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2008-10013 G (Plans) +GENERAL INOTES Itc 11VORK TO BE GONE ac uj THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE Z I. ALL WORK SHALL "E DOME IN ACCORDANCE WITH THESE PLANS, iME STANDARD SPECIPiCATTONS SPECIAL PR01ASlONS, AND THE FOLLOWING SPECIFICAAONS OF TITHE PLANS AND � FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF STANDARD DRAWINGS: _ IERE E AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS HOR 1 TE DR vV NO . 7 �� TA_NDARD SPECIFICATIONS TklEt3EFRDM SHALL BE APPROVED 8Y THE CITY J:NGINEFR PR= TO ANY &FOUFSi FOR JAIS?ECIUDAI. G 1 {ROOOBOOK" S SPECIFICATKIN FOR PUBLiC WOW CONSTRIUCT1EN 2. A SOILS REPORT HAS NOT BEEN PROVIDED FOR THIS PLAN. tiO1fI W& COMPACTION TESTING %U 6E PROVIDED DURING CONSTRUCTION. W O. M ov. �� / �l/C'Y W A'ToL J't � 4T� � -I TI�_ T � �Y • CALIFORNIA DEPARTMENT 01 TRANSPIIRTATIIIfT, "MANUAL OF 'tRR1FTC CONTROLS FOR - - , - - - -- 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF 0 �' 7 ' +' _ "� �• � S 1 �`� �O"� 11 - CONSTRUCTION AND MAINTENANCE WORK ZONES, . HE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED AND {1996 EDITION). 1 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT LION- POTABLE WATER SERVICE OF THE OUVENHAIN MUNICIPAL WAAIER D1SIR1CL ORDINANCE N.D. 175. DATED 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. PLANS. WAARCH 19.89„ AND All SUBSEQUENT AMENDMENTS PARCEL Q 4. OLIVIENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS. DRAINAGE FACILITIES, NOR OF MAPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE _ �1PN PARCEL 1 4. WRITTEN PERMISSiON SHAM BE OBTA'INL FOR ANY 017511E CRADINC. 262 -080 -25 APN 6TM MARD DRAWMM 2 RECYCLED WATER WORKS 'SMALL BE CONSTRUCTED iN ACCORDANCE TH THE DETAILS AND MATERIALS AS PROJECT E62-08II>Ob 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS - APRIL. 006. E 4CONTRACTOR SMALL TAKE ANY NECESSARY PRECAITRONS REQ MM TO PROTECT ADJACENT 'SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD - BOUNDARY AST. 20' 2. STATE OF CALIFORNIA STANDARD PUNS -MAY 06. 20 PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS OA EStar . 2. DIY A U FORM W QD PL AN S A Y 20 PEAK SULACED OR REPAIRED TQ CQN04UON LASTING PA" TQ CDIU RAG. ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANSDECEMBER 1987. CONTRACTOR SHALL _ HAVE A COPY OF THE OMWD STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. - -_ DESCRIPTION _ '�DDWG SYMBOL -- L 6. THE DEVELOPER SHALL TIE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 4S DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED AND REPLACED BY A RECJSIFI3ED CIVIL 3. THE SUBMISSiON AND REVIEW OF ALL SUBVrTTALS (SHOE DRAWINGS, SiX SETS) A5 REOUTIRED BY THE OMWD EXIST. EASEMENT ................................. ............................... . ENGINEER 2R A LICENSED LAND SURVEYOR STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE L C D E 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING DISTRICTS INSPECTOR. EXIST. SUBDIVISION BOUNDARY ................. ............................... SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE_ AND FEDERAL PROP. LOT LINE • ................................. ............................... . SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. T 4. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TiME AND DURATION M EXI 6" ACP WATER LI NE PE R O MWD DWG. 6 59 4 -M • • • • • • • • • • • • • . • • • • • • -W - -:::::OF 7AN Y SHU MOWN S DF_EXISTING VAINS SHALL SUBJECT APPROVAL - THE DMTR[CT_Z1ST131Or SHALL -- - _ - - - - - - - - - -- 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN M NOTIFIED rAQ MS KMINIMUM IN ADVANCE OF ANY SHUTDOWN - - -- APN - - -- -- - -- - - -- EXIST. 'OVERHEAD ELECTRICAL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • � H OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AN D 7:30 A. M. NOR 262 -080 -03 -- - _ _ APN - __SST. FENCE j _____ _____.___ _____ ._ ___ ___y._____ Y - - - ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. - - -- - -- -- - - - - 6. CONTRACTOR SHALL COORDINATE WITH DISTRICT All ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES 2'_ � 62- 080 -�8 0. 100 CRAVING OPERAT10iQ5 SHALL COfJk1EFfCE UNTIL A PREGRAD1fTG I;fEETTNG HAS BEEN HELD ON51TE PRIOR IO SHUTDOIAN& NO SHUWOWNS MALL IBE SCHEDULED ON A MONDAY OR FRIDAY. L EXIST. POWER P OLE ................ ......_....._ .............................. IN - - - - _WTH THE FOLLOWING PEOPLE PRESENT: CITY SPECTOR . C IVI LEG IN EER, SOILS ENGINEER, GRADING N - - - - - - -- - - - - - -- - -- - - - - - - - -- - - - - -- �XiST. �FONTOU� • . • - • ...................... ..... ..... - - - ...........- - .. ... WI MATH CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED TH THE CITY AT 6. CONTRACTOR SHALL REVIEW EW ALL PROPOSED TRENCH WORK CAL /OSMA. A COPY OF EXEMPTION LETTER C LEAST 48 HOURS IN ADVANCE BY CALLING (619) 433 -2770. OR TRENCHING PERMIT, iF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT f"OR TO CONSTRUCTION. PRIOR PROP. B" SEWER UK .................... PER 10013- 1R..................... �•S 10 PR TO HAULING GIRT OR CONSiRtUCT10N MATERIALS TO ANY PROPOSED CONSiRtICT1011 SITE 3.00' - -f SEWER I1IH.......... ..... ... ::..,.:PER 10 -13 - IR.., ::: ...:....:.:... WITHIN IOR THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7' FTO M10RK MAY OEM OR PRIICEED W nVOUT DIRECTION OF DiS1RTCT'S INSPECTOR. CONTRACTOR SHALL NOITFT' ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR APN PROP. SEWER LATERAL. • . •.. PER tOM3 -iR .... ........... _� t - R ulleFUFN 4NSPECTION OF THE PROJECT. - - - - - - -- - - AND REQUIREMENT THE. CITY ENGINEER MAY IMPOSE NIH REGARDS TO THE HAI IIING ORERAADAI. - �2 -4HII?8 � PROP. CONTOURS .... ......... .......... ............................... UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR TO FINAL GRADING IL THE CONTRACTOR !MUST CALL `DIG ALERT OF SOU KERN CALIFORNIA" TO %AVE UNDERGROUND SERVICE � PR OP, FIRE HYDRANT... QER Q M W p 5M Q� C -11 . APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 FLOURS IN ADVANCE lP1 PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10013 -G HAS BEEN PERFORMED iN -_. P RIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. A TC WITH - -- -- - SUBSTANTIAL CONFORMANCE TH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED - " " " "' " "" " ' ........... . "' . " " "" As- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE 0. ALL EFACILITIES XiSTWIS FA WHTCH MA AFFECT FINAL CONSTRUCTION, I.E.. LiNE CROSSINGS, LiNE PARALLELING, -- A PN -SPOT ELEVATIONS OAL ENGINEER WHO CERIWWS SUCH GRADING OPERATION. OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. t PROP. DAYLIGHT LiNE ............... ...... ........ ......: .:.•. :••.•.. �YjL.T"� 12. ALL @RADMIG SHALL K INSPECTED AND TESTED SY A QUAt.W" SOILS rMNEER FIR bNDER m III. THE CONTRACTOR SHALL FLMWS14 AM FgSTALL PER THE OUM SIAREARiS SPLCIFIGATIMS THE ARPROPRTATE �� _ __ 9 F - - D IRECTION HE SHALL INSPECT AND LEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS X .� 2-080 -- - JPROP. AC PAVE MENT ------ ._ - -_- 4 'OVER 6" CL JI BASE. _.. - ...___.__ - D IRECTION SACKFILLS AND COMPACTION OF T HE ES. HE SHALL SUBMIT SOILS REPORTS REWIRED BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. _ AND WiLL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING - -- - -- -, - - -- ED B -- OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS - -- - - -- - - - - -- PROPOSED 6 WIDE ROCK -UNMP TREE ATMENT SWALE •- ••- •- •- -• -••• SUPERVISION AND THAT IN HIS OP INION. ALL EMBANKMEN AND EXCAVATIONS ARE ACCEPTABIE 11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS METALLIC TAPE � PER DETAIL, SHEET 3. FOR THEIR INTENDED USE. STRIPS, STAMPED "RECYCLED WATER." STRIPS SHALL BE SET AT TOP OF PIPE LAND AT 24 - INCHU A. QYE C , tRE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE P1PE. #PN I o` STATEMENT OF ENGINEER OF WORK DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE. TOP OF PIPE PROFILE 15 DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL S BELOW CENTERLINE OF FINISH C=E�AD OF STREET 662- 080.16 ERIE UNDERSIGNED ENGINEER AGREES fiHAT THE WORK PERFORMED BY 111E ENGINEER SMALL COMPLY E MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTiL SUCH TIME AS PERMANENT WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR DRAINAGE AND EROSION ,CONTROL MEASURES HAVE BEEN INSTALLED. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 13. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF dOM1T COUPLINGS WITH 4-FOOT too 50 0 100 2 00 I ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE 14. ALL AREAS TO SE PILLED SMALL TOE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN MAXIMUM DEFLECTION PER COUPLING (2 -FOOT PER JOINT). NO BENDING (CURING) OF PIPE SHALL BE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY i ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE PERMITTED. m P LANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY ' M ATERIAL SHALL-BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 1S - - - - - - - - -- -- - - - < . .10� FOR THE PLANS PREPARED BY THE ENGINEER iS NOT A DETERMINATION BY THE CITY bF ENCINITAS OF - TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 14. MANUAL AiR RELEASES SHALL BE INSTALLED AT ALL RICH POINTS AND BLOW -OFFS AT ALL LOW POINTS M SCALE iN FEET APN I THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12- INCHES AND THEN SCALE; 1 • IQO THE WATER MAIN PROFILE. MANUAL AIR RELEASES AND BLOW -OFFS SHALL BE LOCATED BEHIND CURB t �2 -080 'JO.".. -.�- RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED UN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 10 - S S OTH APPROV BY - DISTRICTS REP L W ' - PLACE. SPREAD. "IFR AND COMPACT DiE FILL IN SIRICT ACCORDANCE Milk SRECIFIG MOM ". - - - - - -_- THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS TWO !TS -- M. DATE: 12 -31 1! :. OF CALF OFFICERS, AGEN AND EMPLO S FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 15. INSTALL RECYCLED WATER SERVICE(S) IN ACCORDANCE WITH SIZE(S) DEFINED ON THE L DRAWINGS. LOCATIONS - A THE NEGLIGEN A TS, ERRORS OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES SURFACE AND UNIFORM ,CROSS SECTION. THE SLOPES OR EXCAVATION AND ENBANKMENTS SHAM OF RECYCLED WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICYS INSPECTOR. % 1 _INCH HIGH LETTERS - ACTING W1THI COURSE SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF INE -- BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A - - - "RW" SHALL BE CHISELED IN T4DP OF EXISTING CURB OR IMPRINTED IN NEW C M48 AT ALL RECYCLED WATER -- - - - -- - - -- -- - -- -- -- - �MORK ?FRF 8Y THE - -- - - -- -- - NEAT AND ORDELY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR PRICE CROSSINGS. - - - - - - - EXCAVATION OR EMBANKMENT SLOPES WHICH ARE UABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN • ACCORDANCE WITH THE GRADING ORDINANCE. t6. M= BOXES SHALL FiCIT BE PLATED W1i1HiN DRIVEW YS OR SIDLWALKS W IMMU'T THE DISTRICTS PRIOR q �" DATE: TE CONSENT WRITTEN ON NT -- - _.. PN - - -- -- -- - - -- - - - - -- -- - - - - -- -- -- - - - -- -- -- -- - - JA - -- - 16 - - - -- - - - -- - - - . Xtt ?BEES, 8R1T5TT, CRASS, AND OTTiER OBJECTIONABLE MATERIAL SHALL 8E CMLECTE6, PILES OR - N 1262 -080 - -- UCS f -17 I E. LOGAN, LICE 39726 OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 17. CONTRACTOR TO TIE OFF ALL VALVE LOCATIO AND DI PROVIDE WRITTEN MENSIONS TO INSPECTOR - _ s afEssi o HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. IMMEDIATELY UPON INSTALLATION OF VALVES. RANCHO LUA51AL LNGIMLLKINU �Q e E N�� APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY r 4 DOUGLAS E. LOGAN c EAICJNE€R PAM TO TINE D FW DISPOSAL OF ANY SUCH MATAL 18. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER s 1635 RANCHO SANTA FE ROAD '�y r PASSIBLE. _ SUITE 204 W - 31.59 „ SAN MARCOS, CA 92078 ^�' E,Q Z/ 19. ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT it PHONE (760) 510 -3152 a r � \� C 1_ ARTHWORK: LEGAL DESCRIPTION RR.E.PRE,5ZNTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. +APN gEB �+ RCE NO.: 039726 _ _ CUT: b0 CU YDS A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE FILL: 600 CU 11x5 SECTION 23, TOWNSHIP 13 SOUTH, OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS ARE DESIGNATED Wo RKIN( Li IMPORT: 1550 CU YDS CITY 4 WEST, SAN BERNARDINO PRESSURE FOR TESTING ALL RIP€. VALVES (CLOSED) AND APPURTENANCES. V MERIDIAN, NN THE AF ENON)TAS, TENNI8 CLUB DRIVE .� °- COUNTY OF SAN DIEGO, and PARCEL 1, Z. CONTRACT RECOR75 DRAWINGS MUST BE SUBMITTED PRI CEP OR TD FINAL ACCEPTANCE OF WORK. THE PLANS MUST P.M. 3725 PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND OWNER CERTIFICATE APPURTENANCES. EASEMENT -LEGEND: n ^ 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST LJ 5 - UEXISTiNG EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 2 - � 22. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF �' z OWNER: - - of GRANT DEED REC. 8 -25 -1993 AS DOG. NO. 1993 - 0556369, O.R. AND ADVISE O E COMP HAS BEEN OR WLL BE RETAI ED TO SUPERVISE OVER ALL GRADING ACTIVITY TION AND STABILITY OF THIS PROJECT. o _ ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, 2 �B EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 3 - - a p If(ENT J. HORNER Mk KIM L HORNER TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO GOING THAT MAY PROVE DEFECTIVE IN - - < m - OF GRANT DEED REC. 8 -25 -1993 AS DOC. NO. 1993 - 0556369, O.R. 1244 BERRYMAN CANYON ED. WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT OF EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 4 OWNER DATE: F- ENCINITAS, CA 02024 EXPENSE WIdATSOEVER TO THE INSTRUCT ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR NEGLECT EXCEPTED. OF GRANT DEED REC. 8 -25 -1993 AS DOC. NO. 1993- 0556369, O.R. __ ENCLNS'M { ) -�� KEN -J. ORNER < BLVD. J 23. FOR ALL APPLICATIONS UTILIZING NON -HEX HEAD BOLTS, 1NCLUtWG, BUT NOT LMTED TO, T- - BOLTS ON aH EXISTING EASEMENT FOR PUBLIC UTILITIES GRANTED TO SAN DIEGO GAS u w MECHANICAL JOINT FITTINGS THE BOLTS AND NUTS SHALL BE COATED WITH A FLUOROPOLYMER CORROSION A ELECT PER DOC. F/P NO. 33448, O.R. REC. 02 -26 -IOU OWNER DATE: V a. iNHIBITING COATING. THE COATING SYSTEM SHALL BE TRIPAC 2000 BLUE COATING SYSTEM, OR DISTRICT NOT PLOTTABLE DUE TO ILIEGABLE DOCUMENT) - _ KIM LOUISE HORNER o © EXISTING EASEMENT FOR ROAD k UTILITY PURPOSES PER DOC. REC. S PROJEC STATUS ADDRESS: T244 BERRYMAN CANYON, ENCMTAS, CA 92024 Z APPROVED EQUAL. THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT PRIOR TO 3 -22 -1971 AS FILE N0. 54587, O.R. ��. X N AMT FOR I INSTALLATION IN THE FIELD. THE COATING SYSTEM SHALL BE APPLIED PER THE MANUFACTURER'S -- - - - - M EXISTING EASEMENT UTILITY PURPOSES CRANTED TO SAN DIEGO • PRIORITY RECOMMENDATIONS. ASSESSOTt'S PARCEL Rid.: 2a2 OEO - 44 A w 1244 BERRYMAN CANYON RD, � .GAS 4c ELECTRIC PER DOG. N0. 62535 REC b- i2 -i961, O.R. ENCINITAS, CA 02024 - . --=- -- - - -- - _ _ _ _ _�_ __ _ _ _ • • ROCK -LINED SWALE TO BE MAiNTA1NED BY OWNERS L SIT ENCINITAS, 2 AS, CA •92 24. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET WITHIN THE COUNTY OF SAN ITEM NO. I SCHEDULE B OF PRELIMINARY TITLE REPORT PREPARED BY OF PARCELS 1 Qt 2 OF TPM 04 -147. ERRYMAN DIEGO SHALL ADHERE TO THE COUNTY$ REGIONAL STANDARD DRAWINGS N0. W -12A AND W -126 FOR VALVE CHICAGO TiTLE COMPANY DATED AUGUST 29, 2003 ORDER N0. - - - - - - - L CANYON WELL COVER AND VALVE W� Fl2AME ANA ASSEM�LY, 33040975 -U50 DOES NOT ENCUMBER PROPERTIES. MAINTENANCE AGREEMENT p OC: LA CLUB DR -- RECORDED DATE: VIZ -08 -0 - - < 0 PROPOSE P�RIyAT� R0 & UTILITY EASEMENT R 25. ALL IRRIGATION METERS SHALL BE 'SERVED VATH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING ❑ DOC. NoText NoText