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2003-7893 I (Plans) (3)LOT # SEWER STA TION PROPOSED 30' PRI VA TE ROAD EASEMENT PER FINAL MAP LENGTH DROP TO MAIN 15' 15 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS LA T. SLOPE TOP OF CURB ELEV. FOR ANY WORK WITHIN THE STREET RIGHT OF WA Y. 1 11+89.89 ' 12' 3' 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF 3 12 14' 1.2' 5' WMDE GENERAL ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. 767 116.12 U77L1 TY ESM T. 5 2 3 +69.50 J. APPROVAL OF THESE IMPROVEMENTS PLANS AS SHOWN DOES NOT CONSTITUTE 11' 1.2' APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 14.79' 139.52 I .7 4. ALL UNDERGROUND UTILI TIES WI THIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM CURB 3 4 +41.57 2% CROSS ' 17' 0.3' 2 2X - 2 GUTTER AND PA VINE �'M'q 2.07 145.05 -' 5 THE EXISTENCE AND LOCH TION OF EXISTING UNDERGROUND FACILI TIES SHOWN Q ��l' 4 4 +34.70 ° ° ° ° o . ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE A VAILABLE RECORDS TO o s r � ° ° �'° °° �i�i�' THE BEST OF OUR KNOWLEDGE THERE ARE R X 6 AC BERM PER G E NOT OTHER EXISTING FACILITIES 18' 1.2' � -5, EXCEPT AS SHOWN ON THESE 'PLANS HOWEVER THE CONTRACTOR IS REQUIRED TO TYPE A TYP. BOTH SIDES ����`` �'%���' TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN 22.63 143.17 . AC PAVEMENT & BASE PER SOIL ENGINEER HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE 5 4 +03.92 R -VALUE TESTS U.N.O. MINIMUM SECTION PLANS 126 1.2 TO BE 4" AC OVER 6" CLASS ll BASE. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE 4.47 144.16 1ND/CA TES ELEVATION PER PLAN TRAFFIC INDEX SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW - EX 5.5 � 4" SEWER LA T ERAL SDRSD S -13, LWD S -17 WORK. CONTRACTOR WILL MAKE EXPLORA TORY EXCA VA 77ONS AND LOCH TE EXISTING Z Ij UNDERGROUND FACILI TIES SUFFICIENTL Y AHEAD OF CON S UC T7 TR ON TO PERMIT PRI VA TE ROAD CROSS SECTION CURB OPENING 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL ACCORDING TO T'HE STANDARD SPECIFICA 77ONS OF THE SAN DIEGUI TO WA TER N. T.S. LOCH 77ON OF EXISTING FACILI TIES FLO -GARD PLUS i DISTRICT . THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A SEWER LATERAL TABLE ' PRIOR TO WORKLNEARDCOMPANY T ACIL 77ES AND SHALL ELECTRIC 4 -- - - - - -- � - ------ STARTING I LOT # SEWER STA TION INVERT MAIN LENGTH DROP TO MAIN IE LA T. 0 PL LA T. SLOPE TOP OF CURB ELEV. DEPTH 0 PL 1 11+89.89 108.86 14' 1.2' 111.12 767 116.12 5.0' 2 3 +69.50 129.20 11' 1.2' l32 02 14.79' 139.52 75' 3 4 +41.57 130.47' 17' 0.3' 131.11 2.07 145.05 139' 4 4 +34.70 130.40 18' 1.2' 135.67 22.63 143.17 7.5' 5 4 +03.92 129.97 126 1.2 136.66 4.47 144.16 75 WORK VWrI TH COMPANY REPRESENTA TI VES 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTA 77 VES NOTICE.• ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE UNDERGROUND INSTALLA 77ONS FOR LOCA TION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE. 1 800 422 4133 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY OF N OVA ONSEIF N ED D. THE PROPOSED IMPROVEMENTS, AND BEAR THE COST DIVISION OF SAFETY FOR ALL TRENCH WORK. EXIS S,�OR FIRE HYDRANTS T ID WHERE SIDEWALK WILLO ECCOkSTRUCTEDDEWALK 8. PROVIDE AIR RELEASE ASSEMBLIES A T ALL HIGH POINT IN WA TER MAIN. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINI TA FOR ANY EXCA VA 77ON WI THIN EXISTING CI TY RIGHTS -OF -WA Y. 10. THE DISTRICT REQUIRES THA T COMPACTION TESTS BE TAKEN WHERE WA TER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WA Y, CITY OF ENCINITAS RIGHTS -OF WA Y PRI VA TE EASEMENTS AND THE RESUL IS APPROVED BY THE CITY �EESAE Q �GU�T M �A ER DISTRie ��FFICE ARE ACCEPTED AND A COPY SENT TO 11. PRIOR TO AWARDING WATER LINE CONTRACT E CO R OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND RENEW CURRENT SAN DIEGUITO WATER DISTRICTS SPECIFICA TONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 909; PRIOR TO PIPE INSTALLA TIDN. 14. APPROVAL OF THIS PLAN BY S.D. W D. DOES NOT CONSTITUTE A REPRESENTA TION AS TO THE ACCURACY OF THE LOCH 77ON OF, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WI THIN THE LIMITS OF THIS PROJECT 15. ALL EXISTING FACILI TIES WHICH MA Y EFFECT FINAL DESIGN I.E. LINE CROSSINGS LINE PARALLELING OR PROPOSED CONNECTION SHk 9E FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSINGS OR W THIN 10 FEET OF PROPOSED WA TER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS S ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WA TER DISTRICT 16. WA TER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HA VE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SAT7SFACTIDN. BACKFLOW DEVICES ARE TO BE INSTALLED DIR Y T LLD ECTL OUTSIDE CITY OR COUNTY RIGHT -OF -WA Y OR OUTSIDE WA TER DI TRICT A S E SEMEN T. REPAIR MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICES ARE RESPONSIBILITY' OF O6W�VER. 17. MINIMUM HORIZONTAL SEPARA RON OF 10' REQUIRED BETWEEN FIRE HYDRANTS AND S D. G &E VAULTS 18. UTILITIES TO MAINTAIN MINIMUM 5' SEPARA 77ON WHEN PARALLELING WATER SERVICES 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING WA TER FACILI TY (F.H., METERS, VA VES, VA VE BOXES, ETC.) THA T ARE EFFECTED BY ITS PROJECT 20. CONTRACTOR TO SUPPL Y DOCUMENTA TION SHORING THA T ANY ASBESTOS WA TER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET USE 19 -FOOT PIPE LENGTHS WMTH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD.USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET I " MADE BY THE CONTRACTOR, NDER THE SUPERVISION OF SAN DIEGUI TD WA TER TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WNILL NOT BE USED UNLESS )+47.61 - N L Y INLET DISTRICT AFTER PAYMENT OF THE ESTIMATED COST BY THE OW+IIER�DEVELOPER. SPECIFICALL Y AUTHORIZED BY THE DIS1RlCjS REPRESENTATIVE. - _� ►' _-�1 (SEE DETAIL 'B) CONTRAMOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN L1+V 'WER NOTES IE 6" OUT 12" PVT. SEC. 15 PVT. SAO, STORM J. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE 107.95 PROFILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THL� CORRECTION OF A _ A STORM e Q DRAIN PIPE STREET.' ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. DRAIN PIPE 6 PVC PIPE TO NOTES• {NEIL 7 R T1 VE BMP 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE Leucadia 1. REFER TO SDRSD D -2, TYPE B -1 FOR CHAMBER Wastewater District LK SEWER STANDARDS AND TO THE REQUIREMENTS OF THE FURTHER 1NFORMA 77ON 5. CONTRACTOR TO FURNISH ONE INCH COPPER WA TER SERVICE AND METER BOX STANDARD SPECIFICA 77ONS FOR PUBLIC WORKS CONSTRUCTION GREENBOOK�����} AND THE FOR EACH RESIDENTIAL LOT . OF CONFLICT CURB INLET DETAIL GOVERN. A S TA �f41.82 NTS OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL 77MES WITHOUT EXCEPTION THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & J. DOCUMENTS ON 1. FLOGARD PLUS FILTER INSERTS ARE AVAILABLE IN STANDARD THE JOBS1 TE A T ALL TIMES MODEL N0. CURB OPENING STORAGE CLEAN LENGTHS OF 24 , 30 , 36 , 42 AND 48 AND MAY BE WMDTH CAPACITY FLOW RATE 7HE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER CU. FT. GPM CFS INSTALLED IN VARIOUS LENGTH COMBINATIONS (END TO END) TO THE DA TE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK FJT LENGTH OF NOTED CA TCH BASIN. THA T MA Y PROVE DEFECTI VE IN WORKMANSHIP AND /OR MA TERA LS W+W�THIN THE ONE FGP-24CI 2.0 24 .9 338.75 / 2. CLEAN FLOW RATES ARE CALCULATED BASED ON LINEAR YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO L"WND. FLOW RATE OF 140 GALLONS PER MINUTE PER SQUARE FOOT ' FLO -GARD QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PLUS OF MATERIAL A FACTOR OF .50 HAS BEEN APPLIED TO ALLOW PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE FGP -42CI 3.5' 42 1.83 67 1.50 FOR AN77CIPAIED SEDIMENT AND DEBRIS LOADING). AN SEWER QUAN7777ES FGP -48CI 4.0 48 2.14 788 1.76 INSTALLED ADD1 TIONAL SAFETY FACTOR OF BETWEEN .25 AND .50 MA Y BE ' PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMI T SHOP DRAWINGS FGP 5Cl 5.0 60 2.44 90012.00 I APPLIED TO ALLOW FOR S1 TE SPECIFIC SEDIMENT LOADING FGP -60 60 72 3.06 1)26 2.51 J. STORAGE CAPACITY REFLECTS MAXIMUM SOLIDS COLLECTION REPRESENTING ALL MATERIALS AND SUPPLIES SAI7SBY LWDY TO LWD. WORK SHALL NOT - i PRIOR TO IMPEDING nlNI1TAL " FJL TERING BYPASS THE COMMENCE UNTIL SUCH MA IERIALS ARE APPROVED BY LWND. 7.0 84 135 3.01 FGP 7G./ J. ATTACH TO FGP -8C( 8.0 96 4.28 1 6 1 DEBRIS TRAP UL TIMA TE HIGH -FLOW BYPASS WILL NOT BECOME IMPEDED PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE CATCH BASIN n F5P -100/ 10. 1 D 4.88 180014.01 WALL ( 16 GA. SS DUE TO MAXIMUM SOLIDS LOADING. SETS OF CUT SHEETS AND SHALL COMPL Y WITH LWD STANDARD SPEC SURVEY NOTFS. REQUIREMENTS FGP - 12G./ 12. D 144 6.12 T 1. FLO -GARD PLUS F/L TER INSERTS SHALL BE INSTALLED FGP -14CI 14. 7.32 12� PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR FGP -1601 )6.0 192 8.56 3152 7.02 ACROSS THE ENTIRE WIDTH OF CURB OPENING. STORAGE CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS N077CE TO LWD PRIOR FGP -18CI 9.46 J49017. fif CAPACITY AND CLEAN FLOW RA TES ARE BASED ON FULL WD TH TO CONSTRUCTION. INSTALLA TIDN. FGP -21 CJ 1. 10.98 VARIES 2. FILTER INSERT SHALL BE ATTACHED TO THE CATCH BASIN NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE FGP- 8CI 14.64 Tpp ! WALL 19 TH STAINLESS (SS EXPANSION ANCHOR BOLTS AND JURISDIC77ONAL CITY, COUNTY, AND /OR OTHER APPROPRIA TE AGENCIES L WASHERS (j /,O- X 2 -1 2 MIN. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL INJTTAL f PLAN TO THE DISTRICT ENGINEER SHOWM TH D / NG E DESIGN OF SHORING BRACING SLOPING, 3. FLOGARD PLUS FJL TER INSERTS ARE DESIGNED WITH TWO G FJLTFRING FRONT ' ' OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM Pe HAZARD M nr% A nn ni i in __ W __ )� ANTI -SCOUR FEALURES THE INITIAL FILTFRING BYPASS HELPS VICINITY MAP NIS CATCH BASIN WALL 4303 IL 3 flv ' i ri F � ' RETAIN FLOA TABLES 1 AND LARGER DURING LOW TO OF CA WNG GROUND DURING TRENCH EXCA VA 77ON AND PIPE INSTALLA 77ON THEREIN. THIS --� ) PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE tij MODERATE FLOC AND THE INTEGRAL DEBRIS TRAP ENERGY PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE 12" DISSIPA TOR FOR THE RETENTION OF FL OA TABLES AND CONSTRUCTION SAFETY ORDERS TITLE 8, CALIFORNIA ADMINISTRA RVE CODE THE PLAN COLLECTED SEDIMENTS DURING HIGH FLOW PERIODS. SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA tkAVA77ON PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION jh 1W , SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICA TONS AND THE LWD STANDARD SPEC. SEWER LENG7HSNS a� RE FROM INVERT OF TION INSIDE BOTTOM OF OF ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE LE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BOIL T DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT LENGTH OF OPEN TRENCH SHALL B LATERALS UNLESS OTHERWISE APPROVED N WRI77NG BY T HE DIS�N T COLLECTORS TRENCH SHALL AND BE BACKkLED OR PL TED A T THE CONCLUSION OF EACH DA Y OF WORK. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTA TION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STA TE LAW. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES SEPARA 77ON OF SEWER / WA TER AND SEWER / RELCAIMED WA TER SHALL COMPL Y WIN N LWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH 1H DEPT REGULATIONS CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. ALL SERVICE LA TERALS SHALL BE LOCATED AT RIGHT G ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LA TERAL LOCATION BY THE CONTRACTOR. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LA TERAL. THE WRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PA VINE THE TAG OVER THE CUSTOMER END OF THE LA TFRAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED A T THE POINT OF CONNEC770N. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COA TING. THE PIPE SHALL BE CAREFULLY BEDDED TO PRO VIDE CON 77NUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTA TION AT ALL TIMES OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS WATER JET77NG SHALL NOT BE ALLOWED. ALL LA TERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEP770N. CONCRETE TESTING BY L WD WALL BE A T CONTRACTOR EXPENSE MANHOLE BASES SHALL BE MONOLITHICALL Y PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC. OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNEC770N. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WTH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, ,AND RING SHALL HAVE, A 2" BY 2 BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. ALL SEWERS AND LATERALS SHALL BE WA YNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED A T THE APPLICANT CONTRACTORS EXPENSE PRIOR TO CONSIDERA TION FOR FINAL ACCEPTANCE BY LWD. SIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE.- 1- 800 - 422 -4133 PRIVa7E Roao CEenFlCanav I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SA7)SfIES THE REQUIREMENTS AS StA1ED IN THE FINAL NOTICE OF APPROVAL FOR TM 99 -150 AND THE STANDARDS FOR PRIVATE STREETS B 6 - 2, /0-/.?- 0 a REVIEWED FOR CONFORMANCE WITH PRIMATE STREETS STANDARDS` CITY ENGR. RCE DA 1E oMER cEenFlCnno,V I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF 1HE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY ON 77L COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OIHfR WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CON IROL. LEGEND STANDARD SUBDIVISION BOUNDARY PROPERTY LINE D 7 c4 ut �•- co �' o RIGHT -OF -WAY D EASEMENT LINE Z N � a EXISTING CONTOUR A% Z 0 +ss TL EXISTING ELEVATION W �„ -- NEW CONTOUR bf _ c� ,uj jj_ v W NEW ELEVATION NEW SLOPE 2.1 MAX. ' 4c4 s Z t-° DAYLIGHT f SAWCUT LINE � DIRECTION OF FLOW � < t, EARTH BLADED SWALE CONCRETE CROSS GUTTER SDRSD G -12 PCC DRIVEWAY SDRSD G -14 ASPHAL T CONCRETE PA VEMENT PER PLAN SWOL . QUAN77TY ado' 2 Z TYPE 'G' CURB & GUTTER SDRSD G -2 10. ALL TELEVISION SERVICES W THIN THIS PROJECT ARE UNDERGROUND ASPHALT CONCRETE BERM SDRSD G -5, TYPE 'A' INSTALLA 77ONS " FOR LOCATION OF CABLES AND APPURTANCES CONTACT STREET NAME SIGN SDRSD GS -13 APPROPRIA TE COMPANY. TRENCH RESURFACING CITY OF ENCINITAS STANDARD DRA WING 11. THE CONTRACTOR SHALL REQUEST A PRE - CONSTRUCTION MEETING FROM THE 6" PRI VA TE PVC STORM DRAIN SOR 35 MIN. CITY ENGINEER'S OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR B BLUE SEAL SUCH A MEETING. PHONE NO. 633 -2770 12. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMA 77ON ONLY CITY OFFICIALS SIGNA TUBE HEREON DOES MANHOLE r-'' SDRSD D -60, - - - - - - - - NDPE BLUE SEAL NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR RIM SDRSD D -60, - - - - - - - - PRIVATE CURB INLET CONSTRUCTION OF THESE PRI VA TE IMPROVEMENTS (F. APPLICABLE NOTICE. ALL ?GRO A CONCRETE HEADWALL ___ _ A ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE UN EI E E D UND 6" PVC INFIL IRA TION CHAMBER 'STORMCHAMBER',-$.6, ►,1 INSTALLA TONS. " FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND P /PE� - - -� OKAPPROVXD CCUUAL FLO -GARD PLUS APPURTENANCES CONTACT THE SAN DIEGO GAS & ELEC7RIC COMPANY. TELEPHONE. SDRSD S -4, TYPE 'B' L_ _ - -, " SDRSD S -17, L WD S -3 (SEE DETAIL 'B) 1- 800 - 422 -4133 S -3, L WD S -8 ___1____ - -- 4" SEWER LA T ERAL SDRSD S -13, LWD S -17 SAN DIEGUI TO WA TER DISTRICT WA TER NOTES Z Ij 48" LONG X 3" HIGH X 6" B CURB OPENING 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED THICK ACCORDING TO T'HE STANDARD SPECIFICA 77ONS OF THE SAN DIEGUI TO WA TER FLO -GARD PLUS i DISTRICT . THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A 4 -- - - - - -- � - ------ _ -- T 7 MODEL FGP -8CI (STA 1 +47.82 PERIOD OF ONE YEAR AFTER THE DA TE OF ACCEPTANCE i - SLY INLET & FGP -6G./ TA , (, 2. UNLESS OTHERWISE NOTED ALL CONNECTIONS TO EXISTING MAINS NLL BE DIVISION OF SAFETY FOR ALL TRENCH WORK. EXIS S,�OR FIRE HYDRANTS T ID WHERE SIDEWALK WILLO ECCOkSTRUCTEDDEWALK 8. PROVIDE AIR RELEASE ASSEMBLIES A T ALL HIGH POINT IN WA TER MAIN. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINI TA FOR ANY EXCA VA 77ON WI THIN EXISTING CI TY RIGHTS -OF -WA Y. 10. THE DISTRICT REQUIRES THA T COMPACTION TESTS BE TAKEN WHERE WA TER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WA Y, CITY OF ENCINITAS RIGHTS -OF WA Y PRI VA TE EASEMENTS AND THE RESUL IS APPROVED BY THE CITY �EESAE Q �GU�T M �A ER DISTRie ��FFICE ARE ACCEPTED AND A COPY SENT TO 11. PRIOR TO AWARDING WATER LINE CONTRACT E CO R OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND RENEW CURRENT SAN DIEGUITO WATER DISTRICTS SPECIFICA TONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 909; PRIOR TO PIPE INSTALLA TIDN. 14. APPROVAL OF THIS PLAN BY S.D. W D. DOES NOT CONSTITUTE A REPRESENTA TION AS TO THE ACCURACY OF THE LOCH 77ON OF, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WI THIN THE LIMITS OF THIS PROJECT 15. ALL EXISTING FACILI TIES WHICH MA Y EFFECT FINAL DESIGN I.E. LINE CROSSINGS LINE PARALLELING OR PROPOSED CONNECTION SHk 9E FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSINGS OR W THIN 10 FEET OF PROPOSED WA TER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS S ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WA TER DISTRICT 16. WA TER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HA VE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SAT7SFACTIDN. BACKFLOW DEVICES ARE TO BE INSTALLED DIR Y T LLD ECTL OUTSIDE CITY OR COUNTY RIGHT -OF -WA Y OR OUTSIDE WA TER DI TRICT A S E SEMEN T. REPAIR MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICES ARE RESPONSIBILITY' OF O6W�VER. 17. MINIMUM HORIZONTAL SEPARA RON OF 10' REQUIRED BETWEEN FIRE HYDRANTS AND S D. G &E VAULTS 18. UTILITIES TO MAINTAIN MINIMUM 5' SEPARA 77ON WHEN PARALLELING WATER SERVICES 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING WA TER FACILI TY (F.H., METERS, VA VES, VA VE BOXES, ETC.) THA T ARE EFFECTED BY ITS PROJECT 20. CONTRACTOR TO SUPPL Y DOCUMENTA TION SHORING THA T ANY ASBESTOS WA TER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET USE 19 -FOOT PIPE LENGTHS WMTH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD.USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET I " MADE BY THE CONTRACTOR, NDER THE SUPERVISION OF SAN DIEGUI TD WA TER TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WNILL NOT BE USED UNLESS )+47.61 - N L Y INLET DISTRICT AFTER PAYMENT OF THE ESTIMATED COST BY THE OW+IIER�DEVELOPER. SPECIFICALL Y AUTHORIZED BY THE DIS1RlCjS REPRESENTATIVE. - _� ►' _-�1 (SEE DETAIL 'B) CONTRAMOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN L1+V 'WER NOTES IE 6" OUT 12" PVT. SEC. 15 PVT. SAO, STORM J. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE 107.95 PROFILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THL� CORRECTION OF A _ A STORM e Q DRAIN PIPE STREET.' ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. DRAIN PIPE 6 PVC PIPE TO NOTES• {NEIL 7 R T1 VE BMP 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE Leucadia 1. REFER TO SDRSD D -2, TYPE B -1 FOR CHAMBER Wastewater District LK SEWER STANDARDS AND TO THE REQUIREMENTS OF THE FURTHER 1NFORMA 77ON 5. CONTRACTOR TO FURNISH ONE INCH COPPER WA TER SERVICE AND METER BOX STANDARD SPECIFICA 77ONS FOR PUBLIC WORKS CONSTRUCTION GREENBOOK�����} AND THE FOR EACH RESIDENTIAL LOT . OF CONFLICT CURB INLET DETAIL GOVERN. A S TA �f41.82 NTS OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL 77MES WITHOUT EXCEPTION THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & J. DOCUMENTS ON 1. FLOGARD PLUS FILTER INSERTS ARE AVAILABLE IN STANDARD THE JOBS1 TE A T ALL TIMES MODEL N0. CURB OPENING STORAGE CLEAN LENGTHS OF 24 , 30 , 36 , 42 AND 48 AND MAY BE WMDTH CAPACITY FLOW RATE 7HE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER CU. FT. GPM CFS INSTALLED IN VARIOUS LENGTH COMBINATIONS (END TO END) TO THE DA TE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK FJT LENGTH OF NOTED CA TCH BASIN. THA T MA Y PROVE DEFECTI VE IN WORKMANSHIP AND /OR MA TERA LS W+W�THIN THE ONE FGP-24CI 2.0 24 .9 338.75 / 2. CLEAN FLOW RATES ARE CALCULATED BASED ON LINEAR YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO L"WND. FLOW RATE OF 140 GALLONS PER MINUTE PER SQUARE FOOT ' FLO -GARD QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PLUS OF MATERIAL A FACTOR OF .50 HAS BEEN APPLIED TO ALLOW PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE FGP -42CI 3.5' 42 1.83 67 1.50 FOR AN77CIPAIED SEDIMENT AND DEBRIS LOADING). AN SEWER QUAN7777ES FGP -48CI 4.0 48 2.14 788 1.76 INSTALLED ADD1 TIONAL SAFETY FACTOR OF BETWEEN .25 AND .50 MA Y BE ' PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMI T SHOP DRAWINGS FGP 5Cl 5.0 60 2.44 90012.00 I APPLIED TO ALLOW FOR S1 TE SPECIFIC SEDIMENT LOADING FGP -60 60 72 3.06 1)26 2.51 J. STORAGE CAPACITY REFLECTS MAXIMUM SOLIDS COLLECTION REPRESENTING ALL MATERIALS AND SUPPLIES SAI7SBY LWDY TO LWD. WORK SHALL NOT - i PRIOR TO IMPEDING nlNI1TAL " FJL TERING BYPASS THE COMMENCE UNTIL SUCH MA IERIALS ARE APPROVED BY LWND. 7.0 84 135 3.01 FGP 7G./ J. ATTACH TO FGP -8C( 8.0 96 4.28 1 6 1 DEBRIS TRAP UL TIMA TE HIGH -FLOW BYPASS WILL NOT BECOME IMPEDED PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE CATCH BASIN n F5P -100/ 10. 1 D 4.88 180014.01 WALL ( 16 GA. SS DUE TO MAXIMUM SOLIDS LOADING. SETS OF CUT SHEETS AND SHALL COMPL Y WITH LWD STANDARD SPEC SURVEY NOTFS. REQUIREMENTS FGP - 12G./ 12. D 144 6.12 T 1. FLO -GARD PLUS F/L TER INSERTS SHALL BE INSTALLED FGP -14CI 14. 7.32 12� PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR FGP -1601 )6.0 192 8.56 3152 7.02 ACROSS THE ENTIRE WIDTH OF CURB OPENING. STORAGE CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS N077CE TO LWD PRIOR FGP -18CI 9.46 J49017. fif CAPACITY AND CLEAN FLOW RA TES ARE BASED ON FULL WD TH TO CONSTRUCTION. INSTALLA TIDN. FGP -21 CJ 1. 10.98 VARIES 2. FILTER INSERT SHALL BE ATTACHED TO THE CATCH BASIN NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE FGP- 8CI 14.64 Tpp ! WALL 19 TH STAINLESS (SS EXPANSION ANCHOR BOLTS AND JURISDIC77ONAL CITY, COUNTY, AND /OR OTHER APPROPRIA TE AGENCIES L WASHERS (j /,O- X 2 -1 2 MIN. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL INJTTAL f PLAN TO THE DISTRICT ENGINEER SHOWM TH D / NG E DESIGN OF SHORING BRACING SLOPING, 3. FLOGARD PLUS FJL TER INSERTS ARE DESIGNED WITH TWO G FJLTFRING FRONT ' ' OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM Pe HAZARD M nr% A nn ni i in __ W __ )� ANTI -SCOUR FEALURES THE INITIAL FILTFRING BYPASS HELPS VICINITY MAP NIS CATCH BASIN WALL 4303 IL 3 flv ' i ri F � ' RETAIN FLOA TABLES 1 AND LARGER DURING LOW TO OF CA WNG GROUND DURING TRENCH EXCA VA 77ON AND PIPE INSTALLA 77ON THEREIN. THIS --� ) PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE tij MODERATE FLOC AND THE INTEGRAL DEBRIS TRAP ENERGY PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE 12" DISSIPA TOR FOR THE RETENTION OF FL OA TABLES AND CONSTRUCTION SAFETY ORDERS TITLE 8, CALIFORNIA ADMINISTRA RVE CODE THE PLAN COLLECTED SEDIMENTS DURING HIGH FLOW PERIODS. SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA tkAVA77ON PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION jh 1W , SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICA TONS AND THE LWD STANDARD SPEC. SEWER LENG7HSNS a� RE FROM INVERT OF TION INSIDE BOTTOM OF OF ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE LE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BOIL T DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT LENGTH OF OPEN TRENCH SHALL B LATERALS UNLESS OTHERWISE APPROVED N WRI77NG BY T HE DIS�N T COLLECTORS TRENCH SHALL AND BE BACKkLED OR PL TED A T THE CONCLUSION OF EACH DA Y OF WORK. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTA TION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STA TE LAW. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES SEPARA 77ON OF SEWER / WA TER AND SEWER / RELCAIMED WA TER SHALL COMPL Y WIN N LWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH 1H DEPT REGULATIONS CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. ALL SERVICE LA TERALS SHALL BE LOCATED AT RIGHT G ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LA TERAL LOCATION BY THE CONTRACTOR. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LA TERAL. THE WRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PA VINE THE TAG OVER THE CUSTOMER END OF THE LA TFRAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED A T THE POINT OF CONNEC770N. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COA TING. THE PIPE SHALL BE CAREFULLY BEDDED TO PRO VIDE CON 77NUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTA TION AT ALL TIMES OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS WATER JET77NG SHALL NOT BE ALLOWED. ALL LA TERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEP770N. CONCRETE TESTING BY L WD WALL BE A T CONTRACTOR EXPENSE MANHOLE BASES SHALL BE MONOLITHICALL Y PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC. OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNEC770N. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WTH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, ,AND RING SHALL HAVE, A 2" BY 2 BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. ALL SEWERS AND LATERALS SHALL BE WA YNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED A T THE APPLICANT CONTRACTORS EXPENSE PRIOR TO CONSIDERA TION FOR FINAL ACCEPTANCE BY LWD. SIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE.- 1- 800 - 422 -4133 PRIVa7E Roao CEenFlCanav I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SA7)SfIES THE REQUIREMENTS AS StA1ED IN THE FINAL NOTICE OF APPROVAL FOR TM 99 -150 AND THE STANDARDS FOR PRIVATE STREETS B 6 - 2, /0-/.?- 0 a REVIEWED FOR CONFORMANCE WITH PRIMATE STREETS STANDARDS` CITY ENGR. RCE DA 1E oMER cEenFlCnno,V I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF 1HE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY ON 77L COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OIHfR WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CON IROL. LEGEND STANDARD SUBDIVISION BOUNDARY PROPERTY LINE D 7 c4 ut �•- co �' o RIGHT -OF -WAY D EASEMENT LINE Z N � a EXISTING CONTOUR A% Z 0 +ss TL EXISTING ELEVATION W �„ -- NEW CONTOUR bf _ c� ,uj jj_ v W NEW ELEVATION NEW SLOPE 2.1 MAX. ' 4c4 s Z t-° DAYLIGHT f SAWCUT LINE � DIRECTION OF FLOW � < t, EARTH BLADED SWALE CONCRETE CROSS GUTTER SDRSD G -12 PCC DRIVEWAY SDRSD G -14 ASPHAL T CONCRETE PA VEMENT PER PLAN SWOL . QUAN77TY ado' 2 Z TYPE 'G' CURB & GUTTER SDRSD G -2 SHRINKAGE OR REMEDIAL GRADING. SPACE ENTRY. 2" BLOW -OFF SOW) P -4 ASPHALT CONCRETE BERM SDRSD G -5, TYPE 'A' APPROVED STREET NAME SIGN SDRSD GS -13 DATE TRENCH RESURFACING CITY OF ENCINITAS STANDARD DRA WING > 6" PRI VA TE PVC STORM DRAIN SOR 35 MIN. - - - - - - - - HDPE BLUE SEAL DRAWING N0. 12" PRI VATESTORM DRAIN PIPE SDRSD D -60, - - - - - - - - NDPE BLUE SEAL COUNTY OF SAN DIEGO 1CONTRQL MONUMENT IR1796 26 -52 BC, " A STANDA�D SAN DIEGO COUNTY CENTERLINE MONUMENTLOCATFD ON CL LA COSTA AVENUE AT STA. 26 +5.10. EL. = 72.451 DA, MSL 15" PRI VA TES• STORM DRAIN PIPE SDRSD D -60, - - - - - - - - PRIVATE CURB INLET SDRSD D -2 MODIFIED TYPE 'B-l' 789J.1 CONCRETE HEADWALL SDRSD D -30, TYPE 'A' _ RIP -RAP ENERGY DISSIPA TOR SDRSD D -40, TYPE 2 Q INFIL IRA TION CHAMBER 'STORMCHAMBER',-$.6, ►,1 3Y HYDROL-041C_56L Tlo OKAPPROVXD CCUUAL SEWER MAIN SDRSD S -4, TYPE 'B' S SEWER MANHOLE SDRSD S -17, L WD S -3 SMH S SEWER CLEANOUT S -3, L WD S -8 S SJ 4" SEWER LA T ERAL SDRSD S -13, LWD S -17 S---o 1209 S F. 480 S F. 10, 214 S F 176 L. F. 709 L.F 1 EA. 43 L.F. 45 L. F. 25 L. F 41 L. F 2 EA. 1 EA. 6 C. Y 4 EA. 335 L.F 5 EA. 6 EA. 5 EA. d 4. FILTER ASSEMBLY SHALL BE CONSTRUCTED FROM STAINLESS B'bQE e�'®°M€N•�, -ING. OMER'. 6UN0 PE DIAA PVC WATER MAIN C -900, CL -150 W 294 L.F. STEEL TYPE 304). ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES Zaolo pQSE01%EL ftRC0 5. FIL R LINER SHALL BE CONSTRUCTED FROM DURABLE SS SUPPORT CONTRACTOR SHALL DEWA TER AND MAINTAIN DEWA TERING CONTINUOUSLY UNTIL THE BASKET POLYPROPYLENE, WOVEN, MONOFILAMENT GEOTEXT/LE. WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS M171VO, CA 9202r2 6. FILTER LINER SHALL NOT ALLOW FOR THE RETENTION OF IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO 4" PVC WATER MAIN c- 900, CL -150 DEBRIS TRAP WA TER BETWEEN STORM EVENTS BE WET IN THE FUTURE SHALL BE ENCASED IN GE07EX77LE MA 7ERIAL. SUITABLE ASSESSOR'S PARCEL NO.: 254 - 144 -02 & 254 - 163 -30 W 15 L.F. GE07EX 77LE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW (116 GA. SS) 7. FLOGARD PLUS F/L TER INSERTS ARE SUPPLIED WITH AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWA TERING PERMITS AS NECESSARY AND CLIP -IN FJL TER MEDIUM POUCHES FOSSIL ROCK FOR THE RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. LEGAL DESOW 77ON PORTION OF NW 114 NE 1A SEC 4, SIDE 8 GATE VALVE PER SO W9 SPEC 9.04 W 2 EA. COLLECTION AND RETENTION OF PE ROLEUM H ROCARBONS T13s, Row, SBM, AND PORTION of LoTS2, 33 AND 35, THE EXISTENCE AND LOCA 77ON OF UNDERGROUND UTILI TIES SHOW+W�V ON THESE PLANS MAP NO. 2019 (OIL AND GREASE). WAS OB TAINED BY A VAILABLE RECORDS SEARCH BY THE PRI VA IF ENGINEER. TO THE E S 3"Q/ LO U 0 " 8 INSTALLED FIL TER INSERTS SHALL BE MAINTAINED IN Q d BEST OF THE PRI VA TE ENGINEERS KNOWLEDGE THERE ARE NO EXISTING UTILI TIES ASSESSORS PARCEL NUMBER 254 - 144 -02 & L '� ,? ACCORDANCE W TH THE MANUFACTURERS RECOMMENDA ]TONS _ _ �� L. S l FIRE DOMESTIC WATER SERVICE S0 WD P 2A W 5 EA. EXCEPT THOSE SHOWN ON THESE PLANS ATlN77ON IS CALLED TO THE POSSIBLE 254 161 30 G� '� ' 9. FILTER MEDIUM SHALL BE FOSSIL ROCK INSTALLED AND EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN OR IN A DIFFERENT e C MAINTAINED IN ACCORDANCE NTH MANUFACTURERS LOCH 77ON FROM THAT SHOWN ON THE PLANS THE CONTRkTOR SHALL TAKE DUE v, O Z PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ON�VVERj�ERMITTEE DBR DEVELOPMENT, INC. -- z v�, RECOMMENDA ]TONS. A TIN. DENNIS BOBBINS 0 No. 44173 m C1C OTHER EXISTING FACIL177ES OR STRUCTURES NOT SHOWN. m FIRE HYDRANT ASSEMBLY SDWD P -1 {- -W 2 EA. W W Q ° P.O. BOX 849 Exp. 6 -30 -05 w APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE BONSALL, CA 92003 * z o ACCURACY OF THE LOCAT70N OF, OR THE EXISTENCE OR NON - EXISTENCE OF ANY 760 -803 -2505 t, w W POST CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S AS SHOWN ON LEUCADIA WASTEWATER DISTRICT UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. Q. 2 MANUAL AIR RELEASE SDWD P -10 1 EA. o GRADING PLAN G -7893 AND IMPROVEMENT PLAN 1 -T893 NAVE BEEN DESIGNED EARTH K OUAN7771ES ��' CIVIL � �' AND PROVIDED BY T RY R. WALKER ENGINEERING, INC. S BVt�T APPROVAL CONTRRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 800 422 -4133 AS CUT.• 2230 CY �� W ° 033693. REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO FILL: 1130 CY ®P CA�'� Q o a �, s TENCH /NG. EXPORT 1100 CY 1 MANUAL AIR RELEASE SDWD P 10 vo '4 00 /4 ��� ,�` -- �E MR, VVW.soN PE RG� ©A1'E 1 EA. Q- _ TOR YrR. WALKER RCE DATE m 2559 VISTA DE PALOMAR I U CONTRACTOR IS RESPONSIBLE FOR COMPLYING WN/TH ALL LOCAL, STATE, AND FEDERAL NOTE.• QUANTITIES DO NOT INCLUDE SOIL BULKING, w T �/ SAFETY REGULATIONS INCLUDING BUT NOT LIMITED TO TRENCH SAFETY AND CONFINED 0 FALLBROOK, CA 92028 (760) 451 -9561 BY. „ DATE SIGNA 1 URE EXPIRES 2 YEARS FROM DA TE SIGNED SHRINKAGE OR REMEDIAL GRADING. SPACE ENTRY. 2" BLOW -OFF SOW) P -4 1 EA. REV�s�orvs APPROVED DATE REFERENCES DATE BENCHMARK SAN DIEGUITO WATER DISTRICT > o DRAWJV BY WR � CHECK BY VLS APPROVALS CITY CAF EN CI N !TAS ENGINEERING DEPARTMENT DRAWING N0. -ID PRIVAM �sratH a�aN- 4.2 2• ©5 vk 1209 S F. 480 S F. 10, 214 S F 176 L. F. 709 L.F 1 EA. 43 L.F. 45 L. F. 25 L. F 41 L. F 2 EA. 1 EA. 6 C. Y 4 EA. 335 L.F 5 EA. 6 EA. 5 EA. d 4. FILTER ASSEMBLY SHALL BE CONSTRUCTED FROM STAINLESS B'bQE e�'®°M€N•�, -ING. OMER'. 6UN0 PE DIAA PVC WATER MAIN C -900, CL -150 W 294 L.F. STEEL TYPE 304). ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES Zaolo pQSE01%EL ftRC0 5. FIL R LINER SHALL BE CONSTRUCTED FROM DURABLE SS SUPPORT CONTRACTOR SHALL DEWA TER AND MAINTAIN DEWA TERING CONTINUOUSLY UNTIL THE BASKET POLYPROPYLENE, WOVEN, MONOFILAMENT GEOTEXT/LE. WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS M171VO, CA 9202r2 6. FILTER LINER SHALL NOT ALLOW FOR THE RETENTION OF IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO 4" PVC WATER MAIN c- 900, CL -150 DEBRIS TRAP WA TER BETWEEN STORM EVENTS BE WET IN THE FUTURE SHALL BE ENCASED IN GE07EX77LE MA 7ERIAL. SUITABLE ASSESSOR'S PARCEL NO.: 254 - 144 -02 & 254 - 163 -30 W 15 L.F. GE07EX 77LE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW (116 GA. SS) 7. FLOGARD PLUS F/L TER INSERTS ARE SUPPLIED WITH AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWA TERING PERMITS AS NECESSARY AND CLIP -IN FJL TER MEDIUM POUCHES FOSSIL ROCK FOR THE RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. LEGAL DESOW 77ON PORTION OF NW 114 NE 1A SEC 4, SIDE 8 GATE VALVE PER SO W9 SPEC 9.04 W 2 EA. COLLECTION AND RETENTION OF PE ROLEUM H ROCARBONS T13s, Row, SBM, AND PORTION of LoTS2, 33 AND 35, THE EXISTENCE AND LOCA 77ON OF UNDERGROUND UTILI TIES SHOW+W�V ON THESE PLANS MAP NO. 2019 (OIL AND GREASE). WAS OB TAINED BY A VAILABLE RECORDS SEARCH BY THE PRI VA IF ENGINEER. TO THE E S 3"Q/ LO U 0 " 8 INSTALLED FIL TER INSERTS SHALL BE MAINTAINED IN Q d BEST OF THE PRI VA TE ENGINEERS KNOWLEDGE THERE ARE NO EXISTING UTILI TIES ASSESSORS PARCEL NUMBER 254 - 144 -02 & L '� ,? ACCORDANCE W TH THE MANUFACTURERS RECOMMENDA ]TONS _ _ �� L. S l FIRE DOMESTIC WATER SERVICE S0 WD P 2A W 5 EA. EXCEPT THOSE SHOWN ON THESE PLANS ATlN77ON IS CALLED TO THE POSSIBLE 254 161 30 G� '� ' 9. FILTER MEDIUM SHALL BE FOSSIL ROCK INSTALLED AND EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN OR IN A DIFFERENT e C MAINTAINED IN ACCORDANCE NTH MANUFACTURERS LOCH 77ON FROM THAT SHOWN ON THE PLANS THE CONTRkTOR SHALL TAKE DUE v, O Z PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ON�VVERj�ERMITTEE DBR DEVELOPMENT, INC. -- z v�, RECOMMENDA ]TONS. A TIN. DENNIS BOBBINS 0 No. 44173 m C1C OTHER EXISTING FACIL177ES OR STRUCTURES NOT SHOWN. m FIRE HYDRANT ASSEMBLY SDWD P -1 {- -W 2 EA. W W Q ° P.O. BOX 849 Exp. 6 -30 -05 w APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE BONSALL, CA 92003 * z o ACCURACY OF THE LOCAT70N OF, OR THE EXISTENCE OR NON - EXISTENCE OF ANY 760 -803 -2505 t, w W POST CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S AS SHOWN ON LEUCADIA WASTEWATER DISTRICT UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. Q. 2 MANUAL AIR RELEASE SDWD P -10 1 EA. o GRADING PLAN G -7893 AND IMPROVEMENT PLAN 1 -T893 NAVE BEEN DESIGNED EARTH K OUAN7771ES ��' CIVIL � �' AND PROVIDED BY T RY R. WALKER ENGINEERING, INC. S BVt�T APPROVAL CONTRRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 800 422 -4133 AS CUT.• 2230 CY �� W ° 033693. REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO FILL: 1130 CY ®P CA�'� Q o a �, s TENCH /NG. EXPORT 1100 CY 1 MANUAL AIR RELEASE SDWD P 10 vo '4 00 /4 ��� ,�` -- �E MR, VVW.soN PE RG� ©A1'E 1 EA. Q- _ TOR YrR. WALKER RCE DATE m 2559 VISTA DE PALOMAR I U CONTRACTOR IS RESPONSIBLE FOR COMPLYING WN/TH ALL LOCAL, STATE, AND FEDERAL NOTE.• QUANTITIES DO NOT INCLUDE SOIL BULKING, w T �/ SAFETY REGULATIONS INCLUDING BUT NOT LIMITED TO TRENCH SAFETY AND CONFINED 0 FALLBROOK, CA 92028 (760) 451 -9561 BY. „ DATE SIGNA 1 URE EXPIRES 2 YEARS FROM DA TE SIGNED SHRINKAGE OR REMEDIAL GRADING. SPACE ENTRY. 2" BLOW -OFF SOW) P -4 1 EA. REV�s�orvs APPROVED DATE REFERENCES DATE BENCHMARK SAN DIEGUITO WATER DISTRICT PLANNING 8� BUILDING DESIGN BY ILLS DRAWJV BY WR � CHECK BY VLS APPROVALS CITY CAF EN CI N !TAS ENGINEERING DEPARTMENT DRAWING N0. -ID PRIVAM �sratH a�aN- 4.2 2• ©5 Z O� COUNTY OF SAN DIEGO 1CONTRQL MONUMENT IR1796 26 -52 BC, " A STANDA�D SAN DIEGO COUNTY CENTERLINE MONUMENTLOCATFD ON CL LA COSTA AVENUE AT STA. 26 +5.10. EL. = 72.451 DA, MSL , . p �� �� d BY' i 3 SIGNATURE DATE PLANS PREPARED UNDER SUPERVISION OF DATE /v �3- 03 �/ R.C.E. N0. ; 44173 VINCENT L. SAMPO EXP. 6 05 ENGINEER OF WORK RECOMMENDED APPROVED BY: BY: DATE : DATE : IMPROVEMENT PLAN FOR LEUCADIA HILLS (TM/CDP/EIA 99 -150 PORTION OF NW 114, NE 114, SEC 4, T13S, ROW, SBM, AND PORTION OF LOTS 32, 33 AND 35, MAP NO. 2019 789J.1 2 ,�55UMC�TtDI� OF i�E�PDNStP>LE cNQ 01-11-20(b t2d C9AMGE OW NEB DALE SHEET 1 OF 2 AS • BUILT S tt - .t`� Z Ij I ao 40 7 VC I _ I I A cn I NOTE I I I TOP OF BERM - CL ELEVA Tl0 + 0.25 v ( I U i= U UNLESS OTHERI SE NOTE. z oQ I I z z _ o Q U a i r•u � I 00 � I h I W N , I � ( A W - Lu O I o_ , 1 PW 14322 0 4+ 0 Kw �q to I W�.,� •� o U U cIN N L �m �• U A A � W U A _O � r r.... Q ' v A� U .,LAJ,� Q t1. , I A N h � cp rte, 4 I �.a, ` W ..,i •3 q I I � ' N . I W A O z U ter- + 40 VC � I _.,..,. + + �, o L N 2% 2% l W � 24.50... 1 2 PVT RCP r PW 139.72 0 3 +70 _ BTM 12 RCP 107 90 � -., v STORM DRAIN � �� , � X ING U U U _ h RIP RAP U 0 U � 2 N 1 � 41 15 PVT U A P W N o , � ; r P PLAN ._ f W ao O cn p �r- - 1 MlN.CLR STORM O MD to W DRAIN N N 1 ( N N i N �.. 0.5 JIN. I o U d. L4j o, I TDP 8 WATER � , 10733 XING m 5 I I �,,.. a Ns p 0 TOP OF �- ''` co" n llroz W W � .. _ � �-t Q PVl` a;; 47.41' A - 3 15. BO RADIUS LENGTH 47.65' I � U a. N � I I U o � ah I I 4a A 114 Q A v v 270.63' I A IU - N O J J- f 0 .5 - - - - -- i 0 TOP OF CURB qc 110 NOR OLERL Y CURB R ETUR 11.13' 6" TYPE 'A' AC BERM PER G -5 , PROFILE SCALE . N28 °35'40 "W 112 6'0 z 1-"=20 I []6 VERT : 1`4' 30' 1 PW 14322 0 4+ 0 Kw �q to I W�.,� •� o U U cIN N L �m �• U A A � W U A _O � r r.... Q ' v A� U .,LAJ,� Q t1. , I A N h � cp rte, 4 I �.a, ` W ..,i •3 q I I � ' N . I W A O z U ter- + 40 VC � I _.,..,. + + �, o L N 2% 2% l W � 24.50... 1 2 PVT RCP r PW 139.72 0 3 +70 _ BTM 12 RCP 107 90 � -., v STORM DRAIN � �� , � X ING U U U _ h RIP RAP U 0 U � 2 N 1 � 41 15 PVT U A P W N o , � ; r P PLAN ._ f W ao O cn p �r- - 1 MlN.CLR STORM O MD to W DRAIN N N 1 ( N N i N �.. 0.5 JIN. I o U d. L4j o, I TDP 8 WATER � , 10733 XING m 5 I I �,,.. a Ns p 0 TOP OF �- ''` co" n llroz W W � .. _ � �-t Q PVl` a;; J O A W A W v � Q eL Q �r.._ U � Z-1 v o + EXISTING GRADE 0 CL ao o I 1A - NEW GRADE 0 CL AC PVM'T CHRISTINE PLAUE !1 v INE I E � I I I A PROFLE n � n SCALE HORIZ t - _ 20 V.1 06 f 2 oc J+00 4+00 5 oa VERT 1 _ 8 � 2 00 � CEN TERLINE DA TA TABLE NOTL�� CONTRACTOR TO POTHOLE EXISTING o j _. . n+��r�,�,►E+��nrer�nc�®,gurrc�n� RETAINING WALL BROW DITCH & PRIVATE Q Bowe . A TV - t21E�p t� l �tA tq WATER MAIN A T P.O. C. PRIOR TO CONS TRUCl10N rr CATCH BASIN PAR GRADING PLAN 7893 -G 01 OF SEWER, STORM DRAIN &WATER TO VERIFY - ,, goo E . We sty t n�4vn Ave Sur a Zoo A<2 O '7 t7 2�{ F�� �. uEt �^( aLI NI E '` �, � q `� , N0TES:' EXISTING ELEVA TION OF PIPE. THE ENGINEER OF '-� " w 5 er3wnd i,4 CAS 92025' 12.��apDN�1t�L� GLId,42C�E FOt2 E�tCaOU r� � � m WORK AND SDWD SHALL BE NOTIFIED OF ANY ? ,�; 0 7�d• ?41.3570 CW/ NG OF Tt� l5 13tZAWi C . cc 81699 DISCREPANCIES WITH THESE PLANS PRIOR TO M A 5 5 0 N f 70-141-17846 1. SEE GRADING PLAN NO. 7893 -G FOR W W ° r ",`� c� Assoc qt es Inc. www. auxsson - uoc . coin �x , * * GRADING AND EROSION CONTROL MEASURES COMMENCEMENT OF ALL WORK. , � o � ° � 0• a0� � ��,A `��'O � I W -.4 ° v \�' �, . '�' Fro lZ013 T b AMAV O U E 814 Cyr. 4/41/w r oe ,,. r cL 2 o , �,� 6' V. l OF G�`t 2 SEWER LA TERALS BEYOND THE PRIVA TE W w �,, cW�, o �, �,,� $ . ��, c�•� 4` ;o, �S' q p ROAD EASEMENT ARE THE RESPOIVSIBIUTY of °.. ' 0 LOT 'Po yr THE PROPERTY OWNER 0+80.49 CHRISTINE PLACE - LINE 'A'= .,, W o U U 1 2 o!yy •gip ,P `� 0 +93.07 PIRAEUS STREET. CONNECT TO �, z p �'S �,, >> F' s.1, q0 EXIST. 8" ACP .WATER MAIN. INSTALL 8"x8,. -� �'� 4 c� ' S� '° 'cp,, - 0 OC, `SO/i' L_ 3 " n U ± W o o .: �'t , , 0 Q© a� y �s'c, `rFr `d, ! s, �!> C` Q FL. TEE, (2 8 FLxTYTON GV'S, 1 2 MAR, Q w - • �c rz c, ± �� ►� P 5 �' Q� F` c, q,1, c` j c`, Q� " t ) �) O +tl N p (1) 2 B.O., & (2) AC x PVC ADAPTERS WITH v / It- ± + , S�G�� y0�/ RESTRAINTS AND THRUST BLOCK, ALL PER "; Q 0� • :.� / ��� 5� `? X51 � • , SDWD STANDARDS LOCA TE THE BLOWOFF Qp �'t R OUTSIDE THE 77?AVEL WAY. CONTRACTOR TO _ x`� VERIFY THE LOCH TION & ELEVA TION OF EXIST. WATER MAIN. SEE NOTE ABOVE. h' t+ LOT 1 TRENCH RESURFACING 'F PER CITY STANDARD DRAWING. { . , / "llo" 0 +57.42 PIRAEUS STREET �, W r PCR TC 111.07 0`y ' .. \ �0• �°� Q` � OTC V► `� d � c� �''' A HEAVY BROOM FINISH PERPENDICULAR x �• Q�`' �- v Q TO THE DIRECTION OF TRA VEL REQUIRED , \ ALONG THE ENTIRE LENGTH AND WIDTH OF THE CONCRETE CROSS- GUTTER TO THE ���'' Q �fl ; W w o SATISFACTION OF THE CITY ENGINEER h1 ►� h� 7� ' � c may, 3O' WIDE SEWER EASEMENT TO os`' �! .oly� LEUCADIA WASTEWATER DISTRICT OFAq c� hpA lSjFti� REC. 8/18/03. AS DOG. ND. 2003 0999343 � o 30 WIDE EASEMENT FOR WATER c� / ` S h k PIPELINE PURPOSES TO SAN DIEGU /TD �' '" ey / I x �• �X �s ` WATER DISTRICT PER FINAL MAP FOR a, 3 • EST. ONE SCALE . 1--_ 20 TM 99-150 0- /% s' t CO 0 Z N c� `offc�`` _ .a PE 1 +15.66 CL CROSS GUTTER O 10 20 40 PROPOSED 5 WIDE oo, AN PER SDRSD G -12 GENERAL U71LITY o � � -o � G� r� EASEMENT AND �, r. x�, J. /� FL 1 . x . 41.60 EASEMENT TO �` --►► '•`�,6' A f_ ;� �� LOW PT LOT 4 SDG &E FOR o� v �o �, y�,� t �. 1 +32.49 PCR U UNDERGROUND GAS % � O � -�,. � TC 14218 (� , o AND ELECTRIC b • S �j ,p ct, U z FL 14L68 1 +43 INSTALL 'NO PARKING' SIGN PER �f 4 45 y1 �,, U7ILJ77ES o 20' W '` �-- o ` �' \ CITY OF ENCINI TAS FIRE DEPARTMENT \� e \2k Q N o, .4;..,'.�:�. 141.10 � y "0' FL DUT \\ STANDARDS 30 WIDE PR/ VA 1F ROAD m 116.96 h �. / EASEMENT Q f z \ ,c i \\ EASEMENT PER FINAL MAP FOR L�TY EA 1 i "� `1• r W j -r o // - AL UT� ROONO o� �. = A e , `,�._ _ TM 99 150 pE GENER _ \ FL 91 � � � FOR UNpERG (4) 'S TORMCHA MBER' / 5 INFRL7RA77ON UNITS. PRI VATS STOgM W A774R o W W c1, NAlNTEA/AIVG E ,44 X rEAjE v x''`16' 3 ---; 10' �-S Z2 3 z W �� N x �• , "' PLACE - 3 P, 1Z LbC• N0. 2003 -.1 x S -7627 z c,, r �' W 0 O 1--- RC-C. /2/q/03 5 / �" c 30' WIDE PRIVA TF ROAD RIP -RAP ENERGY DISSIPA TOR PER D -40, #54 EASEMENT PER FINAL cv Q / "- 7M'99-150 - TYPE 2. USE N0. 2 BACKING, 12" THICK MAP FOR �, Q � o � ,Y, *- r U " z, r N o 30 WIDE SEWER EASEMENT TO �. OVER 12 DG FILTER BLANKET EXTEND + N z LEUCADIA WASTEWATER RIP RAP TO PROPERTY LINE. ± W W v c D3 AS / D /STRICT REC. 8 18 / LEUCADIA WASTEWATER DISTRICT Q Q 4 r END PVT STORM DRAIN & CONSTRUCT C C. DOC NO. 2003 - 0999343 HEADWALL PER SDRSD D -3O, TYPE 'A' A Q LOT r L VCAPIA WASTEWATER DISTRICT IE 1OZ27 (OUT) 1 i "' o ° N •- SIGNA RE DA W AS BV1LT APPROVAL. � N o (OPEN SPACE EASEMENT) STEPHEN L DEERING n, m � i �� M, N m DISTRICT ENGINEER C33f8 RCE 26514 E)P. 3 -31 -04 pEXTEt S. WltLttW, M: RCS DA-M w v 0 1 1 PARNOD OSE E NTO SOO U�� IFS EAS M n° U.1 GAS AND ELECTRIC � , y0 �� om �' 0 ' or IN. C44 z ± 16' Q� `i. T . n 5 �r r� L2 o 7+91 INSTALL , NO PARKING V • FL 143.1 W Q vo SIGN PER tl T Y OF ENCINI TAS \ `:L "' cti. = �- FIRE DEPAR7MENT STANDARDS cod` � co aa CL Q_ ac 2 +18_60 END AC BERM �x v TB 144.16 LOT 4 (OPEN SPACE EASEMENT ) ,A 24t V ......E,B p ES- 5d G' ,�� Boa eo 10 f AQRO p 8PG R S cu LOT 5 No. DEL TA BEARING RADIUS LENGTH 47.65' I - d/3= 15.88' 0 103 °22'28» 150.00' 270.63' Vy N28 °35'40 "W - N O d' No N81- 06'30 "E • lr.. A 120.70' ❑4 N28 °35'40 "W ti 11.13' 6" TYPE 'A' AC BERM PER G -5 , 0 N28 °35'40 "W 112 6'0 I TOP OF CURB (11. 5%) I []6 70 °17'49" 30' 11SOUTHER Y CUR B RETURN - I . �'R�►�7LE -- ; 90.31' 6" TYPE 'A' AC BERM PER G -5 HORIZ : 1"=20 N81716'30 "E - VERT : l-4' 6" TYPE 'A' AC BERM PER G -5 J O A W A W v � Q eL Q �r.._ U � Z-1 v o + EXISTING GRADE 0 CL ao o I 1A - NEW GRADE 0 CL AC PVM'T CHRISTINE PLAUE !1 v INE I E � I I I A PROFLE n � n SCALE HORIZ t - _ 20 V.1 06 f 2 oc J+00 4+00 5 oa VERT 1 _ 8 � 2 00 � CEN TERLINE DA TA TABLE NOTL�� CONTRACTOR TO POTHOLE EXISTING o j _. . n+��r�,�,►E+��nrer�nc�®,gurrc�n� RETAINING WALL BROW DITCH & PRIVATE Q Bowe . A TV - t21E�p t� l �tA tq WATER MAIN A T P.O. C. PRIOR TO CONS TRUCl10N rr CATCH BASIN PAR GRADING PLAN 7893 -G 01 OF SEWER, STORM DRAIN &WATER TO VERIFY - ,, goo E . We sty t n�4vn Ave Sur a Zoo A<2 O '7 t7 2�{ F�� �. uEt �^( aLI NI E '` �, � q `� , N0TES:' EXISTING ELEVA TION OF PIPE. THE ENGINEER OF '-� " w 5 er3wnd i,4 CAS 92025' 12.��apDN�1t�L� GLId,42C�E FOt2 E�tCaOU r� � � m WORK AND SDWD SHALL BE NOTIFIED OF ANY ? ,�; 0 7�d• ?41.3570 CW/ NG OF Tt� l5 13tZAWi C . cc 81699 DISCREPANCIES WITH THESE PLANS PRIOR TO M A 5 5 0 N f 70-141-17846 1. SEE GRADING PLAN NO. 7893 -G FOR W W ° r ",`� c� Assoc qt es Inc. www. auxsson - uoc . coin �x , * * GRADING AND EROSION CONTROL MEASURES COMMENCEMENT OF ALL WORK. , � o � ° � 0• a0� � ��,A `��'O � I W -.4 ° v \�' �, . '�' Fro lZ013 T b AMAV O U E 814 Cyr. 4/41/w r oe ,,. r cL 2 o , �,� 6' V. l OF G�`t 2 SEWER LA TERALS BEYOND THE PRIVA TE W w �,, cW�, o �, �,,� $ . ��, c�•� 4` ;o, �S' q p ROAD EASEMENT ARE THE RESPOIVSIBIUTY of °.. ' 0 LOT 'Po yr THE PROPERTY OWNER 0+80.49 CHRISTINE PLACE - LINE 'A'= .,, W o U U 1 2 o!yy •gip ,P `� 0 +93.07 PIRAEUS STREET. CONNECT TO �, z p �'S �,, >> F' s.1, q0 EXIST. 8" ACP .WATER MAIN. INSTALL 8"x8,. -� �'� 4 c� ' S� '° 'cp,, - 0 OC, `SO/i' L_ 3 " n U ± W o o .: �'t , , 0 Q© a� y �s'c, `rFr `d, ! s, �!> C` Q FL. TEE, (2 8 FLxTYTON GV'S, 1 2 MAR, Q w - • �c rz c, ± �� ►� P 5 �' Q� F` c, q,1, c` j c`, Q� " t ) �) O +tl N p (1) 2 B.O., & (2) AC x PVC ADAPTERS WITH v / It- ± + , S�G�� y0�/ RESTRAINTS AND THRUST BLOCK, ALL PER "; Q 0� • :.� / ��� 5� `? X51 � • , SDWD STANDARDS LOCA TE THE BLOWOFF Qp �'t R OUTSIDE THE 77?AVEL WAY. CONTRACTOR TO _ x`� VERIFY THE LOCH TION & ELEVA TION OF EXIST. WATER MAIN. SEE NOTE ABOVE. h' t+ LOT 1 TRENCH RESURFACING 'F PER CITY STANDARD DRAWING. { . , / "llo" 0 +57.42 PIRAEUS STREET �, W r PCR TC 111.07 0`y ' .. \ �0• �°� Q` � OTC V► `� d � c� �''' A HEAVY BROOM FINISH PERPENDICULAR x �• Q�`' �- v Q TO THE DIRECTION OF TRA VEL REQUIRED , \ ALONG THE ENTIRE LENGTH AND WIDTH OF THE CONCRETE CROSS- GUTTER TO THE ���'' Q �fl ; W w o SATISFACTION OF THE CITY ENGINEER h1 ►� h� 7� ' � c may, 3O' WIDE SEWER EASEMENT TO os`' �! .oly� LEUCADIA WASTEWATER DISTRICT OFAq c� hpA lSjFti� REC. 8/18/03. AS DOG. ND. 2003 0999343 � o 30 WIDE EASEMENT FOR WATER c� / ` S h k PIPELINE PURPOSES TO SAN DIEGU /TD �' '" ey / I x �• �X �s ` WATER DISTRICT PER FINAL MAP FOR a, 3 • EST. ONE SCALE . 1--_ 20 TM 99-150 0- /% s' t CO 0 Z N c� `offc�`` _ .a PE 1 +15.66 CL CROSS GUTTER O 10 20 40 PROPOSED 5 WIDE oo, AN PER SDRSD G -12 GENERAL U71LITY o � � -o � G� r� EASEMENT AND �, r. x�, J. /� FL 1 . x . 41.60 EASEMENT TO �` --►► '•`�,6' A f_ ;� �� LOW PT LOT 4 SDG &E FOR o� v �o �, y�,� t �. 1 +32.49 PCR U UNDERGROUND GAS % � O � -�,. � TC 14218 (� , o AND ELECTRIC b • S �j ,p ct, U z FL 14L68 1 +43 INSTALL 'NO PARKING' SIGN PER �f 4 45 y1 �,, U7ILJ77ES o 20' W '` �-- o ` �' \ CITY OF ENCINI TAS FIRE DEPARTMENT \� e \2k Q N o, .4;..,'.�:�. 141.10 � y "0' FL DUT \\ STANDARDS 30 WIDE PR/ VA 1F ROAD m 116.96 h �. / EASEMENT Q f z \ ,c i \\ EASEMENT PER FINAL MAP FOR L�TY EA 1 i "� `1• r W j -r o // - AL UT� ROONO o� �. = A e , `,�._ _ TM 99 150 pE GENER _ \ FL 91 � � � FOR UNpERG (4) 'S TORMCHA MBER' / 5 INFRL7RA77ON UNITS. PRI VATS STOgM W A774R o W W c1, NAlNTEA/AIVG E ,44 X rEAjE v x''`16' 3 ---; 10' �-S Z2 3 z W �� N x �• , "' PLACE - 3 P, 1Z LbC• N0. 2003 -.1 x S -7627 z c,, r �' W 0 O 1--- RC-C. /2/q/03 5 / �" c 30' WIDE PRIVA TF ROAD RIP -RAP ENERGY DISSIPA TOR PER D -40, #54 EASEMENT PER FINAL cv Q / "- 7M'99-150 - TYPE 2. USE N0. 2 BACKING, 12" THICK MAP FOR �, Q � o � ,Y, *- r U " z, r N o 30 WIDE SEWER EASEMENT TO �. OVER 12 DG FILTER BLANKET EXTEND + N z LEUCADIA WASTEWATER RIP RAP TO PROPERTY LINE. ± W W v c D3 AS / D /STRICT REC. 8 18 / LEUCADIA WASTEWATER DISTRICT Q Q 4 r END PVT STORM DRAIN & CONSTRUCT C C. DOC NO. 2003 - 0999343 HEADWALL PER SDRSD D -3O, TYPE 'A' A Q LOT r L VCAPIA WASTEWATER DISTRICT IE 1OZ27 (OUT) 1 i "' o ° N •- SIGNA RE DA W AS BV1LT APPROVAL. � N o (OPEN SPACE EASEMENT) STEPHEN L DEERING n, m � i �� M, N m DISTRICT ENGINEER C33f8 RCE 26514 E)P. 3 -31 -04 pEXTEt S. WltLttW, M: RCS DA-M w v 0 1 1 PARNOD OSE E NTO SOO U�� IFS EAS M n° U.1 GAS AND ELECTRIC � , y0 �� om �' 0 ' or IN. C44 z ± 16' Q� `i. T . n 5 �r r� L2 o 7+91 INSTALL , NO PARKING V • FL 143.1 W Q vo SIGN PER tl T Y OF ENCINI TAS \ `:L "' cti. = �- FIRE DEPAR7MENT STANDARDS cod` � co aa CL Q_ ac 2 +18_60 END AC BERM �x v TB 144.16 LOT 4 (OPEN SPACE EASEMENT ) ,A 24t V ......E,B p ES- 5d G' ,�� Boa eo 10 f AQRO p 8PG R S cu LOT 5 No. DEL TA BEARING RADIUS LENGTH 1 N74 °46'48 "E - 70.94' 0 103 °22'28» 150.00' 270.63' Q N28 °35'40 "W - 11.13' Q N81- 06'30 "E - 120.70' CURB DATA TABLE ,m -� U No DEL TA BEARING RADIUS LENGTH REMARK ❑1 903256" 30' 4741 6" TYPE 'G' CURB & GUTTER PER G -2 n2 N74 °4648 "E - 25.84' 6" TYPE 'A' AC BERM PER G -5 8" PVC (SDR 35 MIN) 1032228" 138' 248.98' 6" TYPE 'A' AC BERM PER G -5 ❑4 N28 °35'40 "W - 11.13' 6" TYPE 'A' AC BERM PER G -5 , 0 N28 °35'40 "W - 11.13' 6" TYPE 'A' AC BERM PER G -5 []6 70 °17'49" 30' 36.81' 6" TYPE 'G' CURB & GUTTER PER G -2 ❑7 N81- 06'3D"E - 90.31' 6" TYPE 'A' AC BERM PER G -5 OS N81716'30 "E - 75.84' 6" TYPE 'A' AC BERM PER G -5 ❑9 847425" 30' 44.11' 6" TYPE 'G' CURB & GUTTER PER G -2 10 77 °5443" 162' 220.29' 6" TYPE 'A' AC BERM PER G -5 11 N74'4648HE - 25.62' 6" TYPE 'A' AC BERM PER G -5 12 91 '00103" 3D' 4765' 6" TYPE 'G' CURB & GUTTER PER G -2 SEWER DATA TABLE No. BEARING LENGTH REMARK 0 N74 °4648 "E 84.83' 8" PVC (SDR 35 MIN) N74 °4648"E N50 °0753»E 75.18' 8" PVC (SDR35 MIN) 0 N22 °2854 "E 67.87' 8" PVC (SDR 35 MIN) ® NO3'3247 "W 69.64' 8" PVC (SDR 35 MIN) 150 ) N24 °04'00"W 34.83' 1 8" PVC (SDR 35 M/N) WA TER DATA TABLE No. BEARING LENGTH REMARK 0 N15 °43'12"W 24.50' O N74 °4648"E 118.58' 8" PVC (C -900, „ HOPE 6t-� SEQIa 15 PVT. - CL 150 ) 02 N5000753 "E 79.82' 8" PVC (C -900, 33.68' CL 150 ) N43'2746 "W N222854 "E 72.65' 8" PVC (C -900, N63 °51'09 "W CL 150 ) < NO3 °3247 "W 23.00' 8" PVC (C -900, A %UMFTIOW OF CL 150 ) O NO3 °3247 "W 15.26' 4" PVC (C -900, CL 150 ) STORM DRAIN DA TA TABLE _ No. BEARING LENGTH EMA K 0 N15 °43'12"W 24.50' HOPE BLUE SEAL 12' PVT - �- 0 N2132 03 W 41.00 „ HOPE 6t-� SEQIa 15 PVT. - 03 N22'5842 "E 3.90' 6 ---r5 WRM N22'01'18"W 33.68' 6" PVT PVC SDR -35 05 N43'2746 "W 7.28' 6" PVT PVC S9R -35 0 N63 °51'09 "W 27.32' 6" PVT PVC SDR -35 w F E S S1 V No. 44173 Lu sr_ Exp:6 -30 -0 �F ClV 1k- OF CA�`C RE � ° Z , Q(0 C) o Z d° �-( cc z R W W <° Z o W WC) z �a w �(0 Z 0 ° -- U o U) m "a Q , .. U) 00 L to 3 REVISIONS APPROVED DATE REFERENCES DATE BENCH A MARK SCALE COMMUNITY DEVELOPMENT DEM BY MAN BY MCK BY APPROVALS CITY OF ENCINI TAS ENGINEERING DEPARTMENT DRAWING N0. VLS WRM VAS t STORM DRAW c .22.05 S Z 05 COUNTY OF SAN D EGO CONTROL MONUMENT "R1796 26 -52 BC, " A STANDARD SAN D/ GD COUNTY CENTERLINE MONUMENT LOCH TED ON CL LA COSTA VENUE A T STA. 26 +5210. r EL. = 72.451' € DATUM.• MSL HORIZONTAL : 1"=20' VERTICAL : 1 " =8' PLANS PREPARED UNDER SUPERVISION OF (% VINCENT L. SAMPO ENGINEER OF WORK DA : /o-/7-0.3 R.C.E. NO.: 44173 EXP. 6 05 RECOMMENDED APPROVED BY: BY : DATE . � n d DATE : 12 7 &4 , -T--�1 IMPROVEMENT PLAN FOR . LEUCADIA HILLS (TM/CDP/EIA 99-150) POR77ON OF NW 114, NE 114, SEC 4, T13S, R4W, SBM, AND PORTION OF LOTS 32, 33 AND 35, MAP NO. 2019 7 A %UMFTIOW OF rt i ypOwyl IZGE zv ZEMOVEh sT LIGUTS AS • t3U t L T •�•�' SIGNATURE DATE SHEET 2 OF 2 Z I� I i � ° Z , Q(0 C) o Z d° �-( cc z R W W <° Z o W WC) z �a w �(0 Z 0 ° -- U o U) m "a Q , .. U) 00 L to 3