The URL can be used to link to this page

2015-12522-G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION REPORT" PREPARED BY STANTEC CONSULTING SERVICES, INC. DATED MAY 29, 2014, AND UPDATE DATED AUGUST 20, 2015, PROJECT #2007001008 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 12522 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 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 CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 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. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. DESCRIPTION APPROVED 1 DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LARRY TIDBALL AT (949) 923 - 6903,24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY ,SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. BENCHMARK SCALE DESC: #CLSB -021 (STAMPED:5 -44.11 1997) LOCATION: SEE BENCHMARK LOCATION NOTE HEREON HORIZONTAL: AS SHOWN RECORD FROM: ELEVATION: 47.114 VERTICAL: AS SHOWN DATUM: NAVD88 Cl 11. P.C. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD - (760) 753 -3094 B. GAS & ELECTRIC - SDGE - (760) 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 1 (800) 227 -2600 D. TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809, X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SOFT INCREASE IN IMPERV OUS AREA: 0 SOFT IMPERVIOUS AREA REPLACED: 0 SOFT OWNER CHEVRON USA, INC. 145 S. STATE COLLEGE, #400, BREA, CA 92822 PHONE: (714) 671 -3295 (ATTN: DAAIN OWELLEY) \INGOS"Cppv� SITE ADDRESS 540 LA COSTA AVENUE, ENCINITAS, CA 92024 PROJECT APN # 216-030-51,67,69 SITE LEGAL DESCRIPTION SEE SHEET C -4 FOR THE LEGAL Lp COgip pvE SKY LOFT R DESCRIPTION AS SHOWN ON THE SITE SURVEY PREPARED BY EADSON AND ASSOCIATES, INC. OWNER'S CERTIFICATE 5 0 99 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GN GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. `� / VICINITY MAP SIGNATURE: DATE: Z, / N.T.S. DA IN O'KELLEY, ASSISTANT SECRETARY FOR CHEVRON USA SOILS ENGINEER'S CERTIFICATE I,J Tlg� A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR AN UPDATE ON'S # . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS S UDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: 80383 EXP. DATE: 3 -31 -2017 JOB #: 2007001008 COMPANY - STANTEC CONSULTING SERVICES, INC. ADDRESS - 25864 - F BUSINESS CENTER DRIVE, REDLANDS, CA. 92374 PHONE - (909) 335 - 6116 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGRFESTHAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENfIITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE - TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATU DATE: 10/1612015 "- MICHAEL L. BU ESS, P.E. COMPANY - MLB ENGINEE G ADDRESS - 1488 GEORGIA COURT, ROHNERT PARK, CA. 94928 PHONE NUMBER - (707) 585 -1369 RCE EXPIRES - 3/2016 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = < 2'' MAXIMUM VERTICAL DEPTH OF FILL = 13' ' CUT = < 20 C.Y. FILL = 1,000 C.Y. IMPORT= 1,000 C.Y. (ESTIMATED QUANTITIES SHOWN ARE FOR PERMIT FEE CALCULATIONS ONLY) BENCH MARK LOCATION 2.5" CADT DISK IN WEST END OF DRAINAGE BOX INLET IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE HIGHWAY 5, IN THE NORTHWEST CORNER OF NORTHBOUND ON RAMP AND 47 FT. EAST OF BRIDGE MONUMENT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE HIGHWAY 5, AT THE NORTHWEST CORNER OF LA COSTA AVE., AND THE NORTHBOUND ON RAMP TO 1-5,47 FT. EASTERLY OF THE EAST END OF THE LA COSTA AVE. BRIDGE OVER 1-5,9 FT. WESTERLY OF TRAFFIC LIGHT AND 3.5 FT. FROM CURB. PUBLIC WORKS PLANNING AND BUILDING ARKS AND RECREA 0 DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10 -16 -2015 R.C.E. NO.: 41852 MICHAEL L. URGESS, .E. EXP.: 3/2016 f SIGN y ENGINEERING DEPARTMENT APPROVALS VIH � HER GLENN PRUIM / /-- 3- /S'- /L - /- /� DATE DATE BMP PROJECT STATUS STANDARD EGUITO WATER g lNo. 41852 Zo EXP. 3/16 CIQ VIC OFCAL�F CITY OF CARLSBAD PUBLIC WORKS TE' ENCINITAS FIRE DEPARTMENT 435? IGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 3RADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 12522 -G CHEVRON USA, INC. APN # 216 - 030 - 51,67,69 PLANNING CASE NO: 12 -024 ADR /CDP ISHEETI OF 18 a `a a 0 `o a ue U z a N M 0 N c� _a o � N -o OI t °w m � �Q 0� a J N E a� a o E N o > 0 N 0 �o N O U r O 0 E N o � n °o 0 M p O N a x U= J � 0 v U o � U .a 00 0 MO �0 N IN m x o- oC °oMi °000 io 0o o i MO lI C N 0 �t 0 aUi m ♦+ V sa U E W 7 07 O r� O M no O N O N� / N Z CHANGE NO. 0 0 o a N / d WALL :R 70 CIVIL LI IT OF WORK LINE (N) V UTTER AND NG AREA (E) BI SWALES TO REM IN ALL L.S. e DESCRIPTION e EXISTING CHEVRON C� 0:0 C D ( _ -, 'ID— _ -0 cab e 1` APPROVED DATE ❑ 4, ❑ c .......... —LA -COSTA A-VENNI,tE BENCHMARK DESC: #CLSB -021 (STAMPED:5- 44.111997) LOCATION: SEE BENCHMARK LOCATION NOTE ON SHEET 1 OF 18 RECORD FROM: ELEVATION: 47.114 DATUM: NAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN 0 — INSTA 4 FENC TRANSPORTATION (CALTRANS) ISSUED A LETTER ASKING CHEVRON WORK DESCRIPTION e EXISTING CHEVRON C� 0:0 C D ( _ -, 'ID— _ -0 cab e 1` APPROVED DATE ❑ 4, ❑ c .......... —LA -COSTA A-VENNI,tE BENCHMARK DESC: #CLSB -021 (STAMPED:5- 44.111997) LOCATION: SEE BENCHMARK LOCATION NOTE ON SHEET 1 OF 18 RECORD FROM: ELEVATION: 47.114 DATUM: NAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN 0 — INSTA L ESA FENC TRANSPORTATION (CALTRANS) ISSUED A LETTER ASKING CHEVRON WORK AND E C1 TO FIX THE EROSION OF THE SLOPE LOCATED AT THE NORTHERN «;�, APB 216 - 030 -51, 67, 69 PORTION OF THE CHEVRON SITE. WORK RS. E ES THE CHEVRON SITE DRAINS TO THE NORTH WHERE A BIO —SWALE A MIN MUM F 1.6 FILTERS STORM WATER, AND ALLOWS FOR PERCOLATION OF SOME CONSI T OF IGH PEE TLTRATS SE WILL [E TALL AND r� a 2107' aa.c.zsz54 REN. 6-3p'17 SCOPE OF WORK FOR ENTIRE PROJECT SITE DATA / PLANNING DATA ON FEBRUARY 1, 2011 THE STATE DEPARTMENT OF STRUCTURES SITE ADDRESS: 540 LA COSTA AVENUE TRANSPORTATION (CALTRANS) ISSUED A LETTER ASKING CHEVRON TAN. (N� I TO FIX THE EROSION OF THE SLOPE LOCATED AT THE NORTHERN «;�, APB 216 - 030 -51, 67, 69 PORTION OF THE CHEVRON SITE. CITY OF CARLSBAD / CALTRANS R.O.W.: PROPERTY OWNER THE CHEVRON SITE DRAINS TO THE NORTH WHERE A BIO —SWALE GULLY TO ZONING DESIGNATION(S): VISITOR SERVING COMMERCIAL FILTERS STORM WATER, AND ALLOWS FOR PERCOLATION OF SOME ADJACENT SLOPE. WATER, IN LARGER STORM EVENTS THE WATER DISCHARGES DOWN CHEVRON USA ZONING DESIGNATIONS: NORTH CARLSBAD CITY LIMITS THE REAR OF THE SITE ONTO CAL TRANS PROPERTY IN THE CITY STATE COLLEGE - REPAIR AND REPLACE ANY EXISTING LANDSCAPE SOUTH R3 RESIDENTIAL OF CARLSBAD. THIS OVERFLOW HAS CREATED A DRAINAGE GULLY #400 DISTURBED BY CONSTRUCTION OR EROSION. WEST VSC ON THE HIGHLY UNSTABLE SLOPE. IN ORDER TO CORRECT THIS CA 92822 EAST CARLSBAD CITY LIMITS CONDITION CHEVRON IS PROPOSING TO MAKE THE PROPOSED SITE 671-3332 - HYDROSEED PER CALTRANS LANDSCAPE REQUIREMENTS. SEE ATTN: REVISIONS LANDSCAPE PLAN SHEET 3 - WORK TO INSTALL THESE IMPROVEMENTS WILL BE LAND USE: GASOLINE SALES & CONVENIENCE STORE - CONSTRUCTION OF A RETAINING WALL ON THE CHEVRON SITE WORK AREA SIZE: 4,521 SQ. FT. TO PROVIDE SOIL STABILIZATION AT THE TOP OF THE SLOPE. LANDSCAPE AREA: 4,521 SQ. FT. - ALL EXPOSED SURFACES OF CONCRETE DRAINAGE STRUCTURES WILL BE PAINTED, STAINED OR INTEGRALLY COLORED TAN. (N� I «;�, \ !o'%>L) CITY OF CARLSBAD / CALTRANS R.O.W.: PROPERTY OWNER - INSTALL A DOWN PIPE IN THE CURRENT EROSION GULLY TO CARRY THE WATER TO A DISSIPATER AT THE BOTTOM OF THE SLOPE. CHEVRON USA 145 S. STATE COLLEGE - REPAIR AND REPLACE ANY EXISTING LANDSCAPE SUITE #400 DISTURBED BY CONSTRUCTION OR EROSION. BREA, CA 92822 (714) 671-3332 - HYDROSEED PER CALTRANS LANDSCAPE REQUIREMENTS. SEE ATTN: TOM WHITE LANDSCAPE PLAN SHEET 3 - WORK TO INSTALL THESE IMPROVEMENTS WILL BE CARRIED OUT ARCHEOLOGIST CALTRANS PCR SERVICES CORPORATION CALIFORNIA DEPARTMENT OF 2121 ALTON PARKWAY, #100 TRANSPORTATION, DISTRICT 11 IRVINE, CA 4050 TAYLOR ST. M.S.242 (949) 753 -7001 SAN DIEGO, CA 92110 ATTN: FATIMA CLARK ATT: KEN JOHANSSON PH: (619)- 688 -6998 WITH THE MINIMUM DISTURBANCE OF THE SOILS. PROJECT APPLICANT /ARCHITECT - THE CORRUGATED METAL PIPE WILL BE BLACK - CONCRETE SLURRY, SHOTCRETE CONCRETE THURST BLOCKS, OR STANTEC ARCHITECTURE SOIL CEMENT (IF USE WILL BE INTEGRALLY COLORED TAN 38 TECHNOLOGY DRIVE SUITE #100 - EROSION CONTROL SEEDING SHALL INCLUDE BONDED FIBER IRVINE, CA. 92618 MATRIX (949) 923 -6903 ALL WORK INDICATED WILL BE CARRIED OUT AS OUTLINED IN THE EXTENDED PHASE I (XP1) ARCHEOLOGICAL REPORT PREPARED BY PCR SERVICES DATED SEPTEMBER, 2014 AND ESA ACTION PLAN AN ESA ACTION PLAN PREPARED BY PCR SERVICES WILL BE IN PLACE FOR THIS PROJECT, THIS DOCUMENT DIRECTS ALL ACTIVITIES IN THE WORK ZONE AND ACCESS AREAS TO AVOID CULTURAL IMPACTS. ARCHEOLOGIST AND NATIVE AMERICAN MONITOR IS REQUIRED AT ALL TIME ON SITE DURING CONSTRUCTION. LEGEND CITY OF CARLSBAD CALTRANS (STATE OF CALIFORNIA) �EAPPLIC.ANI SHALL OBTALV AND PROVIDE A COPY OF Ch L IRAN S ENCROACNM ENT PERMIT PR10/i TD COM/NENCSNG [.JORK, LIMIT OF WORK STAGING AREA NOTE: ENCINITAS/ CARLSBAD ENCINITAS WILL BE DOING THE INSPECTION OF BOTH PROJECTS — NO REPORTS TO CARLSBAD WILL BE REQUIRED. UNLESS REQUESTED CALTRANS/ CARLSBAD CALTRANS WILL BE INSPECTING THE WORK IN THEIR RIGHT OF WAY AREAS AND PROVIDING REPORTS TO CARLSBAD & ENCINITAS CALTRANS CALTRANS WILL WORK WITH ENCINITAS & CARLSBAD AS NECESSARY PLANS PREPARED UNDER SUPERVISION OF gg DATE: 9 -09 -15 R.A. NO.: C -26259 LARRY TIDBALL EXP.: 6 -30 -17 NORTH 0 15' 30' 60' SCALE: 1"=,30'-O" ENGINEERING DEPARTMENT APPROVALS REC M APP V A HER GLENN PRUIM / -/s DATE DATE (949) 923 -6190 FAX ATTN: LARRY TIDBALL STRUCTURAL ENGINEER EARTH SUPPORT SYSTEMS INC 9685 VIA EXCELENCIA, SUITE #104 SAN DIEGO, CA 92126 (760) 929 -2851 ATTN: ADAM JOHNSON CIVIL ENGINEER AK.B ENGINEERING 1488 GEORGIA COURT ROHNERT PARK, CA (707) 585 -1369 ATTN: MIKE BURGESS LANDSCAPE ARCHITECT STANTEC 38 TECHNOLOGY DRIVE SUITE #100 IRVINE, CA. 92618 (949) 923 -6144 (949) 923 -6121 FAX ATTN: STEVE COOK SHEET INDEX SHEET No. DESCRIPTION 1 OF 18 TITLE SHEET 2 OF 18 SITE EXHIBIT 3 OF 18 GRADING PLAN 4 OF 18 STORM DRAIN PROFILE 5 OF 18 DETAILS 6 OF 18 EROSION CONTROL PLAN 7 OF 18 EROSION CONTROL NOTES AND DETAILS 8 OF 18 LANDSCAPE IRRIGATION SCHEDULE 9 OF 18 LANDSCAPE IRRIGATION & PLANTING DETAILS 10 OF 18 LANDSCAPE IRRIGATION PLAN 11 OF 18 LANDSCAPE PLANTING PLAN 12 OF 18 SITE PLAN VIEW 13 OF 18 PLAN AND ELEVATION 14 OF 18 DETAILS 15 OF 18 DETAILS 16 OF 18 DETAILS 17 OF 18 BEAM SCHEDULE 18 OF 18 GENERAL NOTES Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. ®2005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. Stantec Architecture Inc. ® Stantec 38 TechCA 9 Dr. Irvine, CA 92618 Tel. 949.923.6000 Fax. 909.923.6190 Chevroll www.stantec.com CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 31RADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 12522 -G CHEVRON USA INC. APN # 216- 030 - 51,67,69 PLANNING CASE NO: 12 -024 ADR/CDP SHEET 2 OF 18 cc 0) 0) Q v Y 4 CL F- Lu w Z 2 O M 0 O U uj Z K o 50t Z OW Z mCo0 ��a \ ' FLOOD ZONE: BENCHMARK BASIS OF BEARINGS GRADING LEGEND FEDERAL FLOODPLAIN MAP N0. 06073C1035F„ WITH AN EFFECTIVE MAY 16, 2012 CITY OF ENCINITAS BENCHMARK# CLSB -021 (STAMPED: 5 -44.11 1997) BEARINGS SHOWN HEREON ARE BASED THE ON LA COSTA AVENUE BEING G �Xx XX \ \ \ \ \ \ \ AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY SHOW THIS - '-- EXISTING SPOT ELEVATION \ SITE: AS BEING WITHIN ZONE X, (AREAS DETERMINED TO BE OUTSIDE THE 0.2% FD. 2.5 CADT DISK IN WEST END OF DRAINAGE BOX INLET IN THE NORTHEAST SOUTH 89 °2518" EAST PER CALTRANS MONUMENTATION MAP, ROUTE 11 -SD -5, ~ AND SAN DIEGO RIGHT OF WAY MAP LO -3754 TC` XXXX.XX \ ANNUAL CHANCE FLOODPLAIN) IS NOT IN A SPECIAL FLOOD HAZARD AREA. QUADRANT OF THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE m W 59 ® �T•Q,- .0l PROPOSED SPOT ELEVATION 5 Q \ HIGHWAY 5, IN THE NORTHWEST CORNER OF NORTHBOUND ON RAMP AND 47 FT. EAST; OF BRIDGE. NOTE: { ) INDICATES RECORD BEARING AND DISTANCE N 0° 0' 00" bV TOPOGRAPHIC AND BOUNDARY INFORMATION PROPERTY LINE MONUMENT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF LA ` COSTA AVENUE AND INTERSTATE HIGHWAY 5, AT THE NORTHWEST CORNER OF LA APPROXIMATE LIMIT OF WORK LINE < COSTA AVE., AND THE NORTHBOUND ON RAMP TO I -5, 47 FT, EASTERLY OF BENCHMARK, BASIS OF BEARING, BOUNDARY AND TOPOGRAPHIC INFORMATION THE EAST END OF THE LA COSTA AVE. BRIDGE OVER 1 -5, 9 FT, WESTERLY OF \ SHOWN HEREON IS FROM THE SITE SURVEY PREPARED BY EADSON AND TRAFFIC LIGHT AND 3.5 FT. FROM CURB. - - - - - - - - TOP OF SLOPE x \ -\ \ \ ASSOCIATES, INC., JOB NO. 12 -1409 AND DATED DECEMBER 8, 2012. Exisrl l67 T.O.W. -S9 ` t_1 ` \ ELEVATION = 47.114 (NAVD88) APPROXIMATE LOCATIONS FOR PIPE AND HEADWALL AENCE ------ ----- - - - - -- TOE OF SLOPE G�O�S` ' f I Z x Er�IGP�C�MENTT C'B GRADE BREAK .4ROUN17 GRADING ENLARGEMENT 'A' BETA /�t! /NG -- -- -- -- - -- - -- �SCAL : 1" = 5' CONSTRUCTION INSTALLATION INSTRUCTIONS TO CONTRACTOR: FOLLOWING GPs LOCATIONS ARE FROM THE "PROJECT SITE MAP, FIGURE 3 ", BY W4LL PER - ------------------- - - -------- __ ...... ..-- - - - --- ---------------- ---------- -- .- -------------- _- _.._ - ___.__. PCR SERVICES CORPORATION AND HAVE NOT BEEN VERIFIED BY THE SURVEYOR. ENCR04CA,'WegI7- X LABEL STORM DRAIN LINE AG�PEEME.ilT \ 1. ALL CONSTRUCTION SHALL COMPLY. WITH THE RECOMMENDATION AND ABEL �G• NO. �✓(0 -06b- REQUIREMENTS IN THE ENVIRONMENTAL SENSITIVE ACTION PLAN (ESA) FOR 3 472,005.450415 3,660,787.054000 \\ , ,\\ THE WORK SHOWN ON THESE PLAN. STORM DRAIN CLEANOUT o. Re.44AI Ile Cou7V7Y �, \. \` ;, ;r 4 472,002.07i52s \ , . \ \ 3,660,777.907110 RECORDER I , 2. IT IS THE INTENT OF THESE PLANS TO INSTALL THE NEW 'DOWN DRAIN' 472,002.378698 3,660,773.163020 CONSTRUCTION STAGING, EQUIPMENT AND PIPING AND APPURTENANCES IN AND ALONG THE EXISTING 'WASHOUT GULLY STORAGE AREA. iio s `:e ' \ , , ,` \ ` ,`, ,\ `, \ ,`, \ \ , , ,s, `` ' FLflWLINE'. THE PIPE ALIGNMENT SHOWN HEREON IS AN APPROXIMATION OF 6 472,003.709775 3,660,783.026640 .,, a4'`QFS •... , , : -kE__: THE INTENDED PIPE ROUTING. THE CONTRACTOR SHALL TAKE WHATEVER 472,005 °450415 3,660 789.647890 t X, ,MEASURES NECESSARY TO FOLLOW THE EXISTING FLOW LINE. NO 14 (E} EXISTING RIM TOP OF PIPE OR RIM OF STRUCTURE:` ;r', - EXCAVATION OF THE WALLS OR SIDES OF THE GULLY TO INSTALL THE PIPE :`. :` \`\ �a \ ] \ \' b.,� IS PERMITTED. (ESA} ENVIRONMENTAL SENSITIVE AREA RTWL RETAINING WALL l} \t ',' \\ ~ NC UTILITIES NOTE t ,, \ 3. ALL ACCESS TO THE WORK ZONE AND CONSTRUCTION OPERATIONS SHALL GB GRADE BREAK SF SLOPE FAILURE I. NG1i BE FROM THE CHEVRON SITE. NO ACCESS SHALL BE ALLOWED FROM THE G 2,0.5.1.`) _ SAN DIEGO FREEWAY OFF RAMP RIGHT -OF -WAY. (N) NEW TG TOP OF GRATE `,, t, \',,,`,•t,,, `, „',' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND /OR TOB TOP OF EARTHEN BERM ° 4. ALL EXPOSED SURFACES OF CONCRETE DRAINAGE STRUCTURE SHALL BE NG NATURAL GROUND ` !'' \ STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF \ /C g PAINTED, STAINED OR INTEGRALLY COLORED TAN. :o.o-r ,' ,�' I `; , ` I i ; ,', 1 '! ' - '`' /'. '` i5 ' "^ AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING r TOE TOE OF SLOPE SDRSD SAN DIEGO) REGIONAL ' / 5. THE CORRUGATED CMP PIPE SHALL BE BLACK. UTILITIES EXCEPT AS SHOWN. THE CONTRACTOR SHALL ASCERTAIN THE TRUE +.. /, / STANDARD DRAWINGS °I�I�..f - 1. / ee/ \\ VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE TO BE USED OF ANY TOP TOP OF SLOPE 6, CONCRETE SLURRY, CONCRETE THRUST BLOCKS, OR OR SOIL CEMENT (IF UNDERGROUND U11L..ITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY TOW TOP OF WALL .. of T.b W ;58.0 " " Yb r / USED) SHALL BE INTEGRALLY COLORED TAN. PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. i , :.t ,.A ,: �� :,t', �l , , °E 12 t tl A`VA `VA t.`i l •2v.R, , /kG V i TG 57.5 ._ xs :\ i 7. EROSION CONTROL SEEDING SHALL INCLUDE BONDED FIBER MATRIX. KEY NOTES Ro(FLO 01 560 D�7Wt�kI�{4,'f9i``','`t a gas •, , A , e, kY,St ` `�♦`A'`,fit 1,t \`��` �S� I `.�, �A. ��OE2 CD 1 APPROXIMATE LIMIT OF W ORK REFER TO PROJECT SITE MA P, FIGURE 3, B Y PC R b `, `\ `; `, r I f .ti °„ � ,. / `t` ` , t • v b, ` . A ` \ ; y `, . . '. ` `\`` 1 h a3' r� � > �� n � , . POE" SERVICES CORPORATION. NOTICE TO CONTRACTOR: s" F T0 VLB ENGINEERING GENERAL CONSTRUCTION NOTES: 2. CONCRETE ENERGY DISSIPATER PER SDRSD D -41A AND D -41B. SEE SHEET 5 OF 18. i ? e t\\ 1, THE LOCATIONS OF THE EXISTING UNDERGROUND UiILIFIE :S SHOWN HEREON ARE AN \ 3. 15" CORRUGATED METAL PIPE. (15" CMP DOWN DRAIN). SEE SHEET 4 OF 18 FOR COORDINATE IN FIELD THE 6 SDR -35 T.O.W. 60,.1 ALL DIRECT IMPACT TO CULTURAL APPROXIMATION OF THEIR ACTUAL LOCATION. THE OWNER OR ITS REPRESENTATIVE HAS T5 \ ... PROFILE. STORM DRAIN PIPE LOCATION WITH THE FL; 56.5 t,`, },. I \' Y�.3° \ RESOURCES SHALL BE AVOIDED DURING NOT VERIFIED THE ACTUAL UNDERGROUND UTILITY LOCATIONS. THE CONTRACTOR SHALL SKEW TIE BACKS. CONTACT EARTH (FG 51.01" ' ^�" ` \ ` \`,.. ;\ :\` CONSTRUCTION THROUGH THE MONITORING DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE: COMMENCING 4, PIPE SLOPE ANCHORS SPACING TO BE DETERMINED IN THE FIELD. MINIMUM SPACING a\ A SUPPORT SYSTEMS AND MLB ENGINEERING T0. ;1 Il,;; I'" t; 13 ; , , ,, BY A QUALIFIED ARCHAEOLOGIST AND WORK. FAILURE TO PHYSICALLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITY SHALL BE ONE EVERY 6 -FEET VERTICAL. ELEVATION. ANCHORS ARE REQUIRED AT ALL W62.o, Y WITH ANY CONFLICTS. ;_,; e , ii "�` Ii'� "� `• ' ��'`'� `�� : `� �� NATIVE AMERICAN MONITOR. PRIOR TO COMMENCING WORK, THE CONTRACTOR AGREES TO ASSUME ALL LIABILITY FOR VERTICAL AND HORIZONTAL ANGEL POINTS. FL 5`(3.5 i „; ' \ 1 Ot " `,'„ ,';`,I ' r' ". ` \ ANY AND ALL DAMAGES WHICH MAY OCCUR. (FG 51,Ot) `I OSQ(45. )�i�H D� \ 5. CABLE ANCHOR SYSTEM PER CALTRANS STANDARD PLAN D87C. STRUCTURAL. ENGINEER 2. ALL UTILITY COMPANIES, CALTRANS, CITY, COUNTY AND LOCAL AGENCIES SHALL BE TO PROVIDE DETAILING AND CALCULATIONS BASED UPON SITE SPECIFIC PARAMETERS. R ; 12 ;, \ ", ', ` \ '`,`, \`.,°. \•,\ . ",' NOTIFIED PRIOR TO THE CONTRACTOR PERFORMING ANY EXCAVATION OPERATIONS AND GIVEN AN OPPORTUNITY TO MARK THEIR FACILITIES AND LINES IN THE FIELD. 6. IN STALL 15 "X15 °X15" TEE TO ACT AS CLEANOUT. INSTALL WITH 'RISER' VERTICAL AND `%PG',''P,4, }, , \`.'. ,. , \,.\ \ \,; \� :, �, • \ INSTALL REMOVABLE END -CAP AND PLUG. 3. ALL WORK SHALL. BE. PER APPLICABLE FEDERAL, STATE AN LOCAL CODE =- REQUIREMENTS 111 AND OSHA REQUIREMENTS. 7. APPROXIMATE CPS POINTS FOR PIPE ROUTE, AND HEADWALL. REFER TO PROJECT 10 �° . ' ' ` SITE MAP, FIGURE 3, BY PCR SERVICES CORPORATION FOR POINTS. REFER TO POINT :. � i 't � , 1 ``�' n;. �'� r,.' ` ' �A ` -, A t ", ` i A ' � `. V 64 y` t �',` ter}. t `,', v `,'•,`,'.`v t • • y't ` ` \ v CHART SHOWN ON THIS PLAN 13ASED ON SAID SITE 'E MAP BY PCR FOR APPROXIMATE cfn. �, . ,, `1.. (D `.'�}.�` `,', `, FL 63.5E v " ,, FG` x.50 sr .v:` .`. t ` v .A'., `, 4. THE CONTRACTOR SHALL SECURE ALL REQUIRED ENCROACHMENT PERMITS AND ANY vI `` , ,' �, LOCATION OF GPS POINT (X). NOTE, THESE LOCATIONS HAVE NOT BEEN VERIFIED BY A OTHER PERMITS AS REQUIRED BEFORE COMMENCEMENT OF WORK. SURVEYOR. ACTUAL POINTS SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION OF THE PIPE LINE. 11 11 11g R ` `�i 5. THIS PLAN HAS BEEN REVIEWED BY T'HE. CITY OF CARL.SBAD AND CALTRANS OR THEIR AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CO a a;: 's(i �` "'''" v ` `�`fi'� �``'�'y`'``,`', `,'' � � CORRECT 8. RETAINING WALL, REFER TO STRUCTURAL PLANS. REFER TO SHEETS 13 THRU 16 AND R� T "��•',,w, �,,�,,,,v, A ERRORS AND OMISSIONS OR MAKE CHANGES DUE TO CONDITIONS DISCOVERED IN THE SHEET 18 OF 18. �' f. �, \ \ A , , , 1 V `,. , ,. , A , , FG .��, �`� FIELD. THE CITY AND THE CIVIL ENGINEER SHALL. BE INFORMED IN WRITING OF ANY CHANGES OR CORRECTIONS MADE PRIOR TO THE EXECUTION OF SAID CHANGES. 9. DRAINAGE INLET RISER AND CONCRETE INLET STRUCTURE SIMILAR TO CALTRANS 1 A!, 83.50` A �1 _ \�4\,,\ ti `,`` STANDARD PLAN D93B. SEE RISER STRUCTURE DETAIL - A, SHEET 4 OF 18. 6. ALL PROPOSED REVISIONS TO THESE PLANS SHALL BE REVIEWED BY THE GOVERNING n 1 5 =5® \.` S AGENCIES PRIOR TO ANY CONSTRUCTION. REVISED PLANS SHALL BE STAMPED AND 10. CO SDR -35 PVC DRAIN PIPE. CONNECT TO NEW 15 "0 STORM DRAIN. '7 0 °-tea NEW RETAINING WALL SIGNED BY THE CIVIL ENGINEER AND /OR THE GOVERNING AGENCY PRIOR TO ANY CONSTRUCTION. 11, 24" WIDE CONCRETE V -DITCH SLOPE DRAINAGE SCALE PER SDRSD D -75. Paz TOP OF GRATE AS SHOWN ON PLANS. I I� -' 1 e °� \1ti \ 12. 24" SQ. I.D. DROP INLET. SEE DETAIL 'B' HEREON. ° 14 ,'Ej .I \ y1` ' \` 7. CONTRACTOIR SHALL AGREE TO ASSUME SOLE AND COMPLETE RESPONSIBILITY IFOR THE �/ PHOENIX P -41 O5 GRATE &FRAME I 11 E DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY \, - - - - -� JO SITE 24 OR EQUAL. GRATE SIZE PER PLAN. 1 ; I i\ J. , a\ ` OFBALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 13, INSTALL 6 °0 SDR -35 PVC DOWN DRAIN CONNECTION FROM INLET TO 15 "r0 STORM ,b c( eel) /_ , '�.� / �' \ �" �. \.. TYP. I\ DRAIN PIPE BELOW. SEE PROFILE SHEET 4 OF 18. 4 '.._, y,..a ONTR.ACTOR SHALL DEFEND, #4 HOOP CENTERED IN 6" THICK 4_ F �- V AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE G - - INDEMNIFY, AND HOLD HARMLESS THE OWNER, ENGINEER, AND ARCHITECT FROM ANY CONCRETE APRON j I' \< `,`\ \ Q 14. REPAIR OR REPLACE EXISTING CALTRANS RIGHT-OF-WAY CHAIN LINK FENCING PER ` s LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON a d .I \r \ t \ _ CALTRANS STANDARD DETAILS. (LIMITS OF WORK TO BE DETERMINED IN THE FIELD.) °� SIDE- OPENING TO MATCH ADJACENT ti 'a 1 _ ' �` THIS PROJI :CT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE tx ` "` OWNER, ENGINEER, OR ARCHITECT. THE ENGINEER ASSUMES NO IPiESPONSIBILITY EXCEPT 00 CONCRETE 'V-DITCH'. 6 e -I iT_,. P1 r" , , ,. ' , ` �: 15. 6 "4 SDR -35 PVC SLOPE DRAIN PIPE. CONNECT TO NEW 6 "0 S.D. I' tV 1 11 - - - FOR THE ADEQUACY OF THE DESIGN CONTAINED WITHIN. -- - -- v 6"0 INVERT PER ELEVATION SHOWN I ` 3 __ a ' `� - CC p, - - -- ` - - - : - 16. INSTALL POST GRADING COBBLE SURFACE TREATMENT PER PROJECT HYDROLOGY MAP, FL 6(53 '' OF 1 7 ON SHEET ES1.1 (BY OTHERS) I 1 - 1 } ea \ 8. DURING CONSTRUCTION OF THE IMPROVEMENTS, THE SOIL AREAS SHALL BE WATERED IN 1p DRAINAGE AREA 'C'. (ELEVATION VIEW) ` \\ ORDER TO MINIMIZE THE IMPACT OF DUST ON THE SURROUNDING AREAS. s s c�::? .. ` :.rte j�a, _� ti�b\ 3 17. CONSTRUCTION STAGING AREA FOR EQUIPMENT AND STORAGE. � 6 "0 OUTLET PIPE. 1 '.; � m - .. J - - �� -- 9. ALL GRADING TO BE IN ACCORDANCE WITH THE U.B.C. APPENDIX CHAPTER #33 AND 41 52 � r r' - ��sqp �_� r "•'. A CALTRANS STANDARDS.x� 18. RESTORE THIS AREA AND BIOSWALE TO PRE - CONSTRUCTION CONDITIONS AND w #4 REBAR HOOP TOP & BOTTOM 1 I ; , ! ', ! - - _ _ ` ', ` `� ` C( s {1s FUNCTIONALITY. WORK TO INCLUDE BUT NOT BE LIMITED TO; RE- GRADING, z - -- - ._ -.__ __ ._ RE- LANDSCAPING, ETC. SEE 483 -G. x AND AT 18" ON CENTER I 1 �,7 58 - K� STRUCTURES (MANHOLES, T C1V1L �� O 10. CONTRACTOR IS RESPONSIBLE FOR RESETTING, EXISTING STR / z'1 i TQF sa nI CLEAN -OUTS, ETC.) TO REMAIN TO CURRENT GRADE AS NECESSARY. gDFCA�F� 19. 15" HDPE PIPE. (15" HDPE DOWN DRAIN). SEE SHEET 4 OF 18 FOR PROFILE. 0, NOTE: I _ Of co 11. THE SITE SHALL BE UNIFORMLY GRADED BETWEEN POINTS WHERE ELEVATIONS ARE c7 z) 1. CAST IN PLACE CONCRETE STRUCTURE OR APPROVED EQUAL I SHOWN OR BETWEEN CURRENT GRADES OR CONFORM POINTS. /Q Z� �S z 0 6 PRE -CAST STRUCTURE, 1 ' FFL ,67.3E ' `" L � / w Q co 2. PHOENIX IRON WORKS (510) 465 -990fl \ ` 12. INVERT ELEVATIONS AND PIPE INFORMATION MAY ALSO BE SHOWN ON SHEET 3, STORM r s Inc-, C7 0 t\ 1 ( 1 rn Chevron Products Company, y, a division of Chevron U.S.A. nc., owns the copy rights to the design of the herein Z 0 DRAIN PROFILE. described "Extra Mlle" market building as embodies in any tangible or electronic medium of expression including a C9 3. GRATE SIZE PER PLAN. P T „ building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement W z 113. ALL SLOPE REPAIR TO BE CONSISTENT WITH THE LIMITED Gr_-O- TE :CHNICAL INVESTIGATION and composition of spaces and elements In this "Extra Mile" design, but does not include individual standard features m Co O or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have _ REPORT" PREPARED BY STANTEC, DATED MAY 9, 2011 AND ADDENDUM LETTER DATED a written permission of Chevron Corporation. MAY 29, 2014. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 02005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. RECOMMENDATIONS CONTAINED IN SAID REPORT AND ANY ADDENDUMS THERETO. DROP INLET B s $tall( @CAtCillt @CtUf@ Inc. !+ rraa 7n^ ei.t3l >ACh , - �t�n,y„�� 38 Technoloc (CAST IN PLACE CONCRETE STRUCTURE) - 3 O 10 2O 0 6O 80 na3 t 14. ALL DIRECT IMPACT TO CULTURAL RESOURCES SHALL BE AVOIDED DURING �� y Dr. CONSTRUCTION THROUGH THE MONITORING BY A QUALIFIED ARCHAEOLOGIST AND NATIVE vine, CA 92618 N.T.S. _ e3W Rfi RA:C 1 o rN AMERICAN MONITOR. Tel. 949.923.6000 rax. 909.923.619C a :,�s. I .< rv< ,_o , wwwstantec.com SCALE: 1" 20' s, Chevron CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAwN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. MLB/ME ME MLB 14 AS-Aour DESC: #CLSB- 021 -44.11 1997) PLANS PREPARED UNDER SUPERVISION OF RECD APPC yy�V��y�U GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 LOCATION: SEE DATE: 10/16/2015 ��aaa SS# 9 -5664 RECORD FROM: T.toFte HORIZONTAL: 1" = 20' � 12522-G RECD ELEVATION: ROM: 14HMARKLOCATIONNO ---- - R.C.E. NO.: 41852 °` AHER GLENN PRUIM CHEVRON USA, INC. JERTICAL: N A l�� /� /Z - / -/s APN # 216 - 030 - 51,67,69 DATUM; NAVD88 CHA L. BURGE P.E. - EXP.: 03/2016 _ - -- __PATE DATE PLANNING CASE NO: 12- 02_4ADR /CDP _- SHEET 3 OF 1H 70 `CALTRANS R.O.W. - R (CHEVRON PROPERTY) 78't 70 68 - - - - - -- - - -- -I - -- - - -- -' - - 33't 13.,3'± - -- HYDRAULIC GRACIE LINE TOW 63.50 5' 1.5' 3' 4 f 5ff TOP OF RISER 7 66 - -- FG 65.5 'IN FG 165.3 �I' - - - -- „ CAGE' = 64;30 - - -- - -- III 4 . -- ___ - - - - -- --- 66 64 PIPE SLOPE HGL (ABOVE FLOWLINE) 5% i” TG 61.50 FINISHED GRADE EXISTING ,.- 1 \ \ / \\ \\ M� GROUND; - A S SHOWN - - ( � IN INCHES - -- - -- - - -- - - - -- - - - -- - - - - '. \ i - \ \ - - SLOPE TO MATCH �•A \ \ / / \�„ \� / \�f \\ \ - - - 64 18 ,e BRAIN INL /;'\ /\ - \f Jf\r` /, \ /♦ \ fir♦,\` \ \is 18.7% 6.5 - ;- :,f >;''r <; f,j . :, ♦> :�r /� - 18 "'I.D. CONCRETE I \f \f / \f \' \f� \f� \' \rI\ f / \' \� \♦'\ '''\ NCRETE RISER STRUCTURE, SEE - - -- --°-- \ \f \�f \�i ♦ \ \ /� / \ \ / \1\ \ \/ \l \/ r \ \f ;.;> DETAIL 'A' THIS SHEET AND DETAILS /f /f�f /f /j,/ fi ff - 62 60 - - -> 22.3% DROP INLET f _ \, \ \ . r / / . , l : Jf\ \ - - - -- - -- - \., \ \, \ \, \ ON SHEET 5 OF 18 (SIMILAR). / 6.3 \ \ / \ \J \\ \ \f\ \Y\X/ ' \�� \\ \ \; \ �: ; "' \ \ /� \�, \ ,, \ \ / \ / \ / \ / \/\ \/\ / \,r\ %\ RISER SAFETY: CAGE 5g p p -.__._ _____ - - : 20.0% 5.9 / ,�. : :. : ____ __ -,._-\ \ \\ \ \u\ \, , , \ \. \ \ \ p; ____ - ____ __,. - __ - - -. .______ . ___ °_ _. .. .____ ____ _- .- .._ -'- :' - _____ ____ __ :.... ___ - ' " -\ -\ - -v: - \- \. -, - -\ ..,;.,, r -- - ___. ._ - -_ _._ __ _____ - - -- CALTRANS ',/ CHEVRON J/ / \f \/ 7 \r;rr��f \\,\ - ' \ii \� > \\ .- - - __ -__ 58 84.2% 4.5 -_' K: RIGHT -OF -!WAY LINE f rf / ff 56 - - . - - APPROx. /> / / :% /,.: /�i ^ / f , : /, /.. RETAINING WALL \ \ \\ \ \ \ 56 54 39.2% 5,5" - - SEE STRUCTURAL PLANS /j \ /f� //1 :- ;/ f� /` ♦ /�f% : 15 HDPE DOWN DRAIN I - - -- 16.3% a.o ------ - - - - - - -- - _FOR' -/1 „♦ :; \< t, \/\ \ \ -\ \ °'0 / \ /, -- 54 6 SDR -35' PVC _ /� fire : jf\ \ \� \HYDRAULIC IGRADE', LINE \i DOWN DRAIN PIPE \.'X\'� \ \ ^ - -- / 50 / f / -. ... - - - - / /. / -/ - -- PIPE SLOPE ANCHORS SPACING TQ! BE - / \.',,/ \,, -`; \ ., ♦� \l/ /, DETERMINED IN THE FIELD. MINIMUM SPACI r `y\ j \ \jf . ;\ :\ \ \r \r / \ \r \ \ / \ \, \ \� , ...♦ NG - 50 - :�' \ \ \l/ '' \ \♦ \ \`i.'' \ :, 'EXISTING GROUND SHALL BE ONE EVERY 6-FEET VERTICAL - - - I _-ALL \�J ELEVATION. ANCHORS ARE REQUIRED AT ALL 'I =� \`;f o\ \,\ \ /.,, \f \.\ ' \ \;'f - -- r - -;- j -- rr - .r 48 46 ;,\ VERTICAL', AND HORIZONTAL ANGEL', POINTS. / ,/ . \ :/f\ : /i \.'.^ ", 6 °'0 STORM DRAIN I(IN) -- ♦ �. _ \, \ . >, i\ . (MATCH SPRING LINES) - -- - \'... \,/ *'. \% \ DETAIL C BELOW °1^ / ,,, . . �, rGRAVEL FILL / :: /j - - L \ \, \ \ \1 \ \\ \ \ \\.\ \\ R ESA \ \, \ - -- 44 42 - - - -- ;a iPE / - - - - . - - - - -- - \ \ - \, \ ' \ \f�GUIDEL,INES f \`' \f\' \< Y / r -- - -- 15"0 CMP DOWN DRAIN', \, :EXISTING GROUNDf\ 40 - - - v SEE!OETAIL__- B- __flELQW \. \- \ - \ \_ ::€ \', \ ✓ /jf /r/ ♦fJ, /// ��, ''' \ : :'' 40 38 `HYDRAULIC GRADE LINE x\ \,r. / %If% ' LIC ,GRADE L9 \ \\ \ \\ \ C,\ .. \ \; \ \-. \\ \ \l \r. - '\ - -' : n/ f\.. ,,• \�,�rr. > /i \,1 ,,^,r� r /�J /if \f� ; ! �:// .. \f\ � \JJ: - APPROXIMATE LOCATION OF a :,, \/ ;r / / „. /f :.; / /,,I . , /X\ ♦ if ,.. f ,/ : f ,: ,,, /J , - P8 lm ff \ \, \:' \\/ \\/ .....: J \\ \\ \\ \\ , r : \\ \\ \ \ \ / \. \, \\/ / .\ \\ \ ..' \\ \\ 15'°X15 X15 TEE, (CLEANOUT \ \;, \ / \ / \ / / \ \ \J \♦/ \ \,; \f\f, \, 38 36 -, - -- -- - / / ♦ /.. / / ^':\, / - - j - - f : - -WfTt# SfiLtO BOLT - '- -- ' \{„ \ - \\ ; .�L\ -\�. \1 \' << /\ \�\1\< ,/ r \! - - - - -�/ \ - - -- _ - - -- - -- OC)WN LID /', ';.. \ ,�'�. / �`\\ .,.... � ,/\ � \ \ / \ \ , \ '\,�,\ - \,/ \ : ,\ \�l, \�. \ \�: \ - - -- r __- -- - - -- - -- - - -- :- - -- - -- : --------------- -r_ - - -- -- - r -- - 36 \,” ' ! \\ \ \f� \\ \ff / \ \ %\\ \��\�' NOTICE TO CONTRACTOR: 30 - - -- ,,, -- r- - - - - - -- -. -; -- _ - -,- - - r -- -- -- 30 28 CONCRETE -ENERGY 4 ' \�,__ :\ \ \Ir ! \ \1�,< : \ ♦ \ \. r 2° rff / ;/r ALL DIRECT IMPACT TO CULTURAL - DISSIPATER PER S.D.RS.D. D -41A AND D -41B ,/ ., .r: \I ..,\ \r \- \l \�\ \ \ / /� \ \, \, ' \�f \\ \ff \ \/J \ \f \ \ ♦ / \/ RESOURCES SHALL BE AVOIDED DURING 26 - - - - -- - - - -- �5 S.Q. - f \, \a^ CONSTRUCTION THROUGH THE MONITORING - \ , - BY A QUALIFIED ARCHAEOLOGIST \/f -': -- - --' - Q AND //\ I.E. 21.77t! 9/ f \f, \ -. - -- j \ \ / \'r' \ : ^ :,j - f \ \;: , \ \,X\ \\ \ \ \\ \\ \\ \\ NATIVE AMERICAN MONITOR, - 26 - \ /f\ \r 1 f /, - — 7 / ,. , , 22 - - - 18 THICK LAYER F F' - - / ,: ��. - k,,..r\ '\,'\, r\ \ \ - - -- - - - -. - - -- - -- - - -- - - -- R AGING � /f�Y/f l// :', i fJ/ // - - -- - - -- -- - - - - - -- - -- - - - -- -- ' - - - -- - - -- \\ -- - - -__ 22 CLASS ROCK OVER ONE LAYER \j OF-- FILTER!_ FABRIC- PER' r , : f/ f/ ` f/ 20 ' - - \ \ \ - .- ' S.D,R.S,D. 'D -41 A AND 'D -41 B. r >�; /� \ /f'.ff \,f :�/ ff� ;1/ ', /J \,, . - - -- -- - - - - -- -- - r - - -- - - -rr - r..f -- - -- I - - 20 EXISTING MATERIAL TO BE /j� 18 - EXCAVATED- BY HAND l "'. : ,F,' /j� /, ^/ / / /�', \ \ - -- - - 16 -; - = 1. /f if / ./ r.,,_r. /A ,_: 14 - - -- - -- - - 14 �, 0 +00 - -- RETAINING WALL REBAR. REFER 0 +50 1 +00 1 +50 2 +00 TO WALL STRUCTURAL DETAILS. , 2 'f2 "f (TYP) RISER SAFETY CAGE SIMILAR I I TO CALTRANS STD. D93B �C- ALTRANS -- CHEVRON 5.__- CONCRETE COLLAR R.O.W. SITE 6 A-#4 REBAR HOOP "O.C. St;AI..E; 1 " =i0' HORIZ., 1 " =4' VERT. FG 63.30 WATER SURFACE RUNOFF f WALL PENETRATION PER STRUCTURAL �0 12 (TYP) 6" 12 " -- ° r FLOW OVER 9.5" STRUCTURE -7,,° 7_77 RISER ST ', / ' 6 'V /\ �A/ NO. 4100 E3 7 -�4 ° PLANS I d RISER CONCRETE STRUCTURE 15 D GMP EXISTNG GROUND f \ \ DOWN DRAIN i EXP. 3/ I C1Vi� gOFCAL� r HDPE •- TO REMAIN UN- DISTURBED 15" HOPE RISER PIPE ( ) i" , \ , l.D. „__, �' '. ` - #4 REBAR @ 9" O.C. WRAP GRAVEL PIPE % //� �•' t BEDDING WITH ONE LAYER - -- - - - -- -- Chevron Products Company, �\ ; OF FILTER FABRIC a division of Chevron U.5. A. Inc., owns the copy rights r described "Extra Mile" market building as embodies in any tangible or electronic medium \ / \ \''`�� \� /� \ building, architectural plans, or drawings. The copyrighted .material includes the overall "Extra --- - - - - -- - — to the design of the herein of expression including a form as well as the orrangerneni: AROUND PIPE \\ \ Mile" design, but does not GRAVEL PIPE BEDDING / and composition of spaces and elements in this include individual standard features \ or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have TIE RETAINING WALL REBAR TO CONCRETE COLLAR REBAR. (TYPICAL SHALL BE 2" WELL ��; written permission of Chevron Corporation. GRADED DRAIN ROCK 'r \ \ %\ \' 02005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. TOP, BOTTOM AND SIDES, AS OCCURS)„\ \ \ \f /; 15 °0 HDPE DOWN DRAIN t Stantec Architecture Inc. Techna,locy Dr. UUNCRETE COLLAR IL �... .._... ....... ; n�,X. Irvine, CP, 92618 I I "°°°' I STRUCTURE IL c Irvine, wwl. stag[ .6000 Fox. 909.923.6190 N.T.S. SCALE: 1 " =5' i SCALE: 1 " =5' I CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESIGNED BY: DRAWN BY: CHECKED BY: SCALE MLB /ME ME MLB ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. _ DESC: #CLSB -021 (STAMPED:5 -44.11 1997) I' LOCATION: SEE BENCHMARK LOCATION NOTESHT.1O — — PLANS PREPARED UNDER SUPERVISION OF RECD: APP GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 j 18 HORIZONTAL: 1" = 10' DATE: 10/1612015 - # 9 5664 RECORD FROM: .S.S AI ��-� - -_ — ELEVATION: 47.114 — R:C.E. NO.: 41852 I'1A H MAHER GLENN PRUIM CHEVRON USA, INC. VERTICAL' 1° — 4' DATUM: NAVD88 MI AEL BURGE P.E. ` S J 2 �� -/s APN # 216- 030 -51 67 69 71 EXP.: -- 0312016 _ -- --DATE DATE PLANNING CASE NO: 12 -024 ADR /CDP ' ' SHEET 4 OF 18 Co N rn v rn U Y d w z x 0 X x OZ� Z 0 K 00 w_ I: Z of(C ZO w wc7z m000 J ��a •f A re ate CROP wall Channel invert Inlet SECTM A-A NOTES t Design: Equivalent Fluid Press ire (F.ndh lixxAng) = 60 is + For pipe grades Al exceeding 2W mist box moy be osnired. & ff inlet box is onm'tbed comitmet pipe color as shown: 6. thistle noted: otherwise, all reinforcing bar beside shall be fabricated with standard heals. i. Five foot high chain link Fencing, embed past le deep in walls and encase with class 8 mortar. &; In Sandy and Sifty saib a) ROMP and aggregate bm Gutaff well required (it the and of pock apron; bI Filter cloth (PolyRfter X or aquiWdent) shall be installed an native sell tease, minimum 61 1 tL overlaps at joints.. 9, Rip rap and subbase classification shall be as shown on plans.. Revielon B a rroved Data BAN DIEGO REGIONAL STANDARD DRAWING 3RIGINAL. Kerdhew9 7 dd Nekrio 'r :Startoa 13A, 0 r="d T;:StaMon J4 /06 CONCRETE ENERGY DISSIPATER. ?n C;d s Y ' Jih nkwa ifq,5 :?� f3sy i,.h Y 41. xcn y v, 5 ,sue Omrl ,%IAA ��az2RnLE 2s,Sfx:,'., :rkarf'r, £ >' sk rf e. ".r':.5 !tilt",: $ 9A. %£446 fJ r33fdfr}.i »Rtzd y,'• SrKiyr. a"d,} Sekyt£. 5!3f�}:RYS F, 3x1 "rf' a^a 'uir4Kf :1 �!Y SAP-1119R —FIA, ASP RISER FOR UMCGE„ M—LET b` W,3. � W Sf( /i Ri1d.EWQ 3..^y f ,• y ,F�,,��'r'�^. .'. 'Y .,kE )W4�tl/fi2 'fh 3ii f . �°-- r "�. -rz/£, yr.,,.,er. remxEera£. ✓d -?'„ "• y' * STAKES SHALL BE OF SUFFICIENT LENGTH ex '•' TO PROVIDE 6 —FEET Y x MINIMUM EMBEDMENT PER SOILS REPORT RECOMMENDATION. xr DUAIII-12II!, Nm gtp . Y � �y We %uilt� NV fk °gtr v.,y'Sa t AF . T 34 "`" 5T}i }, WO ss yzr,Y?; 4si, ",thy: xP Ki 1, S T »° TU w` m"1 ' /SM1nye a S e;ro :115'2? ed £:!2 iirl iii, u. llFlP n 7 4iifl io`, A it ,P ar <, uH 1? 'X, /6 H/ Or "Ifte, )v xW }`t52 s :arm nr n,r ,a �✓u'hv<ozaxapr fa x rrev �A v Rfzm s< ks,� 131 %5 .alp ,Ya :�a »�?s MO.b'u NCff.' @}`2 F r 4 ✓sx „-'t i, ;Yaw %fv v n » {re � }?zy3 xh+ !n Po 4u ' exn,wzvas Sim ? ✓r4ilr' ..'2.'%3 y ^h•. :.!H%JYf!/ 9,2 {ES AtYZ ;�d ,•, w >'J'63 Ctfffl. D t > u r v If tS u X x y FA✓/1. � p (y f S fi i.'........Y,.....,.1. 4 s]ER SAFETY CAGE DETAIL -Al VA ?f �y'SSpyGFyliZgp`yf.3 :' ?#«9ggw��P,yR�s.3Y." fi).'trgg PRA €RAGE tNL RISER CONNECTIONS W SCAU pax,, �3.6RA"'r�T e$ S 7hsa R f »T islmervLLn i or %1 ;" S;rY_f2 o 4 d" ,x, "rte 4ag j h"YH„ e xS ». x suH7e A 6n TS z eqs £ ✓ sC'.m e!s ?h5 xf -k i>R 4CkMiXi ! f1 rVe, ft� %/43'YAS :v' WifrY. y v ,-hrru ✓ /is' !r v/ £ '. d g„er Y YEm' 'TX »Y �:$R CAS <HrN�}p �:<z #$Sa'MtbPS,fitii CABLE ANCHORAGE SYSTEM M =A1::E J Chevror. products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile' market building as embodies in any targible or electronic medium of expression including a g building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement c 0 and composition of spaces and elements in this "Extra We" deign, but does not include individual standard features Na. 41852 44 or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have Revisum B AO raved Date RW0x# MrD ar THE s ❑IEixi �= r� 1� written permission of Chevron Corporation. SAN DIEGO REGIONAL STANDARD DRAWING REGMAL9UNaARMScoweE77EE � EXP. 3J1 � ( 02005 Chevron Corporation, a division of Chevron US.A, Inc. All rights reserved. CRIGINAL Kerenevnl Stantec Architecture Inc. Chevron Add knife G'. Siur.on a5'US (Ns,,< r Y A �eF it RefamMteE ,Pia�to� nd /as CONCRETE ENERGY DISSIPATEIo.��v, Rf" 'Riye :7�Fe \T'y/�`J�ty4 h Ec e Sia�ton adta9' I - DRAWIN OF CAN-' / 8 TechCAo 92618 ta; _ �.. :'RC,ge iu 33/>> WUMBER� h n �"� wwrw9s antec600r0 Fax. 909.923.6190 _.. CHANGE NO. DESCRIPTION APPROVE® DATE BENCHMARK SCALE ®ESIGNED B r: DRAWN Bv: CHECKED Br: ENGINEERING DEPARTMENT APPROVALS CITY E ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING Q. MLB /ME ME MLB PLANS PREPARED UNDER SUPERVISION OF RECD APP VE GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, C 92024 DESC: #GLSB -021 (sTAMPED:S 44.11 19.87) SSA 9 ®5664 CK (M 20t4 LOCATION: SEE BENCHMARK LOCATION NOTE',SHT 1 OF 18 DATE: 10116/2015 RECORD FROM: K A MAHER GLENN PROM CHEVRON USA INC. 12 - ELEVATION: 47.114 R.C.E. NO.: 41852 , DATUM: NAVD88 PN 215 - 030-51 67 69 SHEET O i$ ICHA L L. B R SS: P.E. EXP.: 0312016-------- ------- __PATE DATE PLANNING CASE NO: 12 -024 ADR/CDP s } CHANGE NO.1 DESCRIPTION I APPROVED IN \ " , ., IN IN \ \\ I 'N ♦ I N. IN I I. 13-11E I \ IN IN IN N, I N I IN 1 0 \ I N \ \\"X IN, N"I\\ N, 'IN J 14 tit AG N N i 1-14 IN, N, NA- I N 1, \11\ I - FSi TOP i N, PORTABLE TOILET LOCATION 12 MATERIAL STORAGE AREA NI WASTE MANAGEMENT AREA To, WAS N, 0 N (CONCRETE) WASHDOWN FUEL FUEL AREA N CONSTRUCTION STAGING, EQUIPMENT AND STORAGE AREA. IN 37, 1 1 1i 67.62 IN \ " , ., IN IN \ \\ I 'N ♦ I N. IN I I. 13-11E I \ IN IN IN N, I N I IN 1 0 \ I N \ \\"X IN, N"I\\ N, 'IN J 14 tit AG N N i 1-14 IN, N, NA- I N 1, \11\ I - FSi TOP i N, PORTABLE TOILET LOCATION 12 MATERIAL STORAGE AREA NI WASTE MANAGEMENT AREA To, WAS N, 0 N (CONCRETE) WASHDOWN FUEL FUEL AREA N CONSTRUCTION STAGING, EQUIPMENT AND STORAGE AREA. ,40,97 37, 1 1 1i 67.62 all, N, NG IN T*Z N, IN IN N- 3VV1 IN IN, IN N N� F- IN 68'ai 1q -A H` X\ N, IMF ' �D, A ,* "N N, NG 0 lilt � re ? NG 1W IN N, 10 IN 'N L W, u,p 6G\ 23, TC gg P IN A <1 t fl IN A N Ali IN EEE N �7 ---- ------- IqE IN 1 vv IN NN, N, 4<- — -------- ..... . - ---- ---- - - 1; GRAVEkBAG N H (CHECK J- 72.25 (wY - ii f -1N, - - - --- ---- --- -- 1 ltn j- , )0.5a 70,59 if�1 72,36 NO EW? M'S 7r 4Y D 7r.76 7i.t - l IW3 F W3 G1 i.02 70,20 63 3 1,kAE hG N6 0 10 20 40 60 80 SCALE: 1" 20' DATE BENCHMARK SCALE DESC: #CLSB-021 (STAMPED:5-44.11 1997) LOCATION. SEE BENCHMARK LOCATION NOTE SHT. 1 OF 18 HORIZONTAL: 1" = 20' RECORD FROM: ELEVATION: 47.11-4 VERTICAL: -N A DATUM: NAVD88 7K SiQ \N,N I IN, IN IN IN IN N ,IN N X 65 E2 -5-W l-53, t. P I IN. DESIGNED BY: DRAWN BY- CHECKED BY:— MLB/ME ME MLB PLANS PREPARED UNDER SUPERVISION OF DATE: 10/16/2015 C.E. NO.: 41852 IMICHAEL E. EKJR(fE—S ,$eff E. EXP.: 03/2016 7� v� Fr. ENGINEERING if - 113 n4� DATE F*093- • • 21*1 KNA I LIMIT OF WORK LINE K1v Q9' CONSTRUCTION ENTRANCE INSTALL FILTER ROLL INLET BARRIER PER DETAIL 1, SHEET 7 OF 18. POSSIBLE LOCATION FOR A MINIMUM 50' X 30' X 12" THICK STABILIZED CONSTRUCTION ENTRANCE. SEE DETAIL 2, SHEET 7 OF 18 FOR DETAILS. POSSIBLE LOCATION FOR WASTE MANAGEMENT/REFUSE BIN LOCATION. FOR ADDITIONAL DETAILS, SEE SHEET 7 OF 18, BMP LIST, WM-5. POSSIBLE LOCATION FOR MATERIALS STORAGE. FOR ADDITIONAL INFORMATION SEE SHEET 7 OF 18, BMP LIST (WM-1) POSSIBLE LOCATION FOR EQUIPMENT REFUELING AREA. FOR ADDITIONAL INFORMATION, SEE SHEET 7 OF 18, BMP LIST, INS - 9, POSSIBLE PORTABLE TOILET LOCATION. DO NOT PLACE ON PAVED SURFACES. PORTABLE TOILET MUST BE TWENTY FEET FROM DRAIN INLETS. SEE SHEET 7 OF 18, BMP LIST, WM-9. POSSIBLE LOCATION FOR 15' X 15' X 18" DEEP CONSTRUCTION MATERIALS WASH DOWN PIT WITH FILTER FABRIC LINER. FILTER FABRIC EDGES SHALL BE HELD IN PLACE WITH GRAVEL BAGS OR OTHER MEANS TO PREVENT MOVEMENT OR MIGRATION. CLEAN AS NECESSARY, INSTALL GRAVEL BAG BARRIER PER DETAIL 3 OR FIBER ROLL PER DETAIL- 5 ON SHEET SHEET 7 OF 18, FOR ADDITIONAL INFORMATION SEE SE-15, AND SE-5 UNDER BMP LIST ON SHEET 7 OF 18. 0 NOT USED, INSTALL GRAVEL BAG CHECK DAMS AT 40' INTERVALS OR AS SHOWN 0 TO PREVENT SEDIMENT TRANSPORTATION. 0 CONSTRUCTION STAGING AREA PER GRADING PLAN. Chevron Products Company, a division of Chevron U.S A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies In any tangible or electronic medium of expression including a ;building, architectural plans, or drawings. The copyrighted material includes the overall form as wed as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features 1 or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have i 0) No. 4185 cn I written permission of Chevron Corporation. Chevron US. A. Inc. All rights reserved. 5 m2005 Chevron Corporation, a division of EXP. 3 St StanteC Architecture Inc. cv`1 38 Technolocy Dr. I:e Irvine, CA 92618 an"" - c C Tel. 949.923.600E Fax.909.923.6190 www.startec.com Chevron ,TMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. I GRADING PLAN FOR: APP 540 LA COSTA AVENUE, ENCINITAS, CA 92024 6L. SS# 9-5664 12522-G CHEVRON USA, INC. z APN # 216-030-51767,69 DATE I PLANNING CASE NO: 12-024 ADR/CDP SHEET 6 OF 18 OD N 0) 0 W 0 z 0 .0 ED Z 30 Z W W (D Z m000 Ea PORTABLE TOILET LOCATION MS MATERIAL STORAGE AREA WM WASTE MANAGEMENT AREA CONSTRUCTION MATERIAL CW (CONCRETE) WASHDOWN FUEL FUEL AREA CONSTRUCTION STAGING, EQUIPMENT AND STORAGE AREA. INSTALL FILTER ROLL INLET BARRIER PER DETAIL 1, SHEET 7 OF 18. POSSIBLE LOCATION FOR A MINIMUM 50' X 30' X 12" THICK STABILIZED CONSTRUCTION ENTRANCE. SEE DETAIL 2, SHEET 7 OF 18 FOR DETAILS. POSSIBLE LOCATION FOR WASTE MANAGEMENT/REFUSE BIN LOCATION. FOR ADDITIONAL DETAILS, SEE SHEET 7 OF 18, BMP LIST, WM-5. POSSIBLE LOCATION FOR MATERIALS STORAGE. FOR ADDITIONAL INFORMATION SEE SHEET 7 OF 18, BMP LIST (WM-1) POSSIBLE LOCATION FOR EQUIPMENT REFUELING AREA. FOR ADDITIONAL INFORMATION, SEE SHEET 7 OF 18, BMP LIST, INS - 9, POSSIBLE PORTABLE TOILET LOCATION. DO NOT PLACE ON PAVED SURFACES. PORTABLE TOILET MUST BE TWENTY FEET FROM DRAIN INLETS. SEE SHEET 7 OF 18, BMP LIST, WM-9. POSSIBLE LOCATION FOR 15' X 15' X 18" DEEP CONSTRUCTION MATERIALS WASH DOWN PIT WITH FILTER FABRIC LINER. FILTER FABRIC EDGES SHALL BE HELD IN PLACE WITH GRAVEL BAGS OR OTHER MEANS TO PREVENT MOVEMENT OR MIGRATION. CLEAN AS NECESSARY, INSTALL GRAVEL BAG BARRIER PER DETAIL 3 OR FIBER ROLL PER DETAIL- 5 ON SHEET SHEET 7 OF 18, FOR ADDITIONAL INFORMATION SEE SE-15, AND SE-5 UNDER BMP LIST ON SHEET 7 OF 18. 0 NOT USED, INSTALL GRAVEL BAG CHECK DAMS AT 40' INTERVALS OR AS SHOWN 0 TO PREVENT SEDIMENT TRANSPORTATION. 0 CONSTRUCTION STAGING AREA PER GRADING PLAN. Chevron Products Company, a division of Chevron U.S A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies In any tangible or electronic medium of expression including a ;building, architectural plans, or drawings. The copyrighted material includes the overall form as wed as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features 1 or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have i 0) No. 4185 cn I written permission of Chevron Corporation. Chevron US. A. Inc. All rights reserved. 5 m2005 Chevron Corporation, a division of EXP. 3 St StanteC Architecture Inc. cv`1 38 Technolocy Dr. I:e Irvine, CA 92618 an"" - c C Tel. 949.923.600E Fax.909.923.6190 www.startec.com Chevron ,TMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. I GRADING PLAN FOR: APP 540 LA COSTA AVENUE, ENCINITAS, CA 92024 6L. SS# 9-5664 12522-G CHEVRON USA, INC. z APN # 216-030-51767,69 DATE I PLANNING CASE NO: 12-024 ADR/CDP SHEET 6 OF 18 OD N 0) 0 W 0 z 0 .0 ED Z 30 Z W W (D Z m000 Ea GENERAL EROSION CONTROL NOTES: 1. ALL. EROSION CONTROL MEASURES, EQUIPMENT, AND MATERIAL SHALL BE PER THE CITY OF ENCINITAS EROSION CONTROL STANDARDS. 2. EROSION IS REQUIRED AT ALL TIMES. 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT, 4. ALL. REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 40 %. 5. AFTER A RAINSTORM, AL_L.. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES AND DE- SILTING BASINS, ETC, 6. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO CHANGE. 7. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 8. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO, TEMPORARY DOWN - DRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WHICH PROTECT CUT -FILL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SLOPE DITCHES TO DE -SILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 9. THE PERMIT AND THE CITY OF ENCINITAS APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND /OR OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE COUNTY OF LOS ANGELES FOR APPROVAL. 10. ALL DISTURBED SOIL SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER GRADING HAS OCCURRED. GENERAL NOTES; 1, FOR CONSTRUCTION ACTIVITY COMMENCING ON AND AFTER OCTOBER 1, THIS EROSION CONTROL PLAN MUST BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. THIS EROSION CONTROL PLAN SHALL BE KEPT ON SITE DURING CONSTRUCTION ACTIVITY AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER BOARD AND /OR LOCAL AGENCY. 3. THE DISCHARGER (RECORD OWNER OR LEGALLY RESPONSIBLE PERSON) SHALL AMEND THIS EROSION CONTROL PLAN WHENEVER THERE IS A CHANGE IN CONSTRUCTION OR OPERATIONS WHICH MAY AFFECT THE DISCHARGE OF SIGNIFICANT QUANTITIES OF POLLUTANTS TO SURFACE. STORM WATER SYSTEM. THE EROSION CONTROL_ PLAN SHOULD ALSO BE AMENDED IF IT IS IN VIOLATION OF ANY CONDITION OF THE GENERAL PERMIT OR HAS NOT ACHIEVED THE GENERAL OBJECTIVE OF REDUCING POLLUTANTS IN STORM WATER DISCHARGES. 4. THE OWNER HAS MADE ARRANGEMENTS FOR MONITORING OF THE SITE TO ENSURE COMPLIANCE WITH THE EROSION CONTROL PLAN. THE ENGINEER AND THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO STOP WORK WHERE A VIOLATION OF ANY WATER QUALITY STANDARD OCCURS OR IS EXPECTED' TO OCCUR. ONLY OWNER AND HIS AGENT SHALL HAVE THE AUTHORITY TO AUTHORIZE: ADDITIONAL WORK EXCEPT IN THE ALTERNATE SITUATIONS WHERE A RISK TO HUMAN LIFE EXISTS OR IS ANTICIPATED. THE OWNER, CONSTRUCTION MANAGER, ENGINEER AND INSPECTOR SHALL HAVE THE AUTHORITY TO STOP WORK AND ORDER ADDITIONAL WORK. 5. THE DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED AT THE END OF EACH WORK DAY WHEN THERE IS RAIN IN THE FORECAST. ALL DEVICES SHALL BE MAINTAINED IN GOOD OPERATING CONDITIONS DURING THE CONSTRUCTION PERIOD. ADEQUATE MATERIALS SHALL BE STORED AT CONVENIENT LOCATIONS ON SITE AND WORK CREWS MADE AVAILABLE TO PERFORM CLEANUP, REPAIRS AND EMERGENCY WORK. 6. REPAIR AND CLEANUP SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER THE RAIN FALL HAS STOPPED. AT THAT TIME, PONDED WATER SHALL BE- PUMPED OR LOWERED AND DIVERTED AWAY FROM THE TOP OF SLOPES. 7. ALL SUMP CONDITIONS SHALL BE PROVIDED WITH SAFE POSITIVE OVERFLOW PATHS. 8. ALL SATURATED SLOPESz SHALL BE STABILIZED WITH LANDSCAPING AND IRRIGATION. (TEMPORARY HYDROSEEDING OR BLOWN STRAW, ETC. AS SOON AS PRACTICAL.) 9. ALL WASTES (INCLUDING EQUIPMENT MAINTENANCE WASTE) DISPOSED AT THE SITE OR REMOVED FROM THE SITE FOR DISPOSAL SHALL. BE DISPOSED OF IN COMPLIANCE: WITH FEDERAL, STATE, AND LOCAL. LAWS, REGULATIONS AND ORDINANCES. 10. THE CONSTRUCTION MANAGER SHALL PLACE HIS OR HER NAME AND CONTACT INFORMATION BELOW UPON RECEIVING THIS EROSION CONTROL PLAN. IN CASE,QF EMERGENCY, CONTACT THE CONSTRUCTION MANAGER,,' - - - - - - - - - - ------ - - - - -- --------------- NAME PHONE NUMBER NOTICE THIS SHEET IS ONLY FOR EROSION CONTROL MITIGATION MEASURES, r' rr�l BEST MANAGEMENT PRACTICE NOTES: THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BEST _MANAGEMENT PRACTICES HANDBOOK. MAY 2011 OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER, BUILDING OFFICIALS OR OTHER AGENCY OFFICIALS.) EROSION CONTROL. EC1 - SCHEDULING EC2 - PRESERVATION OF EXISTING VEGETATION EC3 - HYDRAULIC MULCH EC4 - HYDROSEEDING EC5 - SOIL BINDERS EC6 - STRAW MULCH EC7 - GEOTEXTILES & MATS EC8 - WOOD MULCHING EC9 - EARTH DIKES AND DRAINAGE SWALES EC10 VELOCITY DISSIPATION DEVICES EC11 - SLOPE DRAINS E.C12 - STREAMBANK STABILIZATION EC13 - RESERVED EC14 - COMPOST BLANKETS EC15 - SOIL PREPARATION /ROUGHENING EC16 - NON- VEGETATIVE STABILIZATION TEMPORARY - --- SEDIMENT CONTROL SE1 - SILT FENCE SE-2 - SEDIMENT BASIN SE3 - SEDIMENT TRAP SE4 - CHECK DAMS SE5 - FIBER ROLLS SE6 GRAVEL BAG BERM SE7 - STREET SWEEPING AND VACUUMING SE:8 - SANDBAG BARRIER SE9 - STRAW BALE BARRIER SE10 - STORM DRAIN INLET PROTECTION SE11 - ACTIVE TREATMENT SYSTEMS SE12 TEMPORARY SILT DIKE SE13 - COMPOST SOCKS AND BERMS SE. 14 - BIO- FILTRATION BAGS WIND EROSION CONTROL WE1 - WIND EROSION CONTROL EQUIPMENT TRACKING CONTROL TC1 - STABILIZED CONSTRUCTION ENTRANCE EXIT TC2 - STABILIZED CONSTRUCTION ROADWAY TC3 - ENTRANCE /OUTLET TIRE WASH NON- STORMWATER MANAGEMENT NS1 - WATER CONSEP� ATION PRACTICES NS2 - DEWATERING C'ERATIONS NS3 - PAVING AND GRINDING OPERATIONS NS4 - TEMPORARY STREAM CROSSING NS5 - CLEAR WATER DIVERSION NS6 - ILLICIT CONNECTION /DISCHARGE NS7 - POTABLE WATER /IRRIGATION NS8 - VEHICLE AND EQUIPMENT CLEANING NS9 - VEHICLE AND EQUIPMENT FUELING NS10 - VEHICLE AND EQUIPMENT MAINTENANCE NS11 PILE DRIVING OPERATIONS NS12 - CONCRETE CURING NS13 - CONCRETE FINISHING NS14 - MATERIAL AND OVER WATER NS15 - DEMOLITION ADJACENT TO WATER NS16 - TEMPORARY BATCH PLANTS WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL_ WM1 - MATERIAL DELIVERY AND STORAGE WM2 - MATERIAL USE WM3 - STOCKPILE MANAGEMENT WM4 SPILL PREVENTION AND CONTROL WM5 - SOLID WASTE MANAGEMENT WM6 - HAZARDOUS WASTE MANAGEMENT WM7 - CONTAMINATION SOIL MANAGEMENT WM8 - CONCRETE WASTE MANAGEMENT WM9 - -- SANITARY /SEPTIC WASTE MANAGEMENT WM10 - LIQUID WASTE MANAGEMENT z NIiIV. REMOVE GRATE AND J 12" MINIMUM THICK PLACE 1 LAYER OF SPACING % CRUSHED DRAIN ROCK FILTER FABRIC OVER WRAPPED IN FILTER OPENING AND FABRIC � a& °� >as �°°� ,�gh#8 ^<08.,.� 2 -BAGS REPLACE GRATE. 2» 3 ` ° °O HIGH MIN. ,COURSE AGGREGATE MIN. 30, 8 » -10" DIA. °� 12" THICKo FIBER ROLL p0coN � qa& r°� oo',k , " (SEE FIBER w `°°a x;}0°oa9• �. a° o: o°`pn8a:.° � c� °�c ^ �0o8 °e° , c> y i as j ROLL PER DIVERSION RIDGE DETAIL 5) \ NOTE: � -- 1. USE SAND BAGS PLACED AT REGULAR INTERVALS TO SECURE FIBER ROLLS, IN PLACE OF STAKES, ON IMPERMEABLE SURFACES. 2. REFER TO SE5 - FIBER ROLLS (BMP) FOR ADDITIONAL DETAILS. 3. REFER TO SE10 - STORM DRAIN INLET PROTECTION (BMP) FOR ADDITIONAL DETAILS. FIBER ROLL INLET BARRIER 1 N. ES. - CHANGE NO. NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. f 2. WHEN NECESSARY, WHEELS SHALT_ BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. 3, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. REFER TO TC2 - STABILIZED CONSTRUCTION ROADWAY (BMP) FOR ADDITIONAL DETAILS. CONSTRUCTION ENTRANCE N. -I. S. DESCRIPTION APPROVED DATE BENCHMARK SCALE _ DESC: #CLSB -021 (STAMPED:5 -44.11 1997) LOCATION: SEE BENCHMARK LOCATION NOTE SHT.IOF 18 HORIZONTAL: :I ... ... _ -__2 RECORD FROM: - --- - ---- -- ELEVATION: 47.114 VERTICAL: N_ /A DATUM: NAVD88 BAGS NOTES: 1. REFER TO SE6 - GRAVEL BAG BERM (BMP) FOR ADDITIONAL DETAILS. I. ti. • .! x c 'j BEST MANAGEMENT PRACTICE NOTES (CONT.) SUPERVISQ INSTRUCTIONS: 1. IMPLEMENTATION OF THE PLANS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION SUPERVISOR. THIS PLAN SHALL BE REVISED BY THE CONSTRUCTION SUPERVISOR OR AUTHORIZED AGENT OF THE OWNER TO REFLECT THE CURRENT STATUS OF THE CONSTRUCTION SITE. CHANGES TO THE PLAN SHALL BE SURROUNDED BY A 'REVISION CLOUD'. 2. USING A MARKING PEN, CROSS OUT ITEMS SHOWN ON THE PLAN THAT ARE NO LONGER NECESSARY DUE TO THE CONSTRUCTION OF IMPROVEMENTS, ELIMINATION FROM THE SITE, OR RELOCATION OF THE ITEM. SYMBOLS SHOULD BE ADDED TO THE PLAN TO DELINEATE NEW ITEMS OR RELOCATION ON THE SITE, 3. WHEN MARKING ANY CHANGES ON THE PLAN BE SURE TO NOTE THE DATE ADJACENT TO THE MARKED REVISION. 4. WHEN MARKING ANY REVISION ON THE PLAN, THE SUPERVISOR SHALL NOTE THE DATE ON THE SUPERVISOR'S 'LATEST REVISION' LOG. ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST wip '•i r, I t 1 � �li 1 1 a �� I � � � 1 Ills L �� i1 O 109 : rl � 10' MAXIMUM SPACING WITH A WIRE SUPPORT MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE SILT FENCE NOTES 1, SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE: HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE: SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 4. REFER TO SE1 - SILT FENCE (BMP) FOR ADDITIONAL DETAILS. PLANS PREPARED UNDER SUPERVISION OF DATE: 10116/2015 R.C.E. NO.: _41852 __ 1 MI HAEL . B E , P.E. EXP.: 03/2018' � i ! ... N.T.S. SPECIFIC EROSION CONTROL NOTES: 1, NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 2. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR. 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 %. 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERM AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE' IMMEDIATELY REPAIRED. 5. FILL SLOPES AT THE CONSTRUCTION AREA PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 6. DURING GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 7. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING CONSTRUCTION. SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS - 1 "x 1°' STAKE 8 "- 10" DIA. NOTES: 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3 » -5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 2. REFER TO SE5 - FIBER ROLLS (BMP) FOR ADDITIONAL DETAILS. STEEL OR WOOD POST 36" HIGH MAX. ROLLS FIBER 1 PONDING HEIGHT FLOW 12" MIN. 4 "x6" TRENCH WITH - COMPACTED BACKFILL rt ;1 :Q1N1lIjIr74M' N.T.S. G ExP. 3 1 B k CJ /O 74��00- Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the hekin ° described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements In this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based :hereon must have written .permission of Chevron Corporation. ®2005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. 38 Technolocy \. i Tel. 949.923.6000 �ax. 909.923.6190 w Chevron ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REC ED- APP VET GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 12522 -G HER GLENN PRUIM CHEVRON USA, INC. 2 _ / -/s APN # 216- 030 - 51,67,69 DATE DATE PLANNING CASE NO: 12 -024 ADR /CDP ! SHEET 7 OF 18 00 N 0) U Y Q a I- W W z O M 0 F 0 w? ESTABLISHMENT MONTHLY IRRIGATION SCHEDULE MAY TOTAL 1 MONTH WATER USE JUNE TOTAL 1 MONTH WATER USE JULY TOTAL 1 MONTH WATER USE AUG TOTAL 1 MONTH WATER USE SEPT TOTAL 1 MONTH WATER USE OCTOBER TOTAL 1 MONTH WATER USE R##1RM 2 (126 28 GPM) MINUTE PER DAY g 092 GALLONS RGRM 22 (126.28 GPM) PER DAY g 092 GALLONS RGRM 2 GPM) PER DAY g 092 GALLONS R M 2 26.28 GPM) (1) 6 MINUTE RUN PER DAY g 092 GALLONS 2.00 2 (126.28 GPM) (1) 6 MINUTE RUN PER DAY g 092 GALLONS RGRM 2 (126.28 GPM) (1) 6 MINUTE RUN PER DAY g 092 GALLONS 1.00 ERIODYCTON CRASSIFOLIUS 31 PER WEEK 40/40 12.0 SHRURRIGRnrYR 31 DAYS PER WEEK 10/65 3.00 (126.28 31DAYSIPER WEEK 30/60 2.00 ESCHSCHOLZIA CALIFORNICA 3 DAYS PER WEEK 98/75 #1 LASTHENIA GLABRATA 3 DAYS PER WEEK 90/85 8.00 SHRURS 3 DAYS PER WEEK 90/60 RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA 98/85 RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA 02/55 RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DAY 98/75 RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA 98/75 RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DAY 70/50 RGRM RCV# 3, 7 MINUTE RUN PER DAY 70/50 #2 (22 GPM) 3 DAYS PER WEEK 2.640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,540 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS #2 (22 GPM) 31)DAOYS PER WEEK 2,640 GALLONS TREE BUBBLERS TREE BUBBLERS TREE BUBBLERS TREE BUBBLERS TREE BUBBLERS EE BUBBLERS RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21) (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY #3 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 2 DAYS PER WEEK 10,796 GALLONS #3s WALE 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 2 DAYS PER WEEK 0,796 GALLONS #3 2 DAYS PER WEEK 10,796 GALLONS #3 (WA� 2 DAYS PER WEEK 0,796 GALLONS 5168. GRASSES WALE GRASSES GRASSES WALE GRASSES S168.7 ALE GRASSES GRASSES RGRM R OV5 #74GPM ) (1) 8 MINUTE RUN PER DAY 1 024 GALLONS RGRM R QV5 #74GPM ) (1) 8 MINUTE RUN PER DAY 1,365 GALLONS RGRM RCV# 4 M) (1) 8 MINUTE RUN PER DAY 1,365 GALLONS RGRM RCV# 4 10.67 M) (1) 8 MINUTE RUN PER DAY 1 707 GALLONS RGRM RCV# 4 (10.67 M) (1) 8 MINUTE RUN PER DAY 1,707 GALLONS RGRM RCV# 4 10.67 M) (1) 8 MINUTE RUN PER DAY 11,7 07 GALLONS #4 ANNUALS 3 DAYS PER WEEK #4 ANNUALS 4 DAYS PER WEEK #4 A1NNUALS 4 DAYS PER WEEK 14 NNUALS 5 DAYS PER WEEK #4 NNUALS 5 DAYS PER WEEK #4 NNUALS 5 DAYS PER WEEK TOTAL GALLONS PER MONTH 23,552 GALLONS 23,893 GALLONS 23,893 GALLONS 24,235 GALLONS 24,235 GALLONS 24,235 GALLONS NOV TOTAL 1 MONTH WATER USE DEC TOTAL 1 MONTH WATER USE JAN TOTAL 1 MONTH WATER USE FEB MARCH APRIL TOTAL 1 MONTH WATER USE RGRM RCV# 1,2,51 1 2 (126.28 GPM) (1) 3 MINUTE RUN PER DAY RGRM RCV# 1,2,5,6,8 -12 (1) 3 MINUTE RUN PER DAY RGRM RCV# 1,2,5,6,8 -12 (1) 3 MINUTE RUN PER DAY RGRM RCV# 1,2,5,6,8 -12 (1) 3 MINUTE RUN PER DAY RGRM RCV# (1) 3 MINUTE RUN PER DAY RGRM RCV# 1,2,5,6,8-12: (1) 3 MINUTE RUN PER DAY #1 1 DAYS PER WEEK 3,030 GALLONS #1 2 (126.28 GPM) 1 DAYS PER WEEK 3,030 GALLONS #1 2 (126.28 GPM) 1 DAYS PER WEEK 3,030 GALLONS #1 2 (126.26 GPM) 1 DAYS PER WEEK 1,515 GALLONS #1 2 (126.28 GPM) 1 DAYS PER WEEK 3,030 GALLONS #1 2 (126.28 GPM) 3 DAYS PER WEEK 4,545 GALLONS GRDCVR RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 10 MINUTE RUN PER DAY RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DAY RGRM RCV 3, 7 # (1) 10 MINUTE RUN PER DAY (22 GPM 3 DAYS PER WEEK 2,640 GALLONS #2 TREE 3 DAYS PER WEEK 2,640 GALLONS TREE 3 3 DAYS PER WEEK 2.640 GALLONS #2 TREE 3 DAYS PER WEEK 2.640 GALLONS TREE BUBBLERS 3 DAYS PER WEEK 2.640 GALLONS #2 (2EE 3 DAYS PER WEEK 2,640 GALLONS TREE BUBBLERS BUBBLERS BUBBLERS BUBBLERS BUBBLERS RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21) (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY (168.7 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 2 DAYS PER WEEK 10,796 GALLONS #3 (1NALE 2 DAYS PER WEEK 10,796 GALLONS WALE GRASSES WALE GRASSES WALE GRASSES WALE GRASSES WALE GRASSES GRASSES RGRM RCV# 6 4 (10 67 GPM) 1 4 MINUTE RUN PER DAY 2)DAYS 341 GALLONS RGRM RCV# 4 (10 67 GPM) (1) 4 MINUTE RUN PER DAY 341 GALLONS RGRM RCV# 4 (10 57 GPM) (1) 4 MINUTE RUN PER DAY 341 GALLONS RGRM RCV# 4 (10 GPM) (2 )DAYS MINUTE PER DAY 341 GALLONS R#4 M RCV# 4 (10 57 GPM) (1) 4 MINUTE RUN PER DAY 341 GALLONS RGRM RCV# 4 (10 67 GPM) (1) 4 MINUTE RUN PER DAY 341 GALLONS ANNUALS PER WEEK #4 2 DAYS PER WEEK #4 2 DAYS PER WEEK #4 ER WEEK 2 DAYS PER WEEK #4 2 DAYS PER WEEK ANNUALS ANNUALS LI ANNUALS ANNUALS ANNUALS TOTAL GALLONS PER MONTH 16,807 GALLONS 16,807 GALLONS 16,807 GALLONS 15,292 GALLONS 16,807 GALLONS 18322 GALLONS TOTAL GALLONS PER YEAR- 244,885 ONGOING MONTHLY IRRIGATION SCHEDULE MAY TOTAL 1 MONTH WATER USE JUNE TOTAL 1 MONTH WATER USE JULY TOTAL 1 MONTH WATER USE AUG TOTAL 1 MONTH WATER USE SEPT TOTAL 1 MONTH WATER USE OCTOBER TOTAL 1 MONTH WATER USE RGRM 2 26.28 GPM) (1) 6 MINUTE RUN PER DAY g 092 GALLONS RGRM 2 126.28 GPM ( ) (1) 6 MINUTE RUN PER DAY g 092 GALLONS RGRM 2 126.28 GPM ( ) (1) 6 MINUTE RUN PER DAY g 092 GALLONS RGRM 2 126.28 GPM) ( (1) 6 MINUTE RUN PER DAY g 092 GALLONS RGRM ML;V# 126.28 GPM ( ) (1) 6 MINUTE RUN PER DAY g 092 GALLONS RGRM 2V926.28 GPM) (1) 6 MINUTE RUN PER DAY g 092 GALLONS 3 DAYS PER WEEK #1 3 DAYS PER WEEK #1 3 DAYS PER WEEK #1 3 DAYS PER WEEK #1 3 DAYS PER WEEK #'I 3 DAYS PER WEEK RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DAY RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DAY RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2.640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS #2 (22 GPM) 3 DAYS PER WEEK 2,640 GALLONS EE BUBBLERS TREE BUBBLERS TREE BUBBLERS TREE BUBBLERS TREE BUBBLERS EE BUBBLERS RGRM RCV# 13 -21 (1) 5 MINUTE RUN PER DAY RGRM RCV# 13-21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 8 MINUTE RUN PER DAY #3 GPM) SAS 4 DAYS PER WEEK 10,796 GALLONS 2 DAYS PER WEEK 10,796 GALLONS (168.7 2 DAYS PER WEEK 10,796 GALLONS #3 GRAS.? GPM) 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 2 DAYS PER WEEK 10,796 GALLONS #3 (168.7 GPM) 2 DAYS PER WEEK 0,796 GALLONS GRASSES SSESPM) RASSESPM) GRASSES M ##7 R 0 674GPM) 1 (4 pA MINUETRE RUN PER DAY 853 GALLONS RAM R 0 574GPM) (5)DAYSIN PER DAY 1,067 GALLONS RGRM (10.674GPM) PER DAY (5 )DAYS 1,067 GALLONS RGRM R 10.67 GPM) PER DAY (5)DAYSN 1,067 GALLONS RGRM R 0 97 GPM) PER DAY (5 )DA 1,067 GALLONS RGRM R OV574GPM) (5 MINUTE RUN PER DAY 1,067 GALLONS #4 ANNUALS WEEK #4 ANNUALS PER WEEK #4 PER WEEK #4 ANNUALS PER WEEK ANNUALS SIN PER WEEK #4 ANNUALS PER WEEK ANNUALS TOTAL GALLONS PER MONTH 23,381 GALLONS 23,595 GALLONS 23,595 GALLONS 23,595 GALLONS 23,595 GALLONS 23,595 GALLONS NOV TOTAL 1 MONTH WATER USE DEC TOTAL 1 MONTH WATER USE JAN TOTAL 1 MONTH WATER USE FEB MARCH APRIL TOTAL 1 MONTH WATER USE RGRM V# 1,2,5,6,8-1 (1) 3 MINUTE RUN PER DAY RGRM RCV# 1,2,5,6,8 -12 (1) 3 MINUTE RUN PER DAY RGRM RCV# 1,2,5,6, -12 1 3 MINUTE RUN PER DAY RGRM RCV# 1,2,5,6,8 -12 1 3 MINUTE RUN PER DAY RGRM V - PER DAY RGRM RCV# 1,2,5,6,8 -12 PER DAY )DAYSI #1 2 (126.28 GPM) 1 DAYS PER WEEK 1,515 GALLONS #1 22 (126.28 GPM) 1 DAYS PER WEEK 1,515 GALLONS #1 2 (126.28 GPM) 1 DAYS 1,515 GALLONS #1 2 (126.28 GPM) j DAS PER WEEK 1,515 GALLONS 2 (126.28 GPM) 21 DAYS PER 3,030 GALLONS 2 (126.28 GPM) 21 PER 3,030 GALLONS S/GRDCVR PER WEEK WEEK WEEK RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DAY RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DA RGRM RCV# 3, 7 1 10 MINUTE RUN PER DAY () RGRM RCV# 3, 7 (1) 10 MINUTE RUN PER DAY #2 T22 GPM 3 DAYS PER WEEK 2,640 GALLONS #2 TREE 3 DAYS PER WEEK 2,640 GALLONS #2 TREE 3 DAYS PER WEEK 2,640 GALLONS #2 TREE 3 DAYS PER WEEK 2,640 GALLONS #2 TREE 3 DAYS PER WEEK 2,640 GALLONS #$ TREE 3 DAYS PER WEEK 2.640 GALLONS REE BUBBLERS BUBBLERS BUBBLERS BUBBLERS BUBBLERS BUBBLERS RGRM RCV# 13 -2} (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY RGRM RCV# 13 -21 (1) 4 MINUTE RUN PER DAY #3 GRASSESPM 2 DAYS PER WEEK 10,796 GALLONS #3 PM) GRASSES 1 DAYS PER WEEK 2,699 GALLONS #3 GRASSESPM) 1 DAYS PER WEEK 2,699 GALLONS #3 GPM) 1 DAYS PER WEEK 2,699 GALLONS #3 GRASSES PM) 2 DAYS PER WEEK 2,699 GALLONS #3 (168.7 GPM) 2 DAYS PER WEEK 2,699 GALLONS GRASSES RGRM RCV 4 10 7 GPM) (1) 4 MINUTE RUN PER DAY 341 GALLONS RGRM RCV# 4 (10 67 GPM) 1 4 MINUTE RUN P�AY 2)DAYS 41 GALLONS RGRM RCV## 4 (10 57 GPM) 1 4 MINUTE RUN PER DAY 2)DAYS 341 GALLONS RGRM RCV#g 4 (10 67 GPM) 1 4 MINUTE RUN PER DAY 2)DAYS 341 GALLONS RGRM R1%1g 4 (10 67 GPM) 1 4 MINUTE RUN PER DAY 2)DAYS 341 GALLONS RGRM RCV## 4 (10 67 GPM) (2)DAYSIN PER DAY 341 GALLONS #4 ANNUALS 2 DAYS PER WEEK AANNUALS PER WEEK PER WEEK #4 AANNUALS PER WEEK AANNUALS PER WEEK AANNUALS PER WEEK ANNUALS TOTAL GALLONS PER MONTH 15,292 GALLONS 7,195 GALLONS 7,195 GALLONS 7,195 GALLONS 8,710 GALLONS 8,710 GALLONS HYDROSEED SPECIFICATIONS I. HYDROSEEDING MATERIALS 1. HYDRO SEEDING MATERIALS SHALL ARRIVE AT THE JOB SITE IN SEALED STANDARD CONTAINERS WHICH ARE PROPERLY LABELED BY THE MANUFACTURER(S) OR SUPPLIER(S). 2. FIBER MULCH WOOD CELLULOSE FIBER MULCH SHALL BE DYED GREEN AND CONTAIN NO GERMINATION OR GROWTH INHIBITORS. IT SHALL BE UNIFORMLY SUSPENDED HOMOGENEOUS SLURRY CONSISTING OF NECESSARY ADDITIVES, WHICH AFTER APPLICATION WILL ALLOW THE ABSORPTION OF MOISTURE AND PERCOLATION OF WATER TO THE UNDERLYING SOIL. 3. WETTING AGENT WETTING AGENT SHALL CONSIST OF NINETY -FIVE PERCENT ALKYL POLYETHYLENE GLYCOL ETHER OR EQUAL. 4. STABILIZING EMULSION STABILIZING EMULSION SHALL BE A CONCENTRATED CHEMICAL THAT ALLOWS WATER AND AIR TO PENETRATE, AND SHALL HAVE AN EFFECTIVE LIFE OF AT LEAST ONE YEAR. STABILIZING EMULSION SHALL BE NON -TOXIC TO PLANT OR ANIMAL LIFE. THE MATERIAL SHALL BE REGISTERED WITH AND LICENSED BY THE STATE OF CALIFORNIA, DEPARTMENT OF FOOD AND AGRICULTURE. AS AN "AUXILIARY SOIL CHEMICAL," STABILIZING EMULSION SHALL BE MISCIBLE WITH ALL AVAILABLE WATER AT THE TIME OF MIXING AND APPLICATION. 5. SEED SEED MUST BE CERTIFIED TO CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS; PURE LIVE SEED PER [or . 21:141111:112111 Ml ACRE AS LISTED FOR EACH HYDROSEED MIX. (QUANTITIES OF TOTAL LBS /ACRE ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR.) II. HYDROSEEDING PROCEDURES 1. HYDROSEED APPLICATION (GENERAL) SURFACE EROSION CONTROL IS ACHIEVED BY EITHER STRAW APPLICATION OR ALTERNATE METHOD SPECIFIED UNTIL PLANT COVERAGE IS COMPLETE. THE SEEDS MUST BE SOWN DURING THE WINTER MONTHS (NOVEMBER THROUGH FEBRUARY.) UNLESS OTHERWISE NOTED OR PERMANENTLY IRRIGATED. 2. PRIOR TO THE HYDROSEED APPLICATION THE CONTRACTOR SHALL: *OBTAIN FROM SEED SUPPLIER RECOMMENDATIONS FOR "PRE- SOAKING" OF SEEDS DIFFICULT TO GERMINATE, AND PERFORM ACCORDING TO RECOMMENDATIONS. *CALL FOR ON -SITE SEED /SLURRY SAMPLING FROM THE TANK BY OWNER. •APPLY WETTING AGENT AT A RATE OF TWO QUARTS PER ACRE OR PER MANUFACTURER'S RECOMMENDATIONS. *THOROUGHLY MOISTEN ALL SLOPE SURFACES TO BE HYDRO SEEDED. 3. SLURRY PREPARATION SHALL TAKE PLACE AT THE JOB SITE. SEED SHALL BE ADDED TO THE SLURRY ONLY AFTER FIBER MULCH HAS BEEN INCORPORATED. SEED SHALL NOT REMAIN IN THE MIXING TANK FOR A PERIOD GREATER THAN THIRTY MINUTES. 4. EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT -IN AGITATION SYSTEM TO APPROVED DATE SUSPEND AND HOMOGENEOUSLY MIX THE SLURRY. THE EQUIPMENT MUST HAVE A PUMP CAPABLE OF APPLYING SLURRY UNIFORMLY. 5. FERTILIZER SHALL BE APPLIED AT THE RATE SPECIFIED. FIBER MULCH SHALL BE APPLIED AT THE MINIMUM RATE SPECIFIED. 6. ALL BARE SPOTS SHALL BE RE -HYDRO SEEDED BY THE CONTRACTOR WITHIN THIRTY DAYS OF THE INITIAL GERMINATION. HYDROSEED APPLICATION 1. FOR CUT OR FILL SLOPES ADJACENT TO NATIVE VEGETATION ON CUT OR FILL SLOPES ADJACENT TO NATIVE VEGETATION, CONTRACTOR SHALL HYDROSEED WITH DESIGNATED SEED MIX AS INDICATED ON THE PLANS. 2. HYDROSEED APPLICATION (TEMPORARY NON - IRRIGATED) ON BORROW, SPOIL AND DISTURBED AREAS (FLATTER THAN 6:1) CONTRACTOR SHALL RIP TO MINIMUM DEPTH OF FOUR INCHES PARALLEL TO CONTOURS. FURROWS SHALL BE MAXIMUM THREE FEET ON CENTER. CONTRACTOR SHALL HYDROSEED WITH DESIGNATED SEED MIX (NON- IRRIGATED) AS INDICATED BY THE SYMBOL SHOWN. 3. TEMPORARY IRRIGATION (ALTERNATE BID ITEM) IF BY FEBRUARY 15TH, OF THE FIRST SEASON, AT LEAST EIGHTY PERCENT PLANT COVERAGE (EVENLY DISTRIBUTED BY SPECIES AND AREA) IS NOT ACHIEVED, THE OWNER MAY DIRECT CONTRACTOR TO RESEED AS NECESSARY AND INSTALL A TEMPORARY IRRIGATION SYSTEM AS PER BENCHMARK DESCRIPTION LOCATION: RECORD FROM: ELEVATION: DATUM: NAVD88 IRRIGATION SPECIFICATIONS CONTRACTOR SHALL PROVIDE OWNER WITH AN ALTERNATE BID ITEM PRICE FOR TEMPORARY IRRIGATION AND WITH AN ALTERNATE BID ITEM PRICE FOR RESEEDING IN ACCORDANCE WITH THE ABOVE APPROVED SPECIFICATIONS; RESEEDING TO BE PERFORMED AS REQUIRED TO ACHIEVE GERMINATION. IF ADEQUATE PLANT COVERAGE IS NOT ACHIEVED BY MAY 15TH OF THE SAME YEAR, THIS TEMPORARY IRRIGATION SYSTEM MUST BE INSTALLED BY FALL (OCT. 1ST) OF THE SAME YEAR. VERIFY WITH OWNER. IV. WATERING 1. AREAS DESIGNATED AS "NON- IRRIGATED" NATIVE AND NATURALIZED NON- IRRIGATED HYDROSEED MIXES DO NOT NORMALLY REQUIRE IRRIGATION; THE SEEDS WILL GERMINATE FROM RAINFALL. THE TEMPORARY APPLICATION OF WATER TO NON - IRRIGATED SEED MIXES (BY ANY MEANS OTHER THAN RAINFALL) MUST NOT BE PERFORMED DURING THE SUMMER SEASON, MAY 15TH THROUGH OCTOBER 1 ST. IF A TEMPORARY IRRIGATION SYSTEM IS INSTALLED ON THE PROJECT, AND PLANT COVERAGE AS SPECIFIED IS NOT ACHIEVED BY MAY 15TH OF THE SAME YEAR IRRIGATION OF SEEDED AREAS THE SEED, BUT NOT EXCESSIVELY CAUSING RILLING OR UNNECESSARY EROSION. ALSO, THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE EXISTING OR NEW CONTAINER STOCK IN A HEALTHY MANNER. ANY CONTAINER STOCK OR EXISTING PLANT MATERIAL DAMAGED DUE TO OVER IRRIGATING SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. V. MAINTENANCE 1. MAINTENANCE PERIOD (ESTABLISHMENT): THE CONTRACTOR'S MAINTENANCE PERIOD SHALL BE FOR 90 DAYS COMMENCING FROM THE TIME THE ENTIRE INSTALLATION IS COMPLETE AS DETERMINED BY THE OWNER. PLANT MAINTENANCE SHALL CONSIST OF APPLYING WATER, WEEDING, CARING FOR PLANTS, AND PLANT REPLACEMENT. ON HYDROSEEDED SLOPES, CONTRACTOR SHALL MECHANICALLY REMOVE ANY TUMBLEWEED, THISTLE, WILD MUSTARD OR ANY OTHER PLANTS INCLUDED ON THE CALIFORNIA INVASIVE PLANT INVENTORY AS PUBLISHED BY THE CALIFORNIA INVASIVE PLANT COUNCIL (HTTP: / /WWW.CAL -I PC.ORG /I P /INVENTORY /PDF /INVENTORY2006.PDF). HERBICIDE WILL NOT BE ALLOWED. VI. GUARANTEE ALL PLANTINGS SHALL BE GUARANTEED BY THE CONTRACTOR FOR THE FOLLOWING LENGTHS OF TIME UPON COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD: MUST BE SUSPENDED UNTIL OCTOBER 1ST OF THE SAME YEAR. ALL PLANTS AND GROUNDCOVER SHALL BE GUARANTEED FOR THE DURATION OF 2. AREAS DESIGNATED AS PERMANENTLY MAINTENANCE PERIOD. IRRIGATED PERMANENTLY IRRIGATED AREAS SHALL BE IRRIGATED SUFFICIENTLY TO GERMINATE SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAM MR S HORIZONTAL: SEE PLAN VERTICAL: SEE PLAN HYDROSEED MIX - 1 COASTAL SAGE SCRUB MIX S &S SEEDS FOR IRRIGATED AND NON- IRRIGATED AREAS (AVAIL THROUGH S &S SEEDS 805 - 684 -0436) MIN.% LBS /ACRE GENUS SPECIES (COMMON NAME) PURITY /GERM. 2.00 ARTEMISIA CALIFORNICA (CALIFORNIA SAGE) 15/50 2.00 COLLINSIA HETROPHYLLA (CHINESE HOUSES) 98/90 3.00 ENCELIA CALIFORNICA (BUSH SUNFLOWER) 40/60 1.00 ERIODYCTON CRASSIFOLIUS (THICK -LEAF YERBA SANTA) 40/40 12.0 ERIOGONUM FASCICULATUM (CALIFORNIA BUCKWHEAT) 10/65 3.00 ERIOPHYLLUM CONFERTIFLORUM (GOLDEN YARROW) 30/60 2.00 ESCHSCHOLZIA CALIFORNICA (CALIFORNIA POPPY) 98/75 2.00 LASTHENIA GLABRATA (GOLDFIELDS) 90/85 8.00 LOTUS SCOPARIUS (DEERWEED) 90/60 4.00 LUPINUS SUCCULENTUS (ARROYO LUPINE) 98/85 2.00 MIMULUS PUNICEUS (RED MONKEYFLOWER) 02/55 1.00 OENOTHERA CHEIRANTHIFOLIA (CALIFORNIA PRIMROSE) 98/75 30.0 PLANTAGO INSULARIS (PLANTAIN) 98/75 2.00 SALVIA APIANA (WHITE SAGE) 70/50 2.00 SALVIA MELLIFERA (BLACK SAGE) 70/50 2.00 SISYRINCHIUM BELLUM (BLUE -EYED GRASS) 95/75 HYDROSEED MIX - 1.1: UNMOWED EXCEPT FOR YEARLY MAINTENANCE BIOSWALE MIX LBS /SQ.FT. GENUS SPECIES (COMMON NAME) 3.00 FESTUCA LONGIFOLIA 'DISCOVERY' (DISCOVERY HARD FESCUE) 5.00 FESTUCA OVINA (AZAY SHEEPS FESCUE) 2.00 FESTUCA RUBRA MOLATE ( MOLATE FESCUE) NOTE: SLOPE: ALL AREAS GREATER THAN 1.5:1 IN GRADIENT SHALL BE TREATED WITH JUTE MESH. STAPLES SET 12" MAX. ON CENTER STARTER ROW, THEN 24" ON CENTER. FABRIC SHALL HAVE A 6" MIN. OVERLAP. SEE DETAIL 12/0. PLA PREPARED UNDER SUPERVISION OF DATE: -Sft,c R.C.E. NO.: 4053 STEVENS COOK II EXP.: 10 -31 -15 WATER SOURCE DATA AND SYSTEM REQUIREMENTS WATER SOURCE DATA: P.O.C. NUMBER: 1 METER SIZE: 1 -1/2" PRESSURE VERIFIED BY: CITY PRESSURE READING TAKEN AT: SITE SYSTEM PRESSURE LOSS CALCULATION: WATER METER BACKFLOW PREVENTER ELEVATION CHANGE PRESSURE REDUCER MAIN LINE PIPE CONTROL VALVE LATERAL LINE PIPE NOMINAL LOSSES OTHER TOTAL FRICTION LOSS REQUIRED PRESSURE AT HEAD (TOTAL FRICTION LOSS) +(REQ'D. P.S.I. AT HEAD) 5% CUSHION AVAILABLE G.P.M.: AVAILABLE STATIC P.S.I.: 42 12.00 .0 .0 .42 1.00 .50 0 0 14.72 25.00 39.72 1.98 P.S.I. P.S.I. P.S.I. P.S.I. P.S.I. P.S.I. (NA P.S.I. P.S.I. P.S.I. I1 P.S.I. P.S.I. P.S.I. P.S.I. SYSTEM REQUIREMENTS: 41.70 P.S.I. IRRIGATION SYSTEM HAS BEEN DESIGNED BASED ON THE AVAILABILITY OF 20 G.P.M. AT 25 P.S.I. AT THE HEAD (MIN). CONTRACTOR SHALL VERIFY IN WRITING THAT THESE REQUIREMENTS ARE MET PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN THE DESIGN REQUIREMENTS AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE AND THE PROJECT LANDSCAPE ARCHITECT. STATE OF CALIF. ESTIMATED WATER USE (BY :A TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE IS ESTIMATED WITH THE FOLLOWING FORMULA: EWU ( HYDROZONE) = (ETO) (PF) (HA) (.62) (IE) WHERE: EWU ( HYDROZONE) = ESTIMATED WATER USE (GAL /YR.) ETO = REFERENCE EVAPOTRANSPIRATION (INCHES /YR.) PF = PLANT ETO ADJUSTMENT FACTOR HA = HYDROZONE AREA (S.F.) .62 = CONVERSION FACTOR IE = IRRIGATION EFFICIENCY NO EFFECTIVE PRECIPITATION IS ASSUMED IN THESE ESTIMATES. REFERENCE EVAPOTRANSPIRATION (ETD) FOR THIS PROJECT IS 42.9 HYDROZONE L (LAWN) PF = 0.8 HA = 0 S.F. EWU (L) - 42.9 (.8) 0 (•62) = 0 GAL /YR. IE = 80 % (8) HYDROZONE A (ANNUAL FLOWERS) PF = 0.5 HA = 581 S.F. EWU (A) = 42.9(.5) 581 (.62)= 9,658 GAL /YR. IE = 80 % (,8) HYDROZONE S (DROUGHT TOLERANT SHRUBS) PF = 0.3 = 26,027 S.F. IE =80% EWU (S) = 42.9 (.3) 26,027 (.62) = 259,599 GAL /YR. IE (8) ESTIMATED TOTAL WATER USE = 269,257 GAL /YR MAXIMUM APPLIED WATER ALLOWANCE: (ETD) (.8) (LANDSCAPE AREA) (.62) = M.A.W.A. 42.9 (.8) 26,608 (.62) = 566,175 GAL /YR. ESTIMATED WATER USE IS 47 % OF M.A.W.A. NOTE: THESE SCHEDULES AND CALCULATIONS ARE BASED ON THE TOTAL PROJECT, NOT THE RENOVATIONS SPECIFIC TO THIS PLAN SET. THESE ARE FOR REFERENCE ONLY. No. 4053 A. Stevens Cook II EXP. 10 -31 -15 Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. ©2005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. 1/ Chevron Stantec Architecture Inc. ® Stantec 38 Tech Dr. CA 9 Irvine, CA 92618 Tel. 949.923.6000 Fax. 909.923.6190 www.stantec.com ENGINEERING DEP ARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT COMA REb: APP R GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 ILA3 -/s DATE GLENN PRUIM DATE PLANNING CASE NO: SS# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51967,69 DRAWING NO. LANDSCAPE IRRIGATION asaa -� SHEET 80F 18 N rn rn U Y o! a W W z X 0 z 0 ,r1 oo w¢� ED Z CY O w v wOz M o 0 � r a DO Co N 0) 0) Q U Y 0_ a F- LU W Z 2 O of cc CO O0O r U Co In W In W Id Zoo 50 L LU U 0 W Z m�0 J bra FINISH GRADE (6) 2 -GPH EMITTERS O ROOT BALL EDGE/ 24" BOX 1/4" DRIP DISTRIBUTION N VALVE BOX CHRISTY FL3O/FL3OD OR EQUAL (4) 2 -GPH EMITTERS* TUBING ROOT BALL EDGE/ DRIP EMITTER AT EDGE OF WATER BASIN - 3'0 X4" DEEP W) STAKING -SEE DETAIL 11 x 15 GAL PLANT ROOT BALL REMOVE AFTER THOROUGH PLANTER PIT SATURATION O m PVC ADAPTER/ UNION VALVE BOX 'CARSON - BROOKS 910' (2) 2 -GPH EMITTERS* ROOT BALL EDGE/ STEEL U- STAKE, BENT TO \ SET PLANT 2" ABOVE FINISH N OR EQUAL 5 GAL. PLANT TUBE LOOP AROUND DRIP GRADE TO ALLOW FOR NOTE. O PRODUCT AVAILABLE FROM P \` -" \ FINISH GRADE (2) 1 -GPH EMITTER O ROOT BALL EDGE SETTLEMENT OF SOIL d HOWARD WIRE CLOTH COMPANY, HAYWARD, CA. ELECTRIC VALVE PLANT i GAL PLANT 2" DEEP MULCH IN SHRUB (510)887-8787. - MULCH (2- DEEP) AREAS W PRESSURE REGULATOR \`�� ' GATE VALVE 3" TALL WATERING BASIN FINISH GRADE _ PVC LATERAL FINISH GRADE `�� / CONCRETE PAVEMENT /CURB Y STRAINER 1/2" POLYETHELENE TUBING ROOT FERTILIZER TABS E\ \ . / /�.- /`� i 21 GRAM, 20 -10-5 (6" BELOW GRADE) ,\ \� 2 TABS - 5 GALLONS COPPER MESH BARRIER �'` CONTROL WIRES TO 'xs "" "" """ `' CONTROLLER — PVC MAINLINE -- \ �� \ \ ";; ROOT BALL THREAD COMPRESSION �^` /SUBGRADE / - / i _� \ / ,, /\� \``/ / \ \\, 4 TABS- 15 GALLONS \ \ �* \`\ \ \ \, \ \ / ROOT � /\/ / /�\' EXTENDS 10' EITHER SIDE �V BALL VA /A x -,.. e PVC -POLY UNION ROOT CROWN BACKFILL MIX - a / /v / \l OF TRUNK. SEE SPECS \ \ \ 1 C.F. PEA GRAVEL , Z° > > 3 g ?.� 9 C.F. PEA GRAVEL 1 GAL. PLANT PVC LATERAL & SzSzT TEE 1 3 AMENDED SOIL & / _ "` ;�� (EDGE OF ROOT BALL) 2/3 EXISTING SOIL BACKFILL MIX AND PLANT TABLETS PVC MAIN LINE - + kl l TO VALVE THOROUGHLY MIXED - 2 TIMES ZA� /� /i' /,��Y / \� /\'iT` NOTE: PLANT PIT �` COMMON WIRE TO OTHER VALVES ON SAME EMITTER USE TEFLON TAPE ON ALL 5 GAL. PLANT (EDGE OF ROOT BALL) THREADED CONNECTIONS. THE DIAMETER OF THE ROOT BALL SCARIFY SIDES. EXTEND ROOT BARRIER- FOR ALL TREES WITHIN 4' OF FULL DEPTH OF ROOT BALL FOR CONTROLLER 15 GAL. PLANT (EDGE OF ROOTBALL) EMITTERS SHALL BE PEPCO 24" BOX(EDGE OF ROOTBALL) PSC20025 (2 GPH) AND LOOSEN ROOTBALL PAVEMENT /STRUCTURES TREES 36" BOX AND LARGER EMITTER PLACEMENT (PLAN VIEW) PSC10025 (1 GPH). 21 ROOT BARRIER 17 DRIP CONTROL VALVEnTOw 13 GATE VALVE % DRIP EMITTER /DISTRIBUTION TUBING 3 KHRUB/GROUNDCOVERMNE PLANTING NO SCALE NO SCALE NO SCALE NO SCALE 1:1 NO SCALE PRE - FABRICATED STEEL CAGE (FOREST GREEN OR BLACK) TOP SOIL DRIPLINE NOTES PLANT SO THAT TOP OF AS MANUFACTURED BY LE MEUR WELDING CO. SIZE AND MODEL NUMBER AS STAPLE AT 30 CM O.C. 6" ANCHOR TRENCH I 8 ° -8" DIA. ROUND, PLASTIC VALVE BOX ROOTBALL IS 1" ABOVE APPROPRIATE FOR SPECIFIED FINISH GRADE BACKFLOW PREVENTER. AT TOP OF SLOPE Lu 1/4" PEA GRAVEL STAKE JUST BELOW FIRST BRANCHES OR AS NECESSARY 4" CONCRETE REINFORCED W/ BACKFILL AND COMPACT Z M: FLUSH CAP FOR FIRM SUPPORT W.W.F. 4 "X4" W 1.4 X W 1.4, W a FOR TREES ONLY: ( 2)2 "%2 "X7o' LODGEPOLE OVER SUBGRADE. ENCASE THREADED GALVANIZED W COIL TUBING PAVEMENT, WALL, CURB, CENTER OF INDIVIDUAL PLANT BUILDING, ETC. (AS OCCUR S) PINE STAKES TO GO 30" INTO SOLID EARTH RISERS FOR BACKFLOW PREVENTER AND VERIFY CURLEX EROSION CONTROL BLANKET W >" � U UJ MULCH (2" DEEP) RISER SPACING TO 8" VARIES 6" ENSURE CAGE WILL OPEN AND OR EQUAL J � FINISH GRADE Z'u (2 )RUBBER TREE TIES W/ (2)EACH 6d SCAFFOLD NAILS 122 AS NEEDED CLOSE. (NO FITTINGS TO BE ENCASED). LAP UPPER STRIP 6" OVER LOWER STRIP AND STAPLE W (n 1/2" POLYETHELENE DISTRIBUTION TUBING ' " NOTES ,- r �. 1 X = SPACING er��cc FORM 5" BASIN 3/8" GALVANIZED U- BOLTS, AT 12" ON CENTER ON Z W _ _:,f (6" BELOW GRADE) IDIMENSION f } LISTED IN PLA N m MULCH TO BE CLEARED 3 "' ('� MIN.) FROM ROOT CROWN" - - NUTS AND WASHER (ALLIGNED STARTER ROW - THEN USE �- "- 24" O.C. SPACING WITH 8 Z -. \ \ °., \� { \ `\ \� - / �/ �� /� //i /'.\ / PLAN LEGEND. 2. PLANTS TO BE ARRANGED ROOT13ALL STAPLE S - - Li '. \/\ \`t- \`� % IN EQUALATERAL PROVIDE BRASS PADLOCK (AS ' - 3 _ / /`;y/ i' TRIANGULAR PATTERN. FERTILIZER TABLET 21 GRM ,:w... APPROVED BY OWNER'S REP. f. WITH KEYS (TAGGED FOR ID)) _ € ' (- - W` BACKFILL MIX ° TO OWNER - I :.::;-i W Z Z NATIVE COMPACTED SOIL Il.. z 0 LU \ y' �'�I 2X R007BALLli r _ FINISH GRADE ll W 0 ' Ill_... FOR ROOT BARRIER SEE DETAIL FOR JUTE NETTING SEE DETAIL FOR ALL SLOPES 3:1 W O OR GREATER. AS APPLIES NOTE: CONTRACTOR TO PROVIDE WEATHERMATIC ALL - WEATHER COVER OR EQUAL LL W Z W co 20 PLANTING ON SLOPE 16 BACKFLOW PREVENTER ENCLOSURE 12 FOR ALL SLOPES 3:1 OR GREATER. JUTE NETTING SEE CIVIL — AS APPLIES a 6 RUSH CAP 2 TGROUND COVER PLANT SPACING Z NO SCALE NO SCALE NO SCALE NO SCALE 1:1 NO SCALE J F Z NOZZLE, PER PLAN WIND DIRECTION MULTISTEM DETAIL NAIL OR STAPLE QUICK COUPLER VALVE W/ LOCKING CAP ' / / 1, COIL 18" SLACK, EACH WARE, IN VALVE BOX LLI F 0 V i/2" ABOVE FINISH GRADE POP -UP SPRINKLER _1 F ROOIBALL (3) WIRE TIES STAKES 2 PER TREE FINISH GRADE \/ VALVE BOX CARSON - BROOKS / 910 OR EQUAL 1 C.F. PEA GRAVEL 2. SPLICE WIRES ONLY IN VALVE BOX VALVE BOX CHRISTY 3. USE WATER -PROOF FL30 /FL30D OR EQUAL WIRE CONNECTORS Z 4F Q a J m -1 fY a ,r FINISH GRADE I I 2" BODY WALK, CURB, OR I ,C-k HEADER POSITION 'r TREE <.. 1REE RUBBER HOSE WITH WIRE INSIDE? #4 REBAR STAKE W/(2) CLAMPS FOR ALL WIRE SPLICES. ELECTRIC VALVE 4, SET VALVE BOXES ON ,, ° � - -,. „�� / vAA'. � 3'D X 4" WATER BASIN. TREE '� \ 24" LENGTH MINIMUM BRICKS, (3) FOR ROUND Z V Z- `'w ,�,:[JF REMOVE AFTER SATURATION. FINISH GRADE GALVANIZED NIPPLE / BOXES, (4) FOR RECT. FINISH GRADE W Z .� (U .y \. 'WONDER TREE TIES' , �' i V �"'` ��'" A ELLS i Z VV SPRING LOADED "0 3" NOS DRAIN GRATE (GREEN) GALVANIZED / /V /`� A� ��„,/ .'�r5 -- 12" GALVANIZED NIPPLE F V / " \< \/ - \ PVC ADAPTER/UNION J SCH.40 PVC TxT 90' ELL (2) TREE STAKES 2 X 10' PRESSURE TREATED HARDWOOD o FOR CONIFERS RIM OF WATERING BASIN I .., - IL � SCH.40 PVC NIPPLES I (1) / 1/2" SWING PIPE PVC MAINLINE SIDE VIEW PVC SCH 40 NIPPLE T J C SCH. 40 PVC 90' STREET ELL ( 6" LONG ) fO (3) FOR MULTI-STEM 2" TOULON PVC TEE > Q LATERAL LINE, SEE SET PLANT 1" ABOVE FINISH GRADE BARB FITTING - PVC ELL YrJ PLAN FOR PIPE CLASS AND MINIMUM BURIAL 1 21 GRAM 20 -iD -5 ( ) \ / PVC TEE O LATERAL 3" GALVANIZED NIPPLE 1 CUBIC FT. DRAIN ROCK Q a V Z LL DEPTH FERTILIZER TAB i �- FINISH GRADE EXIST \�\ ' �/ ROOT BALL a (� o SCH. 40 PVC 90' STREET ELL \ \ /�,,; NOTES \f/'`* \� \ \ � \� SOIL ' �- :, BUBBLER HEAD W /SPIRAL BARB FITTING INSERT THRU GALVANIZED ELL CONTROL WIRES TO t CE co LL SCH. 40 PVC SXSXT TEE ,\ R00T / / /// ' 1. REMOVE NURSERY STAKES. � � .;, IF OVER 3/4" CALIPER 1 1/4" HOLE IN PIPE i - - -- - - -� NIPPLE ALONG MAINLINE WHERE L G T Lu GGGLa Q NOTE: 1. LOCATE HEAD 2" FROM WALKS, CURB, MOW 2 NOT / / ` /` BALL /� ,., BACKFI LL PER SPECIFICATION 3" GALVANIZED POSSIBLE PVC SCH 40 MAINLINE - F LU Z IL W - STRIP, HEADER BOARD, OR EDGE OF LAWN. 2. LOCATE STREAM SPRAY/BUBBLERS 6" FROM \\ \, BRANCHES OF TREE. \ �VA4 3. SCARIFY SIDES. LOOSEN _ .. A \ \ 3" ADS DRAIN PIPE HOLES I L- J I .� 0 ALL STRUCTURES, AND SPRAY HEADS 12 °// " " ` "` .., . ROOTBALL TOWARD ROOT BALL, FILL PIPE W/1/2 "0 DRAIN ROCK I I L.— J'"- VALVE BOX PVC CLASS 200 LATERAL W Z FROM ALL STRUCTURES. BACKFILL MIX PER SOILS TEST OR 907 NATIVE SOIL TO 10" _ _ _ _ _ _ _ _ _ _ TOP VIEW W T Q 3. USE TEFLON TAPE ON ALL MALE THREADS. 2X ROOT BALL AMENDED SOIL. 19 TREE WATERING BUBBLER WELL 15 OUICK COUPLER IN VALVE BOX 11 ELECTRIC VALVE ASSEMBLY 5 4" AND 6' POP -UP SPRINKLER /BUBBLER 1 TREE PLANTING / STAKING 3 W J NO SCALE NO SCALE NO SCALE z NO SCALE NO SCALE DTLS \GEN \02SITEW \950PLNTS \0295004G FINISH GRADE 18" SQUARE PRECAST NOTES: FITTINGS, TYP. Q W 0 ' NOTES: 1. CONTROL WARES TO BE #14 AWG DIRECT BURIAL CONCRETE STEPPING STONE (EXPOSED AG- FINISH) CONCRETE OR AC PAVING BACKFLOW PREVENTER (- W 2. WIRE RUNS TO BE CONTINUOUS, NO IN -LINE SPLICING 3. ALL WIRE SPLICES TO BE WITH "PEN -TITE" WATER- LINE SIZE BALL VALVES O Q 2" LEVELING COURSE OF 1/2 "0 COMPACTED BASE ROCK - - Z PROOF CONNECTORS, AND OCCUR ONLY IN VALVE BOXES CLEAN BACKFILL SOIL, \. \ CLEAN BACKFILL-SEE SPECS FOR \� ♦ a W AMENDED PER SPECIFICATIONS COMPACTED TO 907 REDWOOD HEADERBOARD FINISH GRADE (PRIOR TO j \ z \:: MATERIAL, 90% COMPACTION �� .� FINISH GRADE ROLLING SOD) y / / y\\ Avg REQUIRED �) PRESSURE MAINLINE SLEEVE x ? W W 2 %4 CON. HRT. REDWOOD (FOR STRAIGHT SECTIONS) �iAA�A ' \ \�/ UNION _ INTERMITANT PRESSURE ' °;�,. LAWN AREA OR (4) T /4 "X4" REDWOOD CONTROL WIRE SLEEVE / \,' N gg a = jl _��_j / -, CLASS 200 PVC SNAKE FROM SIDE TO SIDE BENDER BOARD (FOR CURVED 1 SHRUB AREA SECTIONS) STAGGER SPLICES. 8 gTEPPING STONE / ` :"." '; \ /, FINISH GRADE Z /! I I IN TRENCH z € -- / - " M FINISH GRADE (BELOW MULCH) \ NON- PRESSURE LATERAL LNE . CONSTANT PRESSURE MAINLINE SCH 40 PVC SNA KE IN NO SCALE `, -/ `/ /� `' ' \' - ' \ AMENDED TOPSOIL SNAKE PIPE IN TRENCH \�' /� \/ TO SITE 1 / TRENCH ? -- I WADTH VARIES FOR ALL FINGER PLANTERS OR AS INDICATED ON PLAN, TURF AS OCCURS, SEE PLAN SUBGRADE % A 1 "x2 "x12" REDWOOD STAKE WITH (2) ,f8 GALV. NAILS 1 1/2� 2" MULCH AS OCCURS, SEE PLAN 12" OF CLEAN SAND, a SETTLE WITH WATER .,,, / , / '�, " 1'z1'xi' CONIC. THRUST BLOCK FOR GREATER THAN 2" > WALL OF TRENCH SPACE STAKES 4' TO 5' O.C. ,\ SERVICE DOUBLE -STAKE AT SPLICES. 2 Q Ei NOTES: 6 "TYPICAL CONTROL WIRES, RUN ALONG, �� ATTACHED TO ° . Y NOTE: - i. ALL SLEEVES TO BE SCH. 40 PVC. 2. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING AND DIELECTRICAL FITTING (TYP) FOR DISSIMILAR METALS . BUT NOT " °� MAINLINE. BUNDLE AND TAPE AT 10' INTERVALS. PROVIDE NOSC )%' /iPF ✓/ !%\ ��`/ \�/ - PROVIDE CROWN AT SEAL WITH DUCT TAPE AT BOTH ENDS, PRIOR TO BACKFILUNG. 3. ALL SLEEVES TO BE TWICE DIAMETER OF PRESSURE NOTES: 92" TO 18" COIL AT >_ 90' \: SLOPE 3 7 TO CURB. PROVIDE POSITIVE DRAINAGE SUPPLY LINE OR LATERAL LINE. 4. ALL WIRE CONNECTIONS SHALL BE MADE WITH EPDXY - FILLED, 1. PIPING MATERIAL & THRUST BLOCK REQUIREMENTS SHALL BE AS SPECIFIED BY LOCAL CODE. B" MIN CHANGES IN DIRECTION SAND, WATER _�� No. 4053 �._ WATER - PROOF, "DRI- SPLICE" CONNECTORS. SPLICES TO BE IN 2" BED OF A. Stevens Cook II AWAY FROM BUILDING AND WALLS AT 3 7. VALVE BOXES ONLY. NO IN -LINE SPLICES. 2. SEE DETAIL 7 FOR ENCLOSURE SETTLED EXP. 10 -31 -15 22 HEADERBOARD _ 18 FINGER ISLAND PLANTER SECTION 14 PIPE SLEEVING (BELOW PAVING) 10 BACKFLOW PREVENTER (REDUCED PRESSURE TYPE) 4 IRRIGATION PIPE TRENCH s 74�OFCAU� NO SCALE- NO SCALE NO SCALE NO SCALE 1:1 NO SCALE Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. ©2005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. Stantec Architecture Inc. Tech Dr. ine, CA Stantec Irvine, CA 9 Chevron Tel.949.923.6000 Fox.909.923.6190 om www.stantec.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN av: CHECKED av: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. MR SC KM PL A PREPARED UNDER SUPERVISION OF DATE: 1�•3• lti DESCRIPTION: LOCATION: HORIZONTAL: SEE PLAN EC ED- APP GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 LANDSCAPE IRRIGATION ta- 70 11 RECORD FROM: R.C.E. NO.: 4053 AMA AHER GLENN PRUIM CHEVRON PRODUCTS CO. /asa o2 'G ELEVATION: VERTICAL: SEE PLAN r Z APN # 216 - 030 - 51,6%,69 SHEET 90F 18 DATUM: NAVD88 A. STEVENS COOK EXP.: 10 -31 -15 DATE DATE PLANNING CASE NO: 12- 024ADRICDP DO Co N 0) 0) Q U Y 0_ a F- LU W Z 2 O of cc CO O0O r U Co In W In W Id Zoo 50 L LU U 0 W Z m�0 J bra RAI�F,� \� x , ,,"- "-,',, ,\ , � - �11A&TO'% , " I , , - 11 I ,,�, ,�, I �-\,' CIRCUITNALVE SCHEDULE FIRF(VTDITS"MTEM LEGEND-SEE CIRCUITNALVESC � � � � iULE BELOW Cl Spl� r - :1 1, �,l,_ " ,,� I I � -\l\ \- \ WATER AUDIT SCHEDULE: -I--,- ; , I , I I ",:, I- -,\ � \\ I i 1 , " , I \!�YNLL�,'N I , "\\��,\' \7a 11"", """, "�, " � ? l, � ."", " " \26, GRAPHIC SCALE I I , \ " � ,� , ,_ , \ i " I ,,O,�, - , , 0 10 20 40 I \', \,�lllk� �, "", "", , _1 -",-,5 , ,,, \1\ 1. AN ANNUAL WATER AUDIT SHALL BE PERFORMED. AUDIT TO BE PERFORMED 1 �4 " " \ , 1,� ,� , , , " " ,:�, , i I I " I � I I 0 1, 's , , 1� \ I '4 ITV TE�QN �At�o` IIIIIEL-AIIIIIIII11--IIIIIIIIIIIIII CIRCUIT TYPE (HUNTER SPRAY NOZZLE ,,-�' 11, , "', , , � ""', `,� , , , " " l I I I I BY A LICENSED AUDITOR. VALVE VALVE VALVE PRECIP. & � O ,,\ I'll , �"%AN , 3 2. AUDIT TO BE SUBMITTED TO THE CITY OF ENCINITAS PUBLIC WORKS AND GPM SYMBOL DESCRIPTION REMARKS I , , �'_' RF 154 1, L-=.\: IIIIIIIIIIIIII NO. SIZE MODEL RATE MODEL NUMBER I 14 'I" " " , , ; ,4R I 11 ARC IS ADJUSTABLE) I 11 i , ; _FcARQSB,�]P-'��_ I I "\I\,\ '\ WATER DEPARTMENTS. ,\ � � \\ , ', ,-_ 1�11 "I I I 1;1 I 1'1>1�_ i", \ , ( IN FEET ) I i I I , �- - 11 1, l,, " ,\:\,, \' i " ", \ HAVE i tl�)` C', I -, ", -,� -',',, ��zz :�� ,-� . \ 3. AUDIT TO MINIMALLY CONSIST OF THE FOLLOWING: SHRUBS AND HUNTER SRS-04 HUNTER SRS AL HEADS TO . " i " \ . ..... , 1, , \' \ I inch = 20 ft. � "I 3/4" 14.55 , , I I I \ i " \�__ ,-,-- , , p,Q�SFI , \- - \ A. SPRINKLERS TO BE CHECKED FOR WORN OR NON-WORKING PARTS. ROUND COVE 1 700 1.5" 6" POP-UP FULLY ADJUSTABLE V I I - ), , 1,,,�, ,\ 10A, 12A SERIES SPRAY � \ n 1, , i I \ ,,- , , O \ 1, I �_k , , , ; I ,\ \ \ G R 0 1 � I " 1. " \ I " '17 RS515, LS515, SS530 SPRAY SPRINKLER SERIES -,, "' , 1, , B. NOZZLES AND CHECK VALVES TO BE INCLUDED. I - NOZZLE EXCEPT I � -11 tiIE", \ `,1 11 , " , ;et A 1, � -.,I,,- , � IaWN" , \ , \ ", \' � 11 \" \�\ ", " " SHRUBS AND . I . �p 4 . _ 11 I , \ " \ " , � , , C. LEAKS TO BE IDENTIFIED. 2 3/4" 8 700 1.5" R=RIGHT CORNER � 11 1, 1�� - - - � "I, , , FU [#E AD,' V '\ I I'-, I I - 1, 'O ,\\"" ,\\ I , ✓I I , 11,, \\ LL,, ,AD, D. SOIL TO BE PROBED FOR MOISTURE PENETRATION. GROUND COVER DRIP L=LEFT CORNER `. .... -, . . - , 4DVElR\WAtL, �-- \ ', \ \ lt� . � 11 I , , SPRAY\', , , , \'�. , \I E. PLANT MATERIALS TO BE GENERALLY ASSESSED. _4`11 . I i � \\ , ,\\"\\ \, \ , S=SIDE STRIP Ill �J : I I \ 11 \ ', I "", I I I 1 3 HUNTER SRS-04 :l I i � i I . I �!� I I , I 1\ F. WATER USE RECORD TO BE REVIEWED. 3/4" 9 TREE BUBBLERS . , '..-, . . z I , I'll ' ', \ \ \'- " \ 700 1.5" 1 -'-,, \1, 11 � ... 11 1, I", 1,\�,\ , " , , " '-, � \ " , \ ", i � \ G. CONTROLLER OPERATION TO BE CONFIRMED. PCN-25 POP UP BUBBLER I I I � .... �\ , ,� Q�p \, \ � � \,;�, ,� ' -, \i H. AUTOMATIC RAIN SHUT-OFF OPERATION TO BE CONFIRMED. HUNTER SRS-06 /,� \ ' \ '�'L'� i�, PA'�)'S -' " �" \, \ \ 4 RAINBIRD ,\. / I" "'.. �_111.1_111 , , I I i" 1\ I , � , , "I, I ANNUALS 700 ..... ... �__ , � / I - I I. PRECIPITATION RATE AND COVERAGE UNIFORMITY TEST TO BE DONE. 3/4" 10.67 10A, 12A, SERIES SPRAY 1.5" A AUTOMATIC RAIN SHUT OFF , Q ,N-1 I , \ ,,<jk� , , , I � _11�__ l . X, \,� , , ill " '' ,ftF�,4�"R"��rl�:Z,:-,-,`\," , , \ RAINCHECK �l _ 10 I , \� -ld", " \ " i , �Jl ",, �, \' �,\-" '?� �� ,, , I RS515. LS 515. SS530 SPRAY I � 11 I ", J. RECOMMENDATIONS FOR REPAIR AND CORRECTION TO BE MADE. , " 2 \ .111-1 \- -,,\' . 0 _P(R', I I ,\\ l " "� , , , - k�, 'I, I _�-_,\ . I I 1, I 'K, I'll',,'"', , \, "', \ ,\ \ \ 4. OWNER TO SUBMIT PROOF OF REPAIRS AND CORRECTIONS MA 8 SHRUBS AND INSTALL PER MFR I \ I �� -_ �, -- �_- � ,�V 'I, " I ", ", i" " , \ " I \1 I" � , ,,, DE. 5 3/4" � -. '' " DRIP 700 1,5" HUNTER PCN RECOMMENDATIONS .1 - �, \ 1 lll�,, , , \", , \ \ I - \ I . _ _ I. , , ,, , ,, , ,\ \\,\ , I I 0 4" POP-UP BUBBLER "" �� , � 1, � " \\ 11, ll� I \'l " , , \ 1\1\ 1, IRRIGATION NOTES: ,�', " , \ , ,,, , ,,, 1, SHRUBS AND PVC TO POLYETHYLENE �, t 2 V11" \1 -k',"-'\- '�� \' 1. ALL IRRIGATION TRENCHING TO BE MONITORED AND COORDINATED 48 6 8.73 HUNTER SRS-06 PEPCO FLUSH WITH , :%zi, � l' I , �',,ff F ke,N68'TO""," 'l '""" 3/4" 700 1 . I I \1� , \", i ' I � , , " \ ROUND COVER 10A, 12A, SERIES SPRAY TUBING CONNECTOR 1\ 2 11 1, i , X, � ' ' \ ", ' � � G .5" A GRADE . I �,,%,, \ \W ,)0�F\\,",,N,`,\ , \ , HOURS PRIOR TO ANY TRENCHING. /,, -_ I 'l I I T F ,5PFW I , I , 1� ,,, I � � \1 ,,, f �-� \ "I I "11 It- � ",�,",NT `01714�fl� 77Y,P:ll \'l �, I" 1\' , 1, 1 2. ALL VALVES, CONTROL WIRES, IRRIGATION HEADS, AND ANY OTHER , , , % I I , I , 11 I , I , � ,\� �,,, ,,,- �,�� ,� I 11 I ",, "O " -1 � HUNTER SRS-04 REDUCED PRESSURE 11 I , 1, ,'\\,"�\ 1� 1 7 3/4" 15.5 TREE BUBBLERS 1-1/2" FEBCO 825Y � i 5� �, �- , 1 -_ ,D I ,'� �,: " �,� , 11` 11 \ I I l",\ �, I IRRIGATION IMPROVEMENTS WHICH MAY BE IN CONFLICT WITH THE 700 1.5" Q BACKFLOW PREVENTER � -1 � V-1 I 1, �) , , " , " -, ", I \1 I " , " � I j I i � I , 5 j - 11 I '�x , , \�, ", ,\_�,-,' ,\, "', " - "I, PCN-25 POP UP BUBBLER I I � l"i I I I _" � I , I ,, , �\ I , , ill \,", I -1 " - 0 T , / 1 i ,-4 1 , -1 " 'X�,� \ ,\ , I 'i, "', "�,_' _,_`�11_" PROPOSED CONCRETE SWALE SHALL BE RELOCATED ADJACENT TO THE , , I I � I , i � i� � I I i, 4 .- � 1 - �� ' "I I \11 ,I�,.\"\""�1\1��l"\",,:"--,", _� ,� PROPOSED CONCRETE SWALE. 8 HUNTER SRS-06 700 1.5" I ,IN, 'i ,\, I P.O.C. POINT OF CONNECTION ,\ I " I I I il ,, I \ 1, \ " , I \ " , I ' 'I'll' I 11' -, 9 , \ I 0", � - -1 -- 1 3. ALL AREAS OUTSIDE THE LIMITS OF DISTURBANCE SHALL HAVE NO GROUND COVER PER LOCAL CODES I 1� i 11 % l , 1, I I I ,� " -, 0 ,I I I � � "I\" , " �, � \ I , 1, , ,,, , , , I" I ',- 1, 10A, LS515, RS515 ,� I I . " I I I \' " ,�,, ,,, , - " ", - _� ""', 11 11 I INTERRUPTION IN IRRIGATION SERVICE. HIGHLINE AS NECESSARY. I I r\ 1 *�� 'i : �;ll � kl, "I",,\ \ �'\ , , ,,, , ,,,, -�, , ", " , , �, ", - , , ,, ; z ::.,", I , V-18 : I � I . I _ N , I � �, , �', " �'<�_11'< 1_'_111 I LINE SIZE BRONZE - 1 /2" 1 '_1 ; , f= 1, , AT E 1 -, " i� , -, I- - 11 11 1 , I I 1',-',,'�,,,�\ \ 1," \ �, �,,,, �- >:,- '_ -, , 1 9 1-1/2" 17.45 GROUND COVER 1-5" ►10-11 WATTS GV SERIES 1 z W1 11 . 11 I 1. " S , I , " , - "I'll �, , 11, HUNTER SRS-06 15A 700 1 , 0 �,V- 1 7 11 , I , �,,",,, I' ll 11 �, - " , , '_ , " " I " " ", 11 \\, GATE VALVE METER __ , . \ I "` 1_11 ">"'11 1'� --- x \ l , ? / \� 1� ,"'__ "�� -, , , , I - I , , , - -,- - -�- , I -L " --I - I - - � I I I - , ',-' ': ,\' - I M I i " X, 1�' -, 11 "', , -,, ,"� �, I ii,< f I i \< ,',� 1, z / , -1, " , , , , ,,, , 14.63 QUICK COUPLER VALVE , (/) ;;Q 11 I Vli�d "I \ I ,\,\ , <,,,_� �-, , 'I, �,, "I" l� " , " �' " , -�,, 10 3/4" GROUND COVER HUNTER SRS-06 15A IN VALVE BOX I 0 � ___ I 11 I �, � - ,. , " _� I � �,--, , - "', , " ,,, , , '� - ' 700 1.5" 1, �, , � ` " , , l , - , , I CHAMPION I � " , , - W/ LOCKING COVER & FLUSH WITH GRADE l�� , ; __ , � ,,,, , ,� ,,,,,� ,��, ":1 � , " /_� ,�, , I I , �;l �� - I I - I I - " ", "" ,,,, " � - I , \ [i] 2PQCV-075VL ��\ __I I / , A , � �, _�': I ", ,,,� ,� -� --, -� '11:� 2 KEYS, 2 SWIVEL I : -:l- - �- " --,� --- - ,,,-" , 1 1 3/4" 13.9 GROUND COVER HUNTER SRS-06 15A 700 1.5" HOSE ELLS 11 0 ....... -.1-1. - - �IN I " I , " % I ( " 11 . " -�. -,,- , - �1� >,�: , ,,, ,�,<�, , \�_11 I", �_ , , ', I " " � I 1, 3 I \ - I I ,� , �,,-�, ,,�-` ,- , " -�� . .1 � _��v • .... I I I ,,,.'� ,,--,�, I i I'll - 1-1 � "", -I' I 11 "I' GROUND COVER i ( 1, "; / '1� - , I � ,it I I "I , \_ - i I , I it I- -_ I ' * I " , I l 1 00�-\\�M -'q- T,Y �10F, -06 15A REMOTE - = � ,�- \ , 12 3/4" 13.02 N l" ,� I V \ ;X HUNTER SRS I "I 700 1.5" 9 I-, — I 11" 11 , -1 1z- - , - � - �,x " , 77 SEE VALVE SCHEDULE IRRITROL 700 SERIES IN INDIVIDUAL 1; �� -1 I \ l`�, ___-, _ _U 7_3 - _1- 1 , , -, -\ � -) " ,,,,� � SEE VALVE SCHEDULE VALVE BOX ,� ,\ 0__ �� -50- 1.5 11 ' , ,�, ">'. l � , - I J 1 - GPM _y' I " : , ; I t '�'� I 5�,i ,�_, I , r- "5-1 _ . " - - \_1 , , ,;"`\�:��5,k' , �1_ ,�,",--_-_ ___ -,-- - 1-1/2" 19.28 ---I\ __. � 1 41", -1 ,,,,��, , �� , �, , ,\- \,l, _ - , -__ I'll, � I _ -1 --- I --, " 13 GRASS -06 17A 1.5" :; -V- 4 '� 11615 ... - - (%j \ I - - - - __ � 1___ r f - - __ �, , HUNTER SRS __._ ,, I I 700 1 �-, " , RCV SIZE . " --�_ " -_-L\,- A "', \ I I , V,� - .. - _ _ .... .... I ? , '\ __,.�_ .1 -_ I � , - I I I. �� I" - -, " --- --�, / I '_-\ I \ - - - - _111z� I \, ") �1� A*,i 5� R w I l q , I " , z k � I ; , 1, ," �V� �, \, _. _ '.. I,— ,� r ,�";,kz, I I i ", __.. I u�l '() 11, \ ?S � , I I - i _ . .,_ , \ \ --- , . I ,I I ,� " I � ,� � __ __ - _: � 14 1-1/2" 19.28 GRASS HUNTER SRS-06 17A 700 1.5" i � �)' � �,� "l, "' " �� , - _ _ _l � l, ..... � ... 111111.1.1.�_ __ I I .-I I 11 ,,I W ,� I , .- � 1, I - I I � , _. I 11 '1� � 1,_1 I 1, - I - ---, . - 1� I \ \ , I 1_� ', � I I - I I 7-a- � - _Ly 117�� - _T_ I - 1', " " ,,, \ 1� � , l . VALVE BOX " z I � � . �) IN INDIVIDUAL , ! . ) N REMOTE CONTROL VALVE IRRITROL 3/4"-700 i \ , P - I l -_ _y _; ,�, -, \� \ , I �� - -- ---- I FOR DRIP I ,l� 1, , , , , , __ � 1--l' \ .- - �11�\ � -I,-, ,1� 1,- __ -1 � 1 -1/2" 1 1 ; l / ;:_�_�_�ek. - _� -11 - \ 11 ", " � " I I " . --- �_ \,,\ k . I \, \ , 1 15 1 19.28 GRASS I 1�� Tn .... - _ - , , ,,, ,, ,- \ 1 1� e " ---- -�� .,- ", . , I 1, , 1 HUNTER SRS 06 17A (D I I 3 " 1 I _____�� -, il_______ � \ l, �A � , I . I ,,, I 1 700 1.5" . q - . -,,i - L -, \_ �- � \ `-, � �-, ":�:�:- ,-� z - 1, \ \ il � . �i k IRRITROL WALL MOUNT �� - � ... � I 1; 11-- ,�, . __ � I I '� , , i � . AUTOMATIC CONTROLLER 4 71. . / 1" I 11- I I �z I :I ./ i - -1 . ..... � " - - I I \ � � - , i i _ I�N \ \, , _'__ ll l 1 � I ,\",," \ � \ , , � 5'�fl 17P � I 11 - 1 1 N, - \� 10 MC-24-PLUS . . "/ I � (.1l."i .1 .�.., I � \, \ , \', '' I l� ; z i � 16 1-1/2" 19.28 GRASS 700 1.5" - \, "I %� . � , '. " � , ! 1 i . �, I ..... - I.. I 11 I , \ , " , - " i I I I " I i I , I , I I 11 I 1- - .. 17� , I I , , I'_-- " " ", ", ,,, \ '\ � \ � , l g t I l f - I 11 ( - - - - - - .. . ..... ..'. ....,"." ,� \ l , il 1, � I � � l HUNTER SRS-06 17A PEPCO-25 PSI , I 11, , \ , ",\ l, �_ - , �l _r . _� � I � / , - -I-,- - - - -_ `< z I , X" \ \ " ,l'% \ " " I - _: - 1� - \ � � " __ .- - -_ :, ,,, I � - li, I j I 1 I .- M_-, _� - - - . ..." 111 �_ �� i � , I ,� r- � , �\ - l, \ 1i 1, , , I i � I , I h =�,i!9 j -1 ........ � _13 �_2 0 ... I ..... 1, � 111---f ... - _� 11 11 _� I ll , ,_ , \ I \ , \ , � " \ � i I 1 , , 1 17 1-1/2" 19.28 GRASS HUNTER SRS-06 17A . 11 � I ; I \-I---- , 700 l.n i l i . 7/7/7 , / / •,/ ,, � FILTER AMIAD .75 / 1 ,/ ", ( � '- `,, \ \ il I l, / / \, , I � Ic , \ " / I 1� I / :, � \ "", ll , i I , ! , , - I �� \ \ � I 11,,�,,,%%',',l ''.. �il El I 11 i � 1, \ I .11111 � i .'111 11 \ � , 1, \1 1,\�,\, , I � , '' . , / � / !;" ,�5, \ " \ \ ��, . 18 3/4" 14.46 GRASS HUNTER SRS-06 17A 700 ---i t 2 I / C - \ \ NA \ ", \ \ ,, " � 1, 1, \ , � 1.5" C I i 11 / l � ll\ , . , i I " ,,, � 1 ; � ; . . , 0_1 __�'�\ \q � '� \ \ " � l, ,,, I , I I - — 2-1/2" P.V.C. SCHEDULE 40 MAINLINE 18" COVERAGE : " I- I l�� I I I � i, il, , , , l, � � i � � I'll , I I 1., 7- 4l' & * � 1: � ` � ), "", 11 , , , , " , ", I, i I I I 1� - / 1 2 ll� _,; , ,\ I 11, ,��, il " \ � I I \ I ; I / DONTRO ,MR-S I k i 1, ( '�lli - - - -, ... _k \ � \ I \ll,,�',, � � I � 11 ;, 'I', I f . I I . 700 1.5 � , '1�1 I - , i � � '' .. I [ V-9 I i k 11 \ , , , i I , , " ; I i ,� l � / ", _�, 19 3/4" 8 GROUND COVER DRIP .A � , 11 1, 'XI " l, k ,,,, ,,, " , � z 1 i , I 1 .2 'Nik 14 / - , I � "i, 24" COVERAGE ... - ... ___ ....... __ � i ... � ... � ......... ... � / � X,�Aw_��----��,% , , P.V.C. SCHEDULE 40 SLEEVE, 2X LINE I . I / 'I , -,,-- . . ................ i�,- I " , � - SIZE, BY GENERAL CONTRACTOR � I ,, ; I b / 1111111111111 I 11 - _ 777/ 1 i ; I: / l-, 11. I . W/ 6" SAND BED . - i I _� \ ........... . . .. , I ,\" , , , , 4 I I � i 1� " \ � 1\ \ , " "i , \ , \ � � � 1 - - - ,_It / / _� 'K, —I - i 1 20-24 SPARE EXCEPT WHERE KEYNOTED . � I � i - ,� 'I"-l-_�7-, i I \ \ 1, \ � ,� " �, "', �, , ,, CHEVRON l I i?)��,) � � I �Vl 9 . " ; , ,; , ,I � ,-,, lik''111, I I ,,\III, � I , � I I I I I . ; 1 ,a �i I \ , i PF�OPERTY LINE i ��'v '\�� I , \ I ,\ � , , , 1�. , I I P.V.C. CLASS 200 LATERAL, SIZE PER CHART � K. r-. „,� � 'l i ” _�'... I , . . %11111 � . "\/ - ....... �,� I �, � I ------- ,l�� 11 � I I � - � �,' i " ; PER SIZING CHART , ;� � � – – '4� �, I , IRRIGATIONCONSTRUCTION NOTES: IRRIGATION SYSTEM MAINTENANCE OR SCHEDULE 315 LATERAL I I I _i 1: �7 . 11 , I , 11 l � � , , _� I �o " � ........... � ... ��,- " ,,, I I � I t " , i" , , , 1, 4 V , �, ,� N', � 1. CONTRACTOR IS TO CONDUCT A FIELD REVIEW AND 1. LANDSCAPE SHALL BE MAINTAINED TO ENSURE WATER , / � ,� � i .. I i ; � - S." ��, I � I 11 t I � ./ ,� , I � i � , � , ",:l' ! I I " " ,` , -)3 il \ l'', i,%� , �, I �, " ", � I . I — , , , ,, �� IS TO BE FAMILIAR WITH ALL EXISTING AND EFFICIENCY. IRRIGATION SYSTEM MAINTENANCE TO - 1 i N 1 I i I ,-, �,)r, I ll I I .. / i \ , ,,, �, , I I , I . " �� , " , / 11 I 1� i -_ PROPOSED UTILITIES AND SUBSURFACE FEATURES INCLUDED, BUT NOT BE LIMITED TO, CHECKING, ADJUSTING i/ . I I ,\, " I'll, I V,7 \ � . ------------ \1 l , �1, 1 , , � _I T COVERAGE � I � I /, / , 1" � 0 2" POLYETHYLENE DRIP LINE WITH END CAP 6" 1 11 .§ I I I , � ,� \ . I ,;&I �\� ,�� . , I . ll� t.., . 11 \\ l I . � . I ., .... I ..................... . — � I .1 \ � I K. SEE ARCHITECTURAL AND REPAIRING IRRIGATION EQUIPMENT AND RESETTING . ; 71.000,� '-? � ,,, "', ,� l. � l, � \ � ,I I � I I I ______ I I � I �, . I - % � � \1 I ill Ln SITE PLANS AND CIVIL PLANS. AUTOMATIC CONTROLLER. PLANTING MAINTENANCE TO __N , I I k I . �"`, I � : -_ \,'A '�, 1' % I I I - � �11, �n l5l ,,,,`,!l' , I � I I I t i �. -= I ............... - .................... _____ ................ H7� � , '\) � � 1 �7_ 1 1 1 1 i , 1 2. ALL MATERIALS AND EQUIPMENT SHALL BE INCLUDE, BUT NOT BE LIMITED TO, AERATING AND , I , il - l t I 1, .V-1 I � I 1�� J '�' I -1 I -, I . , , I . - I � 'l I I \ , I I q ,!� _� � .,e, � , \ I I li� 11 \1 11 \1 '_ :,. - y )X %, ) I i- � \ I i ") l I , 1,b ! 'Y�l -I- .11 \\��,',,',,\ll, \1l I I I I l, �- . t . - 4�1'\ 11 I ,,, \ '' I �, �_ I I l LOW PRESSURE z ` 11, . I ! , I ! " -k- , , � \ " " \ �', PROVIDED AND INSTALLED AS SHOWN IN THE DETHATCHING TURF AREAS; REPLENISHING MULCH; PVC LATERAL SIZING CHART . ! , , I i r \1 1* I ,-, %1� I DETAILS AND AS DESCRIBED IN THE FERTILIZING, PRUNING, AND WEEDING ALL LANDSCAPED GUIDE-SEE PLAN 11. z % S k_� _ci __�!__ � "�k � , ,l��`,\ , � I � I i l \ I � 1111 ___ . 1. 1__� 1_1 i I 1. I \ � I � .l � � ��, \ I I I I I � I `_ ...... , - z I k , ____ - ,1 i, It, � \01 �\`, \', 'i '0 "', 1_1;'7 1- i � �� -____' _��'k , ��_',k , , \ SPECIFICATIONS, EXCEPT AS NOTED OTHERWISE. AREAS. . . , - __ ''i '- I . I . , , ., l'. k'� i I \ . \ ...... _/. .,,,..� �_,_ � _ � , _ - '' , - � �",\�ll\, I 1, , I \ WARNING I I ; I kl�� I- .... ___... E ....... . __ , I I , ,,,, I " I I I � 3. ALL UTILITIES AND EXISTING IRRIGATION THAT ARE 2. REPAIR OF IRRIGATION EQUIPMENT SHALL BE WITH THE . I I i l,�, I ! � . 71 - — ---- -- — "' , � l .'' � _s % I � , , I �� -1 1, I — �§ "I , \ � ,,, I I , 1, � � �_111 ... 116,�� I \ " " " "I "I , 0, NOT IN DIRET CONFLICT WITH THE NEW WORK ARE ORIGINALLY SPECIFIED MATERIALS OR THEIR LATERAL � I I �__ � I �� ll ''', � % I \ ,,, ,,, \ \� ,,\, R EQUIVALENTS. 100' MAX LENGTH LATERAL I 1, � ,,,, , " I , I I \ _-, � I � SIZE \ I I : ,� ; I � , \ L ..... I ___�'�Iz I �, ll l�, % � \ ", \ \ K � \ , " , , ,,, " , " ;0�1 / , , \ ! � i't -, �_ .... ___ � - .- ........................... - I 11 " \�, ", ", 5,4' 1 PROTECTED IN PLACE. ill I f � I " �- I .... 1/4" \ �\� 11 ,� 1, i, 1, 1, � 0-10 GPM SEE LEGEND FOR SEE L4 AND DO NOT 1--ir 11 I 11 I \ I I , i '� �)", - f EXISTING REMOTE CONTROL VALVES SERVICING W1.i , " 1, 1" l � \ l� �, :;A � PROJECT SPECIFIC NOTES: ...�. ...... � ................... ""I'll .... 4- ... - , I � �,li !-, "\_\ / 1, � - " . , I I I lul 1 1, I I � \ , l �, , i % , � 11 \ 11 \1 1-1/4" 11-16 GPM LATERAL MATERIAL i i I �_�,' ,I / , i l*10 , '' ADJACENT AREAS MUST REMAIN IN OPERATION T THE PLANTING AND IRRIGATION SHOWN ON THESE PLANS DOWNSIZE ANY PIPE 11 � �',,,, ,,,,, I I k" V � � I � 1 11 \ / t,ki, �, � " I I 11 / \ ,, I , � \ , \ \ \ � , " - 1-1/2" 17-26 GPM I l .0 � DURING THE COURSE OF THE PROJECT. SHOULD IS SPECIFICALLY TO ADDRESS THE REPAIR OF AREAS 11 I - I ") I � , I . OR EQUIPMENT. I I 1�, , I I '' ; i �� I I X Ill,tl I ", I -I'-" I i l , , � -7 1 THERE BE ANY DISRUPTION IN WATER SERVICE DAMAGED DUE TO THE CONSTRUCTION OF THE NEW STORM 2 27-35 GPM - I'll, I / \, I �� I , ___11 it -) , I ` I � I � " \ \ "I " " I - i -1 . 11 � t � I I 1, : , � \ I 1, I I I I ", L . AS RESULT OF THIS WORK AND PLANTS IN DRAIN SYSTEM AND ITS ASSOCIATED ELEMENTS. THE 2-1/2" 36-55 GPM . �, §� I I/ I � _�.,.�"/ � 1, I . \ \ l k � '� ! l t I ,.,) \ � . �, , I , r . (? I � ,,, , i, I � 5_0 ll I I - 1. . , I �_, , - - r . ... ........ �' llli (�Ii y I j \ C4 V -1, \ i \ I � ��Gj ADJACENT AREAS DIE, THE CONTRACTOR WILL BE INTENT IS TO HAVE THE REPAIRED AREAS MATCH THE I I , 0 � I " \ ,,, � , � ,,, � � I i p � � " I \ 11 � '. i� I , 11 j § " - \ I I I � � � �, ", , � ; RESPONSIBLE TO REPLACE PLANTS IN LIKE KIND, ADDITIONAL NOTES: I I , I 11 I I I 11 ,_ _,-, , ORIGINAL DESIGN INTENT AS MUCH AS POSSIBLE. � I I �, , , , , . 2 1 � 7 ; 'X --.---.--,-.. - ..... 1- __ , ;'l I I 'I i i I 1 2 � ___,_ %, � \ " , , . , . THEREFORE THE CONTRACTOR MAY BE REQUIRED FOLLOWING THIS INTENT THE FOLLOWING SHALL BE . I I ,,l . ...... - "t", ,!)\ � " i � i , " i I � I _� ........ . ....... —_ 1 � � -1,,1 I �, . " N I ;1 I , 1. WATERING TIMES SHALL BE BETWEEN THE HOURS OF 2 A.M. AND 10 A.M. I �___ I - I � I I .i , TO HOOK UP TEMPORARY IRRIGATION OR HAND FOLLOWED: 2. CONTRACTOR TO OBTAIN A ROW PERMIT FOR ALL WORK WITHIN PUBLIC R.O.W. I �� 'A��.,\z � 1 2 t I "I, 1.1, \�, � , ", ", � , - I I - I 1� 11 "I I , i ! �_ ) I WATER FOR THE DURATION UNTIL PERMANENT * THE IRRIGATION LEGEND FROM THE PREVIOUSLY 3. SEE SHEET IS FOR MONTHLY IRRIGATION SCHEDULES, WATER SOURCE DATA I " �l 2 / � � I W-1% \ � I � � 1 , 1 . , I I � "I \ ", � � , k � ,,, , . I . � " "I I . , � - ........ I - , , I � z , ,/ � REPAIRS CAN BE MADE. THE CONTRACTOR WILL 3 1 . � I " I \ ,,, " \ X I , , I . I APPROVED PLAN IS SHOWN HERE AND ALL OF THE SYSTEM REQUIREMENTS AND STATE M.A.W.A. CALCULATIONS. � � '>�, � I \ 0 ,,, � � � ,,, i, � BE RESPONSIBLE TO REPLACE IN LIKE KIND. I �- " � � i I I PARTS NECESSARY IN THE REPAIR SHALL CONFORM TO I I . ' � �, , \', \ i - I �\�\ ,,, l� ii ilk z � � , '�, �� \ f 4. EXISTING EQUIPMENT THAT IS NO LONGER . I � \ . I . � . 11 i �� t , I . THIS LEGEND. IF THE CONTRACTOR WOULD LIKE TO CITY OF ENCINITAS WATER USE CALCULATION ... ...... , � �1 i \ � � , i . , � � , l . t : I l , � \ \\�\l " � " ,,, . NECESSARY DUE TO NEW CONSTRUCTION, SHALL VARY FROM THIS LEGEND, A WRITTEN REQUEST TO DO i BE REMOVED FROM THE SITE. 42.9 X 1.0 X 581 X (.62) 1 �1, I SO SHALL BE SUBMITTED AND WRITTEN APPROVAL EWU-(ANNUALS) = = 24,725 \' \1 \\ \,\q,1, " 1 5. ALL IRRIGATION EQUIPMENT TO BE PLACED IN (.625) ; I " . . 0, , . GRANTED BY THE OWNER'S REPRESENTATIVE PRIOR TO I . e 3 _� ,� I : ; , , ll, , . EWU-(ANNUALS) = 24,725 GAL/YR. �l i I i 1\,� . PLANTERS IF POSSIBLE AND TO BE ROUTED i �\\\ i DOING SO. i � \� z I 9, �\ � AROUND LIGHTS AND OTHER OBSTRUCTIONS. l �� I I � ;1 � �\ * WATER CALCULATIONS AND WATER SCHEDULES ARE 42.9 X .6 X 12090 X (.62) ,� � �,'� , " � I I LOCATE CONTROL VALVES IN EASILY ACCESSIBLE ALSO THOSE PREVIOUSLY APPROVED. IF THE (.625) 1 . . � \ I �� I . . i / I ; l I , I , � I . . I ! EWU-GRASSES = = 308,707 . . I . . I .. . � . I t. / . l, , k % , I , , \ . . / I l. � . . I I I : / i � ,�� \ I l �1 " - - : AREAS OF SHRUB BEDS. I : . i ') 1, � I i I . I , ) "', l� I I I . . , \ . / 1 2� 1 I ! '' , CONTRACTOR WOULD LIKE TO VARY FROM THESE I . . : l`� ,-,,i I I 1��, � . . / I I I I \ 6. ADJUST SPRAY HEADS SO THAT NO WATER IS EWU-GRASSES = 308,707 GAL/YR. I . i , % � l � I I i : / . l- I "A � j I \ \ SCHEDULES A WRITTEN REQUEST TO DO SO SHALL BE . : 1 - 1______1 . . .................... I ... I - ................... __-1-- .... "I"..", ................. / 1� Rv l SPRAYED ON SIGN FACES, BUILDINGS, PAVEMENTS, 42.9 X .4 X 13,937 X (.62) = 237,245 1 - _/ ,,, i . , I � I . I , 'i I , - I I I 1, � . i / ll, �,, 1� , \\ . SUBMITTED AND WRITTEN APPROVAL GRANTED BY THE - .... � .... ..... � ........ __/ I , i I il� I . / (.625) . I 11 I I l z i k z i \ i 7. USE PRESSURE COMPENSATING SCREENS TO * IT IS UNDERSTOOD THAT SUPPLEMENTAL HAND DCOVERS = 237,245 GAL /YR. \ . I I \ OWNER'S REPRESENTATIVE PRIOR TO DOING SO. I �\ , �' I 11 \ \ \ � . I I i 1� I I .11 I , i 1% A l , \ \1 " , . I . I i REDUCE RADIUS OF SPRAY HEADS AND ELIMINATE . I i ii � ,, \ 11, \ "', S � i 11 , I � ! � I" 1, 11 i WATERING TO SOME OR THE REVEGATED AREAS WILL BE . z I/ I , � I q � � OVERSPRAY WHERE IT OCCURS. I . , I I ; , : 1, l I I i I 1, \1 � " l . q , I _1_' / i 'I, �,� I 8. USE IN-HEAD CHECK VALVES TO PREVENT NECESSARY DURING THE ESTABLISHMENT AND CITY REQUIREMENTS: , l : I I '10 ... I MAINTENANCE PERIOD. ANY DAMAGE TO THE EXISTING 11 , ! z , , 1, I U, I I I 1, . I / k�l I I LOW-HEAD DRAINAGE WHERE IT OCCURS. 1 ; 11 ...... I I i j�i . I � t , i '� il .... __-1.1 l I z . (�", , I �, " it . PLANT MATERIAL DUE TO OVER WATERING SHALL BE ' � . '' . , / . "I . . : � ___ I _11111 , i I k l, 9. CARE TO BE TAKEN TO AVOID' TO . . z r'� I'll . . �, � __' I i , I z REPLACED AT THE CONTRACTORS EXPENSE. DEEP WATERING TUBES PROVIDED ON TREES. ,- - � I __! G) I ,_ 11 l i .. � l i � , __ � I 1� li't K ��N ,F,', i " ,_ \ -, ll 7 EXISTING PLANTS AND THEIR ROOTS. NO - 4 . �� i . _-, ... 1 �,,' • THE MAINTENANCE PERIOD SHALL BEGIN AGAIN, IF I I I l " ------ i, � : z I I �i " - -I-- 1� -------- �, 2, I �l i . I 1, _,_', I ,_ i � I MECHANICAL TRENCHING BENEATH DRIPLINES. DO i . 41 _` . _q I i I 1, I -i SHRUBS, OR TREES, REQUIRE REPLACEMENT. THE . \� l I "I , . ESTABLISHMENT AND ESTABLISHED IRRIGATION lCk, . ,It ! . % ,__ -,-I- _11�1 � ji� (.) . NOT CUT ROOTS LARGER THAN 1-1/2" IN PERIOD SHALL RECOMMENCE AT THE TIME OF PLANTING. 1 � .... ... ? . . , -,- ---l-, ____ i 11 � 1� ' . \� , I � i z,' ,�, k-,l-'P,RWv!A� OC/�Ti0N -------- - Iff " " �� -I--- z SCHEDULES PROVIDED. . I , zE L ,-' -1fl- -, - - - llt - -1 -, I - ,�, ! L i� DIAMETER. 9 IF AN AREA IS DISTURBED, YET NOT SHOWS AS SUCH -- -,--, - _�";, , , I �� -,--, - .. - 1, I ,--, ro No-:53 I : " I—- , I I , - ,."- � I ,� 0C A � I I /2 " 11 -,-, ,___ __ - - _--l- -,-I (;�")-- I (Ti-q- i 10. PIPE SLEEVES IN COMMON TRENCH WHERE A. S 11 2 � I I ' I U t ... Go, t ... :5 Go t ... :5 i 1 _-.1 - , Go i ;,-,, , 11 i � - I.- - _ _�',?v " _-�, , : i \ _11 i - - ; I ON THIS PLAN, THE CONTRACTOR SHALL NOTIFY THE z Rfl::,H�� 5FF OVR. U�R.Ff ,/ _1 � _ - � -1 ------ ";l - ,�__i I -1 I : 7 I '' I, -, -_ __ --- ---- "I _ 3 � i I -, , - ' _-, -1- I I ; I I __ - :�r - , ,-- -- - ��114" OWNERS REPRESENTATIVE IMMEDIATELY AND SUBMIT EXP. 10-31-15 " I I - __ ill ; . I , PLAN, " __ I."----- 11 � -------- , -, l - ,_ _ -,� POSSIBLE (SEE MECHANICAL AND ELECTRICAL 11 - , �, ___ - - -��-",_ �A��-,*"-_ I --l' ,_ .- I I �; : , I I I � - / -"- ��__ � �,11_ � 1�kl I I DRAWINGS). it * q I I _::,- --- - I I SHOP DRAWINGS FOR REVIEW, COMMENT AND/OR ; I , I -7-1 .---' -, I,- I ..... � - I ! � ri-� ! \!�� / "", I ------- � " 1� .... . . ,_ _� " , / I 11. THE CONTRACTOR IS REQUIRED TO PROVIDE THE APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO ; . . �. .. I � " _1____ 'I- , ,_ , - I . ; \ N ; - ,- --- - - lt_ '� " - ; i z c ,/ " I ------- , -1 ��__ " __ � �:, ,,-,,- - "" 11 I -� ; I . � -,-,,' _ - -_ ,_� , __ '' � - __ "I � ; I "-, _X: i MATERIALS SHOWN ON THE PLAN DRAWING. I , ,,,� I -, � I ly�, - .- ...... l, \1 I __,_�--, l,5- .1 �- " - __�_ 1, ') � , �, � - v _� ; �i; I I / ,-- / I \ .... I , _ I ; I , / " , e- __-, l I -i _ I "" I . THE WORK BEING DONE. ------ 1 , - - , _�_ _111--l-, --' ---' ___ ___ , : 7� � , , _"-� ,�,_ - __ 11 _ I 11 " QUANTITIES IN THE LEGEND ARE MERELY A GUIDE. 2. THE EXISTING IRRIGATION SYSTEM IS SHOWN SCREENED ' _ , I � , I I ,� \ -- " -1 I " , / . I . "< -- ---- I -------- ', L ��. ,--- z ill, ... :_ ___", �_� " I ,\ -11,� lio ( � 1'_,�-- 4 QUANTITIES SHOWN ON THE DRAWING TAKE ; � . I - " " I � I 1- I , I _�, � . . , " � : � � . . --- j , I , ' -,V, I 1 -.11 I,- , - I ,,.I, _� . . . .... Jl _ ___ __ I 1�___l `,_1 � ___ z ........ I ,---- - � - I I /I I , � TO MORE CLEARLY DEFINE THE Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein , ; (� 1, , , --� I __ " , , /, ; --l- ,-, � . � 1 % ___ i I I -.-- - I I 11 ! i i , __1 -, �; ------ � �-,_ _-, /1-, �.!'-�j 1 1, " ___�,_Il,_ei � , -, --- "" -_ --- - ( l _1� I 11. I i�_ 'l, , Z., � �, ___ -, I � � __ - ,�, �� ,� . - __ ,ll� QUANTITIES LISTED IN THE __ , , ; I � _ � , -, " I -.-..,- lzwl ,_��k �___ ---,l, � __ - I ' -- , - -, , - �_ I I . . - -, - __ ANTICIPATED NEW WORK. THE ANTICIPATED NEW I �_ " ,lo --- . - .1 , described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a I i . � ft, ,�v � , , � -", __� - - \' 11 . - L " %I I I - i 1 1 . . I 11 I I - - - ; ; ___��l, I _ - _ ll, �_ - I � ---- --- building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement � - - , --: � f I � �,,,��- , � " 4 , -I,-- --- V_ . �k_,, ,�T " I" , I LEGENDS. 100% HEAD TO HEAD COVERAGE IS , - ----- __ i /-� V --- - - " - - I 11 REQUIRED. CONTRACTOR TO ADD ADDITIONAL and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features I � l � ; I 1-1 __ __ , __ _ I _ I I I EQUIPMENT IS NOT. THE CONTRACTOR MAY REQUEST A I l I �,- - -,- I i - ----- 11 , V - I __ , . � 11 I - �", - , 1�- i _ j , - -, " -_ - ----- _1 ___ __1` . '.. 1. . . . I 1, "l, - 11 _1 I _1 � 3 , - . i, t� :� /_ -.'I,,- " � - I _ __11 -,-' 2, ,,, - . COPY OF THE EXISTING IRRIGATION PLAN NOT SCREENED . 14,� - -i- I - -,..---- - 11 I , I ,,-- -e ,all ,,, _. - - HEADS AS NEEDED AT NO EXTRA CHARGE. or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have I : _�.. . t, )-1 11 I � _ - _ - � / : , 11 � " . I ..... -IF l . ___ . .. " - - � -------- ------- _ - - . ..- '= I 11�111111�1,1111�111'_ � ""Ill' . - - j-1-7, k- - ,,,� . ...... . "..."11. .::,::,_ - " / , .. \ I , ... ... � . 11- -1 written permission of Chevron Corporation. - -, - � ��, R. i I -, � . - (AND WITHOUT THE NEW EQUIPMENT SHOWN) IF THAT , - _�, . _�, . ------- _. - i I - _ 12. P.R.V. TO BE INSTALLED IF PRESSURE EXCEEDS 80 1 ___�,_�__ �� _n:� - _ I WOULD BE OF INTEREST. _;"1 , , __ - l. -.-,.-.-. ___�'_ \, __�'_ , I - ,, _ I - � �,,� --'-' - -1 -'if i - I " I -,-, - I " pu __... - ----- - � . . . . . I : - , ,� I I . __� ,,-,,- -7 ?_ _. _____ _ z 'j- , 11 - _ � ....... ___ @2005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. " �, - _", ,!, C _ " "I __ I ", �,� l.I.: __ _ l TED i 11 -, - P.S.I. ' '_ 0 I - - , I ,* - -.-.- , - - - - - --- I - i :_ , ,_ la", ,. - , I i I z , 'r __ I ; 3. IF IMPROVEMENTS ARE SHOW WITHIN THE ANTICIPATED � . I 11 I "I "l �zlz� __ I , , . , - - 13. RUN CONTROL WIRES IN CONDUIT THROUGH - , " I " _ .- - - ....... � ; Stantec Architecture Inc. i,, � ).:l 1 ��, [4 , - z I - I I _ ) i, I ��, ,_ .I i ,: 70 � . . __ ... .... � - , I '_ -, . I - � ,, - '. ", _- - - __ __ i - - I.- /4 \1 I -1 I . . l _-T AREA OF DISTURBANCE, BUT THE AREA IS NOT .1 t- � . \ JL..- i - / � . : < - ___ � ! i: . l � /2" 1,4 � '� R_ ��j - Z. 1, � I ..... ......... - - BUILDING FROM CONTROLLER TO NEAREST cy Dr. -.- _ - -, ;� - � ... """ 11 __ , l; - -_ - .......... I , I It", I-- �, I I ------- 11 ,,,I �.` ____ Ill, .- DISTURBED, THE CONTRACTOR SHALL PROVIDE -,S-.,,, , j ', ; � 1: - . -n,:i " - , � - ..... _,_ __ _' . ��. �, _ � .......... I -�_-:�!!:____L=�;�--_ "l , ��11�., ll l -,- _ - -1 I PLANTER. I - - - INFORMATION SHOWING THAT REPAIR OR MODIFICATIONS Tel. 949.923.6000 Fox. 909.923.6190 _..._,� Rc'-4i- _: I __ - " - .. _1111.11 ... . ........ � ............... ____ .... - ........... ... - ___ 4 r, " , : . . . ............. �__�1124 ---------- � ----------- �-,-�;�z�<w- --- ---- .............. L_ %PLCI Irvine, CA 92618 L LL", " - _. � - -"-", �.= I . lu�,_ - r : � _R10_ �_F___L_. .-..-..-.-.. 11. 'N _ - — ARE NOT NECESSARY. www.stantee.com . I ��,_ _1= - OR R S 11 � � 1, �11� - _%il r7 1 li.75' I : 1� l----- - I `,_1 11l A D Chevron - � ' ��,-__L�� PT.�� - � _, / . .... _,j I I �� ,,__ L. F__��_ \� ��,,__ �� , ��,,__L�� , _._ ��,,---,_ �� , L _ _ ___.. _____ ��,,--,__L��_Tj� AF I ------ r ----------------- I , l" 10 - _.-IL= 1�j � . cl� l ll I ... . .. __ " _�,�_ I _: ---. . - � .- ____l I -.-. � 4 - L, I 1 -11 ----.-.-, � ' CHANGE NO. DESCRIPTION APPROVED DATE K SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: IDBY� ENGIN G DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. , " + I \ - MR I SC I KM RING VALS — — DESCRIPTION: PLANS AIRED UNDER SUPERVISION RECD A GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 LANDSCAPE tjE 1 "D� 13 LOCATION: REPARED UNDER OF 0 ' 0�7 HORIZONTAL: SEE PLAN DATE: IV KOK _ _ SS# 9-5664 IRRIGATION RECORD FROM: r ELEVATION: VERTICAL: SEE PLAN � I R.C.E. NO.: 4053 . ASI MAHER � CHEVRON PRODUCTS CO. / 25,42 61 _& DATUM: NAVD88 I I I A. STEVENS COOK 11 — EXP.: 10-31-15 , DATE I/- AI _/S DATE / -/-/S- - PLANNINGCASENO: 12-024ADR/CDP APN # 216-030-51 ,67,69 HEET10OF 18 I _______ - IIIIIIIIIIIIIIIIIIII I °�� ll� ` �`�� I,. - ,. ``` �` " �\ ANi1CPATED NOTES ACCEPTABLE PLANT SIZES, VARIETIES AND PLANT SCHEDULE \- v \, I \ v, 1 RENOVATION OF EXISTING PROJECTS CAN BE VARIABLE IN COND O "I \yy7,, ,, , , ��v �� Ill NS AT TIME OF PLANTINGr 1.1 PLANT MATERIALS ,_� ;� s ` ; ,A� ' THEIR NATURE. WHILE THE ATTEMPT TO DETERMINE THE LIMITS TREES CODE BOTANICAL NAME / COMMON NAME CONT SPACE ZONE QTY DETAIL , y A. MAINTENANCE OF PLANTING: �yv OF CONSTRUCTION /OR DISTURBANCE, SITE CONDITIONS MAY SIZES HEIGHT X SPREAD CALIPER �� ' rARTINSS� cAr� , 1. CONTINUOUSLY MAINTAIN ALL PLANTINGS IN AREAS INCLUDED IN THE CONTRACT v DICTATE OTHERWISE. x . s •a�AIR'GQ�t�= /Kna�s -o�, `�. FROM THE BEGINNING OF CONTRACT WORK, DURING THE PROGRESS OF WORK; 1�%, v -„^ �� 2. ALL AREAS DISTURBED OUTSIDE THE "LIMITS OF ANTICIPATED SHRUBS: i PK PYRUS KAWAKAMII / EVERGREEN PEAR 24 "BOX AS SHOWN M /0.5 2 1 /ID AND FOR A PERIOD OF 120 DAYS AFTER COMPLETION OF ALL WORK UNTIL FINAL ■" ,3 w ` `x \ \ DISTURBANCE LINE SHOWN ON THE PLAN, SHALL BE '± 1 GALLON 18 X 12" - -- ACCEPTANCE OF ALL CONTRACT WORK BY THE OWNER'S REPRESENTATIVE. ' ? "„ f?ROPJ \\ t \�,, ,;; ` RESTORED TO THE CONDITION OF THE ORIGINAL DESIGN'�NNTENT. 5 GALLON 36" X 30" V x`Fh � ` \' \ 1' THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE QA QUERCUS AGRIFOLIA / COAST LIVE OAK 24 "BOX AS SHOWN U0.2 4 VID o `xOWP1 .,Pg , ,'` \\ < '�\\ .. 2. LAWN MAINTENANCE: :._ C ' I \L TREES al--' "E4atrt RLCH\ CLIENT'S REPRESENTATIVE FOR APPROVAL PRIOR TO TREES: a. MOW TO A UNIFORM HEIGHT OF 2" MAX ONCE A WEEK. wnvAR�f,� 3eaR rECreo LAaE , CONDUCTING THE WORK. w� - NoNO,�R ESSNA6L8 I 15 GAL 7 -8' X 2' -3" .75" I \`A �n ©vEOA ate, F ear4i \` 3. AREAS THAT ARE NOT DISTURBED, EVEN IF SHOWN WITHIN THE QW QUERCUSWISLIZENII IINTERIORLIVEOAK 15 GAL AS SHOWN U0.2 3 VID b. WHILE MOWING "SCALPING" AND WHEEL "RUTTING" SHALL NOT BE PERMITTED. x a TQy T 24" BOX 9 -10' X 4' -5' 1.75" C. TRIM EDGES ALONG MOW STRIPS. �� A, , "LIMITS OF ANTICIPATED DISTURBANCE" LINE SHOWN ON THE 36 BOX 12 -14' X 6'-7' 2.75" d. APPLY 15 -5 -7 COMMERCIAL FERTILIZER AT LEAST ONE TIME DURING ` I,N I 1, ELZ \. PLAN, SHALL NOT REQUIRE ANY MODIFICATION OTHER THAN y ' l- `. 48" BOX 16 -18' X 8 -9' 3.25" SHRUBS CODE BOTANICAL NAME /COMMON NAME CONT SPACING ZONE* QTY DETAIL MAINTENANCE PERIOD. x x \ ` 1 THAT NECESSARY FOR THE ADJACENT DISTURBED AREA TO e. AERATE & DETHATCH TURF TO MAINTAIN WATER EFFICIENCY. ,.. x , "� , .I\ \ \`'.`\ COMPLY WITH THIS DESIGN, OR IN THE CASE NOTED ABOVE TO t PLANTS SHALL BE HEALTHY WITHOUT PESTS OR DISEASE CC CEANOTHUSX CONCHA` /CALIFORNIA LILAC 5GAL 8' O.C. U0.2 8 3 /I0 - ` x w \.,`v : r; \, -24 bax` , , \ \ THE ORIGINAL INTENT. AND SHALL NOT BE OVERGROWN; SHOW KINKED OR 3. TREE /SHRUB CARE: 0 . x x x tti , ' `'H' 4 `, ` `\ , CIRCLING ROOTS; HAVE DAMAGED OR TWISTED TRUNKS; a. INSECTICIDES, HERBICIDES, FUNGICIDES SHALL BE THE FINEST QUALITY 11, x" ` \ Fi DF70 E \ ", '` GRAPHIC SCALE SHOW A PRESENCE OF HEAVILY MATTED OR WOODY PT PHORMIUMTENAX / NEW ZEALAND FLAX 5GAL TO.C. L /0.2 31 3 1ID OBTAINABLE. I 11, I "I x w x x \,,, ',,I - � \, `" ,\`',i \ � o m 20 +o PERIPHERAL ROOTS; OR BE SO RECENTLY CANNED THAT b. CHEMICALS SHALL BE DESIGNED FOR THE PROBLEM AND APPLIED IN A ll*, - x --; W x " x \ , y \\ \\ I, `, , , , ; � T THOROUGHLY DEVELOPED . y ? x -- _. , x x x ` • \� \; \ \ 1 ,�. ` `• `l \ "' THROUGHOUT THE CAN. O RC RHAPHIOLEPIS INDICA ` CLEAA` / INDIAN HAWTHORN 5 GAL 4' O.C. U0.2 10 3 /ID C. PRUNING IOSHALLMBE DONE BY A QUALIFIED PROFESSIONAL USING APPROVED THE ROOT SYSTEM IS NO THR �t , x ,i, W. x" +., , , , , , . .. ' FEET x, x.,` ,:�. :� �' , ,\ ' . \\,, \"",\, � , - . METHODS /TECHNIQUES. �I x� pi x \ EX1S711y1A2E$tA1 +7HiN rHE1 A�fTiSOF �,HICh'`� 20 ft TREES USED IN PLANTER FINGERS OF PARKING LOTS OR d. PRUNE ONLY TO CORRECT MIS - SHAPING, ENCROACHMENT OR REMOVE 11 I x �, x 4 ix w x x. �,, ,,`A"C 'CEES `AID €A `7Q EY2 MQVEbAND `�,t AS STREET SHADE TREES SHALL HAVE A HIGH RI RHUSINTEGRIFOLIA /LEMONADEBERRY 5GAL 6,O.C, VL /0.1 5 3 /ID DAMAGED /DEAD WOOD. I I x x x,l x.( x x`z x -a `,ll;RED{A pAS�I?F�d1Yi'IEbQNTWISwHe.. ``\ ` BRANCHING STRUCTURE BY GROWTH OR PRUNING TO A `` ti e. AVOID MAJOR PRUNING DURING SUMMER MONTHS: POTENTIAL DAMAGE IS �'` r x "' x ` \`\ ,\ \,` \` X10 AW 1ft ES ONTH 51Tfs` 4' CLEAR HEIGHT. PREVALENT. x ° x w x j ., it x x w ti )x x x, x I ,\ \\ \ GROUND COVERS CODE BOTANICAL NAME /COMMON NAME CONT SPACE ZONE* QTY DETAIL x x x I x !�, y x" �, x x. y • ti 7H'ATARRMF317EDQR1}AbfAf f. REMOVE WEEDS THROUGH CHEMICAL AND /OR MANUAL METHODS. "'EEE (/ }'(� (�� y THE CONTRACTOR IS TO BE CAREFUL IN ORDERING g. CONTROL DISEASE AND INSECT INFESTATIONS WITH APPROVED CHEMICALS. -^lN ` - ...9,- +b -'�i lX, .4 Y . x- J`W }` `. :, � -.,� ,. A ,,, iYl- `F.,UF V..IJ, STR Y �� ` `t x x" /, x u." x PLANTS WHICH ARE AVAILABLE IN BOTH GROUND COVER, ! x x S x x , �HALU�E�PL) CEQlmIN KElK1 D ` ` h. FERTILIZE TREES /SHRUBS AT 60 DAYS WITH A BALANCED 15 -5 -7 SLOW I x ,x: x. *. x 1 SHRUB OR STANDARD FORMS AND IS TO PLACE THE H1 HYDROSEED MIX 1 /NON- IRRIGATATED COASTAL SAGE SCRUB MIX HYDROSEED NA L /0.2 401 SF 2 /ID - , "'A -PE +T- 98128`SHA`Lbet`P> k ,, RELEASE FERTILIZER AT MANUFACTURER'S RECOMMENDED RATES. x f " x a M y x 0 w ;` 1 \ PLANT ORDER PER THE LEGEND GROUPING DESIGNATION; SEE SHEET IS FOR HYDROSEED MIX AND SPECS - x, x ,'" Al x x x. x, x .,. x *.. "x -``v. ,�.� THE;C'E 8[VijONTkI+ShIE� ,, t HEIGHT FOR THE MATURE PLANT AND OTHER LEGEND i. RESTAKE AND RE -TIE TREES AS NEEDED ACCORDING TO TREE GROWTH, USING by\ `� ORIGINAL METHODS AND MATERIALS SPECIFIED. • ` 'k' x ff x�J Je •4 x. 1t' •y% x- x W x x x W ,��`�- \l �". \ . ' ,? }}} ti `, , NOTES OR VARIETY NAME. x x x x xt x x x x x x x x f x x x_ \ , \\ , THIS PROJECT HAS BEEN DESIGNED IN x H1.1 HYDROSEED MIX 1.1 / BIO -SWALE MIX HYDROSEED NA M /0.5 11,262 SF NA j. TRIM TREES AT SIDEWALKS AND ROADWAYS TO PROVIDE T VERTICAL l` �*_.- x,_ x x x x x x `, \x ,,x -- _' x 1W x x x �\ ©F ~ h`I ' CONFORMANCE WITH CHAPTER 23.26 OF SEE SHEET IS FOR HYDROSEED MIX AND SPECS. CLEARANCE MINIMUM. ",*,'' x . x x x x \.; ✓ THE MUNICIPAL CODE. k. TRIM TREES AND SHRUBS TO ENSURE SIGN VISIBILITY. ,,. x. k x " "_.- - :t.._ " "t I. SHRUBS AND TREES ADJACENT TO ROADWAY INTERSECTIONS TO BE TRIMMED \x x x x x x x x x y x ,f x" ti ,,. _ i % DESIGNER: A. STEVENS COOK It ` x x , s� *. _." x ..- x x x x x �,'�. ` ` ` "` CAPE TO PROVIDE ADEQUATE SIGHT DISTANCE FOR ENTERING EXITING VEHICLES. 1 a " ., \ �, - 4 . -- _ NO.4053 VB VINCA MINOR BOWLES BLUE / DWARF PERIWINKLE FLAT 1 O.C. L /0.2 988 2/ID x:. x , x � x « ."_._ -. x ; x x x x xf x - _ LXPDS AR0I31T15 ® 4. REPLACEMENTS: IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE OR x x \ x\ x......:w w x -"` w ._.x�... - x\ .,i x x x. x x\., Lx x . , `, ' , ,,, :>, 1, . ti l ; ; � - , i� i + ; STANTEC INC. ARE DAMAGED. REPLACEMENTS SHALL BE MADE TO THE SPECIFICATIONS AS _ x:,. x x x, _vb .... x x ," x x, x w,,.. -x x x x x � � \ , ,. ,. . V " r \' , + 19 TECHNOLOGY DRIVE, SUITE 200 REQUIRED FOR ORIGINAL PLANTINGS. o fTl y ....� .p, - x- x. .i„ -.w x. ,', V. x x x ,v- Ta.! x� x. .. -.� s4� �, \`,, " 4 t 1.; t Y G ' #:.., �/ xf. "�x. x x x. vr' w,• x , w. ,y x , ,,,, , \ , \. ,t i I ' i !, 11. - `: . .� _ I f=, , IRVINE, CA 92618 N OF PLANTINGS AT THE END OF THE MAINTENANCE PERIOD: ^, - 5 CONDITION ;;D o x ys x. - � -r... .0 x. �,e w.. ' x ., ai S .� x ._.✓- ....r"`. , ,', `, ", ", , \ \ \ 1 1 -, I a j ? �o x x` -' _ �< - ;` t, i I , (949) 923 -6144 a. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, UNDAMAGED, AND FREE FROM � Z °b x • x" �. x. x x- s'„ -.rr -as/�x 'w� .r`, _' s _'�,e ..,,x _.... T ,�, �` ..� \ :4 j \ , , t t 3 I I I `.....,* I i i ,G.". ,i„ ,k, ... x. x" ,,,� - ... x ,,,,.. � x ` y �v vs , _ ,. - r� .. , ,, ,4i .- ..,� \ i i t I �, r \ t , , b. GROUND COVER, SHRUB AREAS, AND OTHER PLANTING AREAS SHALL BE FREE Z \l 'W _ x J �' .� .., i -- � I , OF ALL WEEDS BROADLEAF AND GRASS WEEDS. -_ i - -_ `' , \ ,t t ', i i TYPICAL LANDSCAPE CONSTRUCTION NOTES C. PLANTINGS THAT DO NOT CONFORM TO SPECIFICATIONS SHALL BE x. , " ��"'"``"r- -',�~. ? . -'�t -_._:. _ _..�: I . r- �.' , `� ''`... t �''<.i ' t _ ; .,' 1 \ �. , I _ Y COND TI N BEFORE FINAL I 11" b I, I REPLACED AND BROUGHT TO A SATISFACTORY 10 -• /,,, -• -.:; \ jj Y , t ; `t , i 1. CONTRACTOR IS TO CONDUCT A FIELD REVIEW AND IS TO BE FAMILIAR 14. IF THERE ARE EXISTING ON STIE LANDSCAPE AREAS TO REMAIN: SURFACE ACCEPTANCE OF THE WORK CAN BE MADE. " ` " f \ \ " \ 1= 1 ` `, WITH ALL EXISTING AND PROPOSED UTILITIES AND SUBSURFACE FEATURES IN THESE AREAS TO BE CLEANED FREE OF WEEDS, LITTER, DEBRIS, ETC. QW ! J ' ` { , `i ,_ \ l ', �` ''' ` ` PRIOR TO START OF WORK. SEE ARCHITECTURAL SITE PLANS AND CIVIL REPLACE DEAD DAMAGED, OR MISSING PLANTS WITH 5 GALLON SPECIMENS d. GROUNDCOVERS AND ANNUAL /SHRUB BEDS TO BE EDGED AND TRIMMED. 4'` 1 -15 a ~ I - -' , ? \ , e. REPLENISH MULCH TO DEPTH SPECIFIED. KEEP MULCH 3" AWAY FROM I 9 � \ , , , � PLANS. OF SIMILAR MATERIAL. TOP -DRESS AS DESCRIBED IN GENERAL NOTES (THIS ROOTCROWN. 1 EXISTING TREE WITHIN THE LIMITS OF ? _ ; , 1 =' i ' , , , t, , 2. ALL MATERIALS AND EQUIPMENT SHALL BE PROVIDED AND INSTALLED AS SHEET). FERTILIZE WITH A BALANCED, COMPLETE, GRANULAR (10 -10 -10 + GRADINGAREID BEREMOVEDAND \ ,' �;\ � tt , '�\ t= 1, 1 ; ,; I SHOWN IN THE DETAILS AND AS DESCRIBED IN THE CHEVRON MICRONUTRIENTS) TIME RELEASE PLANT FOOD AS NEEDED. APPLY AT THE ``" REPLACED AS IDENTIFIED ON THIS SHEET ti r " VIB ;, _ _� \ i , `11 ` ,, , _: ! ; SPECIFICATIONS, EXCEPT AS NOTED OTHERWISE. MANUFACTURER'S RECOMMENDED RATE. CITY REQUIREMENTS aT. 988 -flat I ",._�- , � \ h, t, \ Z `% v , .I I: 3. ALL UTILITIES AND EXISTING IRRIGATION ARE TO BE PRESERVED AND TOTAL SITE AREA= 56,230 S.F. I 11 F--- REMOVE STEPPING STONES AS NECESSARY tr 1.;, ` „, ; `}``, , l, \ 't .,t• `, `I !. i PROTECTED IN PLACE. EXISTING REMOTE CONTROL VALVES SERVICING 15. CARE TO BE TAKEN TO PROTECT EXISTING LANDSCAPE FROM DAMAGE DURING LANDSCAPE= 26,608 S.F. AND R� STALL PIRIORTOF N SH GRADING CE f " `.f 1_1 1 ttt ` 1, ', i'. ` ' ` CONSTRUCTION. TRENCHING BENEATH DRIPLINES OF EXISTING PLANTS SHALL 1 , ADJACENT AREAS MUST REMAIN IN OPERATION DURING THE COURSE OF LANDSCAPE= 47% 2 EXISTING TREES WITHIN THE LIMITS OF i - :3 '`. '• THE PROJECT. SHOULD THERE BE ANY DISRUPTION 1N WATER SERVICE BE DONE MANUALLY. NO ROOTS LARGER THAN 1-1/2"O SHALL BE CUT. ACCESS AREAS TO BE REMOVED AND �' ^� _ ` "� AS RESULT OF THIS WORK AND PLANTS IN ADJACENT AREAS DIE, THE PLANTS ARE IN COMPLIANCE WITH CONDITION SCW %�'i ��_, �, ' , , , i 16. SLOPE: ALL AREAS GREATER THAN 1.5:1 IN GRADIENT SHALL BE TREATED REPLACED AS IDENTIFIED ON THIS SHEET. I: ± "- 44t, , t i t E RESPONSIBLE TO REPLACE PLANTS IN LIKE KIND. ` ' •' ' `� ' r - -- r i - ,t ' ` V `� '` ` \ ' ' \ l: 1� THEREFORE THE CONTRACTOR MAY BE REQUIRED TO HOOK UP TEMPORARY „„ - WITH JUTE MESH. STAPLES SET 12° MAX. N CENTER STARTER ROW, THE _. -, r 'r t 1 � % l ,t� °� 24 "HON CENTER. FABRIC SHALL HAVE AX6�MINEOVERLAP.RSEE DETAIL 12/ID. 20' LANDSCAPE SETBACK PROVIDED 11 /' �; �f ^y i,;A, IRRIGATION OR HAND WATER FOR THE DURATION UNTIL PERMANENT - - , , 1` , REPAIRS CAN BE MADE. THE CONTRACTOR WILL BE RESPONSIBLE TO 17. IF SHOWN, 36 "O PLANTER TUB (SUPPLIED BY OWNER) TO BE PREPARED, _ � '';, / -:-;,. , , �__�,. ��+ t) �k � -,` ��t'. '\ �1 11�� . tt, ';� REPLACE IN LIKE KIND. BACKFILLED, AND PLANTED PER LEGEND AND CIRCULAR PLANTER /IRRIGATION 16 PARKING SPACES (1) 15 GAL. TREE REQUIRED PER 5 `" 1 l z i.• r "I I' 1 \ t \ `_ A � DETAIL. SPACES= 3 TREES REQUIRED. 11 PROVIDED IN PARKING AREAS i } t t``,` 4. ALL PLANTING AREAS, EXCEPT LAWNS AND ANNUAL FLOWER BEDS, SHALL \ \'' f.„ " \ ,, t' = BE TOP DRESSED WITH A 3" (MINIMUM) DEEP LAYER OF 1/2 " -1" 18. DASHED LINES INDICATE CONTOURS OF MOUNDING. ( +1' -0" EACH). H.P. REQUIREMENT MET .� __ �,- y 1 i h ! \ \ ` INDICATES LOCATION AND RELATIVE ELEVATION OF HIGH POINT ABOVE FG OF \ - \i ', WESTERN FIR BARK OR EQUAL. ANNUAL FLOWER BEDS SHALL BE ," \ ?- ,r � , ti \'1 ; : SITE PLAN VIEW SCALE: 1" = 10' 10/29/15 Underground Service Alert of Southern California Call: TOLL FREE 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG RE— NOTIFY EVERY TWO WEEKS TICKET # DATE CALLED: CAUTIONM ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. THINK SAFETY: 1. SAFETY MEETING AT LEAST ONCE A WEEK. 2. IN CASE OF ACCIDENT, CALL GENERAL CONTRACTOR'S OFFICE IMMEDIATELY. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH /EXCAVATION PERMIT NO.___________ DISCLAIMER ESSI SHALL BE INDEMNIFIED FROM ANY EXPENSES DUE TO CLAIMS, DEMANDS, DAMAGES, AND INJURY OR DEATH RESULTING FROM THE GLOBAL INSTABILITY OF THE SLOPE. ADDITIONALLY, DUE TO THE POTENTIALLY ADVERSE SITE CONDITIONS, CONTINUED ERROSION AND THE DYNAMIC NATURE OF THE SOIL, EARTH SUPPORT SYSTEMS, INC. SHALL HAVE NO WARRANTIES, WRITTEN OR EXPRESSED, REGARDING THE LONG -TERM PERFORMANCE OF THE WALL SYSTEM ,t t i i i i i NOTE: STRUCTURAL DESIGN REVIEWED AND APPROVED BY ESGIL CORPORATION AS PC #15 -2068 Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. ®2005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. Stantec Architecture Inc. ®C4-ft Irvine, TechCA 9 Dr. Chevron Ir ne CA om bal Maw Tel.949.923.6000 Fox.909.923.6190 www.stantec.com OQ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: AWN BY CHECKED BY ENGINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION; LOCATION: RECORD PROM ELEVATION. DATUM; NAVTIRR HORIZONTAL: 1" = 10' VERTICAL 1" = 10' PLANS EPARED UNDER SUPERVISI ❑N INI OF DATE, /D -2q -16 R,C.E, NH.: 68436 R JORDAN EXP, 09/30/17 REC ❑M E APP; *PIASI HER GLENN PRUIM i r !r X3 . /S �Z -�- /S DATE DATE GRADING PLAN FOR 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 CHEVRON PRODUCTS CO. APN # 216 -030- 51,67,69 PLANNING CASE NO 12 -024 ADR /CDP ES 1 0 _G. 0. SHEET 12 OF 18 OQ 50.00' mm 3„ x 12" DF #2 TIMBER LAGGING BEYOND a y _ d 12° SHOT CRETE PER 5 ES3 0 U ZE T \ — _ °a _ — — — — _ C I x 12" DF #2 FOR LOCATIONS REQUIRING /a B.O.W.- 49.00' ENGINEERED BACKFILL (TYPICAL, U.N.O.) = ° ° B.O.W. =48.00 ° B.O.W. .00 APPROXIMATE LOCATOI OF STORM DRAIN = (BY OTHERS, R CIVIL DRAWINGS) -- USE FREE DRAININ ACKFILL (LE. B.O.W. 47.00' F REFERENCE ONLY B.O.W. =45.00 — GRAVEL) WITH FILT R FABRIC BELOW BOTTOM OF PIPE P GEOTECHNICAL SPECIFICATIONS BOTTOM OF ITPERMANENT WALL ...... NOTES: ELEVATION VIEW - LOOKING SOUTH WEST 1. FOR SOLDIER BEAM LENGTHS, DIMENSIONS AND TIEBACK ELEVATIONS, SEE SECTIONS ON ES2.0 AND SOLDIER BEAM SCHEDULE ON SHEET ES4.0. 2. FIELD LOCATE PROPOSED STRUCTURES PRIOR TO ANY SHORING INSTALLATION. SCALE: 1" = 4' a r � ~ SKEW TIEBACK 3' i AINAGE; PIPE BY OTHERS (PER CIW PLANS). SHOWN FO REFERENCE ONLY,,-CONTRAtTOR TO GOORDINA SHORING AND- -PIPE L ATIONIS PRIOR TOIiQSTAL, TON. 5 6 7 8 I -- 70.00' • 1 11 50.00' 40.00' PLAN VIEW - SOUTH WEST „ , 4 10/29/15 s P �� `N .....r.....�.. .,, --- 0 ,o —i I9 C�VII _4� Tel..stant3.6000 Fax. 909.923.6190 �. - wwwstanteacom OF CAUF�� RIC R.C.E. 68436 EXP. 9 -30 -17 DATE ' ev ron CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY; I CKED BY; ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION LOCATION; RECORD FROM; ELEVATION: DATUM; NAVD88 % HORIZONTAL; 1" = 10' VERTICAL: V = 10' PLANS PARED UNDER SUPERVISI ❑N INIT S OF DATE; 10-2.q-16 R.C.E. NO,; 68436 JORDAN EXP. 09/30/17 REC❑ D APP V oC S MAHER GLENN PRUIM �l•,2� -/S /Z -� -is DATE DATE GRADING PLAN FOR; 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51,67,69 PLANNING CASE NO; 12 -024 ADR /CDP ES 1 - 1 tv SHEET 13 OF 18 v� PROVIDE TEMPORARY SAFETY CABLE RAILING (TYPICAL AROUND ENTIRE SHORING PROJECT, IN COMPLIANCE WITH CAL -OSHA STANDARDS, BY OTHERS) FREEBOARD (SEE ELEVATION) FINISHED SURFACE „ D" toe 6 - S3. S3. 41 2 i 12" 2" ``1'„ ` EXISTING /FINISH 42 GRADE OR SLOPE 1 WHERE APPLIES 1 SACK SLURRY (ABOVE TOE) TIMBER LAGGING SEE ELEVATION PERMANENT SHOTCRETE FACE (SEE DETAILS 2 /ES3.0 & 5 /ES3.0) SOLDIER BEAM (TYP.) EPDXY COAT BEAM TO 1' -6" BELOW TOP OF CONCRETE TOE. 3,000 PSI (MIN.) STRUCTURAL CONCRETE TOE �n 12" (SEE ELEVATION) 2" SHOTCRETE FACE (ARCHITECTURAL FINISH & /OR WATERPROOFING AS REQUIRED, BY OTHERS) REINFORCING STEEL #5 @ 12" O.C., EACH WAY, EACH FACE Y4" X 10" WELDED STUD ® 16" O.C., MAX. (SEE DETAIL 3 /ES3.0) WELL GRADED "DRAIN ROCK" - WRAPPED IN FILTER FABRIC BY OTHERS (PER CIVIL PLANS) 24 "x12 "x6" DEEP IN FRONT OF WEEP HOLES SHAFT "TOE" DIAMETER, "d NOTES: (SEE SCHEDULE FOR SIZE) 1. NEW STRUCTURE NOT SHOWN FOR CLAIRITY. 2. FOR DIMENSIONS "D "toe, & "H ", SEE SOLDIER BEAM SCHEDULE ON SHEET ES4.0 3. SET BOTTOM OF SHOTCRETE APPROXIMATELY 1' -0" BELOW FINISH GRADE IN FRONT OF WALL (�1� SOLDIER BEAM SECTION (CANTILEVER) N.T.S. SOLDIER BEAM (SEE SCHEDULE FOR SIZE) ,I == 11/2" (MIN.) BEARING TIMBER LAGGING SEE ELEVATION TIMBER LAGGING SEE ELEVATION 20d TOE NAIL (4 PER BOARD AS REQUIRED) FOR LAGGING INSTALLATION (TYPICAL) LVLL 4 TIMBER LAGGING BRACE DETAIL L I3 0 N.T.S. r r 2' -0" 0 a 0 - -- 2 %� a 2" 3" J 3,000 PSI (MIN.) STRUCTURAL - CONCRETE TOE �� - PERMANENT SHORING SECTION EPDXY COATED SOLDIER BEAM (TYP.) DRILLED SHAFT--,., BACKFILLED WITH \ CONCRETE /SLURRY r 20d NAIL (AS REQUIRED) FOR LAGGING INSTALLATION (TYP., CONSULT WITH GENERAL CONTRACTOR FOR WATERPROOFING REQUIREMENTS) 0 N.T.S. MIRIDRAIN 6000 GEOCOMPOSITE DRAIN 24 WIDE VERTICAL STRIPS, CENTERED AT MIDSPAN OF BAYS, WITH 24 WIDE CONTINUOUS /, HORIZONTAL STRIP AT BOTTOM � OF EXCAVATION. FABRIC SIDE OF X� MIRADRAIN TO FACE TIMBER LAGGING, PER GEOTECHNICAL ENGINEER & MANUFACTURER RECOMENDATIONS. �/x TIMBER LAGGING /K (SEE ELEVATION) SOLDIER BEAM (TYP.) EPDXY COAT BEAM TO 1' -6" BELOW TOP OF CONCRETE TOE. 3"O (SCH.40) PVC WEEP HOLE WITH DRAIN GRATE CENTERED BETWEEN BEAMS (TYP.) MAY BE LOCATED 6"± ABOVE FINISHED GRADE, AS REQUIRED. 3" CLEAR (TYP.) MAXIMUM SPACING OF SOLDIER BEAM (SEE ELEVATION FOR SPACING) l FILL VOIDS BEHIND LAGGING WITH e ,COMPACTED SOIL OR LEAN CONCRETE i o G TEMPORARY TIMBER LAGGING SEE ELEVATION MIRIDRAIN 6000 GEOCOMPOSITE ,• ; °.. �; DRAIN 24" WIDE VERTICAL STRIPS, n a CENTERED AT MIDSPAN OF BAYS, WITH 24" WIDE CONTINUOUS HORIZONTAL STRIP AT BOTTOM OF EXCAVATION. FABRIC SIDE OF MIRADRAIN TO FACE TIMBER LAGGING, j PER GEOTECHNICAL ENGINEER & MANUFACTURER RECOMENDATIONS. REINFORCING STEEL-/ 3/4" DIA. x 10" WELDED STUD BEE (MIN.) #6 ® 12" VERT. EF SHOTCRETE THICK ® 16" O.C. (TYP. 0 EACH BEAM) PER 6 /ES3.0 BEARING 12" HICK FACE REINFORCING STEEL YO (SCH. 40) PVC WEEP HOLE WITH (SEE ELEVATION) DRAIN GRATE CENTERED BETWEEN BEAMS #6 ®12" HORIZ. EF (SEE DETAIL 2 /ES3.0) (�5� PERMANENT SOLDIER BEAM PLAN SECTION \E$3,0e N.T.S. 10" WELDED 16" O.C., D PE MANUFi MIRIDRAIN 6000 GEOCOMPOSITE DRAIN 24" WIDE VERTICAL STRIPS, CENTERED AT MIDSPAN OF BAYS, WITH 24" WIDE CONTINUOUS HORIZONTAL STRIP AT BOTTOM OF EXCAVATION. FABRIC SIDE OF MIRADRAIN TO FACE TIMBER LAGGING, PER GEOTECHNICAL ENGINEER & MANUFACTURER RECOMENDATIONS. A V — TEMPORARY TIMBER LAGGING (SEE ELEVATION) — EPDXY COATED SOLDIER BEAM (TYP.) NOTES: 1. GRIND EPDXY COATING FROM SOLDIER BEAMS AT STUD LOCATIONS. 2. METAL ARC WELDING (GMAW) OR SHEILDED METAL ARC WELDING (SMAW) PROCESSES ARE ACCEPTABLE PROVIDED SURFACES TO BE WELDED AND SURFACES ADJACENT TO A WELD ARE FREE FROM LOOSE OR THICK SCALE, SLAG, RUST, MOISTURE, GREASE, AND OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. 3. SPECIAL INSPECTION FOR STUD WELDING IS REQUIRED. 4. VERIFY WELDS USING BEND TEST AS RECOMMENDED BY MANUFACTURER. 5. TOUCH UP EPDXY COATING AS NECESSARY, PER MANUFACTURE'S RECOMMENDATIONS. STUD WELDING DETAIL FREEBOARD (SEE ELEVATION) PERMANENT SHOTCRETE (SEE DETAILS 2 /ES3.0 & 5 /ES3.0) s WELDED STUDS (SEE 3 /ES3.0) N.T.S. COPE BEAM AS REQUIRED - EXISTING /FINISHED GRADE OR SLOPE WHERE APPLIES \ CONCRETE BROW DITCH (BY OTHERS) PER CIVIL PLANS EPDXY COATED SOLDIER BEAM (TYP. SEE SCHEDULE FOR SIZE) NOTES: 1. COPE SOLDIER BEAMS AS REQUIRED 2. LAGGING NOT SHOWN FOR CLARITY 3. TOUCH UP EPDXY AS REQUIRED PER MANUFACTURE'S RECOMENDATIONS 6 TOP OF WALL DETAIL ES3.0 N.T.S. Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. 02005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. �� }}QQ//�� Stantec Architecture Inc. ® V{ mn+g%4r 38 Tech nolocy Dr. C }} ine CA 92618 10/29/15 Jj9T APPROVED )TUDS BENCHMARK SCALE SPECIAL DISTRICT APPROVAL T 3.6000 Fax. 909.923.6190 DRA BY 1AX. ENGINEERING D PARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT C1V1� OF, ��Q Chevron i www .stont stahtea aam RIC DO J R C E 68436 R ,CTURER CAUE�� GRADING PLAN FOR 540 LA COSTA AVENUE, ENCINITAS, CA 92024 ss# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51,67,69 PLANNING CASE ND'. 2 -024 ADR /CDP ES3.0 /� SA'i� V — TEMPORARY TIMBER LAGGING (SEE ELEVATION) — EPDXY COATED SOLDIER BEAM (TYP.) NOTES: 1. GRIND EPDXY COATING FROM SOLDIER BEAMS AT STUD LOCATIONS. 2. METAL ARC WELDING (GMAW) OR SHEILDED METAL ARC WELDING (SMAW) PROCESSES ARE ACCEPTABLE PROVIDED SURFACES TO BE WELDED AND SURFACES ADJACENT TO A WELD ARE FREE FROM LOOSE OR THICK SCALE, SLAG, RUST, MOISTURE, GREASE, AND OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. 3. SPECIAL INSPECTION FOR STUD WELDING IS REQUIRED. 4. VERIFY WELDS USING BEND TEST AS RECOMMENDED BY MANUFACTURER. 5. TOUCH UP EPDXY COATING AS NECESSARY, PER MANUFACTURE'S RECOMMENDATIONS. STUD WELDING DETAIL FREEBOARD (SEE ELEVATION) PERMANENT SHOTCRETE (SEE DETAILS 2 /ES3.0 & 5 /ES3.0) s WELDED STUDS (SEE 3 /ES3.0) N.T.S. COPE BEAM AS REQUIRED - EXISTING /FINISHED GRADE OR SLOPE WHERE APPLIES \ CONCRETE BROW DITCH (BY OTHERS) PER CIVIL PLANS EPDXY COATED SOLDIER BEAM (TYP. SEE SCHEDULE FOR SIZE) NOTES: 1. COPE SOLDIER BEAMS AS REQUIRED 2. LAGGING NOT SHOWN FOR CLARITY 3. TOUCH UP EPDXY AS REQUIRED PER MANUFACTURE'S RECOMENDATIONS 6 TOP OF WALL DETAIL ES3.0 N.T.S. Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. 02005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. �� }}QQ//�� Stantec Architecture Inc. ® V{ mn+g%4r 38 Tech nolocy Dr. C }} ine CA 92618 10/29/15 Jj9T APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL T 3.6000 Fax. 909.923.6190 DRA BY CHECKED Br ENGINEERING D PARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT C1V1� OF, ��Q Chevron www .stont stahtea aam RIC DO J R C E 68436 EXP 9 -30 -17 DATE CAUE�� GRADING PLAN FOR 540 LA COSTA AVENUE, ENCINITAS, CA 92024 ss# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51,67,69 PLANNING CASE ND'. 2 -024 ADR /CDP ES3.0 /� SA'i� CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY. DRA BY CHECKED Br ENGINEERING D PARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION; LOCATIDN RECORD FROM ELEVATION, DATUM; NAVD88 PLANS PREPARED UNDER SUPERVISI ❑N INITIA ❑F DATE, 2 -4s R,C,E, NO. 68436 JORDAN EXP, 09/30/17 REC❑ APP V IAHER GLENN PRUIM �/� 3 /� _ /2 - / - /,f DATE DATE GRADING PLAN FOR 540 LA COSTA AVENUE, ENCINITAS, CA 92024 ss# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51,67,69 PLANNING CASE ND'. 2 -024 ADR /CDP ES3.0 /� SA'i� SHEET 15 OF 18 I PP�_ GALVANIZED ANCHOR PLATE (PER MANUFACTURER'S TIONS) ,D VIEW A —A " DOUBLER R if if BARS II 4" B of a b c IN IN IN IN OF EPDXY COATED SOLDIER BEAM AN CHOR HEAD 1 /2x3 1% 0 _ - '' �~ 1 x 8 1 x 4 7/6 „ „ STIF PLATE "b" DOUBLER BAR (ONE EACH FLANGAA *J6 1/2 11"< bf 1 x9 If 9A6 2 REQ. 4"x 4"x tflange II II II EPDXY COATED SOLDIER BEAM L (TYP.) „ „ /I "a" STIFFENER BARS WITH Yz" x 3" EPDXY c FILLET WELD 3 SIDES, (TYP.) I COATED FLAT BAR EPDXY COATED / II SCH. 40 STEEL TRUMPET PIPE STRAPPING „ 1/4 6 (24" LONG) WELDED TO ANCHOR PLATE I SOLDIER BEAM (SEE SCHEDULE / / l ELEVATION AND SECTION � FOR SIZE) —EPDXY COATED / /----------- - - - - -� " SOLDIER BEAM NOTES: / A IF STRAPS ARE PERMANENTLY LEFT IN / I 1/2" x 3" FLAT BAR STRAPPING PLACE, GALVANIZED PAINT OR COATING OF FLAT BAR IS REQUIRED. EPDXY TIMBER LAGGING (SEE STRAPPING DETAIL) PLAN / SEE ELEVATION g `' STRAPPING DETAIL (AS REQUIRED) B NOTES: if If PROCEDURE SHOWN IN THE SHORING NOTES. ,D VIEW A —A \ (SEE DETAIL 1 /ES8) ACCEPTABLE. USE GALVANIZED PAINT �6 TO TOUCH -UP AFTER WELDING IS COMPLETED. SECONDARY GROUTING \ DCP PERMANENT I I * SCH. 40 STEEL TRUMPET PIPE (24" \ TIEBACK ANCHOR — LONG) WELDED TO ANCHOR PLATE / TRUMPET SEAL \ VARIES I D (FOR GROUTING TRUMPET) SB FLANGE " DOUBLER R if if BARS BARS B of a b c IN IN IN IN OF EPDXY COATED SOLDIER BEAM AN CHOR HEAD 1 /2x3 1% 0 _ - '' �~ 1 x 8 1 x 4 7/6 „ „ STIF PLATE "b" DOUBLER BAR (ONE EACH FLANGAA 2Ya 1/2 11"< bf 1 x9 If 9A6 2 REQ. if 12' TIMBER LAGGING EPDXY COATED „ .__ SEE ELEVATION I SOLDIER BEAM (SEE SCHEDULE GALVANIZED ANCHOR PLATE (PER � FOR SIZE) MANUFACTURER'S SPECIFICATIONS) g A ELEVATION VIEW PLAN VIEW \ B NOTES: 1. TIEBACKS SHALL BE INSTALLED IN ACCORDANCE WITH THE TIEBACK INSTALLATION PROCEDURE SHOWN IN THE SHORING NOTES. 2. TIEBACKS SHALL BE INSTALLED ON LEFT SIDE OF ODD NUMBERED SOLDIER BEAMS AND ON THE RIGHT SIDE OF EVEN NUMBERED SOLDIER BEAMS. \ 3. SPECIAL INSPECTION IS REQUIRED ON ALL WELDING. \ PERMANENT TIEBACK *FIELD POCKET SCHEDULE SOLDIER BEAM EPDXY COATED WELDING OF TRUMPET PIPE IS \ (SEE DETAIL 1 /ES8) ACCEPTABLE. USE GALVANIZED PAINT �6 TO TOUCH -UP AFTER WELDING IS COMPLETED. SECONDARY GROUTING \ DCP PERMANENT I I * SCH. 40 STEEL TRUMPET PIPE (24" \ TIEBACK ANCHOR — LONG) WELDED TO ANCHOR PLATE / TRUMPET SEAL \ VARIES I D (FOR GROUTING TRUMPET) SB FLANGE STIFFENER DOUBLER WELD WIDTH BARS BARS SIZE bf a b c IN IN IN IN bf<7" '4x7 1 /2x3 1% 7 "< bf <9" 1 x 8 1 x 4 7/6 9 "< bf < 11 1 x 9 1 x 5 1/2 11"< bf 1 x9 1 x6 9A6 \ NBONDEp LE i/ NGry ELASTIC HOLE CENTRALIZE @ 8 ° -0" O.0 GALVANIZED ANCHOR PLATE (PER _ ` SHOP CEMENT GROUT MANUFACTURER'S SPECIFICATIONS) 80 N (BETWEEN BAR & KICKER PLATE WELDED TO FLANGE I » " pE® LENGry CORRUGATED SHEATHING) OF BEAM AND ANCHOR PLATE I I 6 OR 8 DEPENDING ' ON TIEBACK T'e DIAMETER `. "a" STIFFENER BARS WITH "c" FILLET WELD 3 SIDES, (TYP.) PVC CORRUGATED TIEBACK DIAMETER PVC SMOOTH SHEATHING SHEATHING (SEE SCHEDULE "b" DOUBLER BARS WITH PRIMARY GROUT END CAP ON SHEET ES8) c" FILLET WELD (TYP., BEYOND) WRAP TAPE AROUND TRANSITION NOTES: 1. DOUBLE CORROSION ANCHORS ARE PREFABRICATED IN SUPPLIERS SHOP. ACTUAL ANCHOR SIZE, LENGTH, SHAPE, BEARING PLATE, STIFFENERS, ETC. MAY DIFFER FROM WHAT IS SHOWN. ANCHOR SUPPLIER SHALL PROVIDE A SHOP DRAWING TO THE SHORING ENGINEER FOR APPROVAL BEFORE ANCHOR FABRICATION BEGINS. 2. EPDXY COATING REQUIRED FOR ENTIRE TIEBACK POCKET, INCLUDING DOUBLER BARS, STIFFENER PLATES & WELDS. 3. USE GALVANIZED PAINT OR EPDXY COATING AS APPLICABLE TO TOUCH UP AFTER ANY FIELD WELDING IS COMPLETED. VIEW B—B, SOLDIER BEAM AND TIEBACK ANCHORAGE DETAIL (DOUBLE CORROSION PROTECTED)— PERMANENT /"i SOLDIER BEAM AND TIEBACK ANCHOR POCKET DETAIL (DOUBLE CORROSION PROTECTED)- PERMANENT CHANGE NO,I DESCRIPTION APPROVEDI DATE BENCHMARK DESCRIPTION1 LOCATION; RECORD FROM: ELEVATIONI DATUM1 NAVD88 N.T.S. SCALE I SPECIAL DISTRICT APPROVAL LAN` INIT 8 "0 EXTRA STRONG STEEL PIPE 1 -Y4" THK. FLANGE PLATES, 50KSI (TYP. FRONT & BACK) EPDXY COATED SOLDIER BEAM, TYPICAL (SEE SCHEDULE FOR SIZE) d w z N (TYP.) ANCHOR HEAD ASSEMBLY AND BEARING PLATE PER MANUFACTURER'S SPECIFICATIONS � w z \ d 34 "f (TYP.) w 6" MIN. (TYP.) WELD 4 SIDES Ltotal, =24" MIN. (TYP.) 8 "0 EXTRA STRONG STEEL PIPE FRONT VIEW SIDE VIEW NOTE: POCKET SHALL BE EPDXY COATED AFTER FABRICATION CENTER POCKET DETAIL (ALTERNATE) PROVIDE TEMPORARY SAFETY CABLE RAILING (TYPICAL AROUND ENTIRE SHORING PROJECT, IN COMPLIANCE WITH CAL -OSHA S nc� IANDAP FREEBOARD (SEE ELEVATION) „H„ PERMANENT SHOTCRETE FACE (SEE DETAILS 2 /ES3.0 & 5AS3.0) r5 FINISHED SURFACE „D„ toe 2 N.T.S. 2" IT EQ• EXISTING /FINISH 42' GRADE OR SLOPE 'N EQ. I WHERE APPLIES EPDXY COATED SOLDIER BEAM, TYPICAL (SEE SCHEDULE FOR SIZE) d TIEBACK 0 w 1 -Y4" THK. FLANGE PLATES, 50KSI (TYP. FRONT & BACK) 11 /z SACK SLURRY (ABOVE TOE) TIMBER LAGGING SEE ELEVATION T.B. ANGLE (SEE SCHEDULE) - BACKFILL ABOVE PLUG WITH 1t /z SACK SLURRY UNBONDED CENTRALIZER @ 8' O.C. LENGTH e P (TYP.) BONDED u . LENGTH FAILURE i� PLANE 60° SOLDIER BEAM (TYP.) EPDXY COAT BEAM TO 1' -6" BELOW TOP OF CONCRETE TOE. PSI (M II CONCRETE 3,000 TOIE.) STRUCTURAL 6 "0 CEMENT 1 PERMANENT DCP GROUTED TIEBACK ANCHOR PLUG W /POST GROUTING SHAFT "TOE" DIAMETER, "d" NOTES: (SEE SCHEDULE FOR SIZE) 1. NEW STRUCTURE NOT SHOWN FOR CLAIRITY. 2. FOR DIMENSIONS "A", „ D „ „ toe, H „ „ & "S”, SEE SOLDIER BEAM SCHEDULE ON SHEET ES4.0 3. SET BOTTOM OF SHOTCRETE APPROXIMATELY 1' -0” BELOW FINISH GRADE IN FRONT OF WALL %2� SOLDIER BEAM SECTION (CANTILEVER) No 68436 * P, 7 Q400000 10/29/15�� RICARDO J R.C.E. 68436 EXP. 9 -30 -17 DATE DRAWN CHECKED Br ENGINEERING DEPARTMENT APPROVALS ABED UNDER SUPERVISION REC[ AP d OP DATE. �(� oft R,C,E, NO. 68436 rNUAS7 MAHER? GLENN PRUIM JORDAN / / ;0 �S /2 -� -/S EXP, 09/30/17 DATE DATE N.T.S. W Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. 02005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. IStantec Architecture Inc. ®Star "C �r 38 Tech nolocy Dr. Chevron Irvine CA om Tel.949.923.6000 Fax. 909.923.6190 www.stantec.com CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51967,69 PLANNING CASE NO'• 12 -024 ADR /CDP DRAWING NO. ES3.1 / 2,5ZA-6 SHEET 16 OF 18 I SOLDIER BEAM SCHEDULE From To SB SB . Shore Toe Sold. I Use Height Depth Bm Section _ _ - -. - Qty - H ! Dtoe Total Toe Drill Diameter _ -� H +Dtoe d Tieback No. of Diameter TB dte Distance i Distance from T.O.Beam last TB to TB #1 to Subgr. A i S T.B. / Waller Tierod Angle Diameter _ TB #1 ; TB #1 2 Lock -off Test Load Load TB #1 TB #1 I Unbonded 1 Length TB #1 Bonded Length TB #1 3 Total Length TB #1 � 4 Reinforcing steel and prestressing steel ft I ft 5.1 ft in in Provide soil compaction test results, depth of fill, ft ft deg I 5.3 kips i kips 6 ft ft i ft Structural masonry Soil item 13.1 slab design for each building site 8 Reinforced gypsum concrete 14 Smoke control system 9 Insulating concrete fill 15 Special cases (describe) ' Spray - applied fireproofing 16 off -site fabrication of building components 11 Deep foundations (piling & drilled caissons) �,• Other special inspections as required by designer ` Shotcrete 1 2 _ 2 W 18 X50 7.0 ' ._m 16.5 23.5 30 CANT CANT CANT ' CANT a - I x - w 3 3 1 W 16 X 45 14.0 ? 14. 17.5 31.5 30 � �0 6 1 5.00 9.00 � � 22 1 BAR 4 _._- 46 �- 69 15 20 35 !. ..............y _w..,..._......_ 4 4 5 5 �.,.. ..- ,...._.... 1 1 4......_ „......_. -- .. _.._ 1m_.. e... W 18 X 76 1 21 0 W 18 X76 20.0 ......_.«....- :._m.,:.......... 23.0 23.0 .,._.W:... «.. ®...,....nom.. 44.0 36 43.0 1 36 .._..._. m. e....,. m..__.,... 6 I 6 _.......:.._..._,«....,_...:... 1 1 ..... e._.« �.._.._.... ....�..._........w�..__�__... 7.00 I 6.00 aa............. I 14.00 14.00 ,......,_...... ..,..._...._.,..,__! 221 22 ..�...: 11.«._.. _..,.... -1/4 BAR 1 1/4 BAR 3 .._..,....,.......__..._._...,..-.. I 85 85 1 e__-$._. a ......�:.m...........e.._...... 127 127 ,s.. .....,..,,e 15 15 .... .. 20 20 .' _,. ...- _. ....,..m.._.._» 35 35 6 6 1 � W 16 X 45 15 0 17.5 � 32.5 30 6 1 5.00 � 10.00 22 1" BAR ; 46 69 � 15 20 � 35 7 1.__ W 16 X45 15.0 1775 I 32.5 30 6 1 6.50 8.50 30 i 1" BAR 58 _ 87 15 12 5 27.5 8 8 1 t W 16 X 45 1 15 0 17 5 32.5 30 6 1 5.50 9.50 44 1 BAR 63 94 13 12 25 9 9 1 ; W 27 X 114 7 . 5 I 41.5 36 CANT CANT CANT CANT 10 10 1 € W 27 X 102 2.0 1 � 24 5 36.5 36 CANT CANT CANT , CANT - - - - I -- 11 i 11 1 W 18 X 50 2 0 16.5 18.5 _ 30 CANT CANT CANT CANT I - - �. -,_ , 1 , SUMMARY OF SPECIAL INSPECTION 1 Concrete 13.1 Verify soils conditions are substantially in 2 Bolts installed in concrete 2 conformance with the soil investigation report 3 Concrete moment - resisting space Vanne 13.2 Verify that foundation excavations extend to proper 4 Reinforcing steel and prestressing steel the CBC. depth and bearing strata 5.1 All structural welding 13.3 Provide soil compaction test results, depth of fill, 5.2 Weld testing ductile moment - resisting steel frame Verify length, diameter & angle' for tieback anchors & soldier beams. relative density, bearing values 5.3 Welding reinforcing steel 13.4 Provide soil expansion test results, expansion index, 6 High- strength bolting 10 recommendations for foundations, on -grade floor 7 Structural masonry Soil item 13.1 slab design for each building site 8 Reinforced gypsum concrete 14 Smoke control system 9 Insulating concrete fill 15 Special cases (describe) 10 Spray - applied fireproofing 16 off -site fabrication of building components 11 Deep foundations (piling & drilled caissons) 17 Other special inspections as required by designer 12 Shotcrete (Structural Observation) Number Description of Type of< Inspection Required, Location, Remarks, etc. Design Strength 1 Shotcrete. Verify design mix & strength. 4000 psi 2 Anchor Grout. Verify design mix & strength. 7 3 Verify drilled shaft length, diameter & angle for anchors. 2. Smoke Control System, by the Mechanical Engineer of record. 4 Placement of reinf. steel and tiebacks. the CBC. 5 Field Welds (all welds not done in an approved shop) E70 -XX 6 Verify placement of soldier beams. formance of the work unless otherwise specified. When 7 Verify length, diameter & angle' for tieback anchors & soldier beams. special inspection. 8 Grout /post grout procedure for tieback anchors & soldier beams. the geographic location of the work is such that it can- 9 Verify testing & lockoff loads for tieback anchors. without the approval of the City Inspector is subject to 10 Structural concrete/ for Soldier Beam Toes 3000 psi 11 Soil item 13.1 a. The Special Inspections listed are in addition to the c. The Special Inspectors must be certified by the City of called inspections required by the CBC, as amended. San Diego to perform the type of inspection specified. Special Inspection is not a substitute for inspection SCALE by a City Inspector. Exceptions: 7 1. Soils inspections by the Soils Engineer of record. 1. Structural Observation does not inclOde or waive 2. Smoke Control System, by the Mechanical Engineer of record. the responsibility for the inspections required by 3. When waived by the Building Official. the CBC. d. It is the responsibility of the contractor to notify the b. Continuous inspection is always required during the per- Special Inspector or inspection agency least one formance of the work unless otherwise specified. When r working day prior to performing any work that requires work in more than one category of work requiring special inspection. special inspection is to be performed simultaneously, or GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51,67,69 PLANNING CASE NO: 12 -024 ADR /CDP the geographic location of the work is such that it can- e. Specially inspected work that is installed or covered not be continuously observed in accordance with the pro- without the approval of the City Inspector is subject to visions of the CBC, it is the agent's responsibility to removal or exposure. employ a sufficient number of inspectors to assure that all the work is inspected in accordance with those provisions. 0 I . A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 2. AN APPLICATION TO PERFORM OFF -SITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO FABRICATION. 3. A CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF PRE- FABRICATED COMPONENTS. 4. NOTICE TO THE APPLICANT /OWNER /OWNER'S AGENT /ARCHITECT OR ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION /INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF -SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 5. NOTICE TO THE CONTRACTOR /BUILDER/ INSTALLER /SUB - CONTRACTOR /OWNER- BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION /INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF -SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 6. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENTS. 10/29/15 R.C.E. 68436 EXP. 9 -30 -17 DATE Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mile" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. ©2005 Chevron Corporation, a division of Chevron US.A. Inc. All rights reserved. Chevron Stantec Ir Tech CA 9 Dr. n Irvine, CA 92618 Tel.949.923.6000 Fox.909.923.6190 www.stantec.com CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DR BY. CHECKED BY: ENGINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: LOCATIDN: RECORD FROM: ELEVATION: 11A I I IM: NA\/nPP - PLANS PREPARED UNDER SUPERVISI ❑N INITI OF DATE: 10- 15' R.C.E. NO.. 68436 I JORDAN EXP.: 09/30/17 REC❑ APP V AS . 1 MAHER GLENN PRUIM DATE DATE GRADING PLAN FOR: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 SS# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51,67,69 PLANNING CASE NO: 12 -024 ADR /CDP ES4.0 '�X G SHEET 17 OF 18 r 1 41 GENERAL NOTES AND DEFINITIONS 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAFETY AND CONSTRUCTION CODES. SHORING WALL DESIGN HAS BEEN PREPARED IN ACCORDANCE WITH THE 2013 CALIFORNIA BUILDING CODE. CONSTRUCTION OF THE PERMANENT SHORING WALL SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE AND 2013 CALIFORNIA GREEN BUILDING CODE, AS AMENDED BY THE CITY OF SAN DIEGO MUNICIPAL CODE. 4. THE SHORING CONTRACTOR IS DEFINED AS THE ENTITY WHICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN ON AND DESCRIBED WITHIN THE CONTRACT DOCUMENTS. 5. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 6. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT & CRANES SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 7. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE PROPERTY EARTH SUPPORT SYSTEMS INC. AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND /OR USED WITHOUT OUR WRITTEN CONSENT. 8. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. 9. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MAY BE IN CONFLICT WITH OR AFFECTED BY THE SHORING SYSTEM. 10. ALL INSPECTION SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 11. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 12. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 13. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND /OR MATERIALS MAY BE USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER AND THE BUILDING OFFICIAL. 14. THE GENERAL CONTRACTOR SHALL PERIODICALLY MONITOR THE FACE OF SHOTCRETE AS THE INSTALLATION PROGRESSESS. THE SURVEY DATA SHALL BE REDUCED, INTERPRETED AND TRANSMITTED TO THE SHORING ENGINEER. 15. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL SHORING WORK SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE. MATERIALS 1. WELDING: ELECTRIC ARC USING ELECTRODES E70 -XX PLACED BY QUALIFIED WELDERS. 2. STRUCTURAL STEEL: STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A -992 (50 KSI) OR BETTER. 3. LAGGING: IF SOIL CONDITIONS AND CHARACTERISTICS MERIT, LAGGING MAY BE OMITTED IN CERTAIN AREAS AS DIRECTED BY THE SHORING ENGINEER. LAGGING SHALL BE ONE OR A COMBINATION OF THE FOLLOWING ITEMS AND SHALL BE APPLIED AS DIRECTED BY THE SHORING ENGINEER: A. DOUGLAS FIR #2 TIMBERS PRESSURE TREATED FOR GROUND CONTACT (AS SHOWN IN ELEVATIONS). B. REINFORCED SHOTCRETE FACING C. STEEL PLATE 4. STRUCTURAL CONCRETE FOR SOLDIER BEAM TOE: STRUCTURAL CONCRETE FOR SOLDIER BEAM TOES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS (TYPE II /V CEMENT) WITH A MAXIMUM WATER- CEMENT RATIO OF 0.45 BY WEIGHT 5. SHOTCRETE: SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI WITH A MAXIMUM WATER /CEMENT RATIO W/C =0.45; TYPE II /V CEMENT REQUIRED (OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER). SHOTCRETE SHALL BE APPLIED BY A CERTIFIED NOZZLE - MAN. SHOTCRETE CONSTRUCTION AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF THE CBC. A TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN, EXAMINATED AND TESTED PRIOR TO COMMENCEMENT OF PLACEMENT OF PERMANENT SHOTCRETE FOR THIS PROJECT. 6. LEAN CONCRETE: LEAN CONCRETE SHALL BE A MIXTURE OF SAND, CEMENT AND WATER WITH A `MINIMUM OF 1 SACK OF CEMENT PER CUBIC YARD. 7. EPDXY COATING: SOLDIER BEAM EPDXY COATING SHALL BE BITUMASTIC COAL -TAR EPDXY TWO COATS SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 MILS. ALL STEEL SURFACES SHALL BE BLAST WITH SSPC -SP10 (NEAR WHITE) BEFORE COATING IS APPLIED. 8. GEOCOMPOSITE: GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRAIN (OR EQUAL). 9. REINFORCEMENT STEEL: REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO REQUIREMENTS OF ASTM A615. 10.NELSON STUDS SHALL BE NELSON SHEAR CONNNECTOR STUDS MANUFACTURED FROM ASTM A 108, GRADES C -1010 THROUGH 1020 COLD DRAWN STEEL. STUDS SHALL BE IN CONFORMANCE WITH ICBO EVALUATION REPORT 2614. MATERIALS (CONTINUED 11. ANCHOR TENDONS (TIEBACKS): TIEBACK ANCHOR TENDONS SHALL BE HIGH STRENGTH THREADED RODS WHICH COMPLY WITH THE LATEST EDITION OF ASTM A- 722 -75, A- 615 -75 AND SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 150,000 PSI SUCH AS DYWIDAG, WILLIAMS OR EQUAL. ANCHOR TENDONS SHALL BE DOUBLE CORROSION PROTECTED PER MANUFACTURER'S SPECIFICATIONS. 12. ANCHOR CONCRETE /GROUT: ANCHOR PLUG FOR SHALL BE NEAT PORTLAND CEMENT WITH A MAXIMUM WATER- CEMENT RATIO OF 0.45 BY WEIGHT (TYPE II /V CEMENT REQUIRED OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER). IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTRAPLAST -N BY SIKA CORP. AND SHALL HAVE SUFFICIENT STRENGTH TO INSURE LOAD TRANSFER BETWEEN THE THREADED BAR AND SOIL. AT THE SHORING CONTRACTOR'S OPTION, A 4500 PSI CONCRETE @ 28 DAYS COMPRESSIVE STRENGTH MAY BE UTILIZED. (MAX. W/C =0.45 BY WEIGHT) PROCEDURE FOR CANTILEVER SOLDIER BEAMS 1. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE SHORING ENGINEER. SOLDIER BEAMS SHALL BE PLACED IN DRILLED SHAFTS, AS SHOWN IN THE SECTIONS /DETAILS. 2. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN AND 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN. IF BEAMS ARE PLACED IN PRE - DRILLED SHAFTS, BACKFILL THE TOE AS SHOWN IN THE DETAILS HEREIN. 4. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION /LAGGING PROCEDURE UNTIL BOTTOM OF EXCAVATION IS REACHED. 5. INSTALL DRAINAGE BOARD AND SHOTCRETE FACE PER THE DETAILS HEREIN. PROCEDURE FOR TIED BACK SOLDIER BEAMS 1. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE SHORING ENGINEER. SOLDIER BEAMS SHALL BE PLACED IN DRILLED SHAFTS, AS INDICATED IN THE SECTIONS & DETAILS. 2. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN AND 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN. IF BEAMS ARE PLACED IN PRE - DRILLED SHAFTS, BACKFILL THE TOE WITH EITHER LEAN CONCRETE OR HARD ROCK CONCRETE AS SHOWN IN THE DETAILS HEREIN. FILL THE REMAINDER OF THE SHAFT WITH LEAN CONCRETE. 4. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION /LAGGING PROCEDURE UNTIL TIEBACK OR WALER LEVELS AREREACHED. SHORING SHALL NOT BE SUBJECT TO TEMPORARY CONSTRUCTION STAGE FOR MORE THAN 14 DAYS PRIOR TO THE PLACEMENT OF A TIEBACK. IF 14 DAYS ARE EXCEEDED, THE CONTRACTOR SHALL EITHER INSTALL THE TIEBACK OR BACKFILL AS NECESSARY TO PROVIDE SUPPORT ABOVE THE TIEBACK LEVEL. 5. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE TIEBACK LEVEL. BENCHES SHALL HAVE LENGTHS AND WIDTHS WHICH WILL ALLOW FOR SAFE AND PRODUCTIVE MOVEMENT OF THE TIEBACK DRILLING EQUIPMENT. 6. DRILL TIEBACK ANCHOR HOLES TO THE DEPTHS AND DIAMETERS INDICATED OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. IF CAVING OCCURS, CASING OR OTHER ALTERNATE DRILLING METHODS MAY BE USED AS AUTHORIZED BY THE SHORING ENGINEER. 7. INSERT THE TIEBACK RODS INTO THE DRILLED SHAFTS WHILE TAKING MEASURES TO ENSURE THAT THE RODS ARE CENTERED (I.E. BY THE USE OF CENTRALIZING DEVICES) IN THE ANCHOR SHAFT. PLACE PVC PIPE OVER THE "UNBONDED" LENGTH OF THE TIEBACK TENDON (UNLESS OTHERWISE NOTED IN THE DETAILS HEREIN). 8. BACKFILL THE ANCHOR LENGTH WITH A STRUCTURAL GROUT OR CONCRETE MIX OF A STRENGTH DESCRIBED HEREIN. 9. ONCE THE TREMIE GROUT HAS ATTAINED ITS INITIAL SET, PERFORM POST GROUTING OF THE ANCHOR BOND ZONE THROUGH THE ATTACHED POST GROUT LINE AND VALVES. THE POST GROUT LINE CONSISTS OF A 1/2" SCH 40 PVC PIPE WITH RUBBER VALVES AT 4' -0" O.C. IN THE POST GROUT ZONE. 10. FRACTURE THE INITIALLY SET BOND ZONE WITH WATER AND REPEAT GROUTING UNTIL CONFINEMENT BACK- PRESSURES OF APPROXIMATELY 300 PSI ARE RECORDED. 11. UNLESS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER, ANCHOR TESTING AND LOCKOFF WILL ONLY OCCUR WHEN THE "BONDED" ANCHOR MIX HAS ACHIEVED A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AND HAS CURED FOR A MINIMUM OF THREE (3) DAYS. 12. ANCHOR TESTING SHALL BE IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN "TESTING OF ANCHORS" OR AS OTHERWISE D DIRECTED BY THE SHORING ENGINEER. 13. REPEAT STEPS 4 THROUGH 12 AS APPLICABLE FOR EACH ADDITIONAL LEVEL OF TIEBACK ANCHORS OR UNTIL BOTTOM OF EXCAVATION IS REACHED. 14. APPLY PERMANENT SHOTCRETE FACE PER THE DETAILS HEREIN. TEMPORARY MONITORING OF EXISTING UTILITIES & IMPROVEMENTS 1. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION /BASELINE SURVEY INCLUDING PHOTOGRAPHS AND VIDEO OF THE SITE & NEIGHBORING CONDITIONS IN THE VICINITY OF THE WALL. 2. THE GENERAL CONTRACTOR SHALL RETAIN A LICENSED ENGINEER OR SURVEYOR TO MONITOR THE FACE OF THE PROPOSED SOLDIER PILES AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS. 3. MONITORING POINTS SHALL BE PLACED ON THE FACE OF SOLDIER PILES AT APPROX. 32' FEET ON CENTER, AT THE TOP OF THE SOLDIER BEAM AND ALSO AT A DISTANCE OF "0.5 X H" BEHIND THE WALL. LONG TERM MONITORING IT IS ADVISABLE TO PROVIDE LONG TERM MONITORING ANNUALLY UPON THE COMPLETION OF PERMANENT WALL. THE FOLLOWING MEASURES ARE RECOMMENDED AS PART OF A LONG TERM MONITORING PROGRAM. 1. SURVEY MONUMENTS Q THE WALL FACING FOR HORIZONTAL & VERTICAL MOVEMENTS IN INCREMENTS OF 60' 2. VISUAL INSPECTION OF WALL FACING FOR CRACKS OR DETERIORATION (FULL WALL AREA). 3. VISUAL INSPECTION & MAINTINANCE OF DRAINAGE TO ENSURE ADEQUATE DRAINAGE (FULL WALL LENGTH) 4. LONG TERM MONITORING SHALL BE PERFORMED UNDER THE DIRECTION OF A CALIFORNIA LICENSED CIVIL ENGINEER OR LICENSED SURVEYOR EXPERIENCED W /SOLDIER BEAM DESIGN & CONSTRUCTION, RETAINED BY THE OWNER. DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTACHNICAL REPORTS: LIMITED GEOTECHNICAL INVESTIGATION CHEVRON FACIILITY NO. 9 -5664 540 LA COSTA AVENUE PREPARED BY: STANTEC DATED: MAY 29, 2014 2. SOIL DESIGN PRESSURES: A. PASSIVE EARTH PRESSURE = 200 PSF /FT B. ACTIVE EARTH PRESSURE = 35 PSF /FT TRIANGULAR FOR CANTILEVERS C. ACTIVE EARTH PRESSURE = 25H PSF UNIFORM FOR RESTRAINED SYSTEMS 10/29/15 No. 68436 Exp. 9/30/1 Chevron Products Company, a division of Chevron U.S.A. Inc., owns the copy rights to the design of the herein described "Extra Mlle" market building as embodies in any tangible or electronic medium of expression including a building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement and composition of spaces and elements in this "Extra Mile° design, but does not include individual standard features or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have written permission of Chevron Corporation. ©2005 Chevron Corporation, a division of Chevron US.A, Inc. All rights reserved. Stantec Architecture Inc. ® Stantec it TechCA 9 Dr. � Chevron lr nt CA 92618 8 Tel.949.923.6000 Fox.909.923.6190 www.stantec.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRA CHECKED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION LOCATION: RECORD FROM: ELEVATION, DATUM: NAVD88 PLANS PREPA D UNDER SUPERVISIEN INITIA ER DATE: ld R.C.E. ND,: 68436 c JORDAN EXP,: 09/30/17 RECD APPR v - ASH MAHE GLENN PRUIM _ /'�� /� /D DATE DATE GRADING PLAN PER: 540 LA COSTA AVENUE, ENCINITAS, CA 92024 ss# 9 -5664 CHEVRON PRODUCTS CO. APN # 216- 030 - 51,67,69 PLANNING CASE NO: 12 -024 ADR /CDP E S 5.0 / 01 �A-& &At SHEET 18 OF 18