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2014-11894 I (Plans)GENERAL IMPROVEMENT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY 2. STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECTS 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 THESES 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 SHALL BE CONFIRMED BY FIELD MEASUREMENI PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL 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 NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH COMPAN REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJEC ARE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRIC CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 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: (800) 422 -4133 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSE 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. (800) 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. 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13. ALL LUMINARIES SHALL PROVIDE TRUE 90 CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEER SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER 633 -2770 15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAN SURVEYOR. 16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SE LATERAL AND WATER SERVICE BY CHISELING THE LETTER "S" AND "W" RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CUR IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. 18. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDA DRAWINGS (LATEST EDITION). ENCINITAS FIRE DEPARTMENT APPROVED DATE:/ 9 /11� REVISIONS APPROVED DATE 1596 \IMPTITLE- 02- 28 -14. DWG CAMINO DE ORCHIDIA, STREET WIDENING STA 4+03.54 TO 7 +42.57 RIGHT- OF - WAY CONSTRUCTION PERMIT STANDARD CONDITIONS 1.N0 ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF- WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL 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 THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST 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 THE PERMITTEE AUTHORIZES THE DIRECTOR OF 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 CHANGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUC71ON OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESES STANDARD CONDITIONS Y 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 PROGRESS. T AL 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BY THE PERMITTEE CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. D 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 AM OR CONTINUE AFTER 5:00 PM ON WEEKDAYS. 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERED FOR NPDES ENFORCEMENT AND PENALTIES. 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF THE STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICE OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ANY TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILUNG. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5') FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. 21(a). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3') FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENTS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS OF ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3 :00 P.M. ON MAJOR ROADS, DEFINED HEREIN. 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF FULL- TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS SEWER DURING NON - WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO CITY'S STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF B ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. TWO SACK SAND CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT S DESIGNED FOR REMOVAL 16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS RD BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERIAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILUNG. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS. BUT MUST BE CONTINUALLY MAINTAINED. 28. WHERE THE PAVEMENT, EXCEPT FOR PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE STANDARD DRAWING DATED SEPTEMBER 30, 1996. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES. ALL OSHA REGULATIONS SHALL BE MET. DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL SAN DIEeUTO WATER DISTRICT ENCINITAS WASTWATER DISTRICT e s► 01L FOft CHAN6t I SEWER SYSTEM: APPROVAL '� l_- � = 92716 PUBLIC WORKS APP RO BY: DATE: DATE• NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS FROM REFERENCES DATE BENCH MARK SCALE DESCRIPTION: 2.5" DISC PT. NO. 1031 LOCATION: N. SIDE ENCINITAS BLVD.. 700' E OF WESTLAKE ST. NW CORNER OF HORIZONTAL 1 " =20' DRAINAGE BOX RECORD FROM: CITY OF ENCINITAS CONTROL VERTICAL 1 " =4' ELEVATION: 182.995 DATUM: NAVD88 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PERQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY, FOR VIOLATION OF PERMIT CONDITIONS, OR FOR THE CREATION OF A NUISANCE, ALL UPON NOTICE GIVEN BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE. IN THE EVENT OF SUCH REVOCATION, APPLICANT SHALL IMMEDIATELY CEASE ALL OPERATIONS AND RESTORE THE CITY RIGHT -OF -WRY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. AFTER NOTIFICATION, CITY MAY TAKE FULL POSSESSION OF THE AREA. APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED, IN THE EVENT THE CITY HAS TO RESTORE CITY PROPERTY OR REMOVE ANY ITEMS NOE INSTALLED BY THE APPLICANT. 35. THIS PERMIT MAY BECOME VOID IN THE EVENT THE USE PERMITTED IS NOT STARTED WITHIN SIXTY (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE PERMITTED USE IS ABANDONED FOR A PERIOD OF SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION HAS BEGUN. IN SUCH AN EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT AND PAY ADDITIONAL FEES. UPON COMMENCEMENT OF WORK, ALL OPERATIONS, INCLUDING CLEANUP AND RESTORATION OF THE CITY RIGHT - OF -WAY, SHAH BE COMPLETED WITHIN THE TIME LIMIT SPECIFIED BY THE PERMIT. 36. THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES, WHICH MAY IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE ISSUE OF THIS PERMIT OR ANY OTHER WORK PERFORMED IN CONSEQUENCE THEREOF. 37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND EFFECTED UNDER THIS PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ANY REPAIRS REWIRED DURING THE GUARANTEE PERIOD SHALL BE MADE AT THE EXPENSE OF THE PERMITTEE. AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERVICES, REPAIR WORK MAY BE PERFORMED BY EITHER THE PERMITTEE OR THE CITY. 38. PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WITH ALL CONSTRUCTION PERMIT PROVISIONS AND STANDARD CONDITIONS SOILS ENGINEER'S CERTIFICATE 1, '-�oN4 I[_IE:LT.b^!/. A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT THE SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN TH S ITE WAS MADE Y ME 0 UNDER MY DIRECTION BETWEEN THE DATE Z ze1,4 AND Zot ONE COMPLETE COPY OF THIS SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE IMPROVEMENT PLANS AND THE SPECIFICATIONS. SIGNED: G.E. N0. Z7714 z� Na. DATE: 7 19ZZQ l d LICENSE EXPIRATION DATE: �01?o/Zol';­ JOB NO. Cql(ff i- k -01 OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REWIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. VIETRO, TRUSTEE OF THE DATE VIETRO TRUST DATED MAY 12, 2009 604 CAMINO DE ORCHIDIA ENCINITAS, CA 92024 PLAN AND BMDING APPROVED SIGNA uRE ' R c BY: SIGNED DATE: (D - 11 . I LI DATE:_ SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY R. SUKUP L PAXTON R. SUKUP PLANS PREPARED UNDER SUPERVISION OF J- DATE : 02/28/14 ENGINEER �4 R.C.E. NO.: 28302 ROBERT 0. SUKUP EXP. 3/31/16 APPROVALS REVIEWED .s� MASIH MAHER DATE: 71f 0 / 14 BY: For GLENN PRUN DATE: 7 2 / A.P. N.: 258 - 141 -35 OWNER /PERMITTEE MICHAEL VIETRO, TRUSTEE OF THE SITE ADDRESS M. VIETRO TRUST DATED MAY 12, 2009. 604 CAMINO DE ORCHIDIA 604 CAMINO DE ORCHIDIA ENCINITAS, CA 92024 ENCINITAS, CA 62024 WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS REFERENCE DRAWINGS I S.D.C. = SAN DIEGO COUNTY WAS r WATElt AGENCIES S.D.W.D. = SAN DIEGUITO WATER DISTRICT STANDARDS S.D.P. = SAN DIEGO PRECAST S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS L.W.D. = LEUCADIA WASTEWATER DISTRICT O.M.W.D. = OUVENHAIN MUNICIPAL WATER DISTRICT E.W.D. = ENCINITAS WASTEWATER DISTRICT WORK TO BE DONE THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. ITEM & STD. DWG. STDS SYMBOL QTY Q TYPE G -2 CURB AND GUTTER n r 315 L F. 0 NEW AC PAVEMENT- 4 "AC /6 0AB (MIN Sf 03 SAW CUT -- ® S.D.R.S.D. G -14A CONCRETE DRIVEWAY 2 EA Q5 S.D.R.S.D. - D1- TYPE A INLET L =5 F21 1 EA © REMOVE EXISTING WALL D 10 LF 0 INSTALL 2' OF 18" RCP, 1350 -D W /D62 COLLAR IRAN TION -CITY OF SD- G 110 24 LF Z�s O INSTALL I" WA"TE.R. SI rt�11CG WAS -41501 ----iO 4 EA ® tmsTALL 4'" SSWEV, LATERAL- - Z095D- S13 -® EA. Q Il ` RSMCH RSPA)R Kk CrfeJ of ENCINITAS DETAIL. 800 SF AS BUILT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR 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 OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: i' 1 ROBERT 0. SUKUP I DATE RCE 28302 �O�ESS 04 THE SEA BRIGHT COMPANY 4322 SEA BRIGHT PLACE CARLSBAD, CA 92008 ABBREVIATIONS: C &G CURB & GUTTER EL ELEVATION EX EXISTING FH FIRE HYDRANT FS FINISHED SURFACE FL FLOW LINE GP GRADING PLAN IE INVERT ELEVATION MH MAN HOLE NO NUMBER SS SANITARY SEWER STA STATION TC TOP CURB TP TOP OF PIPE TW TOP OF WALL IF TOP OF FOOTING WM WATER METER BY: a RABERT sUKUp DATE: PUBLIC IMPROVEMENT PLANS FOR ENCINITAS BLVD W SITE O I lz REQUEZA ST VICINITY MAP E'ARLI WORK . FILL = 160 Cl, IMPaR.T = 160 C-`f �� „ 1 x.11 604 CAMINO DE ORCHIDIA APN: 258- 141 -35 CASE NO. 12- N SCALE 11894-1 SHEET 1 OF 2 m O O C4 0 li J O CL O Q� U U g d Ir m N M O V Fr m 6 N QW Z I w Ld LLI Z Z W 1596 \IMP- 05- 06 -14. DWG