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HomeMy WebLinkAboutS_5208_SGENERAL NOTES: 1. TI-IIS NOTE HEREIN INCORPORATES, BY REFERENCES, THOSE GENERAL NOTES NUMBERED 1 THROUGH 22 OF PUBLIC FACILITIES & RESOURCES DEPARTh1ENT (PF&RD) STANDARD PLAN 1801, 1996 EDITION. 2. THE DEVELOPER/CONTRACTO~ SHALL HAVE A COPY OF THE CURRENT PF&RD STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3 THE DEVELOPER SHALL TELEPHONE PF&RD/CONSTRUCTION AT 714-567-7800 AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO PF&RD INSPECTION. 4. PR&RD ENCROACHMENT PERMIT REQUIRED. COUNTY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT OF WAY. 5. ALL CONCRETE CURB & 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 PLANNING & DEVELOPMENT SERVICES. 7. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL POINT OR WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF PF&RD STANDARD PLANS. 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST-FREE AND SANITARY CONDlllON AT ALL TIMES AND TO THE SATISFACTION OF COUNTY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT 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 . METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OF BUILDING MATERIALS WITHIN THE COUNTY RIGHT OF WAY WITHOUT PERMISSION OF COUNTY'S INSPECTOR. ' 9. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMENT, STRIPING, AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW'' CONDlllON, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PF&RD. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 18 .. 10. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS, AND WARNING DEVICES AS PER THE CURRENT STATE OF CALIFORNIA, DEPARTh1ENT 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 PLANS 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 SH ALL SET UP A MEETING WITH THE INSPECTOR AND THE PRIVATE LABORATORY PRIOR TO ANY TESTING. 13. ALL TRAFFIC MARKING AND STRIPING SHALL BE STENCILS WHICH CONFORM WITH CALIFORNIA DEPARTh1ENT OF TRANSPORTATION (D.O.T.) NON-METRIC STANDARD. 14. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMENT WITHOUT COUNTY INSPECTOR'S APPROVAL. 15. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION ANO REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONAL CODE. 16 .. STREET STRUCTURAL SECTION TO BE DETERMINED BY PFRD MATERIALS LAB. 17. ALL UTILITY TIE-INS TO RIDGE PARK ROAD WILL REQUIRE A SEPARATE ENCROACHMENT PERMIT. 18 ... PRIOR TO ORDERING ANY CONCRETE OR CONCRETE PRODUCTS FOR USE ON THIS PROJECT, SOIL SULFATES TESTS SHALL BE PERFORMED MEETING THE APPROVAL OF THE ORANGE COUNTY PFRD MATERIALS LABO RATORY" • 19. "ALL CONCRETE ITEMS SHALL MEET THE REQUIREMENTS OF THE INTENT OF SECTION 20LI.L3 "CQNRETE, . SFECIFIED BY SPECIAL EXPOSURE", OF THE GREENBOOK UNLESS OTHERWISE APPROVED BY THE PFRD ORANGE COUNTY MATERIALS LABORATORY" EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. CORRIDOR IMPROVEMENT PLANS FOR TRACT 16266 STREETS, SEWER, WATER AND STORM DRAIN BLOCK NO: 5252 MODULE NO: 70.80 IRWD WATER NOTES: IRWD SEWER NOTES: A. B. C. D. E. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL," AS LAST REVISED. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 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. F. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES 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. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. I. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150. PVC C-900, UNLESS OTHERWISE NOTED. J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, L. M. N. 0. P. Q. R. s. WITH THE FINISHED SURFACE. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES BY USE OF 4" GRINDER. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS BY USE OF 4" GRINDER. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING WATER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTiv1TY, TURBIDITY,A ND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LIESS THAN 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 CALIFORNIA, REGIONAL WATER QUALITY CONTROL ,BOARD PRIOR TO ,THE START OF EXCAVATION. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE COUNTY OF ORANGE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF OWNER, ENGINEER, OR COUNTY OF ORANGE. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PRIOR TO CONSTRUCTION OF ANY CONCRETE STRUCTURE, THE CONTRACTOR SHALL VERIFY WITH THE SOILS ENGINEER. THE TYPE OF CONCRETE RECOMMENDED. NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D.# _________________ _ 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NO. FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. SIGNED DATE ____ _ 1. 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. '. I 2. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. 3. THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. 4. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR 453-5615. 5. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSTRUCTION WORK. 6. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 7. STATIONS SHOWN AS ID+00.00 IARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 8. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. 9. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. 10. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PRIVATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE COUNTY OF ORANGE. 11. INFILTRATION 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 REVI SEO. 12. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. 13. 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. 14. 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. 15. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. 16. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH THE DIST. 17. 18. 19. 20. 21. 22. 23. WITH A SET OF AS-BUil T MYLARS OF THE SEWER PLAN. CURBS SHALL BE INSCRIBED WITH AN "s" INDICATING LOCATIONS OF ALL SEWER LATERAL BY USE OF 4" GRINDER. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS BY USE OF 4" GRINDER. THE CONTRACTOR WORKING ON IRWD SEWER MAINS MUST HAVE A C-34 LICENSE OR A CLASS A CONTRACTORS LICENSE. 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. IN DEDICATED STREET OR FUTURE STREET, COMPACTION WILL BE AS REQUIRED BY GOVERNMENTAL AGENCY HAv1NG JURISDICTION, BUT NO LESS THAN 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 COUNTY OF ORANGE. THE CONTRACTOR WORKING ON IRWD SEWER LINES 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 CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF EXCAVATION. APPROVED DEVIATIONS FROM STANDARDS OF DESIGN DESCRIPTION STANDARD DEVIATION 1. LOCAL DEPRESSIONS STD. PLAN J?IOS ALLOW MODIFIED LOCAL DEPRESSION PER DETAIL ON SHEET 3. APPROVED BY: ~£~~~ DATE: tJs/15/0,;;__ r- RECORD DRAWING SHEET INDEX 1-15-04 I ) STORM DRAIN NOTES: -1. ALL CONCRETE IN REINFORCED CONCRETE STRUCTURES MUST BE 3250 POUNDS PER SQUARE INCH IN 28 DAYS; TYPE OF PORTLAND CEMENT CONCRETE TO BE DETERMINED BY 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 CALlFORNIA SAFETY REQUIREMENTS. 4. PIPE CONSTRUCTION IN FILL AREA MUST BE COORDINATED WITH THE GRADING TO INSURE THAT WHEN THE FILL OPERATION HAS BEEN COMPLETED AT GRADE THERE IS A MINIMUM 2 FEET OF FILL ABOVE THE TOP OF PIPE. 5. ALL WORK MUST BE IN CONFORMANCE WITH THE CURRENT ORANGE COUNTY STANDARD SPECIFICATIONS AND MUST BE KEPT ON THE JOB SITE AT ALL TIMES. 6. THE CONTRACTOR MUST NOTIFY THE PF&RD INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION BY TELEPHONING (714) 567-7800, OR BY WRlllNG THE ORANGE COUNTY PF&RD, ATTN: CONSTRUCTION, P.O. BOX 486, SANTA ANA, CA 92702. 7. ALL FILLS MUST BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY THE CALIFORNIA TEST METHOD NO. 216, 1978 "FIVE LAYER METHOD." ALL BACKFILL MUST BE FREE OF UNSUITABLIE MATERIAL. 8. ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL ALIGNMENT MUST BE PROVIDED BY THE CONTRACTOR OR DEVELOPER AND SUFFICIENT REFERENCE STAKING MUST BE IN ACCORDANCE WITH THE REQUEST OF THE 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&RD 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 ENGINEER SHALL CERTIFY IN WRITING TO THE PF&RD 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 DEPARTh1ENT 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 THE 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. 16. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" MIN. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. A PERMIT FOR WORK WITHIN EXISTING STREET RIGHT OF WAY IS REQUIRED FROM THE PF&RD FOR ANY ENCROACHMENT NECESSARY FOR CONSTRUCTION IN PUBLIC RIGHT OF WAY. 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 CHANGE IN SPUR LOCATION MUST BE APPROVED BY THE ENGINEER. FLOOR OF MANHOLE STRUCTURE SHALL BE STEEL TROWELLED TO SPRING LINE. BODY OF MANHOLE STRUCTURE, INCLUDING SPUR, MUST BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT CONSTRUCTION JOINT AT THE SPRING LINE WITH A LONGITUDINAL KEYWAY IS PERMITTED. ALL REINFORCING BARS MUST BE SECURELY HELD IN PLACE IN THE FORMS. TWO-WAY MATS OF STEEL MUST BE WIRED TOGETHER BOTH WAYS AT ALTERNATE INTERSECTIONS. STORM DRAIN BACKFILL 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. ALL PIPE TO BE BANDED AND GROUTED. RCP SHA~L COMPLY WITH ALL A.S.T.M. APPLICABLIE STANDARDS. WORKING WITHIN ORANGE COUNTY FLOOD CONTROL FACILITIES IS RESTRICTED TO THE PERIOD OF APRIL 15 TO OCTOBER 15. ALL LOCAL DEPRESSIONS SHALL BE CONSTRUCTED PER STREET IMPROVEMENT PLANS. IMPROVEMENT PLANS IN ACCORDANCE WITH PF&RD STANDARD PLANS. HOWEVER, ALL CATCH BASINS WILL BE.SHOWN ON STREET IMPROVEMENT PLANS. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THEIR EXISTING STREET OF DRAINAGE COURSES. IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION WITH FUELS, OILS, BIFUMENS, OR HARMFUL MATERIALS. LOCAL DEPRESSIONS AND DECKS OF CURB INLETS SHALL NOT BE POURED UNTIL ADJACENT CURB AND GUTTER HAS BEEN POURED. IF A DRIVEWAY ENCROACHES WITHIN A LOCAL DEPRESSION TRANSITION, USE PF&RD _STANDARD PLAN # 1308 -TYPE A. CATCH BASIN SUPPORT SHALL BE CONSTRUCTED PER DETAIL "A" AS SHOWN ON PFRD STD. PLAN 1306 SHEET 2 OF 2. E DR. DESCRIPTION NO. LEGAL DESCRIPTION STORM DRAIN PRIVATELY MAINTAINED WITHIN TRACT BOUNDARIES 32. CATCH BASINS SHALL INCLUDE A GRAVEL AND WIRE MESH FILTER AS DETAILED ON BEING PARCEL 3 OF PARCEL MAP NO. 2000-160, AS SHOWN 1--------------------.-----------------------------1---s_H_E_E_T_2_._( -o_~_A_,_,.._.,_.,,_f'-,,_c.._o_~_e._G_u_1_v._'.A._1..._"E_rJ_,_) ____________ _ PROJECT LOCATION i= VICINITY MAP ~ ~ N.T.S. SITE = 13.0 AC. FOR SINGLE FAMILY RESIDENTIAL HOMES THE THOMAS GUIDE: PAGE 920, QUADRANT A1 TlllLE SHEET ------------1 2-3 4-5 6-8 DETAIL SHEETS ----------- STREET IMP. PLANS --------- SEWER AND WATER IMP. PLANS----- DOMESTIC WATER PLANS 9 ------10-11 STORM DRAIN IMP. PLANS 1--+-----------------t--+---+----1DEVELOPER NO. DESCRIPTION REVISIONS GREYSTONE HOMES 26 EXECUTIVE PARK, SUITE 100 IRVINE, CA 92614 (949) 852-9411 ON MAP FILED IN BOOK 318, PAGES 27 THROUGH 31, INCLUSIVE, PARCEL MAPS, RECORDS IN THE OFFICE OF COUNTY RECORDER OF COUNTY OF ORANGE, CALIFORNIA. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N31'00'33"W' BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 0778 AND GPS NO. 0248 PER RECORDS ON FILIE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCH MARK 3T 7 92 NAVO 88 ELEV= 621.067 DESCRIBED BY OCS 1992 AT THE SOUTH WEST PART OF THE INTERSECTION OF NEWPORT COAST DRIVE AND SAN JOAQUIN HILLS ROAD, SET AT THE SOUTHEAST CORNER OF A 6FT BY 12FT EDISON VAULT, 66' WEST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 250 FT. SOUTH OF THE CENTERLINE OF SAN JOAQUIN HILLS DRIVE. FIRE PROTECTION APPROVAL (FIRE HYDRANT LOCATIONS ONLY) . . At'PRQVE.D PER ~c..:r /(dZ<.o<o 0. C. f: A EMER<stl\lC.. -( AC:.C.E '5 '.::> 'ei.\-\ \ 13-\i 'SR.tf S't '12 '2..... '::>E~ ~"---./"Ev -PL"l.-v 57""""'P • 9-1<.,~02- 0RANGE COUNTY FIRE ·oEPARTh1ENT DATE COUNTY OF ORANGE PLANNING AND DEVELOPMENT SERVICES APPROVED BY: 11---t:th_ ~~ R.C.E.: EXPIRATION: DATE:1 THIS PLAN IS SIGNED BY PLANNING AND DEVO..OPMENT SERVICES FOR CONCEPT AND ADHERENCE TO COUNTY STANDARDS AND REQUIREMENTS ONLY. PLANNING & DEVELOPMENT SERVICES IS NOT RESPONSIBLE FOR DESIGN, ASSUMPTIONS, OR ACCURACY. DOUGLAS BENDER AND ASSOCIATES Consulting Clvll Engineers lEL:(949) 586-0086 FAX: (949) 586-5866 DOUGLAS W. BENDER RCE: 28946 DAllE IMPROVEMENT PLANS FOR STREETS, SEWER, WATER AND STORM DRAIN TITLE SHEET TRACT 16266 --::··-:.·-,.~ A.IMP.(16266 ) I· /,Sheet 1 Of Ii IN THE UNINCORPORAlED lERRITORY OF THE COUNTY OF ORANGE SllE PLAN NO. PAO1-OO75 SHEET 1 OF 11 SHEETS I "' • ... ~ \.ti p a '1 0, J \4 "' 0 I u ,,., -I ,,., I;; 0 V, ~ ~ < ll. Q cj ;!; ei -' I 0' ~i ~ z: :i:: 0. 0 w ~ z <( _, c.. 5 127.414/4141PT.DWG • r I O' N 0- 0-, ...... i--; 4" ROLLED CURB _J ENHANCED PAVEMENT SECTION A-A O" CURB SIDEWALK TYPICAL ALLEY DETAIL 10' 4' 6' 12· 4' 8' NOT TO SCALE 12' ct. I 44' 24' TC=0.16'+'£ 12' 1.7% 1.:.llf 10' 4' 6" CURB & GUTTER 9 SIDEWALK A~-6" CURB & GUTTER 9 SECTION B-B VIA AMANTI (PRIVATE) NOT TO SCALE 14' TC":'0.13' +f£ 1.7% ct. I 52' 28' 14' 1.7% - 12' 8' 4' 6" CURB & GUTTER SIDEWALK 6" CURB & GUTTER 9 SECTION C-C 9 SAINT LAURENT (PRIVATE) NOT TO SCALE EXISTING SIDEWALK NEW SIDEWALK 1. KEY NEW SIDEWALK SECTION UNDER EXISTING SIDEWALK. 2. SOAKING OF SOIL SHALL BE APPROVED BY THE INSPECTOR. ""S JOIN EXIST. SIDEWALK DETAIL I NOT TO SCALE ct. I 44' 10' 24' 10' 4' 6' 12' 12' 6' 4' 18' 18' 8' 10' 1 o' 8' PARAL.l£L DRIVING DRIVING PARAUEL PARKIN ,.._ LANE LANE P@Aj'RKING 1.Y!I ~ 1.7% 15 2%r, SIDEWALK OR LANDSCAPE 1.7% 1.7% 1.7% .Qj' • -'-0 ~SIDEWALK 6" CURBJ -'-@ I 6" CURB ~TC=0.40'+'£ L3• WIDE CROSS GUTTER SIDEWALK 6 4' 12'0 SECTION D-D VIA AMANTI WITH PARALLEL PARKING 10' 6' 18' 8' PARALLEL PARKIN ... I ~ 1.7% -- (PRIVATE) NOT TO SCALE ct. I 40' 24' 12' 12' 10' 10' DRIVING DRIVING LANE LANE ~ 1.:.llf 6' 18' 8' PARALLD. ~ PARKING 1.7% -" " CURB-'-'-@ • - 2% ,LANDSCAPE 1 Ls· CURB TC-0.40 +'t. L3• WIDE CROSS GUTTER SECTION E-E VIA AMANTI WITH PARALLEL PARKING (PRIVATIE) NOT TO SCALE •••••• LIMITS OF GRADING -0-B-1 APPROXIMATE LOCATION OF EXPLORATORY BORING SEE SECTION "88-88" ON SHEET NO. 2 INDEX MAP GRAPHIC SCALE 25 50 I ' ( IN FEET) 1 inch = 50 ft. GRAVEL FILTER (3/4" TO 3" GRAVEL) SEDIMENT CONCRETE GUTTER NOTE: WIRE MESH WITH 1/2" OPENINGS OPTIONAL: PLACE EROSION BAGS AT END TO KEEP GRAVEL IN PLACE FILTERED WATER DRAINAGE INLETS AND CATCH BASINS WILL HA VE TEMPORARY SIGNS PLACED ADJACENT TO THEM. WHICH INDICATE THAT MATERIALS PLACED INTO THE DRAINS FLOW TO THE OCEAN. THE SIGNS SHALL READ: "WARNING, STORM DRAIN CATCH BASINS AND FACILITIES DRAIN TO OCEAN. BY ORDER OF THE IRVINE COMPANY, INTRODUCTION OF ANY CONSTRUCTION WATER, FLUID, TRASH, AND/OR DEBRIS OF ANY KIND IS STRICTLY PROHIBITED. VIOLATORS WILL BE SUBJECT TO A $1500.00 FINE". THIS TEXT WILL BE REPEATED IN SPANISH ON EACH SIGN AS FOLLOWS: "ADVERTENCIA, COLECTORES DE DRENAJE DESCARGAR AL OCEANO. POR ORDEN DE THE IRVINE COMPANY DESCARGA DE CUALQUIER AGUA, UQUIDOS, BASURA DE CONSTRUCCION Y /0 DESPERDICIO DE CUALQUIER TIPO ESTA ESTRICTAMENTE PROHIBIDO. VIOLADORES SERAN SUJETOS A UNA MULTA DE $1500.00". THE SIGNS WILL REQUIRE REGULAR INSPECTION AND MAINTENANCE. EMPLOYEES WILL BE TRAINED ON THE ENVIRONMENTAL RESOURCES OF THE AREA AND THE INTENDED MEANING OF THE WARNING ON THE SIGNS. TEMPORARY GRAVEL AND WIRE MESH FILTER FOR CURB INLET NOT TO SCALE LEGEND 100 ! CONSTRUCTION NOTES AND QUANTITY ESTIMATE NO . DESCRIPTION STREETS 1 CONSTIRUCT ENHANCED PAVING PER DETAIL ON SHEET 3. PATTERN AND COLOR PER DETAIL ON SHEET 3. 2 CONSTIRUCT "A.C. OVER " (CLASS 2) A.B. CONTIRACTOR TO VERIFY MIN. ST. SECTION WITH SOILS REPORT AND APPROVAL BY COUNTY OF ORANGE. 3 CONSTIRUCT CURB RAMP PER PF&RD STD. PLAN NO. 1115 AND PER DETAIL ON SHEET 3. 4 CONSTIRUCT 6" THICK P.C.C DRIVEWAY APPROACH PER DETAIL ON SHEET 3. 5 CONSTIRUCT CROSS GUTTER PER DETAIL ON SHEET 3. 6 - 7 8 CONSTIRUCT 6" CONC. CURB TYPE "A1-6" PER PF&RD STD. NO 120-0-0C. 9 CONSTIRUCT 6" CONC. CURB AND GUTTER TYPE "AZ 6" IW-1.5'1 PER PF&RD STD. 120-0-0C. 10 PAINT WHITIE PAVEMENT LEGENDS AS SHOWN PER CALTRANS STD. PLAN A24D. 11 12 - 13 CONSTIRUCT LOCAL DEPRESSION PER DETAIL ON SHEET 3. 14 CONSTRUCT 4·· CONCRETIE SIDEWALK PER PF&RD STD. 1205. 15 INSTALL HPS LIGHT 16 000 LUMENS cNEWPORT RIDGE NOSTALGICl PER PF&RD STD. NO. 1411. 16 SAW CUT AND REMOVE EXISTING A.C. PAVEMENT. 17 CONSTIRUCT CURB AND GUTTIER TIRANSITION FROM 8 C.F. TO 6 C.F. 18 JOIN EXISTING CONC. SIDEWALK PER DETAIL ON SHEET 2. 19 JOIN EXISTING A.C. 20 SAW CUT AND REMOVE EXISTING 8' CURB AND GUTTER. 21 INSTALL ""STOP'" SIGN PER CALTRANS TIRAFFIC MANUAL TYPE R1 & PER PF&RD STD. 1409 22 INSTALL STIREET NAME SIGN PER PF&RD. STD. 1407. 23 INSTALL NOT A THROUGH STIREE 1 SIGN PER CALTRANS TRAFFIC MANUAL TYPE W53 & PER PF&RD. STD. 1409. 24 PROTIECT ALL EXIST. UNDERGROUND UTILITIES IN PLACE. 25 INSTALL 1-4·· AND 1-2" P.V.C. SCH. 40 SLEEVES. 26 INSTALL 1-6", 1 4·· AND 1-2 P. V.C. SCH. 40 SLEEVES. 27 INSTALL 12 AREA DRAIN INLET PER DETAIL HEREON. 28 INSTALL 4·· PVC SOR 35 DRAIN PIPE. SEWER (I.R.W.D.) 40 JOIN EXISTING MANHOLE AND RECHANNEL BOTTOM PER IRWD STD. NO. S-1 42 CONST. 48" MANHOLE PER IRWD. STD. NO. S-1. 43 CONST. 8" P.V.C. SDR 35 WITH BEDDING PER IRWD. STD. NO. S-5. 44 CONST. 4" P. V.C. SDR-35 SEWER LATIERAL PER IRWD. STD. S-6. 45 CONST. SEWER CLEANOUT PER IRWD. STD. NO. S-9. 46 CONST. 6" P. V.C. SDR-35 WITH BEDDING PER IRWD. STD. NO. S-5. 47 INSTALL T-LOCK MANHOLE PER IRWD SPECIFICATIONS 48 COAT EXISTING MANHOLE WITH SANCON PER IRWD SPECIFICATIONS DOMESTIC WATER (I.R. W.D.) 50 INSTALL 5·· P.V.C. C-900 CL 200 WITH BEDDING PER IRWD STD. W-11. 51 INSTALL 8" GATE VALVE PER IRWD STD. W-7. 52 INSTALL 8" 45· BEND WITH THRUST BLOCK PER IRWD STD. NO. W-12 53 INSTALL 8" TEE WITH THRUST BLOCK PER IRWD STD. NO. W-12. 54 INSTALL 8" CROSS WITH THRUST Bl OCK PER IRWD STD. NO. W 12. 55 INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. W-5. 56 INSTALL 1 WATIER SERVICE ASSEMBLY PER IRWD STD. W-1. 57 INSTALL PERMANENT END OF LINE BLOW OFF ASSEMBLY PER IRWD STD. NO. W-3. 58 INSTALL 10" x 8" HOT TAP AND 8" GATE VALVE PER IRWD SPECIFICATIONS 59 INSTALL e-· D.I.P. CL 51 WITH BEDDING PER IRWD STD. NO. W-11 WITIH BONDING JOINTS. 60 CONSTIRUCT CONCRETIE ENCASEMENT CLASS .. A. PER IRWD STD. NO. S-10. CTYPE "B"l. 61 INSTALL 8" x 4" REDUCER WITH THRUST BLOCK PER IRWD STD. NO. W-12 62 INSTALL 4" P.V.C. C 900 CL. 200 WITH BEDDING PER IRWD STD. NO. W-11 63 INSTALL 4" -90" BEND WITH THRUST BLOCK PER IRWD STD. NO. W-12 64 INSTALL 8" x 4" TIEE WITH THRUST BLOCK PER IRWD STD. NO. W-12 65 INSTALL 4" GATE VALVE PER IRWD STD. NO. W-7 66 INSTALL 8" x 4" CROSS WITH THRUST BLOCK PER IRWD STD. NO. W-12 67 INSTALL 4" TIEE WITH THRUST BLOCK PER IRWD STID. NO. W 12 68 INSTALL TWO WIRE CATHODIC PROTIECTION TIEST STATION PER IRWD STD. NO. CP-1. 69 INSTALL 4" 22.5" BEND WITH TIHRUST BLOCK PER IRWD STID. NO. W-12 70 INSTALL 4" -11.25" BEND WITH THRUST BLOCK PER IRWD STID. NO. W-12 71 PROTECT EXISTING UTILITES IN PLACE RECLAIMED WATER (I.R. W.D.) 90 INSTALL 4 .. PVC A.W.W.A. PURPLE COLORED C-900 CL. 200 WITH BEDDING PER IRWD STD. NO. W-11. 91 INSTALL 2" END OF LINE IRRIGATION SERVICE PER IRWI) STID. NO. W-2 AND W-3. 92 INSTALL 6" x 4" HOT TAP & VALVE PER IRWD SPECIFICATIONS 93 INSTALL 2" IRRIGATION SERVICE PER IRWD STID. NO. W-2 STORM DRAIN 80 INSTALL 18 R.C.P. PER CITY OF IRVINE STD. PLAN NO 318 ID-LOAD PER PROFILE). 81 CONST. JUNCTION STIRUCTURE TYPE IV PER PF&RD STD. PLAN NO. 1313. 82 CONSTIRUCT JUNCTION STIRUCTURE TYPE-I PER PF&RD STD. PLAN No. 1310. 83 CONSTIRUCT JUNCTION STIRUCTURE TYPE-VI PER PF&RD STD. PLAN No. 1315. 84 CONSTIRUCT INLET TYPE 1 PER P.F.R.D. STD. PLAN NO. 1301. 85 CONSTRUCT CONCRETE COLLAR PER PF&RD STD. PLAN NO. 1317. 86 FIELD TO VERIFY POINT OF CONNECTION AND NOTIFY ENGINEER PRIOR TO CONSTIRUCTION. 88 INSTALL 4 PVC SDR 35 DRAIN PIPE. BUILDING SUMMARY UNIT NO. OF ,i: UNIT FOO1PRINT TOTAL UNIT DESCRIPTION TYPE UNITS AREA (SQ. FT.) AREA (SQ. FT.) 1 8 17.0% 1,773 14,184 3 BED, 3.5 BATH 1X 7 14.9% 1,773 12,411 3 BED, 3.5 BATH 2 18 38.3% 1,901 34,218 3 BED, 3 BATH 3A 7 14.9% 2,047 14,329 3 BED, 2.5 BATH 3B 4 8.5% 2,058 8,232 3 BED, 2.5 BATH 3XB 3· 6.4% 2,071 6,213 3 BED, 2.5 BATH TOTAL 47 D.U. 100,C QTY. UNIT ,.-._ ----~ ) 1 920 SF \ 14.270 SF) ~--- 8 EA 750 SF 625 LF ---- 675 LF 650 SF _, LS ---- 4 EA 3020 SF 6 EA 700 SF 2 EA 2 LS 102 LF 85 LF 1 EA 2 EA 1 EA -LS -LF -LF -EA -LF 1 EA 7 EA 675 LF 960 LF 10 EA 780 LF 5 EA 1 EA 838 LF 11 EA 2 EA 2 EA 1 EA 3 EA 48 EA 9 EA 2 EA 70 LF 30 LF 3 EA 772 LF 7 EA 2 EA 5 EA 1 EA 1 EA 2 EA 1 EA 1 EA 170 LF 1 EA 1 EA 1 840 LF 1 EA 5 EA 4 EA 4 EA 1 EA 1 LS -LF TEMPORARY DETAIL DURING CONSTRUCTION ONLY EASEMENTS PAD ELEVATION STORM DRAIN LINE CATCH BASIN P=00.00 "'""'SD== TOP OF STAIRS TS TOP OF CURB ELEVATIOIN TC TOP OF GRATE ELEVATION TG STREET LIGHT SANDBAGS = LIMIT OF GRADING -- - -- AREA DRAIN PIPE RECORD DRAWING 1-15-04 2 8/29/0 REVISED QUANTITIES 1 NO DA 1E REVISIONS HIGH POINT HP SLOPE-2:1 MAXIMUM =:y::::y= WALL FLOW LINE FL BOTTOM OF STAIRS BS (FOR INFORMATION ONLY) SWALE DIRECTION PLANS PREPARED BY: DouaUII BE!mEII All> Al I ...aATEII Concult!n5; (.!!W Engln~ei 221171 IR1 aE11C Dlt. lB:(141) • LM111A ~ CA 11211&1 FU:(141) 811-8111 1\-(v:/'--.. ~-':£-(::,"""-- DOUGLAS W. BENDER DATE APPR. DATIE R.C.E. No. 28946 EXP. DATIE 3/31/03 t--S W. ~ ~ "' No.28946 .3/31/03 CIVIi. TRACT BOUNDARY -----12" SQUARE AREA DRAIN ° BORING LOCATION K~9 CONCRElE WALK I .· I PARKING STALL PAVEMENT DRIVE AISLE PAVEMENT STREET SECTIONS, DETAILS, QUANTITIES, AND LOCAL DEPRESSION DETAILS TRACT NO. 16266 COUNTY OF ORANGE I SHEET D-2 2 OF 11 7'i ' \ -)~ I 0-, 0-, v-- 1'17 ~ C z::: iJ"- 4- ~ \T\ ~ ~ \ 0 5 "' a. Sf $ '-' "' "' ' ,_ z w " ~ ii! a. :,; '-"' ~ -!:!. 0 < CJ ~ e,; N "' -ll ,-....;i I • w ~ • I;; 0 "' z ~ :5 ◄ a. C 0 ~ uic wg ~ ::c l,J~ ~j ~n LLI a:: (!I 609.93 TC ----- 609.75 TC 4' [).11.25 FL ·cuR 6 CURB ~~ o::i "' 609.93 TC 609.43 FS 6" CURB RAMP "1" AND "2" DETAIL (1"=10') 61D.62 TC 610.12 FL 6" CURB • 610.66 Ti 610.66 FS o• CURB • 610.66 TC 0 CURB 610.16 FL 6" CURB ----- RAMP "6" DETAIL (1''=10') CURB TRANSITION --,<-//, FROM 0' T □ 8' 605.78 in M 606.06 TC 605,56 F MODIFIED LOCAL DEPRESSION DETAIL LD-3 CATCH BASIN #3 (1"=10') 608.28 TC 6!1,7.95 FS 4 CURB 608.18 TC 6Ql.85 FS 4 CURB 607.77 TC 6Q7.27 6 CURB 6f1·Svl? o· CURB 4' 08.14 TC Ql.81 FS CURB 607.73 TC O"CURB l7-c2iiRff ~,,.., ~~ __o• CURB r::: --:::J J RAMP "3" AND "4" DETAIL (1"=10') MODIFIED LOCAL DEPRESSION DETAIL LD-1 CATCH BASIN #1 (1"=10') MODIFIED LOCAL DEPRESSION DETAIL LD-4 CATCH BASIN #4 (1 "=1 O') 611.72 TC 611.22 FL ,,, (1"=10') \ 611.87 FS I// I MODIFIED {10.00\ TC 6" C.F. !9.5Bl FS {9.50\ FL R/W 3' 4' MIN. W=DRIVEWA Y WIDTH Pl TO Pl (VARIES) 3' 6.5' 2% o"cF ~I 6" CF ~1" UP 6" -,r \! THICK-y-1-·-• ··.•.·.j.· ••.·. ·.-.. ;:., SECTION ·a-a· NOTE: APPROACH, CURB, & GUTTER ALL POURED MONOLITHICALLY !10.00\ -SAMPLE ELEVATION G) DRIVEWAY APPROACH PER P.F.R.D. STD. 1209 6" THICK P.C.C. APPROACH N.T.S. • .+ 12" WIDE CONCRETE BANDING HAND TIGHT JOINT APPPROXIMA TEL Y 1 /8" :··.-~-------~ ... -.-.·::.•-.·· ...... . .. --·-·--·~··-··:· CURB & GUTTER CURB & GUTTER c;. ~{- 4' M1N. -4,$-~"<"- i TYPE "1" (N.T.S.) ~-;:. :_ ... _-. ·.-. . . ... 12" WIDE CONCRETE BANDING CONCRETE BANDING OR CURB AND GUTTER REINFORCING PER STRUCTURAL ENGINEER MASTIC EXPANSION JOINT WITH FELT. BROADCAST S1UCA SAND A.C. PAVING ON TOP OF MASTIC BEAD 1" CLEAN, FINE SHARP SAND OINTS SHALL BE FILLED WITH DRY FINE SHARP SAND 'co -· llo:£:;;~~==~~~~~t±±~'±:/ ---1.---M+f,,~f;-,,=:"4't,---·~ •• . . - 18" CRUSHED MISCELLANEOUS BASE TO BE· PLACED IN· THREE ·5;, LIFTS AND ·coMPACTED :To .. =I = 111--• '§1111 11111 11111 1 • ~ 11 11! 11 11111 111! I - A MIN. QF 95% • : • 11111 11111 111 I I lc1=··n1rn=:==rm:=rm-,---,,-;n=TTT==I !- COMPACTED SUBBASE PER GEOTECHNICAL REPORT GEOTEXTILE FABRIC-MIRAFI 500X WOVEN GEOTXTILE RUNNING BOND INTERLOCKING PAVING PATTERN. PATTERN RUNS PERPENDICULAR TO VIA AMANTI. RUNN1NG BOND PATTERN IN FIELD, SOLDIER COURSE AT PAVING EDGE. SEE LANDSCAPE PLANS SHEET LC-0 PRODUCT AND MA TER1ALS SCHEDULE FOR SPEC1FICA TION. NOTE: -CONTRACTOR SHALL INSTALL PAYERS PER MANUFACTURER'S SPEC1F1CAllONS AND RECOMMEND A llONS. -SEAL PAYERS WITH "SUREBOND SB1300 JOINT STABILIZER SEALER" CD ENHANCED PAVING DETAIL FLUSH WITH BACK OF SW N. T.S. PER PLAN ~//"~/ FLUSH WITH 6"CF B.C.R. TYPE "2" (N.T.S.) . -~-~ q, . ~ Q.. 5' "--(.) b O" LIP INSTALL 24" CUT-OFF BARRIER SECTION A-A 3/4" IN 12" BORDER GROOVING DETAIL LOCAL DEPRESSION DETAIL LD-2 TRANSITION SIDEWALK IL • '-' ti; ' '-' ID • ~~<,-~~- lb NQJES: (FOR HANDICAP RAMPS HEREON) A.C. PAVEMENT CATCH BAS1N #2 (1"=10') 3' 1.5' Lk 3/8" 1" BOTH SIDES 1.5' ® CROSS GN~!TER DETAIL B L FOR 0. 09' DEPRESSION ..----sc--FOR HANDICAP ACCESSIBLE RAMP 4' 4' ~i ~. "' -:.,. ~ .!ml \.Q'.]E >- CURB t~ix ! ONLY ..,< "' 6"CF o:i:::,; 6"CF ~ r= a. ~ ' ' o· 4' LIP -C&G OPPOSITE "T" INTERSECTIONS & MID-BLOCK (N.T.S.) 2 /29/02 REVISED ENHANCE PAVING DETAIL. 1 NO DATE REVISIONS APPR. DATE LJJ 4' 4' VARIES 0.09' -I --·-·· ··-.... --' 4' VARIES sTREEi 5% MAX SLOPE --------···· --· A-HANDICAP RAMP SHALL CONFORM TO 111LE 24 STD. STATE OF CAUFORNIA, A.D.A. REQUIREMENlS, AND OCEMA STANDARDS. 8-ACCESS RAMP SHALL BE CONSTRUC1£D OF 4• THICK P.C.C. C-CONST. 111:AKENED PLANE JOINlS 1' DEEP 1111H 1/8" RADIUS EDGES. 0-ON THE LEVEL SURFACE AT THE TOP OF lHE RAMP CONST. A BORDER 12" \\1DE OF 1/4" \\1DE X 1/4' DEEP GROOVES 3/4" APART, PER GROOVING DETAIL HEREON. E-AT THE BOTTOM OF THE RAMP CONST. A O" C.F. F-THE SLOPE OF THE CENTRAL PORTION OF THE RAMP SHALL NOT BE STEEPER THAN 8.33%. G-THE SIDE OR "X" PORTIONS OF RAMPS SHALL NOT BE S1EEPER THAN 1:10 (10.0%) . SECTION "B-B" RECORD DRAWING NOTE: 1. ALL SIDEWALK, CURB RETURNS AND PEDESTRIAN CROSS1NGS SHALL MEET THE TITLE 24 AND AMERICAN DISABILITIES ACT REQUIREMENTS AND SHALL BE ACCESSIBLE FOR PEDESTRIAN AND HANDICAP CIRCULA llON. 2. SIDEWALK ACCESS RAMPS PER PFR&D STANDARD PLAN NO. 1115, AS SHOWN HEREON. 21171lal.CIIDXII& LA&NA fa.LS, CA 111D SIDEWALK ACCESS DETAILS NOT TO SCALE 1-15-04 ~ "-' ,.!. I t:.! lO ~ I .. I ~ z I!!, <' "' J \ 7" )[ I 0-er- ,-.,: ' ' • .. -·--- --· ' . -----·-- ------ • -r -. . . ---------- • ·, .'., • ·,. '.:· ·, .' .. ·"·· • : .-,J . • : ! - -I _" -. . ---------' • I .. • C. : .. • ,_.: •• _!_·:. ·.: < ~--: }.-:J-._c·•:: .. ---! - _:·,· ,r::·. ·_:_··.,:· :_: ·::-.:··: . . . .. .... .. . . ......... . -_---1-. --_::·_ -_--__ -_-.---------.-.-_ .. __ .:-_ -· ---··::1·.: ·_-_-------------_-·-:_--:-----: · ---,-1·-: _------·--------- CONSTRUCTION NOTES: Q)--INSTALL ENHANCED PAVING PER DETAIL ON SHT. 3 PATTERN AND COLOR PER DETAIL ON SHT 3. @--CONSTRUCT _" A.C. OVER _• (CLASS 2) A.B. CONTRACTOR TO VERIFY MIN. ST. SECTION W/ SOILS REPORT AND APPROVAL BY COUNTY OF ORANGE. @--CONSTRUCT CURB RAMP PER PF&RD STD. PLAN NO. 1115 AND PER DETAIL ON SHEET 3. @--CONSTRUCT 6" CONCRETE CURB & GUTTER (TYPE A2-6) PER PF&RD STD. NO. 120-0-0C. @-PAINT WHITE PAVEMENT LEGENDS AS SHOWN, PER CALTRANS STD. PLAN A24D. @--CONSTRUCT LOCAL DEPRESSION PER DETAIL ON SHEET 3. @--CONST. 4" CONC. SIDEWALKS PER PF&RD STD. 1205. @--INSTALL HPS LIGHT 16,000 LUMENS PER PF&RD STD. NO. 1411. @)---SAWCUT AND REMOVE EXISTING A.C. PAVING. @--CONSTRUCT CURB AND GUTTER TRANSITION FROM 8"CF. TO 6"CF. @}--JOIN EXISTING CONC. SIDEWALK PER DETAIL ON SHT. 2. @--JOIN EXISTING A.C. @-SAWCUT AND REMOVE EXISTING 8" CURB AND GUTTER. @---INSTALL "STOP" SIGN PER CALTRANS TRAFFIC MANUAL TYPE R1 & PER PF &RD STD. 1409 @---INSTALL STREET NAME SIGN PER PF&RD. STD. 1407. @--INSTALL "NOT A THROUGH STREET" SIGN PER CALTRANS TRAFFIC MANUAL TYPE W53 & PER PF&RD. STD. 1409. GRAPHIC SCALE ·20 0 10 20 ~r-I 1_1 ( IN FEET ) 1 inch = 20 ft. 40 ! ! - - -_ -. l -._ 1-z w a: ::::, <( _,J 1-z -<( u, 1o+OO J< : .: • .. I ..• PROFILE SCALE HORIZ.: 1"=20' VERT. : 1 "=4' -. --------- . -·. - . --- ---. ----:: --:· . ---~-- . -_::.__: -_. ____ -: .. : --.: --. ------. -----. -- I . . I -1 I .. . -------.. --. . . . I· I _-. -_ ... -__ :_ _____ ·l-+-+--F=t--t--=-t....C..,.:.._1".cc_+-+cc'-11 ----_-: __ -I • ' __ -_ ~------_---_r--:-~---->,..._--.+--+ ---1--._ ---1 --r _ --, • • • T • · · · · • • _.:_J~_,l_-·_,__,_·_·_J....:.C.,....:.J.--. :..:.. •. ~-~~~~~·:,-~1_. ~---_: ,_J_,.cc....._,"---''-'-''--'-'-"-'-' "'"I--'~'--''·:...· •1-·--11· 10+50 11+00 11+50 12+00 11+74.86 SAINT LAURENT 1j;_ INT. 30+00.00 VIA AMANTI 611.59 FS HP CURVE C CURVE DATA TABLE LENGTH (FT> RADIUS (FT) DELTA TANGENT (FT) 36,47 25,00 93•34•33• 22.34 31.67 514.00 03'31'50' 15.84 38.60 500.00 04'25'23' 19.31 35.15 25.00 00•33•50• 21.19 31.94 486,00 03'45'56' 15.98 42,68 25.00 97'48'34' 28,66 41.03 25,00 94•02'28' 26,83 RECORD DRAWING 1-15-04 PRIVATE STREET PLANS PREPARED BY: DouaLAI Bwwwn AND AIIOCIA'ID Co~~u!ttns Ci'l:'il EnslnMre J----,J----J------------------1~--i----1 1871 l&LGEEIC Ill. m.:(141) - J----,!----J------------------1~--i----1 / 1A1U1A 1111.0, CA 12tU FAlO(l<I) ■--• 2 8/29/02 ADDED ENHANCED PAVING END STATION /'J ~ 9:,-'-f ~- 1 DOUGLAS W. BENDER DATE • CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. TRACT No. 16266 SHEET ST-4 STREET IMPROVEMENT PLAN SAINT LAURENT COUNTY OF ORANGE ___________________________________________________ ....uN~0~,1;:jD:,e:AuTE,5;...1-____ JlR.1aEiVIL=SwlO~N!lS:a.. ____ .LAPot:.1:P:J'D!J.li~ R.C.E. No. 28946 EXP. DATE 3/31/03 4 OF 11 .. 7 ) c I r C C > r 71 rr ;z: - ...... CONSTRUCTION NOTES: Q)------INSTALL ENHANCED PAVING PER DETAIL ON SHT. 3 PATTERN AND COLOR PER DETAIL ON SHT 3. @---CONSTRUCT _" A.C. OVER _• (CLASS 2) A.B. CONTRACTOR TO VERIFY MIN. ST. SECTION W/ SOILS REPORT AND APPROVAL BY COUNTY OF ORANGE. @--CONSTRUCT CURB RAMP PER PF&RD SID. PLAN NO. 1115 AND PER DETAIL ON SHEET 3. CONST. 6" THICK P.C.C. DRIVEWAY APPROACH PER DETAIL ON SHEET 3. CONSTRUCT 3' WIDE CROSS GUTTER PER DETAIL ON SHEET 3. ©- ®- ®-- ®-- CONSTRUCT 6" CONCRETE CURB (TYPE Al-6) PER PF&RD SID. NO. 120-0-0C. CONSTRUCT 6" CONCRETE CURB & GUTTER (TYPE A2-6) PER PF&RD SID. NO. 120-0-0C. ®----CONST. 4" CONC. SIDEWALKS PER PF&RD SID. 1205. @----INSTALL HPS LIGHT 16,000 LUMENS PER PF&RD SID. NO. 1411. @-INSTALL STREET NAME SIGN PER PF&RD. SID. 1407. LOT NO. 1 29+12,46 29+09.69 GRAPHIC SCALE 2~.-,---- □ - 0 10 20 I '~-1 ( IN FEET ) 1 inch = 20 ft. 40 I ctvo 28+85.37 610.95TC 28+85.37 28+82.54 28+71 (t RAMP 3 SEE RAMP DETAIL 6 28+65.17 610.57TC 28+62.34 610.72TC 28+62.34 610.77TC \~. ;.~~~ ' •. -:, -- -1~--- "· "{?\::;::>-..._ -,-_._ i;i"if',o',ief-'- 29+67.23 611.82TC .. .. , \-'t_ STBEET- _,:;-' '.• •/ ,. \62TC • 29+42.79 61 .-- LOT NO. 1 +40.96 610.33TC 5. 70 610.62TC 6 RECORD DRAWING 1-15-04 9 LINE L1 a., L3 L4 LS L6 u LB L9 1 1 LOT NO. 1 [2 "' '-: 0 ..., i;:; + N05"32'34"E .. LOT NO. 1 VIA AMANTI PRIVATE STREET 00 00 ~~ ..., ... ++ a.,; (f) (f) t0 u... ~ ~o oi oi co "' U) LOT NO. 1 2 2 LOT NO. 2 CURVE DAT A TABLE CURI/E Lt.NU: in \.r IJ \rll DELTA C1 3.87 2.50 88'46'04" c, 288.33 250.00 66'04'48" C3 119.85 232.00 29'35'52" C4 LINE DAT A TABLE LINE DAT A TABLE 13.60 4.00 194'51'29" C5 4.68 3.00 89'21'06" • \f I/ BEARl,IG LINE • \rl/ BEARING C6 29.41 262.00 6'25'52" 3.51 N60"06'39'W 1' 2.00 N84'27'26"W C7 31.22 238.00 7"31'oo· 4.50 N05"32'34"E 1 2.00 N84'27'26·w CB 10.85 238.00 2'36'43" 2.00 N84'27'26•w 1 5.00 N84'27'26•w C9 6.28 4.00 90'00'00" 1.97 N37'51'37'W 1 5.00 N84'27'26"W 1 6.28 4.00 90•00'00· 3.02 N41"40'28"E 1 5.00 N84'27'26"W 1 6.28 4.00 90·00'00· 5.00 N84'27'26'W 1 6.00 N84'27'26"W 1 6.28 4.00 90·00'00· 2.03 N36'06' 49'E 1 5.00 N84'27'26'W 1 6.28 4.00 90·00'00· 3.00 N52'31'27"E 1 2.98 N67'27'29'E 1 6.28 4.00 90"00'00" 2.00 N84.27'26"W .. 3.02 N46"57'04'E 1 1.57 1.00 89"46'56" 2.00 N84"27'26'W ~ 2.79 N65"42' 44'E ~ 1.57 1.00 90"00'00" 2.00 N84"27'26'W 2.00 N84"27'26'W 1 1.57 1.00 90·00·00· ,: 5.00 N84"27'26'W 1 1.57 1.00 90·00·00· DOUGLAS W. BENDER DATE R.C.E. No. 28946 • EXP." DATE 3/31/03 ,.,., 3 II \rll 2.45 162.60 61.29 30.68 2.97 14.72 15.63 5.43 4.00 4.00 4.00 4.00 4.00 4.00 1.00 1.00 1.00 1.00 s LOT NO. 2 00 U) en 1-z w ~ w ~~\_606.98TC ___ , . -~:'( 33+00 ~"" ·606.95.,-l. , if > 0 a: a. ~ ·ccc·.c·. ~j~-:c./f::JW::::> -"'";---;-;tttr 5 <..., -606,98TG··-8 CURI/E 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 TR. IMP, (16 2 6 6) heet 5 Ofll ... 00 ,,:; - C z w + ~ CURVE DAT A TABLE 1.57 11.86 4.68 4.70 5.12 4.75 10.82 6.28 6.28 6.28 71.55 29.27 26.20 18.20 26.07 26.01 * DELTA 1.00 90"00'00" 1.00 4.00 169'50'20· 44.99 3.00 89'21'05" 2.97 3.00 89"40'32' 2.98 3.00 97'50'15" 3.44 3.00 90"43'53' 3.04 268.00 2i8'46' 5.41 4.00 90-00'oo· 4.00 4.00 90"00'00" 4.00 4.00 90-00'00· 4.00 238.00 17i3'29' 36.05 262.06 6'24'02" 14.65 268.00 5'36'06" 13.11 262.00 3'58'46" 9.10 268.00 5'34'27" 13.05 268.00 5'33'39" 13.02 CONlRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF' EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSlRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. TRACT No. 16266 SHEET ST-5 STREET IMPROVEMENT PLAN VIA AMANTI COUNTY OF ORANGE 5 OF 11 - SEWER CONST. NOTES: "' -"' -...... .....__ I ~ ''--"' J''-..... ~ ................ "'-.,; I ....._ .......,_ ~ ----' "" ' ---- GRAPHIC SCALE 40 0 10 ~--' I ( IN FEET ) 1 inch =20 20 I ft. 40 ! RECORD DRAWING 1-15-04 S1 4 v CURVE DATA TABLE DELTA RADIUS TANGENT LENGTH 1515'28" 280.00' 37.50' 74.56' 18"31'30" 280.00' 45.66' 90.53' 21"11'36" 280.00' 52.38' 103.57' 18"54'11" 280.00' 46.61' 92.38' 0879'19" 210.00· 15.28' 30.50' • CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. <15 I .. "' >-I i;J '" j ~ .. " ,----,---~-------------~---,;---.---------------------,-----------==========;======-10 PLANS PREPARED BY: 3:; DouaLAS Bw~o=n~== f--t-----+--------------------t----t----1 221'7'1 IALGEEK DR. TEL:(141) • leas ~~~tif:;~~~wJ~~z~~;~~;;;;ii~~~ui,;;~.t~".t.Rft~~;,_,~i~~=iPR~~1~2;A'T~~~~~~a~;~~~ R1:v1sf.o -stwe\1-.. cceA.-K>uT ~7.,.,,0.-i '-"'-"11•""' F<>i. IZ.~. ce,-n:e'I'.-LftT_ s-:2. NO DA REVISIONS APP'D DATE lMUIA HIIJI. OA l29U FAX:(148) ,_,.,......, .. , .. DOUGLAS W. BENDER DATE R.C.E. No. 28946 EXP. 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CREK DR. M.:(141) • W ~o 1z. 1 ·= o· r.-----------------,~..,.--1---------1--------------------____Jk...,..,1---,----,--J --.. .,... ,.,.1141, ----1-+---+---+---+---+---+----r--r--r--r--r--r--r--r-t--t--t--t--t---t-+--1-t--u,i:.""°", 1--+---irl>_=+-+-+-+t--+-+-+-+-+-+--+-1 • CONTRACTOR SHALL VERIFY HORIZONTAL AND /.,~ "t-1;s-.::., 17 ~ S~-IA'T~ --0:,. ~v"h"Te. ~ 'fb.<I,~ 2 VERTICAL LOCATION OF EXISTING UllLlllES AT /\ 1 POINT OF CONNECTION PRIOR TO CONSTRUCTION LD, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 1+00 /\----v /\-__ ·st1r-J~,: DOUGLAS W. BENDER DA TE Nn DA~ REVISIONS R.C.E, No. 28946 EXP. DA 1E 3/31 /03 RECORD DRAWING 1-15-04 TR. IMP. ( 16266) Sheet 8 Of 11 TRACT No. 16266 SEWER & WATER IMPROVEMENT PLANS COUNTY OF ORANGE • 8 SHEET SW-3 OF 11 d z DOMESTIC WATER NOTES: @--- I®- @-- INSTALL 8" P.V.C. C-900 CL 200 WITH BEDDING PER IRWD sm. NO. W-11 INSTALL 8" GATE VALVE PER IRWD sm. NO. W-7 @>--- 01-- @1-- @-- @------ @i---' - @-- INSTALL 8" -45· BEND ·WITH THRUST BLOCK PER IRWD sm. NO. W-12 INSTALL 8 .. TEE WITH THRUST BLOCK PER IRWD sm. NO. W-12 ®-- @-- @-- @ 0 ® @- @--- ® @ ®- ~ INSTALL 40"28'43" 14"53'13" 02·45•42• 18'44'49" 04"25'23" 8" CROSS WITH THRUST BLOCK PER IRWD sm. NO. W-12 RECLAIMED WATER NOTES: \ \ ' ' • PLANS PREPARED BY: 22171 l&1. a&IC DR. 'IEIJ(141) 1111 LAMIA HI.LS CA tzem FAXl(MI) --- & 06/25/02 REVISIONS TO STATIONS /\,/'J /'v-. '-1-':f...:,"'- DOUGLAS W. BENDER DA TE R.C.E. No. 28946 EXP. DATE 3/31/03 GRAPHIC SCALE 0 10 20 1 I - { IN FEET ) 1 inch = 20 ft. 40 ! • / ill . ' ' 'I j/ f: " ,. :, '' ': '' CONlRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. TRACT No. 16266 SHEET W-1 SEWER & WATER IMPROVEMENT PLANS COUNTY OF ORANGE 9 OF 11 ( N (.) z i I 10+00 RIDGE PARK ROAD Street & Stenn Drldl t,v,rovementa Per eoc.ity of 0t-anoe Traot tl¥I. ~r , i , V- i' ! ; • I ',_ -!,, I I I j' • I I 10+50 11+00 I I I ... ffi ii: w Cll ' --,--• ---------------- a. u1_L -Cr:', :, 1 j 1 U,' I r') --10+75.<YO-SlREET-STA. (i_ C.B. 2 84 ---,NlET--TYPE·1-, W=-3:5, H=6.5 ( 01+23.33) END PIPE N63'37'01"W SEE SHEET 11 FOR PROFILE STORM DRAIN CONSTRUCTION NOTES: @-INSTALL 8" DIA. SDR 35 PVC DRAIN PIPE AT SLOPE= 0.0100 UNLESS SHOWN OTHERWISE ON ~INSTALL 18" R.C.P. PER PF&RD SID. PLAN NO. 1319 (D-LOAD PER PROFILE). • @-coNST. JUNCTION STRUCTURE TYPE IV PER PF&RD sID: PLAN NO. 1313. ~CONST. JUNCTION STRUCTURE TYPE I PER PF&RD SID. PLAN NO. 1310. @-coNST. JUNCTION STRUCTURE TYPE VI PER PF&RD STD. PLAN NO. 1315. ~CONST. CATCH BASIN TYPE I PER PF&RD STD. PLAN NO. 1301. @-FIELD VERIFY POINT OF CONNECTION AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION @--REMOVE EXIST. BRICK AND MORTAR PLUG PLANS. 11+50 \ \ ' \ \ . ' ' \ \ .. ,, "1• \ \ ~-\ ' \, \ \ I ' ' ' I ' ' ' . \ . \ \ ', ' ' \ \ \, ' ,,\// ' ' '' '. . \ ' \ GRAPHIC SCALE 20 0 10 20 ~--I '. ! ( IN FEET ) 1 inch = 20' ft. 12+00 \_) CURVE C C 3 4 r.: 40 I 12+50 3= 0 '..- 1 -----, s= 0 ,, ... I I i - -\ __ -- ' ' 1/l en ,, (0 599.94 INV <I> en ' "' 599.99 13+00 13+50 14+00 14+50 15+00 50 600.33 INV 27.0 LF S= 0.01 -0 ----------..............--<----- 1 ', ; ;i I _______ \ ___ _ --~-___ -1_ •••• -----\~:-·L-,L,, ________ -- _13421;,-5 -([ INT:-; ----, 80----83" J.S. TYE'E_ VL _____ --- --OW --- ' ' 84.__...,_1.,,_5+~76~.""9"'9'="E""Nc<D_P~l~P=E-.;._ .r N39.27'26"W i ,--:. ---_, en en 27.0 LF ,, 5o S= 0.01 <0 e--s= 0 ';,- 600.99 INV ! G -------------------------------------------:------ 15+68.63 15+50.96 15+29.99 E.C. ; 1 I I ~---~ _____ , ____ •: .. -- -- . ---1 -. · •• --,0.)1--7~, • -----·14+94c65-·B:c.-----, 1 j I ' •, I 1 ! ' i 1' 1 , r 13+86:is--q_-lN+:~ --_: =L= ~----_c_-_: l:::_~:t::_~-=-:=-:-.::i·;i:: ~o:,i.-g ~~ l~T''.is~=°tf?E-i'= --':::~ c:= J.S. TYPE ___ ! ___ ~. - . ·.i:: 80 8"DW----------· --------------. --- (;/' N05.32'34"E N05.32'34"E 13+00 LINE •A• . ,·" • 14+oo --------------------------· ----->-----8SS-----,------,----83 -,,t4+51.82-It INT- 12+81.70 E.C. VIA -~MAN.II_ _____ ·-:--~_ ---.... _ --___ J.S. TYPE VI_ ----------:-_::-::.-:=:-_-_-__ -_:: --------------r------.---,-.-------1--,-----------~ .., ,__/, ·: 11 ·, -----!-----------l' ' ,------~-7··--· -f---------------/ i . -=-.~=:::., -----. --_-_--+----~.=-.,_:_~- -,-------·-,--· l ----i i j i . i i I I I I I 'i' , ____________ !'_ ,--------1 ___ :_~-----_j_ ___ ,.J __ ,-------·---""' ~'-----)1:/) _' ·:: ------- 600.32 INV 600.6 INV ,--, V --L l _____ r---:. •• -; ! en en ' <O 50 S= 0.01 600.96 INV _ __:____ _ ___ __j_ - -_1 ' ! • 601.2 INV ; ~ -,----~ I I I a, en ,, co ' HYDRAULIC DAT A TABLE LINE / LA lERAL Q 1----------1 25 SECTION n 15+50 8 Cl c,~3 INLET T E I .. ;, W=3.5', H=4.8' CURVE DATA TABLE STATION TO STATION C.F.S. LINE "A" Dmax Vmax FT. F.P.S. 602.25 TOP SD LENGTH <FT) RADIUS <FT) TANGENT (FT) DELTA 39,35 45.00 21.03 50'06'09' 10+00.55 TO 10+86.88 11.2 18" R.C.P. 0.0673 61.68 45.00 36.79 78'32'06' 10+91.21 TO 11 +60.30 28.46 250.00 14.25 6'31'25' 24,93 250.00 12.47 05'42'46' 11+64.63 TO 12+55.77 35,34 22,50 22.50 90'00'00' 12+55.77 TO 13+21.15 17,67 22,50 9.32 45'00'00' 13+21.15 TO 13+86.48 RECORD DRAWING 1-15-04 13+86.48 TO 14+51.82 14+51.82 TO 14+89.82 14+94.15 TO 15+ 76.99 PLANS PREPARED BY: DouGLA8 IENDE~0 ~1 ~~~ 221171 MU. CHEJ< DR. m:( ... l 5WIIIH- LNMIA ftL1S, CA 92153 FAX::(IMCI) eae !5!U -~ ,/L._ : i I 1:srt,,~ DOUGLAS W. BENDER DATE NS R.C.E. No. 28946 EXP. DATE 3/31/03 6.5 18" R.C.P. 0.0050 5.5 18" R.C.P. 0.0050 5.0 18" R.C.P. 0.0050 4.2 18" R.C.P. 0.0050 3.6 18" R.C.P. 0.0050 2.9 18" R.C.P. 0.0050 .013 3.33 13.96 .013 1.98 5.55 .013 2.44 3.68 .013 2.49 3.11 .013 2.40 2.83 .013 2.29 2.38 .013 2.11 2.04 .013 2.00 1.64 • ENCASEMENT DETAIL CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. TRACT No. 16266 SHEET SD-1. STORM DRAIN PLAN. LINE "A" COUNTY OF :I'R.IMP. (16266) Sheet 10 Of 11 ORANGE I 10 OF 11 d z ..J C/l 0 !:I! f!: oz ::c 0 (.) w zz ~ ::5 ~ a. ~ z: C: ..... .... STORM DRAIN CONSTRUCTION NOTES: ~INSTALL 18" R.C.P. PER PF&RD sm. PLAN NO. 1319 (D-LOAD PER PROFILE). ~CONST. JUNCTION STRUCTURE TYPE I PER PF&RD sm. PLAN NO. 1310. @--coNST. JUNCTION STRUCTURE TYPE VI PER PF&RD STD. PLAN NO. 1315. ~CONST.CATCH BASIN TYPE I PER PF&RD STD. PLAN NO. 1301. ~CONST.CONCRETE COLLAR PER PF&RD sm. PLAN NO. 1317. CURVE C r CURVE DATA TABLE LENGTH <FT) RADIUS (FT) TANGENT (FT) 31.77 22.50 20.26 250.00 16.78 22,50 32.57 250.00 55,19 250.00 27,36 250,00 34,39 45,00 6" MIN. TYPICAL -j f- ON BOTH SIDES 11.r 8" DW a~a ~~ 1.7' OF CONC. j ·1 /BOT DW ENCASEMENT ·I/ • = "'5 TOP SD t~ - " oCf' SD iB " 19,18 10,14 8,80 16.31 27.71 13.70 18,08 DELTA 07'27'53' 12'38'56' 10+00 10+50 11+00 \ ~ --, I ' r , I 604.37 INV ,,---;3~1 ;=· 971'LF'iT-r750 ;;:,· VoV I 11+50 \ ' l,.-1,-+-=5"'7-=,2--1""'; f M H 12+00 12+50 \ \ \ \ SHAFT 8 HYDRAULIC DAT A TABLE LINE / LATERAL Q t-----------, 25 SECTION S 0 STATION TO STATION C.F.S. LINE "B" 9+86.36 TO 1 O+ 77.61 3. 7 18" R.C.P. 0.0443 .013 1.71 9.27 10+77.61 TO 10+81.61 3.7 10+81.61 TO 11 +36.81 2.8 11+36.81 TO 11+64.55 2.5 11+68.88 TO 12+46.84 2.0 LINE / LATERAL Q ----------1 25 STATION TO STATION C.F.S. LINE •c• 1 +02.49 TO 1 +20.69 0.8 LINE / LATERAL Q 1-----'--------1 25 STATION TO STATION C.F.S. LINE "D" 1+02.12 TO 1+23.33 1.2 18" R.C.P. 0.0050 18" R.C.P. 0.0050 18" R.C.P. 0.0050 18" R.C.P. 0.0050 SECTION S 0 18" R.C.P. 0.2786 SECTION S 0 18" R.C.P. 0.1985 * .013 7.35 4.54 .013 1.02 3.10 .013 0.84 2.99 .013 0.82 3.67 n Dmax Vmax FT. F.P.S. .013 D.42 12.15 n Dmax Vmox FT. F.P.S. .013 D.52 11.95 TR.IMP.(16266) I Sheet 11 Of 11 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ENCASEMENT 'DETAIL r---.----~---------------r-----.--~---------------------r----------~===========;=======-lu PLANS PREPARED BY: TRACT N 16266 ~ 20 I - GRAPHIC SCALE 10 20 1 __ 1 ( IN FEET ) 1 inch -20 ft. 40 ._ ______________________________________________________ ....,1,1,N;wrr:.._.,,n"""A..1, __ F ________ filv1s1nNs / APP'n nATE DouGLAII Bl!laR AND A880CIAT1!8 ,i1>-0FESS10,11 0. SHEET !Ii i5 Ccoeuit•,, C,v,t Ean>c,,,,, ,,,,,:y_ )...~s W.ac'-1(c. STORM DRAIN PLAN ~ g: ~-~~ ~~MO*~~ ~~ OZ ........ HW,....... '""(141>---SJr.:; ? z LINE ·B" SD-2 :I: 8 ~ No.28946 ~ ~ z * Exp.3/31/03 * • , ~ 5 u>✓.;,~oi'6!~,,o~~'1-COUNTY OF ORANGE 11 OF 11 ~a. ~ ..,-:/~.' sJ,s/ca. DOUGLAS W. BENDER DATE R.C.E. No. 28946 EXP. DATE 3/31/03 C, I , I 0- ,-..: c,, 0- r z::. m -= -,-...:i • I ,J-----12" -----<,_ -3 '1;:1 The ~ -1-11;:E LANE shoU be -wlitte reflective on red bockground and no _ ,-_'Sfllolltf-tnan 2'inches·m heighl ,- ,l.~_:, . .2.':.,.i.etteilng Jhon·be red on .'Ml~ ·-reflectiw bod-:groond, no smoner than 2 inches in height .-~~)i.etkring sh~l ·be red-on white ~ective background, no smeller than 1 Inch In helghl -4. The sign· shi'.ill be no smeller thOn 12 inches wide "by 18 inches high. -5. ,:he sign shall be securely mounted ftrcing the direction of trnvel and clearly visible lO oneo(nmg traffic entering the designated crea, Signs shall be of durable lnoierlal and Installed per Attachment 10 (Fire Lane Sign Mounting). ,r: ,. 1,~-. .FlRE L.ANE SIGN NO. 3 {ATTACHMENT 9 J"ROM ORANGE COUNTY FIRE FlRE 'PR&NTION Oi\llSION. REV. 6/98} AUTHORITY, 1 B" -- . ENO NO PARKNG BOTH Sl>ES OF·STREET -~JGi&'fr ~ • 'C\IC 2W5l!A " C\lp 22500.1 ~~Ff". f------12"------, I __ , --3 . I. -The wordt(flRE 'LANE ffioll he white rtflac:tive on r!d bock.ground end no ,. ,,:;.r~·;_;~ :--';;..~. -~~1~·~.an~; inches in heighl ~ , ._ • ,-• . _, -~·;-:-:;~--:.;, fi·,)-; -'~t~rlij-~on-bli red.~· -white ~eftecti..e bockgi"ound, no smaller_ 1pcn 1 lnl;lies in h,1911 ~\..;_, ~~, ;--: _..,; ::_t.ette,ing ... cn blJ red Olf•:white •reflect!~ Qa&ground, no smGtler thon I fnch lrT -helghl , ._ ·_· t1~:. ~e si9Jf 'Sholl be .no smailtt")~cn 12 inches wlde by 18 lrches "lligh, . • ' • ;.~ • ·:-/. ~ 5 .. • jtf s19tl s};'.¢1 ·be ~cui-dy ~~oi.lntea' facing' µte _dir$ctlori of travel end c!ecrly visible :;~)!) : • ,.,, .;.' •ic:-~in!f trofffO-.enlerJng· the -_d8igi,otea ore:a. Signs shat! be of -durable mi:ileriol ond !nslallM per "AUochm(!flt 10 (Fire lo:1ne Sign Mounting). -.. , _,~i. .. . ,., " ;-_, : ' --·~ ~. FtRE LANE SIGN NO. 4 (A1TAcHMtkt:'9A FROM oRANGE cOuNTY FlRE AUTHORITY, : ;--FIRE • P.R~NTION OIVISION_:-· REV. 6/98) No PARK1NG BEYOND 1HIS P"OINT EXCEPT 'IN DESIGNATED AREAS SlRIClLT ENmlCED' 81" llor.lEOWERS AS:$1)W,ll0N ' -Pl-ICM: f ' .c;,.e,~1~22BS!M. \ '-! •~, .lt-.,.--~~ 18'.".-----~ I ,. __ , --2 --3 1.~, ·-The i~S' ARE. LA!iE -shall -be white reflecttve on red bockgrg:und and no smal!edhan 2 inches In hef!1lt: -' ,_ 2: -, Lettering shoH bf, r,d ·on-w.h1te reflecflw bt1ckground,_ no smaller than 2 Jncties in /~ "" .. · ,'. ·.ti,lght • •. • ·'. · •• • • . _ . . • _ ~-'~ ·, 'itj·'-Letterklg.·~atl be red" en white. ieflectlvfl-backgroiind, no smaller then 1 fnch in ,:--, '_:::·-,helgirt,_ ◄·-, '-~ ', -_ _':' • :c ,·." _'._"::. , •. : _. ,,; ~/4 .• lhe. sl~-~ell be ~~'.!~oller2~ 18,.!hch!S .Wl,d~-~y 30~!?t:hes high.-·.· • _ , __ ~ -~-' > ,5. .>Th_: s,'1) shOn:tie ~CU~y-mOllflled-f,;icing the direction ct travel end clf:Qrly visible • , : ' ~ ·.to o~camJn9."fr~c entering thf?, desi~ted are(!. -. SJgn.;, shall b"e of ,dur:ot,le ., ',. ' l'naterlal w,d lh~tolled ~ Altacl;wnent 1Q. : _ • . • . " . , . ,<-6~-~-:~ ~e-~ n:oy ~'instoiiep 4t the ffl~-'to $b'eets ~ ~ that <re 'n~ 1ori9er than 1'50•:-o": FH· ' EXISTING O.C.F.A. FIRE STATION ; , . , , FIRE LANE SIGN NO. 5 (ATTACHMENT 9 FROM ORANGE COUNTY FlRE AUTHORITY, FIRE PREVENTION DIVlSION: REV. 6/98) 18" FlRE.~ANE NO PARKING TOW AWAY ZONE a'WlflW =,,~T ~~llfs -EXPENSE eve 22658A eve 22soo.1 POUCE OR SHERIFF PHONE NUMBER --1 --3 1· ,1------12·-----_-1, 1. 'rhe words FIRE LANE sholl be white-reflective on red backgro1111d ond no smcUer then 2 inches in heK]ht. 2. f-4: 5. Lettering shall be red on Jmite reflective background, no smoller thon 2 inches In height [ettering $hall be red Ol'I white reflective background, no Mnoller thon t inch In height 'the sign shall be no !mo.lier then 12 ineffe, wide by 18 Inches high Th~· sl'ln ·sh,all be, seci.lre!y mounted facing the direcUon of travel end clearty -..isible to oncoming traffic entering the designated area. Signs shall be of durable material. and installed per Attochffifflt to (Fire Lone Sign M9'.lnting) . ---- GENERAL NOTES: 1. 'BUILDINGS 6 THROUGH 29-ARE WITHIN THE 1000' LANOF'ILL MITIGATION SEffiACK, ANO THESE UNITS ARE REQUIRED TO INSTALL METHANE BARRIER MITIGAi10N MEASURES. O.C.F.A NOTES: 1. FJRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF THE FIRE APARATUS TO 68,000 POUNDS AND BE" PROVIDED ,WITH AN A~-WEATHER DRIVING SURFACE. 2. ALL BUILDINGS ARE SINGLE FAM!LY DETACHED CONDOMINIUMS. (2,546 SF. MAXIMUM) BUILDING SUMMARY. UNIT NO. OF FIRST FLOOR • SECOND Fl.OOR lHIRD Fl.OOR TOTAL UNIT rtPE UNITS AAEA (SQ, f'T,} AREA (SQ, FT.) AAEA (SQ. f'T.) AREA (SQ. FT.) 1 B 909 S.F. 906 S.F. 494 S.F. 2,309 S.F, 1X . 7 909 S.F. .906 SF. 494 S.F . 2,309 S.F. 2 18 9.38 S.F. 959 S.F. 499 S.F'. 2,396 S.F. 3A 7 1,299 S.F. 1,2.47 S.F'. 2,546 S.F. 3B 4 1,285 S.F. 1,208 S.F. 2,493 S.F. 3BX 3 1,285 S.F. 1,24-0 S.F. 2,525 S.F. lOTAI. 47 o.u. BASED ON THE TYPE OF CONS1RUCT10N AND SQUARE FOOTAGE, 1500 GALLONS PER MINUTE FOR 2 HOURS AT 20 PSI lS THE REQUIRED MINIMUM_ FIRE fLOW PER OCFA. .. 'o 0 • PREPARED av, LEGEND FH EX. FH NO. X NO. X P~OPOSED FlRE HYDRANT LOCATION EXISTING FIRE H"1DRNiT LOCATION FIRE SlGN LOCATION ANO ~GN Tl'l'E (RED CURB MAY Jilll BE USED IN LEIU OF ARE SIGNS FtlR lHIS LOCATION) FIRE. SIGN LOOA.TION AND SIGN TYPE (RED CIJRB :Mt,i'. BE USED IN LEIU OF FIRE SlGNS IN 1HIS LOCA 110N) PREPARED FOR, Douau.a BElmER Alm ABBOCIATES c......,C:MI 22971 IILL CJ!IB DmE {;t9) ~ lJ,Qffl HU.i, c.utRIIA ml! F.0.(941) --- DATE: NOYEleER 28, 2001 GREYSTONE HOl,IES 26 EXECUTIVE PARK, SUITE 100 IRVINE, CA 92614 (949) 852~9411 SITE MAP V ,,. ••' 12' OCFA ACCESS ROAD 4' •• 14' 1•' A' •• 2= 12,; 12!! .2ll LKJ I Ls, SIDEWA 6" C URB &: GUUER-LA.c. OVER A.B. -6" DEWAU< T1tR CURB&: GU n I I I I FH 11 I I I I • ' I I I I I I I I I I I I I I I I I I I I o l1 ~ II 0: [ I I I CJ) I I ;I fl, :x: I I ~ \ "!: 't 0 ·1 "":I I ! \ I I I I I I I I I I I \ I I I I I I I I I I I I SIDEWALK OR l.ANIJSCAPE EX. FH 1f< 4' SAINT LAURENT NO PARKING (PRIVATE) NOT TO SCALE Fl OCTA FIRE 6' 12' 18' 10' "-I 44' 36' ACCESS ROAD 1 • FL o· mo 1:1! AC. OVER A.8. 3' WIDE CROSS GUTTER VIA AMANTI •• SIDEWALi( 6~ CURB 3' !HIDE CROSS GUTTER WITH PARALLEL PARKING 10' •• 6' 2% (PRIVATE) NOT TO SCALE "- I 44' 24' OCFA FIRE ACCESS ROAD 12· ' 12' 1.7% I hZ2; 10' •• •• 2% Ls1ciEWALJl LAC. OVER A.B. ~6• CURB &: GUTTER L~ DEWALK CURB & GUTTER ~,· 6 VIA AMANTI WITH NO PARKING (PRIVATE) NOT TO SCALE 30' w Wo-------~~-----•2-.5~'~ ~ 2.5' 25' - u... OCF A ARE LANE / C!i cl TURNAROUND ,oi 9 91~ ~~m w ~ ENHANCED O" CURS PAVEMENT I I I I I I I I I I I I I I I I I I I I I 4" ROLLED CURB_J ORAIICE COIJNIY FIIIE AUTHOIIITY REVIEWED by Planning & Oevalopmenl Approval subject to field lnspedlon and ruqulrod test. notations hsreon, condiUons In eonespondence and co.-ifoimance v..ith appllcable regulstions. Tos s<-.a,mp!ng of these plans shall r;ct iJ,g held to permit or approve-Ile violation of any law. OCFA Seivic:e o/J."'est• 5'/7dd--. Fee Codes: 6Ll • t, l"',;,, Bri!tf!j-Dab: 'i/.t.·D.~ ) ota. Y STAMPED SHEETS RE\'fEWED EIX 0B AHGE CQ!IMTY EIBI; Al!Ii:!QRU:l &ell 48 hr.1. In advance to schedule ~ons: Pllone 71'/ 7W·"11i I- ORANGE COUNTY FIRE DEPT. APPROVED BY; ,. APPROVAL FOR FJRE H'IDR.\NTS, FlRE APPARATUS ACCESS ROAD 'MOTHS, AND ARE LANE REQUIREMENTS (ARE LANE ~GNS ONLY). SEE APPROVAL STAMP HEREON FIRE MARSHAL FIRE LANE TYPICAL ALLEY DETAIL O.C.F.A TURNAROUND NOT TO SCALE 44' 36' •' 6' CURB FACE TO ~~URB FACE 24' ~· 4' WAU I FLOW LINE TO , \-OW LINE "'1 8' 20· B' ARE LANE PARKING PARALLR I I Ptft~ ==;i = CJ ~ FIRE LANE VIA AMANTI (•a• ST.) WITH PARALLEL PARKING 4• I ALI<] 10' 6' (PRIVATE) NOT TO SCALE "-1 44' 24' FIRE LANE CURB FACE TO CURB FACE 12' I •o• , 10' s• I 4' "AL> FIRE LANE VIA AMANTI (•a• ST.l NO P~RKING (PRIVATE) NOT TO $CALE O.C.F.A EMERGENCY ACCESS _EXH;IBIT TRACT 16266 SR# 54722 '. ., n ' ~ I"' ;2 r t" .... r-