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2015-12365 I (Plans)PLANS FOR THE CONSTRUCTION GENERAL NOTES OF LEGEND STANDARD /NOTES SYMBOL A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT PORTION OF WINDSOR ROAD CITY OF ENCINITAS PROPERTY BOUNDARY FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY R/W * DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 9. NO WORK SHALL BEGIN BEFORE 9:00 AM OR CONTINUE AFTER 3.•00 PM ON PRIME (16) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR RIGHT OF WAY THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND ARTERIOLES AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON PERMIT BY THE PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS EXISTING CONTOUR APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL TEMPORARY EROSION CONTROL MEASURES DIRECTOR OF ENGINEERING S£RWOES. ALL WORK ON PRIME ARTERIOLES AND OTHER WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL MAJOR ROAD AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY GENERAL PLAN, AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO 260 OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY 7RAFFC WATER D157RICT PROPOSED CONTOUR 714E EXISTENCE AND LOCATION OF EXIS77NG UNDERGROUND FACIL177ES SHOWN ON THESE BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. ENGINEER WHOSE OFFICE CAN BE CONTACTED AT 7601633 -2704 EXISTING ELEVATION PLANS WERE OBTAINED N A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. 10. THE ROAD SHALL BE CLEAN AND FREE OF ALL OBSTRUCTION AND COMPLETELY OPEN (17) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE KNOWLEDGE, WERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE TO ALL 77?AFI7C AT THE END OF WORKING DAY. (NO LA TIER THAN 3.•00 PM ON INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE PROPOSED ELEVATION 2� 58� PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAU77ONARY MEASURES * TEMPORARY VEGETA7ON MUST BE PLANTED ON SLOPES OR WHERE CON57RUCEON IS NOT TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY W74/CH IS NOT OF RECORD MAJOR ROADS, DEFINED HEREIN) (WASC) STANDARDS BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY 11. TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES MINIMUM IRA LANE WIDTH RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL 7ES77NG 6" PCC CURB & GUTTER PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. FOR MOTOR VEHICLES SHALL BE 12 FEET. IF S7REET WIDTH PREVENT MAINTAINING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. INS LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON TWO WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE * PLANT PERMANENT VEGETA7ON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AGREE ON A ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING OF WORK, (18) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS CONCRETE SIDEWALK CONTRACTOR SHALL MAKE EXPLORATORY EXCAVA77ONS AND LOCATE ALL EXIS77NG UNDERGROUND AC77W77ES ARE COMPLETE WHICH SHALL INCLUDE THE USE OF A FLAGMAN. AND ELECTRIC VAULTS FACILITIES, PRIOR TO 774E START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE 12. ALL EXCAVATION IN EXIS77NG PAVEMENT SHALL BE SAW'CUT TO NEAT LINES AND AC AC PAVEMENT & BASE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF AC7VAL LOCA77ON OF EXISTING FACILITIES. ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTA7E V (19) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WREN PARALLELING WATER SERVICES THE CONTRACTOR SHALL N077FY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO ONS17F CONSTRUCTION MATERIAL STORAGE 13. OPEN TRENCH MUST BE BACKFILL£D WITH AT LEAST 2' OF COLD MIX ASPHALT OR (20) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXIS77NG WATER FACILITY (FIRE CONCRETE CROSS GUTTER STAR77NG WORK NEAR COMPANY FACIL177ES AND SHALL COORDINA7E HIS WORK W7774 METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON WORKING HOURS HYDRANT, METERS, VALVES, VALVE BOXES, ETC) 7HAT ARE EFFECTED BY THEIR PROJECT. * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) 6" WATER MAIN (POTABLE) - W yy - NORCE.• ALL ELECTRICAL AND GAS SERVICES WITHIN 7HIS PROJECT ARE SIDES AND MUST BE MAINTAINED SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE (21) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM " n "UNDERGROUND INSTALLATIONS ". FOR LOCA77ON OF ELECTRICAL RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. 14. NA77VE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENOINEERING THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE 1 WATER SERVICE WITH DUAL METER W5 -09, WC -17 -W SERVICES OR HIS DULY AUTHORIZED REPRESENTA7VE. REFER TO CITY'S STANDARD GATE VALVE WV-02 - W CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE * DRAWING DAZED SEPTEMBER 30, 1996 DIVISION. SAN DIEGO GAS & ELECTRIC COMPANY. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE TELEPHONE: (800) 422 -4133 STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGAIF BASE, ETC. 15. TWO SACK SAND - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING (22) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION MANUAL AIR RELEASE WA -Of, WA -07 -W STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VER77CAL TELEPHONE. (619) 546 -3606 DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION 16, TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL DIREC77ONS DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF STANDARD THE CONTRACTOR SHALL N077FY 7HE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL LATERAL EXCAVATIONS WITHIN PRIME AR7ERIALS, MAJOR ROADS AND COLLECTORS AS PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS BLOW OFF WB -01, W4 -O6 -W WELL AS ALL LOCATIONS WHERE INSPECTOR DEEMS THE NA MATERIAL TO BE �!Y / NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TIMES W97H DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE CONCRETE TRUST BLOCK WT-01 � W UNACCEPTABLE FOR USE AS BACKFILL LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND TRAINING 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL, DEBRIS FROM DEPOSITING IN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE SEWER MANHOLE - 5 -� SMH NEAR COMPANY FACIL177ES AND SHALL COORDINA7E WITH COMPANY REPRESENTATIVES * PUMPS WILL BE ALLOWED TO CITY DRAINS. VIOLATIONS WILL MIXERS FOR NPDES A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION FOR THE LOCA77ON OF WATER DISTRICT FACIL177ES WITHIN CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET PIPE LENGTHS 8" SEWER MAIN (SDR 35 MIN) - S S - THE PROJECT AREA TELEPHONE. (760) 633 -2709. TRAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL ENFORCEMENT AND PENAL77ES. SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS REPRES£NTA77VE. 4" SEWER LATERAL -S -0 THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STAR77NG WORK PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT PERMIT SHALL BE MATCH AND REPLACED BY THE APPLICANT USING THE LATEST NEAR COMPANY FACIL177ES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES ED177ON OF STATE DEPARTMENT OF 7RANSPORTAEON SPECIRCA77ONS FOR PAINT, ALL (23) CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE TO THE SATISFACTION OF DIRECTOR OF ENGINEERING SERVICES OR HIS DULY FOR LOCATION OF CABLES AND APPURTENANCES AUTHORIZED REPRESENTA7VE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE ABBREVIA TIONS CONTACT COX CABLE TELEVISION COMPANY. WASTE MANAGEMENT WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 19. ALL CONCRETE WORK SHALL BE TRANSIT AND CONFORM TO THE STANDARD AC = ASPHALT CONCRETE TELEPHONE: (800) 422 -4133 PRC = POINT OF REVERSED CURVE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION SECTION 201, BC =BEGIN CURVE CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY (24) ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH PVMT = PAVEMENT CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE AUTHORIZED REPR£SENTA77VE CATHODIC PR07EC77ON IN ACCORDANCE WITH WC -17 OR WC -18. CAB = CRUSHED AGGREGATE BASE R/W = RIGHT OF WAY WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EC = END CURVE 20. TRENCHING FOR INSTALLATIONS ACROSS ANY lN1ERSECTING ROADWAY OPEN TO SDRSD =SAN DIEGO REGIONAL ALL WORK SHALL BE DONE IN ACCORDANCE 617H THE STANDARD SPECIFICATIONS FOR PUBLIC TRAFFIC SHALL BE PROGRESSIVE NOT MORE THAN HALF OF THE WIDTH OF TRAVELED (25) WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE EP = EDGE OF PAVEMENT STANDARD DRAWINGS WORKS CONSTRUC77ON (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL EXIST. = EXIS77NG ROADWAY SHALL BE DISTURBED AT ONE 77ME AND THE REMAINING WIDTH SHALL BE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED ST LT = STREET LIGHT THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY 774E SAN DIEGO BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSTERS SHALL BE FH =FIRE HYDRANT KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFIUJNG AND SHALL HA VE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD FL = FLOWL/NE REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST ED1770N), CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES PCC = PORTLAND CEMENT CONCRETE AND THE SPECIAL PROVISIONS FOR THIS PROJECT DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES INSPECTOR. pp = POWER POLE ALL PRIVATE IMPROVEMENIS IN THE PUBLIC RIGHT OF -WAY DESIGNATED TO BE REMOVED SHALL COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. SHALLAEON ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLA CED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR FIRE DEPARTMENT NOTES BE SALVAGED AND RETURNED IRA TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE GRADED RAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE OWNER'S CERTIFICATE PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, 1. CURBS ON STREETS HAVING ON- STREET PARKING SHALL RECEIVE RED STRIPING DIRECTOR OF ENGINEERING SERVICES THE SHALLOWEST PORTION OF ANY PIPELINE OR BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN SE RECYCLED. EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED NON- RECYCLABLE MA7ERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE CONTRACTOR SHALL PR07ECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE THE ROAD SURFACE. TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR 2. CONTRACTOR TO INSTALL BLUE RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195 FOR INFORMATION ON LANDFILLS SDiD WRIER NOTES FOR IMPROVEMENT PLANS CONNECTIONS TO MEET ENCINITAS FIRE DEPARTMENT STANDARDS ` THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. SIGNATURE. DATE: w 13 A;!!r OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A * (1) WATER MAINS, LATERALS AND APPUR7ENANCES SHALL BE CONSTRUCTED ACCORDING CHRIS FERMANIAN LICENSED LAND SURVEYOR. A CORNER RECORD, CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE ]RASH CANS AND RECYCLING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS SOILS ENGINEER'S CER77RCATE FOR WINDSOR ROAD LLC RECEPTACLES AROUND THE SITE. SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, COMMITTEE (WASC) THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL /, DANIEL B. ADLER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS 15557 VIA LA VENTANA TO THE CITY OF ENCINITAS, PROOF OF RECORDING. * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS WORK FOR A PERIOD OF ONE YEAR AFTER THE DA If OF ACCEPTANCE. IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL OWNER ALL UNDERGROUND U77LI77ES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY CONDITIONS PREVALENT WITHIN THIS S17E WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 19, 2008. ONE WINDSOR ROAD LLC CONNECTED AND 7ES7ED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND FROM STORM DRAIN INLEIS ON PERVIOUS SURFACES (2) THE CON IRA CTOR SHALL NOTIFY THE DISTRICT S INSPECTION DEPAR7MENT 48 HOURS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN 15557 VIA LA VLLC * IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND SAN DIEGO, CA. 92131 THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE - CONSTRUCTION MEETING ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEEANG. CALL 760- 633 -2770 STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE (760) 633 -2709. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS 858 / 220 -6241 TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP N07ES SUBJECT TO REJECTION AND REMOVAL. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES 774ROUGHOUT 774E DURA77ON RELATIVE TO CONS 7RUC77ON ACTIVITIES ^ OF THE PROJECT CONSTRUCTION PROJECT S17E MAINTENANCE SHALL CONFORM TO SEC77ON 7 -8 (3) THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY J� AC 5UILT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT SIGNED: RRADLEV 10 - �L - THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770 INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS PHONE DA DATE VARIA77ONS IN THE WORK, INCLUDING UTILISES, ARE TO BE RECORDED. A COPY OF SAID "AS- BUILT" (760) 633 -2709. RCE NO.: 36037 DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. TRAFFIC CONTROL MEASURES MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN CITY RIGHT OF WAY WITHOUT A FULL (4) UNLESS 0771ERNSE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY EXP. DATE. 6 -30-16 KNOWLEDGE OF ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, JOB P CWE 2140043018 / a4 , �y )' °� AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. o ?Ll1 TE OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE. 7HE CONTRACTOR !S REQUIRED TO ADVANCE NOTICE OF THE INITIATION OF PERMIT USE AT 760/633 -2796 OR AS STALED ON THE COMPANY CHRISTIAN WHEELER ENGINEER � 06037 OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONS7RUC77ON OF TRENCHES OF EXCAVA77ONS PERMIT (5) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, ADDRESS 3980 HOME AVENUE, WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. 2 AT LEAST 48 HOURS PRIOR TO STARTING OF WORK, UNDERGROUND SERVICE ALERT (USA) SHALL TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET SAN DIEGO, CA. 92105 * o BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILISES AT 1 -800- 422 -4133. THE PROPOSED DIG PHONE 619- 550 -1700 enrt� AREA MUST BE MARK IN WHITE PAINT PRIOR TO CONTACTING (USA) ( 6 ) ALL SERVICES TO BE CGNSTRUCTED CLEAR OF DRIVEWAYS q OF C►� STORM WATER POLLUTION CONTROL J. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A BMP NOTES RELA77VE TO CONSTRUCTION AC77WTY VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS STATEMENT OF ENGINEER OF WORK SANTA FE DRIVE ca 4. ALL TRAFFIC CONTROLS WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED (7) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR CONCRETE WASHOUT TRAFFIC CONTROL PLANS AND SHALL BE FLAGGED AND BARRICADED TO 771E SATISFACTION OF THE EACH RESIDENTIAL LOT. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK; LATEST STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN MUNEVAR RD. * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN (6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER ITE EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES OF SAFETY FOR ALL 7RENCH WORK. WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE PROPER TRAFFIC CONTROL IS NOT PLACE, ALL WORK SHALL BE CEASE AND PERMITTEE CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS 5 LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A AU7710RIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE (9) INSTALL FIRE HYDRANTS 25 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE - -Aj. SIGN DESIGNATING THE WASHOUT LOCATION TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR TO ORDER, ON THE RENTAL BASIS, SUCH AS TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. AND PROPER TO PR07ECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS a WOODLAKE DR' CONSTRUCTION SI7F ACCESS COST AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL (10) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. AND ITS OFFICERS, ACENT$ AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, Q50� 5. APPLICANTS AGREES THAT IT SHALL HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY S �� * A STABILIZED CONSTRUCTION S17F ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS (11) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. a y PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR WITHIN THE CITY RIGHT OF WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF -WAY. ° CORRUGATED STEEL PANELS/PLATES CONDITIONS AND A COMPLETE SET OF APPROVED PLANS THE PERMIT, PLANS AND WORK AREA O QROFESSION9l z a TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN (12) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES, ( ti�Q� ��� R B 40�� ^ D CONSTRUCTION VEHICLES PROGRESS ARE INSTALLED W9771IN EXISTING COUNTY RIGHT -OF -WAY, CITY OF ENCINITAS SIGNATURE.• t DATE• Q 4? 6. PERMITTED WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND RIGHT -OF -WAY, OR PRIVATE EASEMENTS, AND 771E RESULTS APPROVED BY ]HE RANDY R. WN w Q No 361 90 * A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES APPROVED PLANS, SUBJECT TO INSPECTION AND SUBJECT TO INSPECTION AND APPROVED BY THE COMPANY SOWARDS AND BROWN ENGINEERING INC. CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO ADDRESS - 2187 NEWCASTLE AVENUE STE. 103 CARDIFF BY THE SEA, CA. 92007 Exp. 6 /so /16 giRMIN PARKING VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE DIRECTOR TE ENGINEERING SERVICES OR HIS DULY 7ON AUTHORIZED REPRESENTATIVE ED BY THE THE THE SAN DIEGUITO WATER DISTRICT OFFICE. PHONE NUMBER 760 - 436 -8500 * * VICINITY MAP- EROSION OF ALL MATERIALS AND WORK, INCLUDING COMPACTION TES75, SHALL BE FURNISHED BY 1Hf EROSION CONTROL SHALL BE BY THERPERMISTIEE.YCEREFlCA INSPECTOR. PAYMENT BE MADE BYA COMPAC77ON 7ES77NG 7ES77NG AGENCY (13) PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE PROSPECTIVE RCE EXPIRES 6- 311 -16 �TgTF OF CALYF\P N.T.S. OR FIRM ACCEPTABLE BY THE CITY. CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS SDWD W15 -060 * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE 7. NO WORK "IN THE PUBLIC RIGHT OF WAY IS PERMI TIED ON SATURDAY, SUNDAY, COMMITTEE (WASC) SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL OR HOLIDAYS ANY DEWA77ON FROM THE WORK SCHEDULE PRESENTED IN THIS FI OPERATIO SAN DIEGUITO WATER DISTRICT PLANNING AND BUILDING PARKS AND RECREATIONAL MA IS, ADEQUATE GROUND COVER VEGETATION, CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF (14) FILL AREAS MUST BE COMPACTED TO 90� PRIOR TO PIPE INSTALLATION AND BONDED FIBER MA7RIX. ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTA77 E ANY QUESTIONS / REGARDING DAYS CITY IS CLOSED, CALL 7601633 -2770. (15) APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROAD A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE j ! • SHALL BE STARTED BEFORE 7.•30 AM OR CONTINUE AFTER 5.•00 PM ON WEEKDAYS EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE % �Q_ •�I J` / p����� �0 vx �J WITHIN THE LIMITS OF THIS PROJECT. SIGNATURE DATE T31GNATURE DATE SI NA UR DATE SI,NA LIRE DAT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ENCINITAS FIRE DEPARTMENT DESIGNED BY: DRAWN BY : CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITA PUBLIC WORKS DEPARTMENT DRAWING NO. /7/V_ A6 GUILT 6-9-17 DESCRIPTION CITY OF ENCINITAS STATION "1051° PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED: SAN APPR adED IMPROVEMENT PLANS FOR: LOCATION IN A CONC. DRAINAGE INLET ON WINDSOR HORIZONTAL: NONE DATE: I® I3 115 ']_ ROAD APPROX. 250' NORTH OF SANTA FE AVENUE WINDSOR ROAD 12365 -I r R.C.E. NO.: 38190 MASIH MAHER GLENN PRUIM VERTICAL: NONE b I i l 10/27115 Iya-11S APN 2G0- 192 -19 20 ELEVATION 292.09 DATUM ' NA VD 88 SIGNATURE � DATE RANDY R. BROWN EXP.: 6-30-18 DATE DATE 1 14 -047 TM /CDP SHEET 1 OF 3 JOB No. 15 -009 REV DATE 10 -2 -15 (/\ I C� Z_ m M a w w Z_ 0 Z Lu j a 0 wo 0 m �WDd o w wzo O _>a � w wo 0 z�w o wrz Q zo> M Jim a 0 z�¢ r z ii O 0 c� z ❑ w0¢ Z ¢ z z Lij w <a q / BASE. ACTUAL CROSS SECTION TO BE DETERMINE BY SOIL (7 1 D 4 22 5 1 * Exp.6 /30/16 * Z ° a ° ° a - a ENGINEER BASED ON R' VALUE TEST - o T 10 g d� CIVkv �q u 24" BOX RHAPHIOLEPIS MAJESTIC BEAUTY' INDIA HAWTHORN 9T F� W 9 ` ° F OF GA AFB Z �6 TC 259.38 REPLACEMENT FOR EXIST TREES TO BE REMOVED. Z 26 -71 _ N00° °45'58 "E 73_84_ W ., a o ?; 86 FL 258.88 22 PROVIDE 2" WIDE SLOT OPENING IN CURB w FL 259.00 o ti II ]] CURB DA TA TABLE 0 s 4 �1 21?:v° II li BENCHMARK )ESCRIPTTONCITY OF ENCINITAS .00A77ON IN A CONC. DRAINAC 710N 292.09 DATUM 6 BEARING RADIUS LENGTH DESCRIPTION h � ^ h 230' 31.42' 23� Norc : a �o� N NO TE m 141Q SEE SHEET 3 OF 3 f OR ALL THERMO PLd 6T1C ISMAOIA164 20' IMPROVEMENTS ON PRIVATE DRIVE "' N "' i A= 40'3557" 20' 14.17' CHANGE NO. DESCRIPTION APPROVED DATE 2.50' QSBLIILt �5•/7 6" PCC CURB PER SDRSD G -1 II li BENCHMARK )ESCRIPTTONCITY OF ENCINITAS .00A77ON IN A CONC. DRAINAC 710N 292.09 DATUM SCALE OR .HUE HORIZONTAL: V =10' VERTICAL: V =2' CIS 8111[ N N 1 TC 260.76 FL 260.26 ffC1NDY' R ,l3FlOwN b�T� 260.26 No 6 BEARING RADIUS LENGTH DESCRIPTION h � ^ h 230' 31.42' 6" PCC TYPE 'G' PER SDRSD G -2 OVER 6" CL // BASE Norc : 2❑ N0074'18 "E N 76.68' 6" PCC TYPE 'G' PER SDRSD G -2 OVER 6" a Y BASE \ w ALL THERMO PLd 6T1C ISMAOIA164 20' m N SHALL BEREPLACEp If /MPdCT�D. A= 40'3557" 20' 14.17' 6" MODIFIED PCC DEEPENED CURB PER DETAIL L; SHEET 2 E A= 131'70'47" 2.50' SCALE OR .HUE HORIZONTAL: V =10' VERTICAL: V =2' CIS 8111[ N N 1 TC 260.76 FL 260.26 ffC1NDY' R ,l3FlOwN b�T� 260.26 No 6 BEARING RADIUS LENGTH DESCRIPTION 1❑ 6 =0879'57" 230' 31.42' 6" PCC TYPE 'G' PER SDRSD G -2 OVER 6" CL // BASE 2❑ N0074'18 "E -- 76.68' 6" PCC TYPE 'G' PER SDRSD G -2 OVER 6" a Y BASE 30 A =90 30'07" 20' 31.59' 6" MODIFIED PCC DEEPENED CURB PER DETAIL 'L, SHEET 2 ® A= 40'3557" 20' 14.17' 6" MODIFIED PCC DEEPENED CURB PER DETAIL L; SHEET 2 E A= 131'70'47" 2.50' 5.73' 6" PCC CURB PER SDRSD G -1 Q �m mW �Zd wzo (n Zww o W 1- W N Q za Um v W LL N 0 Z., Vl 0UNU r ±� SIGNED Br: DRAWN BT CHECKED BY: ENGINEERING DEPARTMENT APPROVALS RGR R RRB CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING Ivo. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D, APP V IMPROVEMENT PLANS FOR: z 0 DATE i0 t is �,,,. WINDSOR ROAD 12365 -I W I Q R.C.E. NO.: 38790 / 000 7/ E z /f � APN 260- 192 -19 E. 20 ui , ANDY R. BROWN EXP.: 6 -30-16 TM 14 -047 SHEET 2 OF 3 JOB No. 15 -009 DATE 10 -2 -15 ILSILU. KIM Zbtf. /tf I j' v .a��•' 1 `j."' 9. O k� LOT N ti , x�058a . COL AG 1x0 °�` 9 L6 6h y6 -k1G \ \' e , , �•_ :\ \ �1 L ®I 5 1+00 CL PRIVATE RD 2.979 L x O h 5 +72.47 CL NRNDSOR RD a _ �.._q. NTd - o °� - F �� \\ 1. f AD 266.8 0+82,q 7 INSTALL 6" 6" 6" S - \\ No AlBEARING RADIUS LENGTH DESCRIPTION < N8975 "35 "W -- 57.53' 6" PVC CL 305 (HG 550) 2 d =30 4329" 206' 110.47 6 PVC CL 305 (HG 550) 7EE, tM7H (3) cv &X7HRUSr — — — ? — 1 —a — =i� - ti° — _ _ti o N G ; — 0= s s0' ° ,�! y° \; ° \�R ° SEWER DATA TABLE PUBLIC -�- q y o I\ — i BLOCK. CONNECT TO EX1ST o - -W--_ y (p 0 /ti a d 6" ACP WATER MAIN. y- __ N R/ J� /c'�� b{MDE PCC CON7RACTOR TO COORD N97N © h ti W-•� �� �ti } \rx G e �',. cni�m DDIn° rn a �i �o� /.� ?�i '., �T a l =��� �x 1Qcxw� ''.,, \� cis:;. .��' QG�. -A - l _ 61'RIVEI�tY -QP.ER - I ■ - -- - No BEARING LENGTH DESCRIPTON 0 N84 05 "33 "W 162.00' 1 8" PVC SDR 35 (MIN) Q DESCR1PRONC1TY OF ENCINITAS STA710N "1051" PLANS PREPARED UNDER SUPER ISI N OF RECOMMENDE APP V IMPROVEMENT PLANS FOR: z o LOCATION 1N A CONC. DRAINAGE INLET ON WINDSOR ` DATE: Io 3 S �,,,. WINDSOR ESTATES DEVELOPMENT 12365 -I W � Q Lli HORIZONTAL: 1' -10' Lu ►) -/7 -/ ROAD APPROX. 250 NORTH OF SANTA FE AVENUE �� VERTICAL: 1 " =2' Y r 17 R.C.E. NO.: 38190 � 7. 7 / I S / 2 �b APN : 260 -1921 Q 2® z C) O al ELEVA77ON 292.09 DATUM NA VD 88 RdN0 yt4j, &WAIN ob Te RANDYI R. BROWN EXP. : 8 -30-18 TM 14 -047 SHEET 3 OF 3 JOB No. 15 -009 REV DATE 10 -2 -15