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2013-11646 I (Plans)1 M P R 0 V E ME N T P L A N N 0 T E S: 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 26. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE NTH CITY OF ENCINITAS STANDARDS R VALUE TESTS SHALL BE REQUIRED PRIOR 10 CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOW DOES NOT CONSTITUTE APPROVAL OF ANY MSiRUC1701V OUiSTDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RICHT- OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUT7ER AND PAVING. 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOK[DGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOW ON THESE PLANS HOWEVER, THE CONTRAC70R IS REQUIRED TO TAKE ARECAUTIONARY MEASURES TO PR07ECT ANY EA7STNG FACILITY SHOW 6. LOCATION AND ELEVATION OF IMPROVEMENTS 70 BE MET BY WORK 70 BE DOVE SHALL BE CONFIRMED BY FIELD MEASUREMDV75 PRIOR 70 CONSTRUCTION OF NEW {W7RK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE £XNSTNG UNDERGROUND FACILITIES SUfFIC EN7LY AHEAD OF CONSTRUCTION TO PERMIT REW-70NS TO PLANS IF REVISIONS ARE NECESSARYBECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES 7. THE CONIRAC70R SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STR17NG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK IWTH COMPANY REPRESENTATIVES NOTICE ALL ELECTRICAL AND GAS .SERVICES WTHIN THIS PROJECT ARE 'UNDERGROUND INSTALLATIONS : FOR LOCATION O- ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DiEGO GAS & ELECTRIC COMPANY. TELEPHONE • (800) 422 -4133 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACIUDES AND SHALL COORDINATE HIS/HER WORK NTH COMPANY REPRESENTATIVES NOTICE.• ALL TELEPHONE SERVICES WITHIN THIS PROECT BOUNDARY ARE 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. TELEPHONE (800) 422 -4133 9. IT 91ALL BE THE RESPONSIBILITY OF THE DEVELOPER 10 CONTACT THE UTILITY AGENCIES ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS NF NEEDED 10. ALL TELEVISION SERVICES IWTHIN THIS PROECT ARE 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133. It POWER SOURCES AND RUNS SERNG STREET LIGHTS SHALL BE SHOW ON THE AS BUILT' IMPROVEMENT DRAWINGS ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WINN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS (USED FOR PUBLIC IMPROVEMENTS) 12. NO PAVNG SHALL BE DOVE UNTIL EXISTING POWER POLES ARE RLLOCATED OUTSIDE THE AREAS TO BE PA 0. 1,T PRIVATE ROAD IMPROVEMENTS SHOW HEREON ARE FOR INFORMATION ONLY. CITY OfWALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS (USED FOR PRIVATE HMPROVEMEN7S) 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREE CUTOFF AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (USED FOR PUBLIC IMPROVEMENTS) 15 THE CONTRACTOR SHALL REQUEST IRON THE ENGNEERING SfRWCES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEFTING. PHONE NUMBER FOR YOUR INSUEC7OR KILL BE STAMPED ON YOUR PERMIT. 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK RICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIWL ENGINEER OR A LICENSED LAND SURVEYOR 17 THE DEVELOPER SHALL MARK THE LOCATION OF EACH DNER LATERAL AND AA TER SERVICE BY CHISELING THE LETTERS 'S' AND 'W; RESPECTIVELY 1 INCHES HIGH IN70 THE FACE OF THE CURB. 18 THE ADDRESS OF EACH LOT SMALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOZ 19 ALL WORK SHALL BE DONE IN ACCORDANCE WIH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROW90NS 70 THE STANDARD SPECIFICATIONS FOR PUBLIC NORKS CONSTRUCTION ( (ADOPT, D BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRA KINGS (LATEST ALL WORK SHALL BE DONE iF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC NORKS CONSTRUCTION, LATEST EDITION), THE SAN DIEGO STANDARD TAIT D NONS FOR PUBLIC #VRKS (LATEST S E BY THE SAN DIEGO REGONALSNDARDSCOMMTTEE), THE SAN EGO REGIONAL STANDARD DAN ED EDITION) AND THE FOLLOWNG SPECIAL PROVISIONS L TRENCH WIDTH SHALL BE PER SORSD NO. 91-02 UNLESS OTHERWISE NOTED. 2 PIPE AND BEDDING CONDITIONS A ALL PIPE SMALL HAVE 4' M /N /MLN T 3/4' CRUSHED ROCK BENEATH THE PIPE (1 V.C.P. AND A.8 7RUSS PIPE BEDDING fA4 BOTTOM OF PIPE 70 12' MINIMUM ABOVE OLE PIPE SHALL BE SAND, GRAVEL USIHED AGGREGATE, NATIVE FREE GRAIN /TUG CX7ANDULAR MATERIAL HAVING A SAND EQUIVALENT 107 30 OR BETTER C P.V.C. RD A.B.S SOLID WALL PIPE BEDDING IRON BOTTOM OF PIPE ]D 12" MINIMUM ABOVE TINE PIPE SHALL 8 J14' SHED ROG( A.B.S SOJD WALL PIPE MAYBE USED ONLY WERE PIPE INVERT GRADES ARE iX 104 GNREATER. 3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE SEWER. SEWER SERVICE LA7ERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR Alk PRESSURE ]EST SHALL BE USED UNLESS 01HERN7 DIRECTED BY THE INSPECTOR. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD N0. 94-01. POURED IN PLACE MANHOLE BASES SHALL BE A MONO17HIC POUR RNRSHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS MiH IN9PEC7OR'S APPROVAL . THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SORSD NO'S SS -01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY MANHOLE. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SURD N0. SP -07. 7 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED NTH 42 -INCH MINIMUM COVER 8. THE RNAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOW ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR 70 ACCEPTANCE FOR PUBLIC USE. 10. FILL AREAS MUST BE COMPLA TED 70 90% PRIOR TO PIPE INSTALLATION iL THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIW90N 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT PHONE NO 760 -633 -2770 12 CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WHIN EXISTING CITY RIG IS -OF -WAY. 13. THE CCNIRAC70R SMALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE NORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK RICH MAY BE DISPLACED IN SO DONf�.THAT MAY PROVE DETECTIVE IN HURKMANSUP AND OR MATERIALS Of THIN THE ONE -YEAR PERIOD FROM DATE O- ACCEPTANCE M OUT EXPENSE WAISOM 70 7HE OVER, EXCEP''IING ORDINARY NEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT 14. CONTRACTOR SHALL fURNISH AND INSTALL, PER SPECIRCTON THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC 5ENER LINES AND PORTIONS OF SENERI TERAS LOCAED WTHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS 15. FOR SERER LATERAL TABLE, 5EE SHEET 3 16 'AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF 7HE WORK. 17 THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD 70 MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQiUIRED 70 DEDICATE ADDI7ONAL ACCESS EASEMENTS 70 MAINTAIN THE PUBLIC SEWERS 18 WASTEWATER DISCHARGE PERMI7S AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION 70 SYSTEM. 19. NEW SEWER MAINS LESS THAN 36' IN DIAME7ER SMALL BE INSPECTED BY CLOSED CIRCUIT 1ELEWSION AFTER COMPLETION OF TRENCHING 840ftL AND FINISHED GRADING BUT PRIOR 70 PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING CONTRACTOR SMALL PROVIDE FOR 7ELEWSIOV INSPECTION. (SEE 306.1.4.8) S TA T E M E N T O F EN G I NEE R OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY MTH THE GENERALLY ACCEPTED INAURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE E ACTING NiTHN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AR ENGINEER SAMPO ENGNEERIN INC. 1034 DCON0 STREET ENCINITAS CA 91024 (760) 436 -0660 Q BY -WNCENT L SAMPO r RCE 44173 DATUE RES 61JO12015 FROM PROPERTY DAMAGE OR BODILY FR AND HlS ER AGENTS OR EMPLOYEES OUT OF TH MARK PERFORMED BY THE RIGHT-OF •WAYCONSTRUCTION PERMIT STANDARD CONDITIONS: i. NO ACCESS OR WORK SHALL BE PERFORMED NTMIN THE CITY RIGHT OF-WAY NITHOUT THE FULL KNONLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797 OR AS STATED ON THE PERMIT 2 AT LEAST 46 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND URUNES AT 1 -800- 421 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHILE PAINT PRIOR TO CONTACTING (USA). 3 ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS 4. ALL )RAFRC CONTROL NIHN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLR AND SHALL BE FLAGGED AND BARRICADED 70 THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE NiiH THE nWVRK AREA TRAFFIC CONTROL HANDBOOK' LA TEST EOTION PUBLISHED BY BUILDING NEWS INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER iRAFFIC CONTROL IS NOT IN PLACE ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ANDN��INER AAGffS 0 PAY A Y AUTHORIZED A 1S A D CHARGES�THAATT ORDER CITY MAY INCUR IN PiOwa G�SAAID TRAn7CROLNiRa AS SHALL BE NECESSARY AND PROPER TO PD]ECT THE PUBLIC SAFETY 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR SUBCONTRACTOR. OR ANY OTHER ACENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY A�LAA WTU� P IT THE PERMIT HEPR�ES ARD CONDITIONS AND A COMPLETE STET OF APPROVED PLANS THE PERMIT PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY SPECIFICATIONS AND APPROVED PLAN SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGNEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TES7jS%ALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPEC7DR. PAYMENT FOR ANY COMPACTION 7ES77NG WALL BE BY THE PERMITTEE. CERDFlCA77ON SHALL BE MADE BY A CER77RED SUNG AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7 NO WORK Of THIN THE PUBLIC RIGHT- OF-WAY IS PERMITTED DN SATURDAYx SUNDAYS OR HOLIDAYS ANY DEWA77ON FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE ANY QUESTIONS REGARDING DAYS CITY HALL iS CLOSED, CALL (760) 633 -2770. 8 NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS SHALL BE STARTED BEFORE 7.•30 A.M. -OR CONTINUE AFTER 5 :00 P.M. ON WEEKDAYS 9. NO WORK SMALL BEGN BEFORE 9.•00 A.M. OR CONTINUE AFTER 3.•00 P.M. ON PRIME ARiERIALS AND OTHER MAJOR ROADS UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS ALL AS SHOW ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFTiC ENONEER H05E OFFICE CAN BE CONTACTED AT (760) 63J-2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN 70 TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3.00 P.M ON MAJOR DADS DEFINED HEREIN.) iL TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES MINIMUM TRAVEL LANE WON FOR M07OR VEHICLES SHALL BE 12 FEET IF STREET WIDTH PREVENTS MAINTAIMNG 7410-WAY 7RAMC, PERMITTEE AND DIRECTOR OF ENGNEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING VRK, WICK SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 12 ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT &YALE BE MADE 70 THE SATISFACTION OF THE DIRECTOR OF ENGNEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 13 OPEN TRENCH MUST BE BACKRLLED AND CAPPED NiTH AT LEAST 2" OF COLD MIX ASPHAL T OR META PLATED ACCORDING TO CITY SPECIRCA71OVS DURING N0N- WORKING HOURS METAL PLAITS ARE REQUIRED 70 HA W COD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITY5 STANDARD DRAWING DATED JULY 31, 1990 14. NATIVE MAITMAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGNEERING SERWCES OR HIS DULY AUTHORIZED REPRESENTA9W.. REFER TO THE 0TYS STANDARD DRA KING DATED SEP7EMBER 30, 1996. 15 TWO SAC( SAND - CEMENT SLURRY BACKfILL SHALL BE REQUIRED WEN TUNNELING UNDER CURB AND a/ TIER OR OTHER IMPRO VEMENTS NOT DENGIVA7ED FOR REMOVAL 16. TWO SACK SAND- CEMENT SLURRY MiX MALL BE REQUIRED AS BAC(RLL ON ALL LATERAL EXCAVATIONS N17HiN PRIME ARTERIALS MAJOR ROADS AND COLLEC70RS AS KELL AS ALL LOCATIONS WERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKRLL. 17 CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS STREETS AND STORM DRAINS NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS VIOLATIONS KILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES 18 ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE O'ERATIOVS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF 7RAN9PORTATON SPECIFICATIONS FOR PAINT, ALL TO 7HE SA77SFAC17ON OF THE DIREC70R OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 19 ALL CONCRETE AURK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIRCA77ONS FOR PUBLIC NORKS CONSTRUCTION, LATEST EDITION, SECTION 101, AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 10. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN 70 TRAMC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING MOTH SHALL BE KEPT OPEN 70 TRAFFIC BY BRIDGING OR BACKFILUNG 21. WERE STREET DIMENSIONS AND STA7E DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW ALL PIPES AND CONDUITS LAID PARALLEL 70 THE ROADWAY SMALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERNiSE AU)HORItD IN WRITING BY THE DIRECTOR OF ENGINEERING SERWCES THE SYALLONEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. 21 A) WERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGMABONS ALLOW, ALL PIPES AND CONDU17S LAID P RALLLI TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPRATION OF THREE 3 FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIREC70R OF ENGNEERING SERVICES OR HIS D L AUTHORIZED REPRESENTATIVE 12 ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING 7RENOH SPOLS SHALL BE REMOVED FROM THE RIGHT-OF-WA Y THE ROADWAY SMALL BE LEFT IN NEAT AND ORDERLY CONDITION. 2J ALL ROADSIDE DRAINAGE DITCHES SMALL BE RESTORED 70 TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SMALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS 2D4RALL APPROACHES 70 PRIVATE DRIVEWAYS AND INTERSECTNG ROADS AND STREETS WALL BE KEPT OPEN 70 TRAFFIC AT ALL TIMES UNLESS O7FIERINSE APPROVED BY THE DIRECTOR OF ENGINEERING 15. CLA Y AND EARTH WICIH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SMALL BE REMOVED BY HAND SCRAPING, WASHING AND SNEEP/NQ OR BY ANY OTHER METHOD HICH KILL LEAVE A DEAN NON -SKID SURFACE W771OUT IMPAIRING INAUR/NG OR LOOSENING THE SURFACE. 26. PERMITTEE SMALL COMPLY NTH ;WY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HiS DULY AUTHORIZED REPRESENTATIVE IN ORDER 70 PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. LEGEND PROPERTY LINE EASEMENT LINE EXISTING CONTOUR EXISTING ELEVATION EXISTING SEWER LINE EXISTING GAS LINE EXISTING ELECTRIC LINE SAWCUT LINE 8' PVC SEWER MAIN 5'SEWER MANHOLE SEWER CLEANGUT SEWER LATERAL TRENCH BEDDING TRENCH RESURFACING AC = ASPHALT CONCRETE CO = CLEANOUT EP = EDGE PAVEMENT FF = FINISH FLOOR FG = FINISH GRADE fH = FIRE HYDRANT GV = GAS VAL Vg W = GAS METER HP = HIGH POINT IE = INVERT ELEVATION fL = FLOKINE IF = LINEAR FEET OA = OVERHEAD PP = POWER POLE SCO = SEWER CLEANOUT WH = SEWER MANHOLE TG = TOP OF WAiE TW = TOP OF WALL W = WATER METER WV = WATER VALVE OWNERS: STEPHEN B. LEVY & DARK SUE NANN 2150 WISPER NM LANE ENCINITA�CA 91024 APN.• 26 331 -52 MICHAEL A DRALLE 2140 RANCH WEW TERRACE DVCNITAS CA 92024 APN.• 26 331 -18 STANDARD SYMBOL S - -E- - STIR -35 MIN. S SDRSO SW -02 SDRSD SC -01, TYPE B' SDRD SS-01 - s -s -S- SDRD SP -02 =/ T� = 7--� CITY OF ENCNITAS STANDARD DETAIL CHRISTINE HAWLEY FOR ESQUILIN& INC 2168 RANCH WEW TERRACE ENCINITAS CA 92024 API.• 20-,131-4J NICHOLAS M. DEAN & CHERYL H. DEAN 1110 WNSPER KIM LANE ENCINITA$ CA 92024 APN.• 26 - 331 -80 TOPOGRAPHY. 7HE EXISTING TOPOGRAPHY SHOW HEREON IS BASED ON A RELD SURVEY PERFORMED BY SAMPO ENGINEERING,, INC. ON MAY 21, 2013 OWNER'S CERTIFICATE QUANTITY 934 IF 1 EA 5 EA 967 IF 967 LF 7 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKRLUNG AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPEOFlLD IN THE STANDARD MAKING DATED SEPTEMBER 30, OWERS AGREE 70 MAINTAIN PRIVATE SEWER SYSTEM IN ACCORDUANCE WTH SEWER FACIUDES OP A ON AND 1996 AND THE REMOVAL OF OBSTRUCTIONS THE PERMI77EE SMALL PROMPiLY REPLACE N17H TEMPORARY OR PERMANENT PATCHING MATERIAL((,, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED MANIENANCE AGREEMENT RECORDED AS DOC { ,�R�LSf- INA "W ON i'YAd. (�� OR DAMAGED BY THE EXCAVATION 08S7R ON. OR CONSTRUCTION OPERA RON ALL TO THE SATISI-ACTOV OF THE DIRECTOR OF ENGINEERING SERVICES AND AS SPECIFIED Ei5EWERE HEREIN. THE DIRECTOR OF ENGINEERING SfRViC MAY AT WIS OPTION ELECT TO DO THE DEFACING OR REPAIRING HIMSELF IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH OWERS AGREE THAT THE CITY SHALL HAVE THE ABILITY TO TAKE OWF?,W/P AND RESPONSIBILITY OF THE PRIVATE SEWER WORK. TEMPORARY PATCHING MATERIAL AWAY BE LEFT IN %PLACE FOR UP TO 30 DAYS BUT MUST BE CONTNUAdY MAINTAINED FACUTIES AT A TIME AFTER THE CITY iS ABLE TD SECURE PUBLIC SERER EASEMENTS, OVER UNDER AND ACROSS THE 28. WERE �� THE PAVEMENT EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT OR OTHER TIDE OF SURFACE HAS BEEN REMOVED BY OTHERS THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF LAND IN WICH PRIVATE SEWER FACIUTES LAY. D��(SUNCHEAC 0 1996 PROW D A P CuPARREPAIR SEEC 1 MADE -WLLLL BE pwfl7INC ASP GREATER THAN [XISA G STRUCTURAL �aNE 17 N I& IS GREATER. REFER TO THE STANDARD ORATING IT IS AGREED THAT REED CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE OWERS (DEVELOPER SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGE 19. IF AFTER THE RERLUNG OF AN EXCAVATION THE PERMITEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE DIRECTOR O- ALTERATOVS OR ADDITIONS TO THESE PLANS WICH E CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR JREPAiRINa THE DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL Jr CHARGED WITH FOR THE PROPER COMPLEDOV OF THE IMPROVEMENTS THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES HE HEREBY CERTIFY THAT A REGISTERED SOILS SM 30. WEN SHORING IS REQUIRED AN ENGINEERED DETAIL DRAWING KiLL BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES ALL OVER ALL GRA /TUG AC TY AND ADVISE THE i OSFIA REGULATIONS SHALL BE �IIET. P 31. ALL DIRECTIONAL BORES SHALL BE SUBECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR AC77NO AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF v - ENGINEERING SERVICES A THOROUGH EXAMINATION O- THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL lDENTIII' THE BORE METHOD ON THE PERMIT APPUCA77ON EITHER AS AUGER, HEN ATI HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS GROIRNG AND INiERMEDIAiE BORE PITS MAY BE REQUIRED. A ( 121 32 ALL SUBSURFACE UTUTES SHALL BE ACCURATELY SHON ON THE APPLICANTS SNE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET TRAVERSING SIGNALIZED INIERSEC7TOVS CROSSING INTERCONNECT N1RES OR OTHERWISE HERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN. lC DA Ti 3.L PAVEMENT CUTS IN STREETS REHABIUM hED OR NENtY CONSTRUCTED W NIN THE PAST 7W YEARS SHALL BE CA7EGORICALLY DENIED. 34. THiS PERMIT MAY BE IMMEDIATELY REVOKED THE DIRECTOR OF ENGNEERING SERVICES OR HIS RiGHT- OF-WAY AS DIRECTED BY THE DIR£C70 R PAY TO 7HE CITY ANY AND ALL COSTS INML0 35. THIS PERMIT MAY BECOME MID IN THE EVENT THE U-T PERMITTED IS NOT STARTED INiHIN SIXTY 60 CALENDAR DAYS FROM THE DATE OF �MEN�ENT OFD A L��, A77 CALENDAR G �N NDURE � nON OF CITY RIGHT-OF -WALL BE COMP�D WHINTTHAiE GIVEN BY INT SHALL ISSUANCE OR IN THE EVENT THE PERMITTED USE IS ABANDONED A NEW PERMIT AND PAY ADDITIONAL FEES UPON TIME LIMIT SPECIFIED BY THE PERMFT. AND THE SE$�MICH MAY IN ANy AM NW OR INDEMNIFY AAR� HARMLESS .Q FENCE OF E ENCINITAS AND M PERMIT ANY N�RkFIP 6Wb N��QUE COTHER AGAINST ALL LIABILITIES dIDG%HENTS COSTS 37 THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED INSTALLED AND EFFECTED UNDER THIS PERMIT FOR A PERIOD OF ONE YEAR FROI( THE DATE OF RNAL INSPECTION. ANY REPAIRS REQUIRED DURING THE GUARANTEE PERIOD SHALL BE MADE AT THE EXPENSE` OF THE PERMITTEE AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERWCES REPAIR NY7RK MAY BE PERFORMED BY EITHER THE PERMITTEE OR THE CITY. 38 PERMITTEE HAS READ, UNDERSTANDS AND AGREES 70 COMPLY W711 ALL CONSTRUCTION PERMIT PROW90VS AND STANDARD CONDITIONS PLANNINGANDBUILDING I PARKSANDRECRE,47ION EOLOGST HAS BEEN OR KILL BE RETAINED TO SUPERVISE AND STABILITY OF THE 97E. y" Z9113 DAR E N DATE .may /z / DATE �.3 BMP PROJECT STATUS.' STANDARD PUBLIC WORKS ENCINITASFIREDEPARTMENT VICINITY MAP p ;� &N4UIP0 ENGINEERING. It�� N15 GN DATE DA IF SIGN VA It. 516N DATE CHANGE NO. DESCRIPTION APPROVED DA TE BENCHMARK SCALE OLIVENHAINMUNICIPAL WATER DISTRICT DESIGNED BY i DRAW BY. CHECKED BY ENGINEERING DEPARTMENTAPPROVALS CITYOFENC /TAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. G UG O N CH Iq 14 ENCINITAS CONTROL STATION ENC -20. 2.5' BRASS DISK PLANS PREPARED UNDER SUPERWSiON OF RECOMMENDED: iW APPRO QED' IMPROVEMENT PLANS FOR 2 AS 13LIlLT-6 o'u' LOCATED ON THE SOUTHWEST CORNER OF A CONCRETE 5 PEDESTAL FOR RRE HYDRANT ON THE EAST SIDE OF RANCHO DAZE : I t //f �" WHISPER WIND LANE ��s4s'i SANTA FE ROAD AND 100 ET SOUTH OF EL CAMINO DEL N/A 12. , L / DAY . DATUM• NA W88 ELEVATION.• 120.564' 96N DAiL WNL:EN -TEL SAMPO R.C.E. N0.: 44173 M 3/13 14 PRI VA TE SEWER MAIN EXTENSION MASH MAHER DATE GLENN PRUMM D lE ENGINEER O' KORK EXP. 6/30/15 ENGINEERING k PUBLIC WORKS DIRECTOR SHEET 10F3 U z z_�c�� CC N w c w Z C7 z w pe O CL U 1 U z hl O z� F w c w z 17 z w O �N 'Q V, M I 1 I I i ' I , I -t-r - t � -r- - - - 1 1 190 190 I I I , I --� 180 } -r — -Not -t- -- r - -- t -+ - - - -- -F- I i, 170- ��- �- - - __ 2 0 _ i3 _ 1 I _�__ I _ *_- "� $ 1 _ -{-_ -} - -� - 4, o� -- J �q NW � � I t - ----- �--� -- -- t - - -- - -- - t-�- -- -- 1 - - -�-�- -..170 -- F - - - -- � --- --� r- -- ME -� - AC pAVE EXISANG. �Nt �+... - -- y 1/ L } - - -- 160- + -- - -- - -- -- - - - -- -- -- -- - -- -- - - --- 1- o - g °o ti g °c� 1 H j -- *4� a - EXIS �- - -� NG AC PAVEMEN - i r- ®k SEWER 1 -�- — - -� ' - -- 1 EXlS7INGAC PA — DEMENT Sf11fR — — — _ — — - _ _ ;-- — - -� - -- - 160 -- - -- o t — -- I — -- -- I - 1 - i - — -- - - - -4 - -- - -- - SEE S { PQ�J IAA _�,0 8 PVC PRIVATE SEWER MAIN a -- - 150 1 MAIN 150 - � 4---- }-- --{- -- - - I - -- tJ 8 M 6.40 P PUB.453 PER r I - -I- - -- -- -i -- --i— - - -- -- -- L I -- - -- SE - -- -- - - ---- -- ! W - -- �- - -- — - - - - -- - - -- —! - - - - (- --------- _ - -- - -- — - - - -- 8 PVC PUBLIC -�� 1. — - -- - - -- -- — - I I - - -- -- -- t -- - - I -- 1 -- I 140 1180 LF � %PER MAIN � 025 .. - _.. - -- - -- j I --- I ! -� -- - -- ! -- I 140 - - — - - - -- I — - - -!- - - - - ^ A t I t - , r PROFILE SCALE HORIZ 1"- 20 1 - , C— - -f -I - -- - -- BERT: 1 - 8 1 i i I � -I- - - - -- --- - 130 130 1+00 2 +00 3 +00 4 +00 5 +00 2t I I m I I SEWER DATA NO. BEARING/DELTA RADIUS LENGTH DESCRIP17ON \C At 19'2594 "E - '%0.00' 8 "PV6 5DR -35 �I I� _ ® S is ®43'ol i�l 2.86.'.^ 8" � SflR °35 v �Z =20 \�\ � I 8 2 0 10 20 40 5! Q I r1 0 NOTES, EXISANG PUBLIC SEWER I EASEMENT TO CARDIFF W I i C » » Cj = S TREE T (I /A CA QED) W RESPONSIBILITY OF BEYOND THE OVE RIGHT OF WAY ARE THE 2 EXISANG SEPTIC TANKS AND LEACH FlELDS TO BE DEMOLISHED OR SANITATION DISTRICT RECORDED 10/231990 PER DOCUMENT AO o I H �°�, o � 40' °o W �o ABANDONED PER SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL RE REQUIREMENTS CONTRACTOR TO VERIFY ELEVATION OF POINT OF CONNECTION AT EXISANG RESIDENCE PRIOR TO CONSTRUCTION OF LATERAL FROM MAIN. 90- 574557, D.R. y c Q T J I SQ ° o ' " c R TRENCH RESURFACING PER W * W CITY OF RESURFACING STANDARD TRENCH RESURFACING DETL EXISANG WALL. PROTECT IN- PLACE. CONTRACTOR TO ENSURE STABILITY OF WALL DURING CONSTRUCTION. _'/� _ * ti _ TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD TRENCH RESURFACING DETAIL �� _ * Q o g �� J. OWNERS TO OBTAIN A BUILDING PERMIT FOR ONSITE PLUMBLINE 4. CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATIONS OF EXISRNG UNDERGROUND URLIRES PRIOR TO START OF CONSTRUCRON. THE CITY OF ENCINITAS THE ENGINEER OF WORK SHALL BE NOTIFIED OF ANY RTM. 54 16 � CAUiKAy�!! ELECRCAL lE 145.66 LINE PROTECT IN -PLACE I /u WHISPER l /SPER I/�/ n,n , WIND YU - __..__ / �% LANE Y E (PRl I /A TE) I DISCREP£NCIES NTH THESE PLANS. 5' 91A PVC SlrP MAN PEP CS 025 S lfmr.' ;'4 43 8» 1 b'' EXISTING 30' WIDE EASEMENT - -- ° - FOR ROAD AND PUBLIC -_155 UTILITY PURPOSES PER "- ? I — I - 2 +00 _lI __ _� �' _ __ - 30' _ y "- 4+00 _ j j i. 5. EVERY ATTEMPT IS TO BE MADE TO MINIMIZE DRIVEWAY BLOCKAGE. OWNER SHOULD BE NORRED PRIOR TO WORK NO OVERNIGHT BLOCKAGE IS PERMITTED. 6. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING AND IMPLEMENTING ANY AND ALL TYPES OF SHORING SYSTEMS AS NEEDED IN VARIOUS DEEDS OF RECORD �ti' A > Ea v �- c _ \ �� . " -� >,` G ' � ORDER TO EXCAVAIF FOR THE SEWER MAIN AND TO PROTECT EXISRNG URLIRES AND IMPROVEMENTS SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND SMBIUZARON RECOMMENDA PONS PRIOR TO �— 0WRIIN11 GAS LINE 15 oa -4� 1 IRREVOCABLE OFFER OF DEDICAPON Pau E E T _ ; _ . ! MATCH LINE SHEET 3 I i CONSTRUCRON. A BUILDING PERMIT IS REQUIRED FOR ANY SHORING PROTECT IN -PLACE W oQ _ _ _- _. --_ -- FOR PUBLIC SEWER EASEMENT - DOC NO. 2&V -6101 b ^� yg y -- T � -__ __ -- ty J4 ✓ - 7. Rff CONTRACTOR IS RESPONSIBLE FOR LOCARNG EXISTING URLI1IfS REC. �, lXr Wk N 8. THE OWNERS AND CONTRACTOR ARE SOLELY RESPONSIBLE FOR Cl i r i� i I �� _r r r ,I ri n I\ C 'A U 1 1 r i, r 7� 0' C� o _C - r t�� t�, �� r� 1 r r� �a o W a �� J 4 I rj j j j if� 1 �; i j �tV !y \a PROTECT LATERAL EXISRNG SEWER EXISTING 30' WIDE IN PLACE EASEMENT FOR ROAD AND URLITY PURPOSES PER f !�� C �J i Lj F IMPLEMENRNG AND MAINTAINING ALL NECESSARY EROSION CONTROL MEASURES, INCLUDING PRE- CONSTRUCRON AND POST - CONSTRUCTION BfSTMANAGEMENT - P 1\1 2655 a� A � .w ��L. r, Aj it W DEEDS OF RECORD : I� ( r�� PRACRCESfBMP REQUIRED BY THE CITY COUNTY AND STA1E OFFlCES i 3 ._C ° ¢ EXISRNG 30' WIDE PRIVATE EASEMENT FOR ROAD AND VARIOUS - ' r �QFESS/ HAVING MIKISDIC ON 9. BENEFITTED PROPERTIES MUST PAY APPLICA &E SEWER CAPACITY FEES AND - --30 "— -I UTILITY PURPOSES PER GRANT DEED TO SIMONSON I Oe L FN Sys PULL APPLICABLE BUILDING PERMITS PRIOR TO LOT RE -INS c No. 44173 ° 06 -30 -15 ��TFOF CA��F��Q CHANGE NO. DESCRIP71ON APPROVED DATE BENCHMARK SCALE DESIGNED BY- DRAWNeY: cHEa BY ENGINEERING DEPARTMENTAPPROVALS CITY OFENC/ NI TAS- ENGINEERING SERVICES DEPARTMENT DRAWING NO. SD C0w5TRQrMpfJ G S119,14 ENCINITAS CONTROL STAPON ENC -20. 25' BRASS DISK LOCATED ON REE SOUTHWEST CORNER Of A CONCRETE PEDESTAL FORD HYDRANT ON SHE EAST ETDE OF RANCHO SANTA FE ROAD AND 100 FEET SOUTH OF EC CAM /NO DEL DA RAY. NA W86 ELEVARON.• 120.564' 1' = 20' PLANS PREPARED UNDER SUPERVISION �.�y VINCENT L SAMPO ENGINEER OF WORK OF DATE : I .3 R.C.E. N0.: 44173 EXp, 6/30/15 RECOMMENDED: AA M w(_ 31 w/ f3 MASIH MAH R C42519 DATE APPROVE 2��/� GLENN PRUIM C51274 04 / ENGINEERING PUBLIC W1KS DIRECTOR IMPROVEMENT PLANS FOR WHISPER PRI VA TE SEWER WIND LANE MAIN EX TENSION 11646 -1 Z A5 all m -Tug .8 io•ZZ • SHEET20F3 1 U z hl O z� F w c w z 17 z w O �N 'Q V, M - I I ----- �---f- I L - - - i - -- - -- - - __� -- -t - - - -. -j- - 1 - - -- - I I ! _.- I I -- - - -, - -- -- - - -' v - - --. - - -_ -... -.- S 0 1 / fi- - -� - - - -1- - -- - --�- e - --_ -. _. __ -___ -- { -1- - t - - - - -- +- � I I �- I -- I - --- � , � - I � sc -ol, rrnE ' � 240 RIM: 239.81 i � -- -- I 4 __ �� f I I �-- ---� -- - }-, �- -- - -- -�-- -- �--� -- - -� -- - ; -- -�- - -- - , � - - --� ; - a-- -4 : I I i , I � I - i t 220 - 210 -- - j I i j 210 �no� no 1 - - - -- - I I I - - I -- r-- -- I-- - - -rt - - -- I -- PG -PNi iu - -- - -� --I- -- - !- -; - - -- - ,- - - -- - -�- -- I , - 55� j 7-- I I 200.1 I -- - - -- - -- -- - - - - - -- 1- - - +- - + - - - -- - - - -- - -- - - - -� - - -- - -- -- -1- I - - -- - - - RIVyfER Nil piN - - - - -- 190 - -- I i : I 1 - -t - - -- i I I 190 ! 7 I . I - : I I - -� - -- -- I i I , � ( I : i I {{ I I I i 180 i I ��- : i i i I ! _ - � t 180 I I I I I I I I I I { I - - '- - -I I ' � I- - - -- - -�- - -- t SEWS - ® R T - -- --- - � --�- -- �--- r - - - -- - -- �- -- { - --4- -. � - - -- +-� E -- I - -- -- 170 - - VEMENT -- G NG - N - - -- �� -- - r- -- - -- t - - - -- - - - - - -------- -- - f{- 170 - ---- -- - - -- . I EXIS= -- - -- • R SE M P IVATE - -� -- - -- - -- . C - .� � �_ I �-�-- - - - - -- ' _ - -- i - _.___. - ' , F � -_r _ ,-_ _.. -t -- --'� ' S ' rt- - - -- I - -- - LF " $ PVC 30.00 -E - - -- - -- - - - -- - -- - t -1 -- - - - ± - -- - f -- + -}- - -- - - - - - _. { - - -- - - -� - -- -- i. , -4- - -- - - - i - I t I 1- - - - -- I 160 - -- t- I SESHEET - 2 I -- o - -- - - -- - . i -- - -. - '�T- : - - - - - - -T C -- --li ( I I -? - -- - I---+- - -- - - - - - + -- - - {� - - - - -- �-I I I j- -- }- - --f- -- - ,I -- --� - -- I --- -�- - -- - t -�-- I - - --{-- I- -_-! -- - - f - -- - -} -i- -i "- - - _ i - - -- -t - -- -- -- i - - - -- - - - -- -• -- --� - - �-- - - ---- �--� -- -� -- - - -. -� I PROFILE SCALE u- HORIZ 1 20 i - -- _ � - I - - I --�- -- I - - - - -- _ - - -- - --- I i- - --�- - - - - BERT . 1 - 8 - - �-- � �-- -� - - -- I -;-- - - - - --- �- - - - - -' -� I I I I 150 W ; ; 150 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 SEWER DATA fXIS]1NG 20' N1Df EASEMENT FOR WATER AND NO. BEARING VLTA RADIUS LENGTH DESCRIPTION U71UTY PURPOSES RECORDED JUNE 6 2013 �20' /� PER DOCUMENT N0. 2003- 0671J9, OR, N 72.3100" W -- 230.00' 8' PVC 5DR -35 I I 30' WIDE PRIVATE SEWER EASEMENT IN FAVOR;, -- OF APN :265 - 331 -18 RECORDED 3- a0•tg/ I s { I N 72.3100" W 37531' 8- PVC S9R -35 DOC. NO MLN•OUEOi! I 1.,�L �{ 7RENCH RESURFACING `� ^ - 10' WDE PRIVATE SEWER EASEMENT r ]BENCH RESURFACING EXISTING 20' N1DE EASEMENT FOR PER CITY OF ENCINITAS ao ` W r� J�) J J J J - Ir ? _ IN FAVOR OF APN.•265 -331 43 a WATER AND URLITY PURPOSES N --- = ___ WGOD FENCE STANDARD TRENCH o ° �� 8 +13.71 EXISTING STANDA D CNITAS Y RECORDED 11 DOC NO RECORDED MARCH 25, 1940 PER - _ RESURFACING D ETAIL - POWER POLE 11.20 L ° - - -�'- -_ ° � �l`Z =O 11 4�Z ) RESURFACING DETAIL DOCUMENT N0. 80- 100543, O.R. Ia - X - - - � - - 1 s -- WHISPER p WIN _ _ -- -- E -� � X LAN W -- J _ w 'l 30' I Sao ` -- �- 6 +00 E %lT I V/ 1 I I 7 ±Q0 30 8+00 T' Lr 2 - � X- I I _ � I I IRREVOCABLE OFFER OF DEDICAPON �,° IRREVOCABLE OFFER OF DEDICAPON � 130.33 AC Q TRENCH RESURFACING h EASES 30' WIDE �I FOR PUBLIC SEWER EASfMEN ��; 10 +33.59 SEWER _ _ 2 EASEMENT FOR ROAD AND m 9 +86.24 SEWER LA R o AN U MATCH LINE SEE SHEET Z EXISTING 30 N10E ^ I FOR PUBLIC SEWER EASEMENT PAVtMEff �u - PER CITY OF ENCINITAS IRREVOCABLE OFFER OF DEDICAPON DOC N0. 2Q13[_¢{Q1yZQ ° _o 0 EASEMENT FOR ROAD AND ° s. UTILITY PURPOSES PER y� REC. Lr1A6 [v, ]otlf PER SDRSD SS -01 C4 13�SC -Ol TiPE B' DOC NO. O /01ifi�1 R; 6ENA } Q- °g STANDARD )BENCH o o ' -� -'� 3 W R FOR PUBLIC SEVER EASEMENT \� VARIOUS DEEDS OF RECORD ' lEaw X3245 2 ,�� UTILITY PURPOSES PER " ° `° RESURFACING DETAIL pp/'vF 14114 n o �! IEuw 22510, IEur 2 6. 0 / VARIOUS DEEDS OF RECORD REC. M �Ol� < W ^ DOC N0. ]dV- 0 /O/9�fC7 ¢ i {• \� IEuT M ESMT 226.50 �� SARtd { REC. MAr -_1� �al� �M �l �I r r� r ri 4 W a " w * 3 OJ N (�) ��, IRREVOCABLE OFFER OF DfDICARON 2244 : r„� - -, � I. \ �'�� iy yWW �� f 1 i ni WIND !�J j ,-, r E. r r R I r r z FOR PUBLIC SEVER EASEMENT I r��1�1� �� <J��J - ��)J �l�l �J r rri �i��ll�� Sl�lr �3� ZO DEC N0. �I .Q/91!� REC. r �,� r r= r� , r� e ,. ��r�1J !�v-�7;J1-Jf a� t I \`' SEWER LATERAL TABLE *3 STATION Of LATERAL INVERT AT I PARCEL (lE) LENGTH OF DROP MAIN D LATERAL OESMT (IE)V SLOPE X ELEVOE WT PL (PL TO /E) MH UpS7REAM ALW READ REMARKS pFESS,�/�� I 265- 331 -52 2 -6#663&89- 17546 10' 1.2' 179.00 123.4 184.3 5.3' 239.81 YES 4- PVC (SDR 35)O�Nj S9�A 1 " -20 265- 331 -43 + 176.23 20' 1.2' 187.00 47.9 193.0 50' 239.81 YES 4- PVC (SDR 35) � � No. 44173 m U 265- 331 -81 9 +05.50 212.58 10' 1.2' 213.98 20 221.0 7.0' 239.81 YES 4" Ply (SDR 35) � 06 -30 -15 z - 0 10 20 40 265- 331 -80 9 +86.24 22510 10' 1.2' 226.50 20 234.0 7.5' 23981 NO 4- Ply' (5DR 35) �c 65- 331 -18 10 +28.59 231.68 28' 1.2' 237. 00 14.7 244.5 7.5' 239.81 NO 4 "PVC SDR 35 J'9J CIVIL ��Q FOF z CA� w w z CHANGE NO. DESCRIP77ON APPROO DATE BENCHMARK SCALE DESK BY DRANK BY GHE BY. ENG /NEER /NG DEPARTMENTAPPROVALS CITYOFENC /N /TAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO, z QED ENCINITAS CONTROL STATION ENC -20. 2.5' BRASS D1sK LOCATED ON 7HE SOUIHWST CORNER OF A CoNCREIE PEDESTAL FOR FIRE HIDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD AND 100 ORTE. H EL CAM/NO DEL DA Rik- NA W88 ELEVADON.• 12Q564' i' = 20' PLANS PREPARED UNDER SUPERVISION of DAZE : x$13 • R.C.E. NO.: 44173 i/,� ./ Q l4NCENT L SAMPO ENGINEER OF NDRK EXP. 6/30 /15 RECOMMENDED: APPROVED: %4•314 113 3 MASH MAH C42519 DALE �N PRUIM C51274 DA�� ENGINEERING & PUBUC MWS DIRECTOR IMPROVEMENT PLANS FOR : WHISPER WIND LANE PRIVATE SEWER MAIN EXTENSION ��sas -i o Q -® 2 A S BlJ1LTS ,•• SHEET 3 OF3 17 o� �o M