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2014 12165-I (Plans)GENERAL NOTES GENERAL NOTES CONTINUED... S 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. 17. KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS 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 AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND W AS STATED ON THE PERMIT. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD ORDERLY CONDITION. PROPOSED GATE VALVE 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 18. AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). WB -06 0-- FINISHED SURFACE IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF 19• VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 ENGINEERING SERVICES. 20 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A WITHIN THE CAD RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE. 21. EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES 26. PERM17TEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PERFORMED WITHOUT AN DEIGUITO WATER DISTRICT NOTES: EARTHWORKDATA WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW STEEPEST EXISTING NATURAL SLOPE ON -SITE _ 3 H : -1_ V DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS MAXIMUM VERTICAL DEPTH OF CUT = -+1.0 FT COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITYMAXIMUM VERTICAL DEPTH OF FILL = f0.5 FT OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. CUT = 10 C.Y. FILL = 5 C.Y. EXPORT = 5 C.Y. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN REMEDIAL = _N/� C.Y. DIEGO GAS AND ELECTRIC VAULTS. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES, TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL (FIRE HYDRANT, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. A.P.N.: 254 - 302 -16 -00 OWNERIPERMITTEE SITE ADDRESS: KEVIN DUNN RINCON REAL ESTATE GROUP 123 -125 DIANA STREET 1520 N. EL CAMINO REAL, UNIT 5 ENCINITAS, CA 92024 SAN CLEMENTE, CA 92672 ZONING REQUIREMENTS R -11 ABBREVIATED LEGAL DESCRIPTION LOT 2 OF BLOCK 7 OF SOUTHCOAST PARK UNIT 2, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1859, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21, 1925. TOPOGRAPHY TOPOGRAPHY INFORMATION PREPARED BY PASCO LARET SUITER & ASSOCIATES, PLS 8486, ON AUGUST 23, 2013 F vf'L'AT11. 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. SIDS SYMBOL PROPERTY LINE - - PROPOSED BUILDING OUTLINE SEP. PERMIT PROPOSED PCC PAVEMENT PROPOSED POROUS PAVERS PROPOSED AC PAVEMENT CENTERLINE OF ROAD PROPOSED CONTOUR LINE PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE 55 ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR OWNER'S CERTIFICATE SEP. PEh':UIT 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 PROPOSED SEWER LATERAL OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION WS -09, WC -17 W AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD - PROPOSED GATE VALVE COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. PROPOSED THRUST BLOCK COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL 27• TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS WA -07 VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END R IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE WB -06 0-- FINISHED SURFACE IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE FS OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED FINSHED FLOOR END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. GARAGE FINISHED FLOOR SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS GF SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION COUPLINGS FOR ALL RADII I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN WITHIN THE CAD RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PERFORMED WITHOUT HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND HIS DULY AUTHORIZED REPRESENTATIVE REFER TO THE CITY'S STANDARD DRAWING DATED TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES AND AS ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL SEPTEMBER 30, 1996. PROGRESS. SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS OPTION, WRITING PRIOR TO CONSTRUCTION. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 9 -FEET WILL THE ENGINN EER AND HIS /HER AGENTS OR EMPLOYEES ACTING A NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE. 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND WITH THE SAN DIEGUITO WATER DISTRICT INSFECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE D 7.. 1 AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING IMPROVEMENTS. PHONE: (760) 633 -2704. 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED TY R G LAWSON DATE 16. TWC SACK SAND- CEMENT SLURRY AIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL IN THE CONSTRUC ON OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN 1k; q EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, SURFACE HAS BEEN REMOVED BY OTHERS, THE PERM17TEE SHALL REPLACE IT WITH A STANDARD UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD KEVIN DUNN, MANAGER DA LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. UNDER THE SUPERVISION OF THE SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE BRASS PARTS. 535 N. HIGHWAY 101, SUITE A AS BACKFILL. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE COST BY THE DEVELOPER. (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED RREG INVESTMENTS SERIES, LLC, SERIES 1012 CITY, UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. PH: (858)- 259 -8212 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM Z NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 25, WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SOILS ENGINEER °S CERTIFICATE ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND HOLIDAYS, ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST LOCATION BY THE CONTRACTOR. SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STORMWATERPOLLUTIONCONTROL BMPNOTES .ALLOWED PENALTIES. RECEIVE pR10h, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY 29• IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY 1 JkIM,zy c &ko <A REGISTERED CIWL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE THE SDWD INSPECTOR. RELATIVE TO CONSTR UCTION A CTI VITIES 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL (760) 633 -2770. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDEN77AL DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE LEUCADIA WASTEWATER DISTRICT NOTES: CONCRETE WASHOUT BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE LOT. DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE OVER THE SEWER MAIN SHALL TERMINATE 6° ABOVE PAVING SUBGRADE WITH FINAL TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE %= STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR SERVICES. SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING 9. NO WORK SHALL BEGIN BEFORE A.M. CONTINUE AFTER 3:00 PRIME ARTERIALS 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL THE POINT OF CONNECTION. AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE SS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF IZ HE IR BY THE DIRECTOR OF ENGINEERING SERVICES. ALL OSHA REGULATIONS SHALL BE MET 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA CONSTRUCTION SITE ACCESS DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREENBOOK AND THE PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT AND /OR CORRUGATED STEEL PANELS /PLATES . AT 760 633 -2704. ( ) INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION THE LWD SEWER STANDARDS GOVERN. CONSTRUCTION VEHICLES 10. HO THE ROADWAY SHALL BE CLEAN AND FREE OF dLE OBSTRUCTIONS AND COMPLETELY OPEN TO CO L CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION 11. TRAFFIC AT THE END OF EACH WORKING DAY. NO LATER THAN AN MAJOR ROADS, ( CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, DEFINED HEREIN.) 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS SITE SAN DIEGO, CA 92121 5 ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) 12. THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER EROSION CONTROL 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL VEHICLES SHALL BE 12 FEET IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, HAS A SPECIAL CONCERN. 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. BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION E PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -77"!E 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS 13. THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK FLAGMAN. SHALL BE CATEGORICALLY DENIED. ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. A.P.N.: 254 - 302 -16 -00 OWNERIPERMITTEE SITE ADDRESS: KEVIN DUNN RINCON REAL ESTATE GROUP 123 -125 DIANA STREET 1520 N. EL CAMINO REAL, UNIT 5 ENCINITAS, CA 92024 SAN CLEMENTE, CA 92672 ZONING REQUIREMENTS R -11 ABBREVIATED LEGAL DESCRIPTION LOT 2 OF BLOCK 7 OF SOUTHCOAST PARK UNIT 2, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1859, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21, 1925. TOPOGRAPHY TOPOGRAPHY INFORMATION PREPARED BY PASCO LARET SUITER & ASSOCIATES, PLS 8486, ON AUGUST 23, 2013 F vf'L'AT11. 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. SIDS SYMBOL PROPERTY LINE - - PROPOSED BUILDING OUTLINE SEP. PERMIT PROPOSED PCC PAVEMENT PROPOSED POROUS PAVERS PROPOSED AC PAVEMENT CENTERLINE OF ROAD PROPOSED CONTOUR LINE SAN DEIGUITO WATER DISTRICT NOTES: 55 EXISTING CONTOUR LINE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROPOSED RETAINING WALL SEP. PEh':UIT PROPOSED SEWER LATERAL LWD S -17, S -23, S -32 S PROPOSED WATER SERVICE WS -09, WC -17 W PROPOSED SAWCUT LINE WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD - PROPOSED GATE VALVE WV-02 _ PROPOSED THRUST BLOCK WT -01 d PROPOSED MAR WA -07 o- PROPOSED B.O. VALVE WB -06 0-- FINISHED SURFACE FS FINISHED GRADE CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION FG FLOW LINE FL FINSHED FLOOR REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. FF GARAGE FINISHED FLOOR 2. GF INVERT ELEVATION ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY IE STATEMENT OF ENGINEER OF WORK 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC SAN DEIGUITO WATER DISTRICT NOTES: YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LINO. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWO PERMIT FOR CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE 13. OPEN TRENCH MUST BE SACKRUED AND CAPPED WITH AT LEAST 2' OF COLD MIX ASPHALT OR SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY TO CONSTRUCTION. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. Z APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PERFORMED WITHOUT PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY HIS DULY AUTHORIZED REPRESENTATIVE REFER TO THE CITY'S STANDARD DRAWING DATED BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL DAMAGE BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OMISSIONS OF SEPTEMBER 30, 1996. WRITING PRIOR TO CONSTRUCTION. PLANT PERMANENT VEGEIATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE THE ENGINN EER AND HIS /HER AGENTS OR EMPLOYEES ACTING A NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE COMPLETE 15. TWO SACK SAND- CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB WITH THE SAN DIEGUITO WATER DISTRICT INSFECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER g, CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE D 7.. 1 AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. IMPROVEMENTS. PHONE: (760) 633 -2704. IRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. TY R G LAWSON DATE 16. TWC SACK SAND- CEMENT SLURRY AIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL OTOREDCOTERIAL RCE No. 80356 EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. SHALL CONTAINED STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. PASCO LARET SUITER & ASSOCIATES LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE UNDER THE SUPERVISION OF THE SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR 535 N. HIGHWAY 101, SUITE A AS BACKFILL. COST BY THE DEVELOPER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE SOLANA BEACH CA, 92075 UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING PH: (858)- 259 -8212 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 11. A 2 -INCH HIGH "S' SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE SOILS ENGINEER °S CERTIFICATE ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND LOCATION BY THE CONTRACTOR. COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT .ALLOWED PENALTIES. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. BARRIER AROUND THE PERIMETER AT ALL TIMES. 1 JkIM,zy c &ko <A REGISTERED CIWL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDEN77AL SHALL EXTEND UP TO A 2° COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON ocT 4, AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE LOT. OVER THE SEWER MAIN SHALL TERMINATE 6° ABOVE PAVING SUBGRADE WITH FINAL TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE %= STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS ALL TRENCH WORK. THE POINT OF CONNECTION. RESPONSIBILITIES. PLANS AND IFICATIONS. _ FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. WASTE MANAGEMENT vV SIGNED: DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED RCE NO.: zL � Zr dQ% 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM EXP. DATE: / 3 d PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. TESTED, AND TELEVISED AT THE APPLICANT / CONTRACTORS EXPENSE PRIOR TO INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. JOB I: l � - l a3 96 IANA STREET DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE BRIDGING OR BACKFILLING. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE GEOTECHNICAL EXPLORATION, INC. 7420 TRADE STREET 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS SITE SAN DIEGO, CA 92121 5 ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED THE LWD INSPECTOR PRIOR TO PAVING. IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. AI PROJECT N0. 13 -10396 � FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE PHONE: (858) 549 -7222 2 AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION 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. �° E MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, k OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR BELOW THE ROADWAY SURFACE. 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE ~ Z V) TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. o E4469T nR A ALAI END to C AAIn pl ALAI C i p1pE EDnnl C AA4.=W AIn r E AD IAn 4T at-tlol e.. -vnrr r�e�r^Eti.,.n-= -o�tice 'A=- ee.,e�„ ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) SPECIFICATIONS. U U LEUCADIA BLVD. MINIMUM SEPARATION OF THREE 3 FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. 14. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. ` Ev16T,Ar9 Rm* NAV RE moan FOR INEERr1Arn io" urrn AAI &KA9PAtn &PA4&q AI r POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE O ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR ^9,,,,^^-.,906 •,9T NAGE T9 Ev,6T..,6 Wkc N „6T RE 0i GGORGANGE ,,,,T„ ,„,G ovrn,cvrrvr.a t�oi nn IGC 10- cm.7 TIRO- TiL�1007�pC11TT000ROIR�CL11T1TrLTE Z U OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 15. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE ACCURACY PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE C. OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTUTY, PIPE " ^ ^' ^EA" ^ 9111 tA, T'+t rv,6T N9 6E uro EuN r RE TEIIpnpApu v pl 1ln9cz yATS GfO&Wig�OG9FL9T°�&Akk'�9 ;&-$ LEI. p-W99 SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM 51DRMDRAfN INLETS ON PERVIOUS SURFACES. Q Q IMPER VIO US AREA OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT BI' Akmcn By P6%PN^ ^R n,nanER T9WP4(o rnR n,mncA, rn • nnu,unmr... ,0.6 d 16. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE. LINE CROSSINGS, LINE PARALLELING, �_.._.... A Fb@ ""^ MAY REnl p ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK I- Z Q IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5.230 SQFT OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS _ ___AT46I ,_ 1193,, 6,_011, ,_, _ _ 6111.. __ ., 6116 1161. 1161,_. _ AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE Q - IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL Oy INCREASE IN IMPERVIOUS AREA: -1000 SQFT AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING v3 5 IMPERVIOUS AREA REPLACED: 4.230 SQFT SDWD W14 -120 WATER DISTRICT. *REMAINING NOTES CONTINUED ON SHEET 3 DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. Z= ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PARKS AND RECREATION LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING & BUILDING AS BUILT APPROVED WATER STEM APPROVAL APPROVED PUBLIC SEWER SYSTEM APPROVAL N APPRO D APPROVED s APPROVED BY: LWD DISTRICT ENGINEER (1 , VICINITYMAP BY: BY:r - BY: I BY: BY: BY: 1J �j 'STE EN DEERING, RCE D� I _" -- 5-104116 , DATE 1/17115 NTS DATE: DATE: DATE: FIRM LA f DTE: D 2 llli DATE: FEVIS DD ATE 3 118 115 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE oesiSPS BY oRSP sv CHECKED TGL BY ENGINEERING DIVISION APPRO LS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. I' SEANER LATERALS Sc p S 31 CITY OF ENCINITAS CONTROL POINT 'ENC -32' PER PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED .�d0 PUBLIC IMPROVEMENT PLANS FOR: AS -GUILT /'� 3 ( I� �j Z1 RECORD OF SURVEY NUMBER 18416. FD 2° SD. CO. ENG. DEPT. BRASS DISK SET IN THE HORIZONTAL: N/A By; TOP OF EAST CURB OF VULCAN AVENUE 200 FEET DATE: ° I i -t i �116C�T NORTH OF E STREET 2.5 FEET NORTH OF THE MASIH MAHER GLENN PRUIM 123 DIANA STREET 1G J 1 DRIVEWAY INTO THE ENCINITAS CITY VERTICAL: N/A TYL✓ R G. LAWSON R.C.E. NO.: 80356 DIRECTOR OF PUBLIC WORKS ADMINISTRATION OFFICES. DATUM: NAVD88 ELEV.: 92.00 EXP. 12 -31 -16 DATE: G /9/�S DATE: rS APN: 254 - 302 -16 CASE NO: 14- 075TPM /CDP /DR SHEET 1 OF 3 J:\Active Jobs \2107 DUNN \DRAWING \2107 IMP TITLE SHT.dwg PLSA 2107F n _ _._ _. - - - T -I - - - - - ~-- ._.... -._.. - - f 1 t { _ - -- -------- l} .-.. - - i i U m � � { I N _... , .- .._.- ..._.- . -A11N- } -- n 1 1 PROP; GRAPE ow I i i i p I SEWER LATERAL DATA LOT # STREET STA OF LATERAL ®MAIN IE ® MAIN LENGTH OF LATERAL DROP TO MAIN IE ® PL LATERAL SLOPE FIG ® PL DEPTH ® PL PAD EL UPSTREAM MH RIM BACKWATER VALVE REQ D REMARKS 4 12 +67.50 44.7 10 LF 1.4 46.3 2.5% 53.0 6.7 53.2 57.2 YES AS- BOIL'f M ZI l� 3 13 +01.00 44.6 10 LF 1.4 46.2 2.5% 53.4 7.2 55.5 57.2 YES WATER MAIN PER 2 13 +46.50 44.5 10 LF 1.4 46.1 2.5% 54.1 8.0 56.3 57.2 YES 1 13 +93.00 1 44.4 ]0 LF 1.4 46.0 2.5% 55.4 1 9.4 1 56.8 1 57.2 I YES `SATIsm' IDSJ of 'THE` LWD msp[CTOR: i &ULD� z � \ ° I N 1 O o W Z C) O \ Cr I o U r to 2 U W U to N a Z V ¢ p in3oLL �- + - � zo�A N'�tY2� �K W �mZ Wal`. 2J! W 5V \I 11 � mz �� w ¢•-dam o UNIT GARAGE FF =53.7' LINE TO RE � 2 g SHOWN FOR �Z i= REFERENCE ONLY. SEE GRADING o two DRAWING NO. 2 TGL EXIST. WATER SERWC SG UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY TO BE ABANDONED A - C NTRACTOR TO INSTALL LOCATION OF EXISTING UTIU77ES PRIOR TO PCC CURB • MJ m 3 LINE TO RE � ALL WORK ONSITE SHOWN FOR �. STA. 11+70.40-1Z 0 REFERENCE ONLY. SEE GRADING o TC =61.2 DRAWING NO. PLAN 12165 -G TGL EXIST. WATER SERWC SG UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY TO BE ABANDONED A o LOCATION OF EXISTING UTIU77ES PRIOR TO I0 PER SDND STANDARD I UNIT a AS- BOIL'f M ZI l� STA. 11+60-12. s GARAGE 2 ^ 2 4 ANY DISCREPANCIES BETWEEN ACTUAL LOCATION FF =54.2' CL¢ g 1 AND PLAN LOCATION OF UTILITIES UPON DISCOVERY ! WATER MAIN PER U 0 SDWD W09 -120 SHEET 2 OF 3 ^j 50' 40' I 1 W LR1'B10L INT 1.1AINI,AND' WRAP�MwITT4 � 'j Y^ (3jI VCP 54 `SATIsm' IDSJ of 'THE` LWD msp[CTOR: m SEWS MAIN PER LWD N tEXIST12" 147-P TO REMAIN. rONTACTOP S BE MAINTAINED PER ENCROACHMENT MAINTENANCE PRO CT INI PLACE AND REMOVAL AGREEMENT RECORDED APRIL 1, 2015 • MJ m 3 LINE TO RE � FL =61.12 �. STA. 11+70.40-1Z 0 DESIGNED er DRAWN BY AVAILABLE RECORD INFORMATION. EXACT ENGINEERING DIVISION APPRO ALS TC =61.2 DRAWING NO. HORIZONTAL AND VERTICAL LOCATION OF EXIS71NG TGL EXIST. WATER SERWC SG UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY EXISTING POVW R POLE n ', TO REMAIN. CONTRAC Sr __" TO PROTECT IN PLACE 0.5' 3' 0.5 6OX160 PCC FLUSH CURB - ��- INSTALL POROUS PAVERS PER MANUFACTURER'S RECOMMENDATIONS TYPICAL SECTION: RIBBON GUTTER NOT TO SCALE GRIND & OVERLAY AS NEEDED TO ENSURE SMOOTH TRANSITION 1 12 I U, TC =59.2 ImEXIST. 8" VCP SEWER MAIN F 147 -B TO RE& 4 CONTRACTOR 10' PROTECT IN P (n U77LI77ES ARE KNOWN TO EXIST IN THE AREA. FL =61.12 INFORMATION SHOWN HEREON IS PER BEST STA. 11+70.40-1Z 0 DESIGNED er DRAWN BY AVAILABLE RECORD INFORMATION. EXACT ENGINEERING DIVISION APPRO ALS TC =61.2 DRAWING NO. HORIZONTAL AND VERTICAL LOCATION OF EXIS71NG TGL EXIST. WATER SERWC SG UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY TO BE ABANDONED A CITY OF ENCINITAS CONTROL POINT 'ENC-32' PER RECORD OF SURVEY NUMBER 18416. FD 2" SO. CO. ENG. DEPT. BRASS DISK SET IN THE TOP 74 EAST CURB 2. VULCAN AVENUE THE FEET NORTH OF E STREET NC FEET NORTH OF THE DRIVEWAY INTO THE ENCINITAS CITY. ADMINISTRATION OFFICES DATUM. NAVD88 ELEV.: 92.00 LOCATION OF EXISTING UTIU77ES PRIOR TO I0 PER SDND STANDARD I PUBLIC IMPROVEMENT PLANS FOR: 123 DIANA STREET APN: 254 - 302 -16 CASE NO: 14- 075TPM /CDP /DR ORDERING MATERIALS AND CONSTRUCTION, AS- BOIL'f M ZI l� STA. 11+60-12. s CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF TC =60.5 ANY DISCREPANCIES BETWEEN ACTUAL LOCATION EXIST. 6" ACP 1 AND PLAN LOCATION OF UTILITIES UPON DISCOVERY ! WATER MAIN PER 0 SDWD W09 -120 SHEET 2 OF 3 ^j 50' 40' I 1 I U, TC =59.2 ImEXIST. 8" VCP SEWER MAIN F 147 -B TO RE& 4 CONTRACTOR 10' PROTECT IN P (n VARIES --------•I ' 4" BASE COURSE LAYER 1/2" TO In AGGREGATE a O r o 0 PERMEABLE PAVERS FILL OPENINGS IN ORCO AQUA -BRIC OR PAVER UN17S WITH APPROVED EQUAL Y" TO" AGGREGATE 12" SUB BASE COURSE LAYER 2" BEDDING COURSE 112" TO 3" LAYER 114" TO ANGULAR ROCK 3/8" AGGREGATE I' NOTE: PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS 7HAN 75,000 LBS TYPICAL SECTION: PERMEABLE PAVERS NOT TO SCALE PER WAS SHLU. 7bU64 15 D 55 & " -- EXISTING 6" 7 TA. 11 +20 8. STA. 11 20,1 .0 7 2 19 e ACP WATER s T =58. ,ETC =57.9 2" MAR. MAR TRANSITION s STA. 11 +10.00�14.�L CONTRA TOR-"STALL 10 ;FL =57.22 COUPLING � _ S 6" x 1 " ZERO IGHT 6" FLxPO GV P RB tSEE DETAIL TO RIGHT 4 PVC 11 `� STA. 11 +10.00'12. 6 z6 "x6" FLG TC =57.3 IN TEE W� THRUS STA. 11+06.40-Z E LWD SM 6 BLOCK (9.3 SF 7 I NS 6 "x6 "x "Ot -1700 6" 4" FL MIN) PER WT-( FL TEE (REIM =44 2) 6" FI GV / INSTALL xP0 (1 =t .2) REDUCER LL Y TA. 14+60.10, -0.0= 6" FLxFL GV 2" "4R 8.0. DIANA SL STA 11 OG-0.0 TRANSITION ALLEY STA. 14 +48.65 0.0 COUPLING 8 ,(FS =56.7) EXISTING 6" 9 ALLEY STA. 14 +4 .10-0.0 ACP WATER - -- - __ _ t 0.07 0.0= WATER MAIN T ® TO REMAIN. CONTRACTOR ° CONNECTION DETAIL " " o EXISTING POWER POLE NTRA TOR TO INSTALL \ ) ANA ST. STA. 10 +9 .05^ (FL =59 13.0E \ \ \\ \\ \ NOT TO SCALE _ ` TO PROTECT IN PLACE z 1 s 40 -56.2) Ch �, o s + \�{ EXISTING CURB & GUTTER ' 1 17 15 td TO REMAIN. CONTRACTOR ' E LWD SM 6 p�pFESS /ON9 P1kAF�DAT1 / / d TO PROTECT IN PLACE EXISTING POWER POLE #O1 -1710 �ti�v�R G Lq l� IffVS ®DA7E 3118115 TO RE�, 44iN. CON ACTOR (RIM 56.4) y � TO PWR� T IN PLACE (IE= t43.3) _ z :J U.3 No. 80356 rM rn GRAPHIC SCALE 1" =10' 0-1 Exp. 12/31/16 I MINI NEW 101111 101111 111111111 CV1 10 0 10 20 30gTF OFI C \F��\P PF%% o LARET SLITTER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE U77LI77ES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST DESIGNED er DRAWN BY AVAILABLE RECORD INFORMATION. EXACT ENGINEERING DIVISION APPRO ALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. HORIZONTAL AND VERTICAL LOCATION OF EXIS71NG TGL 1 SE E LATERALS SG UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY 3) CITY OF ENCINITAS CONTROL POINT 'ENC-32' PER RECORD OF SURVEY NUMBER 18416. FD 2" SO. CO. ENG. DEPT. BRASS DISK SET IN THE TOP 74 EAST CURB 2. VULCAN AVENUE THE FEET NORTH OF E STREET NC FEET NORTH OF THE DRIVEWAY INTO THE ENCINITAS CITY. ADMINISTRATION OFFICES DATUM. NAVD88 ELEV.: 92.00 LOCATION OF EXISTING UTIU77ES PRIOR TO PLANS PREPARED UNDER THE SUPERVISION OF DATE' , l3 /S R.C.E. NO.: 80356 R G. LAWSON EXP. 12 -31 -16 REVIEWED ,a BY: /VI /1^ MASIH MAHER GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: 1°I I ($ DATE: Zi PUBLIC IMPROVEMENT PLANS FOR: 123 DIANA STREET APN: 254 - 302 -16 CASE NO: 14- 075TPM /CDP /DR ORDERING MATERIALS AND CONSTRUCTION, AS- BOIL'f M ZI l� CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. SHEET 2 OF 3 FIII'M SEWER LATERAL LOCATIONS UNKNOWN. CONTRACTOR TO PL04 ExiSrIW4,SEtiILR LR1'B10L INT 1.1AINI,AND' WRAP�MwITT4 � POI - METHYLENE. wKRP OR EoURL ro THc `SATIsm' IDSJ of 'THE` LWD msp[CTOR: W N PRIVATE PERMEABLE PAVERS FOR DIANA STREET TO BE MAINTAINED PER ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED APRIL 1, 2015 AS DOCUMENT 12015-0153219 OF OFFICIAL RECORDS CONSTR UCTION NOTES: 1 �1 PROPOSED SEWER LATERAL PER LWD S -17, S -25, AND �'3¢AND NOTE 22 ON SHEET 3 DUAL 1" DOMES77C/FIRE WATER SERVICE WITH 314" METER AND IRA C RATED LID PER WS -09, WC-17 ® INSTALL POROUS PAVER RIBBON GUTTER PER MANUFACTURER'S RECOMMENDATIONS (TIP.) ® EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. ® PROPOSED SAWCUT LINE. © EXISTING SEWER MANHOLE TO REMAIN, CONTRACTOR TO PR07ECTIN PLACE ® 6" X 16" PCC FLUSH CURB ® 4" AC PAVEMENT OVER 6" CLASS If AB p9 CONSTRUCT MODIFIED PCC ALLEY APRON PER SORSD G -17 10 PERMEABLE PAVERS BY ORCO AQUA -BRIO OR EQUAL 11 in IRON PIPE AND CAP TO BE SET PER PARCEL MAP VARIES --------•I ' 4" BASE COURSE LAYER 1/2" TO In AGGREGATE a O r o 0 PERMEABLE PAVERS FILL OPENINGS IN ORCO AQUA -BRIC OR PAVER UN17S WITH APPROVED EQUAL Y" TO" AGGREGATE 12" SUB BASE COURSE LAYER 2" BEDDING COURSE 112" TO 3" LAYER 114" TO ANGULAR ROCK 3/8" AGGREGATE I' NOTE: PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS 7HAN 75,000 LBS TYPICAL SECTION: PERMEABLE PAVERS NOT TO SCALE PER WAS SHLU. 7bU64 15 D 55 & " -- EXISTING 6" 7 TA. 11 +20 8. STA. 11 20,1 .0 7 2 19 e ACP WATER s T =58. ,ETC =57.9 2" MAR. MAR TRANSITION s STA. 11 +10.00�14.�L CONTRA TOR-"STALL 10 ;FL =57.22 COUPLING � _ S 6" x 1 " ZERO IGHT 6" FLxPO GV P RB tSEE DETAIL TO RIGHT 4 PVC 11 `� STA. 11 +10.00'12. 6 z6 "x6" FLG TC =57.3 IN TEE W� THRUS STA. 11+06.40-Z E LWD SM 6 BLOCK (9.3 SF 7 I NS 6 "x6 "x "Ot -1700 6" 4" FL MIN) PER WT-( FL TEE (REIM =44 2) 6" FI GV / INSTALL xP0 (1 =t .2) REDUCER LL Y TA. 14+60.10, -0.0= 6" FLxFL GV 2" "4R 8.0. DIANA SL STA 11 OG-0.0 TRANSITION ALLEY STA. 14 +48.65 0.0 COUPLING 8 ,(FS =56.7) EXISTING 6" 9 ALLEY STA. 14 +4 .10-0.0 ACP WATER - -- - __ _ t 0.07 0.0= WATER MAIN T ® TO REMAIN. CONTRACTOR ° CONNECTION DETAIL " " o EXISTING POWER POLE NTRA TOR TO INSTALL \ ) ANA ST. STA. 10 +9 .05^ (FL =59 13.0E \ \ \\ \\ \ NOT TO SCALE _ ` TO PROTECT IN PLACE z 1 s 40 -56.2) Ch �, o s + \�{ EXISTING CURB & GUTTER ' 1 17 15 td TO REMAIN. CONTRACTOR ' E LWD SM 6 p�pFESS /ON9 P1kAF�DAT1 / / d TO PROTECT IN PLACE EXISTING POWER POLE #O1 -1710 �ti�v�R G Lq l� IffVS ®DA7E 3118115 TO RE�, 44iN. CON ACTOR (RIM 56.4) y � TO PWR� T IN PLACE (IE= t43.3) _ z :J U.3 No. 80356 rM rn GRAPHIC SCALE 1" =10' 0-1 Exp. 12/31/16 I MINI NEW 101111 101111 111111111 CV1 10 0 10 20 30gTF OFI C \F��\P PF%% o LARET SLITTER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED er DRAWN BY giETGL 9Y ENGINEERING DIVISION APPRO ALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. SPS SPS TGL 1 SE E LATERALS SG tlo 3) CITY OF ENCINITAS CONTROL POINT 'ENC-32' PER RECORD OF SURVEY NUMBER 18416. FD 2" SO. CO. ENG. DEPT. BRASS DISK SET IN THE TOP 74 EAST CURB 2. VULCAN AVENUE THE FEET NORTH OF E STREET NC FEET NORTH OF THE DRIVEWAY INTO THE ENCINITAS CITY. ADMINISTRATION OFFICES DATUM. NAVD88 ELEV.: 92.00 HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PLANS PREPARED UNDER THE SUPERVISION OF DATE' , l3 /S R.C.E. NO.: 80356 R G. LAWSON EXP. 12 -31 -16 REVIEWED ,a BY: /VI /1^ MASIH MAHER GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: 1°I I ($ DATE: Zi PUBLIC IMPROVEMENT PLANS FOR: 123 DIANA STREET APN: 254 - 302 -16 CASE NO: 14- 075TPM /CDP /DR 12165-1 AS- BOIL'f M ZI l� 3 SHEET 2 OF 3 J. \Active Jobs 107 DUNN \DRA WING\2107 IMP SHT 2.dwg PLSA 2107F HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2 IRRIGA71ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER Z 20 LBS PER ACRE OF ZORRO FESCUE J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA Z 17EMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURESS, 8. I7EM A OF THIS SUBSECTION MUST BE INOCULATED 147TH A N17ROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS71NG BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS W)TH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF 7HE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF 774E STRAW INTO THE SOIL. C. FERTILIZER CONSIS71NG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2 RIPPING AREAS THAT WILL NOT BREAK UP USING 17EM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.° 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949) 637 -3254, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. Jt/ v STORMWATER POLLUTION CONTROL POST CONSTRUCTIONBMP/IMPNOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU71ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE S17E ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /1MP FACILITY AND /OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT 1S DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWA7ER IMP /BMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADD177ONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY W17H STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. A D JA CEN T PR O PER T Y D IS T UR B A N CE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRI77NG AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR 774E PROJECT UNTIL 774E REQUIRED PERMISSION IS OBTAINED. R/W R/W 20' _ 10' ]0' PROPOSED 6 °X16° PCC ( �/ PROPOSED 6 °X16° FLUSH CURB / l PCC FLUSH CURB ADDITIONAL NOTES PROPOSED LANDSCAPING 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE SEDIMENT CONTROL MEASURES (E.G. PROPOSED POROUS PAVE SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER PROPOSED 6'x'16" PCC - WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE FLUSH CURB OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PROPOSED PCC PAVEMED PORTABLE TOILETS OVER A PERVIOUS SURFACE 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED WA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCH17EC77JRAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27 ADDITIONAL LEUCADIA WASTEWATER DISTRICT NOTES: 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS WITH PLAIN END PIPE SHALL BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32, TYPE If ONLY. CONTRACTOR TO SUBMIT FOR APPROVAL. 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32, TYPE 11 ONLY. UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY BY- PASSED BY PUMPING FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. TEMPORARY PROVISION OF DUTY AND BYPASS PUMPING EQUIPMENT WITH FULL-TIME MANNED MONITORING SHALL BE PROVIDED. NO UNMANNED BYPASS SHALL BE ALLOWED. PUMPING SHALL BE IN ACCORDANCE WITH LWD STANDARD SPEC DIVISION 2 PART 5 SECTION 500 PARAGRAPH 500 - 1.1.1.3. AND FOR THE 123 DIANA STREET PROJECT MINIMUM CAPACITY SHALL BE 450 GPM. CONTRACTOR SHALL SUBMIT FOR APPROVAL 18, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SUPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 54 R/W III III -III -III PROPOSED 6716" NI (I I ( ( =III= PCC FLUSH CURB RUNOFF PROPOSED 4" AC PAVEMENT/ 6" CLASS II PROPOSED AB GAP BETWEEN BAGS 4' PVC EXIS77NG 12 ACTS AS SPILLWAY WATER MAIN VCP SEWER PROPOSED PAVERS WIDE MAIN POROUS PAV TYPICAL SECTION: ALLEY AQQA NOT TO SCALE R/W 50' 2D' 20' 10' 10' 1.5' 1 1 6' 1 2.5' VAR'ES„ VAR TES TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL A: GRAVEL BAGS TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED VG LANDSCAPING SIDEWALK SA *CUT LINE-' L-tXIS7ING EXIS7ING 8, \-EXISTING PCC CURB & 6" ACP GUTTER WATER VCP SEWER MAIN MAIN VEXISIING AC PAVEMENT TYPICAL SECTION: DIANA STREET NOT TO SCALE 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. CONTRACTOR SHALL SUBMIT FOR APPROVAL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR THE LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 21. THE 123 DIANA STREET SEWER INCLUDES CONNECTION OF FOUR NEW LATERALS TO EXISTING 12 -INCH VCP. CONTRACTOR SHALL POTHOLE AND DETERMINE EXISTING OUTSIDE DIAMETER OF EXISTING PIPE BEFORE SUBMITTING MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR PROPOSED MATERIALS. JOINTS SHALL BE TIGHT FITTING GASKETED JOINTS OF EXISTING TO NEW VCP. ALL PLAIN END CONNECTIONS SHALL BE MADE PER NOTE 19. NOT TO SCALE EROSION CONTROL LEGEND GRAVEL BAGS PER DETAIL A OOO SILT FENCE PER DETAIL B 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. Lj --� 77�1 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. mp 40' 50' 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC vi( WIRE DETAIL B: SILT FENCE NOT TO SCALE RAVEL BAGS PER DETAIL A ( ! (0 ii I SILT FENCE PER �UDETAIL B 40' . 2D' 20' P ���•` \ ,�� \ �� \\�\ \' \ \ \ \ \ \ \\ ,\ \� \ \\ . ,\�\ \ \�_ i \, ,it, _ \'�t �'�7 _- =.� __ \ \ v AV APN: 254-303-2 TC 3Ukb�,b V APN: 254-303-1 22. 11+E RE6IVIREMENtY DF THIS NOTE MAJ Be USED IN LIEU OF A SEWER BYPASS AND NEW VCP wyES PER NOTES u,n,19,ANo 21. ENbIUEER MJD CONTRACTOR NAY pRoposg ?o MAILS CoNNgcTIONS 70 Me ID/ 14.000 VCP i SDK 3S PVC W/ 4.215" oD SEW6k BRhmq w� RoMAC STYLE CB SEWER SADDLE IN ACCORDANCE w� CeNTTChGTbR SVBUIITfEp RbAk sV$9ITT$L, CATALoG PAGES, ANO INSTALLATOOV IVSTRVCTIONS FOR REVIEW AND APMVAI, BY LWD. OVCTILE IRON COMPONENTS SHALL BE COATED WIN FV:IOVJ goNDSO EPO 1. HAROwARE BE' ?4097 304 SS. ALL 149TAW I(- SR09LE 0#41IONENTS SHALL BE INSTALLED wrt4 LOOSE PoLYETNYLENE WA&P AND TAPE PER ANNA CIoS. SHALL a. ALL OPIUM MMERIA't -5 ANP TooLS SNM•L Be VERIFIED ON SITE BY INSPECTOR PRIOR. TO AIN DRILLING 09 WRING OF 13" VCP SEWC"R. 1 ° Ok G LA ® b THE VC? SHALL BE CUT WITH AN hVEBVATE CAPAGITy T-HANPLC DRILL- OR CORING MACHIIVE NOVM`M o IT4 A 4.00" (ND 61%ZhTCR THAN y.21s "/ DIAMETER DIAMOND TIPPED HOLE SAw SUITABLE toK CORING ENTRY - AIDULD FOR REVIEW AND AWFINW• CENTERPeRM T. h� G LA yF�� 1EMM all 7P 3 118115 NoLE SHALL IbE POSITIONED AT 45° fRoN HoRIZONTA,L = 1:30 oR I0:36 POSITION. ALL VCP HOLE louQof15 sNhLL BE RECOVeREp FROM THE oLE SAW oK LIVE SEWER, IF NFCESS1FRy NDTIOJ cNTIRE WV P PIPE 7.olie. SAODL>o AND ICONNCCTED ILATR�FL SHALL 1397' SVPPORTE'D y z C• No CONCRETE SHALL ®E ALLbwte� vn►® n °11JW SEWER. No 1IEUtVtNICAL COMPACTION SNAU sr' ALloweO IN PIPE ZONE. HAMO -TAMP y1 CILVSHED ROCK UNDER VCP HAVOWET A w No. 80356 m UAW LARET BUTTER Li "WIDE CONCRETE CRADLE FRo1�t SPRINGLINIF CENTCR Ole Tie SEWER 'T0 SPRINbLI06 OF LATERAL FDIC APPROX. 21 LENGTFI ALONG LATERAL i6WAR0 HoUSe Tb SOPpoRT AND PREVENT' RoTATIOW OF CoN1VECT101\1. FIRST 2' VERtIC+rL � Exp. 12/31/16 A By A MIN 6 THICK 8y IS GRAPHIC SCALE 111=10, r &ASSOCIATES EVIL ENGINEERING +LAND PLANNINB + LAND BURVEy1N9 _ i `�q CIVi ��\P 535 North Highway 101, Ste A. Solana Beach, CA 92075 of BACKFILL ABOVE TbP OF SEWER LATERAL 501.4, BE MADE IN 4 °1NCH LIFTS` WITH HAND - TAMPED 6DMPA`TIDQJ, 10 0 10 20 30 OF CALIF ph 858. 259.82121 fz 858.259.48121 plaaenglneering.com d. CoHPLE C °N D wlym n "VCP B CoNTRAtTO R WD APPROVIAL. ANY RoTAT1otJ of SAODLC SHALL BE REPAIRETA RNY pvpy IJ VCk SHALL BE REPLACED PER ORI61NYtL TE5 wIT4 VCP PIP /►ND XOMA•C Sol COUPLINGS. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DE PS ev ORSP BY CHECKED ar ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. SEVER LATERALS D Z,:ZZ? 41 CITY OF OF SURVEY CONTROL POINT 'ENC -32' PER RECORD OF SURVEY NUMBER 18416. FD 2" SO. CO. ENG. DEPT BRASS DISK SET IN THE TOP OF EAST CURB OF VULCAN AVENUE 200 FEET NORTH OF E STREET NC FEET NORTH OF THE DRIVEWAY INTO THE OFFICES CITY DATUM. NAVD88 OFFICES. DATUM: NAVD88 ELEV.: 92.00 HORIZONTAL: VERTICAL: PLANS PREPARED UNDER THE SUPERVISION OF DATE; K•(i l i R.C.E. NO.: 80356 �G. LAWSON EXP. 12- ,31 -16 REVIEWED .,fR BY: " M MASIH MAH GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: O / 4 / I S DATE: ` 27 7 -�£ PUBLIC IMPROVEMENT PLANS FOR, 123 DIANA STREET APN: 254 - 302 -16 CASE N0.14- 075TPM /COP /D 12165 ®I AS -BUILT 3 sl f? (p Z /I SHEET 3 OF 3 J. \Active Jobs \2107 DUNN \DRA WING\2107 IMP SHT 3.dwg PLSA 2107F