2016-12818 I (Plans)1. NO 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 IN171AI70N 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).
J. 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 7RAFFC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED 7RAFFIC CONTROL PLAN
AND SHALL BE FLAGGED AND BARRICADED TO THE SA7iSFAC71ON OF THE CITY INSPECTOR IN COMPLIANCE WI7H THE "WORK
AREA TRAFFIC CONTROL HANDBOOK ", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN 7HE EVENT THAT THE
INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND 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 PR07ECT THE PUBLIC SAFETY
AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES 774AT THE CITY MAY INCUR IN PROVIDING SAID
TRAFFIC CONTROL.
5. APPLICANT AGREES THAT IT SHALL BE HiS RESPONSIBILITY TO PROVIDE THE CON7RACTOR, SUBCONTRACTOR, OR ANY
OTHER AGENT RESPONSIBLE FOR CONSTRUC71ON 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 S17E WHENEVER WORK IS IN
PROGRESS.
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. CERTiFICA7101V FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY
7HE APPLICANT UPON REQUEST BY 7HE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION 7ES77NG SHALL BE BY THE
PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED 7ES77NG AGENCY OR FIRM ACCEPTABLE TO THE CiTY.
7 NO WORK 1417HiN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS ANY DEWA77ON
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.
& NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 730
A.M. OR CON7NUE AFTER 5:00 P.M. 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 CiTY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR
ROADS, ALL AS SHOWN ON THE CIRCULA71ON ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A 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.)
i1.TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL 71MES. MINIMUM TRAVEL LANE WID7H 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 A FULL -TIME FLAGMAN,
12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE
TO THE SA7iSFAC77ON OF 7HE CiTY ENGINEER 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 DURING NON WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MiX
ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITYS STANDARD DRAWING DATED JULY 31,
1990.
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CiTY ENGINEER OR HiS DULY AUTHORIZED REPRESENTATIVE.
REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996.
15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE
REMOVED AND REPLACED JOINT TO JOINT.
16. TWO SACK SAND- CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS W17HIN PRIME
ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NAIVE
MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL.
17 CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOS17ING IN GUTTERS, STREETS AND STORM
DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS IMLL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE
REFERRED FOR NPDES ENFORCEMENT AND PENALTIES.
18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE
MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF 7RANSPORTA77ON
SPECIFICATIONS FOR PAINT OR 7HERMOPLAS71C, ALL TO THE SA7iSFAC77ON OF THE CITY ENGINEER OR HIS DULY
AUTHORIZED REPRESENTATIVE.
19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED ".VD CONFORM TO THE STANDARD SPECIFICA71ONS FOR PUBLIC WORKS
CONSTRUCTON, LATEST EDITION, SEC71ON 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED
REPRESENTA71 VE.
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 ONE TIME AND THE REMAINING WIDTH
SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING.
21. WHERE STREET DIMENSIONS AND STATE DEPARiMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND
CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM 7HE EDGE OF THE
PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE
SHALLOWEST POR71ON 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 REGULA7ONS ALLOW, ALL PIPES AND
CONDUITS LAiD PARALLEL TO EXIS77NG U71LI77ES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED
FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS
APPROVED BY 7HE CiTY ENGINEER 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 AT ALL
CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS.
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSEC77NG ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC
AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
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,
DAMAGING OR LOOSENING THE SURFACE.
26. PERNITIEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED
REPRESENTATIVE IN ORDER TO PREVENT DUST OR 07HER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE.
2Z TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER
BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATON, ALL
AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBS7R000N(S), THE
PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY POR7ON OF
THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONS7RUCTON OPERATIONS, ALL
TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY AT HIS
OPITON, 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. IMIERE THE PAVEMENT, EXCEPT PORRAND CONCRETE CEMENT PAVEMENT, OR 07HER 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 MOST CURRENT STANDARD DRAWING. 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 7HAT
PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH
RESURFACING OR REPAIRING, THE CITY ENGINEER 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 CITY
ENGINEER. ALL OSHA REGULATIONS SHALL BE MET.
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE MEIHOD IN THE FIELD BY THE ASSIGNED
ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF
THE SUBSURFACE CONDITIONS IS A PREREQUISITE. 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 P17S 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 INIERSECTIONS CROSSING INTERCONNECT WIRES, OR OTHERWSE
WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED 1417HIN THE PAST TWO YEARS SHALL BE
CATEGORICALLY DENIED.
34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED
SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT
PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE
REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE
DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON
THE GROUND). IF A CiTY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED
TO ADDRESS THE TREE REMOVAL.
36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS
STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIREC77VE 09 -06 AT NO COST TO THE CITY.
CHANGE NO. DESCRIPTION APPROVED I DATE
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A
SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,
VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND
COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 7HE CONSTRUCTION SiTE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY
HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLAN77NG FAST - GROWING ANNUAL AND PERENNIAL GRASSES
TO SHIELD AND BIND THE SOiL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON41TE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON -SIIE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL
BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE
COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH
THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO
EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE
SYSTEM iS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS DIKES SHALL BE PLACED AROUND ALL
DUMPSTERS TO DIVERT 7HE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECK D FREQUENTLY FOR LEAKS. DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. OUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH
IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL,
CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (858) 922 -854, 24 HOURS A DAY.
1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 71MES DURING THE RAINY SEASON
(OCTOBER 1 TO APRIL 15 . ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SI7E ON OCTOBER 1 AT CONVENIENT
LOCA710NS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
2 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF 714E ENGINEERING INSPECTOR.
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ME SATISFACTION OF THE
CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 7HE CITY ENGINEER
DUE TO AN INCOMPLETE GRADING OPERA71ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
5. 174E CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO AREAS THAT ARE UNSAFE OR ARE P07EN7iALLY UNSAFE.
6. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF
EACH WORK DAY.
8. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
AFTER 5) EACH RAINFALL. PROBBILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT
THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WI7H 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 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 7HE 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 ACING WITHIN
THE COURSESCOPE I�F�SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE
ENGINEER. j
SIGNA TURF
PASCO LARET SU17ER & ASSOCIATES
535 N. HIGHWAY 101, SUITE A
SOLANA BEACH, CA 92075
858 - 259 -8212
RCE EXPIRES 12 -31 -17
.0 =:.
DATE•
uD
m No. 71651
ui cr-1 Exp. 12/31/17
CIV
SHEETINDEX
SHEET DESCRIPTION
1 T17LE SHEET
2 PUBLIC SEWER EXTENSION
SCALE I AS -BUILT
DESCRIPTION: PT NO. 1030 'ENC -30"
LOCATION. CENTER OF CUL -DE -SAC OAK HORIZONTAL: NIA
CREST PARK DRIVE
RECORD FROM: ROS 18416 VERTICAL: NIA
ELEVATION. 388.479
DA TUM: NA VD88
KRTAN AI
DATE
INSPECTOR I SENIOR ENGINEER
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 AND HEREBY DOES GUARANTEE ALL WORK FOR A
PERIOD OF ONE YEAR AFTER THE DALE OF ACCEPTANCE.
Z THE CON7RACTOR SHALL N071FY 7HE DIS7RIC74S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO
ARRANGE FOR INSPEC7ION OF PROJECT. THE CONTRACTOR SHALL GiVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)
633 -2709. ALL WORK PREFORMED NIHOUT BENEFIT OF INSPEC77ON WILL BE SUBJECT TO REJEC7ION AND REMOVAL.
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE W17H THE SAN DIEGUITO
WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS'. PHONE: (760) 633 -2709.
4. UNLESS 07HERMSE NOTED, ALL CONNEC71ONS TO EXIS7iNG 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 7HE 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 W47ER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT.
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK.
9. INSTALL FIRE HYDRANTS 25 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS OR 7 FEET FROM FACE OF CURB VMERE
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 EXCAVA77ON WITHIN EXISTING CITY
RIGHTS -OF -WAY.
THE DISTRICT REQUIRES 12. RES
1 THAT COMPAC7ON TESTS BE TAKEN 14HERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY
RIGH7S -OF -W4Y, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY 7HE 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 909, 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, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE INTHiN THE LIMITS OF
THIS PROJECT.
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, LE, LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U7iLITY CROSSINGS 1417HIN 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
SA7iSFAC71ON AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED
DIRECTLY OUTSIDE CiTY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WA R DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL
7ES77NG 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 EXIS71NG 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 KITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL
END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VER7iCAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS SAW
CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -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 AND 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 LENG7HS SHORTER THAN 9
FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED 7HE BY THE DISTRICTS REPRESENTATIVE.
1. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR
OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
2. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED W17H CAiHODIC PR07EC77ON IN
ACCORDANCE WITH WC -17 OR WC-18.
3. 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 CORPORA71ON STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE
ABANDONED AS DIRECTED BY THE SDWD INSPECTOR.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
A. SEWERS - CSD/ESD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6100
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: (760633 -2770.
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WiLL BE SUBJECT TO REJECTION AND R MOVAL.
OWNER'S CERTIFICATE
1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE
I (WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS' HARMLESS
F OM AND AGAINST ANY AND ALL LIABILITIES CLAIMS DEMANDS CAUSES OF ACTIONS LOSSES DAMAGES AND COS75 INCLUDING ALL
COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY W77H ANY ACTS OR OMISSIONS
OF OWNER OR OW'NER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY
AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED
PLANS WITHIN THE PRIVATE PR ERTY OR PUBLIC EASEMENTS.
/��. ®1.�
SIGNATURE DATE
KEVIN ZELL FOR
DG P OPER%.I<BI`✓D, LLC
FIELD OPERATIONS
OWNER
DG PROPERTIES FUND, LLC
262 VIA DEL CERRITO
ENCINITAS, CA 92024
(858) 922 -8547
ENCINITAS, CA 92024
APN: 259 - 261 -36
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP NO. 11822, RECORDED IN 7HE OFFICE OF 7HE COUNTY
RECORDER OF SAN DIEGO, STATE OF CALIFORNIA.
SOILS ENGINEER'S CERTIFICATE
1, CffiNCCA-WA REGISTERED CIVIL
ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN 7HE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CER7iFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON _ _
_ __ AND FOR AN UPDATE ON
_ _
ONE COMPLETE COPY OF 7HE SOILS
REPORT COMPILED FROM THIS
STUDY, W77H MY RECOMMENDA71ONS, HAS
BEEN SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER. FURTHERMORE, I
HAVE REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN
INCORPORATED IN THE GRADING
PLANS AND SPECIFICATION/SS..
,�%/
�%L"M C, `-- /t.e,?
SIGNED:
RCE NO.: C 03'/ 41/je
EXP. DAZE 7-YO "/ -7
SHIN � ql
JOB �!• 1167FL -16
Q�pQP
I e Z �
SOIL TESTERS
No.0 034442
m
P.O. BOX 1195
V d Exp.%'3� -�7
�
LAKESIDE CA, 92040
E \- k -
PHONE. (619) 443 -0060
�, jr , \_ C I V 1 `1P.
_r ,,c
VOW MAP
NTS
ENCINITAS SANITARYICARDiFF SANITATION DISTRICT SEWER NOTES:
ALL WORK SHALL BE DONE IF ACCORDANCE W17H THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 'GREENBOOK; (LATEST EDITION),
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS7RUC71ON, (ADOPTED BY 7HE SAN DIEGO
REGIONAL STANDARDS COMMITTEE), 7HE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS-
1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS 07HERMSE NOTED. MINIMUM PIPE SEPARARON PER WAS N -01, 02, & 03.
2. PIPE AND BEDDING CONDITIONS
(A)ALL PIPE SHALL HAVE 4" MINIMUM OF %/ CRUSHED ROCK BENEATH THE PIPE.
(B)V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PiPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE
FREE - DRAINING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER.
(C)P.V.C. SOLID WALL PIPE MAY BE USED PIPE
ONLY WHERE PIPE INVERT GRADES ARE 12" MINIMUM
OR GREATER.
THE PIPE SHALL BE '/<" CRUSHED ROCK A.B.S.
J. AFTER COMPLETION OF PiPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF
THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02• POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC
POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE NTH B -INCH COLLECTOR SYSTEMS WITH CITY
ENGINEER'S APPROVAL.
5. THE CONSTRUCITON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE.
6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP -07.
7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE.
& THE FINAL LOCATION AND ELEVA71ON OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO
ACCEPTANCE OF WORK.
9. FOR SEWER LATERAL TABLE, SEE SHEET 2.
10. AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK.
i1. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE
12 FILL AREAS MUST BE COMPACTED TO 907 PRIOR TO PIPE INSTALLATION.
13. THE CONTRACTOR SHALL N07iFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON
AND INSPECTION OF PROJECT. PHONE NO. 760- 633 -2770.
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXIS77NG CITY
RIGHTS -OF -WAY.
15.7HE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS- GUILTS.
16. CON7RACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICA77N TAPE ABOVE ALL
PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS.
iZ 7HE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SA71SFAC71ON OF THE CITY ENGINEER. THESE ARE TO
BE SHOWN ON THIS PLAN.
18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM.
19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING
BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT 7RENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE
500 - 1.1.5)
20.SEWER MANHOLE LINING.
(A)NEW MANHOLES KITH 8 -10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED NTH AN EPDXY PROTECTIVE
LINING SYSTEM PER SEC71ON 500 -2.7 OF THE GREENBOOK.
(B)NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY
LOCKING PVC LINING PER SECTION 500 -2.5 OF THE GREENBOOK.
(C)EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING
SYSTEM THAT MATCHES THE EXISTING LINING FOR 7HAT MANHOLE; FOR MANHOLES WITHOUT ANY EXIS7iNG LINING, THE INSIDE OF THE SEWER
MANHOLES SHALL BE COATED W17H AN EPDXY PR07EC77VE LiNiNG SYSTEM PER SECTION 500 -27 OF THE GREENBOOK.
EXCEPTIONS OR VARIATIONS TO 7HESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY
ENGINEER.
2T.NO ADDITIONAL LATERALS SHALL BE PERMITTED WIIHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSIRUC77ON CHANGE, AND JOINING THE
SEWER REIMBURSEMENT DISTRICT, IF CREATED.
22.MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -IRON TYPE WITH A 36 -INCH OPENING. MANHOLE COVER
INSERTS SHALL BE 24 -INCH DIAMETER WITH LETTERING 'CITY OF ENCINITAS" AND 'SEWER" SIMILAR TO WHAT IS INDICATED ON SDRSD M -1.
BMP PROJECT STATUS
PLANNING AND BUILDING I PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
s-t -16 1
DATE SIGN ATE
�b -y -� - 7 20 -« (0 5 Iw
DATE SIGN DATE SIGN DATE
IT: I UKAWN ti T: I UH%W b.: ENGINEERING DIVISION PROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
EP ED UNDER SUPERVISION OF RECOMMEN ED:sRN A OV IMPROVEMENT PLAN FOR:
DATE: IVISIO4 � � a 1115 WOTAN DRIVE
M.M ��- -- _ DG PROPERTIES FUND, LLC
R.C.E. NO.: 71551 MASIH MAHER
L1�3 /I� o APN 259 - 261 -36
M. AR O EXP.: 12 -31 -17 DATE DATE PLANNING CASE NO: 15 -328 CDP
DRAWING NO.
12818 -1
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UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD
INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD
VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL
NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES
UPON DISCOVERY OF DISCREPANCY.
ABBREVIATION LEGEND
BS =
❑
SIBEW DATA TABLE
LINE
LENGTH
CHORD/BEARING
RADIUS
DELTA
COMMENTS
FLOW LINE
1_1
FINSHED FLOOR
29.40'
N 1'14'32" W
-
INVERT ELEVATION
8" PUBLIC SEWER MAIN SDR -35
�L21
TW =
TOP OF WALL ELEVATION
1 109.02'
N 883748" W
-
-
B" PUBLIC SEWER MAIN SDR -35
FINISHED GRADE
L3
FLOW LINE
190.18'
N 88'37'48" W
-
-
8" PUBLIC SEWER MAIN SDR -35
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD
INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD
VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL
NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES
UPON DISCOVERY OF DISCREPANCY.
ABBREVIATION LEGEND
BS =
BOTTOM OF STAIR ELEVATION
BW =
BOTTOM OF WALL ELEVATION
FS =
FINISHED SURFACE
FG =
FINISHED GRADE
FL =
FLOW LINE
FF =
FINSHED FLOOR
GF =
GARAGE FINISHED FLOOR
!E =
INVERT ELEVATION
TG =
TOP OF GRATE ELEVATION
TW =
TOP OF WALL ELEVATION
390.0
380.0
370.0
LEGEND:
PROPERTY LINE
- -
RIGHT-OF-WAY LINE
EXISTING WATER UNE
- - - --
EXISTING SEWER LINE
- -- -- ; - -- --
EXISTING CONTOUR LINE
-
PAVER DRIVEWAY
PROPOSED TRENCH RESURFACING
CENTERUNE OF ROAD
-
PROPOSED SEWER LATERAL
S
PROPOSED SEWER MAIN EXTENSION
S
FINISHED SURFACE
FS
FINISHED GRADE
FG
FLOW LINE
FL
FINSHED FLOOR
FF
DISTRICT TO UPGRADE TO DUAL PERMEABLE PAVER
WATER METER AT OWNERS EXPENSE SPILLWAY
410.0
cm
390.0 390.0
380.0 380.0
370.0 370.0
NOTE
NEW OR M001t7ED SEWER MANHOLES
TO BE EPDXY LINED AND SPARK TESTED PER
GREENBOOK STANDARDS
2 +00.00 2 +50.00 3 +00.00 3 +50.00 4 +00.00
PROFILE VIEW: PUBLIC SEWER MAIN EXTENSION
PRIVATE DRIVE HORIZONTAL SCALE 1 " =20'
VERTICAL SCALE 1" =5'
PE/ RMEABLE PAVER
SPILLWAY
4" SEWER N�&M W-WER-ftfMM
PC'ft'�- t3 Z-1 PER-10"& 5C-ff1
PRIVATELY MAINTAINED PERVIOUS PAVERS &
OTHER ENCROACHMENTS COVERED UNDER
PERMANENT EMRA PER
DOC. 2016 - 0514580
REC: SEPT. 27, 2016
410.0
l Q1111
390.0
380.0
370.0
1 J
— ---------------------------------
F Pt i � � � � PUBLIC SEWER
� EASEMENT PER
! ;�_ 8" PVC PUBLIC " 1 �- ( DOC: 2016 - 0§14579. 4" SEWER LATERALS I
- - --
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SEIWER- MAIN - - ��� �� �� 1 R EPT. 71, 2016 3
N ER WO 67 -1 -
- - -- - - PER SS-0
oldT Of oWIdFcGTiO� �o-- ,.,�.;�,> =,4
If 38723
o
L'.] TO . lEWE2 pgplul 4s, �* RfP�o LaCCrlio*3 ' , 5a. "%�_O 3 +sa J k
c' �1 +00 5. S . _ IE 387.67
�C�' -rrJRCEY P1N�S
6 it W CQ - 1 i
IRAs — _ ISEX TANG 8 "_VCP IE 387.4
CfFRE& ACING _ 8 PVC SEWER L
R ENCINIT S STD. __.. i � -�- - -� -�! � � <
a /� ERIMAI MAIN EXTENSION 6166APCC " 190.2' LF 8'
° - VlVOT/AN ®, O I FLUSH 6URB S '�' �; SEWER CL
�?, 4 � � �� � - - - - _ _ - -a � *NOTE. � ' '� 6 -�3 PVC PUBLIC (` PER SDRSD SC -Ri
TEW'��AOS e� EXISTING 8" WATER SEWER MAIN pFESS /0
°x EX. SEWER MAIN TO BE \ i
R4{jpXi�A'(� IJ17C- APPIe�1c.jrwrc Lct,ovTl� __. _ \} >;x. .Yv�d E MAIN PER WO 67 -1 >\
o �___ - -_ \ t O CHAE
<of ToR?'( 4rN� of SEM'Ai tha'a -
- o �e 'RE�A�REC T�,S4TKFRaTinN 'REf Rlt cb i TI►E ®•® i Q Z
M �, � S�fIS'fNtTlol•19't TIC EXISTING 8" VCP
,t ( SEWER MAIN • w m No. 71651 o m
o T14E rr�caN�a4 or�r. Tr PLAN VIEW ® PUPLIC SEWER MAIN M Exp. 12/31/17
"' N Gl�l cl'tic'LIN(x bEPt'
Z a SCALE 1 " =20'
JpgT CIV1\_
I
�,l
- TO�P�`C 'PINE Tar 16TT I £ OF CA��F�
PLAN VIEW: SEWER EXTENSION WOTAN DRIVE (,® , T�,�ev.,( 4,NsS To SC %�T�o ;N '&k® Rz ALL cos,s.
20 10 0 20 40 60
SCALE 1 " =20' Z, CEf-T%FIEV - A+ZaD¢ls'( TO if tkl-rC 'Doeta(r hL%-
T¢E+4Cwla(r RcT,vlTq 04 voTAtA T2. % gfoyme, GRAPHIC SCALE IN FEET
IfEEI ccJ10AFA SCALE 1 " =20'
CHANGE NO. DESCRlP710N APPROVED DATE BENCHMARK SCALE A5_--QUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. KKK I
E J\ - PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: A 0 IMPROVEMENT PLAN FOR:
L t+i 1 ZZ DESCRIPTION: PT NO. 1030. "ENC -30" �/ `� 1115 WOTAN DRIVE
LOCATION: CENTER OF CUL -DE -SAC OAK HOPoZONTAL: 1 " =10' _ _ qu-rl DATE ►0 L DG PROPERTIES FUND LLC 12818-1
CREST PARK DRIVE RIAN M. ARDOLINO DATE
RECORD FROM. ROS 18416 VERTICAL: R.C.E. NO.: 716 MASIH MAHER APN 259 - 261 -38
ELEVATION: 3, 48.479 BRIAN M. ARDOLINO It b 7
DATUM: NA V088 REVIEWER INSP C OR SENIOR ENGINEER EXP.: 12 -31 -17 DATE DATE' PLANNING CASE NO: 15 -328 CDP SHEET 2 OF 2