-R • '.'.' -__ L. • ' ------· --1 ---i-_, ----., -·-f--• -1 112+00 113+00 PROFILE SCALE HORIZ.: 1" 40' VERT. 1" 8' -<r) -, =-z I-,;,._j• .L ----•- •. ; 1--- -·---. ;. -!------, -' .--, . ., ·--' -- .. ; -- --·· .....j-- ___ ..... --_, 1----- 0 ......... --. -· .. -,--. ·-- 0NS . 209;96 IL - 114+00 115+00 ! --- -' -+ --------. • ---· ·-- to" - D_ [D_ O_ 116+00 "' ·- 0 '= --------·'-Ti. 1,I- --.. ---- -, -· --- 117+00 24 115+ 76.91 LAT. 42 167.4 INV. --- ' I 64) 6§} 61 1~4 166 ' 22 -+- ·I -----'- . --.., --. I LINE "A" I 20 1117+05.79 LAT. 42 I 168.3 INV. 117+01.85 LINE "A" @_) '--l--'-'-'---+-'~~~"--1(.43 M.H. NO. 9 RIM = 174.7 I • \ I I ' J RIM = 166.0 "' CURVE DATA VICTORIA DELTA RADIUS TANGENT LENG1H SEWER LINE .,, A" A 24'56'17" 280.00' 61.92' 121.87' ,----.----..-------------------------,,---..---------.----,--------------------------,-----------------------------,,--------1f3 DRAWN BY: DATE ~!~~;~~<~-' P~LANS PR~o:~~~s ~:NDE~o!~~n~~~~inI!n~~! TRACT 1 5 4 Q 9 p:~~!~T M:O. ~ g 1----+----+----------------------+-----1 D.P.F. ;,;;y "'~1~' 22936 MILL=• ORJVE. SUllE,. (714) 586-00B6 LOT P, LOT z, AND VICTORIA 1--------1 ~a. a(.) ti Q ffi LAGUNA HILLS, CALIFORNIA 92653 FAX:(714) 586-5866 DESIGNED BY: DATE : ~:j;~jgg ; SEWER & WATER IMPROVEMENT PLANS SHEET SW-2 < z l---/1-\-l-9-5_9_7-!-E-LI-M-IN_A_TE_D_E-XC_E_S_S_R_E_C_L._WTR_._I_N_VJ_C_T_O_R_IA ____ '?,_;_/4'/-J/f-7+-v-~---ICHECK~p:;, DATE "q?fo;'~~~\~"'~~ ~ 9J:!t'f} Cl TY OF IRVINE 11 OF 18 ~~ NO. DATE REVISIONS DOUG BENDER R.C.E. No. 28946, EXP. DATE 3/31/99 COMMUNITY DEVELOPMENT DEPARTMENT c'.'i ._ __________________________ .....,_...._ _________ ..._ ___ ...._ _______ ...., ______ ...._ ___________________________________________________________________________________________ .,.... ...... __ ,..... __ _, , H: \ACAD\DWGS\129.26B\268SW2.DWG B 29'14' 47" 299.50' 78.14' 152.88' C 33°10'53" 317.50' 94.59' 183.87' ~D=ff-----:-:-==-l---=-=-c-:-:-:---+---,-,,.--,,-~1--::-:-:c=---l ill E 07'25'06" 280.00' 18.15' 36.25' F 03'11'38" 258.50' 7.21' 14.14' '-'--G':ft----=--==-c-+-=::-=-=-:.-f--=-:::--:;-.-t-=-::c:.-c-1 ill "H 08'12'44" 567.50' 40.74' 81.34' I 17'05'47" 280.00' 42.09' 83.55' l-"J:..LJ-------l------l-------1------lill ( I I I: I ~ I 0 5 ~ I 0 5 IJJ z C $ ~ IJ 0 J:l ~ z GJ z C s: [II m J:l 0 IJ ~ z GJ z C ~ [D m J:l 0 IJ ~ z GJ I-· .. ' 1 ' . . ----b 117+00 24 ---! - ---l--- I 118+00 '. -1 ---'--- 42 lfil 3 ' --, . ---- 61=. ~ rs;: Kt ~- ., -_ _, - • ' ' r--- -.• ·-I -§ • -+- ., -·• -----! -J-i . c] -l -;----.. -- --> - -----_-- ---=-t • , • .. ==l _ __,__,____ - .. ' ~ --c:l:c'c::e., i~ --_:· : -.. J -------, .,_ONS'f~~, 1~ =J+:fl_: '. _:1. ____ ; ....... --1- ---=*..:....~- . , =: c'-'"cS" RVEl SEWERf-=!'-' -, . -=-• ·c· 119+00 42 ~ 42 I 120+00 42 WHIT-EHALL SEWER LINE "A" SEWER CONSTRUCTION NOTES , ' +--. -J -+ --t _\cc .. 121+00 &---INSTALL 8" P.V.C. SDR 35 WITH BEDDING PER IRWD STD. NO. S-5. ~INSTALL 4" P.V.C. SEWER LATERAL PER IRWD STD. NO. S-6. ~CONSTRUCT 48" MANHOLE PER IRWD STD. NO. S-1. ~ONSTRUCT SEWER CLEAN OUT PER IRWD STD. NO. S-9. ~NSTALL 6" P.V.C. WITH BEDDING PER IRWD STD. S--5. CURVE DATA DELTA RADIUS TANGENT LENGTH A 18"26'19" 280.00' 45.45' 90.11' B 44"22'00" 280.00' 114.17' 216.82' C 37"58'05" 280.00' 96.32' 185.55' l+D:++-------+----1--------l-------lffi ·- -. ·-. ' ---- ' , 122+00 - ' ·,: i,:.:..... - -u:J' -, ~~ ',-7 PROFILE SCALE HORIZ.: 1" 40' VERT. : 1" 8' -----• • -I I • --" ------. ·f • -•• t---· ---1 -.... 5 > j----- - -j__ -•• __ ,. -1--· -. ' o. sr ~0=1-:- =fl'vS=sEWE-R 100+00 101+00 DOMESTIC WATER CONSTRUCTION NOTES &=INSTALL 8" P.V.C. C-900 CL. 150 WITH BEDDING PER IRWD STD. NO. W-11. ~INSTALL 8" GATE VALVE PER IRWD STD. NO. W--7. ~INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. NO. W-5. ~INSTALL 1" WATER SERVICE ASSEMBLY PER IRWD STD. NO. W--1. ~INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. @---INSTALL 8" FITTNG AS REQUIRED. (ANGLE PER PLAN) DRAWN BY: 1------+---+------------'------------------+----I D.P.F. /1\ NO. 9-5-97 RECL. DATE DESIGNED BY: D.P.F. WTR. ELIMINATED IN .WHITEHALL AND REGENTS f/aif1 ~ CHECKED BY: REVISIONS DOUG BENDER DATE DATE DATE ~ 102+00 ~ <O . ..--= a:: 'QJ ,. -·-·--I , . 't', I·-·- --·-. 103+00 ... _O:Y . .. ,:') --·-·◊ REGENTS SEWER LINE "I" PLANS PREPARED B~ DOUGLAS BENDER AND ASSOCIATES Consulting Clvll Engineers 22936 MILL CREEK DRIVE, SUITE A (714) 586-0086 LAGUNA HILLS, CALIFORNIA 92653 FAX:(714) 586-5866 ~ 9 /s/q7 DOUGLAS W. BENDER DA TE R.C.E. No. 28946, EXP. DATE 3/31/99 01\1S a i· J:VG=S~ 104+00 105+00 106+00 42 421 TRACT 15409 REGENTS AND WHITEHALL SEWER & WATER IMPROVEMENT PLANS CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT <( I PROJE(:T NO. 28884-MC SHEET SW-3 12 OF 18 H: \ACAD \DWGS\129.26B\26BSW3.DWG I I I I -- ~ i'l " z z C . s: CD m JJ 0 JJ ~ z G) z C s;: ID m JJ 0 JJ ~ z G) z C s: ~ JJ SL----- 0 JJ ~ z G) ± ----l - . -t-----+- ' ---- J3 ----+- -,6 I ____ :-:t _-1-" • -i='c-=i--c-. - -,----➔ -I •• -• _ l __ _ -- 1 --- -b·--_-_ 1--------. ._____:-::1· ==i ... --- -_.:......- -1-- •----I -! ---, __ - · 1 --- i-I !-'. 100+00 101+00 DELTA A 31 '36'51'' B 24"22'39" C 24'22'39" I 0 -'~ ~00 d .-_ l:Zc '~~ , G=,- ,.:.-G ~ _: PROFILE SCALE HORIZ.: 1" VERT. : 1" 40' 8' -. I -• -----1· -·------- - I ---- ~ I U)_ -"'-R ~o __ :f -1-ll: - @--~ "f: ~ 0:::: = ----1 ----• ·1 •• ----+-. - --•l. '___J --+---·- I I -,, --..;.- ·-'-I---., I - I - -- - : -- --- I -- -- _j-- - •-- I -- . - --i ::..:.__:;. --_,-----:;-. -=>. 0 = -,=r ::CO: ---t -·-.-- -• V -"9-r-:--~ ~ ·: _-; d ~ -~ -C'.',j ---I--1 --:-..-• •• i ~-~:---1--1-~ J n -. ----wi:t' o a ------1--1--_ . ---·o • -= ~'cpl'lstt-sa:'l:3 t--;a ..., :15-rc-'P,Y~=SEWER =1 f- -·-------l -,. ·-.. i-- -r ---, fC ;.:_ c .:s\;J; i ·~ -''' ' • ; ' - ' ...• - . 1-. - -------r . t· ·--1 ---j I-:t: -.J----'-. --- . . --- m· T _·-.: ~ t----=1- n. 0 •• --4- -- --__ -- -·-- _--l ______ --:---- ,_ . -·-• -·--I l_ _f::--+-- -=--t· ---l _ :J f---- --j ---! ---,_ ' -----~- --· ::.=J:-..---:- --:ONS-J;:-"~18;'J!Yt. , - ----:o" =P.VC=S°EWE:R' ' - 102+00 103+00 104+00 100+00 I 101+00 102+00 ~-1'-"3="+""'0-cOcc.4=8'-----l'.!35l64-, DW INT. , 9 103+22.40 LINE "G" @ .......+-'~~-=--,..-.c..-----143 M.H. NO. 12 =1 oo+oo.oo LINE 1 RIM = 177.0 (46) LOT P LOT DOMESTIC WATER CONSTRUCTION NOTES &:==INSTALL 8" P.V.C. C-900 CL. 150 WITH BEDDING PER IRWD STD. ~INSTALL 8" GATIE VALVE PER IRWD STD. NO. W-7. ~INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. NO. W-5. ~INSTALL 1" WATER SERVICE ASSEMBLY PER IRWD STD. NO. W-1. INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. @--INSTALL 8" X 8" X 8" TEE. NO. W-11. * LAY WYE FLAT TO ENSURE VERTICAL CLEARANCE BETWEEN SEWER LATERAL AND STORM DRAIN PIPES. 63 42 42 42 ANONDALE --- 103+00 (43) 63 42 42 --------· • - -- -----------. -- 104+00 63 68 NOTE: PROPOSED OFF-SITIE PVC DOMESTIC & RECLAIMED WATER TO BE CONSTRUCTED PER I.R. W.D. PROJ. NO.S 13772 & 33773. I I SEWER LINE "G" ~REMOVE PLUG & JOIN EXISTING 8" PVC DOM. WATER STUB. SEWER LINE "F" CURVE DATA RADIUS TANGENT LENGTH 2B0.00' 79.27' 154.50' 2B0.00' 60.48' 119.13' 236,00' 50.98' 100.41' SEWER CONSTRUCTION NOTES &--INSTALL 8" P.V.C. SDR 35 WITH BEDDING PER IRWD STD. NO. Q&:::=INSTALL 4" P.V.C. SEWER LATERAL PER IRWD STD. NO. S-6. ~CONSTRUCT 48" MANHOLE PER IRWD STD. NO. S-1. ~ONSTRUCT SEWER CLEAN OUT PER IRWD STD. NO. S-9. ~NSTALL 6" P.V.C. WITH BEDDING PER IRWD STD. S-5. S-5. RECLAIMED WATER CONSTRUCTION NOTES &=INSTALL 4" PURPLE COLORED P.V.C. C-900 CL. 200 WITH BEDDING PER IRWD STD. NO. W-11. ~INSTALL 2" IRRIGATION SERVICE ASSEMBLY PER IRWD STD. NO. W-1. 'CJ~ -INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. @---sAWCUT, REMOVE & REPLACE EXISTING A.C. PAVEMENT. _& ~REMOVE EXIST. 41' RECL. WTR. STUB, AND 4" VALVE, AND INSTALL BLIND FLANGE AT EXISTING TEE. • • .------r---...-------------------------...----..----------,,----T---------------------------.-----------------------------...-----... ,,,. __ ---11~ PLANS PREPARED BY: PRO "'"CT NO o DOUGLAS BENDER AND ASSOCIATES TR ACT 1 5 4 O 9 , -· J: ...J Consulting Civil Engineers 28884-MC ~ ~ 22936 MILL CREEK DRIVE, SUllE A (714) 586-0086 MAD I SO_N: AND ANONDALE 1-·-,------11° 15 LAGUNA HIUS, CALIFORNIA 92653 FAX:(714) 586-5866 ~ (.) t--S_E_W_E_R_&_W_A_T_E_R_IM_P_R_O_V_E_M_E_N_T_P_L_A_N_S_ SHEET SW-4 ~ ~ CI TY OF I R VI N E 13 OF 18 ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT c'.'s DRAWN BY: D.P.F. DA TIE DESIGNED B;(: r~-r~~:;-;:;~~~;:;;-;;;~;;-~~~:-;~~~-it~::iJ,i D.P.F. I>. 9_5_97 ELIMINATIED PROPOSED RECL. WTR. & EXISTING RECL. WTR . 1----------l'--c-c-c::cc-l ill STUB-OUT IN ANONl>AU: 'fgJ/,;7 CHECKED BY: DATIE 1-N-0-.---1,---DA-TE-+----~~~~-R-E_VI_S_IO_N_S ________ +=~<--------t DOUG BENDER DATE ~qfs/q1 DOUGLAS W. BENDER DA TIE R.C.E. No. 28946, EXP. DATE 3/31/99 -- 26BSW4.DWG ~ cl z C s:: tD m :IJ !._ ___ _ 0 :IJ ~ z G) z C s:: tD m :IJ 0 :IJ ~ z (j) z C :s: [D m :IJ 0 :IJ ~ z 171 , . -+- ' , ' -F='L. '_ I -- , . -1 ---==; ,- I ? I I I ' ',_ 1-----1 I r ---,--' -~'1 cu'~ , • ___J ,,.:-\) --.: =f __ ,, ,, -1-- --,-__ i.__~--~---- -,----: ' I .j.._ -- , .. ·+ LOT P --, . --1 _J... __ z} ,.. +=-f--I +--!=cl· 100+00 • I - ---- -··--f 101+00 ·---·' l-... --=-r... .. -·----- --• i -• ,---·I·----~ - - -+ - -1 -=!:----- -f- 102+00 62 SEE SHEET SW-2 42 42 WESTRIDGE SEWER LINE "E" NOTE: PROPOSED OFF-SITE PVC DOMESTIC & RECLAIMED WATER TO BE CONSTRUCTED PER I.R.W.D. -PROJ. NO.S 13772 & 33773. CURVE DATA --, __ ---~ 42 DELTA RADIUS TANGENT LENGTH A 14"52'42" 280.00' 36.56' 72.71' B 16"29'29" 300.00' 43.47' 86.35' -'--+-- t--_-1=:-. --7--:-:: --- ' --I ---· I ..--•• ----<01-:--- F---~-__ ::j_ j _____ , -·---:0 ---! --0 ' 'c,l' -l---0- 1--~ ~--j B~•-, -I l -----, --1 ' ·" , • ·I - • i --+- --j. •-- l l ---- , __ , __ --/· t --i !· I ' I , ' -::r::.:...:._ ,·- 9 = I· -j --I ; I .. :_ -J_ ... - - I - - :J j ~-L --::.1. --I - -1 --f---~----·--' '" :.-t-·-::+=-=1. _ -_ --4+ ---l -• -- ' ---l--l • ;-- I I - --· • -----: ,, ---, ·--+- PROFILE SCALE HORIZ.: 1" 40' 8' VERT. ,, .. -. ---,·_ - ·--. - ' 1 " z: --0:. ---- 0 --· "" ----o-·-··-.. T ... 0 ... __ - 0 , -· - . :,Uf~G -t' ---t"'.I i""'t-,. --,--j . . --: -. -• c.L. !Q3063 •• --------, -~----~ __ G. , -..... ::± --I-:.. - ..--;----.::...::i.· _L __ _ N•-. r"-, .f - D. -_q !----.' _7 7 --,- ,., . I --! I --- -- L ·= ~ -i - - 3 ---=--_-t ---=1--i:-=t=-·-=i _-r_ --" --:• ~ , . __ _.: I --:i- ~ - ---+ ----; -- I I I· • --I =I c=J _:::j ~ r. I----- ---. 103+00 100+00 101+00 I 102+00 42 DOMESTIC WATER CONSTRUCTION NOTES w" w ...... z . Z ,-, ::J N ::J . (J:) oo-8 z r"! II • • I') o:r:co~ o::;:+-+ "' ct: O 0 ~ II &--INSTALL 8" P.V.C. C-900 CL. 150 WITH BEDDING PER IRWD STD. NO. W-11. &-INSTALL 8" GATE VALVE PER IRWD STD. NO. W-7. ~INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. NO. W-5. {§)--INSTALL 1" WATER SERVICE ASSEMBLY PER IRWD STD. NO. W-1. ~INSTALL END OF LINE BLOW-OFF ASSEMBLY PER IRWD STD. NO. W-3. &"-REMOVE PLUG & JOIN EXISTING 8" PVC DOM. WATER STUB. WINTHROP SEWER LINE "D" SEWER CONSTRUCTION NOTES ~INSTALL 8" P.V.C. SDR 35 WITH BEDDING PER IRWD STD. NO. ~INSTALL 4" P.V.C. SEWER LATERAL PER IRWD STD. NO. S-6. ~ CONSTRUCT 48" MANHOLE PER IRWD STD. NO. S-1. S-5. . .. , . ' . +-----I- ' ... ··-----r - •• ---, .. 6 ,. ., - - ---. ·----· l - ---·· -1 ·---. l ·-. --. -----' -' -----1- ------1 -----1--. ------- ,, - • -·---I -, . ---• ' --------. --1 -· --. ____ , ' I ... - ----- --'-... t-- 103+00 42 42 RECLAIMED WATER CONSTRUCTION NOTES &:=INSTALL 4" PURPLE COLORED P.V.C. C-900 CL. 200 WITH BEDDING PER IRWD STD. )8,-REMOVE PLUG & JOIN EXISTING 4" PVC RECL. WATER STUB. ~LOOP RECL. WATER UNDER UTILITY USING 4 -45" FITTINGS _ :--------- --_ :J NO. W-11. I I ~ t;j 6 r IJj 0 ~ d~,-]l g ...JI~ §m o o.. c~ o ~ r--,--""T'---r--------------------,-------r---T'"--------,----r----,------------------------.-------------------------.-----.--------1~ :;~ ~ : z 0 PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES DRAWN BY: DATE Consulting Clvll Engineers D.P.F. • 22936 MILL CREEK DRIVE, SUITE A (714) 586-0086 LAGUNA HILLS, CALIFORNIA 92653 FAX:(714) 586-5866 DESIGNED BY: D.P.F. DATE I-L/1:!__:1\1,_~9~5:_9~7$E~X!:!!CE~S~S~RE:;SC2!:L::... !_W!_!T!S_R.~EL::!JIM~l_!::!Nf::.AT!!E:fD~INl._ll!_A~l!:~:r,!'.l'\~O~llT,!_;!.H:!__j~~/.i,IJ~,;~~ NO. DAlE REVISIONS CHECKED BY: DOUG BENDER DATE .,,/1/lv/jl'vv' 9 /s /97 DOUGLAS W. BENDER DATE R.C.E. No. 28946, EXP. DA TE 3/31 /99 TRACT 15409 PROJECT NO. 28884-MC o _ s z :I: ...J oO [;:~ • WESTRIDGE AND WINTHROP 1--~-------1 O Z <0 0.. u 1--_SE_W_E_R_&_W_A_TE_R_I_M_P_R_O_V_EM_E_N_T_P_L_A_N_S--1 SHEET SW-5 CITY OF IRVINE 14 OF 18 COMMUNITY DEVELOPMENT DEPARTMENT 26BSW5.DWG ~! ~ 0.. ~ 0 z C s: tD m :IJ 0 :IJ ~ z G) z C s: tD g 0 :IJ ~ z G) z C s: tD g 0 :IJ ~ z G) -- r t ----- ,-.. ,. ,. .ao - - + --- -- -• ' --- -- - --- 7 ---_,_ .........____._--+-----------+-- , __ - - - - I ---. -- ---j -1-- ---1 f---' - ~J--=-.-.-=4 t--_L_ -1- ,_ ;:~::1---=r=--~ -' - ---:---~ --, ---, --I ---' - I _r ' -----=-----·_:--- ---' --1 --; - --!. J ~ ----=1 :- : r'f=>,-> ---<O -r,,i * ______J_____ ----, _, -0 ---: ~ I-----l 100+00 ---.,.- _,_ -L -=i-- r I -1-+-- -------- - ----,--- ---• ' ,_ -- '!=--=1_:_ ,'-'Ot'IS1~-<---.:!3.~0 ~f'r i= -- , _ , --• _ ta'f]:~yc±cgud ctAt~6o !SE~R ---j ---·--I __ , ---1---, --+ __ , - -1---- 101+00 102+00 103+00 (43) ----------------- SEWER LINE "B" CURVE DATA DELTA RADIUS TANGENT LENGTH A 10'58'43" 280.00' 26.91' 53.65' B / -23'11'11" 280.00' 57.44' 113.31' :c 17'56'07" 280.00' 44.19' 87.65' D 15'09'59" 280.00' 37.28' 74.12' -f -- - a., --- . 0 .;.:.. ' u -co- i:,, _a:, 42 '. --- --- -- I 104+00 42 ' - . ---- -f- - ------+-- - ' t ~--t~:-- -- +---+ L__C_] -1-r···· , ___ _ -r--_ \-. - . - -= -, ---- 105+00 100+00 -, __ PROFILE SCALE HORIZ.: 1" 40' VERT. 1'' 8' I . . !2z- -' r, l'll}l:l;D::J:81',IRE;AG,~ _ ~ ~"' - -l •~ -r l.--.. +-- I 101+00 -t--- ---+- 42 SHERWOOD -- ·'-----i ---... ' ' -!~:_-::·~--~~:-t-:=l~ 1----- --,-~-----~ -'.""t'.iQ-; --- -~ 102~00 -' - - -... -· N48'40'11"W L__-'-C_L~=~1~0~.o~o'r-'.'---15o - -'----'4-"5-· "->_.P_,T.,_. --{;66 l6 4) * --- LAY WYE FLAT TO ENSURE ----t- SEWER LINE "J" VERTICAL CLEARANCE BETWEEN SEWER LATERAL & STORM DRAIN DOMESTIC WATER CONSTRUCTION NOTES &--INSTALL 8" P.V.C. C-900 CL. 150 'MTH BEDDING PER IRWD STD. NO. W-11. ~INSTALL 8" GATE VALVE PER IRWD STD. NO. W-7. ~INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. NO. W-5. @---INSTALL 1" WATER SERv1CE ASSEMBLY PER IRWD STD. NO. W-1. INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. @----INSTALL 8" X 8" X 8" TEE. ~INSTALL 8" FITllNG AS REQUIRED. (ANGLE PER PLAN) @--INSTALL END OF LINE BLOW-OFF ASSEMBLY PER IRWD STD. NO. W-3. SEWER CONSTRUCTION NOTES &:=INSTALL 8" P.V.C. SDR 35 'MTH BEDDING PER IRWD STD. NO. S-5. c:i\&----INSTALL 4" P.V.C. SEWER LATERAL PER IRWD STD. NO. S-6. ~CONSTRUCT 48" MANHOLE PER IRWD STD. NO. S-1. ~ONSTRUCT SEWER CLEAN OUT PER IRWD STD. NO. S-9. ~NSTALL 6" P.V.C. 'MTH BEDDING PER IRWD STD. S-5. , ·s , __ , ----- .. ,._. - -,_ __ _ -t_ ----- 100+00 -0 -Sif--;= 1"7-2;'7 8'""f.l'v<0 :SE - --l-- I • • --- ---- 101+00 , -- 42 WENTWORTH SEWER LINE "H" RECLAIMED WATER CONSTRUCTION NOTES ,-- &--INSTALL 4" PURPLE COLORED P.V.C. C-900 CL. 150 'MTH BEDDING PER ~INSTALL 2" IRRIGATION SERv1CE ASSEMBLY PER IRWD STD. NO. W-2. ~INSTALL THRUST BLOCK PER IRWD STD. NO. W-12. @---INSTALL 2" END OF tlNE SERVICE PER IRWD STD. NO. W-3. ---------,- ~ ' ---' 102+00 ffl 1 6G- r ~ n!= ,--II ... o_ IRWD STD. NO. W-11. I I ~ :r 0 5 : E ! ~ '0 0 5 ~ ~ ! B c..po ~ t--tr~ " r----.-----,-------------------------.----.---------,---~r------------------------=---...-''-------------------....;..-------,,--------l E3: r~ S :::::::E :! ~ TRACT 15409 PROJECT NO. ~6 PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES DRA'MN BY: t-----+---+----------------------------1------, D.P.F. DATE LYNDHURST, SHERWOOD AND WENTWORTH _2_88_84_-_Mc---1 ~ ~ Consulting Civil Engineers 1-.'E=f+-___,..,-~-,---,--,,--+---,----,----,----,----,--,--+----,--I----,-,--fh F 17i 6'16" 280.00' 42.52' 84.40' DESIGNED BY: t--'J;z"'c,--t-10-2-cl-"'-7-t,_A_ca,ooso--;=E0,=,-"5"'EW""'E.0R'~'Acs1sscE"',1<-;;A,~,:;c t•4'"'' ~"F='o"r.:s---ap;.A-;;;Rc;:,l<c--;5"'1erT""£-A"'N"'O~-,-:-{/'-,-:c,L't•~--t-,,~~=-,'-'y-j D.P.F. DATE 22936 MILL CREEK DRIVE, SUITE A (714) 586-0086 LAGUNA. HILLS, CALIFORNIA. 92653 FAX:(714) 586-5866 /Jv ../Vl,v 9 /s/97 ~ (.) SEWER & WATER IMPROVEMENT PLANS SHEET SW-6 < z CI TY OF I R VI N E 15 OF 18 ~ ~ C\ • --., ADJUSTED INV.-Ec.LEv'5 TTl 6' BE.WW FIN. GRADE • ~,-., -,, _. j_L..!.: /1\L~9~5=-9~7~R~E:'.'.C~L.-_!!_W_I__ITR:::_.__!E::':L~I M~IN~A'.::TE~D__!F:__t:R~O~M~5~H~E~R~W~OO~l>'.__~&'____:'1Vl~C_1__1TO~R~IA'.:_Jf;'lJ.Y-~_ ''f-2._j; ,i,,:;~~:;;;~t..!'.(/'...J CHECKED BY: NO. DATE REVISIONS DOUG BENDER COMMUNITY DEVELOPMENT DEPARTMENT c3 DATE DOUGLAS W. BENDER DATE R.C.E. No. 28946, EXP. DATE 3/31 /99 ~~ H: \ACAD\DWGS\129.268\268SW6.DWG z C s::: tD 9:1 0 JJ ~ z G) z C s: :;g JJ 0 JJ ~ z G) z C s::: tD 9:1 0 JJ ~ z G) ! 1 --+--' l -• . -, -. --t=--;- J -• l -•:: • -·---· . -•--1-•- ·-I -• - • . --' . -•-----•-: ; __ ; _l--: ' • -' . • -_ !_ . ' ' 1 -. ' - . -. - . . -• =--r : • --•---- ::· • ,. -=·::..:..::.: • : ' -. - • I \. • t • -:---t.._ \. • • ✓.~\ -· t .,;. --• • • : 't._ qF IRVltlE :STQS. : • • 1//' ( • . .// . ..., . -· . ; . -·-f --· --. - I ---·--• . . ----··- . --. -. •--. -' . f-l . -. .. ::::::::. r-.7.7. i .. ~ ., -• M t I -• --'-.:::•--I -,i::~::. . .. . -. w • .. : -;. -. . . . . . . ' . . . - • ').7.· . -. . t -i . . -. . . . . . -. -. -· -•·--•--' ·-• :::: t -· __ , •• __ ♦ • L • -• ::. • ___ : • :...:. i_ • •--. •--. -. . . . . . -• -! Lt J : • l t ' .. . . --. ili : . .. .-• ..• :t:.7,-·• -. -. . . . ·-. f= • . : .<:,o/. ; : ; i ·0. + ;/~-. •. -t -j -, l i 1 -• 1 1-t I . -:r: .. Cll • . . r. . . . . . : -: • J~'\,: ..... : : : : "i/'<-" •• : : : ....... : : ~~~ ! . ! ~ 'i),'' : H. G.L:-;:, ,. • --r' -q~ : : : '.L·~ . - . :s -0_0040 : '\ ✓ : . ; : ·/: . -r i---!-· . . ; . /. : -. . . . -. - 1 .. :-:-t -. --·-- • --t . -•···· ! I .. . . . . . - •S . 0.0U4U, . . -. 1--•-. ::i -t ~ t t } -} :!. ___ :·_ -, --:.. t I: : i • • : -~ l ::J ; -' ! ;:f: :llE ;NdTE:i CONTRACTOR SrlAt.l. VERiFY: LOCA110N AND :EutVA'f!ON OF PROFILE SCALE ·! . L : -: Ell!ST;INd-SjOR, QRA)N PRIOR :fO :AN;Y CONfSTI UC;!!Olil. ;: HORIZ.: f -l t - • . ·:· ,. .. f··:· .. ; . ·-·-• . . : -:\: :-: ····• : : : ~ -. • ' -. . . . -. . t • I -• -. . r -• - . ' t . -. . - . .. . -. . -. . -- .. .. , . ... . - ::. ".. . . . i-• ' . . H:G.1.;. __;.....,,_, . . : ' : s -. --. -. -• -• -. --. ---· -•-•----. ~ --. - '-;:'-;:' l . . . r ::. l ! " .j I -i ' t -. . . . . -. : "'~ '\;~ :_ : ~: ., <r.,; : VERT. : . . - . • :n --. . - -. -. • -:--ft: 'w :.1:•\-;:_: _: : : :~~ :!~ :\ ~1-_. -: : . . -. . : \_: . . -. : o,L _J'4Li - • . . . -. : ... : ~-,_n : : -:JJ...t~: li''i:>-.: : : ~:.s~ : : 1· -40' 1· -4• . -' . -. . -. . . "' --•··· • • • -M •--·-• --·-- -- l --• : ' . . -. ' . . . . . -. . . . . . s:--,u . ....,1 .... ' -. o· -•· •· -. FER :MASS :GRADl!YG f'Lt;N : bi • . . ,< +_j ....... .,_: . . •• . '-'-· 1. : . -. . . . . . '-"•·• ,,,u·u,.rl• 1 .......... ,1, . . -. . . -. co '='' O• . . 0 . . : . n. n... . I:) . . ·10t«)o,1N.Tl·z ...... •nN·-···•·· .·.•,1m=·.··-~•z •.c.,•.· •• ••• -•-, . . 'VU')~t[t ·p ,1 ·w . • . ·...: ,....('I.J. • • • • • r,-. • • • ·w. • .w• . • . ~•· • ,-•,.-, --· ,, (0 tO •• 0+99.67 BEGIN PIPE . . . -. . . : ... , ' ,. : --• - . • t • • • " i . ,_.,.o,; Lt.; niv,,, •\ 1;5vv· '!' J . . . . . -. • "'· w· : o· . z• . -. --. It' : ~ : . ~C.P..( 150v • ., , . . . ,. ~ . . . --. . -• . t --• . . . 2+00 I 3+00 4+00 I 5+00 6+00 7+00 8+00 9+00 w "' ~ (.) :::, ~ Cll 20' UTILITY EASEMENT 90 EXIST. 48" R.C.P. PER MASS GRADING PLAN FOR TRACT 15317(25814-CCP) ~ z ::i (L 90 d m - ~ cxi "" d + -w ..., IO t:j + 90 96 90 86 a <ti l"l II -:r: vi :c -, ::;c 0'0' & 89 ® © © ® DELTA 1911'54" 15·42•57• 16'04'41" 19'36'52" 70'23'08" 90'00'06" 90·00'00· 17'57'17" 89 87 0 z m d 0' MATCH LINE STA. 4+50.00 (SEE THIS SHEET RIGHT) CURVE DATA RADIUS TANGENT LENGTH 45.00' 7.61' 15.08' 45.00' 6.21' 12.34' 90.00' 12. 71' 25.26' 45.00' 7.78' 15.41' 45.00' 31.74' 55.28' 45.00' 45.00' 70.69' 45.00' 45.00' 70.69' 252.00' 39.81' 78.97' 88 1-LI- -<( :r: 10 Cll ..., ci :c -::;c + ~0' 95 "' w (L ~ (L ...J ::; -' . oP (.)ex, dz z-0 '-' (.) w m -o n..z <O • <( N ~...J "' "'(L 6 I: C, o coz .__ ~ 25 O<C z"' w '-' LINE II A" d m -..., 0 <ti d LJ 88 <O + lO MONTGOMERY - (PRIVATE STORM DRAIN) DRAWN BY: TONY ESHAGHI DESIGNED BY: TONY ESHAGHI )1/30/98 ADD J.S. TYPE II AND DELETE M.H. SHAFT CHECKED BY: NO. DAlE REVISIONS DOUG BENDER 88 DATE 4/24/97 DATE 4/24/97 DATE 87 -' -., .. 1 !-i -I __ _,. ···I···· • . . ! ' .7 .7 1 --t -f: ~ ! -· • M M -,~~:_-_-· ''t' . _,:--_, -i l Jj_ : -..l--.:-r_---, ____ ,_ -.•... ,. ,. __ , ___ -' .. --_•:;····l t -~--~-t-:·1··:·.:..r-:.i.-::r;_ -f =~·; -:: i--::f:~:·!·--- ;:--•. :7 .. ."7., -. --' ... i i . - ---♦---f ___ .··::···• l • •--. __ ._, .-l ; l . ::-·•· :""' . J • • l . • -' . : -· .. i . ~ • l : --•--1 . --· ~.•.:.--·::.. . ,. , ... . ' ' -•-• I _. ::.__. w -·--,z !":: ... -• --I-l ' -♦ ! • DRAIN -. _, ,. - • •• •·· ••• • • --I FINISHED l S~F ACE;-• ---i --. -·_-. z • -♦ • __ ::J_ • --•---r---!-:::. . ...... 1 • ...... --::l • -• . ---. ·-. -~ '---"....::_; -' -. •··· -i z -·---_, - Q OVER ll S.iO~M PR~N i . • . l;Ll .•• -. ! . I ~ • --, Y,' ''> • -✓-• _-• _.. • • •--• • _-, •--. ~ . - • • : . .,~:,,. • ""-", ; • • -·• /: t • -• • -; ·-• ·• • • :,-r • -..+-. "...:. .::... • • • t : : :_ v. --' . . • n • • I • ~ . •. •. I • . . -. . . • l . . . , . . . :.. . . . -. . -. --. . -. . l-1-0.L: ---. ----.. . 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PLAN NO. 306 ~CONST. JUNCTION STRUCTIJRE TYPE II PER CITY OF IRVINE STD. PLAN NO. 307 (§)--coNST. JUNCTION STRUCTIJRE TYPE IV PER CITY OF IRVINE sm. PLAN NO. 309 ~CHIP OUT OPENING TO ACCOMMODATE FOR NEW PIPE, REMOVE EXISTING 48" C.S.P. & RISER AND JOIN 42" R.C.P TO EXISTING JUNCTION STRUCTIJRE. @-PROTECT SEWER LINE IN PLACE @-::-coNST. CONCRETE COLLAR PER CITY OF IRVINE sm. PLAN NO. 310 /2\@-coNST. JUNCTION STRUCTIJRE TYPE V PER CITY OF IRVINE sm. PLAN NO. 309 PLANS PREPARED BY: TRACT 15409 PROJECT NO. 28884-MC DOUGLAS BENDER AND ASSOCIATES Consultlng Civil Engineers 22936 Mill. CREEK DRIVE. SUITE A (714) S00-:-0086 LAGUNA. HILLS, CALIFORNIA 92653 FAX:(714) 588-5868 D~~ tf~(~i R.C.E. No. 28946, EXP. DATE 3/31/99 LINE "A" STORM DRAIN IMPROVEMENT PLANS CITY OF IRVl·NE COMMUNITY DEVELOPMENT DEPARTMENT SHEET 16 OF SD-1 18 268SD1.DWG I I I I --, / I z C s:: [D m ]J ' D ]J ~ z G) z C s:: [D m ]J D II ~ z G) z C s:: [D m II D ]J ~ z G) --' ..,_,,_,l'\l r'\'-"1-j 0 )~~-; -1 • , __ --' --! • ' - -' ' -' ' -' . . ; -' ' ' --, . ' ' -1/ ' -' . ' -' ::J -r--=---.; ' - .---; I --~ l..L. l -, ..., . . : w :: • ~ --~ ' -·• - ' II N -;..:_ 11 x .tt>; : • : IN 0 !+ ;a ' ' • . -- -, l ' ! I• -l ' : ' -' -. ,_, ' . ' -:o - ' ;o... Ul ; .. - '. -Z i,-'l :- .aJ -. ' No, :'-" , .... ' :+ + i 18" ~.C.P.(?000-D) :!r ' (I) '0 ' .... ' • : ri ... ;, ' • : u, j z - ' ...I ' 09+00 CJ l.,j 90 88 . -' ' ' ' ' -., -l ' -. -' ' ' -' ---, -' I : ,v,' -; •- 1 -! ' ' • ' . ' . ---" ' . • -1 -• ' ' ' -1 • -' ,--,--· . -. -. ' -. -. 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' ~ .. , ' ..,,, -I '/ ! -I -:I I //j ' I I : i IV • ' ...J 0 ' ;. ' : : ' ,,.,; :o : ' ' ..J ' ,: Q) ui ; {I) ; • ' ' ; (.Ji 1 ' --' , :CONS!. 10 .69 LF.' CONST.; 43. 92 4F. CONST .. 86.84 LF. 1 CONST.' 106.87 L.F. • CONST., 276.00 'LF .. - : 30 .. .R.C.P :(1 ?SO ~J CONST. ,59.20 LF. cONSr. 43.72 LE '30n R.C.P.(1250-:-D): ~4•. R.~.P.(1?00-D) -== ' ' -. 86 10+00 I 11+00 87 87 4" PVC PER PRECISE GRADING PLAN (B) © © © © ® 0 88 DELTA 08.56'55" 09'00'22" 24'10'02" 24'10'04" 22'48'58" 31'19'41" 22'11'02" 60·00'00" 52•57'20" CD ,.._ C) ,-.: (.) tJ - 0 , 3p: .R.C.P, 1250-D) , I 12+00 88 13+00 88 I 'in ,...: --_J_ t < :i:: rn - I-"-< :i:: rn -I CD 1--' < ....J 87 <O ci ~ z "' II 14+00 ID (.) '=' : ~4• PVC PER PRECISE GRADING PLAN ANONDALE -.:... -1 '""'. - w ~ . ~~ u . ID w ~ z 87 lO d ~ z <O II I N "' 15~00 (.) tJ ~ CD C) ,...: lO + a a ~ CD + N -30' STORM DRAIN & SEWER EASEMENT :i:: co lO (.) tJ ~ - CURVE DATA RADIUS TANGENT LENGTH 248.00' 19.41' 38.73' 248.00' 19.53' 38.98' 45.00' 9.63' 18.98' 45.00' 9.63' 18.98' 90.00' 18.16' 35.84' 45.00' 12.62' 24.60' 22.50' 4.41' 8. 71' 22.50' 12.99' 23.56' 22.50' 13.78' 24.72' :::. 0 '=' "' --+ -.j- 88 LINE NO. DAlE -- 88 a, a, ,.f -.j- + lO n An (PRIVATE STORM DRAIN) REVISIONS ..!. (/) Ll ' ' ..: -' ' j ' '.Id z ; ' ' ' -1 -• ! -...., ' : ...J iZ _J : -' ' 1--' '--' ' ' .z ' --.-' ' !f--• :"' ■• ! 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DRAWN BY: DATE TONY ESHAGHI 4/24/97 DESIGNED BY: DA TE TONY ESHAGHI 4/24/97 CHECKED BY: DATE DOUG BENDER 0 CONST. 21.25 LF; l -! 1 : CONST. '26(52 L . ' T ' CONST.; 6.25' LF. , ~ CONST. 29.75 l'..F. : C ;NST.i 31.92 UF. , -, 18" ~.C,P.(2090-D) j -: -; j8~ R,C.f:' .(2009 J), ; . ; 10" [P.V.C; • l : 6 18~ R,C.P,.(2000 D) : 2, "-~.c;.P.(1qOo:...o) LAT. LAT. LAT. • A-10• LINE CONSTRUCTION NOTES: ~INSTALL 18" R.C.P. -PER CITY OF IRVINE sm. PLAN NO. 318 (D-LOAD PER PROFILE) @-INSTALL 24" R.C.P. PER CITY OF IRVINE sm. PLAN NO. 318 (D-LOAD PER PROFILE) ~ INSTALL 30" R.C.P. PER CITY OF IRVINE sm. PLAN NO. 318 (D-LOAD PER PROFILE) @-INSTALL 36" R.C.P. PER CITY OF IRVINE sm. PLAN NO. 318 (D-LOAD PER PROFILE) ~CONST. CATCH BASIN TYPE I PER CITY OF IRVINE sm. PLAN NO. 300 @--coNST. CATCH BASIN TYPE II PER CITY OF IRVINE SID. PLAN NO. 301 ~CONST. JUNCTION STRUC1URE TYPE I PER aTY OF IRVINE STD. PLAN NO. 306 ~CONST. JUNCTION STRUC1URE TYPE IV PER CITY OF IRVINE STD, PLAN NO. 309 ~PROTECT SEWER LINE IN PLACE @-INSTALL 10" PVC PLANS PREPARED BY: TRACT 15409 PROJECT NO. 28884-MC DOUGLAS BENDER AND ASSOCIATES ConsulUng Civil Engineers 22936 Mill CREEK DRr.£. SUITE A ' (714) 586-0086 LAGUNA HILLS. CALIFORNIA 92653 FAX:(714) 586-5866 ~ /4 '@-1terf' DOUGLAS W. BENDER°' DATE R.C.E. No. 28946, EXP. DATE 3/31/99 LINE "A" STORM DRAIN IMPROVEMENT PLANS CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT SHEET SD-2 17 OF 18 26BSC2.DWG I I ) ~ z C ~ CD ~ 0 Il ~ z uJ z C s': CD m II ;._ ____ _, 0 Il ~ z uJ z C ~ CD ~ 0 Il ~ z uJ --1---- ........ .. --,_ ---.. -... -· ...... ··-, .. • :t . -+---. - :,___ ---:::._ -. ---- 16+00 -===::J z::2(1-___ <: SCALE: 1" = 40' <.i tJ -- --r-· --::r -: -= -:: : --·· ••••••• ····-·· •••••• 7 •••••• ·=··~l::: :.;;.. .::. -H - --1--· -.. ""1"""" •• Cd" ·:-·· .. ::t -·-·.! • •--r HH 17+00 18+00 88 87 88 I') LINE "A" (PRIVATE STORM DRAIN) 19+00 .. . . <.i (D ~ IO IO ~ + a, ' WENTWORTH i • \ I ' I J I I I 88 • m I < • ,-..: < ..J 86 N d z (D <.i ~ <i. I-" (/) "1 .... ,-..: II (/) :r: N ,Id IX) IO " N IJ1 + 7 ~ :!: w a. a. 0 z w -ai I') • .... u <D ~ N ..J 6~ ~w 0 iii z d z ai <.i ~ ~q (/) .... . II f-:r: (/) IX) .Id ---=o IX) N- 1+00 w ~ ui --, . :..: f-. z w z ~::; 2+00 t < :r: (/) :r: . :::; ~ ~- NW ma. ~~ .± (/) a-; ~ 88 <.i ai - rJ w -.... -a - PROFILE SCALE HORIZ.: 1" 40' VERT. : 1" 4' <.i (D IX) N g + -a - . 3+00 . -i -c <.i w a IO ,--: IO ;t a - :-r r . . . . iii . . 4+00 88 t < :r: (/) .. <.i ai - N .... ~ + I') ::= ' - ----:--- . -- . --. -····-.......... -····· LAT.L I_ L ~ IJ II :.. ,;_; _, cJ "' •A-s• -- -----__ _ -. . -. - LAT. ---- r---- ... --- CONSTRUCTION NOTES: . - - ----------·--·· ·········-... ··-···-· ·---··· ... ··-·-·· --- LAT. •A-2a• (SEE PLAN VIEW SHT. SD-1) @a-INSTALL 18" R.C.P. PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PROFILE) ,::;;;-,~INSTALL 24" R.C.P. PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PROFILE) ~CONST. CATCH BASIN TYPE I PER CITY OF IRVINE STD. PLAN NO. 300 @-coNST. CATCH BASIN TYPE II PER CITY OF IRVINE STD. PLAN NO. 301 ~CONST. JUNCTION STRUCTURE TYPE I PER CITY OF IRVINE STD. PLAN NO. 306 -@,PROTECT SEWER LINE IN PLACE e-J_ _m i' L <.i w -m a 0 -s a ~ ~~~ ~r----= ~f N62"31'39"W I l l I: l I I/' ' I I I I REGENTS ai <.i I -..J d z (D <.i m ..J st< ,--: :!: ~ lO W <( .. s O t; ~ a (/) ~z ,-..: 11 (/) :r: I') .Id o. ·a I') . IO 0 + tt' ~ :!: LINE "c• (PRIVATE STORM DRAIN) + II ~ :!: 0 ® © © © © DELTA 2317'02" 07"25'06" 14"04'54" 32'53'04" 52'25'06" 24'22'39" 4618'30" CURVE DATA RADIUS TANGENT LENGTH 307.50' . 63.36' 124.96' 242.50' 15.72' 31.40' 22.50' 2.78' 5.53' 22.50' 6.64' 12.91' 22.50' 11.08' 20.58' 252.00' 54.43' 107.22' 45.00' 19.24' 36.37' 87 DRAWN BY: DATE ------+----+----------------------1----l TONY ESHAGHI 4/24/97 DESIGNED BY: DA TE TONY ESHAGHI 4/24/97 CHECKED BY: DATE NO. DAlE REVISIONS DOUG BENDER 87 PLANS PREPARED BY: DOUGLAS BENDER AND ASSOCIATES Consultlng Civil Engineers 22936 MU mEEK DR1\£,, SIJllE A (714) 586-0088 LAGUNA HILLS, CALIFORNIA 92853 rA)(, (71') 588-5866 £kK:B~ i1f1f R.C.E. No. 28946, EXP. DATE 3/31/99 TRACT 15409 LINE "A" & "C" PROJECT NO. 28884-MC 1--_S_TO_R_M_D_R_A_IN_IM __ P ___ R=O_VE ___ M __ E_N_T_P_L ___ A=N_S_----1 SHEET SD-3 CI TY OF IRVINE 18 OF 18 COMMUNITY DEVELOPMENT DEPARTMENT 268S03.DWG I i' I I I / z C ?:: CD m JJ □ JJ ~ z (jJ z C ?:: CD 93 I □ JJ ~ z (jJ z C ?:: CD m JJ ) □ JJ ~ z (jJ