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HomeMy WebLinkAboutR_5846_S1. THIS NOTE HEREIN INCORPORATES, BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 THROUGH 22 OF PF&RD STANDARD PLAN 1801, CURRENT EDITION. 2. THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF THE CURRENT PF&RD STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. ~~~PROVFMENT PLANS FOR FOR R~DGE PAR~< ROAD <R!DOR 3. THE DEVELOPER SHALL TELEPHONE PF&RD/PUBUC '1/0RKS/CONSTRUCTION AT 567-7800 AT LEAST 24-HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO PF&RD/PUBUC WORK'S INSPECTION. 4. PF&RD ENCROACHMENT PERMIT REQUIRED. COUNTY APPROVED Pl.ANS 00 NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIB!LITY TO OBTAIN PUBL!C PROPERTY PERMIT WHICH SHALL BE AVAIU,BLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT-OF-WAY. A PORTION OF LOT 134 OF THE IRV!NE SUBD!VISION PAGE 1 OF BOO~( 88 OF r\111SCELLANEOUS MAPS AND AS SHOWN or~ VESTING TENTAT~VE .. ~\11AP 15811. SAN JOAQUIN RESERVOIR /:r "1(:/t'J IC .--~"''~ ) • / VISTA 5. ALL CONCRE'i'E 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 A PRIV.'-TE SOILS FIRM AT THE DIRECTION OF THE PF&RD INSPECTOR. 7. All DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW CUT TO THE NEAREST TRANSVERSE SCORE MARI< OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF PF&RO STANDARD PLANS. 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN' A NEAT, CLEAN, DUST-FREE AND SANITARY CONDITION AT ALL TIMES TO THE SATISFACTION OF PF&RD INSPECTOR. THE ADJACENT STREETS SHALL BE l<EPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED 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 PF&RD 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 PF&RO/PUBUC WORKS. All STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 18. 10. TR.AFFIC 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 PLANS SHALL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PU\NS 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 PF&RD INSPECTOR AND THE PRIVATE LABORATORY PRIOR TO ANY TESTING. 13. A.C. PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL BE SLURRY SEALED IN ACCORDANCE WITH JECTiON 302-4 "EMULSION-AGGREGATE SLURRY' OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDlTION, BEFORE fiNAl ACCEPTANCE. 14. ALL TRAFFIC MARKING AND STRIPING SHALL BE STENCILS WHICH CONFORM WITH CALIFORNIA D.O.T. NON-METRIC STANDARD. 15. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMENT W!THOUT PF&RD 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. STRUCTURAc SECTION SHALL BE DETERMINED BY PF&RD MATERIALS LAB. 18. WHENEVER THE EXISTING PAVEMENT JOINT ANY PROPOSED PAVEMENT CONTRACTION SH SAW CUT, OVERLAY THE PAVEMENT AS NECESSARY TO PROVIDE A UNIFORM 1.7% CROSS FALL TO SATISFACTION OF PF&RD INSPECTOR. APPROVED DEVIATIONS FROM STANDARD OF DESIGN THE SUBDIVIDER IS REQUESTING THE FOLLOWING DEVIATIONS TO THE ORANGE COUNTY SUBDIVISION CODE: Ql;:.;;QRIPTIOtJ STANDARD DEVIATION 5. COLLECTOR STREET, RIDGE PARK ROAD STD. PLAN NO. 1107 STD, Pl.AN NO. 1107 35 MPH DESIGN SPEED HIGHWAY DESIGN MANUAL A) SIDEWALK ON ONE SIDE ONLY BETWEEN ENTRY TO LOTS 388-391 AND 200' EAST Of 'B' STREET B) PARKWAY WIDTH 11.5' AS SHOWN ON TYPICAL SECTION AS SHOWN ON SHEET 3 OF 11 C) DESIGN SPEED OF 32 MPH BLOC~( Ai\]D MODULE= 5252 75 STO~~"~ Dlx!AI~~ Glle~J~~AIL. rJ@Y~S 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 PF&RD 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 STATE OF CALIFORNIA SAFETY REQUIREMENTS. 4. PIPE CONSTRUCTION IN fill AREA MUST BE COORDINATED WITH THE 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 PF&RD FOR ANY l;NCROACHMENT NECESSARY FOR CONSTRUCTION. !N PUBLIC RIGHT OF WAY. 18. LENGTH OF MANHOLE STRUCTURES MAY BE INCREASED TO MEET PIPE ENDS AT OPTION OF CONTRACTOR AS LONG AS REINFORCING STEEL IS CONTINUED AS REQUIRED. ANY Cf-lANGE IN SPUR LOCATION MUST BE APPROVED BY THE ENGINEER. 19. .FLOOR OF MANHOLE STRUCTURE SHALL BE STEEL TROWELLEO TO SPRING LINE. : C'o,1s,,. TITLE SHEET lttt,r:.--- RIDGE ROAD NEWPORT COAST DRIVE UiClrJltiV rv~AliJl NTS INDEX, GENERAL NOTES, CONSTRUCTION NOTES AND QIJANTmES TYPIC',AL SECTIONS, DETAILS AND LOCAL DEPRESSIONS GRADING TO INSURE THAT WHEN THE FILL OPERATION HAS BEEN COMPLETED AT GRADE THERE IS ft. MINIMUM OF 2 FEET OF FILL ABOVE THE TOP OF PIPE. 5. ALL WORK MUST BE IN CONFORMANCE WITH THE CURRENT ORANGE COUNTY E.M.A. STANDARD SPECIFlCATIONS AND MUST BE KEPT ON THE JOB SITE AT ALL TIMES. 20. BODY OF MANHOLE STRUCTURE, INCLUDING SPUR, MUST BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT CONSTRUCTION JOINT AT THE •SPRING LINE WITH A LONGITUDINAL Kf:YWAY IS PERMITTED. 21. All REINFORCING BARS MUST BE SECURELY MELO IN Pl.ACE IN THE FORMS. 1. 2. 3. 4, 5. 6. 7. 8. 9, RIDGE PARK ROAD PLAN ANO PROFILE FROM STA 64+35.00 TO .STA 74+00.00 RIDGE PARK ROAD PLAN AND PROFILE FROM STA 74+00.00 TO STA 66+00.00 RIDGE PARK ROAD PLAN AND PROFILE FROM STA 86+00.00 TO CUL-DE-SAC STORM DRAIN LINE "A" FROM STA 31+08.96 TO STA. 40+00.00 STORM DRAIN LINE "A" FROM STA 40+00.00 TO STA 47+83.52 6. THE CONTRACTOR MUST NOTIFY THE PF&RD INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY Cot,STRUCTION BY TELEPHONING 567-7800, OR BY WRITING THE PF&RD, ATTN: CONSTRUCTION, P.O. BOX 486, SANTA ANA, Cf..'. 92702. TWO-WAY MATS OF STEEL MIJST BE WIRED TOGETHER BOTH WAYS AT ALTERNATE INTERSECTIONS. 22. STORM DRAIN BACl<FlLl FOR All FACILITIES WITHIN STREET RIGHT OF WAY IS TO BE PLACED AND COMPACTED UNDER PF&RD INSPECTION AND MEET OR EXCEED PF&RD MINIMUM STANDARDS, 10. 11. SEWER ANO WATER PLAN AND PROFlLE FROM STA 8+06.01 TO STA 14+20.27 SEWER AND WATER PLAN AND PROFILE FROM STA 14+20.27 TO STA 21+42.31 SEWER AND WATER PLAN AND PROFILE rROM STA 65+57.15 TO STA 69+48.31 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 VEGETABLE MATTER. 8. ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL ALIGNMENT MUST BE PROVIDED BY THE CONTRACTOR OR DEVELOPER AND SUFFICIENT REFERENCE STAl<ING MUST BE IN ACCORDANCE WITH THE REQUEST OF THE PF&RD INSPECTOR. 9. ALL REINFORCED CONCRETE PIPE MUST BE BEDDED IN ACCORDANCE WITH PIPE BEDDING DETAIL PER PF&RD STANDARD PLAN 1319. 10. CONTRACTOR WILL NOTIFY PF'&RO MATERIALS LAB (PHONE # (714) 567-7805) 48 HOURS PRIOR TO D-LOAD TESTING OF R.C.P. FOR VERIFICATION OF RESULTS. 11. PRIOR TO THE PLACEMENT OF STORM DRAIN IMPROVEMENTS, THE DEVELOPER'S SOIL ENGINEERING SHALL CERTIFY IN WRITING TO THE E.M.A. INSPECTOR· THAT THE STORM DRAIN'S SUBGRADE IS OF ADEQUATE STRENGTH TO SUPPORT THE STRUCTURES AND ANY ANTICIPATED LOADS. 12. PRIOR TO THE COMMENCEMENT ,OF CONSTRUCTION, THE DEVELOPER'S CONTRACTOR SHALL OBTAIN A PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY. A COPY OF THE PERMIT SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. 13. WHENEVER APPLICABLE, THE: DEVELOPER SHALL OBTAIN 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 THAT IS TO BE CONTINUOUS SHALL BE LAPPED A MINIMUM OF 45 BAR DIAMETERS. 15. ALL MATERIALS TESTING FOR DRAINAGE FACILITIES SHALL BE PROVIDED BY THE PF&RD MATERIALS LAB IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE PF&RD INSPECTOR. 23. All PIPE TO BE BANDED A~!D GROUTED. 24. R.C.P. SHALL COMPLY WITH ALL A.S.T.M. APPLICABLE STANDARDS. 25. WORKING WITHIN ORANGE COUN1'Y f'LOOD 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 PF&RD STANDARD PLANS. . . 27. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED Ai,.ONG THEIR EXISTING STREET OR DRAINAGE COURSES. 28. IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION WITH FUELS, OILS, BITUMENS, OR HARMFUL MATERIALS. 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 PF&RD SID PLAN' 1308, TfPE A, SHEET 2 OF 2. 3 L WHERE PIPE IS TO BE LOCATED IN FILL El>.'TENDING MORE THAN 1 O' ABOVE TOP OF PIPE, THE FILL SHALL BE COMPACTED TO FINISHED GRADE SHOWN ON ROUGH GRADING PLAN PRIOR TO TRENCHING. THE TRENCH WIDTH SHALL NOT EXCEED PIPE 0.0. PLUS 20". CONTRACTOR MAY SUBMIT ALTERNATIVE INSTALLATION TO THE DESIGN ENGINEER FOR APPROVAL 32. CATCH BASIN SUPPORT SHALL BE CONSTRUCTED PER DETAIL "A" AS SHOWN ON PF&RD sm PLAN 1306, SHEET 2 OF 3. IMPROVEMENTS BONDED UNDER TR 16166 -r, A 15 ,J \l I ,,..,_ __ ,.,,, -----~ '\ NOTE: STORM DRAIN MAiNTAINED BY COUNTY OF ORANGE ONLY WITHIN PUBLIC STREET RIGHT OF WAY. DIAL TOLL FREE 1-800-422-4133 AT lE'AST Tl'/0 DAYS BEFORE YOU DIG UNDERGROUND SERV1CE ALERT OF SOl!TMERN Cl,I..IFORNIA PF&RD ENCROACHMENT PERMIT PERMIT APPLICATION # 2001 00737 PURSUANT TO ASSEMBLY Bill 3019, NO EXCAVATION PERMIT lS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY 1.0. NUMBER~------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY 1.0. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. SIGNED: DATE: __ _ <eA!Ll!F@~~~!A C@Ur~Clll @Ir Cl'111L le~JCnlL\!lrE~L?JS ~x !LA!;\'JD SIU!Rl'1~V@!Rl~ CONTRACTOR FURTHER AGREES TH.I\T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY Of ALL PERSONS ANO PROPERTY: THAT THIS REQUIREMElli'T SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, . INDEMNIFY AND HOLD THE OWNER ANO TME ENGINEER HARMLESS FROM ANY AND ALL -UASIUiY, REAL OR ALLEGED, IN CONNECTION WITH lHE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILl1Y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THEIR ENGINEER. • THE ESTIMATED QUANTITIES, SHEET 2, ARE ONLY FOR THE PURPOSE OF OBTAlN,NG THE NECESSARY PERMITS, AND TETRA TECH, INC. DOES NOT GUARANTEE. THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUB•.'.!TTING A BID FOR ANY PORTION OF THE IMPROVEMFNTS COVERED BY THESE PLANS. \ PU\ ~ 0 I 0 N I '° A. B. C. D. E. I. J. L. M. 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 COUNTY OF OP-ANGE PERMiT FOR WORK DONE ON A PUBLIC RIGHT-OF-WAY. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949)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 SYSTEM FOR VERIFiCATIOI-J OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. . STATIONS SHOWN N3 IO+OO.OOI ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. ALL !ATERALS 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. 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 W!LL BE INSPECTED AND TESTED BY THE COUNTY OF ORANGE. INFILfRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND CONSTRUCTION MANUAL", AS LAST REVISED. ALL SEWER L!NES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DiSTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE, AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. 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 SIT OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. P. 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. 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 WORKING ON IRWD SEWER MUST HAVE A C-.34 UCENSE 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. U. 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 COUNTY OF ORANGE. v. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER!NG PERMIT FROM THE STATE OF CALIF'ORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF EXCAVATION. 4 A. B. C. D. E. F. G. H. I. J. K. L. M. N. 0. P. Q. R. s. 1. 2. 3. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORl<ING DAYS BEFORE START OF WORK AT (949)45.3-53D0 OR (949)453-5615. 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. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING , TRACT DEVELOPMENT. AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. IN l~ESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FiNISHED SURFACE. NO METER IS TO BE PLACED W!THIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES BY USE OF 4" GRINDER. INDIVlDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING RECLAIMED WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY TURBIDl1Y 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. THE CONTRACTOR WORKING ON iRWD WATERLINES MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMIT FROM THE STATE OF CALIFORN!A, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF EXCAVATION. f.lECLAIP.1ED t'J ATER rJOiES ALL OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEMS. RECLAIMED WATER PIPE SHALL BE PURPLE PVC C-900 PIPE, EITHER CLASS 150 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WATER. ALL 1-INCH AND 2-INCH COPPER SERVICES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END. lt~DEX MAP SCP.LE: 1" --100' STREET PLAN SHEET NO. SE.VER, DOMESTIC WATER, RECLAIMED WATER SHEET NO. STORM DRAIN SHEET NO. PROPOSED CURB & GUTTER PROPOSED RIGHT OF WAY ---RW PROPOSED RECLAJMED WATER ---DW PROPOSED DOMEST!C WATER ---S ---'PROPOSED SEIVER Oi I};) 0 CAPITAL FACILITIES PROPOSED FlRE HYDRANT WATER VALVE SEWER MANHOLE DIRECTION OF SEWER FLOWS :0-, STREET LIGHT PROPOSED STORM DP.AIN C.B, -~c:.:i···--CATCH BASIN 0 EX DW EX RW EX S PROPOSED SLEEvES EX. FIRE HYDRANT EX. WATER VALVE EX. SEWER MANHOLE EXISTING DOMESTIC WATER EXISTING RECLAIMED WATER EXISTING SEWER 6 UNDERGROUND SERVICE ALERT OF SOITT!1ERN CAUFORNLII CONSTRUCTION NOTES QUANTITIES Q) CONSTRUCT _ AC OVER _ AB PER SOILS ENGINEER'S RECOMMENDATIONS ............................................. 110,301 SF @ CONSTRUCT "A2-6" CONC CURB AND GUTTER PER PF&RD STD 120-0-0C (W=1.5').................................... 5,693 LF @ CONSTRUCT LOCAL DEPRESSION PER PF&RD SID PLAN 1308 ("L" PER PLAN).. .. ....... .................... 6 EA © CONSTRUCT CONCRETE SIDEWALK PER PF&l<D sm PLAN 1205 ................................................................................. 20,855 SF /r @ CONSTRUCT MODIFlED CURB RAMP PER PF/l:RD STD PLAN 1115 AND DETAIL ON SHEET 3. ......................... 5 EA Le:; @ INSTALL STREET NAME SIGN & POST PER PF&RD STD PLAN 1407. ........................................................................... 4 EA (?_) INSTALL STREET LIGHT PER PF&RD SID PLAN 1411 (5,600 LUMENS). ................................................................... 4 EA @ CON.STRUCT CURB INLET SUPPORT PER PF&RD STD 139~• _DETAIL A, AND CATCH BAS!N MANHOLE fllAME AND COVER PER APWA STIJ 31;;-1 ...................................................................................... . 15 EA /1\ @ INSTALL 1 SET OF PVC SLEEVE SCH 40 PER DETAIL ON SHT. 3 ............................................................... . Ji' @) CONSIBUCT DRIVEWAY APPROACH PER PF & RD STD. 1209 .............................................................. . t @ PAINT STRIPING INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC 2664 lf Ll.\ MANUAL FIG. 6-4, DETAIL 22 368 lF 2 EA ., @j!9"~D...f'1!-N.. .. E3!St:N.tl. i:_A~MJNL~ ;'~. ~~F-~.C).Ot:!, ~ _['f ,&.R□~.!NSP~.C~()~, "''v··~::;c·;;; <. ::: .. -J2t; !is <@)_lt!S~L~ A~ Nl ~o .... W56_~~~R~V:' ... P!R~AL11;A::> ..._mAF~~c MANU!L~ , ·""··or·-~·'~-·c,>c:::/ --,l LA SiORM DRAIN IMPRO\l(MENTS • -• • ..., "'---• • -.... ~ • -· @ INSTALL 18" RCP (D-LOAD PER PROFILE) ........................................................................................................................... .. ffi @ INSTALL 24• RCP (D-LOAD PER PROFILE) .. __ ............................................................................................................. . ffi @ INSTALL 3()" RCP {D-LOAD PER PROFl1£).. . ......................................................................................................... . @ CONSTRUCT JUNCTION STRUCTURE TYPE I PER PF&RD STD PLAN 1310. . ........................................................ .. (gl CONSTRUCT JUNCTION S1RUCTURE TYPE IV PER PF&RD SID PLAN 1313. .................. .................. ........... . ... . @ CONSTRUCT !NLET TYPE II PER PF&RD STD PLAN 1302 ("l • & "H" PER PLAN) ................................... . @ PLUG l\11H BR!CK AND MORTAR .............................................................................................................................................. . @ REMOVE EXIST RIP-RAP AND CONS1RUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL ON SHT. 3 .... . DOMESTIC WATER /.;\ 'JO' INSTALL a· DIP V~lli BEDDING PER IRWD sm W-11. ....................................................... .. {_;;..__. ~ @ INSTALL s• P.V.C. BEND W/r}lRUST BLOCK PER IRWD STD W-12. (SEE PLAN FOR ANGLE) ..................... . @ INSTALL a·, B"x s· P.V.C. '!EE W/THRUST BLOCK PER IRWD SID W-12 .......................................................... . /2\ @ INSTALL a• GATE VALVE PER IRWD SID W-7. ......................................................... ... . ............................... .. u..:,.'tiJ !~ @ INSTALL RESIDENTIAL FlRE HYDRANT ASSEMBLY PER IRWIJ sm W-5 ........................................................... .. L?.). 'Ci @ INSTALL TEMPORARY BLOWOFF PER IRWD SID W-9 ......................................................................................................... .. ;B\ @) INSTALL s• P.V.C., CLASS 200, 111TH BEDDING PER IRWD STD W-11. .................................................................... . @ INSTALL 12" x 8" D.I. REDUCER W/ THRUST BLOCK PER IRWD STD. W-12 ......................................................... . @ ADJUST EXISTING VALVE TO GRADE........... ..................... . ...................................................... . @) REMOVE EXISTING END PLUG AND JO!N ................................................................................................................ .. @ INSTALL 10"x 10"x 10· P.V.C. TEE IV/THRUST BLOCK PER IRWD sm W-12 ........................................................ . @ INSTALL 10" DIP wrm BEDDING PER IRl'ID SID W-11 .................................................................... _ .. _ ................. . @ INSTALL 10• DIP BEND W/r}lRUST BLOCK PER IRWIJ STD VJ .. ·12. (SEE PLAN fOR ANGLEj ......................... . @ INSTALL 1o·x 10·, a· P.V.C. "TEE W/lliRUST BLOCK PER IR\\1) sm W-12 ..................................................... . @ INSTALL 10• GATE VALVE PER IRWD STD W-7 ................................................................................................................... . @ INSTALL 10" P.V.C., CLASS 200, Willi BEDDING PER IRWD SID W-11. /2_\. @ REMOVE EXIST. BLIND FLANGE & INSTALL RESIDENTIAL FlRE HYDRANT ASSEMBLY PER IRWD STD W-5. RECLAIMED WATER @) INSTALL 4• PURPLE C-900 PVC CL 200 \'f;TH BEDDING PER IRVID sm W-11. @ INSTALL 4" GATE VALVE PER IRW!l STD W-7. .... ... . ........................................................ , .. .. @) INSTALL 2" END OF LINE SER\1CE PER IR\\'D W-2 &J'l:c:1 ............................................................................................ . @ INSTALL 2' IRRIGATION SERViCE PER IRWD STD. l'l-2 ...................................................................................................... . @ INSTALL TEMPORARY BLOWOFF PER IRWD SID W-9. ... ...... ... . .. ......... ..... ......... . ... . .... . @ REMOVE EXISTING BUND Fl.ANGE AND JOIN. .. .................................................................................................................. . @ ADJUST EXISTING VALVE TD GRADE ......................................................................................................................................... . (gl INSTALL 4• X 4• X 4• 1EE W/ lliRUST BLOCK PER IRWD sm W-12 ...................................................... . SANITARY SE\'IER @ INSTALL a• PVC SDR-35 SEWER MAIN W/BEDOING PER IRWD SID S-5 ............................................................... .. @ CONSTRUCT 60" PRECAST SEWER MANHOLE PER IRWD STD S-1, S-2 & S-3 .................................................. . @ CONSTRUCT 48" PRECAST SE\l'ER MANHOLE PER IR\'ID sm S-1, S-2 & S-3 ............................................ .. @ INSTALL B" EXTRA STRENGTH VCP SEWER MAIN W/BEDDING PER IRWD SID S-5 .......................................... .. @ CONSTRUCT SEWER END PLUG. ........ .......... ..... ..... . .. ...... . . ............................................................ . @) ADJUST MANHOLE RIM TO GRADE ........................................................................................................................................... . @ REMOVE EXISTING END PLUG AND JOIN. ........... ............................ ........... ... ......... ..... .. ..... . ......... . ........................ . FORCED MAIN SEWER REVISl:.D LH1 & RIGHT ,6. CURB Pl.A"! & PROFU L'22:. FR0~1 STA. 64+.34i TO 55+56± ORANGE COUNTY 568 Lf 499 LF 829 LF 7 EA 1 EA 6 EA 3 EA 2 EA 18 LF 3 EA 1 EA 5 EA 4 EA 6 EA 1,619 LF 1 EA 7 EA 1 EA 2 EA 6 LF 1 EA 3 EA 7 EA 2,366 LF 1 EA 1,217 LF 1 EA 1 EA 2 EA 1 EA 2 EA 6 EA 2 EA 1,139 lF 2 EA 3 EA 209 LF 3 EA 1 EA 1 EA 262 LF 1 EA BEA 2 EA 1452 LF 1 EA PLANNING & DEVELOPMENT SERVICES ADDED CONST. NOTES ff47 MlD fffH. REVlS~D CONSTRUCTION NOTE #82 /1_ 11ELOCM.iED ALL FIRE HY· __ .... J•. ···~-· -DRANTS, REVISED WAlER STUB··OUT LOCAT:ONS UPDATED QIJANT!TilS, ".[LOCATED STREET LK;,-rr SE~!ND THE SIDEWALK & fil AD()([, CONST_ NOT£S ff 11 & 12. RELOCArtO 1\ ADOED SLEEVES. tJP- DATEO OUA:-.!TITIES DRAWN __ JiY!Sd_ STREET IMPROVEMENT PLANS RIDGE PAR!( ROAD INDEX IJAP, G£Nff/AL NOrES, CONSTIIIJCT/0/1 NOTES ANO QUANTITIES SHEET 2 1 1 a VJ CL E 0 ! ,! ( \ I R/W 6.5' ¾~<-, "--: i 2% ----.,.-._ ,;,-,-.,,,,1;:;;7,:~ . ' :,;. //;' /"/,« • ' . ' . ·, 1} -/--I CONST -f' PCC SIDEWALK ( PER PF &RD STD 1205 r;i 1 Ol!IT SIDEWALK FROM N'L Y '---' DRIVE TO CUL-DE-SAC ' ,~ \ \ cot,ST 4" PCC SIDEWAU< 0PER PF&RD STD 1205 J ., CONST "A2-6" TYPE CONST ",\2-6" TYPE CURB & GUTTER PEP PF&RD (j) STD 120--0-0C (w~1.s') (0 CURB & GUTTER PER Pe&RD STD 120-0-0C (W=L5') R/W TYPICAL SECTION RIDGE IPARI< ROAD (PUBL~C) (PARKING ALLOWED ON ONE SIDE ONL YI (N.T.S.) ( I ' I \ .. ./ STOllM DF:/i.lN G: ~ 15• I 4• -· ~----···~~ -•"------ 1 6' i !·-E·--·-Ja--i I ! SEWER r 11 ' WATER TYP~CAL SECTION SEWER, STORM DRAI[\!, R/W REC. \NATER AND DOM. WATER (N,T.S.) SIDEWALK IC< ACCORDANCE W!TH PF&RD STD PLNJ 1205 ----CURB & GUTTER ( \ I \ ( \, r ( 25' 19' TRANSITION 6' -CURB FACE /I CB No. A-2 (END OF LINE '' A") Q)-l_O_C_A_L_D_~-~-:-~-tf-,L~--_IO_N_D_E_T_A_I_L_ ----"' / ""·/ V --~-\ [ -\ -l \ I \ '-' ' '.'11 \\I FLOW-BY\ • :::~\ . v -----I 1----- I' i I ,. 19' TRANSITION 6' ·····-· fo -m ,, I os' ro < 0 "" + Q i I °' z. CD ,,,. 3' "' ro-u II co ,,.,, _, CB No. A-9 \ I L~ \'..\ Q) LOCAL DEPRESSION DET All 3 >-----'--~~--'-'--- NOf TO SCA~E / ) STREET IMPROVEMENTS CONSTRUCT ___ AC OVER ___ .AB PER SGILS ENGiNffR'S RECCJI.IMENDA liCJNS CONSTRUCT "A2-5" CONC CURB AlsD GUTTER Pm !'F&RD STD 120-0-0C (W~1.:/). C(f'1STRUC1 LDCAL D[PR[SSim✓ PCR PF&RD STD PLAN 1308 ("L '' PE"R i1LAN), CONSTRUCT CONCRETE SiDEW,\LK PER PF&RD STD PL.A'.\l 1205, ' CONSiRlJCf t,-iODlf"iED CURB RAMP PER PF&RO STD Pl/\~l 1115 Ai~D DETAIL ON SHf:.tT J. iNSiM.L. i SET OF PVC SLEEVE SCH ~o (1-(/, '.(-f') Vi.R D[TPd!.. m~ SHEEl 3 i\ND EX-1ENU 3' DEYON[) CON:RETE STORM DRAIN IMPROVEMENTS @ REMOVf. EXIST Rlf'-PAP ,',f,'l CONSTRUCT DOWNDR/,IN TO PIPE TRANSITION PER DCTAIL ON Sf/T. 3 f--4" MIN. CLLl\l,Ar!CE ' ,, t. ' ~ >- /RETAINING CURB \ 7 \ l \ SECTION A-A TYPE 1 @SIDEWALK " ,!':,', ' --. ' "" :.a ' ,, ~~-~~ .: ~' \ ~ I "' . I ~-i,-~tl, .;_ <( 1.0:E:i~ ~ , Q ' ',l;-j ii . C • "' . • l"'· ' d 1l '{.i-" 1:i ! ' . • V> ~ • , . ' . ' • i 6' MIN ,i· 6' ~AINI ' NOTE: SIDEWALK ACCESS RAMP IN ACCORDANCE WITH TITLE 24 .~~m AMERICAf,S WITH DISABILITIES ACT AND THE PF & RD STD PLAN 1115 I 'ii I ,, ' " \ SECTION R-R TYPE 4 ACCESS RAMP N.T.S, " I'-. _,..,/' '·-~/ ..____ ,/ ""''--__ / ' ~ . . ' ' • \~-CURB & GUTTER L \ \ / \ ! \ / ) ) /NOTFS: ·-PVC C/IP (TYPICAL) ••• 30" MIN, COVER FOR GAS SLEEVES ; 1. AL l PVC lllRIGAllON SLEEVi:S TO BE l'VC SCH 40 PIF'E. I _... 2. ,i;I_L JOlr✓TS ·~o BE SOLVENT W[l..O[D AND W,L\TF.RTiGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE TO 24-INCHES MINIMUM /..BCJVE FINISH G!,ADE. 4. fvtECf-1.AN!CALLY TAMP TO 9'.:)'.?-~ PROCTOR. SLEEVING ®1------- N, T. S. -------PVC CAP (TYPIC.Al.) SM~.LLER SLEEVE 38.5f ( 32.54' TRANSIT!ON 6' \ ) \ GUR8 tACE ( .'--CURB FACE 19' TRANSITION 25' CB No. A-4 Q)i--l_O_C_A_L_D-,--~0=~-cc~,-. ~""cSC,-AL~,c--lO_N __ D_E_T_A_l_L_ Q) 25' LOCAL CB No. A-11 DEPRESSION NOT TO SCALE \ PIPE, S/ZC AND • ;)YPE PLR PLAN ,' \ : / \ , 25' 19' TRANSITION CURD FACE - DETAIL SECTION A-A WELD WASHERS TO REMOV/\8L£ Cf?Art..- A A L J CB No. A-5 LOCAL DEPRESSION DETAIL ----------NOT TO SCALE '-CURB_ FACE CB No. A-12 ~ LOCAL DEPRESSION DET All ~)f--------,N""o""r""ro--ecsc,-,A""LEcc-------- --SEE OCTA/l. BtLOW SECTION 8-B NOTES 1. GROUND SHAU. BE P,~'E-WETTE.0 TC T.1-.-JE" .SATl8FAC7!0N OF THE BUILDING OfF!CIAl PRIOR (0 PLACEMlNT OF CONCl?OF. 2. MAffR!AL FOR CONS1Hl!Ci10N OF-DOWN DRAIN SHALL BE: CONCREJL" R[!N(VRCCD WITH 6''x6" W1,4XWT.4 WELDED WIRE VA8F?/C, 3. DOWN DRA!N TO PIP£ TR!\NS/TION Si-!AU. NOT BE USED WITHIN PUAUC ROAD RIGl-!T-OF -WAY. 4. GRATE SHALL BE HOT DIP GALVANIZED NIER F"ABR!Ci\TiON. DOWN DRAIN TO PIPE TRAl'ISITION @------------ N.T,S, ORANGE COUNTY ) ) \ ) ) PLANNING & DEVELOPMENT SERVICES DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNtA (~]TETRA TECH lnfrasirndurc Southwest Group l r:_ IY7?'0 C,ir!v,rlght Ri><1d, Suite 500 \....,l.Q tMoe, CA 92614-;5850 {(HS) 2~-678!:I FN{, \?H) ~:S0-&77S NO, REVISED LOCAL DE- PRESSION DETAIL rGR C.8. # A-5 & A-9. R~"V!SED SIDE.WALK ACCESS RAMP r;ETA!l DESCRIPT!OrJ APFR DAI( REViSiONS DESIGNED STREET IMPROVEMENT PLANS RIDGE PARK ROAD TYPICAL S[CT/ONS, OITA/LS AND LOCAL DEPR£SS/ONS Pf~EPM<'l:.O UN:JI:.!~ THE SUPERVISION' Of" DOI RANDY NGUYEN 10/00 SCALE AS SHOWN RCE: 6"1427 DATE DATE 10/00 DWG NO 11 cc, C· if) !·· i I .. I ! i I ' -·t090tRJ--I • i : ----+ ,,._,,, __ ··:··--·- J_ i .... STREET IMPROVEMENTS L!\@ COLD PL1\N EXISTING PAVEMEi':T TO T!IE SATISFACTION OF PF & RD INSPECTION STREET CURVE DATA TABLE V STREETCURVEDATA TABLE Q BEARING/DELTA RADIUS LENGTH TANG£NT Q BEARING/DELTA RADIUS LENGTH TANGENT i-(DcsA:--i-cs---5-'_4,_·"'_5_4'_' --+-_._? 1_0_0_.o_c_-+ __ 2_0_.9._4_7_-+ __ 1_0_1._a2_ .. --1•-C!.,,KJc....+----1'_'J_O_'J_o'_' --i---"-'.9_9_.o_o_---1 ___ 1_5._7_7_-i __ ::....7·.:.a::.:g_-,1 /.s\ 1-®,c-~ -1-,.g··"'c··~\ __ r_1_6_'4_8'_' -·-1j--2_1_20_.o_o_--+f---2_6_9._J_1 _-+ __ 1_J_4._8_7_-1-..:(""))C,__j __ N_,_o_'J_4-='2 __ 1_" ... w _ ___j __ . ___ .,,j__ ____ 5J:.:·:.:94::...._L.., ____ --1 & 1-(,,,£3,,,_Pl.""5\,a'--__ 5_'_4J_"'_S_t,,,'_+ __ 2_0_80_._o_o_-+ ___ 2o_a_._1_1_-+ __ 1_0_4._f_4_-l!-'®cEM'-l----1-='5:.:0..:'·:.:IO:.."_-l_...:..l:..17..:9.:.,0:.:0:__.__..:::J:..7.:::9.:.6 _ ___.j __ _:.:18:.:,9:.:8:_---1& @ 441)57'40" ?J5.oo· 576.77 J04. ;5 ® N 72:i25'02" w 12.s1 /5\ 1-➔®s:--+ ___ 1_1_'4_,_''_J_B,.."_-+ ___ 75_5_._0_0 __ 1-__ 1_5_5_.4_· 1 __ +-__ 1_1_.9_a __ +~@~o'-+--11 ..... 1..::.:?'~2_2..:'J_1_· ..... w __ +-------l--_:.:19~.~oa=---1--------l& ,_Q'.~·FJ_1--___ 4_4'_5_7'_4_0'_' _ _._ __ 7_1_5_.C_D _ _, __ 5_6_1._0_7_-"' __ 295_88 ---<>--®-"'P--< ____ 1'4_5_·,_49_"_-+ __ 1_5_0_0._0_0 _ _,, ___ 46_·._17_· --1·--"-·,,-_;,0_9 _ __, & @ 80f!59'J5" 35.00 49AB 29.89 0 1'.!i) 90'59'32' 35.00 55.58 35.61 0 ['.i) 25°09'09'' 755.00 331.44 163.43 0 CD N 71'12'26" E 226.26 0 CURB RETURN RIDGE PARK ROAD (PUBLIC) GRAPHIC SCALE IN f'F.ET ) 1 inch ""'· 40 fl. DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU D!G UNDERGROUND SERVICE 1\L£RT OF SOUTHERN C.A.LIFOR~!A TETRA TECH Infrastructure Southwest Group 17!7[) CmtwPg'"it R~"~• S~it;i ~00 1,..1., .. , CA 92&14-?S50 ('149) 250-t7l'll'! FAX {714) 250-6776 REVISrn 81" & RIGHT CURB PLAN & PROnLE FROM STA. €1+34± TO 651-56± RELOCATED SiREET UCf-lT BEHIND THC SIDEWALK. ADO CONST. NOTE 111 & 12. RELOCftTEO Ar![) ADDED SLEEVES AND A CURE! PJ.M? DESCR!F'T!ON t\Pr'R REVIS!ONS DESiGNi::D BWC CHECKED DATE DRN ORANGE COUNTY PLANNING & DEVELOPMENT SERVICES STREET IMPROVEMENT PLANS RIDGE PAR!< ROAD FROM STA 64+35.00 TO STA 74+00,00 pr~lPARLD ur~DEfi THE SUPEFlVISION OF DOl RANDY r~GUYEN i:.:CF. 61427 -----·· SCALE /IS SHOWN DArE 10/00 DWG NO 10/00 Dl\1E SHEET 4 1 1 C! ----~cs:;;:::,a1E•_._J1_Wk~-~~L-··-·-· .... ·-··· ........ __ e-:: I ---'-· J, ••• ·1. I . j. ·i- i I __ i I • --1-·- ' L I ., i ··+-------·-!--·--: -··-··--, ' ' I ' ' ' .. ··' ........... I, •.. 74 I ;_ .. ..: I I J_ ' -··---r-•-· -:- 75 STREET DATA TABLE Q BEARING/DEL T,4 RADIUS ffNGTl-! @ N 7f'42'26" £ 226,26 TANGENT @ 47"55'12" 880.00 736-00 ]91,07 @ 47'55'12" 900.00 752.73 399.95 @ 47"55'12" 860.00 719.27 382.18 -(0-,-+----J-6-~-2-•4-·3-,,--+----12_0_0_.o_o ___ +---10-·s-_-9-0--1---.J-9-s-_1_6 _ ___, [Fl .)6'42'43" '180.00 756.08 391.53 ~ (g) 31'20' 17" 1220.00 667.28 342.21 0 0 76 77 78 SEE SHEET 8 FOR CONSTRUCTION OF STORM DRAIN LINE-~ -- STREET IMPROVEMENTS (i) 0 0 0 ® (]) (i; CONSTRUCT ___ AC OVER ___ P,8 PER SOILS ENGINEER'S RECOMMENDATIONS. CONSTRUCT "A2-6" CONC CURB AND GUTTER PER PF&RD STD 120-0-0C (W~IS). CONSTRUCT LOCAL DEPRESS!m, PER PF&RD STD PLAN 1308 ("L'' PER PLA!J)_ CONSTRUCT CONCR,lE SIDEWALK PER PF&RD STD PLAN 1205. CONSTRUCT MODIFIED CURG RAMP PER PF&RD STD PLAN 1115 AND DETAIL ON SHEET .3. INSTALL STREET LIGHT PER PF&RD STD PLAN 1411 (5,800 LUMENS). CONSTRUCT CURB INLET SUPPORT PF.R PF&RD STD 1306, DETAIL A, ,ANO C.ATCH BASIN MANHOLE FRAtJE AND COVER PER APWA STD 312-1. INSTALL 1 SET OF PVC SLEEVE SCH 40 PER DrT/\ll ON SHT. 3 CONS1RUCT DRIVEWAY APPROACH PER PF & RD STD. 1209 PAINT STRIPING INCLUDING INSTALLA'l◊N OF RAISED PAVEMENT MARi<ERS PER CALTRANS TRAFFIC MANUAL FIG, 6-4, DE1/1li. 22 79 80 R/W L:- RIDGE ' i I I ' --r-··-1 j ; 81 -- .. ! .. -·-[---:--, ..l I _j __ PARK ROAD GRAPHIC SCALE ( IN FEET ) i inch = 40 tl -·-I ' ' i, ..... -'., ___ _ I ! I .. -,:_ ,..I --- i I I I I ' I .. ,, ____ , ___ !-- 1 -1-· i L i ·"" t i I ---i I ·····+- I L • l c--+--;--+---: ! : : i ,_! __ ~ .. --. ~I--- 83 i i~·-·1 '' ; __ i I i ;----;--+' I ';--+-~-i ! : ·· i · ! -··-··\"··-·-·""j"-· ... : ......... .L ...... -I •• ··'· ••••• l • '•~~ ~,;•~~\.~-••••c ··1 -___ , ·-"'· ~: ""5+---c:, i ---1 ·-·· ' i "t i·' 84 DIAL TOLL FREE 1-800-422-4133 I ' I TETRA TECH .. I_ ' ' ····>·-··: - I ' -I i I I I J. i ··1 I ' ' .... .J. i ' "'""'"'T'·Ci-"",-!--. --~ . , -~ ~ ! I i I I i i I I I i .I__ .. J ""1 ' --I • , RT'-1:46.% 85 NO. I RELOCATE.) STREET UGHT BEH!f\iD THE S1DEINALK & SLEEVES FROM STA 75+27 TO STA. 74+05 DESCRIPTION /\PPR AT LEAST TWO DAYS BEFORE YOU DIG lnfrnstructurn Southwest Group REVISIONS UNDERGROUND S[RV!CE ALERT OF SOUTHERN CAUFORN!A 1777D C<>rlwrlgkt !ic11d. Se1!i~ 500 !,vi""• CA 1,2614-!\!l~!l (949} 23/l-t'n"ilS f.O.X {7H-) 250-8771.l I ' -I 0)-' c:i ' I 5-+--_,,_, __ i ---+---· - 86 ! i I --+--l--.L---'..~ .. _ i ' I i 1· ··r·-- Ll-: -+-i-f---+' __,1-'---+--- • ,_, I """"" i. ____ • ·-··;-• ···-t·. I ' ' l .. ,__ ' __ .. )_ .. ____ , ···--- ' I T l ... I J.. j. __ i __ ~ :---1--~-·------· ' ' ' l ______ 1_. ___ _! __ J.. ',_._ L ·i-·--· PROFILE SCALES HORIZ: VERT: ORANGE COUNTY 1" 1 " = 40' -8' PLANNING & DEVELOPMENT SERVICES STREET IMPROVEMENT PLANS RIDGE PAR!< ROAD FROM STA 74+00.0/J TO STA 86+00.00 DATE 10iOO DAT[ SHEET SCJ:1.I_E .A.S SHOWN DATE 10/0G DWG MO 5 1 1 \ \ RIDGE ROAD (PUBLIC) STREET DATA TABLE ' STREET IMPROVEMENTS G) CONS1RUCT _ AC OVER _ AB PER SOILS ENGINEER'S RECOMMENDATIONS. @ CONS1RUCT "A2-6" CONC CURB AND GUTTER PER PF&RD SID 120-0-0C (W=1.5'). @ CONS1RUCT LOCAL DEPRESSION PER PF&RD SID PLAN 1308 ("L" PER PLAN). G) CONSTRUCT CONCRETE SIDEWALK PER PF&RD STD PLAN 1205, @ CONS1RUCT MODIFIED CURB RAMP PER PF&RD SID PLAN 1115 AND DETAIL ON SHEET 3. @ INSTALL STREET NAME SIGN & POST PER PF&RD STD PLAN 1407. (j) ® ® INSTALL STREET LIGHT PER PF&RD STD PLAN 1411 (5,800 LUMENS). CONS1RUCT CURB IN1£T SUPPORT PER PF&RO SID 1306, DETAIL A, AND CATCH BASIN MANHOLE FRAME AND COVER PER APWA sm 312-1. INSTALL 1 SET OF PVC SLEEVE SCH 40 PER DETAIL ON SHT. 3 @) CONSTRUCT DRIVEWAY APPROACH PER PF & RD STD. 1209 .t, @ PAINT S1RIPING INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER CALIB/\NS TRAFFIC Lil MANUAL FIG. 6-4, DETAIL 22 ✓,@L:;;OW,,_gl,/11(£X!§11~,!,(lf'.~'P,le!JJQJ1:!_~--S,~]~%~~~. OF.Pf.-&..,R~ INSPECTION /4_ @) INSTALL A Nl AND W56 "ARROV/ PER CALTRANS TRAFFIC MANUAL ) "'~ -.........,..._.,,. ,.~ ... ,/'\--.,_ -·~/,__,,,-.,.~/'--''·----·· ,._>'·,.-_,/, _ _.,..,_ ___ ·•,,._ __ .--"'-___,A.._./'\,~--....--•• ....,___ / ORANGE COUNTY y -·~ [ J BEARING/DELTA RADIUS LENGTH TANGENT 1 """ "" \ ~~O A. ~ PLANNING & DEVELOPMENT SERVICES 'A' 36'42'43' 1200.00 768.90 398.16 /j' ,.." -1,s, / 'C) . ~~ 0~ @ 36'42'43° 1180.00 756.08 391.53 1 ,c NO. C57815 o © 31'20'1r 1220.00 667.28 342.21 . * EXP. s-3o-Oo 1/J @ 106'02'11. 35.00 64.77 46.48 '?:.~"!%: /A ADDED S'!RECT SIGN . {/)l ~ltir/4 © 73'12'41" J5.00 44.72 26.00 / '/9:. .• • Dl'L TOLL FREE ~-RELOCATE!) STREEf ' 0 (1t · . • M LIGHT DEHIND THE ® 42'20'19" 100.00 7J.89 38.73 GRAPHIC SCALE i ,. 1 .. · ... -.•· ... • 1-800-422-4133 1---------------1 & ~=\/;;,~~~ STREET IMPROVEMENT PLANS RIDGE PARI< ROAD FflOtl STA BIH·00.00 ro STA 9.ZtJ0.59 0 E . I I I I ~ "" TETRA TECH NO. D[SCRIPTION ARRR I DATE PREPARED CI/DFR SHEET @ 222'20'33" 38.00 147.46 98.i2 .c• o 20 '° ,o mo \'.; ~ ' AT LEAST Tl'/0 DAYS ~ SIT AT ST/\. 89+s2± l__L LJ "Tl ! BEFORE YOU DlG infrastructure Southwest Grnup THE SUPERVls1or~ OF 00: RANDY i✓GUYEN lQL.9._?. 6 0 1=1::: ___ C1 __ L, _ __, ___ ~---'--1 ____ _,_1 _________ __J rmo~~~ea r~r:v1s10NS RCE 61427 DATE h'lillf. CA 11281~ 1-----'-='-,;;.;.;;;,...;.;;;_ ___ +--e-,.,.,.,,--,--_;,_...;,;.~,.;_;,;,-___ .:;.;;,;;.j 0 ( IN FEET ) UNDERGROUND SERVICE ALERT OF SO!Jll-lERN CALIFORNIA -!'""l ,,,,__.,,_, DESIGNED _Jill_C_ SCl,LE DATE DWS NO 1 1 1 inch = 40 fl. Fi'¥. 0'1-4} ~ 0--------------'"" AS SHCWN l0/00 .... _... .... ________ -_____ ...,_ _____ ...... _____ _.,_ ____________________________________________________________ __;_;;;;.:.;,:_...;.;;._.:;;. ______________ j_ _____________________ L _____ -::-;::::~--::,""J'!"---:~~DR~t..~W~1--·B"'WS.iC;,..~--,<L:..,...;;C;.;H;;,E£;;.K"'E"'D"''"""D"RN._'--,!,---,....;;;-;;;;':..,· --,,,--1",-'-------.1...==;;;....1 "D Jf~fi j) V )/ l / , s ,= ,-, <i_ c~ ,,; ~..;::_;;r-fiY 1r,"'» (; i 1 \\""'=-\\, __ ,;: /,' L)'_: E Q. L['J C I D n .. r····...-······· "l• .. 1. ' 1· ' ·········•·-..... , .... ···1. ·i··+··•• I i 31+00 LINE A ELEMENT [j] -----rn-- . . ··-ru 0 ···-·· [[] --'. [I] 32+00 MAIN LINE 07.5 D i n 36.0 30" ' 0013 ... 35.5 30" 0.013 -·--· -----__ , ------~-- 34.7 30" 0.013 34,7 30" D.013 32,7 30" 0.013 -·····' .. ······-··--.. ·-··---··•- 15,Q l 24" 0.013 ! 33+00 HYDRAULIC DATA s,, s, d, I v, 0.0233 0.00770 1.36 13.2 ___ ,_,_,, ·-·-··-·· --·- 0.0233 0,00750 135 13.1 . ·-- 0.0131 0 00715 1.76 9A -· 0.0131 0.00715 I 1.76 9.4 0.0147 0.00635 ' 1.69 : 9 0 l '" -----·-. ·i ' 0.0147 0.00439 i 1,05 i 8.9 34+00 35+00 36+00 37+00 d, v, STORM . DRAIN CENTERLINE CURVE DATA 2.13 7.7 ·---·· 2.11 7.7 STATION 0 6 R L T 2.08 ! 7.5 2.08 ' 7.6 31+32,13 -32+ 12.42 " 102'14'03" 45,00' 80.29' 55,80' ' ----------·-----·-------··- 32+12.42 -38+81.31 2 32'13'42" 1185,00' 668,88' 342,35' 2.01 7,5 38+81,31 -46+29.85 3 4 7'55' 12" 895.00' 748,55' 397. 73' 1.42 6,2 38+00 39+00 40' 30' 20' iO' O' t:::::1-~ cl GRAPHIC 40+00 4D' 80' .,,._,J j SCALE: 1 "~40' DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORN1A ···I"······ I ' -~•··--·· ..... J_~ i I··. I ········-···i-----~~--i PROFILE SCALES CONSTRUCTION NOTES: HORIZ: f' -· 40' VERT: 1" -8' STORM DRAIN IMPROVEMENTS @ INSTALL 18" RCP (D-LOAD PER PROFILE). (S) INSTALL 24" RCP (D-LOAD PfR PROFILE) @ INSTALL 30" RCP (D-LOAD PER PROFILE: @ CONSTRUCT JUNCTION STiWCTURE TYPE (sj) CONSTRUCT JUNCTION STRUCTURE TYPE JV PER PF&RD SEI PLAN 1310. @ @ PER PF&RD STD PLAN 1313 CONSTRUCT INLET TYPE Ii PER PF&RD STD PLAN 1302 (''L" & "II" PER PLAN). PLUG WITH BRICK AND MORTAR @ REMOVE EXIST RIP-RAP AND CONSTRUCT DOWNDRAIN 10 PIPE TRANSITION Prn DETAIL ON SHT. ,3 LATERAL HYDRAULIC DATA LINE Q 25 D n s, sf d" V " de v, A-5 1.8 1s·, 0.013 0,1036 0,00254 0,24 10.2 0.89 4.8 ----.. ---· -----· .. -------- A-9 14.3 24" 0.01:5 0.0200 0.00300 0.73 12.0 1.28 5,8 ·----~---·--·- A-10 2.9 i 18" 0.013 0,0200 0,00076 0.29 12.3 0.65 4.0 I A-11 2.1 18'' 0,013 0.0414 0,00040 0,32 7,7 0.55 3,6 . ,_ .. ___ .,~ ,_ --~--- A-12 2.8 18" 0.013 0.0100 0,00071 0,35 8.8 0.64 3.9 ORANGE COUNTY PLANNING Ile DEVELOPMENT SERVICES TETRA TECH ;~~::;i;!\u:!i~~.~~!est Group 11',M, Ci\. 92614-5,S,,'-O N~~) 25-0-!i7M fM (714) 250-6775 ,----t---·--------··· ,----,---~ Rrv'ISED um: 'A-1 o~ :NVFRT fl.EYATION f..T STA 0+45,55. fif, OC.1'TI:D C.8 & REVISED lATEPJ..l S A-5 & A--9. NO. D~SCRlrT!ON ! A?PR ! DATE REViSIONS DFSIGNED BWC D~/\WN 8WC OIE:Cl<J:f) DRN STORM DRAIN PLAN RIDGE PARK ROAD L~NE PREr.AR~D UNDER FROM STA 31+32,13 TO STA 40+00.00 lHE: SUPE:RVISim~ OF DOI RANDY ~mUYE.N 10 DO SCALE AS SHOWN RCE 6142 7 ---D~A~·~rE"""' DATE i0/00 DWG NO SHEFT 7 1 1 <Le c~ ~~(11 ~=-·~·I) __ . __ ················---- i • :n Q_ c- 0 Cl t.> G. ·1_, C: u __ )_ ,i: i _, ' I ' ' ' i i ···'·. : I ' 40+00 41+00 42+00 / ,STORM DRAIN - CENTERLINE cuRvE\DATA ' --.-.. '·STATION 0 ' Ll -R 1·',>r L '' -' 38+81.31' -' 46+29,85 -, 4Tss·1 r mis.oo· --748.55' '•, '~ 9 j· 7 ~:: -~ ' -48+3l,6B I ···-···-····-· -48_+19,39 2 J8'56'33" ' 22.50' 1~29' 7,9,6' I / ... -I MAl~J LINE HYDRAULIC DATA 43+00 44+00 45+00 46+00 47+01) LATERAL HYDRAULIC DATA Lil✓[ Q Z5 D n S:.:. s, d, v, de. I V, f,,-3 5,9 18" 0.01,3 0.0200 0.00082 ' 0.66 79 0.94 i 5.1 A-4 5_9 I 18" 0.013 0.0200 0.0067 0 66 7,9 0.94 I 5.1 48+00 ,,, ' \ .. ", \(.ii: -~-·>,,.::...-,•--1·> ' / \ '\-("'- \ \ ' M ' ,)t \ ' I ' I ' • ' i DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO BEFORE YOU DAYS D!G UNDERGROU~·lD SERVICE f\LERT OF SOUTHERN C,l\UFORNIA. l ' ... I i i -----1. j_J ' .J J__ L ' " -t '----: -·~--- 1 ' i ' ' .... i ' _l__ I L '-~-1040 ' ' I · i ' r·- ;,_:;-"-,-+--i--'---+--i--1-.. ---f --'"·--,. (-: F2 t-· --l..... r- I -.L <fl ~ -I ~o --~ gr -<,,;-1-CZ-+-~--<-~-'----'- I ' -J__ I .• · I- M•-' "-> • •-t--~•-1 \ l ---l--l .. ,.L .. I I -··i··--~-' --+ -1 -1 j .. -1 -,' ___ , ____ t__~] ____ _ • 1·· i . ' I I .... '--- CONSTRUCTION NOTES: STORM DRAIN !MPROVEMENTS @ INSTALL 18" RCP (D-LOAD PER PROFILE)_ @ 1!-ISTALL 24" RCP (D-LOAD Pm rROFILE), ~~ ~ @ !~~STALL 30" RCP (D-LOAD PER P?m-!LE). CONSTRUCT JUNCTION SfRUCTURE TYPE I PER PF&RO ' I --; i - - l - STD PL/1N 1310. @) CONSTRIJCT JUNCTION STRUCTURE TYPE IV PER PF&RD STD PLAN 1313. @ @ CONSmUCT INLET PLUG \~TH BRICK TYPE II PER ff &RD STD PLAN 1302 (''L" & "H" PER PLAN), ~.ND MORTAR. I -·-·I·-·--- ' ' i . --___ ,t,, " " ... 1 ....... I ! i 1020---i . I- ' ' _[_. PROFILE SCALES HORIZ: f' = 40' VERT: 1" = 8' @ REMOVE EXIST RIP-R;\P Ai,D COtJSTRUCT DOWNDR/\IN TO PIPE TRANSITION PER DETAIL ON SHT. 3 . ;',~·-,--------------------.... --.... ------------------------------------------1 1n~r!~!c'.L!~~~west Group 1m0: c~, "'f(jht Rl,c,d, Suit, ~JO il'A""" ta. t,2614-5860 {~+~) 2S\l-678~ FM {71+) Z~O-G77S NO. DESCf\!PTION DATE F,EVISiONS DESIGNED DKAWM ORANGE COUNTY PLANNING &. DEVELOPMENT SERVICES STORM DRAIN PLAN RIDGE PARI< ROAD L~NE Ill' A FROM STA 40+00.00 TO ST/\. 48+34.68 PNEPARED UNDER THE surERVISiON OF D01 RANDY NGlf(EN RCE 61427 DATE 10/00 DWG NO 10/00 DAT( SHtCT 8 1 1 0 fA1 "-/ © © 0 DOMESTIC WATER @ INSTALL @ RESIDENTIAL FIRE HYDRANl ASSEMBLY PER , INSTALL TEMPORARY oLOWOFF PER iRWD STD W-9. IRWD STD VI·· 5. @_) REMOVE EXiSTING END PLUG AND JOIN. (icl) '42) "- INSTALL 10"x 10"x 10" P V.C. TEE W/THRUST BLOCK PER iRWD STD W-12. INSTALL 10" DIP W:TH BEDDING PER iR\IIJ STD W-11. @ INSTALL 1Q" DIP BEND W/THRUST BLOCK PER IRWD STD W-12. {SEE PLAN FOR ANGLE) @ INSTALL iO" GATE VALVE PER IRWD STD W-7. @ iNSTALl 10" P.V.C .. CLASS 200, WITH BEDDING PER IRWD STD W-11 SANITARY SEWER (zg) INSTALL 8" PVC SDR-35 SEWER MAIN VI/BEDDING PER IRWD STD S-5. @ CONSTRUCT 48" PRECAST SEWER MANHOLE PER IRWD STD S-1, S-2 & S-3. (?_9 CONSTRUCT SEV£R END PLUG. SEWER DATA TABLE BEARING /DELTA RADIUS LENGTH TANGENT / 7'08'05" 1194.00 357.07 179.88 17'08'05" 1194.00 357.07 179.88 2°26'33" 1194.00 25.07 394.00 77.49 N 82'54 '55" £ 143.87 RIDGE WATER DATA TABLE Q 8[Al7/NG/D[UA RADIUS LENGTH TANGENT (!) 36°42'43" 1209.00 774.66 401.15 Q) N 82'54 '55" E 7 82.44 t--SC-+----------+--------+--------,e-------- QJ S 5'07'55" £ 34.87 01 () PARK ROAD (PUBLIC) GRAPHIC SCALF. ~o so 1150 -\ 1 ---............ ····---·--.. __ j ( IN FEET ) 1 inch = 40 ft. DATE: 0~ 1/-!/S PLOT 05/09/02 n1r_. AJ_ :: [if r11 Jl,,Jll~ I ' I llii_ , , ==;~~-• ''1: ~•. D~L TOLL FREE I~.--) •N, 1-aoo-422-4133 ./, AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W THC CONiRACTOR SHALL VERIFY LOCA T!ON .!-0.E'VA r/ON Gr F.X!Si!NG WATER UN£ PRIOR ro AN)' CONSfR!JCT!ON. ANY DISCREPANCY SHALL fJC REPORT[[) TO THE Of'!N[P. AND/OR Tri[ [NCfNffR. ORANGE COUNTY PLANNING & DEVELOP1.1ENT SERVICES TETRA TECH infrastructure SmJthwest Group l"!nO Cort,.righl Rood, Suit, 'SOO h-A~-,, CA ~'26!4-51!~0 (t<1tl} 2!-0-15700 fAA (114} 250-G778 ,6. "'DDED 10~ DIP & ~ ?I ,I /fil REMOW'. EX. GsTE VAlV 1:1::{J ;;Jt'/flf'~ RELOCATED FIRE HY- DRANT fROM ST. STA l'l'lZ-':-n 1illl<> 89+J7AO TO ST" ST.'\ v v.V 87+55.21 NC. m:.sCRIPTiON APFR D.A,TE REVISIONS DESIGNED BWC DR.6-WN __ BWC ! CHFCKED DRN SEWER AND WATER PLANS RIDGE PARI( ROAD SEWEii UN£ "A" f110U STA 8+05,23 TO Sl:4 14+21.27 DOM£STIC ANO RfC/.A/1.lfO WATER FROM STA 86+00. 00 TO CUL-DE-SAC PREPAHlD UNDER TiiE' SUPERViS!ClN OF DO! RANDY NGUYEN RCE 61427 SCALE AS SHOWN DAk 10/00 DWC NO 10/00 DATE SHEET 9 11 f-·-tn fi 1'1 O'..l CL'.,. CL .. .,, i I 11r5;_0 ! ' SEWER DATA TABLE 0 BEARING/DE:L TA RADIUS LfNGff! TANGCNT 1 ]1''56'22" I 194.00 248.81 124.86 () BEARING/DELTA L[NGTH TANGENT N 62°36'43" W 142.35 169.65 886,00 95.78 47,94 47°55'12" 871.00 728.47 387.07 36'42'43" 1209.00 714.66 401.15 N 21"31'04'' E 25.50 N 24c'25'56" f. 37.50 RIDGE sr12•54" 865.00 562A9 291.57 N 71"'42'26" £ 169.65 888.00 554.25 236.49 65. !3 40°04'50" 876.00 6'72.79 319.53 () 1020 i ·--1 I •!-. -;-I -r-r---:--'-~ ( .. _.L __ : ___ -_, ~~r.--~," ..! l j : ! : -' ' .i. ' I ·-t···· ,__ -1 · I ' . .. " _L _____ . __ ,, __ -·· DOMESTIC WATER RECLAIMED WATER SANITARY SEWER @ INSTALL 4" PURPLE C-900 PVC CL 200 111TH BEDDING PER IRWD STD W-11. ~ (J_g) INSTALL 8" PVC SDR-35 SEW,R MAIN W/BEDDING PER IRWD STD S-5. CONSTRUCT 60" PRECASi SE\\tR MANHOLE FER IRll'D STD s--1, S-2 & s--3 @ INSTALL 4" GATE VALVE PER iRWD sm W-7, @) @ 2" END OF LlfiE SERVICE PER IRWD W-2 & W-3 INSTALL INSTALL 2'' IRRIGAllON SERVICE PER IRWD STD. W·-2 (§} INSTALL TEMPORARY BLOWOFf PER IRWD STD W-9. @) INSTALL 4" X 4• X 4" TEE W/ THRUST BLOCK PER IRll'D STD W-1 Z PARK ROAD (PUBLIC) GRAPHIC SCALE 90 160 ' I ----_j ( IN !'EET ) ft. ® @ INSTALL 3" EXTRA STRENGTH VCP SEWER MAIN W/BEDDING PER IRWD STD @ CONSTRUCT SEVIER END PLUG. DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVlt::E ALERT OF SOUTHERN CALWORt\!lA INSTALL 8" DIP V!TH BEODiNG rm IRWD STD W-11. INST.~LL 8" P. V.C. BEND Vi/THRUST BLOCK PER IRWD STD W-12. (SEE PLAN FOR INSTALL 8" Gt,TE VALVE Prn IR\•fj sm W-7, INSTALL RESIDENTl/sL FIRE HYDRANT ASSEMBLY PER lRWD STD W-5. INSTALL TEMPORARY BLOWOFF PER IRWD STD W-9. INSTALL 8" P.V.C .. CLASS 200, WlTH BEDDING PER IRWD STD w-n, INSTALL 10"x 10"x 8" P,V.C TEE W/THRUST BLOCK PER IRWD STD INSTALL iQ" GAlE VAL\/[ PER IRWD STD W-7, W-12 INSTALL 10" P.VC .. CLASS 200, WITH BEDDING PER lf/1\1) SID W-11 FORCE MAIN SEWER /2'::. @) 1risTALL FITTING & THRUST BLOCK PER IRWD STD W-12. (SEE PLAN) a:,, @) COMSTRUCT TEMPORARY SEWER END PLUG. ANGLE) L~ @ INSTALL 4•· C-900 PVC CL/1SS 150 SEWER FORCE MA!N W/BEDDING PER IRWO Slll S--5 REt CCATE:D 8-W STU8 OUT rflOM STA. 78;-96± TO ~TA 81➔90±, fROM STA I' , 71:f: TO STA SR 81+30± & WATER MffiR FROM STA. 8H87±•1 O SR 8148:'.d:, A0D£0 4• lEMP. fORCE Mt\!rl I sr.wrn W/ NOTE ff84 Mm 1 RE\llSED NOTE f82. RELO~I CM"EO FlRt 1-l"':TI'V.NT moll. STA. 80+53± TO 77+€81 & FRO~! S'f,d.. 85+5H TO 62+87±, DES!GMED 3WC APPR DRAWN BWC CHE ·v rn DATE ORANGE COUNTY PLANNING &: DEVELOPMENT SERVICES SEWER AND WATER PLANS RIDGE PARK ROAD SE:WCR LINE: •A" . FROM STA 14+21.27 TO STA 21+41.65 DOMESTIC AND f/ECI.A/1.1£0 WATC/1 Ff/OM STA 74+00.00 TO STA 86+00.fJO Pf~LPA\SED L'ND[H T~E SUPERVISION OF' DOI RANDY NGUYEN RCE 6i 4-27 SCAI.E AS SHOWN DATE 10/00 DWG NO 10 lOO DAT{. SHEE.J 10 1 1 ,- u n 0 CJ. -~ ~ ~ cf ~ 'i.) e -+ :± ~ .. ,., ..,,. 1"--+-- 1-f--l----1 -➔- i i ' ' .. !'-·--·· ULTIMATE DESIGN 6" PVC FORCED MAIN 0 ® © © ® 0 BEAMNG/D£LT,4 5"75'29" 15"6'56" 29•50•44" N 71'42'26" £ 30'3'18" N 10'11'18" E 28"19'33" N 11"33'1 ( E N 11•54•59• £ 45' BEND -, MIATER DATA TABLE LENGTH TANG[NT 2086,00 192.04 96.09 749,00 797.60 99.38 749:00 390. 76 199.61 56.61 754.00 398.27 199]4 51.13 739.00 365,35 186,49 35.12 40.63 SEWER DATA TABLE 0 BEARING/DELTA RADIUS L[NGTrf TANGENT 2110.50 210.51 105.34 Q) 15"26'27" 724.50 195.25 98.22 Q) N 5'52'03" E 60.06 ffi 0 29'58'09". • 727.00 380.26 A r-~"'s1:--1--N-1_1_•4-2•-25'"'"-[--;-----+---!'-.6-.6-i-'-t-------J 194,59 DOMESTIC WATER !NSTALL 8" DIP WITH BEDDING PER 1RWD STD W-11 INSTALL 8" P,V.C. BEND W/THRUST BLOCK PER IRWD STD W-12 (SEE ?LAN FOR INSTALL fx 8"x 8" P.V,C, TEE W/THRUST BLOCK PER IRWD SiD W-12 iNSTALL 8" GATE VALVE PER IRWD STD W-7. INSTALL RESIDENTIAL FIRE HYDRANT ASSFMBLY PER !RWD STD W-5. INSTALL TEMPORARY BLOWOFF PER IRWD STD W-9. INSTALL 8" P.V.C,, CLASS 200, WITH BEDDING PER IRVAJ STD W-1'!, RIDGE PARK ROAD (PUBLIC) GRAPHIC SCALE 4D D 2() 40 80 rr= __ ..'--+1,_1-::.+1,.,r-=,+-1 1'--=,,,..1._-_-_-__jl'-.--=------·'-\========:1.l====--------__ -_-_a IN FEET ) 1 inch = 40 ft. INSTALL 12" x 8" J,1, REDUCER W/ 1HRUS1 BLOCK PER IRWD STD. W-12 .~D,JUST LXISTIW:i VALVE TO GRADE, HEMOVE EXISTING END PLUG AND JOIN. INSTALL 1o·x 10"x 10" P.V.C. TEE W/THRUST BLOCK Prn IRWD Slll W-12. INSTALL 10"x 10"x 8" P.V,C. TEE W/THRUST BLOCK P[R IRWD STD W-12 INSTALL 10" GATE VALVE PER IRWD STD W-7. INSTALL 10" P.V.C., CLASS 200, WITH BEDDING PER IRWD STD W-11 RECLAIMED WATER INSTA.LL 4" PURPLE C-900 PVC CL 200 W!TH BEDDING PER IRWD STD W-11. iNSTA.LL INSTALL 2" iRR:GAT!ON SERVICE PER iR\ND STD, W-2 TEMPORARY BLO\VOFF PER IRWD STD Vi-9. RE,IOVE E~ISTING BLlfW FLANGE AND .ADJJST EXISTiNG VALVE TC GRA~E REMOVE EXIST. BLIND FL,\fiGE & INSTAl.l RESIDEN11AL Fl~E HYDRANT ASSEMBLY PER IRWD STD W--5, PArr 01'" TH/$ Pi-di 05/09/0? DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF' SOUTHERN CAUFORNIA TETRA TECH hlO. REMOVE EX. CATE VAl.Vf. ,CHfa.NGE rn zONE-FROM iZONE 6 TO ZONE 7 ADDED 4~ GAJ£ VJ\lVE DELETED 5"W STUB OUT .aJ srA. 70+26.73 AND ADDEO 4" ~ORCE MAIN scwrn W/ NOT£ #84. ADDED CONST. NOTE #47. Rl'\'ISED NOT( #82. RE- LOCATE]) FlRf 1-!YDRANTS fRCM STA. 75+42± TO 72+53± & fROM STA. 70"1"4-H TO 67+69± & WAT£R METER F'ROM STA 55+13± TO 71+34± lJ[SCRiP fl ON APPR • DATE Infrastructure Southwest Group o--~--n-E--,-,,-5-10-,-,,~,,-,, ----, ;?770 C<>m.rl9hi R<:><id', Swibt 50() r,; ;/ ! 1 'l 0 1mne, CA 92e1-.-:,eso {949) 2~-57&1 ox (714) 250-077/J • DESIGNED __ Ji'v..1(2__ DR,\WN , _3_'1/C --CHEC:Krn o,qN ) ORANGE COUNTY PLANNING & DEVELOPMENT SERVICES SEVIER AND WATER PLANS RIDGE PARK ROAD FORCE: MAIN S£W£R FROM STA 65+57.15 TO STA 69+48.31 DOMESTIC AND RECLAIMED WATER FROM STA 55+57.15 TO STA 74+00.00 PRFJ'ARlD !J',[/[R THf. SUl-'[HVISION OF 001 RANDY NGUYEr,J RCE 61427 SCALE AS SHOWN DA1E 10/00 DWC NO 1_0/QQ. DAr!::. SHEE1 1 1 1 1 rJ j D C G u ; l_ L