2015-12414 I (Plans) (2)GENERAL NOTES
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 INITIATION OF PERMITTED USE AT (760) 633 -2796 OR
633 -2797, OR AS STATED ON THE PERMIT.
2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND
SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND
UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED
IN WHITE PAINT PRIOR TO CONTACTING (USA).
3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A
CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE
OF THE APPROPRIATE CLASS.
4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE
SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED
AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN
COMPLIANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK ,LATEST
EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE
INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL
WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF
ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO
ORDER ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL
BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER
AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY
INCUR IN PROVIDING SAID TRAFFIC CONTROL.
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO
PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT
RESPONSIBLE CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY
RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD
CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS
AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE
PERMIT SITE WHENEVER WORK IS IN 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. CERTIFICATION FOR ALL MATERIALS AND
WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE
APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY
COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL
BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE
CITY.
7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON
SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK
SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN
APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY
AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL
IS CLOSED, CALL (760) 633 -2770.
8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND
MAJOR ROADS, SHALL BE STARTED BEFORE 7..30 A.M. OR CONTINUE 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 DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON
PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE
CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A
TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE
OFFICE CAN BE CONTACTED AT (760) 633 -2704.
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND
COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO
LATER THAN 3 :00 P.M. ON MAJOR ROADS, DEFINED HEREIN.)
11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM
TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET
WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR
OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL
PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF 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 SATISFACTION OF THE
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED
REPRESENTATIVE.
13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2
OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY
SPECIFICATIONS 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 CITY'S STANDARD DRAWING DATED JULY 31,
1990.
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF
ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER
TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996.
15. TWO SACK SAND - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN
TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT
DESIGNATED FOR REMOVAL.
16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL
ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND
COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE
NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL.
17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS
FROM DEPOSITING IN GUTTERS STREETS AND STORM DRAINS. NO WASHING
OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS.
VIOLATIONS WILL BE REFERRED FOR NPOES ENFORCEMENT AND PENALTIES.
18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS
OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT
USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE DIRECTOR
OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE.
19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST
EDITION, SECTION 201, AND BE APPROVED BY THE DIRECTOR OF
ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE.
20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY
OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE
WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND
THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR
BACKFILLING.
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH
SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL
TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE
EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE
AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE
SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE
INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY
SURFACE.
21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH
SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL
TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE
(3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY
DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED
REPRESENTATIVE.
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED
PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL
EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE
RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY
CONDITION.
GENERAL NOTES CONTINUED...
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 INTERSECTING ROADS
AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS
OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES.
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE
ROADWAY SHALL BE REMOVED BY HAND SCRAPING WASHING AND SWEEPING,
OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE
WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE.
26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED
REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM
BECOMING A NUISANCE OR ANNOYANCE.
27. 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
EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED
SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE
SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING
MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR
DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS,
ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES,
AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING
SERVICES MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING
HIMSELF,' IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH
WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO
30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED.
28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT,
OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE
SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER
APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC
GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER.
REFER TO THE 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 THAT PORTION OF THE SURFACE OF
THE ROADWAY DAMAGED BY HIM, OR IF THE DIRECTOR OF ENGINEERING
SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE
DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR,'
AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED
BY THE DIRECTOR OF ENGINEERING SERVICES.
30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL
BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES.
ALL OSHA REGULATIONS SHALL BE MET.
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE
METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING
AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING
SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS
A 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 PITS MAY BE
REQUIRED.
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE
APPLICANTS SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250
LINEAR FEET TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING
INTERCONNECT WIRES OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING
SERVICES HAS A SPECIAL CONCERN.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED
WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED
34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE
BEST INTEREST OF THE CITY, FOR VIOLATION OF THE PERMIT CONDITIONS,
OR FOR THE CREATION OF A NUISANCE, ALL UPON NOTICE GIVEN BY THE
DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE.
IN THE EVENT OF SUCH REVOCATION, APPLICANT SHALL IMMEDIATELY CEASE
ALL OPERATIONS AND RESTORE CITY RIGHT -OF -WAY AS DIRECTED BY THE
DIRECTOR OF DIRECTOR OF ENGINEERING SERVICES OR HIS DULY
AUTHORIZED REPRESENTATIVE. AFTER NOTIFICATION, CITY MAY TAKE FULL
POSSESSION OF THE AREA. APPLICANT SHALL PAY TO THE CITY ANY AND
ALL COSTS INVOLVED, IN THE EVENT THE CITY HAS TO RESTORE CITY
PROPERTY OR REMOVE ANY ITEMS INSTALLED BY THE APPLICANT.
35. THIS PERMIT MAY BECOME VOID IN THE EVENT THE USE PERMITTED
IS NOT STARTED WITHIN SIXTY (60) CALENDAR DAYS FROM THE DATE OF
ISSUANCE OR IN THE EVENT THE PERMITTED USE IS ABANDONED FOR A
PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION HAS
BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT
AND PAY ADDITIONAL FEES. UPON COMMENCEMENT OF WORK, ALL
OPERATIONS, INCLUDING CLEANUP AND RESTORATION OF THE CITY
RIGHT -OF -WAY, SHALL BE COMPLETED WITHIN THE TIME LIMIT SPECIFIED
BY THE PERMIT.
36. THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND
OFFICIALS AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES,
WHICH MAY IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE ISSUE
OF THIS PERMIT OR ANY WORK PERFORMED IN CONSEQUENCE THEREOF.
37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND
EFFECTED UNDER THIS PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE
OF FINAL INSPECTION. ANY REPAIRS REQUIRED DURING THE GUARANTEE
PERIOD SHALL BE MADE AT THE EXPENSE OF THE PERMITTEE. AT THE
OPTION OF THE DIRECTOR OF ENGINEERING SERVICES REPAIR WORK MAY BE
PERFORMED BY EITHER THE PERMITTEE OR THE CITY.
38. PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WITH ALL
CONSTRUCTION PERMIT PROVISIONS AND STANDARD CONDITIONS.
WATER NOTES (SANDIEGUITO WATER DISTRICT)
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 DATE OF ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF
PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE: (760) 533 -2709. ALL WORK PREFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE -
CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT
INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS.
PHONE. • (760) 633 -2709.
4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE
MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER
DISTRICT AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE,
TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF
STREET.
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX
FOR EACH RESIDENTIAL LOT.
WATER NOTES (SANDIEGUTF0 WATER DISTRICT)
CONT VgTD...
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA
DIVISION OF SAFETY FOR ALL TRENCH WORK.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK
EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL
BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER
LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF
ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS
APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE
ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES'
STANDARDS COMMITTEE (WASC) SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF,
OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT,
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E. LINE
CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED
BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW
DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT
OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND
ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING
WATER SERVICES.
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METERS VALVES, VALVE BOXES, ETC.) THAT
ARE EFFECTED BY THEIR PROJECT.
21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER
ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS
WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN
END PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140
FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFELCTION 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 LENGTHS SHORTER THAN 9
FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE
DISTRICTS REPRESENTATIVE.
23. 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.
24. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS, AND SERVICES
SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH
WC -17 OR WC -18.
WCM=A4AP
(T. B. #1 147-A4) NTS
XVL R I a
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT,
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING
OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST
CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER
STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN
SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE
ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD
PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE
TO LWD PRIOR TO CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION
OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE
OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF
THIS PROJECT.
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT
ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE
IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE
CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED
BY DISTRICT ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER
MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL
LOCATION BY THE CONTRACTOR.
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL.
THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE
WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING
SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE
CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED
AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES
OR SHALL BE MADE BY 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.
16. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN
THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY
PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN
LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY
PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED
MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED.
17. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS
AND OUTSIDE DIMENSION 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 SLIPPED ALL THE WAY ON TO ONE PLAIN LA N END
PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND
A.P N.:
254- 313 -07
SITE ADDRESS
914 N. COAST HWY 101
eI119 61110FR.
KoP16011NG• WA`11o1
1656 m • Cow N 1 W
ENCINITpS I CA °1uS4
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS° THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS AND STANDARDS REFERENCE DRAWINGS.
S.D.C. = SAN DIEGO COUNTY
S.D.W.D. = SAN DIEGUITO WATER DISTRICT
S.D.P. = SAN DIEGO PRECAST
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
OU-03
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.
NO. ITEM & STD. DWG. STDS SYMBOL QTY
CONCRETE RIBBON GUTTER 100 LF
EXISTING RIGHT -OF -WAY
LOT LINE
EXISTING RIGHT -OF -WAY CENTERLINE
EXISTING EDGE OF PAVEMENT - >, - , - - - - --
EXISTING SEWER
12' PVC SO PIPE
EX 12" SO PIPE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECTOR UNDER MY CONTROL
_ 1IL_.-
IhYI�• .
A
DATE
FRIK WLMQR DATE
KoploN, IrIC.
x(050 N. CoA3r 01baw►w 101
THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN
---3TATEAffiNT OFD" Gfl0ER OF �jl® ENO1�'1T►}5�0A 92o2y
THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS
MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED ��
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
1B. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO
PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL,
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR
OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON
PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE.
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLLITY FOR THE PLANS OR
SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
19. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION.
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
20. THE EXISTING SEWER IS A 10 -IN. VITRIFIED CLAY PIPE (VCP). IN LIEU OF
BY.
CONNECTING LATERALS PER NOTE 19, CONTRACTOR MAY USE SADDLE CONNECTION PER
FOLLOWING
BRIAN M. ARDOLINO- DATE
RCE No. 71651
a. PROVIDE A GPK PRODUCTS INC OR EQUAL, SADDLE WITH EPDM RUBBER GASKET
PASCO LARET SUITER & ASSOCIATES
SUITABLE FOR MOUNTING TO THE 10" OUTSIDE DIAMETER OF THE B" VCP PIPE
535 N. COAST HIGHWAY 101
b. TRACE THE INSIDE GASKET DIA. AT A POSITION 45 DEG. ABOVE HORIZONTAL W /WYE SOLANA BEACH CA, 92074
ORIENTED TO DISCHARGE IN SAME DIRECTION AS FLOW
c. CORE VCP PIPE TO MATCH THE SADDLE
PLSA 2248
d. STRAP THE GASKET & PVC SADDLE TO THE VCP WITH TWO 112 -IN. WIDE TYPE
316 SS PIPE BANDS TIGHTENED TO 60 IN -LBS MIN.
e. CAST A 2 -SACK SLURRY CONC. LUG MIN. 6" THICKNESS AROUND NEW SADDLE -WYE
CONNECTION. CONC SHALL NOT EXTEND BEYOND WYE
Q pFESSI
R 0
40_,tCNAEC dq<
No. 71651
Exp. 12/31/15
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Cast highway 101 Ste A Solana Such, CA 92075
ph 858.251.5212 1 ffa 558.259.4812 1 pbsaengnneering.com
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DIST. IOUBLICIMAM PLANNING & BUR DING AS BUILT ENCINITAS PARKS & RECRF.ATI ®N DBPT.
APPROV'D APPROVE SEWER SYSTEM: APPROVAL APPR7 G APPROV APPROVE
BY: 1 �'% BY: �'- 2/ �� BY: _ BY: �C- �r - -- BY: BY:
'000, W �� p
DATE: '� DATE: g- (e - /S ASTEVE DEERING, RCE 26514 DA DATE: d J� g - ( o '
LWD DISTRICT ENGINEER DATE: DATE: DATE: 4'A/
SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENL K SCALE
DESIGNED BY DRTRGev CHECKED BMA ev APPROVALS CITY OF ENCINnAS ENGINEERING DEPARTTvIENT DRAWING NO. SAN EW si( 5AW ill CITY OF ENCINITAS CONTROL POINT ENC -32 PL NS PREPARED UNDER THE SUPERVISION OF REV PLANS FOR THE IMPROVEMENT OF:
FD. 2" SD. CO. DISK IN THE TOP OF EAST
W C CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL NIA DATE: 6'Z(-15 I� BY: /+ -�..- 11
& 2.5' NORHT OF THE DRIVEWAY INTO THE i 1 -�
ENCINITAS CITY ADMINISTRATION OFFICES, C GLENN PRIMM 914 No COAST 1��VVY 101
R.C.E. N0. 71651
AS SHOWN ON RECORD OF SURVEY N0. 18415. VERTICAL N/A � PUBLIC WORKS DIRECTOR
BRIAN M. ARDOLINO EXP. 12-31-15 DATE: f S DATE: $-2 7 -/h
DATUM: NAVD88 ELEV.: 92.00' _ CASE 1'1 -f0'1 HW�CDP A.P.N. #254 - 313 -07 SHEET 1 OF 2
PE 2248
TC 54.3 FS @ 53.66 (FS 53.23) FL 53.06 (FS 53.12) FS @ 53.24 ,, (FS 53--38) FS @ 53.47 FS @ 53.56
(FS 53.8)
q. ..;if f, tlr r r r /tf';fjf. '1 "� r ,r +j'`/ J• j ! 'tj',,)rif,`r';rd �tr.. /`[`lA %`rf �;t /1rt's(1i�'( -( ",• 'f',fr %f`!i rf( t +itj / +r, /lrr�..t+ `fJ �r + +. - 4
T
C54.6 TC,54:86
+(t�l r,, ., if f�r�/f dl /���11r7 f%+•,
° (FS 54.1) 1 f' � / /rrj rft , rl l) � r� � , � � � J "rdtl/ 1�l t �l'' f �/ al� -
FS .3� �q ,tPub'l,r, %hf��� tf� �' � � � � f'� �� � ", �ffl � f�f��/ �.11 1 1�f1
_ sr / � / � t / , / � 1 � '� r il, frl.ii f .
fl f f, ll /., ( r r f �f i ,,� ;,
Fs 53sB ` . , � ,., r ' ; +, ' , 'ray , + 1�t l , , rf /t �' • + , • , -,� rl/ 1�� f/ l r � , � (FL 52.e4) PLAN V1�W: HIf3HWAY 101
EASEMENTS PEP "f! tf 1 - IDED BY
n (FS 54T33) °3. 68 +5 1.0% a 1. a 0.4% y 1e0.4% +OOQ y o ' ` . . _. SCALE. 1 -10 FIRST AMERICAN PT ITLEICOMPANY T DATEDPB- 27-14V
a
® - EX- �s 8_ � __ j r�' fj +,,/i r �f /11 ? /f +" j t' ��1� /; tJ; f1'1'f. / t i / f r' _f +.' zh ,; ��� � rf l ' a! f1 r� rJf / r/i tlJf `% , % +•1.'t + f' i! , f
i
O
PUBLIC ROAD EASEMENT TO THE STATE OF CALIFORNIA
b C , PER BOOK 320, PAGE 266 OF 0. R. RECORDED B -20 -34
;fit 1
TC 54.0 ; a \ a� °` a 5 ti9J 536U -' d(FS 5346) r�, +• _ _ _ 4(FS 53!17) 1 (FS 53.05) I' FULL R. LIMIT OF ALLEY
FS 54.0 y N15 45 077V 200.00' � FULL REPLACEMENT
TC 54.0 r ;AS:+ n r (FS (FS 53.11) (FS 52.93)
(FS 53.30) 53.22) 1
(FS 53.5) r'. E ' " c � - (FS 53.02)
r.
EXISTING
- - BLDG WALL INSTALL CONC. K (
I \,
� - A%' F3L I APN 25"13 -07 RIBBON GUTTER FS ti4.54 �j (FS 55.8)
u. ��' -� �I (�- �`' TRANSITION PAVEMENT FS 54.74'% FS 55.03
n,
AS AEE
s
p� ,
- te-
EAST - #74- (7'137- 19. -- _ r r s;� PLAN VIEW ALLEY Il1�ROVBMISiVVT'S WEST d FS 54 04 b nfi ° ' �4 7 a a
° �y a° OX ° f QROFESSION9
® " I rtv .; �, a �. O GHAEL l
SCALE.' 1 " =10' i 20' �, 5472 -TCa c ,Fwnr '�, Bet` <T Ai, 5�iO:.T t 1, F Z 4
[ 4W �Q 9oFy
, .i 1 kO a . - IL] ° ° � 54.38 FaS1.4f.60 FS) �I N O< Z
10' 10' a o ti
w m No. 71651 o m
FS 54.67 ��� Exp. 12/31/19
WIDEN AS MUCH MIN SLOPE % EXISTING o o ° n FS 54.47 PS- n.94 AS REASONABLY VARIES �� FS 54.14
POSSIBLE - - A� �I - BLDG WALL u`� ! �,'- TC 54.4 EX AT &T CABINET% EXISTING CONC TE v. SJq� CIVIC-
METERS &HH S PROPOSED G -26 SIDEWALK ALONG F
4" AC OVER 6" �- COMPACT SUBGRADE TO 95% �- �` (FS 53.9) TO REMAIN DRIVEWAY APRON LEUCADIA BOULEVARD OF CA
LI
CLASS IT A8 RELATIVE COMPACTION PER G -11
MIN. SECTION PROPOSED 3' CONC RIBBON
GUTTER - 7.5" CONC OVER "
CLASS YI AB PER SDRSD G- 13 'C r ✓
AS BUMT PASCO LARET SUITER
PLAN VIEW: LEVCAnIABLVD & ASSOCIATES
BY: GRAPHIC SCALE 1"=10' TYPICAL SECTION ® ALLEY SCALE: 1 " =10' CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
DATE: 0 10 20 30 STA 68 +30 TO STA 69 +30"1" ph 5815 .821 Highway 1f 101, 58 Ste 4 2 1 p1s engi Beach, CA 92075
IDS 8sel.as9.Ilafl2 1g 8s�.2s9.�81a I pflBaBmmSlmmeerlmmg.c ®ffi
NOT TO SCALE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKS BY APPROVALS C= OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BMA
C SH CITY OF ENCINITAS CONTROL POINT ENC -32 PL A R ED UNDER THE SUPERVISION OF RECOMMENDED APPRO PLANS FOR THE IMPROVEMENT OR
FD. 2" SD. CO. DISK IN THE TOP OF EAST �,/ ,/
CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL I"=10' - DATE.- �Pi BY: _- BY; _ ,/ N. 12414 -I
ENCINITASR CITY FADMINISTRATION IOFFICES, 914 N. COAST HWY 101
R. C. E. NO. 71651 DATE: DATE: �.__
- AS SHOWN ON RECORD OF SURVEY N0. 18415. VERTICAL 1 "= 4' BRIAN M. ARDDLINO
DATUM: NAVDBB ELEV.: 92.00' EXP. 12 -31 -19 CASE NO. 17 -104 MIN /CDP A.P.N. #254- 313 -07 SHEET 2A OF 2