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2016 12426 I (Plans)GENERAL NOTES: 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2A. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (TO BE USED FOR PUBLIC IMPROVEMENTS) 2B. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (TO BE USED FOR PRIVATE IMPROVEMENTS) 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE HALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUC11ON OF NEW WORK. CONTRACTOR WALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL N011FY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (80) 422 -4133 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND HALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL TELEPHONE: (80) 422 -4133 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE U11UTY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT (80) 422 -4133. 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT' IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. (USED FOR PUBLIC IMPROVEMENTS) Q. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN R CONSTRUCTION R THESE PRIVATE IMPROVEMENTS. (USED FOR PRIVATE IMPROVEMENTS) 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREE CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (USED FOR PUBLIC IMPROVEMENTS) 15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER FOR YOUR INSPECTOR WILL BE STAMPED ON YOUR PERMIT. 16. 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 R A LICENSED LAND SURVEYOR. 17. THE DEVELOPER SHALL MARK THE LOCATION GR EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND W, RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 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 R STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES R STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - EUCADIA WATER DISTRICT - (760)-753-0155 L 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 INSPEC11ON WILL BE SUBJECT TO REJECTION AND REMOVAL COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET PH (760)�2C30 -6025 FAX (760) 230 -6026 CLS #1030ENG RIGHT -OF -WAY CONSTRUCTION PERMIT STANDARD CONDITIONS: PUBLIC STREET IMPROVEMENT PLAN 1. NO ACCESS R WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL ITEM SYMBOL KNOWLEDGE R THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS EXISTING RCP STORM DRAIN -- -- -- ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS EXISTING CURB INLET EXISTING SEWER MAIN _s____ EXISTING SEWER MANHOLE STATED ON THE PERMIT. VULCAN 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERROUND SERVICE ALERT (USA) HALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1 -800- 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY R PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS. CITY 0 F ENCINITAS, 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA HALL BE SUBJECT TO AN APPROVED lTRAFFIC SPECT INSPECTOR IN COMPLIANCE WITH FLAGGED AND CONTROL HANDBOOK", LATEST 1E ''WORK BARRICADED TO THE COUNTY OF SAN DIEGO EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR R ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL 5. APPLICANT AGREES THAT IT HALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, } SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN HERMES AVENUE PROGRESS. o SITE 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE IRE TR D C OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND + CAN A UE WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY R FIRM ACCEPTABLE TO THE OLD HIGHWAY 101 CITY. 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, R HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR R ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUES11ONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, HALL BE 9. STARTED NO WORKB HALRLEBEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER WEEKDAYS. 00 P.M. ON PRIME ARTERIALS VICINITY MAP AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF NTS ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REWIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF AT (760) 633 -2704. 10. ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO OR OTHER MATERIALS FROM BECOMING A NUISANCE R ANNOYANCE TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS DEFINED HEREIN.) IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL-TIME HIGHWAY SURFACE REMOVED R DAMAGED BY THE EXCAVATION, OBSTRUCTION, R CONSTRUCTION FLAGMAN. OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS OPTION, REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR R HIS DULY AUTHORIZED REPRESENTATIVE. THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2 "OF COLD MIX ASPHALT R 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, R OTHER TYPE OF ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REFER TO THE CITYS STANDARD DRAWING DATED JULY 31, 1990. REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD DRAWING DATED THE STANDARD DRAWING DATED SEPTEMBER 30, 1996. REPAIRS TO PCC PAVEMENT SHALL BE SEPTEMBER 30, 1996. MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 15. TWO SACK SAND - CEMENT SLURRY BACKFILL HALL BE REQUIRED WHEN TUNNELING UNDER CURB 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE 16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING AS BACKFILL SERVICES. 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE BY THE DIRECTOR OF ENGINEERING SERVICES. ALL OSHA REGULATIONS SHALL BE MET. ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE PENALTIES. ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR 18. ANY ROADWAY STRIPING DAMAGED R REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL OF ENGINEERING SERVICES. A THROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. INTERMEDIATE BORE PITS MAY BE REQUIRED. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PLAN FOR FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, DIRECTOR OF ENGINEERING SERVICES R HIS DULY AUTHORIZED REPRESENTATIVE. CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES 20. TRENCHING INSTALLATIONS G FOR N TALLATIONS ACROSS ANYINTERSECIING ROADWAY OPEN TO TRAFFIC SHALL BE HAS A SPECIAL CONCERN. PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE 33. PAVEMENT CUTS IN STREETS REHABILITATED R NEWLY CONSTRUCTED WITHIN THE PAST TWO DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY YEARS SHALL BE CATEGORICALLY DENIED. BRIDGING OR BACKFILLING. 34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY, 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, FOR VIOLATION OF PERMIT CONDITIONS, R FOR THE CREATION OF A NUISANCE, ALL UPON NOTICE ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) GIVEN BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE. IN THE FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE EVENT OF SUCH REVOCATION, APPLICANT SHALL IMMEDIATELY CEASE ALL OPERATIONS AND AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION RESTORE CITY RIGHT -OF -WAY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS OF ANY PIPELINE R OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES DULY AUTHORIZED REPRESENTATIVE. AFTER NOTIFICATION, CITY MAY TAKE FULL POSSESSION OF BELOW THE ROADWAY SURFACE. THE AREA. APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED, IN THE EVENT 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES THE CITY HAS TO RESTORE CITY PROPERTY R REMOVE ANY ITEMS INSTALLED BY THE APPLICANT. REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES 35. THIS PERMIT MAY BECOME VOID IN THE EVENT THE USE PERMITTED IS NOT STARTED WITHIN SIXTY SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE R IN THE EVENT THE PERMITTED USE IS NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED ABANDONED FOR A PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION HAS UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT AND PAY ADDITIONAL REPRESENTATIVE. FEES. UPON COMMENCEMENT OF WORK, ALL OPERATIONS, INCLUDING CLEANUP AND RESTORATION 22. ALL EXCAVATED MATERIAL HALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. OF CITY RIGHT -OF -WAY, SHALL BE COMPLETED WITHIN THE LIME LIMIT SPECIFIED BY THE PERMIT. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL 36. THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL LIABILITIES, JUDGMENTS, CONDITION. COSTS AND EXPENSES, WHICH MAY IN ANY MANNER R FORM ARISE IN CONSEQUENCE OF THE 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND ISSUE OF THIS PERMIT OR ANY WORK PERFORMED IN CONSEQUENCE THEREOF. OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND EFFECTED UNDER THIS 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ANY REPAIRS OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING REQUIRED DURING THE GUARANTEE PERIOD SHALL BE MADE AT THE EXPENSE OF THE PERMITTEE. SERVICES. AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERVICES, REPAIR WORK MAY BE PERFORMED 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY EITHER THE PERMITTEE OR THE CITY. BY HAND SCRAPING, WASHING AND SWEEPING, R BY ANY OTHER METHOD WHICH WILL LEAVE A 38. PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WITH ALL CONSTRUCTION PERMIT CLEAN NON-SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE. PROVISIONS AND STANDARD CONDITIONS. • • ...• • ® �1 ®D 11ON III' CITY OF ENCINITAS BRASS DISC ® ®® :.: ; . ,I .moI,"!.UR..!:! IN OF RECORD ELEVATION: �® '' NA D' boo b& 1 IVIwd -W-cr- 1 SCALE HORIZONTAL:1" = 10' VERTICAL:1 ' = 2 LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY LWD DISTRICT ENGINEER X°` I 2,C,51 9 Z /E, TE EN DEERIN , RCE DATE -7)Gi bc/L -, %- /,G )UDEK EXP DATE SPECIAL DISTRICT APPROVAL FIELD OPERATIONS 6 1 - I r�_W SIGN DATE PLANS PREPARED UNDER SUPERVISION OF DATE: /f R.C.E. NO.: 70066 DAVID CARON EXP.: 9 -30 -16 o , RYAN AND PAMELA LAW 1265 NORTH VULCAN AVENUE ENCINITAS, CA 92024 (760) 420 -2810 SITE ADDRESS 1265 NORTH VULCAN AVENUE ENCINITAS, CA 92024 APN: 254 - 253 -24 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). THE CONTRACTOR SHALL BE HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (60) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS HALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, R 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTES BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, R THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE R STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, R PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING R 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. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY R COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 8.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICTS REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION R REPAIR CR ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 24. 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. 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. LAID SEWER LATERAL NOTES SEE SEWER LATERAL NOTES ON SHEET 3 1. ALL WORK HALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), 3. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICA1IONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), 4. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND CITY OF ENCINITAS STANDARDS. 5. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD DRAWING (LATEST EDITION). EXISTING LEGEND ITEM SYMBOL SUBDIVISION BOUNDARY EXISTING RCP STORM DRAIN -- -- -- EXISTING CURB INLET EXISTING SEWER MAIN _s____ EXISTING SEWER MANHOLE EXISTING WATER MAIN _w__ PROPOSED LEGEND STD DWG. SYMBOL PROPOSED 4" HMA PAVING ......................... . OVER 6" CLASS it BASE PROPOSED 2" GRIND & OVERLAY ...................... . PROPOSED WATER LATERAL PER WAS WS -01, WC -17 ............ W C PROPOSED SIDEWALK UNDERDRAIN PER SDRSD D -25 ........... . SHEET INDEX g SHEET NO. 1: TITLE SHEET SHEET NO. 2: STREET IMPROVEMENT PLAN - JASON STREET SHEET NO. 3: STREET IMPROVEMENT PLAN - N, VULCAN AVENUE OWNER'S CER11FICAT E IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALlERA11ONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER R GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: DATE: 9 1 S AN A. LAW FOR THE SHED AT VULCAN, LLC RYAN A. LAW 1265 N. VULCAN AVENUE ENCINITAS, CA 92024 (760) 420 -2810 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER HALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN HALL 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 AGREES THAT ANY PLANCHECK R REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY R ADEQUACY OF THE PLANS R DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS R 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 R BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, R 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. - SIGNATURE: DATE: � _oa�_ DAVID V. CARON R.C.E. NO. 70066 QRDFESS/ EXP. DATE: 09/30/16 COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 No.0070066 S ' EXP.09/30/16 ` Ia�IJ:j z•11rx0iII&Af -l%dl _►o::ol SDWD W15 -070 PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT IGN DATE SIGN DATE SIGN DATE r < DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 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I I - - - - - - - L � �i t - : - T-7 , I - ­­ I- ___ -- , - j - - - --it, -- 4---- �- --If­ -- ­ - -- -,- - =1�_ ----- -- � - - " - "__ � - I ­ . - - - I , - - 1 - - - - , - - - --- -1 - -- - - - - - - - -- - ____ - -_ - r - -- -- - - - - � - - - - � � - z1ar___ : �' -� - �--- - -1 __ - _-_ - - - - f - ---- -- ----.-J---- - � : -- i , -_-__I -- - - '-'-'�--_-_j- �"z - c ------- - - __ - __ - __ - - -4 1 - ____ i & I_ --t ----I,----- - __ - .I t __�__ - - - - I - 4 -1-71 - - I- - I - _­­­ __ -- - - -- -r--- - - f t - - -1 - __f-'=� -_:f:__:"_____'____j __ -- ­ - ___ _f__ - -1 --- �-- --_-_-If- --L ,--,,,--- __ --- I---- _--_J-_-'-1-:-'j___.�.__ I- -, ___ - - - - _- �' 4 _L : - - -�' - : : I:-_-_: --4---- -1 J_w__ c, - zi f J�� - __ I _z _-__-� __ - � __ - - - I _- - - - - - -" '__'_ __'­ � - - - , I- , � - _ - ------- I ---- - ---f- ---- -- - _� - -� - -j, H, -1, , , f ---- I --- t­ -- -------- �' - - -- -',---J- :._'r_- :_z_=_"_- ­ ,---I- �� t , , - - - - - �---�-Z- -, - I � - � -_ - - � 1 _- -, __ - - ----- ___-, - - - t� 4- - _i___��',i�� __ - - �___"__ - , _'_ � ---- ____' ____ �__' 4 - - _ _A___f____4__1__�_ K" -, - , - _� _:'_-_-_T_ - _ :� I ___LL�1_1_ -__-I_-- _I__-_-_1_-_ ----- --- _� __ - - - ; - I - - - ­ --- - -- -, -- ,- - - - I ; L I I I � tu - - _j� - __ �,_q - __: -:-_ I � - ____g_ , 7 , � I I _�_T _-_, - . I � 11 r�'- --- i - --I -­� - - I - � ---- --- _4 .. I I f I I- '____­ � - i ­1- - T_� t:--! -I- 4- � I " - ______,_L _ I ___I - J__ _ it, __ I-, _� - -� --- __ - - ­1 T , E, - - I I - I- _= __ ___� __ - - __ __ __ - __ - --- C_ - - ­ - �� I --- 4- __ - ,- - -,- -- - - - - - --�­ - - - - __ __ - - - ---.r j-­­­:!�- I- - �_ - __ _--�_-- ' - -I I I 1-1 'I . , " " - -i � -" 11 I-It ­ . __ _r --- l -, - 4 __.�11.11_11_ , -, I—- ­ _t ,_ __±_ -_ -: --!,-, , ­_ __ I- _ - _-L - I - � I - _� - 4-1 - ­ -,- __ __ - - � - I--- ,- ­ - -- I - -1 _____ __q__ -I - ___ I - ---- - 1 - - - - 1- -- - -, -­ __­__�_ ---------r---- --_p---_j-- -- --I-- -­t----_ -- .- I -1 ______ -11- - - ___ I -, - - --, - :' I- I �___ � I _ ­­1 - --- 4­ -4 ,-_-i­ --� - -- -- - - _ L , _1_11 I I_ ,-_#--'-- 1, -1 t_- ­i I __ __'=_ I- -- -- ---t--__ - ­ , � __ _ � �_ ,7 , t - - 11 ­11- - I 1� - I - __ I, - _� _-_ - � , __ , � I -i- __ __ ­1 -, I , __ _'_ __�___ -!�­_- -t: ---, - - �, - � I . _� � ___ I _____ , - ) __ j, -, 1 - - __ - __ � '__ i - - - - - - ___ -- -- - __ I --- � - I - __ ,-I - - - 1__. - - 11-1 - � I- I , - I - _± , -I- -- + - - 4- - -- I— -1 ---- --- - t --- - I _ ---I'- a - - - -L=q- --+--- � - _ � _ � '___14 -I,-- __ I - i- -- I I � . I - ---I-- _�___i_ - ...... � ---- k-- , + � I.4t t_-_ - ------- --.--r --- ---- r --- ___ -- -I- - - - -- -- _-1 :- t� _.- - - --- - " - I - __ '� _� ___ ___=_ _� _� __ ---- -- Z�'__ L --4-- ___ - - - l,_ - - ---- __ 4 , _,I _ _ _7_ _ - I - - __ ___ I ­___ - - -I--- - _r ___ -Z - __ ___ - '_ - - - � -= --,- - -- - 4 - - zr= ----+ - ___ '_-_ - � - - - -I- - - , - , , - - - Al � - � -1 - _-_ 11 � - __ - ­_ --� - -,-- t-- - - - - 4- - -_ -4 - __ . I I 11 ­ � - ­_ If __ I __ - ___ - 11 ­ 11 I - - - __ ­__­__I___I - - - -- - - - - � ___ ___ _'_ . , ­ � - _-_ - I- -I- - - --� _�___ __ _ --. - - - - " __ _q - - - - - - - _i__ __ __ - __ -, - ; - _­ - It% - -r - __ " - � �� ____ - __ � - ,,,, - � 4 -- -,-- --- f'- ,.�- - ,_ - __ __ __� __l____�___ T_ - ___L___I___E_ -1 1A1­__I__ 4____I I � _T_ - I--- ----I-- -,---- I __ --- -1 ­- ____'____1�;­ . - l- _ - -1 __ I ; L - - . - �- , __ - - �-- �- ­ ­­ I I I - �j - '4- - I ­­ , � -1 ----- - -- __ '-f __ -1 - ­ I ____ �t ----- -- I-- 11 _01 I_ --- _:L=1 - - ­_�' ­­ - _1- I - I - __ - _­ � I- i:---'I f­ -1 -,-- I I - - __ - ­_� __ ,__ - I ---- - I - --I-- '_ I I:_­ ' - _� I I - 'P___� - , i __r ---jj---_-t--- --±- - ­j �- - �_ _- 1- --_jL---,-' --, ---- I'____ ___ - - - - �" : - . __ __11 ___ _____ - -_--:-, ___ __'�_ �! - - - I , - -I-- -j- -'! -, I " 4 _____p___ - -4 - _[t, - '� _= __�_ --t 11 _: " - - ,,I- - __ - ­ - - � 11 - � -- - I, -_ --I- __ f - �____ - - - - __E - - I --- =�__ I __ __ L---- - - , , -- -, 7- � � - - _­_ I --- - -- - ---- f - - 4 _ -- -- - � _"' - - -_-��_�___­ _____ -r- 1- - � 1­1 __ I z - I _: __: __ - -I- - - -� ----� - _­__= ___. __ ­­ : --t - - - - -I- -_:I—�- � 14 - - _4___ 1 - - _- --"I - - � ---i - -, --f--i ___'� --- ------ � � - - -_-_-- - -- -j -------- - - _�- --- � - - 7 - 4% P_ _q - -I - - - - - - f -- ----- L_ , - _,_r - __ ---- -- -'-I - - i I - - - 7 - '_ � __ - I � - - ___� ------- ____ I-- - - -­ ­­�-- - I - -__l___4_ _4 ___4___­_'__�__._j_ - '_ - - I I 1__ - - ti - - - - 1-1 - - � 4 -11 ­ __ - - � ­--ji- , � -L , -1_ - � - - - I - - � - T- -, -___I - __±____ - - t___ - - - - - - - :�- " - - 7t -_=- - 1- -, I - - I __ I- - -I-- - - -----I--- ". - I- - - ___ - �' I i - -1 --- -I - -I --: '_ - -- -- - I I ,I, - - - ;- I- I- ,­ --- ------ I - - - __ _t-,,-___=f - =:= I i t - - __ -1- - r Al f - ­ - _1'__'_i_ I- 17, I � I - � , _­ - _ 'a 4 _:=F --- t , - , - ­ I - 4 __ _=___j_ __ ---i __ I 11-1 --- , - ­ - ­_ -, , - ___'__­t---- - ­ i­ - - --- __ -.I - - - ,­ ­. -- ,- -- - - f --, L­'-" '-�- - - � ', - ­­ -" _ - - -- _= _'-f -- ---- -- - _t - - -- -I- - - - _ - ____I__ - -1 ­_­_ __ - - - = � �� - I 11 I'll ____ _­___ - __ __1 - --I -_;--�-- -:r=j'--- � - - __I- , , ­ _­1_____ _T_ _I__=_____ :- r-_� - ___ ____ I '_ _'__'________ , -- - - -ti --t- r " I -L ­­,I- --1--,L -:i I- � I - - -L- __ -- , ---f- --t--t- - ­-- .' 1 ---­­�_­4 -1 -.-- __ - ­ I __ I - __ � --I-- _" --I- , , ---�- ­4 ; ---- --- �' -, -- ----- --- -, , , � 4" 4 1. - --- 1- - ­ -- I-, - �:' - - p --- I ---I � I I I -- -, ----I-- ­t [ - --- ----- --�­--! ---- I---- - -- __ --- 11 - __ I _I__ -�-I:---- -- ,,,, -- -_ _ - I _ ;___iL___ I r� -�-: - I- � - __ __ 1- - - li, I _1 I __ . � 11 - I _� -1 _ - -1 I _ - _ - __ - --- ,_ - - I 4 __� __.' - - --- __ __.Jvt_�-n - - --I- __ --- - I - __ - -I--- __ I- -�- '­�- __ ___ -I ___i____+_ - , __ __ _ __ ­ __ . - - ---t .11T , - t r ­L-4-- =-.----) __ _.m I ,4-- I-- -- - I , 4--- ----I--,-- - � - _+_ l _­_ __ - ''" ­ - - 164 __ l- I - I- - - I I I I ------- - - __ - - _=1 - :-_:�=:', -�- --- __ --- - 1 - .='4_-_--F__ - � ­P� �_ , - I- - __ - - r_ -1 - I '�_ - -'--, - _-_1L --- I � " , __ �._ - ,- A. - - - _1 ­ -I-- J--- 'L -- ---- I—, - __ __ - --,- - q- _- -� .' � _f --t: --- 4----�_-_--c:)- �4----j'___1_ __ v - __ � _-, -- ---- --- j--_ -� --- I-- - , I - ___ - - � ____ __'_ � __�_ - --I 2 - - -, -- - - �- 11 ­ A'K­f23JjLT - . , � -, -­ �- '!-­­-'--%­--It __ a - -----I-- __ - _�_ - � --,- ±_ -� - 'f_ - --t­ - -- - ----,- - L .7 - I - . g�_=_�; ­__ ­ I— �iL I � 4 1 tlz:=� i=, �_=41��_ - - = = - ---- - ' I - "I I �_ - --- t____L _1-_=-_='= = - � � ---- __� I - ___1 -�-- - - ­ --�-- - ,- �-- - �� I - . 4 I- __ __ � - - - 11 E�L - -_ - I -- --�--­- i- - - _LL _Lt- - .- -- � '_ - L - - �_'-� _- � � - - -4 "� I I - - I- - _i =L­ _� - -.- 4-- - __ -, -- ----- ', - - ___1 - - I-— _1 --i -- ---- L__ - _: T_ __1 --- 4 --*-_'--'t:_-" cp- - - - - , - - - - - - - -�- 4, -, j- _-j ___! ­L - 1- -1 - I ­ - , ----I- - '__' __ - __1 --- 'c-i- ­] ---- le___ - It I _ - I I T_ I- �___ I - __ 4 - - - - - . __ . - __ __ � :E-_- ,-N- F___ ___ -1 - --: - -.-�� ----L- �1 � - - _'_' I- I -1 - �_ - __ ------- V7 - --- , - - - -�-_-J:- �� I - - -+-­ - __ - ­ ­_ - "",_ _­_ - ---�- - ---i- __ ­ j'____�­___= - - - _� ­ _11IX- - I __ f I 1= ­ - - --i- i�___4 17 __'_� - - ---4 =_ 11 __ I - _1 �� __ - I_ -1 . - - 4 - � - �__ !-t_'_j-_ --- I __ - _ _1t__--­`_ -.�:" - =-_- 1�1 " -11, --- _� - I- : ­___�__ - � r --- � : - - -= ': _ - z':j t , --- - I I _- -� _____ i I ___ - t=j____1__ ___­? - - '_-� -I I I __ _'__; ... �-, �___f - � 1-1- - ___I'­__ I-- ­ � - i=-- - � :_ __ I � - 11 _1__.1­____p__ TAI - _� —4----t- ---f �+ ___ - -4- - rm- __ - _� __ __ 4 __ --4_-1--_:±--_!-_L__ �- --t- 3­_ -+: �F:_ -- - ' - - ­_ ____ — :_ -_:_ - - r I- - -1 . 1-1 __ - --t----- -_ ­­ - T'_ - -4- - L= r - -- �i 11 :7- - ,--f, ---�- - I- 1--i- 9 -_t--_-_-j----r- --- I - --i� I ___1 - - - -1 - '_� __ __ - =-�' - ;--- - - - I ­­ __ -1 =1 - i - I- -f --I - I 11 --- ­ __ 1, �� :-_-,,,-_- :-'A-_-_­___ - - _­_ -t---j- ,'r­ - �_-_� __ -1, _-r � -- _-�__-_ z -T:-:-- _­-';;_� ---- 1-1 - 4 __ - - _J_-, -­ I - ­ - 11 I 11 - :--,- ---'-- -�__'__­ - L - - - --I ­�­_I__­ ­ - --- --- __I_ - - __ __ - � . - - - - ---i :_"___:L_-___ I ---I---- _-, 1 ­­l ---- �---i ----- -I- --� - i -- --- _�_ - --- ,__ __ --f- ,-4z-- --r 11 7 _. - IW--"- - - - - - - --- , ­ I ___ �'_ ______�__._4__ 4-7- � i---- --- - � I_ L _-_ - t-:-: - - - - - __ --7+- '_= __T______1I1 - � - =-- " '_' _ I __ - - I __ t --- I � - __ _ � � __ - 1___ �- - ___1­4 __ I- - - J-�__�-_- ---fl----1---t_____4 ­ - ;;:- - I 4 1 1 I - I - __ __ - ___ � - �___ 4 --- __ --- ---i -_ - _�_.__"t--­t ---- -- __ - - __ __'_._'­_'_ ____' __ __1 - IL I -1 ------ ---- i- - - L . - --,,,,-, "'t -:1, , , I I ­ � I __ ___ __1 _1__­_r__1_. - - - ]_1'_f___I__ --- 1 -- --,I - - - -- -- _'___ -1-­_�= 1- - ___1__H_ _-_-- - ­ - i- - �_ -"' ___­___­_­________ _ __'__"______ -,----, - ___f__ :_ �, ,::,_ -1---4 - �' _� ---L :_­± I _I--_ _­_=t=_ � ,-'--- =_11 ___� __ -I,- ­1 -#_ = -- -=�-- _-_-_I-_ - ,- - ____J'__1_L__ - - 1---­I--#---1---±--- ---,-,- - --_4_--n----L_ i� - - _-� -_'= I- - ­ __ __ I I - __ 1 _17 - ___s ___t___ - 4 ­1 - - - __­ __ f__ - I - i­ I- __L ____ __ -_�_- - ---,,,- --, - __ __ I I --t.--_ - --r � t,,--,! ------- � _+_=j=_ - - I - ­11- T_ - __r - - __ ____F - - - __ --- :jz_--j__- -t � _,�' - - _'_ - 4 f I -r - .11 _ I =_ - �:'_J' - I � __ - I , I- ---r'---j--­. - --- -t- --,I-. - I - __ - , - I -1 I - __ I r- q- -- -- _f­­+­__f� , t- - - --- ,--,--I ­1 --- - - 11 __ _�_f7 - � __ -,-- +I , ,1H � ­ +- -± __ ---." __ _ __ ___ - I - __ I _- - 1 -_ i -,- -1, - -J - I - - -1 11 1. 1, t - ± ---- i- - -l- 1. 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I-,,--- = - __1 - I _� : i ­ ­ - - -1 ___­__1 - I- - __ L ­-4-­ --- - --�---T __ - ___ - ,- __ __ - ____ " t -1 - L--l- -I -- L- --i- r___ I ­--:':1 --- ---- �_ - �_'_" -, '__-:--_:-+: - __'__'_ -_-_,- ___ --- ---- ___ I __ -- j - _�_ Z_ _­ �:__:' �__ 11 � - - -1 - ___ --,---- �-T-'-__ -- -� 1, - -I- - - - _'_r _��__ _!__-_f=--1 ----4 - - '_ � _"' - - - _� -, _�_ - - __I___ _ - .- 4- --it- - - r, - -I- - --, I .", __f______ - ,- - __7_____ - il I - -, - , - --t[ --- _E_ __ 1 - ____11 - ______ ­�­ _i�_ __ f­ --- - - -i _ - - __,i- I - --"-I- __ 17- - - __ -1 --- --- I _­ __ ------ 1_______====::_T_7____ J-7-1 '__l-_1'_'_ � r � 1- - __T___' . I-- - -11 __ ___ � _ - _____­_' __ ' �' lj,j _- -_ :_ - � - - _____ i __ .1 ----- - - -f __ � ­1 - 1 '-'­­tL - __ f L __ ' - I,_ ___1 � __� --�-- -,w __ -I,- 1. . - ­- -I--- ­-­_ ____'_ , I � --------- - --, __ L- - i- --t -- - -4- ----T--- ----t- I __­ __ __ - -1-11 __ - -- - - i ------ I --'L-- - I _ -t- I- ,- __:! L -, I , _ � ----I-- ­- I � - -1 , & --- ----- - - �1_ , _' , - �' , , ____ � __ i ------- - _� I I . , = �- _ ___ I -__'_ :_�-- t -- ,- __� � r __ 1- I --- -Ii- , ' I � � - I ---------- - ­ - - I - _'fL- - --= - ____ ____ __ - - _±� I _ - -�' -_ I- : __ - ___ I- : '_ I :_ - __ - I � I; __ ��= JLPI�k - - - - - I - - I - - - I - I - � - f - __ t� __ - - � ­ _ I - I _p ---3---, - ---- �-- -_-� - - - - - - z---,: � __ 4 I- - -L - - -_-_�_-' - 1-t- -"' � -___ k__-_ - F - - - t - - I- I -,---+- L - � I I - --I I I __ __ . �____� - __ __� --- I ---- �T , - � - : __ - J tt - __ l - - ­ 11-11 - - - - - - - - �__: 'r __ -q---:: -7-, _:­ _1111- -'­, __'_______�__ __ ­ _ - �x - _t - - -t-n- -4 ___ ___ --,----::T - 4E ----7F __ - ___" -, F 1: -I-- , -, i- I - -, -11-11, - - - �7 �____ I __ - __ - t - - ---- - ---�-'_- I- � I ­_ - - ___ ­_ - _­__1 - - I __ - - - -1 - - f __ -, --- - ___ - ----,-- " __­t -I- - --t- _______�--�z-_-1!:--: . - _-, I ---- I--- __--l: --- � __'__.__ � -t-:- _- _-= ­ __ -I-, - __ L i - ­11- _+_'__' "-q- __f__I_ - __ � --- : ____ - - t , � I __ 4- , `­__ - "t- __ I- 1­1 I - - . - -- -t'z­� �___r__�___ - _j__ , , 4 -------- r- --i -----I- ; - - -1 __�_ -1, - I- I __1­_ f__'1___'_f_ -I--- t__ -- - __ __ - - ____1 ---- --- 1 _-_4 -- --- - - -ll - _f 7 ___­ --- :_j " , ,- 1- - ,- I ,- I'll - ,- I ---- --- - __ - I - 1-1-1 - -= ­­ ,---- -- , _­ --- -------,- __ - __ , --: - "I'--.--- - I - - - ­ - -_�_' - ­ - --- - __ -,-- I - __ I -- 1---T --- , __'_' - __+_ , - I -I'- -1 -i _____� ------ , ___�4_ --ZL =_Z_=__ ---I ---- F­4= ­­ -I,- __ =_1 I -�--- I __ - ____ ,- -P - - 11 , � -1 ,__: I - I- 1- ,I---- ___ ___ _____ - ___ __ _$_ - _I_ - -,.--,- �': _- -- t --- _� � �t - �; � __ __ __ - � - -F __ �_ __ �__ - _- - - - __ - - - � - __ � . --- - �-­ -, ---"­­'----___T_ - I -1 � --- :� --- t I I 11 � - - --- ____­_ - ­-1-1-1 -------- _____1 i - �.___ I,-- __ 11 __ -4 -�r � I __ - 4- .-- f- -- -I - i­ ___'I - - __T ­­ ­ ­ I- _' - __ - - - _�_____ - I __ � - __ - I ­ I— - - I ---t7-­--t - - _____ - -- i :I -I - t " 11-1 -�---4---_ __-_!'_--ft___4__.' - - ,,I- - " , -, -I_ --- _---4'-__' I-'.--- -�� _-� `l----1___ --- --- --- J­ -� --- --------- I --- j----- - - I -, - I- -- , I -- , I -, �___J-�-__ - _" __ - __t77 _1 - -_--_ __ ­ - I _____ - � -I---- ____ - __ - - - t- - �­ I ---r �-" ---�- I __ I- - I i _T, __ __ -=-- =--!I-- _____ ____ - I- �_ - I 1. I 1 _� - , -"' _r _ -1. - .�_ - � � ,- _1­7�E - --- I : ----- ---- . - __ _-� . - " , - _,_.,_- - ____ --- ---� --;- I --t% - __ I � , I , --- L w'!__1­I: __� ' -- - � , - � , I- - - I - - i___ - 1-1 - - - � . - -= -- - __ __ � ------- L_ - -1 ­-- - - - --- - - - - ­__ __ ,- - � I �' I 11, - I __ ­ I. - __ - :7, _- :--, -----z - - - __ 4- � I � - - - - - L I-- --- - 1-1 � - -1 __ - _� - ­ V- __ - ,it I_ - I - --- - --, , --- - . --- - - __ , -- ------ ____ - -1-4- -1 � _� ---L- " __ �_ I ____ _1_____L__ __ - l __ - ____ ______4_' - �___f__:_,__1_=�7--1- ----�� ------ --4-- � ---- -- 1­11 __ ___ ____=�-_- --- -- _-7, --- - -1- - -,-- -- �_- ----±--_=_--t - _­ _- - --= ­'_-, -'--1--_­f__ ", ---- I--- - _j ---- I 2 - :� __--- -_ :�--'-:t---_ _�__ -4 ___ � I --LL_--1- - --------- 4: � :,-, �- .11--f­ - - __ -- - ---j: - I - _q, - , - ­ ,- -t -S == - = - , __T I I -1 _-_-_- : __ _=_ - - - I-- -_ -,-- I' - - , '_ - ,1 - � -1 _.r -__-_:t:_ - ­_1 ____+ - ---i-- - -,:"---- -, - �- -it - f- - t- --I I - I -A - 4____��__ - - ­' - �' - - j -- - _ -1 - - 1 - - _:T=_ �_ - � - __I: - _'_ i-_- �_ :�L = i- '_� - 4 _A: �- - I- - , , - I :-'-- _J­j� ---- � - _= -11- - __ ,- __� = t- _': __ i.-- I- ­-­ _-t­"--l__-_ --- __ __ __ .--- __­_ - - - - ___ 1- __ -, ___ I ___ 1.___1_.__3_ __ - __ - - _ � __ ___T'___�___ L_- __�_'_ -i __ _ _i_ I - -, - I- _'z.__ - I __f --- - __ i- - -, ' ---r '--1_-._-'_f=_ ---- -_-� - �- I- - �__ - + i - ___ I - __: I '_ _.� , , - ____L___1__ _�_'__ --- _ 4 __ __ - - - - - ­_ - � � - - - __ 7 --- - __ __� ___'_ --I � I ­_ __&L___±1_ - � -, � , ,-I- -­ -,-- - -,-- __ - I I __ - _4 . 1 - __­__._4____ _____ , ,- - I __ - - -r- 11., - - � _-_ ��_ - IV - - " t- -4- ­ ­ - I- 1 -_--jf-_- -_: ---L-- _±_ � -f- ' ___ __ __ ­ ­ "-, --- � ___ - - � - ----" -, - __ _'_' --I'---- __ - I - ii _1____� - -_z - - - __=� ----:'�- - --- - - - ��--�=- __ ___ ' � - �� - - _1 ___ - _­ ---�-- -- - - -,- ,----: - ==: I ­1 ------- -- - - t��4 _=-': _­_--'__ __ __ I __ __I_ ____+ _�_4:' ___ __ i t " ___1 3- - - -- 1---,-. �­� L--_ ____ � _ L _ I t __ 1'�_- _ � _ _ - ___ � I -I- - - �' - - -, __'_�__' , - ___ - _-1-4-1-1-4- -L- - '_'_-� liz ---- ---- t-- - I- _ _± --iI- __-_ - - - - �-- - j, �-' -, - -, _! --- I - ­1 11 -I,-- - - '__ - � _+ - I_ __ ____,"___L - I __ - - - --, - I -I---- -- -'-'-"-- -- ----- � ­4 --------- -- L­ : - - � 11 __ � ­ - _' - _ �'- _- - ­­-�_­ -­ I_ __ f_ - - - .t- __ " __ --,-.I- --- -I- __ HT---': __ , __ _ ---- -- � ; � - -_ � -1--r- ---- - --- ­ - -- -- -- -- , -7- -- ---I --- =�- :"- - L ­ - ---- ­ -- f - -j- ---I -- - __11 '__ , -1 --- I 4- ­_ __ ---- _� �' - - � - ­4­ ---r- -4 - ----- 4-11 I- , - I-__ ­ _`­ -- -------- -- __ __ ____ J� -------- l_ - ___� - t - _� It - t - - - 4--- f� - , - 4 __ I I I -- I- - 4 - i , I- --j - __ I -1 -, , - I _z-'-j:-': __ _.­_ j I I �_ , - - --- - _ _ - - 1-1 - _ __'__ ____ , - ___­ _­­­ I , ---- ;_.-I---, - - - �-- l _q7 - __ __ --- ----I---- , - ----- - �__ __'::c ___ , __ - �- __ _I:--_- - � __ __ - ___1 - - - -, - -- ­____ . 11 � � I __ 1� ­ ___ I'll � - - - - ___ __ - A-- __ - - 11 - - , - - --!--- 4 - __ __ - ___ _­_ , r __ - __ - 1 - __ - -I--:- =-_-'-_ - _­'- - __- ----- --: - _-, - - ' - -- -j---I---- - L , --I --- i - _ , - --_-i-_ ------ __ _t_ � - _"'__L __ - - I--- ___� - ,I - � T ___z_ __I­___ - Hr - : --- -1 - - ---1 - -I -- -- ­_ I __" - __t --- If: __ - -_ --+ -1 - - --- ­ _-4- --t -T - --,-f-- I - - - � I I ­­­ ­- -- '__� � - -- --- __ 1: �H�_ = ------ -- I - --I'-- - 11-7 �_ - - i � - --i __ t_ 1- - I �' __ - _T_ I --- --- �­"' .­­---­--,1--­ 4 --- - ___ _- - -1 � - I - I- - - 'I- - i � . - - i---- I— . - _1 __ -4 ------- � -,T--- -__ l__-_1-___1:'_ - ----,-- vi ------- -, - ----- _ ­ -­ � - _'_1_w;".%­ --I --i- - I----- : __r __ L __ - 11 _­ - _'___�_ __ __:-�-_7 - I - - i ­­_- -- - --- I-.-- - - ­ _-_-_ -,-_ I - '. -1 -- i --�--- - -- -- --- -- I - ---c --- 4- =i - - I - - --- �' 11 - = --- " =_A['___ - =1 _____ - __ __ -4== _1___ � - - I— - - - - - [ --- il-l-, ,1____r_'___.__4_____t__, _ -­ __:L­_­1_____ - _f - -- 4 -- i- -- --I- - I- -- -- I - I - I I __ , -'�'- - ­ t -, - ---I - jl- - -- --I- ,,, " , I - i - , ---- I --- ­I -------- __ - - __ ___ __ - ­I_ i- - --I-- , - - - - __ L __4­ ___ — __ - __ - -I-, - - E -= - -- - - - - - 11:7�_=_ - ___ __ - --- , --I- - - ---- '1%__ - "_ - -4--­ - I- -_ � . ­_111 ___1__4__+__ ­--T ____1 ---I ---- I- - - - --r- =t_ - __ - ___� -- -- - - �-- - , - __ ±__ _41_.__� - -, - - I ---- I f - - � - - � - I - , " =t - ­­­ I----,.-.-- � - - - ___ L 4 T­­- �- _-, __ - . ­ -I I _� - � __ - � I I , -- �� ­- - I ­ - - - I - - . .r= _n: - - - - - - I - - - - I— --- - - - - - _� - _t__�'4_ -, ,,,,, - __ ­ I I - 4- --- - -: : -1 4 ---- I - � - -- I- - - L-­ :_ =_- - - - -_ __ . _- 'T --,T-,-- __ __ "----- __ -- - , - - - L - - __ I - _. I " � _� - - 'i- , - , - - I I - ':_ ,,'--- , 4 I _-. -,---- - -�'- - --- -- -__ -, --T---T- -- - -" - - - __�___� --- ------- �-_ -I - - - -- - ­+ - , ---q ­+--i - 11 -+- -+ - _� - 4:__ - i __ - --- ______ --- __ _-_- -f- - :: _- -_ t�_-_ � t - - L - , - - 1 -, - -� - t I - __�- � _-I-_ -__� = - - - - -- - --I- - �-- I I . i I I � _. - ___ . _1 1_ , - - __ --- I -T-1 - j ,��: I - --,I -- 4 1 __ -11 __ -- -- - _- 1 - - __ , I - ­ ­__ ' - ____�: - __ - , -I: -_J --- -, -,-- t- -, J-_ � ------- � - , T-1- -, -- - - __ ,-- __ - i - " - - f I I __ --- " ___' - - ­ - - I - -1-1 1- - _11 - I - I-- -- :---.'------; t� �L - , - -f -I- I I ,� _� __I Z_ __f - ---I I- __ - I - It 1-14--i- __ - - __ -, - ,:- ", I _____ I - I-- I - -----I- I -r:-- = - =_Lt:__ -1 ---- I =-T _-4- __ r,__, __ I - -_-j-__ __ __ - I_ 1 - ±_ - ----- --- " - - - -'t __ = =_ - I __ - - - __ -4 - I '_ - z __1 , , : __ - � - �--- - - -I - -1 --------- - -, - - 4 _' _ _ _ _ :,_ - - - � �r _-3, _-4-___-_-_ 4 i __ - - - _ __ -1 - - � 5 ____ 0 .1 - - - __ , - I _- ::= _-, :-' , --- : -,I, � : � --- � ---- � - - , �_ _L - __� t - _-: =: = __ '__=�_ '__j__ _'� _--I --- ----- ___�__ I I - I I I 4,- __ � ---- ____j____ _-I- .__ X; - i mi --- ,­ --- 4- 1 1 1 I_ I � +--- , - - - - -,-- - __11 . I I - - ­i - I I - I- - - - - t-- :-� %J-w_� - r- -I,-- - -, - '_' , - __" - ____ ___ ___ ___ _'_____ _1 " ­I ------ � 4 1 1 1 - __ - _�___ ___ ___ ___�_ __�___'_ - __ � -, I __ "---,-I __ - --- m­_ _.- ­__ __ __ --- � ___ __ --- � - - - - - I -1 - I- - I— ___ ___ = __ : �_" - 1- ."--I - ____ _'__ ___ - -_-=`­--- -z- � I- ­ -I- ____ I _____ � ___ , ___ - t - I- - -- - - --- - � - - - '- I -1 I - - 11 � -, - r ___ T_ - I— _t: __ I- '__;­ ��- - __ � I - - -1- --- I - , - - -". I, - " - __ __ i4� - _� , ­ f - - ''I I---,- --k- - I 1- _� 4- __ __ -+ -=�-___ __ __ __ '�__ 7 -7 1 - - __ - I_ __ - I _ - - -:t _ ,-I - ___ - - , __ - - - - - __ J= - ---t - -, . I ___ - I_ - - ---- '_ - , __ - - 1� I _-.-��_"' - __ _ ____ --- - --- - __1 - ­... - - --- t ____ - I - I - I- -- - . - - - __ __ - __ - _t___ --- ____ - -_r_7:­-- -_-,---I-- t ,-- -f - - - - - -- L - - ___ I --J----, -1 - I --- - I ._1_1 ­-1- --,-t:- __ = 2 -�-_-- - -:T:: - ___' - __ - --- - � � __ - ­ ;;;I� = -I --- .. _- __" - -11 I - - __­ - __ ___ � - _ I __ - I I --I- -- - --- __ __ --- --- I It - __ - I ,- t � - - I 1­ - - I i- --L --- - ' I - - - ­1 - � � .�' - ,- I - ' - : , F, -. _- ---,---_ __ . __ I -.1_ - - _r -I- ,-_I-_----:-.-- . - __ - h - - I 4 --- 1- - - - - il- __ # __ __ e "Ill - - - I—- ___ ­­­ - - l, - -t---- 4L - � - - 1- _____ __ --L---± _ - --- - -- � __ __ - � I _ t � - - -, __ _" - " - _': __r - --,- - - - - - � ___ - I 1-1 I- __ - ___ l- - - - _� - =_-_!�___ __ I =__ ___f­ - I- __ - ____ - __ .---- -'-- �'- - __ - I � I - � -I-- I ___ � - _­ - ' ___ --- I - 4�� I___­____ - - I, - ___ _�_ - = -±- --=I---- __ - , " ­ 11 I- ___ -1 l __ � - - *4 _� _ __ _ _ ' I i I L' _ - - ' I- I - � I T 4 t ,I I - I ___ -17" I, - __ �' I I - ; t - 1: - __ T � -, f: f - I I I I ,_, __ t I � I i i J � i - � I , I E - i I , I - 1 t -1 + I I , I t I I - . I i f _t I i I ___ I t t � [ = 1 1 j t - I i L I I I L � -i I � __ �_t 11 I ` T, ___ i- __ I I - � I I - - - 4-+ 4 � - t,- __ t i - __ , � __ j - I 1 �' - - I - 1 t - I __ -, J: . A _em__� - , I - I T 4 � I - - t -11 - I I- :t_ -, .� I L_ I , I I I '_1 ­ -I i f � - 4 � T I I __�_ -- - T - - t - I 7-� - - _t --r- _r - t I i - - I, : - _T__ __ --I I I - - __ I 4 __ - t I - 1__ I __ __ :L i I , __ r i - --I- ­ I __ __ :t I __ :t&i � � - __ -11 - T - - - - I- - - I __ I - f:r� i -1 �_ 11 ; i I __ I t I 4 � � " A I i 4, 1 - t t - 4 I V _�a I f T ' - I-- .- � I - ,I 11 -1 '� i - _j - � . " I � -I- - '___ � � , __ I i I -1 -1 - - 3i .- . - - - ,t - f t " I �� - I I - - I f I 1- � � " I - i , 4�_� I _-. i If _L I �� I �_ - - I I- i __ I ­ __ - I z 7 _ � _f, I L -1 __ 11 , I - I - __' - � - __ * t _ - _ _ - - - - - - __t � - __t _ _ - - _ - __, _ _4_ _ ft�' _ _ ___ i - I t - _t I I 1, I � T 11 I 11 I t � - v i � * I "I - - I it + I I t + - - T I � - I I I � I �:' __ _-, :1 - , " _4 - - 4 __ ____ - - 1. �- - __ I - -i--- -41 __ i - -,-- ­_ � - - - ___ ____ - - --- -­­ --- , --- - ---- --- I— - __ --- -1 - - __ � - �f- �#= ;��= :1 __ � _:� --± -, - t -I- --- --- ---- I -- -------- � ____11__ ,I - 4-- __ " - , " - L­1 - - � I --I'- �_ - -;-_ ��- '-� ___t - � - i ---- __ --t � - -I- I - i - I I __ I � __ 4 I— __ --- - -I--- - - I - -­ : _,_-I_ , __­ __'_ - I - 11­1 - 1-f -I - I- f __' - ::- - � - - " - .... � __ - - ­ -- - - - I ": i -''- . 1-11 - 11 .... �I,---�----L I.--: -, ::�' . 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I �- - __ - - ­.- _± ___ _�' -, :__'_� , _- I:" - -1- �_.' - �' ---- - --f­ - ___ _� I, _" I - i = -=_"'__-__ - �_� __ -1 � __ = JL_ --- __ _ - , _t_ - '1= _= =__1__=_ I ­ ___ I'- __1 __ � 'It-- - f ___�_ _` :�_ --I---- _� - --- --- � -- -- -,- - - -1- - - - -- -- --� -- - '-'-V:'_:4�:-_-_ - ---- ',-- --- -_--f --t:- -: -1 I -1- - ' I-,-- __ - - I __' __ � ____ I - _.,__I-_,!, -,--, - � __ ­ - --i-4- 1- ---- .1 __ I I I ­­1 - -4-- -, � -- ­­ f __ __ -, '___ - __ - __ - L __--i � �� ­___ __ - I - __ I __ _� ___ - - -- I - __ - -­ - r___ I_ , ___ __ - 1--li,:_ ­ ­ --- __ - -,,-- - ---I ---- ---I- � : --"T- 2 __ __ __ i __ - __ - - 11 I ­ __'____� I ---- t__ - 1 � � - -_ - - I: -. ,-r --- - _- - I­ , I -----A-----,:, :-- _--: - - - ­;__ ___'__"'i____f____' =' - - 7 - -I- .1 I ---- � - --- __ -1 __ __ --- ____ -1-1-- ,--.- - , - - __1 = = -1 - - - I -- -- =_ - __ __ ­ __ , I --- r__-_ --i ---- .+__1 i- - 4 - j- --- --- ,- ,- _-t= � - - =71- -_=+- --- .-I - _-'4: � _:I - - I ­ I - __ _ I__ I I i- __ _i� H___'D �_-�_-_; _: � L I I - --- �= _�� - =r- - - _ -- - -, __ _,._ - 4__ -----t - - --- - - - - - I I ,-- , - r: I k ,- J--- I ,----� + - � --- -- -, � �j -­ - __ t I I - =t-, --------------- 1---- - - _t_ __i_'__j_'___T__________j - - - - L- -4 '_ : - '___ , _. "I __ _ ­ ­ - I � 7_1 � - r, - 7T - - __ _ ­ I --- - - _­ --- --- � - __ __ � - --- " ___ - - I I ___ 3- - ___­'___ ___­�­­ :I-- ­I1 � __ __ - - _-, :_l--- __ , - - _ ____1 ---- I- . - _f__ I - ­­ __ __4 ' I I -:-- - - __- - - '' _� " I - --------- 11 _"' 4 __�_�:_: � -_ - ---I--:- _="_-__L --i- _____ __ __ ___ - - � __� � - T�_ 11 � __ i � I I- ," 1-1i-- t--_-� - ­'­ . '___ - '-- - -_ :-- --- -__4- -- -� __ ___ - i- , - �: _-I____ i - - -- --- ­1111 - __ ­ - - - ___ ll . � � - --.-- I ­ I __ 4 I -1 _ -"- :,j __� � , I __� ------ �- : : I . - , I ___ ­ ___ ­ � - - _-,__ _ 4 - I , -, ,'I __ _,L , I-- f ­ - I --- s____I_' f_____L ...... ::_.----'- - :- - � - ___�_ __ - - -1 --- 11- - I - - - ---, �___t____�___ I j � __ J_ - I - -, - ­ - - - , . 11 � - — i�:�___ _::­ - ___ , - ___ I _­­____ - -------- .I _ - ______ ___ I __ - ___ ­ ­ - __� _-F- - , -:- -- — — = = 1� - - ---- ---I ---- --- --- - __ - ---,I--,--, ------- ­__­._____ __ I I - I - - l'—'­-+­ - _'_4___t____L__._ - -I __ --------I - - -,-- I t L- __ �-] - .- = �=_�_ — _ I _- -:----t � -i:, p _�__ � - — - - i-- I __ - ­1 --- f- _i� : __ __ --- __ --- I -Z - - --- = " - & I - ,- i- - - ,� -� +--- -- - - _ --- - __ - 1__ --- --- - ,l, - - .. I __ ____ ­­ -- ,--- --,--I----- - I,- ----;- �_� 7=+- , - , ___ .-- . - 1 --- --- I - � __ . - - 4- -L- - '- -- -­= --I I -::I __ - =,-, - �_ - ___4 __ ___ __ - I � �. __ " - I ­ __ _____L-_ 4_� : - _4- - --- �__ 14 11-11, - .1 --- f_ ______�1:':___':-_- -, - --- I I , , , , _- _-:� -:- ___-, ___1 __! -7- - --.-I,-_- - __ ____ 7 __ - f f_ __ I - _ __ __ - I _L - i --- __ ,_ - -I,,,---,- _.."i,__+___ - _'t -1 �r � � !_--":4:_' , _: -- ----- _�- ---j- #---4----- - - --- ---I- ---1-_-�-_-_­t --A----`&& - ___t_ 1---t, ­­ , ,- ___ - ,` I I - �L- -1--i -------- I .1 ­­ ------- I&- I - .- - ,- --- -- -1-1; -:-,I--_--- ___ - __ .1 - - I I - -I - r ---j --- 11 - ­ - _ I [ ___E -i�- I- - - - 1 _4_ __ � __ _­+­ t - I - ----r--: ___ =1 _ - , , '_ , - -1 ­- '­ - -'­ _:_�___ - - = +=2- -- - -- - f ___ __ ---f- - � __ __ I- _;___[ ------ _ __"__�____ _ _-. . -1, ------- I � I - __ __ -I ___j - - - - - - - I - i - --I- , I- --.--,- - __ _� - - - 4-- _L_ - - : 1_-__"-� 1- -_-ij - - -i --�'- - "­ -----,-- j I ­ _-, - - �_ - - - I - 4 - - -I--- - -- - __ __ - - -_-:-f____:]_ �: I � -4- i - J-=: -1 4 - - I : -_ - 41'a- - __ �__ - � _ �_ _, , T - __ ___ - - --- - - - I __ __ t_ __ J---- - 7-- __ ZE4_11 _11--il ---.---. ___ --,-- � ------ _4 ___ - __ - I--::- ----L---,- I - - - _t. 7 - --- --- I . - I - 11 I __ I - - _­ E_ -."­ I --- _ I , -,-- -I � - -�-- - - - _F -------- � --- I --- --- 1. t� --- --- I--- __ __ ,__ *­1 ____ -111, �'_t_ � ,� I- 1--_ --- '_� - - - � __ ___ .1 __+ _ t----- - - ­­­' - ­- -, ___ - - _____ -I--- - li ___ - I - - __ ­1 � I , , - , I_ - I ­ - - -- t - --I---­I -- - - __ - _� - . ____ ___L_ ­- f - f---- - __ ____ __ _ __ - ___ - - - L - ­11 __ .__ " 1. , - t: _� � -, -, - - ------- � ­­ - - , _' ___ __ - _[ E '__ ­1- A -1 - - , __ '_f___'L'_ � � I - LLA= _A --I- - - I � - ____ ---I- - - _,::. ___ � =-:4- � __: - , �� , _:_-� - - --- - - _+ I- � - I -_-T-_#-- , ___ _ __ F---I:-- i - I - - = - �T - t - - 7,-,--- - :_ ---_-�--t---_r---j-'--__t__ __ - - - -r- ­­ - _j -_--I--- __A _'-_t'_____ -------- -_ - - -1- - -- ___ ; - _k-z)IQk,--_N _____ - -1, '_��- " , 1, --,---.''- _­', ____ ___ - ­11--.- __ I ; - -- J __ - - __� -t - _ - __ _� __ f- -4 -- �-- 4- ­- -­ I 1. 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LWD SMH / / I Exis-nNG SDG&E POWER /,,� -63.9 r, / - SWAI-E / �K ,-66,5 F, " �' t NO. 01-1060 UTILITY NOTES: I I � I FS I - / FS - ' � i U) / 1-1 / BOX TO / I I/ 2+32.19 2 �'�� RIM=57.4 I NU. U11-11OU / � -1 _', � , i I / 0 1+16-1-Irs _'I� , 7 @ DISTRICT TO INSTALL 1* WATER LATERAL AND 1" METER PER WS-01, WC-17 AT OYMER'S EXPENSE � RIM=59.2 �� I '�,,' 11 r, --4.E.=54.79 i I 59 2 ­I, / / -I I/ � R T 0 2+40.82 FS I sm'fl I.E.=48.65 I / I TR @ DISTRICT TO CONSTRUCT 6* PVC SEWER LATERAL PER LWD S-17 AT OWNER'S EXPENSE i ' RiM \ / P�CH URFACING I,)+86.43 I 2 ',,,,EX"'FEWER MAIN \ I i � 1400 i 1+5' -107 (TYP.) 2+00 1 I'll f 7 / s % 3+00 1 � ­ '�� -i ----,Z-" --- . / / 2+5111...1111111 '' !'' 1, I, �' ,-.---. - __ - I I- __ - --- - - " I .­ ' I, -01, WF-03. RESTRAINED JOINTS NEEDED AT OWNER'S EXPENSE --o- 4 - �; ---- - f - - 1 s______4 -----------­_;--4--- - ­ i I I - - @ DISTRICT TO RELOCATE EX. FH PER WF I I Q *.,A , I I'll s I 1� -----I- _1 )_ :: --- __= '� - - \ I_ 1 1 1 f I I � I \ I '_�. __ \__�_' ' I I L-Li �k_ 31e IRON PIPE, PER R6S NO. 21043. A, \_61.2 �_ I A NG A T UTILITY \ IL64�4 1-135.5 1 5 (66.00EX) '_' 11 & � (8 DISTRICT TO ABANDON EX. WATER SERVICE AT OWNER'S EXPENSE i I = MONUMENt.. & FS 0 ULT 10 EMAIN FS i, Tv FS ' I - ­ � I .TP.,BE DESTROYED BY 11 \ Lo ­,' �' ,2 47�*11 2+6770 " 1;f�__ � Al - 67.4 0 CONSTRUCTION , aP. 1+73.11 * ' - � 21 - sm"' " �Cj , - �' � ' 'i�` �� RDA ' � i5s,3 __�E � '_ —..,e �\ (6114EX) \/ I aM, 21 1+78.1 , '� - � , -, (64.69EX) 8 11 I � + � 15301 6 ,..-- FIRE PROTECTION NOTES:- I I FS , M-10 PER PM' GRI46\ AND eo�� ,�� i f I .4 !) 07 , ­ � 4-0 , 1, + I (66.56EX) ci 00 OVERL.4Y AREA 1+50 if , \ .' 2+00 50 'v 1�q) _ I _____ 1 i - '_ __­_ ___ v - --- - ,,,,,, - �'�:-/ w _____ IN I— Ic- iN ­ - v ­­ -------- I ,64 -I � ---- N - , I - __ yv 6c 4 __'___ �_ /r ,-I--- ANFE. - . 1) PROVIDE FIRE FLOW FROM WATER DISTRICT. INSTALLATION SHALL BE AS PER SAN DIEGUITO OR OLIVENHAIN WATER I �� ____ -----,---,-. -'\---- - w, _ \w I ---- P� I I / - - DISTRICT SPECIFICATIONS, WHICHEVER IS APPLICABLE. _ —, \ - --- ___ ' w __ __ A ____ . , /� �' 4 _ lt , li _ _ , _ 11 _a I .11 61 OWL ­� ' ­ 11 " ' __ -, - . - - - - - -1 . . - I I - I I � �. . (66.5EX FL) _� f- i_< I . - \ i _51 9 ­_ TIC __ - - * I I I I _� 1 66.77 / I -BLUE DOr REFLECTIVE FIRE HYDRANT MARKERS e TO 6" FROM . -8 59.80EX7 - I i� 1\ - � I 1 I . 1 5 ' I / I c 6.ffT-_FS %;� I �' _­_­__1____ __ __________ 2) INSTALL TWO-FADED I I ''I . I Fl� \ P101 - �"___ c� - I _�_� ,`_ - 66.64TC--FS -----------/ ", I I SIDE. - , I � I I r� (o F I - ��__ Tc�� __ I- - y-;;ts-I 4 I ' � 1 5&� 1 '�7r 1 3;7 . IN I-)`_("'( 3.0`� &I I - - �"�_ 3) PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL THE FOLLOWING I . _..'�._ u� -7� , � I �'_ :��T - L" v'_';75;7 Ir �< I , �, 9- '� � '�� � . . ". I. . . . - . If I - - - - i ,-60.15TC�1' 71 lE r ­1 . �_' � .-I i i j I EX. POLIE � , �,� _L464OTC I � I - Eli 0 - 14- 55.1 :) _'­ 1. ALL WET kND DRY UTILITIES SHALL B INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING I 1. _ - OT 12T � _j I ! ''I I . . . . . . 1. ­� 1 62.5 G - I kIVATE I - 1-1 _\ iii A, -- __' - �6 .52 1 2.34 BC DEPARTMENT OR AGENCY, ; I 'l",` 1.1 4FG I � 6 �t' 65.88TC=FS / --- v LAND A I— \ ' OT _R'I'i I . ,mc.> '��,j p , .� ,, LANDSCAPING \ I ' I - cp ----." - ,_ .. 11, 2. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND i I uj - _.[_� _ ____ I -11 , FS I I ..�_ __ - I _�'_-_­.R7� . I . � (8 AB �- �- - f — , - APPLICABLE WATER DISTRICT. � � 8 w ! ) � // W W 4 � 4 1 - I I_ . - i I : I � I I I I zi 8 1 ..t 911, � /ON � I i 7 �t 1 4) FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT I i . ___ I I - I I w ,I I 65.61FS 6 .60FG 4 1 VIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE � cd! f I I / I I � 1+ cd I I I I I � I � I 1 � / �; I (41 4 V4 4 v i I I I I At+q\4: �54-2 ! - �n 1, I I ,ft I ALL-WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3. 1 5. 1 &I � (c I I i C R/W I �_� ,60,24TC ( ' ' I b3-241 I / , I <', I, 4 1 1 m I __- I I i � I I _"�� ", 0 1 1 I I I f ' I P� � � I I/ ""' � 1 � ) I � 4 v i EX. iiI_ ACP TER MAIN � I o' I IimtNT TO SDWD, ,,-_, . EXISTING WALL TO BE ;:�� �1 4i�r 0 - I I I ve I <f - I I - I I I I F � ///' it U) '_� L"n -'59.74FL-'�' REMOVED AS NEEDED � 11 I 4 i �15 'T 4.U76 .5.311711 1 3� 1 c'j !�l / / 1 I '59.j - 1 60. RDS; MAY NEED TO 8 I ///' - f 'd. i I 4f I FS � \ i � E40CATED OUT 6P PhR �� 1___­_­__ __t4_____________'_ I / / 1 4 1 , I I I i a 1; � I , ' 1 3: I I i I / r.0 . . ... . . I = If _____ ______ - - / 6 5 --____ 4 1 ! ll lil � � I . I . ­ It ­ __ -7 -7-7-7-1-1 - - 11 --i I- _/7-,7 /'_ -/1-7- 7 _' A &­ / ...... _4_.____T_____ __� I i 74 - 25 -1 I I l ' Z 7 ,;I- - IF I / + "!I ! , r ' ____/ 1, C-4 a- I - A I - 12'— ­I7' I ! K F I I I - ---,-,- __ - _ 4 I I - I" / � I I I I if'. t I I , I I �� I � ' ! EP ETW I I � I r t " Z�- I I 3 1 110, I - � , <1 � _._;�_ 4 A i ""� I ", , . I � ! I _.___ - , �ill I "� I i - '4 1 y v , F18,8 1 - �' I . � I f/ i i ( l iA _,�- I C'p , ' I 1 '/ I � xd I � 7 �) -- WATER METER F , i � - � � I, ,` I \i/I '' I I � , 1 1,­­ - ,j I I 'A f I I I � LI 25.5'± PAVED I r I (PI I �/ ", I I I 6 (:� ASTAL LAND SOLUTIONS, INC. 6 5,17 SECOND STREET ' ENCINITAS, CA 92024 PH (760) 230-6025 '\�� FAX (760) 230-6026 CLS#1030ENG CHANGE NO[ DESCRIPTION 0 . " I 10 * 4 0, - No.CO70066 Z ;A 0 * E)(P.09/30/1 * GRAPHIC SCALE CURB DATA LINE NO. I LENGTH (FT) I BEARING ' Li 1 130.34 1 S74' 16' 32.43"W CURVE TABLE CURVE NO. LENGTH (FT) DELTA RADIUS (FT) C1 31.41 89�59'40" 20.00 6 X 16 P FLUSH CURB AT EDGE OF PAI��a 6* MIN. PERMEABLE PAVING STONE OVER 2" THICK NO.8 AGGREGATE OVER 6' THICK NO.57 AGGREGATE OVER 6' THICK CLASS 2 AGGREGATE & ';�. C v � IVI 'f , OFC I � I JASON STREET TYPICAL SECTION. 0 10 20 30 N.T.S. ________ - DESIGNED BY: I DRAWN BY: I CHECKED BY: A . . r5 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DATE SCALE SPECIAL DISTRICT APPROVAL _____p1T_ I FIN I Vu ?� - I . � :*: DESCRIPTION: 2.5" CITY OF ENCINITAS BEASS DISC DER SUPERVISION OF RECOMMENDED: -300 A P P PL� IMPROVEMENT PLANS FOR: 9 - . ENC-04, L.S. 7322" DATE: �-?&- er _ry �w LOCATION: ± 4. ' wEsT OF THE CUREI IN THE AA - A,A J_ 6L DRAINAGE BOX I LET AT THE NE CORNER OF THE CITY HORIZONTAL:1" = 10' '�__� — 12426-IP 11 OF LNCINITAS LFUCADIA OAKS, lm R.C.E. NO.: 70066 MASIH MAHER GLENN PRIJIM APN: 254-253-24 . RECORD FROM: VERTICAL:1" = 2' ��& 10/2/15 1101116Z115- ELEVATION: 67.639' i DATUM: NAVD88 EXP.: 9-30-16 DATE DATE ' ' PLANNING CASE NO: 14-251 DR/TPM/CDP SHEET 2OF "' I M MAINTAIN 2 24' MINIMUM PAVED — � �o y y LOCAIION Im -z" - - �_ , , 1 6 6' X 16" P P FLUSH C . . 0 I 10 * 4 0, - No.CO70066 Z ;A 0 * E)(P.09/30/1 * GRAPHIC SCALE CURB DATA LINE NO. I LENGTH (FT) I BEARING ' Li 1 130.34 1 S74' 16' 32.43"W CURVE TABLE CURVE NO. LENGTH (FT) DELTA RADIUS (FT) C1 31.41 89�59'40" 20.00 6 X 16 P FLUSH CURB AT EDGE OF PAI��a 6* MIN. PERMEABLE PAVING STONE OVER 2" THICK NO.8 AGGREGATE OVER 6' THICK NO.57 AGGREGATE OVER 6' THICK CLASS 2 AGGREGATE & ';�. C v � IVI 'f , OFC I � I JASON STREET TYPICAL SECTION. 0 10 20 30 N.T.S. ________ - DESIGNED BY: I DRAWN BY: I CHECKED BY: A . . r5 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DATE SCALE SPECIAL DISTRICT APPROVAL _____p1T_ I FIN I Vu ?� - I . � :*: DESCRIPTION: 2.5" CITY OF ENCINITAS BEASS DISC DER SUPERVISION OF RECOMMENDED: -300 A P P PL� IMPROVEMENT PLANS FOR: 9 - . ENC-04, L.S. 7322" DATE: �-?&- er _ry �w LOCATION: ± 4. ' wEsT OF THE CUREI IN THE AA - A,A J_ 6L DRAINAGE BOX I LET AT THE NE CORNER OF THE CITY HORIZONTAL:1" = 10' '�__� — 12426-IP 11 OF LNCINITAS LFUCADIA OAKS, lm R.C.E. NO.: 70066 MASIH MAHER GLENN PRIJIM APN: 254-253-24 . RECORD FROM: VERTICAL:1" = 2' ��& 10/2/15 1101116Z115- ELEVATION: 67.639' i DATUM: NAVD88 EXP.: 9-30-16 DATE DATE ' ' PLANNING CASE NO: 14-251 DR/TPM/CDP SHEET 2OF "' CURVE TABLE CURVE NO. LENGTH (FT) DELTA RADIUS (FT) C1 31.41 89�59'40" 20.00 6 X 16 P FLUSH CURB AT EDGE OF PAI��a 6* MIN. PERMEABLE PAVING STONE OVER 2" THICK NO.8 AGGREGATE OVER 6' THICK NO.57 AGGREGATE OVER 6' THICK CLASS 2 AGGREGATE & ';�. C v � IVI 'f , OFC I � I JASON STREET TYPICAL SECTION. 0 10 20 30 N.T.S. ________ - DESIGNED BY: I DRAWN BY: I CHECKED BY: A . . r5 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DATE SCALE SPECIAL DISTRICT APPROVAL _____p1T_ I FIN I Vu ?� - I . � :*: DESCRIPTION: 2.5" CITY OF ENCINITAS BEASS DISC DER SUPERVISION OF RECOMMENDED: -300 A P P PL� IMPROVEMENT PLANS FOR: 9 - . ENC-04, L.S. 7322" DATE: �-?&- er _ry �w LOCATION: ± 4. ' wEsT OF THE CUREI IN THE AA - A,A J_ 6L DRAINAGE BOX I LET AT THE NE CORNER OF THE CITY HORIZONTAL:1" = 10' '�__� — 12426-IP 11 OF LNCINITAS LFUCADIA OAKS, lm R.C.E. NO.: 70066 MASIH MAHER GLENN PRIJIM APN: 254-253-24 . RECORD FROM: VERTICAL:1" = 2' ��& 10/2/15 1101116Z115- ELEVATION: 67.639' i DATUM: NAVD88 EXP.: 9-30-16 DATE DATE ' ' PLANNING CASE NO: 14-251 DR/TPM/CDP SHEET 2OF "' 6 X 16 P FLUSH CURB AT EDGE OF PAI��a 6* MIN. PERMEABLE PAVING STONE OVER 2" THICK NO.8 AGGREGATE OVER 6' THICK NO.57 AGGREGATE OVER 6' THICK CLASS 2 AGGREGATE & ';�. C v � IVI 'f , OFC I � I JASON STREET TYPICAL SECTION. 0 10 20 30 N.T.S. ________ - DESIGNED BY: I DRAWN BY: I CHECKED BY: A . . r5 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DATE SCALE SPECIAL DISTRICT APPROVAL _____p1T_ I FIN I Vu ?� - I . � :*: DESCRIPTION: 2.5" CITY OF ENCINITAS BEASS DISC DER SUPERVISION OF RECOMMENDED: -300 A P P PL� IMPROVEMENT PLANS FOR: 9 - . ENC-04, L.S. 7322" DATE: �-?&- er _ry �w LOCATION: ± 4. ' wEsT OF THE CUREI IN THE AA - A,A J_ 6L DRAINAGE BOX I LET AT THE NE CORNER OF THE CITY HORIZONTAL:1" = 10' '�__� — 12426-IP 11 OF LNCINITAS LFUCADIA OAKS, lm R.C.E. NO.: 70066 MASIH MAHER GLENN PRIJIM APN: 254-253-24 . RECORD FROM: VERTICAL:1" = 2' ��& 10/2/15 1101116Z115- ELEVATION: 67.639' i DATUM: NAVD88 EXP.: 9-30-16 DATE DATE ' ' PLANNING CASE NO: 14-251 DR/TPM/CDP SHEET 2OF "' - __ ___ - ___ - __ ____ - ______ - - - __ - __ - - __ - - - I , � . I - - - I � . ---- I -------- � _1___3__ - - __ - - - _ __ - ­ -q�- _- I— -t-- _i. , _�___ j - _ -j.--- 'F-- , �- - _41_ -- �-- � - I . - __�____�___'__'_�___"'_ ...... ------- I. , -4 - + - -, - ,- 1 _� , - - I _:_ - __ - ­ --- . .--- ­ - - -'� -1 . - -i- - , -_ -_ - _�___T__ I ,----r-- -----i -- --T - --�--+--- t _ -, ___:F_� _'__�___ - _� __' - , 11 "I __ __ _" __ __ - __ - - ,--zt ------ - ___ - __ -r--- __' - - -, ___ I - - ___ 11 - I - "--,- 1-1 ­ - ­ - ----. � -------- � - -, -, - �, - L - - - - - __ - i--- - -___F ---------- Z- -- - -11 I --� " A- - I --= L----l---- - - ___ - - -i-- Ti - - ____ i __ I --I-'-,-,- ____'_�_ - __�' - ,- - ,- , �_ :t:-, I -1.1 ­­ __ �- ____ ____ __ - , , ,- 4 1 - - ___ __ ___ - - - ; - __ ____ --- - ---:-F--,- __.. ___ � __ - -- �- - I I— ___ _____ ­­ --------- ; --------- � _'_ L'. - - � , - - " --- ­�­-- ­ ___ _ "� - __ t_­ ­ --- � -,--- - ___ - ­- - � --- , - -, --, - -­ -1 - - - ------ - ,---- -- -- - - ---- ----- tz_ =1 t -':� ---� --4- - I- --I- --t-- -j__-, , - -, ___ __ - - . _r = g -_ '�- i- - -----f --- :r------, - --i - - __ ----t---+--t------- --j-------- ­ __ f --- :r=- _� __ - _ _'_' - - , ­ �- 11 1-1 I 1­1_ __ - _�_ - �- -I- __ T: - - .- -1 --,----- '­ --i- - - , _ - - ______ _1­1 . - - 11 - � - __ __ - -1- * ___ ,. _2 : __ 1 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXIS NG SEWER. ALL CONNECTIONS ' I ­1 - - - - - �___ _:_4---_�'---- �-_-_--_ I ---t:--__- 3 - - - - F`i-_-_ �[:-_--�--_- , , - _*_�__ , ', - ----4 -- - -� - - - - - - - - - - - I- � - - - - I 11 - -j-_ t_ .... j ---- L_ -I- - � ______4_______ - ___ - - -4- - t- -- I- _'__ __._�_'�___ _1 , --I--- , - 4--­j � , - -------- 1-- � --- - ... � I-L I ,,::-,,: I � ­ - , - �-_ -: ---- -- =_-_-__-_'�_ -- ,----I - , , -�--__ ­ I- 1-1-1 f -- I ---I I _____ --- - M , - - --,-I --- - -- - --- I , -- --- _:�t __-l_i_'_____-___'� ' - -j-- - --- �--- - f I,----- ___ I ____ll ­ -------- � ------------ � ------ - It- - -_-_-F, 1 __ �__ ___� :__� - _-aj_-'--r--'--�----1 - __ _-___�__-� --f---1 f- - _'�: , --� - 1 "_ __ - - -t- _1__­____­_ I- -11 ------ - ---- __ � - �' ___ " __ - 11 - --i- - ­ - - , L _t -11 ___ � __ ___ _', ­ -- --- I— -- -,-- , __l'_:__7 __ - - - _[ ______t____ __ ____ - _ i I - ---, - - __ ____ - __ I --- �__--'--�-__ -_ ----"-�-J-----.,-+--��------,---q----E--�-- - I --. �� == --- ---- _�- -­ __: � _�_ _4 - --I-- ----t--_' . I— - --- ----I ------ __Z!r-=_==_ --- - _ = __ - - 4- ___ - _�t ­ I I - '_- - EUCADIA - -- � -- ----- �- --T. :_ ,:--. - - -:- -E'.'-- - iE----- __-T_=_-_t � - WASTEWATER DISTRIQT SEWER LATERAL - ___ - - ------ I t -1 ­ __ __ _� _l_ --- --- I __ -:1­4 ----------- � - ­ -"--,-- ­ --- T- ____'f_l_l__ ... F_ - .- ____l__­ _L_ - ,,--- ----L---- --- - . ­1- - A, - -­ ­­__ - , - - --- ;___ __ __ '_�_q_ - __ - .1 ­­-- - ­­4 ---- - - - --' MORS FOR MINOR GRADING PLANS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. IF Ili- _� I - -- - - ,,-- -r--T-__-- --- --- --- , -.-- t � I I.- + - I I ------ ____ :_-_ _ZT. - , t_ ------ - 7-_--t �-_--�� ____ - I I - I- ___T -- -----_---_r-'==-:= ___ --- --�-t ---- r-- - _�' - I __ I- _ ,---,I ---,r---, � --"-- ___ __ __ ==t7 - , � ----- -- , , - � . _�_ [ - -1-l-, - I ___ - - ___ -- - - -2 -:�.' -__ __ ---- t­ , --- - _'i - - - - -1 ­­­ I_ � ---- I— ____ I -- ,--- .-- -4 --------- �-'­- - -- - - I -1 - -1, __=___': _-_-- = I­­ __­171 -_� -,:-, -1 - _.: __ � -:: - - - -,---:,-- __,;,I-__ _-�:! --- ---- --­ _'_ __ -I,-- ­­­ 1 I_ -11 - __ i- - __ I- __ __ t , _�___ __ __ __ _ ___ " -, - ---,- -I-, -, ., :: _�__ �� - = I- - 1-1 f- -- - - -�- ----- - - -=--_l- - - . - --- I-:----- I--- -1 ---- - -- -- ---- -- � --- * --T-- - __­l'____ _ I'--.".--- __ " ­__ -­- � _�__'__ -1 ------ -- ___ -.1 - ___ - __­ , 1-1 -1 -4- -� -- ,- ­ - - " - " ,,:_: - '_ � __ - ___ , __=� I -_ _1 ----I-- _ ---I,---- - , ,----.-- �4---­__ 11 --- T - f .- NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER - __ , � -1 - - E_ --I-- _ '_ - '-, ____ 1-1 - - _=f7= --- -4 - - ________� = ---I-- I � -- r . --_ .-= _-__ - -- - J, - � I - � I - ­ -± -- - ­- -- , - 1 -_ --:-, �-' _1 I-7 - - ,- - -t ---- I __ __ � f � � 7 ---- - , - --i --F - - = --I -- --- - -1 - - i I - __ -f. 1:' - 4--­ -T __ ,- - ----�---� - - L___ ____ :_ � - __ j77-7 ---- ­=�_--i - 4 - 1, - ___ � ___ I __ 7� - , - �._ - - ­1 - - -, -_ - --"-- _____t____ ��__ -_-_-.j---_-T_= I - - --i- - � -_ --r- I - -,----,----- "_ __ � - _-1-- - - -If - __ - ___ ___ � , '_'_ ­ - -1 I ______�=_ ---T--- - ---=-�_-_'-----------_ __ �L­t __� _-[.7:j' __ 1. I '� --i- --- - - - ----- 4 - � 4- I - _� L --- I--:- - ___ � ,----" - 1 -__ '__ __ _- I 1 , -----I-- f --- __ - - - ___ - - - ____ ___ t - �' 4 - I— __4 --- ­__ _" I - ""'j ----, - --- ;_ __-_ _� -1 _�' 4 - I . - __ 1 _-4- ---, -- - - ___ -1 __:ZT____ ____ _-_ f- -_ _v - _--i ---- l'---'l-'_-_' - ___T__��____ _f - ­ ,4- __ - � _�_ - -1 - _'_�_'___ _____= _7 - - 11 -_ - - -- -_ -_ - . - I- - _.:�_ 4 - _-i_-_--_- - �__ - _­_t__ -_ _�__ -1 ---- r- -- - �� I I _____� - ----f -- - --, ­_­" --- I --- ­_ �4 1 - I � 1, _t___ t- I � I - - 1­1 - I- __ __t- - I - -I--- -1 - , - - __­ I - __ __ __ - - - .­ r---- -- -r­ - __ -1 - - �' - T - - �- -- - __ - - � - - I-- __�__ __ - - ---�- ­±_ - __ _�_ - __ I --- ---- I- ­ __ __ __­�_ - - - - - _ �� - � I _ 11 �: - I,- . ­f - - - t__ -1 - - - ____ - . I __ - , , - - - -_ ' - __ - , - - - I 4- - :_ � � - d -- -�--�--t- J_ _�. _-�--_' , I I'll � ____ - I - - t­141 - - j- - l,- - ___ __ - - =1 - --i - --t- I - ___ __ �_ � - __ 1 - - __ 117 , - - + - - �--- _+_ p _----_'�_7'_� !�:. _� - __ - �� - ,� - - I I I I � � _7 __ ' - - - - __ - - ", '__ - __ ___ , � - -1 -11 - -1 � I - _ , ____ - _ - - - ­'- -­ -- - - -I- -_ - -, - , - , - - - I I - , �- - --- - -_ -1 � ­­_ � I I—- -1- ­ - --- ­ --t - '__ - - --, -'-, -_ - ' L --- J-- + --- � _____ - __ _'_____.____ _______ ----------+ , _'__ - ­_l__­__­ - - : ---:- - -_----�-- OMISSIONS - 4 -1 == �_ _- __-:_-_t E_7_ k ___ - - - i = , --- - I I DISPOSAL TO A DO YNSTREAM LIND SEWER. IN LOC kTIONS 'NTH SIGNIFICANT UPSTREAM FLOW, - .1, --t � - - i - .' __�­__l --- - - - __1 ____ = '_ ___ __ - - ' I � - -_ WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTI ,It - , -, __ _� - ___ , - _�_z 1- -- ---J-- ::-F_:. ,_-_- I _� __ __ ____ --- - ­­ I . - :_-I------ _-, , ­­_l­ - _T i -1 -­ , . - - -1 I ­1 ­ -.1 � -I.- -I:r I I I - � , - �:= ------- � � I :,: -4--_± _: - - --I---- ---- �- -,-- z --- t- -,,-- -�j --- ---- -- I �- - � ___ - � : -,-:1 - -_ - - t -, - ,_ - _= - -11 - . I I I -------- 41 - i-,-,- - - - _: "I � __ '_ '_ t �� - I :1 = - __ - : __ _� ___ ________=____ - -, � -- ­1 --- -- __ ­1 j , DISCOVERED DURING OR AFTER CONSTRUCTION. � I - -­ __'-�__ , - - �4= - � I-- L - - 1- I ­1 LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT NTH FULL-TIME - ­ I I �- 1-11 -1 - t __ ----2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA __ _; . . _. - -_ - ____ '_'�: - --- ---t'-'-_7- , I �- �' I— � ��__= --l'-__--l---�-- --�-- j---_ � - - ­ - ___ . - � I � ; I_- 1-11, ­111 - � 1 , , ­4 � :1 .,-, - --- - � - ­11._* _ - - __ ____ � __1 ­111--­ - - ____ --7- -- -- - - -4- -- + --j-- j- L__ - .3, _4 � - __±--l� , , , 11 � �4 ­ ­_ �' - � -- 4 j I - " - I 'I-_- ___-i-_ -�­ , - - '-_: ::: - � " i - 11 , -- __c I � '� ,­ ---- , - - , __ __ _�_'= =-Z- - - - :1�: 4 -_ � , "I - -- t --j--- __[ - , I � 11 I 11 i -_ - -,,-- - 4 7 � I_— - ­ -1, : ___t: __ - � ­�_'_: ____ 1- -l__ - - '. __ - � ___ ­ __ __ --- I---- - � __ 1 --�-- I- 11 ,I---- __ _L , "':_ =_�' - -, , = �'-__f -I---- t -------- _=_Tp_� ----7 _-q_----­ MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. -t----,--,,- _��___,_ - -_ _1 __q__________l_____f __'_�=___­__ ---i ---- � --- ---- -± --- 1--n ---- I - � - I � '�- - A - ---- -j-- -t- , ­ __ - - -­ I - - I � ___l_ -1 11 � , . - � - __ -, to�l --.,:: - _ ,F _- _- - -1­ ---- - - - 4= - _'__ __ ___ - __ - __ 4-f_:l= � --f-__�___ � ­ � - __ - - L - ___ _____l______=__�l___ - . . . . . � __ I �' =�-7--t---t-_ - -' --- � . . - - - ___ ___ __ " ____ ___ '__ �__"'_ __ , ---.,-"- __ - _f ��_ - -11, -,---I--- -, --- ----- --- , 1= ------- ­ --i --I- - _ t -- I __-_--f'-- 1- - i - �- -- _ t-_ ------- -_ -_ t - A- - I -_ - 4 __ -_ - - --_ _j , j . _­ -1-1-11 --- ___�_____'____ - - - - -I---,--- - _­___.___ I �_ � - - _� __ __ - - __ - ___�_ - - +____l__ = ---- -- ­--i-im -1 -_ � - - -4- I - ----- I -L 4- --I WASTEWATER DISTRICT LWD SEWER STANDABM AND TO THE REQUIREMENTS OF THE STANDARD - __ _� : -1 ­ _ ] I - I - , - - ____ , - -9, - --q --- �-_--r -____== _� _: ---- - 1- - I -_ 1-1 -_ : - - - --I I r- _- , - I - _- - I -1 - - -11 __ __ �__ - 4 - __ - ___ - � - ____L_ ___ __ - - 4 -------- ­ ­­.. 11 - - __ , � : '__ , __ - - =1-- ____'_ __ _-- - - - � __ '� n: ___t � i --- 1-1 ­ � I ___ 11 I ----'I- -1 1-1 - N END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE t :,]----f - - 4 - __ +�J- , __ ­ 11 cs:: R-ji � ____ � _ ___ A-8 ,_ -1- _� ­ � � __S� 4-1---a' �"'I_--__:_' _'�_ A -_ __i____i___ -_ ____4_____ - I __ t I , -- L _� -_-, SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK AND THE REGIONAL STANDARD -- -- - � - +­ ­ - --r- - - _ - __ - _� I ---- �_ ­_ - _ --- � �, � _ -- --=-T- ­ � :'-� __:kL_ ___ - ___ - t - __t - - I � _2 __ � " - - , 'ft" - . __ t --, =± -1 - -_ t- - ___ _____ ___ __ - - I_ I . --- ­ " E__ - ___4_ -It - � -_ -__-­t---'-___ - _� - I ­ - 11 - -E4-- _- --- _=_-�� - - t- -L __ - I ­­ - 1 -- �- - ---!- - :-- :_'___T__' - - I I := I ____ =_ _' 7, _'_ , '; -, T__-_ - -- �j _f __ -- - , _ =1_ -- J - �- - - �- ­­ - - --j_--__'r --- --- - - ----- --­ -,- - - - ____ ___ - ----- ___�__ -�-jS7' 1 1 - -.11-- __ J� ___� - --� "___� OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE i I �_ - +-- -� -� _'___ -_ 4 4 I i I ----I- - -_ - -_ ____ -_ ---_ - I I --- �- T __ ____H ­ _+ _t� �-- - ---d- z - ­--� --- � ­_ -- --- - - --- !-- ,- - --i- --I ,: " -_ I --- t_. --- -_ I -_ "I � I'll -_ - _4_� �' _-� _-" � , DRANNO MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LIND SEWER STANDARDS -' I �- ­ _'� i ---I- - -1 -- - - ­ , -1 I- -- -- -- [---_�.__.L_�' __�_ I - -1, - __ __ - 11-- -I-,------ _.__­ ___ ___ _'_ _ I',- ____ ­ 2i-j- __ � , i ---- � - ­11 1� __ � ---I- -j- I ._l_'___­l­ ,- -I -­ -1 __ -­ - __J__ ___�:_' ­ :._-_�_=-1_-_ _� ­­­­ I— __ �l ----I-+ r) 4- - � : __ -_ " , - .#� -I,.-,,--, _'_' , _ � _�_ - I_ ___ ". ­ - � �i - I , I r_ � - -__ ___ - - !--- .­ ____!!_-� , i- ­--i I- --l- - n- � . - _'. i­' - - ­_ -11 ­ � � --- - , .. _ __=� --3= -- --,- ----.---- I - -- --- - -± - --- �=P7 1 "- - - , :: _-� - " -1 __ �4 A- ' - - - ---- --�-- , I I - ­ -1 - PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO __ T- - , - , - -� ---- , ---- ­ - - - ­------­ -- I L _� I- �_ _ , - _.' - - � ___ - -- , -- �- -4- - _14- __ ____i__ - ___ - -I , __ , - - - - '__ - __ - 1: - ­ - i - - -C* ------ -- - -11, - t- - - - �-_: - --- - . I 11 - ­ - - __ ., , ' --: -1 - --- __t -- J"-' : _- = - - - - - I- - __ � _�_ I __ " - _____ __ - __ ____' � �_ I - " _ ,---L--- - -, � - ____ - _ 11 - I � � I � I � -- --- I __'___� -_ -_ _=_ - -_ - ____­__ f --- _`t____ -Z �- - I -1 - � _­­ -I' - � -I--- __ 1, - -_ I - -_ - � - -i , , - - -1 I ___ 1-1 I -1 I _ -1 __ � - , T_ ----. ---- ­ -4-- ` __1 __ - �� _ � _: -'�-- .+ -, -[,--:, ---- �:-_4'-_--'__""z'_ _____ --t -- '� -, , 3. - . _i____lL I � 1 ,- - --I I- - t 4 - : ­­ ___l ­­ __ L______= -- ----- Z__'____'_____ =4 __ _:' :1, I - - I 3- = I - ____ - �� ­­1 __ ___' - I - ' - - --- ____ ---;------I,- , _= = ___ ___ __ ___ _4 - --I - ' --- __�_- - OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHAH BE FOLLOWED .. I - --I- -11, , ____ - _ ___T - _-_�= _-� �__ ­ - -� --F_---___'_'_4 __ 11 __l - __ I,---- i f - - - 4 , I " , � - ­ �_ - �_ E�f - - - - - ----- ­­ __ - CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE - � - ----- ____1 '--r- _11_ - __�F_ - _:"� - t=_1 - �� -1 .. .. .... - _ - 117 j - - 4 - -1 -- r - [-- - -- , - - -11, _ ­l___ - __ I ­ _____ --I , _1 --'--- ­__ __ -I-- ­� � �� �-- - - ,- = _: __ - - I' - I - - -, i - I ,� - i -------- I �_ � - - -4 .i __ -, , � � � � - '� I -"-- - - __ __-, - ---- --- �j --- -- -- -T- -- --, ---+-----L - _ 't -1, __ -[ - t -, , - �_ 1 - - _zl �' ---- I - " ­ . --- - Z 4 4: _F - _T______ -- - --_.-.l-_=:V--!-_-_- - ___l. - j __ i-- ___ 1- ___ _-_::'j�_-' I - _�_ - -�. - :; _P _'__n:� - I REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SUPPED ALL THE WAY ON TO ONE PLAIN 1­1 � ­ __ - -t-= - J, -E i � I � -::_. _'_ _� - __�_ __ -I- -� __1 , !-- , , - -1- _ - - �___ __ ____ __ - __ - --- - � � GOVERN. t­ I - -1 , ___ , ----I----- - I- __ I,--- - �' - ­_ �A=_�� 4 � L __ I V=,__ -=-. = ___f__' i I - -::. = _____ - --- ____ I— __ -_ - - � '_� __�J- --I- ­ I 11 - -:_ - ll: '- - :-- ,,- , , -,-- .__" , ----. _", ''_ - - -'. - ; -, � I -11 I . I,__--_ -t - - It 4 1 --- - t_: I - __ - - ___ ------ �________ -1 � I , I � � 1-- - - 1-1 __ �_-E_7 :_ '_-__7T - , _ - _-, - � AT ALL TIMES WITHOUT EXCEPTION. �": -, � -7 � _�� - __ l____ f --- - - - --t __ --- -1 , -- � ' - - � - I ___�:-:' - "l-'--_j_ , t m-__ - - - - - --- - -- -- - - �___ -I - --I-- I __'� ,- - I � -_ La - I - - ,,, - � I -. " F:_:4 - ­ --� ---- �---4- -j ------------ :_�-__ _�t _-: _____ __'___� --.-- ___-� ND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR - =_T.:_� --it, -i __ - _,:_ � _t_=_'__-_t__:7 --- J_ l____i_ _11--_,­_� --- _1 _� -- +- _.-t--_ i- � - _ ---4- 4 .. - � i I 1: %w"FsY _-_�- -1 Z7__'-_-_-' --,-.an - - --- I, " � , j-, - -_ - 1- � _�_: - - ­4 ---- ---- ­4 ---- '_ _ �- -­ -- I __�_­_ __ j , --- I ___7_71 I--"-, 1. - ­ � I ' t__ -i- - - - � � - V--%j I— --I,,, ,--- -i 11 ... I .I--,' � - 4- t __j__ � �' - - - I V, v �� -- 4,- �_� ------- -- - -- - �' __ 1-1 "I ---- --- -- -__,­ ­'- _' .-� --- i i ----�-------- ____ t --- - _ --- I _ , - - __ ___ I I 1 I - - ­ -- - - --I-, - --- _+ __i4l' ___- J_ -_ ____ _=h: _J-'___� �' -, __ � ___l____­ 1 THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE COUPLING SLIPPED BACK INTO A POS111ON EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. --:--4F_-- --_��--- --- p'�- - - I -1 __ - -1 - -- , - .---- ------ �:____' . - - -i - - --"-- - - � __ __ __ -) .' I ­--j-­ i ____ __ ­ .­;­ "I - - - 1- --- ­ , I - - -1 ___t�-- - ­-­1 --- ,- I - I - __�_ - - __. -- -l'- -_=- - ­_ '' 4 __ I I �- - - -1 I I I ". I - I __ - - - 4- __ � 1 - - : ____ _: �1�z '�_____i __ I --- --- 7_1 ____ __ - -- =-i-- _�_ - 4. , i__ 1 -4 JOBSITE AT ALL TIMES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED - - - , - - 5- �_ _-;_ - I __ _: ------ T� -:-4----i -_ 11 � ___ ___ �_ - 1- . I- - �: � 7 , , - - __ :_.,I_ _7�� t_ - 1 - -I- �- - -1 -1, -4 - I _ --I- , -t- _ _�_ ___ ,- I I,- � ­____ � - � - -� - __ i ___ , � - -�L�- �� A i - _� I _ - I - : ... . - - _� I _ I - - ---- -= - 1 - -,III __ 7_±____ r=- __ - .' __ �-'_--'---- I � _­__�__��O'_�_--��--- __mw!w�: - __­ ­­ I � __1 . -, I 1 � 4 � i -1 ----I-- -r - --- 1-1 ­ ___ _____­_­ __ ---�-- �:-_-_: .- - - � i __ __ --- - ---�-- � � -- - I- - --;� __ - ,--- -- -� --- -j- -T -- -� - f --f -- - - !- �- __ _ -4-- -I-- - - , - , --, - �___'___' --- - _-T __ - - :__ --- _Hz� -�-�--�_: - __ I - � � --- _�_ - I ' --- - ---", __ ­_ _ I= ll___�l I __ r - _ _ I � - - z - ____ - __ - - - __ __ , .� ___ - - - - -1" ­ , ­-, - -,--- , _"'_ �!' _ __ s , , _ _44 � - I- - -, - 1 -1 _��' -� - -1 ---",-,-- ____ I I __�_ - - --­ - ______l _1 - ___L � _', ______ - ___ - I_. -I- ,,, ' - - __ - I __ -11 I---- - - __ __ - __ ,_ _� I 11 - -­ - - :� T, � - - --r - I I -1 I ­­' 4­�-_ ,- - _11- __ I __ __ --.--- I_- I— A ---- � � __ L___ - - - __ - ____ - , -��=__'- T, - 1- -1 , - � -------- 1___- - - - - I - I � - - I-,-- - ­­­ __ � ---I --- --- 11 - - - - - _ - - - - - - ___i__ I , - _� I ­ '' � ------- ­', __ I � ,L - - ''t ------ ­ ­­_ ­ -- -1 --- I - -1 I __ - � - � - � I - �� - I . -- . __ ­- � -1 - 4 - - -- __ - � __ -- -_� --, " - _ - - - I- - - f ,-- - ­ -_'r:� __' I , " _E__ - - , F -1 - -- --- -- ----- ---- t - t, - Ili ­_ q, - __ , � __ Ill— --- -- -r- � , _j: ___ =_ -- :: �= -- - ­­t - - - - __ 1- - ___ - 1: -, - - - - - -I ( I --- -j:-- - --:-A, -_ t- i - -I- I- I , 5 THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE '- ­ - ------ 4_-a___l ___ - __ _' - � ___ ___ _" ___ T____ __ � ­1 I _'_� _7 I _L - , I ­_ ­­ ­­ __­ t__ - - __ - OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE BY THE LWD DISTRICT ENGINEER. I 1, �_ __ I � -� ---, __l __ - -�- I I ---- ---- -- ---- -- ------- ­ - - ­_ - __ - ___ - - __ - __ �__ --- -- --­ -- -- - -_ I _____ __ .- -1 - '_ . - �_ - - - - - __ I � _- -,-. ---- 17 -- '- - f- I - -- - -' ,-- �' - _ ­ -I-- __ __ _�_ --4-- - , - - j , -__ __ - ­ -- - - � , , __ _4 �- - � - I - 11 - ­ ___ l__ ---- - - - I-- -, - I --- �___ - 4 ------ -L I -_� i=:'� _�_ �:__-g�z__r=__-_-r_-_-_ i - � - � - I------ � - - _F __ � - - __ _F _�7, , 11 ­ __ 37-- 1 �_ ___ I- - i - - __ __ - �' __ - , -1 - , -� t- . - __ �_ - - ------- � ____' __ _ x ---------- -- i___J - I _1 - --r-7- - - 1 I ': _� ---t --- - -1 --- - - � -, - ___' STING _�__: ------ = ,_ - '� I � I __ _3 -: - - . - - -�-----'--- - -- - _:: ___.l I - - ___ _j ---- ­___-_--.-�]--_ - 7- - -:";: - 11 - ___ I I --- ; -1 -11 -, - - ­ t' -- 1 - - -1, -- ,--"- _'. �____;-- � -_- - I- - , - I - t-- - - �T - 11 - - - - Ill _E iL _ - � - - ---,- -�- --: __ _'_ - -1 = - - I - -I,-- ---I',-_ __ll - ____-4_-_-_�-- i -1 -- -1 I ­__� I I , - ': j - - - -I ____ - - ! - _-___­__�___ -_::-_"'7-_J--_:_t- -- - -- � , _---i _ 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXI - -1 � I I � t' __i __ t ---- _ x _--� - -: __--, � - ,-at 1- - I, - --- _= . ��r. E - � ,--,- =1- � 11-1 � - - -- ----- ------I- --- - _'_ _ - I - - 1, "-, __ = = =1 ----�--� ------ __l - __ � -I- - � E� �--t I ___' __ ­t, - ­ .... 1­ --, -t� -. 11 --- i - ­--t- -_ 7 __ t- __�_ : _ - - - - � � 4- + - - _w � - ­ - i - _____�__:::___'j_ _-� - ___ + - ------ I 0 - __ __ --- _z _____'L� ± - - � - DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD THOUT EXPENSE - I --- "I --- - --- i­ -4-_-__-_j- ___ I I I � � - -------- 1, __ _1 --- .1 --� ­_ --- _; = - -_, - _: - - ­­ 111- - _= _ - _'�'_______ ___ ____ - - --t­ � I - - ___ - ___ ____ ., -, __ I ___ _ " - �_ _'_�_ - - - __ __ -4- -----,. -, _'�_- - - : - - * - ___l - ­_ _ 1-1-1-1- ­-I ___ - � --, , " ---- --- - I 1--i �F - � _�_ � I - __ I- __ I I - _�_.: :: � �_- r- �---__ "-­-_�- -j- - '___"_' - - � - , - I---.,=-- __ =_­_ , - � ---�-- - _lt_.___ - __ - --" - -, :� , - - --�-- -:1 -- _- - ------- - --- � - __L_ - i�: � IN ­ - __ � _-:4 �_ , - - _� _ '_' � ---- -- - - - - ' -I,-- �- �-_ _- -� -_ __ - __: � - --- -,,--_, J - , ____J - � - � - �__ 4- - -11 1-i - - - - _ _�___t _ -­ I -I- - - ._� --- . .... .. � ... �� - __� -_-----,Z- ____l_�___:'____­t ---- [_ --t-_= _ , I---- -.,- , - ­ -------- � - i ____� ­ -­ I-i _'_ __ � �_ - � - �- - -, � - - - VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC , f - -7 - i _j: __t- -�-__[- --" -_ it _-­ -1 -­,­ - -- -1--_ "---� -�- 4=-- �4' --4-----j---- , --- ­­ I—- ­_ ___ i-, ­-h :L--- 1-- - _'-----_'-'__ , '___ - __ I � :__ __ __-T __7".CZ-1� - ------ ­ ---'--- - , __ ­ E- _11 7 '' I .- ­_ -1 ­4 - 4- - - " - t ___t____ ___ I - " I - 11 - __ - - WHATSOEVER TO LIND. INDUSTRIES, IN.0 STYLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL "I - . i- I- __ 1� - __ - _� ---------- �A_ - ­ ___ � ­ __ ---T--- i-- -t­ ---Z�L7- ­ -- -i -4- � -_ __ __ z 1. , --�: -z_ I � _��'l -_ �:-_-: q'- = - - - 1 --I --,--, � - - T_ __ -r- ___ ___ -I'Ll: - - ---I--- - -I-_ V_ - - - - -11 ­4-1- - _ , = - --== 7__ .__ ­ ­1 - i - 11 , 4 I __ _____' 1 _­__'l=7'_"--_ =-___== ­ --- -1--------!-----t----�--I--,---t--- � --- - - --,-,- - I - -1 - li_1 I -1 -- ---- I - - - __ - - - - --,'- -_±-_-_-_'-�--_ _j= -6. 11 I �---!----t- , , -, - ______ I—- I-,-- _­_ __ I I ­ ,,, ­4­­ 4 -­ - __ ____ I T ___ _� -�- -"- - -1 - , - - ­ ­ ------ � --- , - _­­_ - I � _ ____ - - - - PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR � I -- ---- - -- -- - -- ­ ___ _. - - __ -,I: ­4 - �_� � --- ­_ -­ I-------- __ - _______ - __ ,- - ­_ __ -L - ­_ T - - � z __ 1 -, ­3 -,-,- - - - --- - ---- -1- - - ' - ---I---- - - I -_ i - - I - I - � - - __ - - � ­­'- -- -,--,-- -, -, --t- - � _i_____'___ ­�_ � - - __ ___­_-1 - -E-,- --..- _t__'____l. I_ i - -1 -1 __� I �f­ - - � - ­ I - - ___ __ I - I ---- --- - ­1 4 :F t - , - - - - " L __ - I - � __F - : - - , - '___ ,-- ---- L_--1 -_ -� --- - _ 7-!---- _­_ --- - I __ I---- - _f - E - I li ­_­-, -- 1, - : - F__ --- ____ __ - � - - - BE USED WITH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE i � - - I __:t -1 I- __ i "I-- - __ --- I--_,--- ____ , - __ _ _'__- --------� I - -,----I - -­ _'__' - I , - 4 __ I -, __ � --- - --- I ---- ­ __ - , � a , � __ - -, "I __ 1 - _'� - � :j � �- __ --- _'__ 1-1 ___ _ ­ - -­ - - __ �� �11 I � - - ___ --- I --- -1--1.1_1 I—, __� . ­ ­_:: - __ I � - - - - , ---- -- - - I 11 11 11 I ____._P - - - ___� _-__i__.- --- ____r___ - --t­ t=t­-�­ RINGS - - -1 I - - ­ J'___�'_____ - --.---- ___ ___ - ,---zt- _- L --. � -= , I - I ­ '' : �_�_ � ': - - - - - t __ . - ----------- T__ __-, __ ==1-- - , _____ - I - ___ - - , _-, �_:__' = -I:- -,---I' _-� - I __ CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO �_ I _- 1- __ =_t_ _': _41­ :_ - � - _t_ - __ I _i_-: -J-_ __ 4' --- --- r __ __ __ -f :: 4�___ -T7--:jr_7--��q-� ------ � I A ----f7- - - I -___-i___F_ ,- l__.z____V___+___ __ - -i-_ - - . -, T __ 11 __ -1--j-_ ­ DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER _:_ _:_4- I - " I I _4­ - _: - _t� I - -- - -� --, __� -.:-l_=-_'-_-__ ---- ­_ - r F___ -­­ - I- - --t - -il - - _ - -1 ___F I - I- - I_ I __ - - �' - '' ___� -f z - I + - + - -- - _ --_� - - --- - � t r - _. ­ i - __' __ - ± - - - - � __ _._____t - I --- -­ :4 ­1 - �_._' .1 __ . ---I-- = = �_ - __��__ __ l___­__ � -1- _ '�.Zi__ __� - -1- - _� ... __ -1-- - --: - - _� r --- I --- ±- :t: .1 _1­_l':___lt---_"_- 1-1 ­1­4___� . � - - , -- - -4 CONSTRUCTION. -45-12 AND SHALL BE PRO DED TH 16 : "I .. - -­4 - I .. � -,---- - �_ __ __ _l_____ __l_____t7- ____ __� _ __ - - --I-- - === -­­ - ---� ---- I---- ___ 1____j-_ t _ - -,--- f -_-_� -f - I— - - - - -t- =t= - I- ___:_t - - � ­1 I --- -:_-4H:i�q ____ = ___ - -1 ll_�­ I -I__--, -..-.- I _:EH4�E -7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL - - - _t -:-- -1 -_�-'-_ - -, - __ 1 - __ - - - ,I - - ____l --- _1 - ---- �f--_ q - --_-- - - - -i '_ - - ___ - � 1--l-_ - ___ - - � ,A SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 m VA , � -3��---4--= - ___ - _L �' '_ - - _'_ " ­­_ ­__t_'1_11____ I --- ------- __ t- - ___ -l"_ - � -1, - ­1 ---- --- __ - _� _--i= ---- t- - - __ '_t__iL - _-: __'_' � - - j __l___�____ -1 - t - --- - --- - _­ - - -,--- ­___ I-- ---I-- --I- - - ---I--- --- __ - __ ­ -1 _____ ­­­--- __ - ­- -1 - - ­ - I __ - I ----I - _:_�I_ - ------ r- ­ I _1­___ ­ - .11 - --- --- ­ �=:-r: --- I . - --: __ .1 --- - -1 - - __ -- 1 --- t-.-- ­_____l ,_'__ =1- � __ I � - - - 4 --t-, - � I - - _� - . : ... T.____t_ ___ll --:i_ --I-- - - , 1 4 ­ - - _____l___4=__ - _�!_ =1 ___ __ --- t --- --- t- - t - -�---=---j-_--_l::-_ __ __ ­1 � ---l-­'� _-i _�= 1- �- �' I I - - A ---- ---- 7---, - -- -i- -I_-_ __ __ _11 j-1'-_z__- OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, 0 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS I --l-l-­ - � - - - ':­� i " - 11 - ­" __ ­ � _- �_ 1 -� - I— __ t_ - - '___ -­ t' -- -� -1 __ - -1 - ----:,I'- __ _1 _--__ - __ - - I __ !� 1-1 i t_'__T'_ - - - -1-1 ­ - � - - � - - - ' __ __ ___ ___ ­ ­ - � _-_-- 11 - __ I --- _f , I I __-L--1 � - - -1 _�_ --- - :t7__.'_____ '__ ----,---::- _= - -.-- ___ ___ I— __ ___�_ - - ­­'_----- - 1-1 I I --i----j--- , 4___ - - I ­ - - - I -1 ,- -- --4- 4 - -i - - 4-- --,- - - --i --- - ­'­--'---- ---r---'____[_ I- -i � ­ -, � t:---_�-- _____'_______ ­-­ I- - ____ __ ___ __ _� ____ __ --- --- �� - F --- F_ - -1 --.-- - - --- - - � ----- - 4 - - - , - __ - - - � - - '_� - _ _ - - - ____ ____ ­ ---- ---- --- , __ --- __ ­-, _­_ - _'_ �� ,-,-- -, , '-4-- - - - __ I --- _� ---- - _� - I - I - t, "I ----I--;---- - 1 � j - I --- - - -':-�--_- "I - j--- -� - -1 I I �r�__-'__ -�---�--_'-�_ - =_ _� .-------- -_ _:��__-� I _­___ __ - - I - ---t- _-,- -- --- p, ---' -1-­ ­­­ � , - � --- E___,___�_l ___ - ::_ I - i :-I PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL " __ - ---� -- -- -L-� + � --- :lz-- J I i - __ -, ----,--:-,, - 1 - i - - - - - ==:_j --- i -, -i - - - - � - .. � __ - ___ - __ 4____ -4--_'-!---:�-_7_ - - " __ __ - - ---,i= 't:__�___-__= - --j --- � - __ __ __ __ - I ,,, _-'_­ I 11 _1__lL____ ­ � � "� �� .... ___- __ ----I--- - ----� --- -­ ­ __ --,-----,-- �_ ___�' "I I _11 __ �_ t- - - =L ------ ___�_ -,I- I � - 4- ---- �__ --"-- � � --- ­� � , _.,i_-_ - _1Z - - --i- ------ --- t - -,- - - � �� i I- -4 - I - "i _11- ­­ ___ I - __ - 1- I— t:__ 4 - 1_1 - + - & ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING 2o. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VAUD FOR A PERIOD OF TIME NOT TO - � F---=-r--17-_-'-_t__-_-Z---- ,_ - 1-1- - ­ __ - -i - I - -1- ------- ­'­ , - 11 I I -- - - �- t- - I __ ___ ___ �__ __ :L_ - _� - - � ­ , -- ----- L-E-_-----_-- - I ------ I =_1 -- - - - - - � .- I - _t � - � -, -, ----- --- -I-- - �____ __ __ _I ------ --- �--- --- -- - ­ __ - - -- I - -� i . � I- - - J_ __'_ - - -L _11� ___ ___ ___ _-,_ �_: ___ -I - - � ­­ - -, 17�___ - - - � ___ - ----- �___ - - ­�-_--j---t --- � - 1:-- �----,-:- _-_ -1 ------ ---- � --- t- - __�__ __ t-1--i - _ - __ - _ - __ _"'___ � ­ I I ­_ I ,- _------­. : - __ __ __ - __ - - - - __ 11 I _�' - _____'l -1 - I_ - � ___ + ..I'---- l­---t--t___ __ = - ---... ­ I I 11 --- ­ - -I--- � ----------- - _:-�"_--4 --- �- -."-_--c-- = - -----!: __ ll: -, � � I _�_ PRIOR TO CONSTRUCTION. EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME � , E - �- � -_�-- -,,-! --!--i j_ __ __ - _____� ---- --- . ­t­ � , -,--,- ___ �_ - -- - _ - - - _ __ - '-, � � ---- I - --I',- _1 __ ­ ''I ___j__ __ �-, ____L �' -': - -I--- , --I - - :�' __ i - - 3 -4 --- I __ ____ __ - __ - `­- --- -�_-- - - --- -1: --- t - - -- -t : - -- - __ ___ -""--,--,-- ­1 ___ , --�L , - - � __L:4 --:L - _- - __'___ 4__-__ _-�_ - --- - _T:L_ _L ­ - __�______ '_- - =A - --t- 1, - 1. - - - _ _,_ - - I ___ _ - __ -1 - - F _-_ -t----- �____ _____ ,-- __ _____ __ -- �- _' = --- i- I _­__ ---!----: - - -__ ­_ - ­ ­--l'_ - - -t- _t , , '' -'­ __ __ " � -, _'_' __ - ­ jt' -- I - _- --- E-� = I ­ ­­ I _L - 4- � :-_----[- _� ___-9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT - !I - 7-- :� , --, 1: = I - __ - __ I-.-- -.-- I --:� ___ --------- - - - ­_ i , _ -, - = - , - _'r - - __ _1 __ - - - __ - '' - __ - - , 4 ___ -4 __ --- I - I - - - : �-_-�= - - T - - I - I- j - L=� --- _--f--'�_47�­'- __ :__-:_ - , ___' - _ l-_-4---_-4.- -_ - - -i , ___ - ___ ____� --- -T-. - __­_� - -- 7� - - -_t_-__- _--j --- I— - 11 _ - __ -t _L__'-1 ---- - 4� ___­ ­ __ _L _ _ � L -t --- L-,,,,A,- L - _'_­"_-- ,- --___l_=4-=i ---' '____t'_____'� _� - - " - - _A�_--___ ___________'___�_'__ I., _ '_� - '-, _'�_ � _- --: = - k - --t- - 7__ '-_ '-_ :__;-___�t_--'-' _::M_____"__'_4__ - - - - _= --- � , - _' LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN - � - - � � I -- P----, - -zl:-_-t� - -- T-_-I-�-J­ .___�_ I'll- - -- � I , -1 4: + - +---V_'_t'___'__ ,_r ____ ­ ______ ___"__=­_"___� - j- - - , - - - __ - -- : -t-- - --- '�"" _'=':__':__ _____ --- ________' _____ --- _____ - __ _�___ _'__t'_' - - ___T ,7:1= - i I - - : __--J- ------ - __ A -':±_ _-" - _1�__ - __ 11 + - � - " I - �j _� _=�_'__ I ; -----4 - - t ��' I,_ - -, I I - I - - i_ I I 4 � I I - T_ I �- ,-:_I- t_�' J -I � � , -- ­ '- � - '___' --i- --- i -­ -­­ _Z_ --- J----t --- !----" '--�'�---J'-_- _­1 - t'-_ _�' - -1 - - - - __'l ­­­ - -1 - - ___ ____ PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO CHECK TO THE DISTRICT ENGINEER FOR AND UPDATED REVIEW AND APPROVAL. ANY CHA I -1 - ___ -_­ ��______ ____' _� ---- r----- - -- ___ - - =_ -, - f -- - -� -4 -- ---- '__ _ . - _� __ - � - __ll - 1 - -j - - --- - , !-- - -1_-='�-- --I- -_j_- - - - - i I— -1. I 11 _­_ - I I I -- - - �,--- �, �_ _�_' --- - --- -- n -� 4- ___ - I - I ­ � ­ ­ -'-4---_t --- �---_- 1--­ ---I a - __l___' - _=-_f__-__ --_-,� - - - , � ------ -1-1 I __ - __ __ = __ - - - - _"____ �__ __L__--� - -F ____ __ - __ - __ I __ ____�___ __ 1. ­ _�' � � __ = I- __ �- - , � -, - - �---v ,- _'._____'�_ _t,"__ ____' , t' ------I-- __ - ---- I- I I - - ___ __ __ - - I I ­_�_ -1 - 11 - .. "I ­ It -- - � - '_ - ___ - _____ - --f- --I,--- 4 - - ­_ - __ - 1- -_---_-, ___ f - --- " 11-1 ---� ___­ __ _____ 4 - I __ __ - IL - - I---- __ - - - I __ . __�_ ---,t_- _ L - 1-- ' - - - " , - --­­ _±_ -t- ­ 1-1 - - _:____l.: � _� __ _: --- 1-1 - I - _�t !_ �� M_ _1_-'�__ __ __� - � =� --- �__ - - - -,-,---- - i ' ' - F__ - - I I :�:_-_ , �!:_,'_ ._ I . .11 - - --- ---- I � __ ----- � ------ _ L -.1 I-- __�� f__ ,' -1-1 __ ':� ___ ='�--: --+-,,,- ­ - __ __ �_'Ez�jz__T_-- ___ - __ - _ ____�__f___--- ---- ___ , __4� --±�L'�-_- - _----'_---_-_4--=­--j-----l- - �_-_4L- '- -1, - - - - - - � � "I i I __ _� _ _ ___ _ _ _ _1 _ - ­ - - - __ T_ , - - _--4 - ------- I - I ­ - --�--_- :_ � , __ - - _ , ___'____� _f__ _____ ______r __11-­�­ -� ------ ­_T__ - i --------- t.-VI _4 I � - I ' - 1� ----- -7-- INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. - i " '_ --- -, ,:t - - , AD$ ----4-- - " - - - �� 4- _-�-­i--_ '' ___F__ _� ------ __ _; � ___l­_­_­1_ 1-1-1- T�_ I --- j-- - I- -- -4 - - , - I I - ----- � - 11 I - �� --- � __ I ­ ­,- - -A - - ___ -11 --,- 1- --r=�'__ I - - 1 I --t - "-. - - I � ----- I_ __� --- I -t- -Il- - - t__ WD DISTRICT ENGINEER PRIOR TO HE START OF CONSTRUCTION. i , - ___�.__ - ­ __ _­_�­____ - I � I , -1 --- --- � I__ - 11 - ,11 ---- __4_- __�_== - -11 I l­_ -1 I -- -, ,------,-: - X------ -- - =F- f�- F� ­4= _____7_ ­ - _ � - 7- 4­__ - - __ -I,- - ___ __ - I -.- ___ __�____ ­1 _� _-= I __:__t:_ --J--_�= = - - - - _' ­I __ - I I � I � ­ T - - j_-'-:: - - _-, � � .- I— __ ­ I r- - - - . ___ - - --.-- - -::.T - _-_-r � I— ­1- - - -'- - - - ' -, - - - - 1 -4- - -', - - , --, - -__� --4, - ____ __ ­ --- I , . - _T -------- - - - __ � � __ - -1 _-L--j"_�_ __� --' - __ __ - - - ­­ _�. =T� �_ - � --- ---- -- I— ;- 4 - --- --- ---lU. ALL 5L , __ -------- , -,-- I - - ­ - - -­ - ­I __1 ____ ___­f____J:_l___ - ­­­ ­ __ - 71 - __ I -- --- j- - ", - � - __ ____r__­__j___ ___ - � - __ I ____�__ - t- 1 -7 H- 4- _- � - - � - RVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS _­l.___!­_'__ -1 - - - - --t-­---__t --- - - I I - , ---� _ _ - - -_��-= __ ____�____ __ - - -------- ---+---j-- -J'-__L-l_- - _� ---i -- ------- - ­ - - ­ ­ � " , - -- -- - -�-- --+ -1 - :.q- _: - ­ ___F - , � � - , __'A ------- I— - __ - I- �- ____t � - -v --- t --- I---- - I---_- __ - -11 ___ � _t____l - _1 � , -,-,. - - - --- - -.---,-----" -- -: �, � I --p__­ __ ' - I- -11-1 ----- ---- 2pl :-.--_j__-_�-_--t - -L--'-_'--- �­t �_x7---- - 4-Z 4---- - - , ___ - A - - - --� a - - - , - - - - r f , I I -,,-! : :�- , -, --- _1 _� _r _-_ --1 � 4 ------ !__ , - - k'__4_______l___� 11 ... ­­ ­ --- --t --- - -:I ___ _ __ -"----- - - i - - __ OTHWERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. -1 - =_-t___ ­ - ___­ ---- I I I - - ­ __ - � � ___'­­'-j--- t- ---� - __ - __ -f ____T__ _____T___4f__ --t- F_ __ - __ =;_-_=-q-----j'_ --- ­--hm- '_­_________�___ = -, , _4 ------ - , I I - --f- I— ___ I -I- - - I -----+ -- -�-- , -'­4 i- - -1 ­­ __ - .�' - - -- - -- � __ z - __�_ � , � '_ - - � I ­ -­ I - ------ - - -t- - -- - -­ __ _�3 __ ==_ - - _4 ___� --- --- ___ - I �- -t-- -- __ ------- - ­ � , - � --- - __ ­ - I - I .-V - ­ -�­t- - - _" __ - I I--,' - -L - � �- � - - =� - -_ _�__ -1 --- --- - ­ __ _ - - ,I t ---t- _�_ - ------ - _:___"----r-_-__q--- _--__--_--___'_.___ ____ - __ __ A __ _'___ _t ­ J­t­ l-Z-_j-7-j -I-- J­f ------ t­ - I -i 1 1 -, -: " 1: �- 1-1 -,--------- - __ - -I- - ___ '� -� ---- - __ I - - ___ ­_- - ___ ___-, -� ---- t:-- �__ � , l"`____ -__L-_- 1- - _. , l'_ -ji. - - - _. - -I--- 1 - � -- --- -- _ff-i=_ _­ - - - --il - I I- ___ " ___ - _= 7.____ � � - - t__l_ll.__l__-_'-___] - t___'_ _1 , __ , I , - � - r - - - ___ _1�1_1­1_ ­_-� --I--,-- __ 4 - - � _:_�=t, I I—- -, _J::��I�� , I I - -�- - - "- , _- r, - , - 1 . A 2-INCH HIGH "Sm SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY I I -,-"- __ __ -i-__­ ­-1- - � - ____=___ T_= � - I-, - _T_ __ - - � __ __ --r --------- - - _­ ____ - - '_ __ - -- - _ - ___ - ____ __ __ -, -�­-4---1--4, ­' __ I., - T_ I- -1 ­ _____�_ _­ _ __i_____r-'_- - - -�- ­ -�' -4--z - �� : I-- _;__ I.- 1 __ --- =--l'­_= 11 ­ __ __ � ­.- � __ --- I= ­_ +­ _� - --t­--'­-l­_1___ ---= __ __ - I I I - I— ''I 1-1-1---1 ____ ____ --- ------ - 1­4­4- -�- -i -- I - -4- - - - - ----- =_ - --- - - " -I , l__':l_=___7 1 1 ------ __�_ - _1 - ___ __ _=__L_8 __ _______r_ ­ - I � � il I --"-"- __ - - _'_ � -,-I- - __ - ___ _____ - , _r_= � Z--i- - I_ _--i- --- � - - - A ­'- ___ - __ __ , =r= - --i THE CONTRACTOR. �_ I � - � - - __� ----+ -� 1 - , I , - - - I , ---t--- �- �_ - W4 i_-:_:--_j--_-_--' __ : _-_F-_-l=: --- j-- - ---�- - " ­ -- , l____l ---I-- - --.--,--,-..- ----- ,-- - ----�---j_-_lt- ---,---- __ - ­ - I 11- ­- - -�- - - --- - - ____'A_ __ _'_ 1---; --- L r- �_ ­ ­ - ­ - � 11 I I- ­­­­ ­ - 7 -- -I--- -I- _- __ I--- -, I - - - _� --- - _ + "I - --l- � - - __� - I - -------- �-- - - - -j -, _: - - -- -t Z= I I- _­ ------ 1- --- - ­111- - ­ � 4 - I __ _­ I - I __ I - -_ - ­ -4-- I - , __ - --- _----�­-�'-_ __--�--- t ------- � i ---I L ­12. - - - I __ _�_- ­-�_' -1 -1 __ - --�---- -- -1- - ­- --__�j -- r---, - - -__ :---i __--T-­=�l----+ ---- � - __ _____ __ = =- -= = 7C2 ___'_�__ __ ___ --r----j � -- -�- - -, -- - _�_ - , � , --t' - I I— _____ --- ____ - -" ---T- -- -,- _� I - -1-r- �__'_ A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL - - -r-- I ---- _ - -'=�-_- _'_Z"� , ___ - __�_ ---I,-,- - ____' __ - - 1 - - I � � , -� - I ____ -1 1 _:_=�=_lp � 1-- � I t -1 - - -I- 1 1 H4A 94 �Ef 1� - =;�;�J' - _I- ___ I- __L�2 - - _--,a_- - - t - W _( i- - - - - - i � - - - , 't' 1-t -4 - _ j- - L - - � - - - -_ � ---,- -- - 4 - - ___ , I - - ­ I � � I __=1_1+ � - 11 - -I-- __ il---, E ---,-- - - -p- -_ f --- -r- .- ___ ---I- __ � ------- m � ---- I—- _ ---- [' �_7 __ -.1_1 ---- t---,-- -,---- -- - - ,- ­ � ----I- - --[--- ­ __ � ---- ----------- � I I I - - - - 1- ------I-- - - - - - --- �_lll - - - - lr�__­ �___- T _ I- __ ___ - - I �- - I— - __ t - , - � , � --- t __ - I __ � ---- -- � "I --- ____" - - __ __ --- - f___ r - I - I 11 . -I--- - I � ____ -, - __ - '_ - __l _1 �.____ __ - - - ___'­ '- ----- I -- -- --" ­A = --- ___ __ - _:=��'_ �'XL � ___ - - - - - __ - -, - -­ - - --- -=---,, - - - 4 -r- -_ ___i__ I- - � - =1 = - - i ,_ - ­ - - _____Z�w ____�_ ,--I __r -4 ---: - - 0 - --I'- - - - -- - E�-- � -i �_: _4 -- - i --- I __1 I__ -_ _� - - �__ _j - - __ __ ___ - -1 -7 _____� === _�_L'L:lL'__ � -- --A _+ - -_ - __� ­ - --- - --' -1 -- -------- t --- �-__a - - _- i -'! - _L_ � j-__ - -f - � - 12 _-_- F - '__ __-, U�c�­- ­-1-­� -I- ___i__ :' �_-- -4--- - - 1 --I _ F� � j___ -- -,-- __4_:_ _IF": ___ ----,Y---" _,--,---,I ___;_-'__-_=_4__ , i : _r __ J ; EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER , � - L-1 __ _'_ _=_�: - __f . � ___ - �� __ -:_--- . - � - ___.� ­11----�- - -- , ­1__l_�_._j_'_' ___ ­ - ---- - � =Z= ___ ---I __ - - _� � __ - - __ I --- - --t- �i_ I - - -Fl- ____Li___ _ -4 - 4 -,- - I ------- - �-- - - � ___-:t_=____= - , - �__ _� - - L __4 __ w - - --t- __ __ - . - j- i � � pn_ _: -- ---- �__ - i I - , '_ _1 --- - __'____h __ __ __ - -t-- ; - I - - - -,- --, -,- - __�___ � -1 ' - __ l-:___­___l__l :L --_'-_-'--�=_ = -a - ­ - __ --f- - -� --__'�. - - - 11 - I - __ - - ­: __ ­__ - _ -1 - -1 *.1- --- t__ - t � - - r � " - - - � - -, -­--�_' '- -t 4 MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE 'NTH FINAL LOCATION JUST BELOW PAVING. �� - __ __ t- - - 1-- , '�_---__ _'___ - , .____ = _: _'__ - .__ ____ ___ � -L _ _t __ __ -- ­­--l'�1 - - - =' �---� --- - ,- ___ _____­ ::t- __ t_'__ - _1 ­ -� I --- - -,- _-_l--_-!--__-r --- ---- L__-_t-_--- - - __ I—- � l-, I - - - ­�____.__ - ______ I - -I- I � - - _� , _L - 4 __ ---t­ �_ =1 � - I- - _�:_ _i: __ Z�'�---J-­'_--- - " -�- -1 ___ ­ _ - ---I--- �___ ------- � ­- ---I- _� --- --- ­ - � I w x __ 11-1- - ----- t---- -- ---�____ - __-4- � - - -i , r � - - - --t-- � ---- __ ___t___ ___-___­ ------- :----I---.---:- - - , ___ -, ­,_ ___' ­-� -4- � - _____' t-, __ - ­ _+__l___'__ - ---- -- � - __ ­ ,,, _­­ ­ I - I= � - - ­­ - - _r___t , ---- ---I:---,- , + , - _ - - ---I ---- -- _-: - __ ; --- __L­r "I -1 ---- - � -, I - --�_"_-4 ---,-----,-- .- t __ _--t-, - , i _ _ - 4 - - z I - T i6 - _4 --- __ I --- - __ - ­ � ± ­- - ­ t- � ----I-- ___ __ I ___'_ �+ - - - --- - -i­ " =�--- - I- ---�- _: ____� __ _ THE TAG OVER THE CUSTOMER END OF THE LATERAL SHOULD EXTEND ABOVE GRADE UNTIL -, "'_' __ t- ___ - __ __�___:_ _� _� , - -I- - I F ­- ,-- _ ___ __ : ---- � �-- �-- t I -]- - �---- --- I _ - ­­ _ - - - , - _+ - ,I - I-- --4- --- __4___l___= - ---I-- - .__l_ ___ - - - ­1 I ---I-- - - - � "L I - " � - I � _- -,' I I---,,-- - - ' � _t= ­ - L ---I- - I----,-- __­ - P_ __ - :L 1- A - � - i- - -[- - I— - - _ 'l � � � --- 1-1: ___l I � I - 4�__' --r- �� "'�__ � .. I I .-- f ---, -�- -t -�- _- i --.----- I---- - ___ -, ­-, ­­­­ ___ - "� ____l ; - -=��t = __=__ f --- -- ------ _=:=___H_ - - - :___ t i - I - ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. � __ r__4-- 1 � �---, , t- , 11 __ __ ZL , - CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. q11 - _�� __ ___i_ - - - -,-- - I -------- �­__-'­_ - ___ _� '__ - -i- ___ _ =_ ___ - _:L= ----I --- --- - --- - -, ­ - _�__ _'_ _ - . � - - ___ � - . __ - -11 _r --- --- "___ I I � � I _. - '�- - -I- - t--- ­--t-1 - - - __ _____i'___A_ __ I _ , -- -1-1 _,- - __1 .--- - - .� ­ I I - T - I t' - --------- - _____l__ ­ 1- __ - - __ :i__-: - -- -I- - � - --- ;� -, --t ____� - __ - i - I ___ �_ .- - - I,--- , '' � _'-, _�' _� I - ­ ; �l -1j: - _� __ -i-----=t--- _:�---_- L_- -x­ -:�--.-__-� I ­­.. --i -, - ---I --- 1_-_ _ -, ­+ ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, ±-- i � 1 ___:4____j____ __ - __ _t , _lN-_- � ­­ ------- - __ - __� :-I'- _'___lj. 1� - - - _'! - l­­ I .__ - - ___ __� - -� - j----i---- ­ � �_ __ ,-.--.-- __ - " - �__ -1 - , - __ ___ I— -:- � __ - __ __ L � � --L - I , ­_' - _'�_' 4 _- ------I ------ ---- 4, ---- I- -- r----- -1 - 7­ - I ­ -t --- 4- -4-- ±__�_-_�:-_' -_ -_ " -, -I--- __ --t_ I ::L_ U ---: r ___­ - - ­ 1 --- i_ - r- � ­ _­11-1-1 IF-, I­ . , ,- 1� - -L-- ___ I'll --t --� ' " r - ­ .- � __ - - ___ - - - - --- - - - --j- - -. =z p - = - -4 -11 : ___4__ i- I t � - _:_j_'_'_-!_' 1 '�7 -, - '__- _-, - __: -i - I I - I -- -4 _l&-h- � _t"_�'__'_--�" - =L� _: 1-:_ '= I ­­_ _�_ 4-- =' - -�__- -t ___ - - __ ____' __-�� - - - _ = __4__:_�:-._--__ _4w�___twF--�� ± - , -1 t--- �_ . I ­ --I- I - i- __ _14. AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL � - ___ I 1� --- �' _�_ , i __ - __ - C__� - __ - �_ __ __ Z_;�:' z - ___� - !� , '_' , , - iF--- T - - ; __ - ___ - � ___ _____T = =__ 7=�=­ - ___ = i ------ - ____ - T 41 . - - __ . _-- = 4 _7 - __ v __ , � , , _ -t- I i p - _ I I - - --I- _4 - 11 ------ I----- - : ,.-. - ___ - - 11 __ _'_ '­-_-­_ - --:---,- _: ___ -.X- _ - - __� , __ � - - �- � - , I ------ ­ �_%�V%J_ ___ -1 -, : �l ____ =__'L--_i- -t''---j-=_-t-:- Z:--D- __ - , __ ___d _'�-_-'-�_-.�:j __- _'_ - ­ - - _ _____F_' -____ ------- � � i -_ ­11 -1 " __ 1 Ili - � 4_ -7-i-_- _� - --- ---- t' --- - --4--- --'j ---t---- I - - It - ­ - - - --t - I- - _-A _-� ----I --�t- --l-­�_­�­ __ - ­ ___1 ______ ___ __ - - _-, - i - - - t_ ---,: ,- __ �: --j- I __ ___ -.--- -, --I,- :: � l-'j-_- - - - - - - ", - - " - __ - 1-1 ___ ­-j---- '­ - -, , - �­ -- � ­_ � -1111, --- � I- '_ - 1- - lt� __4� -- - __ -1 ____ ___ _____f[_ I . __ - - - __ ­11­ _i___l i- -4 _773 - -­ ____ - -1 ­­­ --I--- " -ai - __� - i ---I_--_ --' - __ __ __ , - _'_ __ - - I - ­ - - ­1 __ - - - - - _= - '. , __ _­_ - _. _____ __' ­ - � __ =j-_-_-_ --: E-W ", - I - , ­ =_ - __ ___ -7I ___l - I ___ i � __ .7-"---- - - -------- --, - 4- __ 1- - - __ I " - =�' � - ___ ___t___ "_­ --- --- � , � - i ­ - I - � ,.--- = � ___ -, - -�- - - ----t---- __ ------- � i -'- - , -'-�-___.�� - - - - I_- , , �� -, 1- - - - - - i , L 7 � rop ::_1 --- -, - " __ ­ 't , --I- I _= ___ - ­� ___ - � - T. - f - ooPpmo_ I - � __l � __ ___ I---- __ - _; -4- -:I-- - A __l _T t � __ ______ ___ _ I— - _t___T___ ___ -, __ I= L- i_ __ - Y _4 15. ALL SEWERS NO LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD -- _' ­ -11 _--i-­ ------ I__ . I --,- - , I , ___.l___.___­ - I - � __ -, I '_�_ - _t_ __ ,_ ­ ­ -1. - ' � � I :_--__ --- " - - � ­ ER--EN_-- ;:____�___t____t____ -:--m � I-.,----- r ­_ ,- ­_ _4 ---- ____ ___ -___ : - ---"- - __ i I ­ � , ---I ��-,-j----! ---- -- -- ------ --- �__�_. 1____'�--_-l_-_J__ � --- � --� _j___�___'_�' I � ----- -- __ " - . - --- - - -- -� " __ ­­ ­ , , , --- -.1. - - - - =_� __'- - - -1 - �- ,--- - �_­] �- - '-___�_ __ I - 7 t ,_-:: , � -, _:_ t - - I-- I - J� - -----,----t - ___­'­_ -4 . - - - I I _ --I---- _:­ --- 1 _____t ------ ------ ----- 17, -__ __ SPECTOR PRIOR TO PAVING. � ___ T �- I I -i- 1- -I- - __ - - - - , .�­___ _1�1 -�-'­­ - -1 - - - ----z --- ------- �4 ' �_t] � � 71: - , , __ - 1 4 - � - -_ - I ­ -I---,- 1. , - --- - - ___ i - , __ _1 - - 4 - ­­ -� - ___T__� - I .,,-- ­_ -1 I— ­ _�_ - I I— ­_ - �___ _-_j __ __ - - - --,-- _j --i- --I- � "_ - -, __ t __ - -t- , - _r� I __ � -11 __ - - ___ I --- I_-- - - =_�_= _= _f I T t - ,- I __ __ 11 - - - A_ - I -1 - !-__ I - - .--- __ _ " � i.= _= ____= - - ----I-- , ll ",­ - - --,--- ­_ - � , - - -,- ---t-- - ­---�-___ - _+ I __ I-- - - __ __­ ___l4____l__l I --'I-.- - : 1-1-11, I—- _ . - -1- --- - � - _____l=_ t___'__'==- ---'' ___! - -:7 F__ - _4_=-j--_-_ 1 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE NTH - __� - '_ , I __ I L__ I - T­' ­_l_1_1___ _­ i - __ :--: _'___ _­ '_ - - ___ ' ___ i - - �- - .... ... � , ­ I_ - - - _ -, -, -1 ­­ � __ t- ­ , - 1 4 , - , - F ___ 4- - - - - - ­ �--- - ----�-' - -- - [ - -, _­ ­ -I_ � ___4____4_ --i- _j_ ------- --- � ------ ­ - i- - --L -------- -- ----,, l._i:t - __ ___ - - - � 11-1 -- -l-_-_H____F_ - - - -1, t - � T � __ � - - -1 ---- --- I,--- _*1__l_ I __'___ .--- ___ � - _ - - __ -+ -� -- i ---- f - - 4'--'_-L-z- -I---- __*___ � � __ - __ � I I t - - i -, �'-_ - -:_t--��-_ _- ____ i _-A -_� I 'I - ­ -.-- t ,-,-- q____ _--�-- - --�---4- - ____­_l - ­1 - __l I - I- - '- --- -1 = 1=4=1- ---I"-- � - - - � __ _ � - � - ­­ - _-, . _:--'--_j--_=-�-'-��__'_ I 11 -=-- - ----� --- . I I - - - - I - "I --- � I I --- I I - :,,t=-t _ - -- _-_ __ --i __ �� - I -__ ­ - 4� __ __l __ __--t I_ � ____________---l- ­'­--_-- __ �___ � 1 �4 � , " . --- -- - I ,A,--- � -- ___ il-- � �� , - I--;--_,_ - ---I --, T�- --_-j__--t-.­_= __ _ ----- - -- - ----- - -- - I , __ __' ___ ----,---,-_- -=-- - �� -------,-_j -� '- - - __ I - ---,----,- - -, I , " " --I- _:�__ - GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. Z_ -i- - __ _­ __ I- � __ __ ­ " _ �- - 'I"'' "I - , __ - � ­ __ - - --- - -7.1 - � 7--,: = __-_-,_,t --- - - -_ --__�__ H4--'= -_�-__ -,--' --, 1 - - - - - - ___ ___�= ,----- -- ___�__ I - -t- I - - - �' '___-t_. -----4----- :- , , -, I _�' 7 ____ ­ ­ - =t='_ - ... "I I - __ , __r- __ �___ � -:-q '- i ____ - ---4-- 1 - I �__ __� , -,-: � --; - - - - - � ___ -f-- '- - -I- - ,,,_--- - _�_­­ -_ -n I --�­_-� __ -1 __ __[ � , - __�:_� �__ __ ___ � :-__- ­­q, 11 ___ - __ - --� - � :-- -I-_ _:T__ __T_ - --- __ - .- --- t-. - 11 - � ____ ___ = --- ,- � � -1 - I - -- -- -- --,- -- _�:= - - ­­- ­=:_____l -�T - __ i=-- _1 - - _- ]L- -f_---�=!�-_: _ 4 - - - - i - �__ - - __ - - - --i - . 11-1 � ­__ 1 1 - --j-_ __ - � ---- __ �_ ­ �__=� _:j7___ _ __ - FOR INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE - - , 'I ,j _=­ __ = - I---- -r- .--- _-t- ­ - - I ' ,I­­., ­ - __j____�___'___ ­ I -_ - I - -- - � �L It ___ , - _____ -1 - , _� - - 1, 7 ___l -_­_ ____r ------- ----- _ ­ ----- L � - - i - , - _11 " ---4- - �' i i- , j, �-' -�- � � - __ __' - - _t - -i -- --+ ---- = - __ ___ i- - �_ ________l �'- ---- i - ___ r-1 - I -- - - ''-. , ­ -- -t- _;_ _L__­____­ =_--L---'-__.--- ­ ­­ -Z _ 1--_ _-_-_ T_ 1 E __ TING PIPE AND MARK THE PIPE ,NTH AN OUTLINE OF THE PROPOSED CUT-IN � _�_ 1-11 __ t � �_=i_ ___ _q SADDLE ON THE EXIS - - ­-, --l­__­___ - __ - ___ ­ _____ ___! --- � - __ :1 T , -7 t A � i i -f __ f I t -1 � I , I I I tl -I- - 11 � r -1, ±_ __ �I 1 4 �_ I � I T � i I __'__ I I I f, i I I - I f f I - 4 i I i I i -F i i ____ $� 3 __+_ 1 4 , I i - I i E j __ t E 4 i � ___ I- - � I - i- -1 - I � I ___ 1 t I + � _4 T 1 _�_ __ _r � 1 4 , I �- � __--_j= T 4 - - f - _+ , - , - -1 I I � - I + i - ii I i t� - I I 4 i � � i , T I I- - I i � � $ I- I t = x I - - - - - � t L T I _T 't I I i ; . . i I 4-- i � �i I _L � I � I I I I � t -I I- ff � i t I 1 4 1 I J � =_ �_ f i i � �- 1 t I I I t A - �� __ I i J �_ � � � x I I + - I �+ __T - I, m � I ,- - - I .11 I = I � :� T I I � �_ - - � t I - T . i - _; � I - I r - - 1 - - I I- - L I __ IE - 4 _t - t - � I I - t � I � I i - i � I - ' � � - 11 - 4 , I - A I - i - i � - , I __ - I I - I - I I - T - 4 - I - t - - - -� I �- �,� - ­ - I - ---4-- - f -- - _ � ___ __t- _ = :-, - - ­­ - �-�_' - i- --- _______--i­ -- ---- - - , , , _ ____�_-_!-H1-t_ - -�_'-' " __ - I, ­­­ - -"-I,- -r- ,-- - ___l_­_4_ - - __=_- ---,,--,, = : ::!-_'__: - I ­ ___ - -I - _� _� ___t - I PRIOR TO INSTALLATION. CUT-IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER '____l­ I—- ---�__-- ---I -­= ----- --- -- 1-11 11 I - - -t-- ­ ... --t-_ I— ________T__________ __ _-W - ,- ,1��__' __-'_!-__i_-_-fi--_ I I - � -------- _� '_� - - I- I _�__ -1 4 1 - �- -, �-4 - -, ", - -L _'. �- -­ ­ ­- - - f- -j--_ - _ dl ---- --- - - - _ .--- I __ __ ---I- __�___ ___ � -, __ __ _' � --- ----- _ =_ -i ACCEPTABLE LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE � -, � ­ 1-1-- --- - ,__ I - �­ ____ -L __1 ­ - , -- - r ­ - - � --- I --- ___ - ­ __ __ _- 1 :_ - I � - I__ --- _-1- -.I-- - I'll ---I_ - - __ - _j__--- - __.' __ .­­ ,-- --,---I--- -1--_ � ­ __ I - I ---,,,-:- -.----- ---"--, -1 , -_ r =j --- ---- ­ ---�-- - t -j --- __ �! - - - __ - _'_ __­� __ _­_ ­ - - ------- ll_­___ _- ­-­­'- - __ __ INSTALLATIONS SHALL BE REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING S-32 TYPE 11 - -, + � --- - - I --i-- ­= __ T--- �� _-�_- - J - - __ - ___I_�' --;-. __ � 7-- ___ I I __ ­ __ I I �- --- ____r- _: !-- --!: - �:. - --'�- - - _�_ 4 , :_-_f_-_ t - ___-'____�___j" , t �- --,---- "��H:771_­ - __t_-1 f, I , _�'_ � - - ___ ___ ___J_____ - - ­ - __'_' - - �_ --l' -1 ,---,-T--- ,,, -- ---- --- -- - --,,--- L_ � �__ - - -- PROFILE SCALES : - __p=_-t-_-"-" , =_v__-_--T --t - --- �� - , ---,i-- -I-- - REPAIR. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END - --I',,-,-,-- - __ - ­ ­_ " - i -,-- =_--_�_ _- - -, = �i- --- 1_ - ­ - - --, __ � I ­ - 1­­-, -1 ---t­ - --I - - ­ r- . __ - � - �4_ - __ � __ - - , , __L' __�__ __ � , - -i ---- f- :�_- - _� '_ ­--1 --- � ---_-�--_-_l_- , --- t_.- � --- , , - - -t-, - __ _�___ �_ -11 I , T ---t - - _'- - t --- , t __ -----I-- - - t - I----- 1:: � I -- -- -, - _'_ -",- , - - :_ � _ =_ ­­ '_­' ,-- I �- '-f- ,-,---;, ­ -I- I— --,---,I--,-,- _�T_Z__�__ __ --r-­ ------ ­. -='- --,, - -j- - WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR , - HORIZONTAL: 1" = 10' - . - L__ - - ,-: ---- ---- - -1 _1 __ - __ -1- :r - L4 - ---- f� _--�_- INSERTING WYES INTO AN EXISTING SEWER. __ ___ �- --I -_-__l_.'_=$ � -If- __ - --I----,----- �_� ___t____ - --f - ___ 1- -1 --- --- �-__i � - , __ � __ - r 4 1 - ---'_-_-'�__.=__-� -_-ll-_-_i---- -- .1 --r---!----�-- :L=4,--_- T__ _ � _ L _ - - - - f � � � -I-- --- j--, !-----� --i- - � �� __," -1 _,__ - __:l:-_.:_':-_-T--_- I � t _-:'_-ll_--_j: _t__ '__ 71 '_ - VERTICAL: 1" = 2' �� -_ I - , -I-- -i --- � ----- - - , ___ - - ------------------- _ __'___ -------- - --------- ________'_____.___m , 1+00 1+50 2+00 2+50 I � � p . -, I -1 �' I CONSTRUCTION NOTES:- 0 CONSTRUCT CURB PER SDRSD G-1 ___ __ � VOID FILLER - 1/8' TO 3/8' (NO. 8) (�) CONSTRUCT CURB RAMP NTH TRUNCATED DOMES PER ______ 11 - ---fly - ____ - ____'�_____ __� --------- �_T _______.______.______ __ _________________`�__ ---------�-,---.--,--"-------,-�-�---,-- VI AGGREGATE IN VOIDS ­ 1: _� - ___ ul) ----a _______l _____ ________________ I SDRSD G-27, TYPE A. SDRSD G-30 _� - - __\ _­ ­-2- --- --- M 11 PAVERS W/ MIN. 3/8- VOID 6"X16' PCC FLUSH CURB I'll a - � __ ____ I mug �� "� .15� . + IM ! _w __ __ to 1 91 (�) CONSTRUCT CURB OUTLET PER SDRSD 0-27(b) I - llcl� + � , I �o - __ . p 0. 11 , _11� -I+ 1. _ BEDDING COURSE - 2" ---- . . ; A __ . oto --1+64-.72 _____ ____ __ � � I— ­. _____ 11--­ --­ _____ - 1 �04 . b, ;20 .11�1 - ____ __ -:::::, � .. . A . . . 44 0 DEMOLISH EX. RETAINING WALL . �K- __ . � . i . � 1 21 1 1 7. EX SEWER MH __ ___ THICK OF 1/8- TO 3/8- 2 - 7el�rl"Me"t1ww'. . _11',Tl��A r 7 __ _____ (NO.8) AGGRE _�')f 1� � _'�'­'_ . (�) EXISTING FIRE HYDRANT TO BE RELOCATED PER WF-01, WF-03. RESTRAINED JOINTS NEEDED s __ � lz� ____ " I---,-- -,-, __ EXISTINGLINDERGROUND,- -, -4,-l- j Ri=59.2 ____ GATE e -, J2,_'A' -1 I, " � � � I -1 � /___ - ___ ___l ­ - ------- ___ S _____ s c� - 6� lt�i' Y I'll -11" 7 - -1 I � PUBLIC PEDESTRIAN 11 - ___ I- s r- - )S�K_) '� -) -1 __ � CHOKER COURSE - 4" THICK OF 3/8' (�) F60410 Zfi FLA49 VWX i -,,, 6. ? I - ­ TO GRADE , - ��' -N. VULC�NkVl NUCv_______" -------- � ______ -------- s ______ " SDG&E VAULf ADJUST "�/" AND UTILITY -----I t mp L - TO 1/2' (NO.57) CRUSHED ROCK p i �� �- '( " EASEMENT PER � � ll­�__llll � ,It '_ �Z:-y - I 1+00 NJ EX. 8 AC IN PARCEL MAP TRENCH RESURFACING 2 0 L_`­­ , � I � - �'�"',- - - __ I-W ­ /_ PER SDG-107 0 0 t ,� - UTILITY NOTES: A, - -.-- ­ ____ w. .---- L­�'�'�,)__llw -" "I 7 I vil -,----- . . - k sk'\ CA - - - - - - - �jz !':�;� ''i----I;,---,,-,,���,,,,�f,�-i'�� _' �� , ' `­' , - " '71- �: _:� " �� , '�T' � . '�k ­- r- . I 11 ­-M� �: - "T, . , 1. , REMOVE. WATER MIN. 6" THICK , ,�- 59.89EX to 9-80EX SAWCUT LINE 59.12�� . ,.. .1 . : . .-, -..' .' - OF 3/4' OPTIONAL GEOTEXTILE ON BOTTOM /.� 4 . ..... . . . :. METER: A WATER i 31e IRON PIPE, PER ROS NO. 21043. FIRE LINE 00 /---jll-- fmp _i4ji (NO.2) CRUSHED ROCK @ INSTALL WATERLATERALFOR :A7' "I . � . I . I . r m n v KIOMM"n \_ 60_ - \ \ .--- � - /� I- A I _� 6? / I I f � , . �_ - - I REMOVE PALM TREE _01 '__� . . ­11A - - 1� 084TW ; - .4'qjLO�16FL.. . . +.+. ----­'_"` `?` + , . , .. + . a.. IR . . ' 4 . . .. �" .4 '. .. I � - . . . . . . I . + . . � . � + � � I � dilow .. . : %4' � .. � + . . . - . - . � , � I . + +4 1 - . �� + I . _­ - � - A 1 4 . ' 3 1 �11_ . . loi � � I',_ - � � R �.W 0 - 1 - mommmr-= 5' EASEMEt FOR IrVI'fTRFFT .-'! �--- A�L�C�TIfD, COX -J �TUC RIGHT-OF-WAY� TREES (TYP.) ---QBLE7-PEDESTkl_ *NTED TO THE CITY , ' 3. � R W�_ 'H C / ' F ENCINITAS PER f[tA�=Skd% �_�_ , � ;--254- 253-_2_4_____ m1k, I - � I ''I I I I I I I I 1-1 I I I I I I t'�' _� --,,, ij­----�_ - ' I , ''I __ 11 I 11 �'- * - __� - - 17 _ -4 - __ __ `�\ 1, __ _ _�l ,_ N I lij I .. �4'\ 11 � �' _: S; � a - - 2 _'=�;:::; ' _'�'_';� ­\_7 __ , �� 11 rk I I - - I I 1� I �'_';'_.Z_�_ &�! .. .. . .... .. . 1. : + . . . 'LA I :+, 1. TERIAL . I I m VMUIII IV 0 ULO Vl� 0 . M-10 PER PM Li-i 1� I I I ! I I � I _�g . ' - I � . � . I . , . ._ . ' - .,.+.. . I I . I - .. I GRIND . .. � ... OVERLAAYNI, 6EA - --l- TAIL EASEMENT- I : - . .+ - . 1. a -----,- . � - � +... - . ­.. .75FL-1 I .:. �'. : . � . . ____ Ir . +.. .. I . �jl � "� � . 11 5 ).80EX - . . . '. �� �q p �... . .. �� I __"_______' MI'll `B�6 / `� ----, 73. �'. '-� / �' .' 11 N.T.S. NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) (D PUBLIC PEDESTRIAN EASEMENT PER PARCEL MAP q �60.2 1 ... ' . . : � . i I & I I I � /I tl I // -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED GRIND (D PUBLIC UTILITY EASEMENT PER PARCEL MAP 59. � " , + . . .. I // �-- J/ -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE f�-18" I I + . , 60. i 61c I -NO IMPERVIOUS LINER ORnLTER FABRIC IS TO BE USED SAWCUT ­\ I ! \ . \ ___._ I- _", 6OASlFL --- . __�_" I - -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED I I . . . . . . "I � �(� I N, .". I '_� 9 -, I '__�_�'__'___' _­ �� - NEW AC OLD AC] I . � +1 2 I, - + 72, 1 t _'_� - - - - - , \ I i . . 4 . . 4 . 1 \ '___ 1 zE I­__ \ f�'� I ��!H- rx . �� - . 0 1 . . ' .. I q6' I %, �' 6 Li-i 1� I I I ! I I � I _�g . , .! ,, M3 li r)-- ___j + C-4 , C-4 : ' . I I.... , �qmn I I ! �_ t�. � m 0 __ , I, - __ , 60.53FG 1 5 . � t'a �' �_ I �"' I ��61 -C � 0 1 1 , C/') I � � m I \ i 1, ' 2 ­1 "I'll" .. ... I'll � ,` . , .15TC6 \'(� " 1� �Ox CURB r o � I I _T t'= I 11 I I ------- I I I I : - I ; 11" I I I -11 � I I * , � . �J' ID �. / 1 I I � /�'� 011, � I , I I I I � I � � I "I I I 1, ; I -, __ I I I � '4' , , __ �' � - . "5�' '�� I �� I (/) ' � ' / � �' / � I I - - '_� 1* I , . . .. -. �� - .--** 1� __-j :�': � _< , �� ___� ! . __D ? 0 ----ij f,.---- � __ . I _Fj . . 0 �_�: ' � � lo ______ � � i � "'c I -- I j) � ; \ I i I E , I , I � I I " \ 7 . 0 -f COASTAL LAND SOLUTIONS, INC. - 0, u -Z A 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230-6025 * EXP.09/30/1 * GRAPHIC SCALE i 0=1 o' FAX (760) 230-6026 4 0 1 V I %\- r CLS#1 030ENG CIFC 0 10 20 30 CHANGE NO[ DESCRIPTION APPROVED DATE _Qr_Al r- � A - 8UrLr5A(#M?j%I1jA�-9_'3 ) jl�l DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC I . � -ENC-04, L,S. 7322" 1 LOCATION: ± 4, ' WEST OF THE CURB IN THE DRAINAGE BOX INLET AT THE NE COMER QE THE CITY HORIZONTAL:1" = 10' OF ENCINUS LLUICADIA OAKS, L RECORD FROM: VERTICAL:1" = 2' ELEVATION: 67,639' i i __� DATUM: NAM288 SPECIAL DISTRICT APPROVAL A�11111111111111111111111 . SAWCUT DETAIL. I N.T.S. I CA R/W I i&o' - R/W NEW R/W 1 50' 1 - 1 5' DEDICATION _�C � I I - -I I I � I A I - I I I I / 11 PC 9C)CA-KrC 5 I � EIP 25 A Q' 25'- � I I I I I - -40'± PAVIED . _�] I - I FINISH GRADE SAWC T 1 EX E I I _ _ � ;6n EXISTING GRADE PER SDRSD G-1 & G-7 6" CLASS 11 BASE VULCAN AVENUE TYPICAL SECTION ... LINE NO. LENGTH (FT) I BEARING . Li 62.03 1 N15� 43' 05.11"W � SPECIAL DISTRICT APPROVAL A�11111111111111111111111 . SAWCUT DETAIL. I N.T.S. I CA R/W I i&o' - R/W NEW R/W 1 50' 1 - 1 5' DEDICATION _�C � I I - -I I I � I A I - I I I I / 11 PC 9C)CA-KrC 5 I � EIP 25 A Q' 25'- � I I I I I - -40'± PAVIED . _�] I - I FINISH GRADE SAWC T 1 EX E I I _ _ � ;6n EXISTING GRADE PER SDRSD G-1 & G-7 6" CLASS 11 BASE VULCAN AVENUE TYPICAL SECTION ... 1 DRAWN BY: � I CHECKED-BY: - ___ - '%__� ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. I FN I uvu ARED UNDER SUPERVISION OF �� DATE: 1--anler R.C.E. NO.: 70066 EXP,: 9-30-16 11=4 RECOMMYEIDED: JQO � , �L/ ZILA - Ae _ . , MASIH MAHER GLENN PRUIM 10/2115 / ol Z!�Z419 DATE DATE ' f IMPROVEMENT PLANS FOR- APN: 254-253-24 PLANNING CASE NO: 14-251 DR/TPM/CDP 12426-IP !SHEET 3OF 3