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2017-13332 I (Plans)GENERAL RIGHT-OF-WAY NOTES 684ML RIGf1T-CF-WAY NOTES (COYTIPLEM STOMIMAIE_R POLLUTION CONTROL BM NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1. NO ACCESS OR NOW SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE 25. PER41TTBE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY TIE CITY CIA EA FILL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR IRO 9*1 BE GIVEN WT LESS THAN 49 ENGINEER O9 HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DST CM "W ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT VALLEYSME DEVEL�AEM AC_ HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 639-2796 OR OR OTHER MATERIALS FROM BECOMING A M/ISANCE OR AYANCE. WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 633-2797, O7 AS STATED ON THE PERMIT. THE STOMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING A WIAWARE CORPORATION 27. TEMPORARY PATCHING O TRENCH IS REWIRED ON LATERAL CUTS IN SURFACED THE WASHOUT LOCATION. 322 ENCINITAS BLVD SUITE 260 2. AT LEAST 49 HOURS PRIOR TO STARTING WaK LM]ERGIRMW SERVICE ALERT (USA) SHALL STREETS IMMEDIATELY AFTER SAOCFILLIAG. AFTER COMPLETION OF THE REFUUING AND MINITA3 447 �4 NOTIFIED BE TIFIED FOR LOCATION LIDERGROIRD UTILITIES AT 1-800-422-4133. THE PROPOSED COMPACTING OF THE BAO(FILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE TZON BITE ACCESS 1 1 016 AREA MUST BE MARKED. IN WHITE PAINT PRIOR TO CONTACTING (US). STANDARD DRAWING DATED SEPTS49M 3% 1996, AND THE REMOVAL OF OBSTRA7TION(SA AB�ZIlI D C�ISiP�f`iION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AHD INGRESS TO SITE ADDRESS ST THE PERMITTEE SHALL PRCMP7LY REPLACE WITH TEMPORARY OR PERMANENT PATCHING PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE L62M MATERIAL SUCH AS 3" CRUSHED ROCK ANWOR 3. ALL WORT( COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A MATERIAL, OR REPAIR ANY PDRTICN OF THE HIGHWAY SLfFALE REMOVED OR DAMAGED BY U'OR ArATEO STEEL PANELS/PLATES. 754 N. COAST WGWAY 101 ' SITE 1 VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS. TIE EXCAVATION, DESTRUCTION OR CONSTRUCTION OPERATIONS. ALL TO THE SATISFACTION ENCINITAS CA 92024 OF THE CITY ENGINEER, AW AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY. T = \ 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SULECT TO AN APPROVED AT HIS OPTION ELECT TO D) THE SURFACING OR REPAIRM HIMSELF.'' IN SUCH CASE THE T 1C FROM BUTTERS AM STORM DRAIN SHALL BE DESIGNATED FOR CONSTRICTION VEHICLES APt 255-023-09 TRAFFIC CONTROL PLAN AND 94LL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE PERMITTEE SHALL BEAR TIE COST OF SUCH NOW. TEMPORARY PATCHING MATERIAL MAY PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MA,CR REPAIRS SHALL BE MADE CITY DSFLCTOR IN COMPLIANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK, LATEST BE LEFT IN PLACE FOR UP TO 30 DAYS BUT MUST BE CNTIDALLY MAINTAINED. OFF -SITE. EDITION REUSED BY BUILDING NEW INC. IN THE EVENT THAT THE INSPECTOR DETERMINES LEGAL DESCRIPTION PROPER TRAFFIC CONTROL IS NOT IN PLACE ALL WORK SHALL CEASE M FER'MITTEE 28. MERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE MOB AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DRAY AUTHORIZED OF SUFACE HAS BEEN REMOVED BY OTHERS THE PERMITTEE SHALL REPLACE IT WITH A MAST BE PROVIDED FOR ALL EROSIVE 503FACES. SLOPED SURFACES ESPECIALLY SHALL BE LOTS 8 Q 9 IN BLOCK 1 OF SOUTH COAST �`✓ REPRESENTATIVE TO ORDER ON THE RENTAL BASIS SUCH TRAFFIC CONTROL DEVICES AS SHALL STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EOSION CONTROL MATS PARK AD. 2 IN THE CITY OF ENCINITASi--- BE NECESSARY AM PROPER TO PROTECT THE PUBLIC SAFETY AND FLRTH 93 AGREES TO PAY ANY SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL S=CTIOt W NEVER IS ADEQUATE CJOW COVER VEGETATION AND BOWED FIBER MATRIX. COUNTY OF SAN DIEGO STATE OF APO ALL COSTS AM CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. GREATER. REFER TO THE MOST COGENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT CALIFOVIA ACCORDING TO MAP VIGNITY MAP SALL BE MADE PURSUANT TO THE SPECIFICATIONS OF TIE ASSIGNED ENGINEERING W W GRADING AND ACTIVITIES ARE ALLOWED DFMET T WEATHER. HEREOF W. 1859 FILED IN THE OFFICE 5. APPLICANT SHALL THAT IT ALL SE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR INSPECTOR. HF THE COUNTY RECORDER OF SAN NOT TO SCALE SUBCONTRACTOR OR ANY OTHER AGENT FE59MZRE FOR CONSTRUCTION OF PQMITTED WOWS DIVERSION DIKES SHALL BE CONSTRUCTED TO CANEL RUOFF AROLM THE CONSTRUCTION SITE. CONTRACTOR DREW COUNTY, SEPTEMBER 21, 1925. WITHIN THE CITY RIGHT -OF -MAY. WITH A COPY OF THE PERMIT INCLUDING THESE STAWARO 29. IF AFTER' THE REFILLING O AN EXCAVATION THE PER ETTEE FAILS OR REFUSES TO SHALL PR07ECT OfAMELS AGAINST EROSION USING PERMANENT AM M43OARY EROSION CONTROL AEASUES. 'CONDITIONS AM A COMPLETE SET OF APPROVED PLANS. THE PERMIT, FLANS AM WOW AREA RES PLACE OR REPAIR THAT PORTION OF THE EFFACE OF THE ROADWAY DAMAGED BY HUM, r . TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER NOW IS IN OR IF THE CITY ENGDEER HAS ELECTED TO DO SUCH RRESU'FACING OR REPADRDMG TIE. REMOVE EXISTING VEGETATION ONLY MEN ABSOLUTELY NECESSARY. LAME PROJECTS SHALL BE GUMUCIO IN W PROGRESS. CITY ENGIEER SHALL CAUSE THE REPAIR TO OCCUR.' AM THE PERMITTEE BALL BE PHASES TO AVOID UMEGESSARY REMOVAL OF THE NATURAL GROAO COVER. DO NOT REMOVE TREES OR SUES OMENS CERTIFICATE 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS GARBED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. LNElE55AR1LY,• THEY HELP DECREASE EROSION. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGDNEER OR GEDLOGIST HAS BEEN OR WILL BE RETAINED (' AM APPROVED PLANS; SLE,ECT TO INSPECTION AM APPROVAL BY THE DIRECTOR OF 30. MEN BORING IS REGUBEO AN ENGIEDED DETAIL DRAWING WILL BE REWIRED FOR TEMPORARY VEGETATION MOST BE PLANTED ON SLOPES OR hWIE CONSTRUCTION IS WT IMMEDIATELY FLAMED TO SUPERVISE OVER ALL GRADING ACTIVITY AM ADVISE ON THE COPACTZNN AM STABILITY OF THE SITE. R� ENGINEERING SERVICES OR HIS DAY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL APPROVAL BY THE CITY EAG EER. ALL OSHA FEGUI-ATIONS BALL BE MET. FOR EROSION CONTROL PL POSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND MATERIALS AM WOW INCLUDING COMPACTION TESTS SHALL BE FURNISHED BY TIE APPLICANT PERENNIAL GASSES TO SHIELD AM BIM THE SOIL. I (WSJ HEREBY AGREE TO INDEMNIFY, DEF'E , AM HOLD CITY AM CITYS OFFIDERS OFFICIALS EMLOMM UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY 31. ALL OB ECTIOWL BORES SHALL BE S SkJECT TO APPROVAL OF THE METHOD IN THE AW AGENTS HARMLESS FROM AW AGAINST ANY AM ALL LIABILITIES MADMS DEMANDS CAUSES OF ACTIONS. THE PERMITTEE. CERTIFICATION SHALL BE MACE BY A CERTIFIED TESTING AGENCY OR FIRM FIELD BY THE ASSIGNED ENGINEERING INSPECTOR ACTING AS THE DULY AUTHORIZED PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE LOSSES, DAMAGES AW COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY ACCEPTABLE TO THE CITY. AGENT OF THE CITY ENGINM. A THOROUGH EXAMINATION OF THE SLBSUFACE COMITIOIS COMPLETE. MAHPER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OMER OR OWNER'S AGENTS, IS A PREREQUISITE. TIE APPLICANT BALL IDENTIFY THE BORE METHOD ON THE PERMIT - EMPLOYEES CONTRACTORS S.BCOWRACTORS OFFICIALS OFFICERS OR RERESENTATIVES FOR ANY AM ALL 7. W HOW WITHIN TIE PUBLIC RIGHT-OF-WAY IS PERMITTED ON SATU DAYS, SUDAYS OR APPLICATION EITHER AS AUGER HAMPER HYORAULIC, ETC, AW SON THE BORE PITS. WATER (SAGE FOR OUST CONTROL SHALL BE MINIMIZED. NOW ORCDSTRXTION COVERED IN THE PERMIT OR COMPECTED DIRECTLY OR INDIRECTLY TO M PERMIT ON HOLIDAYS. ANY DEVIATION FROM RE WOW SCHEDULE RESENTED IN THESE COMITIONS MUST GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. APPROVED PANS 1 IN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. RECEIVE PRIOR WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY QLs 7E T T MA IAL S AUTHORIZED REPRESENTATIVE. ANY GESTDINS REGARDING DAYS CITY HALT. IS CLOSER CALL 32. ALL SUM FACE UTILITIES SHALL BE ACCURATELY SOWN ON THE APPLICANTS SITE A SEGUE PLACE TO PREVENT SEEPAGE AW SPILLAGE. Al - -- ! 9_� 1760) 633-2770. PLAN FOR TWEE' EXCAVATIONSIN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZEO CONTRACTOR SHALL STOW THESE PRMW PRODUCTS ERE THEY WILL STAY DRY T OF THE RAIN. CONTRACTOR SHALL SIGMA r DATE INTERSECTION, 0905SIM INTERCONNECT WIRES OR OTFERW'ISE WERE THE CITY ENGINEER PROVIDE SECONDARY CONTAINENT FOR ALL FUEL STORED ON -SITE. ELIMAATE OR REDUCE POLLUTION O NCLEAN B. W WOW ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AW MAJOR ROADS BALL BE HAS A SPECIAL CO KERN. STOMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY ACLUDE ROIL. PARING MATERIALS ASPHALT L YSTDF DEVELOPMENT INC, STARTEDBEFCiE 7.30 A.M. OR CORTIM,E AFTER 5.00 P. M. ON WEEKDAYS. CONCRETE AGGREGATE BARE. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STONMATER LAMARE CORPORATION 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEKY CONSTRUCTED WITHIN THE PAST FLOES AM STORM GRAIN INLETS. STOCKPILES BALL BE COVERED OR PROTECTED WITH ROIL STABILIZATION ME ENCINITAS BLVD. SUITE 260 9. W WRY SHALL BEGIN BEFORE SOO A.M. OR CONTINUE AFTER SOO P.M. ON PROF ARTERIALS TWO YEARS BALL. BE CATEGORICALLY DENIED. MEASURES AM PROVIDED WITH A TEMPORARY SE01WNT BARRIER AROUND THE PERIMETER AT ALL TIMES. ENCINITAS CA RW24 AND OTHER MAJOR ROADS UNESS AUTHORIZED ON THE PERMIT BY THE CITY ENSIWER. ALL (760) 473-4475 MOW ON PRIME ARTERIALS AND OTHER MAJOR ROADS ALL AS SOWN ON THE CIRCULATION 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MMONLI ENT OR BENCH MAW WHICH ELEMENT OF TIE CITYS GE MAL PLAN WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AM REPLACED BY A REGISTERED MOTORS. EMPLOYEES MO PEW" CONSTRUCTION IN THE CITY OF ENCINITAS BALL BE TRAINED TO BE SOILS_ EMBEERMRS CERTYM4TE 7O THE CITY TRAFFIC ENGINEER WpBE OFFICE CAN BE CONTACTED AT (750) 633-2704. CIVIL ENGINEER OR A LM3CEO LAW SURVEYOR. FAMILIAR WITH THE CITY OF ENCINITAS STOHMMATER POLLUTION CONTROL REQUIREMENTS. THESE BMP MOTES _ BALL BE AVAILABLE TO EVERYONE MOWING ON SITE. THE PROPERTY OMER(S) AD THE PRIME CONTRACTOR D _ LY �MAMADOIU S. DIALLO.�� A REGISTERED CIVIL EMIEER IN THE STATE OF CALIFORNIA, 10. THE ROADWAY SHALL BE CLEAN AW FREE OF ALL OBSTRUCTIONSOBSTRUCTIONSAM COMPLETELY LETELY OPEN TO 35. THE REMOVAL OF ANY AALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS MUST INFORM SUBCONTRACTORS ABOUT STOMWATER REQUIREMENTS AM TWJP OWN RESPONSIBILITIES. PRINCIPAL9IH�ffESP D_ THE FIELD OF APPLIED ROIL MECHANICS HEREBY CERTIFY THAT A SAIPL.IW TRAFFIC AT THE END OF EACH WORKING DAY. 8O LATER THAN 300 P.M. ON MAJOR ROADS. URBAN FOREST MANAGEMENT PROGRAM. GEES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, AND STUDY O SDA L'ONIITTONS PREVALENT WI'MIN THIS SITE WAS MADE BY ME OR INTER MY DEFINED HEREIN, ON CITY PROPERTY, DR MI7HDV CITY EASEMENTS ARE R}-SPED TO AS CITY TREES AND OIRECTIOV OV 1Sol __ AM FOR AN UPDATE fN _U6ZL/�ONE COM R.ETE COPY OF THE SOILS SHALL BE PROTECTED IN PLACE DOING CONSTRUCTION UNLESS SPECIFICALLY APPROVED �l� BE FESPON31BLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED COSTRUCTION REPORT COMPEL FTDY THIS STUDY, WITH MY RECOMENDATIOIS, HAS BEEN SUBMITTED TO THE OFFICE OF 11. TWO -NAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR OTHERWISE. W GRADING, EXCAVATIM OR DISTURBANCE OF CITY TREE ROOT SYSTEMS MATERIALS. DOPING OF UASFD OR WASTE PRODUCTS ON THE GIRDED, MERE WATER CAN CARRY THEM INTO THE CITY EGDNEER, FUATIERMFE, I HAVE REVIEWED THESE GRADING PLANS AW CERTIFY THAT THE MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TMO-WAY SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (TIE AREA FROM THE TRUNK OF A THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. RECOMMENDATIONS IWUDED IN THE SOILS REPORT FOR THIS PRJECT HAVE BEEN INCORPORATED IN THE TRAFFIC PER ITTEE AM DIRECTOR OF ENGINEERING SERVICES SHALL AGES ON AN ADEQUATE TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PRELECTION ON THE GRUM). IF A GRADING PLANS AND SPECIFICATIONS. TRAFFIC CONTROL PLAN PRIOR TO STARTING WOW, WHICH SHALL INCLUDE THE UBE OF A CITY THE IS, NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. W SEEPAGE FROM ANY DUMPSTER BALL BE DISCHARGED INTO STORMA7ER. BERMS/OIKES BALL BE PACED FULL-TIME FLAGMAN. EVEN IF APPROVED IAPROVEAENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE AROUND ALL DUMPSTES TO DIVERT THE NATURAL STORM RURFF. OUPSIIES SHALL BE DECKED FREQUENTLY A OISTU�D UNLESS THE PAN IS REVISED TO ADDRESS THE TREE REMOVAL. FOR LEAKS. DUPSTER LIDS SHALL REMAIN CLOSED AT ALL IDES. OUMPSTERS WITHOUT LIDS SHALL BE A ,) / ^ // r ssz 12. ALL EXCAVATIO`S IN EXISTING PAVEMENT S4LL BE SAW CUT TO MEAT LINES AW AC PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN L uY ,N,(r(o � qT REPLACEMENT BALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DAY .SE. THE TRAFFIC LOOPS BALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WOW IN CONTACT WITH ANY TRASH MATERIAL. {q}-OS-713 y,�pOU S O Ei AUTHORIZED REPRESENTATIVE. THE AREA TO CURRENT CALTR4N3 STANDARD TO DETECT BICYCLES PER TRAFFIC MAMADOU S. DL4LLG DATE OPERATIONS POLICY DIRECTIVE 09-05 AT W COST TO THE CITY. MANY CONSTRICTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT RE W.: 54071 � c� ��� 13. OPEN TRSCH MUST BE BACKFD.LED AND CAPPED WITH AT LEAST 2 OF COLD MIX ASPHALT AW CONCRETE ROD. AM CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MST BE TAKEN EXP. DATE 12/31/19 w g GE 2704 o m OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DARING NO WORKING WURS. METH- TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR AFOMATION ON DISPOSAL OF ExP M-M-PM a PATES ARE RESUMED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AM MUST BE HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE WILDE TOLL FREE AT (MOO 714-1195. FOR INFOPATIOV MAOIL (XNSLTATION G EGINEERINS INC. MAINTAINED. REFER TO THE CITYS STANDARD DRAWING DATED ,ALY 31, 1990. ON LANDFILLS AM TO GOER DAPEAST COUNTY S STERS CALL EDCO AT (760) 436-4151. 10925 COUNTY HARTLEY WOO, SUITE I `^rq °recnNN� "s 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS OLY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AW RECYCLING RECEPTACLES ARCM SANTEE. CALIFORNIA 92071 nr cwU AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD CAWING DATED EROSION CONTROL THE SITE. (619) 2W-7901 SEPTENBER 30. 1996. 1. IN CASE EMERGENGY WRK IS REQUDER CONTACT J" MCLEAN AT (760) 473-4475 JOB / 16-134784 P4 lWUG A DAY. PORTABLE TOILETS MST BE IN AGOODINM MT AM ORDER AW CHECKED PRESENTLY FOR LEAKS. CONTRACTOR D* W TURTLING IFDER GARB ] GUTTER CE OTHER IMPROVEMENTS BALL BE PERMITTED. SHALL PROVIDE CECOOAFRY CONTAINMENT AM LOCALE PORTABLE TOILETS AWAY FROM STDRORAIN INLETS ON IMPPOVEMENTS BALL BE REMOVED AW FWPLAfEO ,LINT TO JOINT. 2. EQUIPMENT AND hOWERi FOR EMERGENCY fORC SHALL BE MADE AVAILABLE AT ALL PERVIOUS SURFACES. TIMES DURING THE RAINY SEASON (OCT(�A 1 TO APRIL 15). ALL NECESSARY M47ERIALS EX VA SASH SAW -CEMENT SLURP MIX AJM BE S AND L BORE AS WELL ALL LATERAL SHALL BE STOCKPILED ON SITE ON OCTOBER f AT CONVENIENT LOCATIONS TO FACILITATE ALL COS77RUDTDXd DEBRIS SALL BE KEPT AWAY FROM THE STREET. GUTTER, AW 070RORAIN. CONTRACTOR LOCATIONS WITHIN PPDE ARORRDEEM MAJOR ROADS AW RLLLETO BE AS WELL AS ALL RAPID COSTRL 1C N OF TEMPORARY EROSION CONTROL MEASURER WHEN RAIN IS IMMDENT. MST ROUTINELY CHECK APO CLEAN DR MATERIAL THAT MAY HAVE TRAVELED AWAY FROM COSTRCTION SITE LOCATIONS h'FIEE THE INSPECTOR DEEMS THE NATIVE MATERIAL 70 BE UNACCEPTABLE FOR USE ' AS BACKFIL. FOR MORE DIFGRMATION ON STORFI'ATER POLLUTION CONTRA MEASURES AW REQUIREMENTS PLEASE CONTACT 3. DEVICES SOWN ON PANE SHALL Wi BE MOVED DR MODIFIED WITHOUT THE APPROVAL TIE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (76O 633-2770. STATEMENT OF EGDNSER OF WORK O 71E ENGINEERING INSPECTOR. _ 17. ERE STALL BE EXERCISED TO OWING. NO RATER, SOIL AW DEBRIS FROM DEPOSITING IN THE UDERSIRED ENGINEER AGREES THAT THE NOW PERFORMED BY THE ENGINEER SHALL COPLY WITH THE GUTTERS STREETS AW STOW .ADS. W WASHING OUT OF MIXES DR C(MKIETE PUPS WILL 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTRA DEVICES TO WORKING OOFA NOTIFICATIONS GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE O'FAOESSIW. THE EMINEER BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE IEFERWD FOR APDE5 ENF/ACEMEN7 AW TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RN-0FF PODUCING RAINFALL. PENALTIES. 1. THE EXISTENCE AW LOCATION OF AVAILABLE UTILITY PIPES AW OUR SHOWN ON THESE PLANE FUSTIER OGEES HIRE THE THE FERFORED HEREIN SHALL BE IN ACWT THE WITH THE ROLES LS 5. 71E CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAYBE WERE EXISTING UTILITIES TI A SEARCH OF AVAILABLE RECEDE. TO O E BEST O OIFR KNOWLEDGE THERE ARE W REGLLATIDNS REQUIRED BY THE CITY TH EWINITLA TO THE EXTENT WHAT THE ENGINEER CITY OF SUCH SB. ANY MIT SHALL Y STRIPING OR MARKINGS DAMAGED GR REMOVED DURMG NE OPERATIONS OF REOUDEO BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION DR EXISTING UTILITIES EX(X:PT AS SHDN ON THESE PAW HOEVER THE LONTRALTDR IS BEQUDEO TO TARE DE IN ITSMANCE. TY S A PUB AGREES THAT ANY PLANS P DR REVIEW PE ENGINFOR%EO BY 5 A CITY O ENCINITAS THIS ATE DE ARTMBE F TOED AW REPLACED IF THE APPLICANT USING 17£ LATEST EDITION UPFORESEEN CIRCUMSTANCES WRILH MAY ARISE PRECAUTIONARY MEASRES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOC47ED AT THE NOW SITE. IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PANS PREPARED BY THE ENGINEER IS WT A DETERMINATDY OF STATE DEPARTMENT O TRANSPORTATION SPECIFICATIONS FOR PAINT DR TIEFMOPASTIC, ALL - IT IS RE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAD) UTILITIES OR BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AM IT TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DLY AUTHORIZED RERESENTATIVE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AW SHALL TAWS NECESSARY PRECAUTIONS TO STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AM LOCATION OF UTILITIES AND NOTIFICATION OF THEREFORE DOES WT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PANS OR DESIGN OF VENT PUEILIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. COM'EWEAEHT OF MOW: IMPROVEMENTS BASED THEREON. THE EGIAEER AGREES TO INDEMNIFY AM HOLD H4RLESS THE CITY OF f9. ALL CONCRETE WOW SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD PREVENT SEWS - LW - (760) 753-0155 ENCINITAS AW ITS OFFICERS AGENTS AW EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION LATEST EDITION, SECTION 201. AM BE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN BALL B. GAS Q 0.ECTRZC - SXE - (7W}ARTS-E200 SOLELY FROM THE NEGLIGENT ACTS ERRORSA OR OMISSIONS OF TIE ENGINEER AND HIS/HER AGENTS OR APPROVED BY THE CITY ENGDEER DR HIS DULY AUTHORIZED iE7PBESENTA7IVE. BE IWOAPOR4TED HEREON. C. MATED - SAN DIEGUITO WATER DI57AID7-]-B00-227-2600 EMPLOYEES ACTING M IiN TIE AW SCOPO OFSUCH AGENCY AW EMPLOYMENT AW ARISING OUT OF TELEPHONE - 59C BELL - (76O-4B9-341f NE WORK PERM TFE 20. TRENCHING FOR ISTALLATIOS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC B. GRADED AREAS AROUND THE PROJECT PERIMETER MST DRAIN AWAY FROM TIE FACE OF E. CABLE TV - COX COMMUNICATIONS-(750N806-9009 X-2233 SHALL BE PROGRESSIVE. WT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY BALL SLOE AT THE CONCLUSION OF EACH WOW DAY. SIGATUE• DATE BE DISTUSW M AT ONE TIME ATHE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY 2. CONTRACTOR BALL NOTIFY THE CITY ENGINEERS OFFICE 46 HOURS PRIOR TO BEGDNDVG ANY BRIDGING OR BACKFILLING. 9. ALL REMOVABLE PROTECTIVE DEVICES SOWN BALL BE IN PARE AT THE END OF EACH WORK ON THIS PROJECT. PONE.• (760-533-2770. BRIAN AROO'IID OFESSI WORKING DAY MEN THE FIVE (5) DAY RAIN FROBABILITY FORECAST EXCEEDS FORTY PASCO LARET SUITER 6 ASSOCIATES 21. WERE STREET AND CO UI S T STATE DEPARTMENT TO T OF HEALTH SERVICES PLACED AT L PERCENT (40%). SILT AM OTHER DEBRIS BALL BE REMOVED AFTER EACH RAINFALL. 3. THE CONTRACTOR BALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. ROC(760) 633-2770. ALL 535 N. HIGHWAY 101 FIVE ALL FEET FROM M T E EDGE S LAID PARALLEL TOT R AD TRAVELED LED ROADWAY. RACED AT LEAST MAW PERFO PED WITHOUT BENEFIT OF INSPECTION WILL BE SU9rFCT TO REJECTION AW REMOVAL. FIVE (5) FEET FROM TFE WRI IN flE PAVEMENT EN GRAOD TRAVELED WESTPPORTION O .N'. i y OTHELINE R OTHER IN TY SEAL BY THE CITY DW T LE T SHALLOWEST PORTION OF ANY (B5B2�-BE>2 PIPELINE DR OD£R FACILITY BALL BE METALLED W7 LESS THAN THIRTY (30 INCHES BELOW "�{ ROE EXPOSE 12-31-17 cP m 0. a m F THE ROADWAY SURFACE. ExO. f2/31/19 a ti SHE15r INDEX 21 WHERE OLND TE �T LEFESERVIV_ AREAFERATI(1NS W AL PIPES �LOEXSTDGUTILITIES SHEET OPSCRIPT7(N IMPERVIOUS {z AREA PRIOR TO COISNRUCTEW 2,454 SF SHALL MAINTAIN A MINI" SEPARATION OF TWEE (3) FEET MEASURED FROM THE NEAREST 1 TITLE SHEET IMPERVIOUS AREA AFTER COSTRUCTIM 2,415 SF P o EIXE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS 2 MASS 6 DETAILS DECREASE IN IMPERVIOUS AREA. SFPUBLIC PASCO CARET SUITER APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 4 LANDSCAPE s IRRIGATION nPERYIous AREA tRtRLACED: 2418 Sc BMP PROJECT STATUS wpm 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE DMFROVED PORTION OF THE & ASSOCIATES HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TBEWR STAWARD s N SPUD-S SALL BE REMOVED FRROM THE RIGHT-�O-WAY. THE R040WAY BALL BE LEFT IN MEAT CIVIL ENGINEERING +LAND PLANNING +UNTO SURVEYING AM ORDERLY CONDITION. 533 North Hd 6wa T01, Ste A. Solana ®each, CA 92Q]5 w m M Y STORM WATER MAINTENANCE AGREEMENT PER axma, 23. ALL ROADSIDE DRAINAGE DIMES SHALL BE RESTORED TO TRUE GRADES AM THE INTAKE ph 558.259.8212 11R 838.259.4812 12leamgimeertvg.cnm CDC; toll _- 1'W4 ti AM OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AM REC; _Lfkj %__ ozazm DEBRIS. --- amour 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AM INTERSECTING WADES AW STREETS S 4U BE LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT KEPT OPEN TO TRAFFIC AT ALL TIAE$.ULESS OTHERWISE APPROVED BY TIE CITY ENGINEER. 25. CLAY AM EARTH WHICH AD EFE TO THE PAVED SURFACE OF THE ROADWAY BALL BE APPROVED BY' LW DISTRICT ENGINEER REMOVED BY HAW SCRAPING WASHIG AM SWEEPING OR BY ANY OTHER METHOD WHICH WILL 770 LEAVE A CLEAN NON-SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SUFFACE. E ( A cJ.' t$E- - _ IR.-1.7- Il P�I� I-PKt ,__ l e.(g !249=1% XTER S. X SON, HNC SIGN DATE SIGN - DATE SIGN GATE N PATE GN DATE DATF CHAWE W. OESMIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS EN NEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ZRN a 2s 21 _ DHr PLANS PREPARED UNDER SUPERVISION OF RE APPaovES IC IMPROVEMENT PANS FOR' 0.50RIPTIOt _PT. 1025 ENC25 _ H I _ / �L� y , " _ -- - -- - - LOCATION AIDLE OF INTERSECTION OF 5. BRLW M. ARWLIW DA 'E R.B" - _ DATE: 1_8 ___._-__. L> t; � 754 N. COAST HIGHWAY 101 13332 �' EL PORTAL sr s La MESA AVE _ p_aNN (n/_n s WWi LTMusraPERu VALLEYSIDE DEVELOPMENT INC R.C.E. Wt 71651 _. RECORD FROM: �,.104166 a 26F21 REV --- - _ 1 APN: 256-023-08 ELEVATIOt 60bY11 DATUt NAVOBB SEN RENR-.pqi __ _- BRIM MICJAEL AROO-IUD EXP.: 12-33-19 DATE/'S."/S. DATE PANPDG CASE W 15-299 TM7 CO/ OR/ MVP SHEET 1 OF 4 PLSA 2435 LDEV-011817-2017 r ..,. r - - II. . •] .. a I.]r I F I r r r - r• •]• r1 r n- ]- r.i LWD DISTRICT ENGINEER IN WRITING ANGLES TO THE SEWER MAIN U'!_ESS 3 FACE AT EACH LATERAL LOCATION BY SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LID 5' APN 256-014_09 i 1 0 VARIES MD. 6" PER LETA& 2. I 3. I 4. I 5.1 6. 7: I 8. 9. I f0. fI. ]. 1 ♦ •I WI ROW 'PROJECT SITE VAR45 _ ;i _ 4' AC:OyEA._+f 0 HT 4k16" r 6" Rxri .W1O/IX. 6"AaWIN --. RX: FLLIiiCUB a PE/R�,,...:7 EX. 6" AC WATER -.'r EX. e'AC WIIBi l� EX, � APRA1( STA 1+70 TO 2+49t 1 APRBX STA Z 70 Nft APPROX. LOCATIN- EX. GAS MAIN - EUROPA ST TYPICAL SECTION NOT TO SCALE No. 71651 p. 12/31/191)) - I rL4 I'. . I a r•T • I -. I I ]. r ...I r I 24 liVi!i.Ia.�(i 01, MONH.w1"I 79 1/ 1 ASi I LINES ARE SIGHTS -OF -MAY, OR AS BEFORE THE R DISTRICT OFFICE .TIVE T CVXMITTEE (MASC) T •M I• W�wl r ]. 30XES; ETCJ THAT ARE EFFECTED BY THEIR THAT ANY ASBESTOS NATO; PIPES A MqN ACCEPTABLE TO THE SAN 01EGO BRASS BE ]ALL BE VILL REMAIN E %MX ED AS 1-6" I -2 3/8" I/" R 2S' R 5-lQ725" ALL 4" AC 2• WAIENED- OYHI 6" BASE XINT 2 -6" R I,. MOD. ROLLED CURB DETAIL NOT TO SCALE ul 12" X 12• RCET IX. INLET - GFF 54.7 7G 54.0 TES 53.9 4' PVC SU��" IE 53.4 PRCPM 6" X 16" FLUSH CURB EX. CONNECTION TO SO MH NOTE: WV -SITE INLET TO BE SET 0.1' ABOVE TG OF EX. INLET TO ACCEPT RLNOFF DISPLACED BY DEVELOPMENT AND DISCHARGE FRON TAIW WITHIN 6 FRIARS SECTION A A NOT TO SCALE FER FLAN EXI:3T. � f3 lEW�M GRIND & OVERLAY DETAIL NOT TO SCALE ROW CL ROW WEST II : 1 H%1 1 EAST 3. 1 4" AC OVER VAR 6" CLASS II AS ,.- 6RAO & OVERLAY 4" AC 0 PER DETAIL THIS SHEET 5" CLASS II A6 EX. 4• AS OVER 6. MASS II AS BRAG & OVERLAY PER 0WG 596-I PER DETAIL THIS SHEET B" THB7( HGC RIBBON GURTFA EX. f0" VCP SEWER-FCC pA9 696'-I PER 147-0-17 •ALLEY TO MAINTAIN 0.% MIN CROSS SLOPE TOWARD RIBBON GUTTER NOTE' FULL WIDTH OVERLAY AT COVXETIDN OF PRO.ECT ALLEY TYPICAL SECTION NOT TO SCALE ThE GUANTITIES LISTED BELLOW ARE PROVIDED FOR REFERENCE ONLY AND 00 NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN IDEPENOEHIT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE IIPROVEND09 FEOUIRED FOR THIS PROI.ECT. ITEM & STD. DWG STOS SYISW. DTY EXISTING RIGHT-0E-NAY SUBDIVISION BOUCARY LOT LINE EXISTING RIGHT -OF -NAY CENTERLINE - — EXISTING EWE OF PAVEMENT EXISTING WATER MAIN -- EXISTING SEER MAIN -..-_.-.S PCC CUTE & GUTTER SORSD G-2 131 LF ._ 4" PCC SIDEWALK SOPSO 6-7 678 SF _. 4" AC PAVING OVER 6" AS MIN. 522E SF SAW CUT LIME 263 LF PROPOSED SEWER SERVICE LWO S-17. 25 & 32 —S—® 6 EA PROPOSED WATER SERVICE WAS WS-02 I EA PROPOSED FIFE SERVICE WAS WF-05 f EA GRIND & OVERLAY } AV_AV _...V_2 193 SF WTAU OECOWTIW PERVIaG SPECS Wau TO nr I-v FLEW am SOk :e• / ] DETAR PAVER DETAIL NOT TO SCALE ASSEVIATI Mi ABBY BOP CGG E FH FL FDA RE LT MAX NH MIN OC PCC RIM RT ROM STA SW TC TOP TYP .. -r• r .. .®, „ _ - ... • AGE• ]-y/ r-rti�. 11 �:cH��M: a. ul�:cH� _ _ . • • • • . • m DI OTATA II[ol INm �I\�t3it({Rri !7[4J�� .-. - ���,���—��r.'��\1o7�.il':.1 I /_. • 1C,�•a."�.� ..._.I ..:.: ...I �- I• 0.17E DATE DATE ). %.I t R.CE. M. 71MI BRIAN MOCHUL AROU.DA OF: 12-31-19 754 N. COAST HIGHWAY 101 VALLEYSIDE DEVELOPMENT INC APN: 25"23-08 13332-1 1SHEET 2 OF 2j PLEA 2435 LDEV-011817-2017 2 a: P STA 1 AD EWTA ! BE CDAST f01 RN/l' r 5TA .73 C IX. STOP MI RDOYEO / YNTNB�HH EA IMr, ❑f STATE OF CALIFOWNIA MOLDER OF AN EASEMENT FOR PUBLIC ROAD AM 11CIDENTAL PURPOSES RECORDED JIAY a 1933, BOOK 2M PALE 296 OF OFFICIAL RECORDS. y ❑2 STATE OF CALIFOFWZA HOLDER OF AN EASEAENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES NECOR0.D AUGUST 20, 19X BOOK 32O PAGE 266 OF OFFICIAL RECORDS. -7165112V31119 r • _'- d' IA0'APEA PER. "..' DETAIL WET 2 Ina 3 €UROPAAPPROX. COCA v 9.lfo Ex 6' AC W44 NI$P ITT m PER WO-70-7 u�r EX e� B q ImR B w ry 9 PLAN VIEW: EUROPA STREET .SfVG 1•ef0• I- - ALLEYSE*M L47EW DATA SE0 NO. UNIT NO. ST STA. OF LATERAL AT MAIN INVERT AT MAIN IE LENGTH OF LATERAL DROP TO MAIN. INVENT AT CO SLOPE N SHOULD ELEV. AT PL DEPTH BELOW PL PAU ELEV. FT. LPSTtEAN KH RIM ELEV. BACKWATER VALVE LEO'0 REMARKS ! 1 B1+Bf. 00 47.46 10.1' 1 3' 46.93 2.1% 54.27 5.34' 54.7 5511 YES 4" PVC 2 2 82+03. 00 47.53 10.1" 1 3' 49. 00 2.1N 04.40 5.40' ".7 55.1 YES 4" PVC 3 CaW ! & 3 82+13.50 47.55 10.8' 1 3- 49.04 2.0% 54.90 5.05' 54.9 55.1 YES 6' PVC 4 CON 2 IT 4 82+20.00 47.58 10.8' 1.3' 49.06 2.0% 54.90 5.84' 54.9 55.1 YES 6" PVC 5 3 82+30. 00 47.51 10.f' 1.3' 49.08 2.1N 5/.56 5.45' 54.7 55.f YES 4' PVC 6 / 82 48.00 47.67 10.2' 1.3' 49. l4 2. 1N 55. f0 5.96' S4.7 55.! YES 4' PVC OEM T APPROVALS �_� r- n 58 EX L °"_ _! a ' '' t a PAR TES VEMENTTSS PER f33322-I HIGhWAY 1 TO BE PRIVATELY MAINTAIMI`-'O PER ENCROACHMENT MNAI14TEN4AMAE B REMOVAL AG9EEMYT PER OCC 3T11�-f�ob_N1 REC i s i8 CLMDATATABLE ❑ LINE LENGTH VEARING RADIUS DELTA CHORD REMARKS Cl 23.63' N59 55'28'N 15.00' 90'16'43' 21. 26' 6' PCC C&G PER SORSD G-2 L1 86.26' N74 56'11'E 6' PCC CGG PER DETAIL SHEET 2 5.50' N29 56'11'E 3.50 90 VO'00' 4.95' 6' PCC C&G PER SORSD G-2 L2 2. 00' N15003'49'N L3 2.75' N74 53'11'E L4 6. 00' N15003'49'N 0 HT 6'x16' PCC FLUSH CURB L5 86.76' N7455'11'E L6 6. 00' N15'03'49'N L7 10.63' M15 51'56'N 6' PCC CM PER SOBO G-f L 5. f0' NO3'45'24'N MOD. ROLLED CURB PER SORSO 6-4A L f6.00' Nf5'04'00'N ' ' LJOI 10.01' 1 N17-42.25-N 'aIIIIIIIiV� APPROX. LOCATION OF Ex. 12' AC WATER MAIN PER RU-70-7 I Q MO. RRL® DAs PER DETAIL SEET 2 Q 4' SEWER LAWK PER LMO S-17, 25 6 32 TYPE II Q 6' 6EHR LAMMI PER LID S-17. 25 & 32 TYPE II SBA31 CA. PER LID STD ONG S-25 O5 ND. 6" PCC = PER DETAIL SLEET 2 © SIDEWALK PER S75) 6-7 O7 DNWCT TO DETALL 2" WATER SERVICE PER WAS NS-02 AT OWNER E,APEKE O8 016TRIcr TO DETALL 4" FSPE SMVTCE PER WAS MF-OS AT OMERS FJ0'EIEE O PVT STREET TREE PER LANDSCAPE ®SILEWNX LN]ERDRAIN PER SOEO 0-27 11 m PER WED G-1 n n (*CUB & Gurrs PER ww G-2 �� ym MR s w W[@jj mryd -yp�`N LDv{RN C N IFT �l11 N m� � y m mp via �b �m ��LT VV�11 •��. SC`�L^ � [n �� � nCl n� 1��Mj ys��' � �� � � qyy � 2t�� 1. m' TR98Irrft a L i *7 & ! f �f�NY. NOTE: PLAN VIEW: ALLEY aPFlO6ECTo(SAWDm AT SEE LEFT SCALE 1" f0' ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SLPERVISION OF RE APPROVED: A OR DATE �, g.I$ /3%X4 754 N. COAST HIGHWAY 101 1 •..• 2�� s NOWAK - -- -- IS L. MA u VALLEYSIDE DEVELOPMENT INC R.CE. NO.: 71651 APN: 256.023-08 EXP: f2-31-19 _ DATES-/8"' DATE /�9 iVB pLANNENG CASE pD. 15-xn9 rMX mpl LW MlP SHEET 3 OF PLSA 2435 LDEV-011817-2017 W J J 2 'MCOL1 TREES �AINERS� /�Ty-�1MATWE� • ar Ro. .+a z u enl m MSFRTiUS� RTMUSEUNY RaDi RARw aio 6TE0% mI¢D R L MP NE IUATU0E0¢E Wtll�.�NEVV wTustaeOinNICPVCO%MOXXWE CCNLIXEP °IEML °VANRY R_ NXII 16dLL.lrx%N A L -6WIFLWI.fAAGue9LoxoEAMeILIOxI 6GPLP'Ha2N1 7 L BLVEG NAGGPP3 ® -MA4£HWECLOWI 6GA-RHa3w 4 L dVE°lGW FMYE FFBTX'A6MICA4lNI1BWPl 1GAL. RHn 2M 6 L ® azuE FEECDE r l rra.CAErwmu+GINATAI 6GAL HNX 3M 4 M / Onc NTREE Q' 1GAL. P'HA2m 6 L ALOEVRDEV °"1L0L9 xnn GROUBomNER CHASE PLUL$®e"OC. dJS. F. M MO EAN ALVE NVTE ALL LAN WF£M M HAVE MWAAIM a DEEP MEDNM FMESHRELDED BARK AWLCH SPREAD EVENLY TROUGH V(, ryFIGL EUROPA STREET RESIDENTIAL UNIT #1 PIRSTL LFF».6 RESIDENTIAL UNIT #2 FPBTLEVELFF»D SIB RESIDENTIAL UNIT #3 ADAPTABLE UNIT RFaTLE4EL EF».e RESIDENTIAL UNIT #A 7IIOTLVELFF655 PLANTING 8L PAVING TOTALS: FIELDADJLISTALL SPRINKLERS TOELIMINATE OVERSPRAYONTO SIDEWALKS OUTDOOR WATER USE NOTE: OR DRIVEWAYS TOTAL LOT SQUARE, FOOTAGE: 9,028 SF TOTAL NOTE: A WATER BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO SECTION 5.304 MAINUNE & LATERALS SHOWN IN PAVING FOR CLARIFICATION PURPOSES ONLY ORNAMENTAL LANDSCAPE IN RIGHT OF WAY: 169.2 SF TOTAL INSTALL ALL PIPE AND EQUIPMENT IN PLANTING AREAS WHEREVER POSSIBLE. INSTALL ALL PIPE UNDER PAVING IN PVC SCH 40 SLEEVES. INSTALL PC$ MOISTURE CONTROL NOTE: ORNAMENTAL LANDSCAPE ON SITE: 710.9 SF TOTAL/ 7.8% SCREENS AT IRRIGATION HEADS ADJACENT TO HARDSCAPE. LOWER LEVEL(GARAGE &STREET LEVEL): 868.9 SF TOTAL THE LANDSCAPE IRRIGATION SYSTEMS SHALL BE DESIGNED TO PREVENT UPPER LEVEL (2ND FLOOR LEVEL): 42 SF TOTAL GRADING NOTE: SPRAY ON STRUCTURES. EXTERIOR ENTRIES SUBJECT TO FOOT TRAFFIC OR WIND -DRIVEN RAIN SHALL BE DESIGNED TO PREVENT WATER INTRUSION INTO ENHANCED PAVING ON SITE: 1,425.2 SF TOTAL/15.7% NOTE: ALL LANDSCAPE AREAS SHALL BE FINISHED GRADED TO REMOVE THE BUILDING PER COG SECTION 5.407.2.2.1 GARAGE LEVEL: 340.1 SF ROCKS AND TO ENSURE SURFACE DRAINAGE AWAY FROM BUILDINGS STREET LEVEL: 1086.1 SF PRIVATE IRRIGATION NOTE: ![OTAL ON SITE ORNAMENTAL LANDSCAPE & THIS PLAN DEPICTS PUBLIC RIGHT OF WAY IRRIGATION ONLY, REFER TO tN1HANCED PAVING: 2,136.1 SF/23.6% LANDSCAPE PLANS FOR COMPLETE IRRIGATION PLANS DEPICTING PUBLIC AND PRIVATE IRRIGATION PLANS. TOTAL ON SITE ORNAMENTAL LANDSCAPE & ENHANCED PAVING REQ: 902.8 SF/10.0% 50% (451.4 SF) OF REQ. SF MUST BE ORNAMENTAL LANDSCAPE, 710.9 SF PROVIDED COMMERCIAL UNIT #1 FIRST LEVEL FF W8 APN # 256-023.08410 LOTSN&a GRGRS LQTARFA 221 ACRES) °,O]88F NET LOT AREA 021 ACRES I OUSE NOTE: FORA LOCATON ON OR IN PIINING Ni ,REFER TO CML ENGINEER WWINGS. Ka e: AND roCMLMTFWRBORFDN3 nuw RNmHMs RFn"ifliEGSE Ulllltt, FlNISHm SURFACE, SPOT FIEVATHJN,SIAPE9. MIDptNINOE COMMERCIAL UNIT #2 FIRSTLEVELFFSIL4 ROOT BARRIER NOTE: INSTALL ROOT BARRIER MODEL UB 24-2 BY DEEP ROOT 415-781-9700 TYPICAI OR APPROVED EQUAL, INSTALLED IN A SURROUND STYLE INSTILLATION PER MANUFACTURER'S SPECIFICATIONS. NOTE THAT ROOT BARRIER IS REQUIRED TO BE INSTALLED FOR ALL TREES WITHIN 5'-011 OF ANY HARDSCAPE. REFER TO DETAIL L. SHEET L3.0 PRIVATE PLANTING NOTE: THIS PLAN DEPICTS PUBLIC RIGHT OF WAY PLANTING ONLY, REFER TO LANDSCAPE PLANS FOR COMPLETE PLANTING PLANS DEPICTING PUBUC AND PRIVATE PLANTING PLANS. 1 9 z Kee 21 ri IRRIGATION SYMBOL MANL 0 N/A 19 FEB( ® SOL ® YJILF CHAT as KINC BTU. 0 HUN L HUN' DO HUN --� ASA ASA HUN 0 NETj --___-- ASA NosYEMn. ASA Hor SIRE OA HUN SYMBOL MANUF HOME POC ENI TO BUILDIN �TO LAND: (IW REFER TO C STANDARE POC. I PRESSURE CALCULATIONS I LARGEST VALVE: A 3 (4.0 GPM) A1Lmmt T_1E 0 i H- Q O z >O F Q 0 U IAA PUBLIC ROW PLANTING PLAN w=1,� 1 PUBLIC ROW IRRIGATION PLAN ,/&°•10 1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK S-BUILT APPROVALS DESICNEDBV: DRAWN BY CHECKED BY: ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: PT. 1026 ENO 26 LOCATION: MIDDLE OF INTERSECTION OF EL EL PORTAL ST&LA MESA AVE RECORD FROM: ROS NO. 18416/''� ELEVATION S 60.601' DATUM: NAVD88 H .2 INT. PLANS PREPARED UNDER SUPERVISION OF ,DATE: /•'.S•/ti. R.P.E. NO.: E383 M ,THEW 0 EKp,; &30-19 RECO D APPROVED: ST NOWAK CHRIS PHpE�R�L. MA OSKU ,I� ,� ��8 DAB— MTK PUBLIC IMPROVEMENTPIAN FOR. 754 N. COAST HIGHWAY 101 VALLEYSIDE DEVELOPMENT INC APN: 256-023-08 PI 4NNIN(: CAAF Nh 1599° TMI Cf1P/ f)R/ MI IP 13332-I PUBLIC RKs BRIA GATE ¢2g_21 PLANNING - Rsovr•.TnM SR.ENGINEER DATE SHEET 4 O. 4 LDEV-011817-2017