2015-12593-I (Plans)GENERAL RIGHT OF WAY NOTES: PUBLIC STREET IMPROVEMENT PLAN OWNER /PERMITTEE
SHEAHOMES
1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL n 9990 MESA RIM ROAD ITE
KNOWLEDGE
NOTICE E ASSIGNED CITY INSPECTOR WHO SHALL (760) EN NOT LESS THAN HOURS
OR AS 1911 -1941 VULCAN AVE., ENCINITAS SAN DIEGO, CA 92121 AVE.
STATED ON THE PERMIT. GENERAL RIGHT OF WAY CONT. SITE ADDRESS
CONTROL 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE STORMWATER POLLUTION CONTROL BMP NOTES 1911 -1941 VULCAN AVE.
MUST BEM LOCATION OF UNDERGROUND
WHITE PAINT PRIOR TO UTILITIES
CONITACTING (USA) 422 -4133. THE PROPOSED DIG AREA 27IMMEDIA IMMEDIATELY ACKOFILLINGN AFTERRCOMPLETION OFT THELREFILLING SURFACED THE ENCINITAS, CA 92024 5
BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED RELATIVE TO CONSTRUCTION ACTIVITIES A.P.N. #2,6_052_,$ j
3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY
CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS. REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF
CONCRETE WASHOUT:,
THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE LEGAL DESCRIPTION n
4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE,
TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR ALL THAT PORTION OF EATONVILLE, IN THE CITY OF E.
SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE DESIGNATING CONVEYANCE SYSTEM ENCINITAS, COUNTY OF SAN DIEGO, STATE OF " v r.
CITY INSPECTOR IN COMPLIANCE WITH THE .WORK AREA TRAFFIC CONTROL HANDBOOK., LATEST REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK.
OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. s, s
EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CALIFORNIA, ACCORDING TO MAP THEREOF N0. 513, '
PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES CONTINUALLY MAINTAINED. CONSTRUCTION SITE ACCESS: FILED IN THE OFFICE OF THE COUNTY RECORDER OF
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDE SAN DIEGO COUNTY, MARCH 20, 1888, AND OF THE
ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROP TO 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS NORTH ONE HALF OF THE SOUTHEAST ONE QUARTER OF
PROTECT
CITY HE PUBLIC IN SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT SURFACE OF S BEEN REMOVE ABYO OTHERS, THE PERMITTELLSH LL REPLACE RSECTION WITH A
SHALL STANDARD TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED THE S SOUTHWEST N ONE QUARTER ER OF SECTION NO MET MERIDIAN,
THE PROVIDING SAID TRAFFIC CONTROL. (� ROCK AND/OR CORRUGATED STEEL PANELS /PLATES. ACCORDING UNITED STATES GOVERNMENT SURVEY APPROVED
1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, HE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT CONSTRUCTION VEHICLES: OCTOBER 25, 1875.
SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR.
WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VICINITY MAP
CONDITIONS AND TRAFFIC CONTROL AHANDBOOK SHALL BE APPROVED PLANS.
AIILABLE AT THEHPERM T PERMIT SITEPLANS
WHENEVER WORK IS AREA
N 29OR IF, REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY REFUSE
HIM, OR IF RESURFCE VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS OWNERS CERTIFICATE
PROGRESS. ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL SHALL BE MADE OFF -SITE. NOT TO SCALE
CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF EROSION CONTROL: I(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. A
CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY SIGNATUR�_ __ ___________ _ _ _ __ DATE:____
7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. JOHN VANCE
HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE EROSION CONTROL MEASURES. �
AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) BORE PITS MAY BE REQUIRED. SIGNATURE: _ /
` JONATHA _____ Y
DATE:
633 -2770. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE N ARNE
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
STARTED
NO WORK HALL BEGIN BEFORE ORE 9N00 A.M. OR CONTINUE AFTER 3:OO P.M. ON PRIME ARTERIALS AND
RC WEEKDAYS. INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER
HAS A SPECIAL CONCERN. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT SOILS ENGINEER'S CERTIFICATE
OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE YEARS SHALL BE CATEGORICALLY DENIED. PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. I, TREVOR E. MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ACTIVITIES ARE COMPLETE. SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY
ME OR UNDER MY DIRECTION ON JANUARY 13TH, 2016. ONE COMPLETE COPY OF THE SOILS REPORT
ENGINEER OR A LICENSED LAND SURVEYOR.
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
HEREIN. 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 THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
ON -SITE CONSTRUCTION MATERIAL STORAGE:
INCORPORATED THE G A NG PLANS AND SPECIFICATIONS.
11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. SIGNED: !�
PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITIN SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY �.
CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL `..,
RCE NO.: _ __6_3_7_7_3____ __ _______ _ ______
FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM
FLAGMAN. EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY t> E. {,
LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT e>' .i� �.
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM EXP. DATE: 9'30 = ib
12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED �, - ------- - - - - -- 'A v
TO ADDRESS THE TREE REMOVAL. CONCENTRADED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE G1946 -32 -01 a ~No- RCE63773M m
REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY JOB __________________ w
AUTHORIZED REPRESENTATIVE. COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A # ------ - - - - --
36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
GEOCON INCORPORATED s
13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2. OF COLD MIX ASPHALT OR TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY TRAINING: 6960 FLANDERS DRIVE A CEVE�
METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES DIRECTIVE 09 -06 AT NO COST TO THE CITY. SAN DIEGO, CA 92121 Qz CALF
ARE REQOIREDE CICTY'S STANDARD COLD MIX ASPHALT RAMPS ON Y ALL 1�(44) SIDES AND MUST BE MAINTAINED. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL 858- 558 -6900
EROSION CONTROL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL ST THE CITY ENGINEER OR HIS DULY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT -I�!OMIE14jj U9lyAT �J qF_- S!_v?S24 HOURS A REQUIREMENTS.
HEE PROPERTY OWNER(S) AND THE SHALL RIIME BE ONTRACTOR MUOST WORKING
ON SITE. TORS
AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, DAY. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STATEMENT OF ENGINEER OF WORK
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING WASTE MANAGEMENT:
15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGIND HER
SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS DIKES SHALL
LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS ENGINEERING INSPECTOR. / OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
BACKFILL. BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH RESPONSIBUITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER
GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
PENALTIES. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE' OPERATIONS OF CIRCUMSTANCES WHICH MAY ARISE. AROUND THE SITE. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. /J
STORMDRAIN INLETS ON PERVIOUS SURFACES. SIGNATURE: DATE: 2 -b -Ifs
19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL FROM THE STREET, GUTTER, AND STORMDRAIN. ST VEN R. ES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FR
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE BE INCORPORATED HEREON. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN R MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF CONSTRUCTION SITE.
20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL SLOPE AT THE CONCLUSION OF EACH WORK DAY.
BE PROGRESSIVE. NOT OR
DISTURBED AT ONE ME MORE REMAINING TWID WIDTH OF A
SHALL TRAVELED BE FOR
9' WORK WORKING DAY WHEN PROTECTIVE DEVICES
DAY RAINNPSHALL PROBABILITY FORECAST EXCEEDS BFORTY PERCENT CONTACT THE INFORMATION
ENG ENGINEERING DIVISION, DIVIIS ON,ACITY OF ENCINITAS NITASC AT (760) 633-2770. -D REQUIREMENTS PLEASE SHEET INDEX
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS NOTIFICATIONS SHEET DESCRIPTION
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 1. TITLE SHEET
AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 2. NOTES
OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 3. PLAN AND PROFILE
SURFACE. KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 4. PLAN AND PROFILE
21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
MINIMUM SEPARATION OF THREE (3 ) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. COMMENCEMENT OF WORK:
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760) 753 -0155
AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY D. WATER - AN SDIIECGBIEO WATER jISTRI 341 1 800- 227 -26 00 BMP PROJECT STATUS
CONDITION. E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 IMPERV 0 US AREA
23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING EXISTING IMPERVIOUS AREA: 7,343 SF STANDARD
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. ANY WORK ON THIS PROJECT. PHONE: - 633 -2770. 760 PROPOSED IMPERVIOUS AREA:6,492 SF
DECREASE IN IMPERVIOUS AREA: 851 SF
PHONE: ( 760)-633-2770. NOTE: THIS PROJECT MUST BE PERMITTED BY FEBRUARY 16, 2016
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE IMPERVIOUS AREA REPLACED: 6,492 SF AND CONSTRUCTION MUST BEGIN WITHIN SIX MONTHS AFTER
KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: FEBRUARY 16, 2016 TO RETAIN "STANDARD" PROJECT STATUS.
(760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT PROPOSED OFFSITE IMPERVIOUS AREA: 3,873 SF
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED TO REJECTION AND REMOVAL.
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A POFESSIQ
CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. F.�PN R In
26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS
DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM ��`' Z LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE PROTECTION DIST.
BECOMING A NUISANCE OR ANNOYANCE. w v' ND. 65124 m
PROVED LWD DISTRICT ENGINE E /� SDWD W15 -130
OA TAL LAND LUTI N ' IN t zr PUBLIC SEWER SYTEM APPROVAL
577 SECOND STREET I
ENCINITAS, CA 92024 S'Tq CIVIC P�tiP E HEN D RING, PE REC - /DA E Z�3 /� Z�`��I� �r -2 ^!� - - - - V,
PH (760) 230 -6025 OF CALIF ��K -- 9� SIG `DATE SIGN - - DATE SIGN a DA"f SIG DATE IGN DATE
FAX (760) 230 -6026 FIRM EXP. DATE
SIGNATURE EXPIRES TWO YEARS AFTER DATE SIGNED
?TUFiE� l B�9YIaN of F1R_E- Ft+LbEL►Nt n r7 ��� APPROVED DATE DESIGNED BY DRAWN BY CHECKED BY
CHANGE N0. DESCRIPTION BENCHMARK SCALE AS -BUILT - - - sR� A N sRJ ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
PUBLIC STREET IMPROVEMENT PLAN FOR:
-- - a n ^ - DESCRIPTION: CITY of cARLSBAD CONTROL NETWORK PLANS PR ARED UNDER THE SUPERVISION OF RECOMMENDE APP
- LLN' /Sj j �_D -ZS Au S O,C fPl��1i -/ Cq.� ,�. ✓y� Sil6 POINT CLSB -022. 2" IRON PIPE AND DISC
r �� MARKED PATH AT 022, LS SIDE HoRIZONAL___�A DATE: L.s -1o._ /�/�. iyt _ r �4 1911 -1941 VULCAN AVE. 1 Q
_ [AS_:wt1,.T�. 5►J.w�'' CC, L'i0•_,� ,_ ___ -__.- LOCATION: IN AC PATH AT NORTH SIDE OF LA COSTA - -- - - � - - - - -- -� 125V 3- I
AVENUE SHOULDER. DL VULCAN AVENUE E3 FEET _- - - �- ���. -4 - R.C.E. NO. 65124 MASIH MAHER GLENN PRUIM DATE
OFF VERTICAL �A STEVEN R. JONE , R.C.E. 65124 DATE STEVEN R. 4ES ENGINEERING AND ENCINITAS, CA 92024
- -- ELEVATION = 62.949' EXP. 9 -30- , EXP. 9- 30 -17� PUBLIC WORKS DIRECTOR
DATUM: NAVD88 DATE PLANNING CASE NO: 07- 031CDP rTM DR, 14 -306 DRMOD /CDP A.P.N. 216 - 052 -18 SHEET 1,, . OF 4
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LEUCADIA WASTEWATER DISTRICT
SEWER INSTALLATION NOTES
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 OVER 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 AND 3 ON THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR 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 72 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 LWWD 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 LWWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED
OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER 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 WAYNE BALLED, LOW PRESSURE AIR
TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO
CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE
AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL
BY THE LWWD INSPECTOR PRIOR TO PAVING.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES,
MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW
MANUFACTURED WYES. FOR INSTALLATION OF GASKETED PVC SADDLE WYE ON
EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND
MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO INSTALLATION.
CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE
LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS
SHALL BE REPARIED IN ACCORDANCE WITH LWD STANDARD DRAWING S -32 TYPE II
REPAIR. 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.
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. 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.
18. 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 THORUOGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR
COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED 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
MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWWD DISTRICT
ENGINEER.
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 OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED
EQUAL, STRAIGHT ORTRANSITION COUPLING SHALL BE USED WITH GASKET
RANGE FOR EACH END OF THE COUPLING 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.
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 TIME 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.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF
BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR INSPECTION. PHONE: (760 ) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH
THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER
IMPROVEMENTS. PHONE: (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.
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 907., PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS
TO THE ACCURACY, 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 CROSSING, 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 DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITEE (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 HIGHT DEFLECTION
COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL
DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLING. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND
BEVEL END FOR USE WITH DEFLECTIOIN 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
COUPLINGSFOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED
TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FOR 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 DISTRICT'S REPRESENTATIVE.
1. CALIFORNA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED INTHE
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 WITH
CATHODIC PROTECTION 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 ORPORATION STOP REMOVED AND
SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR.
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS 255
EXISTING CONTOURS
EXISTING EDGE OF PAVEMENT - 77-�r --
CENTERLINE -
EXISTING WATER MAIN -WW-
EXISTING SEWER MAIN - - -S - -- - - --
PROPOSED SEWER LATERAL S -17
PROPOSED WATER SERVICE WAS (WS -09) (WC -17) H�W
RESIDENTIAL FIRE HYDRANT WAS (WF -01, WF -04) ►N
EXISTING FENCE --
EXISTING RETAINING WALL
PROPOSED FREESTANDING SCREEN WALL
PROPOSED FENCE
LIMITS OF GRADING
BUILDING FOOTPRINT
DRAINAGE DIRECTION
FLOWLINE SWALE
G -3 CONCRETE CURB GUTTER
AND SIDEWALK
D -25 CURB OUTLET
PVC STORM DRAIN PIPE
(SEE GRADING PLAN)
PROPOSED HARDSCAPED AREA
SEE GRADING PLAN
=611619?11711:1I:1,I"i:144922A ".1
12" BIORETENTION OVERFLOW DRAIN
AND 3" SIDEWALK UNDERDRAIN D -27
G -14A DRIVEWAY APRON
6" HMA PAVING OVER 12"
CLASS II AGGREGATE BASE
-X X-
W W
I
2" GRIND AND OVERLAY
HATCHED AREA REPRESENTS LANDSCAPED
TREATEMENT AREA FOR BEST MANAGEMENT
PRACTICE TO BE CONSTRUCTED TO
SPECIFICATIONS OF BIORETENTION PLANTER
AREA DETAIL ON THIS SHEET. AREA NOT TO LL -1
BE MODIFIED WITHOUT PERMIT FROM THE CITY.
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COASTAL LAND 11 � rn No. 65124
Lo JILS SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024 �T CIVIC
i.� PH (760) 230 -6025 qTF OF CNk
1._ s FAX (760) 230 -6026
DESIGNED BY DRAWN BY CHECKED _BY___ --
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT -- SRJ sRJ -SRJ ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
FA - - - -- - - DESCRIPTION: CITY of CARLSBAD CONTROL NETWORK PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED APP V PUBLIC STREET IMPROVEMENT PLAN FOR:
POINT CLSB -022. 2" IRON PIPE AND DISC -
-- A - - - - --- - - -- MARKED "CLSB -022, LS 6215" HORIZONAL N/A n �l 125 93- I
A� �v�t' L"rS SFA�k.iA{6 C 1' e10• LOCATION: IN AC PATH AT NORTH SIDE OF LA COSTA n DATE - ?' "� "�� ! Al _ VIVA; 1911 -1941 VULCAN AVE:
- - -- AVENUE AND VULCAN AVENUE 13 FEET�/[�, / - /.S =/U MASIH MAHER GLENN PRUIM DA E
OFF OF SHOULDER. -- =- ---- -- -- - - -- R.C.E. NO. 65124
VERTICAL N/A STEVEN R. JON E-5, R.C.E. 65124 DATE STEVEN R. ES 21iyI16 ENGINEERING AND ENCINITAS, CA 92024
-- --- - - - - -- - - - - -- ELEVATION = s2sas' EXP. 9 -30 -17 EXP. _ 9 -30 -17 PUBLIC WORKS DIRECTOR
DATUM: NAVDBB DATE PLANNING CASE NO: 07- 031CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. 216 - 052 -18 SHEET 2 OF 4
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EDGE STRIPE EDGE
GRAPHIC SCALE 1 " =10' STRIPE STRIPE -..
EXISTING DIKE
11' 11' 4.5'f ='
~ ALL EXPOSED EARTH TO BE SEE LETTER OF PERMISSION FOR \
0 10 20 30 G L ... 5.4% 18 P F STABILIZED AND REVEGATATED OFFSITE GRADING DATED �+
_ _ 3 E / L
- . 10.5%
N TYPE B 8" DIKE
18' WIDE 2" DEEP PER SDRSD G -5 REMOVE & REPLACE DRIVEWAY
\� CONFORM GRIND 6" HMA PAVING 6° NTH 4' CLASS HMA I BASER ' \
SAWCUT EXISTING �n �
EDGE STRIPE �i CONSTRUCT 3' WIDE ,RIBBON \
'\ , 12" CLASS II AGGREGATE BASE
\ a REMOVE EXISTING PAVEMENT D GUTTER PER SDRSD G -12 OR
\ \ (WIDTH VAIRIES) EQUIVALENT \
FL =52.52 l �'
�\ \ \\ \ \\ \ \\ \ \\
LO X SECTION B - VULCAN AVENUE
NOT TO SCALE \ / --EX
TING CONCRETE -
\ \ \ \ \ \ \ \- \ WALL (PROTECT)
0 \ \ \ �,� FL 52:45 / \
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X EXITING\CONCRETE DITCH d \ \ \ \ '\ \ \ \ _ _ X % ,— — / r / / / ` \
\ \ \ \ \ \�
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2- X AND OVERLAY
Ln
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HMA OVER / APPROXIMATE
( — --' — 12° CLASS II BASE
S• _._ _ � � O��P / � ` ' \ \ �.. � � � � �, '-� — ,.._- — � — .. -- � — ' - _ / ,,- � PER WO -57 -26 EXISTING 6" AC WATER MAIN
i \
�Q 8 TYPE B DIKE ®� ' — — —
55
\ \ \ PER SDRSD G -5 — — _ —
�' '' � � � �'�-� --� " � — _ � ` ���'- — - - — — _ _ — -' APPROXIMATE LOCATION
_ _
\\ S /_... `` �� � _...`. ___ '- --.=_• --- - - - -'" - - --'_ - - -" - _ --'' // Ln OF SEWER MAIN
— — — _ ,
— — — — — — — — — — — — —
-----------------------
\ SAWCUT AT EXISTING
EDGELINE STRIPE
A
\� -- - - - -- �w SCAN
- - -- - - - - - —
— o /
\ \\
cn Cc
/
'�✓� \ / / /
\ \ _ G/L
� -NEW STRIPE NEW R/W
EDGE EDE
C/L EDGE ' \ \\ J STR PE S RIPE F/L
EDGE
STRIPE STRIPE STRIPE 12' 12' 3.5' 5' 5' 8't
EXISTING DIKE- 11' 3.5't \�\ 6° v CO
—�_ - --
' ALL EXPOSED EARTH TO BE
3
STABILIZED AND REVEGATATED a to ro F �yry. • �yyry ry D• ry
4-p b.
6.3% " EX 1 8
18 EP IFL
F5 16%
- J_1 gq TYPE B 8" DIKE — _ — — Fy/ ��5% �� 15�
PER SDRSD G -5
18" WIDE 2" DEEP
CONFORM GRIND 6" HMA PAVING 18" WIDE 2" DEEP
CONFORM GRIND 4" HMA PAVING
SAWCUT EXISTING
EDGE STRIPE 12" CLASS II AGGREGATE BASE 6" HMA PAVING 6" CLASS II AGGREGATE BASE
REMOVE EXISTING PAVEMENT 12" CLASS II AGGREGATE BASE 7" CONCRETE RIBBON GUTTER
(WIDTH VAIRIES)
P ER SDRSD G-12
SECTION A - VULCAN AVENUE SECTION C - PRIVATE DRIVEWAY
NOT TO SCALE
NOT TO SCALE
- - - -- - — 3
_
- - -- - - _ -°° LOO°
55 ca° . �_ o+O ±`" , ^gin n
+
55
T a° - Ian v~ii v~iv� e
°zoo d°' a� a n F II j ��
�w I- _j v~iLJ N� r— FINISH GRADE FLOWLINE N� --.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
- -- DL�%AfiaN QF - NFr!'�'•�r P45. APM WALL - - -- - - -- DESCRIPTION: CITY OF CARLSBAD CONTROL NETWORK
- ,_- ,- NORTMO, 0-25 AMP _ �tiRETEN'f�O�L POINT CLSB -022. 2" IRON PIPE AND DISC
p - ---- MARKED "CLSB -022, LS 6215" HORIZONAL N/A
_- �.Qf�L -(' solos" Cf l•_s0•_�9 _ —„ _ LOCATION: IN AC PATH AT NORTH SIDE OF LA COSTA
AVENUE AND VULCAN AVENUE 13 FEET
OFF OF SHOULDER. VERTICAL _NA
ELEVATION = 62.949'
DATUM: NAVD88
COASTAL LAND w No. 65124 m t/1
PROFILE - EASTERLY FLO WLINE VULCAN AVENUE SOLUTIONS, INC.
577 SECOND STREET %
SCALE: 1 " =10' Horiz, 1 " =1' Vert C L ENCINITAS CA 92024 s P
PLANS PR ARED UNDER
STfVEN R. JONE R.C.E. 65124 DATE STEVEN R. J NES
EXP. 9 -30 -19
PH (760) 230 -6025 T4
1FOQ��
OUlV1
FAX (760) 230 - 6026
1-�
Y-- CHECKED
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
-_ -_ -- _ -- --Y
SRO
THE SUPERVISION OF
RECOMMENDED APP 0 D
PUBLIC STREET IMPROVEMENT PLAN FOR:
[�1
DATE: 1-4-1110 _
/1& M ��/�
1911 -1941 VULCAN AVE.
12593 -I
R.C.E. NO. 65124
MASH MAHER GLENN PRUIM DA E
ENGINEERING AND
ENCINITAS, CA 92024
0
2110116
EXP. 9 -30 -17
DATE PUBLIC WORKS DIRECTOR
PLANNING CASE NO: 07- 031CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. 216- 052 -18
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L " 1
NOTE:
1 EXISTING OVERHEAD UTILITY SERVICES TO BE
SEWER LATERAL TABLE
SEQ.
N0.
UNIT
NO.
STREET
STATION OF
LATERAL
AT MAIN
INVERT
AT MAIN
IE
LENGTH
OF
LATERAL
DROP TO
MAIN
LATERAL
ELEV
AT PL
IE
LATERAL
SLOPE %
GROUND
ELEV.
AT PL
DEPTH
BELOW
PL
PL TO IE
PAD
ELEV.
FT.
UPSTREAM
MH RIM
ELEV.
FT.
BACKWATER
VALVE
REQ'D
REMARKS
1
1
1 +14
33.70
46
1.8
47.60
27.9%
53.30
5.50
55.30
54.00
YES
DEEP CUT LATERAL
PER S -18
2
2
1 +42
36.16
43
1.8
47.80
23.9%
53.30
5.50
55.30
53.77
YES
DEEP CUT LATERAL
PER S -18
3
3
1 +96
40.90
38
1.8
48.13
15.0%
53.63
5.50
55.30
53.77
YES
DEEP CUT LATERAL
PER S -18
4
4
2 +32
43.20
35
1.8
48.20
9.7%
53.70
5.50
54.30
54.00
YES
�; °;.; �'•.•.
'• • • • •'• '
_ ° ' ' • '•"
5
5
2 +80
43.67
34
1.8
48.40
9.17.
1 53.90
5.50
1 54.30
54.00
YES
6
6
3 +05
43.95
34
1.8
48.70
9.2%
1 54.20
1 5.50
1 54.30
54.00
YES
AND S -32
UNDERGROUNDED
I
DEEP ROOTED, DENSE, DROUGHT
ti
R%W
TOLERANT PLANTING SUITABLE
2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL
25'
FAR WELL DRAINED SOIL PER
BE REMOVED. NO PRIVATE ENCROACHMENT
5'
ESQ
LANDSCAPE PLAN
LEVEL AN BASIN SHALL BE
ALLOWED WITHOUT PERMIT.
PROVIDE 2' WIDE OPENING
MINIMUM OF 4PRFROMDTHE
IN PERIMETER CURB
14' SURROUNDING GRADE
�fC 3. BIORETENTION BASIN AREAS AND PRIVATE DRAINAGE
�0
R 725 CURB
OUTLET
z
G -14A DRIVEWAY
WITHIN ROW TO BE MAINTAINED IN PERPETUITY BY HOA
RETENTION BASIN SHALL BE
LEVEL AND DEPRESSED A
GUTTER FLOWLINE
22
4" MIN
GUTTER FLOWLINE
IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE
4c Z
MINIMUM OF
"GRADE THE
U
AND REMOVAL COVENANT RECORDED ON FEBRUARY 8, 2016
SURROUNDNG
x
w
VARIES 12' -15'
w
18"
•
AS FILE NO. 2016-0054024 OF OFFICIAL RECORDS.
6" HIGH PERIMETE 75
CJ1
COBBLE STONE ROCK
24" MIN. ENGINEERED SOIL*
4. MAINTAIN 1 MINIMUM VERTICAL SEPARATION BETWEEN
G -1 DEEPEND
CONCRETE CURB 4" BELOW
s" FLOWLINE
CONCRETE SIDEWALK
DISSIPATOR 3'x3'
�; °;.; �'•.•.
'• • • • •'• '
_ ° ' ' • '•"
2 "- 3/8" GRAVEL
12" - 3/4" CRUSHED ROCK **
SEWER LATERAL AND OTHER UTILTIES
.. TTER
5' 3'
o
6" HIGH PERIMETER
IMPERMEABLE LINER (SIDES ONLY)
o_
0
G -1 DEEPEND
5. CONNECT SEWER SERVICE LATERALS TO LWD SEWER
18"
-
- 2 " -3" HARDWOOD MULCH
CONCRETE CURB
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL
MAIN PER LWD STANDARD DRAWING S -17, S -18, S -25,
IND SIDEWALK
24" MIN. ENGINEERED SOIL*
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
AND S -32
2 "- 3/B" GRAVEL
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
G -7 SIDEWALK
IMPERMEABLE LINER - - -� ; ; r;';.; :••,:•.
(SIDES ONLY) s:
12" - 3/4" CRUSHED ROCK **
VASES Y
* *3/4" CRUSHED ROCK LAYER SHALL MINIMUM OF 12" BUT MAY BE DEEPENED TO
6. CONTRACTOR SHALL SUBMIT ALL PROCEDURES AND
OIN
A
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
MATERIALS PERTAINING TO LATERAL WORK TO LWD FOR
N0 LUieR ON
REVIEW AND APPROVAL PRIOR TO LATERAL INSTALLATION.
INST.p41�It PE13Mlr�al,,,;,�„yF�6�gQ�yU_ SIIDES„Q;Ilt QQ NOT PLACE AT BOTTOM
6" HMA PAVING OVER 12"
BIORETENTION
DE D
7. BIORETENTION BASINS, D -25 OUTLETS, AND ALL OTHER
STRUCTURES NOT BUILT PER (SDRSD) SHALL BE PRIVATELY NOT TO SCALE NOT TO SCALE
MAINTAINED.
D -25 CURB OUTLET
SEE LETTER OF v0 RIM= 54.30
\ PERMISSION FOR; • __, �q'�. hh°' ' SEE GRADING PLAN 12593 -G ° IE =52 90 '
OFFISTE GRADING O �� 1. F ti FOR ONSITE IMPROVEMENTS -_ ____ N
b �� 4 _...•.2.5 X 3 �D,W.D..__ _ _ �� _ R
DATED 6 b " INST 1 COPPER WATER �h _ IP $TALC Alt, WA#ER LARAL AND
_EASEMENT PER MAP / 5.0b WIDE STREET A (
y hh g LATER AND METER FOR ,h� , DUAL DETER PER WAS* O9 WC= _17=(MIBAII
b
F`f DE�ICA110N PER LANDS C PE PER WAS
- WS -01, -03, WC -09, y1 err-
S ^�• i S
Ln
'I { • -. .s • I �� Do
WS 17 a ,
o
R/W
^e
I
ti
R%W
R/W
25'
25'
5'
ESQ
PR ED
EET
�0
R 725 CURB
OUTLET
z
G -14A DRIVEWAY
DICATION
RIM =54.00
22
APRON (TYP.) o
JE =53.15
4c Z
o
w
U
'D
x
w
VARIES 12' -15'
w
27'f
V
CJ1
0
15'f
5' 3'
o
o_
0
Of
IN WATER METER
D_
~
IND SIDEWALK
2" GRIND AND 0 w
ER WAS STD WS -03
OVERLAY
G -7 SIDEWALK
VASES Y
-., 1% MIN.
G -2 CURB GUTTER
OVERL XISTING
PA V T AND BASE
6" HMA PAVING OVER 12"
CLASS II AGGREGATE BASE
T AL
SECTION CAN
AVENUE
SCALE
^e
ti
v
ESQ
r. G
�0
R 725 CURB
OUTLET
°t /
G -14A DRIVEWAY
Y4h1
RIM =54.00
6
APRON (TYP.) o
JE =53.15
4c Z
'D
V
CJ1
oh 3
=4402111
VCRETE CHANNEL
D -75 CURB OUTLET
A,Op'�,�„q /
p Lt
1 j d � ,.per �' , v, � ; .. D v c -' ,� a= ,• 1 : n C' - o,. l.�f J
0 0
P =4
c. o
v
ju
REMOVE AND o,. e
L� . G -5.. -..
C-' REPLACE HMA'. UKL Y 34.33 PARKING
W I O 34.33 (PARKING) 1 63 (PARKING) 0
DRIVEWAY 14 tih O . q
00` ¢ • D,� `` ! `L ��9 �0 Gh� q`^'� It I- i0 0h ,+6.. �9
h h nc ,;�' 1a 1c0 cC� ch 2 S oS.
hh' ,h^�• o;`y _ hh O`1• h0 .'ti ,hh �F 6
ti
_ c V c S• +,. NOTE: 1 O
RELOCATE FIRE HYDRANT O'� 1"' ''R w ABANDON EXISTING .h 1 �.' �c'lh NO ADDITIONAL STRIPING �� h�' dSh�'' cn COBBLESTONE c�
; ¢ THE WATER MAIN M f M ; N TYPICAL RELOCATE
p ti• se j ,` re DISSIPATOR N J _
Z N n
V1 _ fL =52.56 0 ��hti- RESIDENTIALFIRE HYDRANT O _� �� _ O mJ_e._ .I_ __ _ w / �� PROPOSED AT THIS TIME. - - - -� -- -- - - -- -- __ -.�- -- �' (TYPICAL)
- J D - - TRANSFORMER
_FL -52.52 'TT -. _ f_ER_�_V_A5_WF_ -_Oi W_F_0_4__ -___ ___e_n_ - _ ________ -_ - - _- _- ___________ - _ _ _
FLANGE EL -53.20 SAW CUT LINE - - -- - - - - - -- -------------------- - - - - -- - -- - ------------ - - - - -- AND CABLE "BOX
� NIAD SIOEWALR
IND GATES GEAR HEAD PL�,N_ D _BIORETENTION BASIN _. _ ._
000 0�0 � D. M�o � PLANTED BIORETEN110N BASIN � W
_) _. _ _. _ 51 _ AND IRRIGATION WITH 6 CURB fX fL= 53.53
SPIKE WITH WASHER STAMPED AND I LIGATION SEE h cv _ z
"LS 7959 ", PER R.O.S 20316, DETAI THIS SHEET �Q��' 1� -o PROPOSED IS t WIDE PERIMETER. SEE
TO BE PROTECTED IN PLACE. h _ STREET WIDENING N VULCAN AVENUE u7 DETAIL D & E
�G� - - - - - �- PROPOSED STRIPED CL -� MAIN
TRANSITION STRIPE X 15' VCP SEWER -
-- - - --
161 W w , � �o h
z ��'� &� �6 &� �� �6 �'• ,h h1 69 h 1 ^� k
1�+�1 G • 'S� ��L1 �� 'S FiV�'' o�, hS• �y1 �y rK h5� OO 0y1 �' Q a ao'� &OF'�°hS°h �Y1���,h�� CO
04
INSTALL TWO SIDED,- "BLUE DOT" h- 1 F
RELFLECTOR FIRE HYDRANT '�tios EX 15" PVC SEWER MAIN ^�� 6h
- - - -gig --
____ - - - - -- ----- - - - - -- ------- - - - - --
-- MARKER 4" TO 6' FROM r 5100^'- o _ __ _
_..CENTERUNE ON HYDRANT c$ ��'•
'-------------- - --
SIDE - ® �?�r - - -
�� - -- 41
I 'V _ - --
\\
__.------ - - - - --
EX RIGHT OF WAY
00<1
-
-
-- - - -
�¢ r-z (n
z�N Q� -, J 4[J ¢o II II ¢a II 5�
1111 ..,..•.. �� ... .. .__. F NU s NU_... - NWL� ((0 :LLi
F-WUJ
Nm�w _ _ v10 �EXI GRADE FINISH GRADE TOP OF CURB N0
0.28%
0.35% _ -
&A
U/0 11-011
COASTAL LAND
PROFILE - EASTERLY FLOWLINE AND TOP OF CURB VULCAN AVENUE SM SNEEl 4A SOLUTIONS, INC. L& No. 65124
SCALE: 1 " =10' Horiz, 1 " =1' Vert L\S 577 SECOND STREETi
tt�+ ENCINITAS, CA 92024 �T CIVI �P
1.� PH (760) 230 -6025 4 CA�ZF
l _S FAX (760) 230 -6026 OF h--�
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT
DESIGNED BY DRAWN SRJ BY CHECKED BY ENGINEERING DEPARTMENT APP OVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
��/� �,, �r.� _� PUBLIC STREET IMPROVEMENT PLAN FOR:
5MY`%_LLATIOr► & Ftktf_�jlQlll�,.,� f "Z_i� -,A& c�y - - -- DESCRIPTION: CITY OF CARLSBAD CONTROL NETWORK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP V
001Fl ♦7_ Q 7�ND STict_- ID EnrrlcK POINT CLSB -022. 2" IRON PIPE AND DISC dam-- ____ r _ 1911 -1941 VULCAN AVE. Q- T
- - -- - -- -- -- -- MARKED "CLSB -022, LS 6215" HORIZONAL N A 125 93 1
_ S }J J4 % IQ6�L�LC1's W �1 N /✓� s/I6 /I G LOCATION: IN AC PATH AT NORTH SIDE OF LA COSTA - DATE: Z' O'1 __ �� ' ~ - - �n�r� 1
AVENUE AND VULCAN AVENUE 13 FEET - ` /Q. MASIH MAHER GLENN PRUIM DATE O
_ - RS Ik�SL( I _ CE \•10.1 -._ _ OFF OF SHOULDER. -- - - - - -- - -- -- R.C.E. N0. 65124 _ ENGINEERING AND ENCINITAS, CA 92024
VERTICAL N/A - STEVEN R. JONES, R.C.E. 65124 DATE STEVEN R. 0 ES Z jo (G SHEET 4 OF 4
ELEVATION = 62.949' EXP. 9 -30 -17 EXP. 9 -30 -17 PUBLIC WORKS DIRECTOR U
DATUM: NAVD88 DATE PLANNING CASE NO: 07- 031CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. 216 - 052 -18
\ \CLS \Users \C \CLS SHARED FILES \CLS Job Files \CLS1323 Shea Homes (Lat 33) \CLS1323 LATITUDE 33 GP 5 IP 2 8_16 v33.pro
GRAPHIC SCALE 1 " =10'
0 10 20 30
NOTE:
1. EXISTING OVERHEAD UTILITY SERVICES TO BE
UNDERGROUNDED
2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL
SEWER LATERAL TABLE
SEQ.
NO.
UNIT
NO.
STREET
STATION OF
LATERAL
AT MAIN
INVERT
AT MAIN
IE
LENGTH
OF
LATERAL
DROP TO
MAIN
LATERAL
ELEV
AT PL
IE
LATERAL
SLOPE %
GROUND
ELEV.
AT PL
DEPTH
BELOW
PL
PL TO IE
PAD
ELEV.
FT.
UPSTREAM
MH RIM
ELEV.
FT.
BACKWATER
VALVE
REQ'D
REMARKS
1
1
1+14
33.70
46
1.8
47.80
27.9%
53.30
5.50
55.30
54.00
YES
DEEP CUT LATERAL
PER S -18
2
2
1 +42
36.16
43
1.8
47.80
23.9%
53.30
5.50
55.30
53.77
YES
DEEP CUT LATERAL
PER S -18
3
3
1 +96
40.90
38
1.8
48.13
15.0%
53.63
5.50
55.30
53.77
YES
DEEP CUT LATERAL
PER S -18
4
4
2+32
43.20
35
1.8
48.20
9.7%
53.70
5.50
54.30
54.00
YES
5
5
1 2 +80
43.67
34
1.8
48.40
1 9.1%
53.90
5.50
54.30
54.00
YES
6
6
3+05
43.95
34
1.8
48.70
9.2%
54.20
5.50
54.30
54.00
YES
I
R/W RAW R/W
25' 25' 5'
PROPOSED
Z STREET
3 DEDICATION
Cc 22'
w 3
w VARIES 12' -15 w 27'f
0
15'f 5' 3' p
D_
O
w
BE REMOVED. NO PRIVATE ENCROACHMENT DEEP ROOTED, DENSE, DROUGHT INSTALL WATER METER
ALLOWED WITHOUT PERMIT. TOLERANT PLANTING SUITABLE BEHIND SIDEWALK
FOR WELL DRAINED SOIL PER U w PER WAS STD WS -03
3. BIORETENTION BASIN AREAS AND PRIVATE DRAINAGE LANDSCAPE PLAN RETENTION BASIN SHALL BE 2 GRIND AND 3
Q LEVEL AND DEPRESSED A OVERLAY ¢ x
WITHIN ROW TO BE MAINTAINED IN PERPETUITY BY HOA PROVIDE 2' WIDE OPENING MINIMUM OF 4" FROM THE to w G -7 SIDEWALK
IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE IN PERIMETER CURB SURROUNDING GRADE MIN.
AND REMOVAL COVENANT RECORDED ON FEBRUARY 8, 2016 10 & 17' VARIES 1% 1 G -2 CURB GUTTER
AS FILE NO. 2016-0054024 OF OFFICIAL RECORDS. RETENTION BASIN SHALL BE GUTTER FLOWLINE 4" MIN. GUTTER FLOWLINE
7.5' LEVEL AND DEPRESSED A
4. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN
MINIMUM OF 4" FROM THE
SEWER LATERAL AND OTHER UTILTIES SURROUNDING GRADE ? _
6" HIGH PERIMETER
COBBLE STONE ROCK 1g 24" MIN. ENGINEERED SOIL*
G -1 DEEPEND DISSIPATOR 3'x3' 2 "- 3/8" GRAVEL OVERLAY EXISTING
5. CONNECT SEWER SERVICE LATERALS TO LWD SEWER CONCRETE CURB 6� 4" BELOW CONCRETE SIDEWALK Y • : ,:; + .:.:
MAIN PER LWD STANDARD DRAWING S -17, S -18, S -25, GUTTER 12" - 3/4° CRUSHED ROCK** PAVEMENT AND BASE
GUTTER 6" HIGH PERIMETER
AND S -32 G -t DEEPEND IMPERMEABLE LINER (SIDES ONLY)
2 ° -3" HARDWOOD MULCH CONCRETE CURB BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL 6" HMA PAVING OVER 12"
6. CONTRACTOR SHALL SUBMIT ALL PROCEDURES AND 18" 24" MIN. ENGINEERED SOIL* MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, CLASS II AGGREGATE BASE
MATERIALS PERTAINING TO LATERAL WORK TO LWD FOR 2 °- 3/8" GRAVEL 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
REVIEW AND APPROVAL PRIOR TO LATERAL INSTALLATION. IMPERMEABLE MB> LINER :.; i;';.;';.I :y•: •••. 12" - 3/4" CRUSHED ROCK ** **3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO �7
7. BIORETENTION BASINS, D -25 OUTLETS, AND ALL OTHER INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. TYPICAL SECTION - VULCAN AVENUE
STRUCTURES NOT BUILT PER (SDRSD) SHALL BE PRIVATELY BIORETENTION DETAIL D INSTALL IMPERMEABLE LINER AROUND ALL SIDES OF BASIN. DO NOT PLACE AT BOTTOM NOT TO SCALE
MAINTAINED. BIORETENTION DETAIL E Z
NOT TO SCALE 1n
TWOFS =56.00 NOT TO SCALE o
BWOFS =54.50
WIDE• 2.,' LONG �l * `* * * * ° RP ER MA -7 tih �� * * + v rhh * * + i
* 2' WIDE D -25 OUTLET * '
�. , RIM =54.30 `* * `* * * * *. 7 COI�CREIE CHANNEL
KEYSTONE E�AINING WALL �'� - 5 SEE GRADING PLAN 12593 G IE= ;2.q!. ,� h"'' 1
4`f ''` ; FOR ONSITE IMPROVEMENTS * * , ++ * ** T ____.._ .___._. _
2' WIDD 5UR8 OUTLET �� _ m. - __ ST 1' COPPER WAIER� ,t"y * * + _ . ± _. 2' WIDE D -25 _ __ SRJ
_ _. CRP ° WA T RAL AND * * Rs N oh
TC 53.10 n 5.00 WIDE STR LATER AND METER Fit * * + * _ u __._ ,
Fo CATION PER LANDSC E PER WAS K� �Y + *� + * + *@AL I AFTER PER WAS *N5r09� WC- )7 *(��EA�� `+ * * * �/ � � �i �
FL =5260 RIM =54.00 G -14A DRIVEWAY
n * * . * * * + . ` . �t * + * * + + +a IE bl.it APRON (TYP.)
a_0� 03, WC -09, y1 * + + * + - DL 5 CURB OUTLET
- 0 a v a '� - a Q o° Q °� FLT S50
BWOFS =52. a o a 1 a ° 161 a
U N1 '46'0 "W 24 .05'°
TWOFS_5i'S0° * 44'33' 83 PARKING 34:33 (PARKING) °ate * ��•1
0 * �? X 60. ` Y h1 ' ( (PARKING)
y*o ? s d•
BW4F 53.0 r _
w � w >K ¢ h ' h * *
., �` 1 O. __ e h c
2,74 � � `� 1 �+
1 1 , ABANDON V 1, NOTE r ti
IXISiING �_ V .
h: '� 'S COBBLESTONE
� h . � to h•`?' cn
O 1 w:: - cO r h
0.30 ( r S - NO ADDITIONAL STRIPING � � . �n
RESIDENTIAL ,HYDR' „ae : WATER METER AT` - aE hh O ee ee ; : y
`l ATE ., ac DISSiPATOR ce1...,
. _ r ' _ . � .� PROPOSED AT THIS TIME:' RELOCATE '
WAS WE Oi, WF 04 �. ¢- s ; W AIN `= .� '-, ^' � � f .�
_3? m THE ATER M f f n TYPICAL ] / r.
� � TRANSFORMER
FS 526E. R OCATE FIRE HYDRAN
i ' ' -- �fEH1ND`s
1. �. SAW CUT, LINE O a
(� 3 o d ��ic P BIORETENTION BASIN
ATES G
�� G3 Q �a TED DN
IN EAR H
_ ._ � .. ANN ,
W Yv , m r £fi. tl� 12 . v. >e 3 `� � k'
5'lalKf �A�fl WAS 1F>�STA`WP t �'` AHtRiGATIOR`WfiFfi;URB _
� AND RIGA�ION SEE .. _z E'.Y fG 53.53;
L. + r cu
¢; PERIMETER. SEE
LS 7959 ER R..S 16 3
PROPOSED, t WIDE
, P . 0 , 203.. , DETAI TFIiS SHEE _ , POSER
0-1: , NORTH AVENUE .3.56
•� -Tit HE PROTECTED IN PLACE, r�� � STREET WIDENING
+� �UI..CAN rn ut DETAIL D & E Y X4,14
T-, - �- - - - - - - -
SITION STRIPE PROPOSED STRIPED CL . m °
_.�
.,, €X 15 VCP :SEWER MAIN' .
r„
•*®i Z 5S rho w h� S 0 h� rho
,5 N> z ','� er 0� �� 16 � �1� c�� °h�`'
",h��° �1 r [�' ¢ g ,y (�+ • ° t� � k,�o, S ,t�,,cja• ��,rc�•1' • &�aP\� r�"�• 4h�• •�e�,`' "arh�'% 4t
'i��410° `b E� b r�'eheY�° N tl 6
` S INSTALL TWO SIDED "BLUE DOTD 15" PVC SEWER MAIN
RELFLEC -TOR FlRE'HBANT �� -
_ - _�� - ���- __
CEjJTERfJNE ON HYDRANT hQ��rr� e'' o _ ____ _ .se :ae ee
I SIDE - _ _ ®._ - __ a_ `�\4dy►i _._
®°
EX RIGHT OF WAY ' - - - - _.. - - - - - -
i o
i
cD
Ld 211f
1`¢ riN
..PIN _- _._ _. -_ r -. _ __._...y __ -. ....� .. _- r •r -�
Zu7� _
inm�w - EXISTiING GRADE FINISH GRADE TOP OF CURB nc� _
-------- 7- '-777-77-- -/-77-4- r7- --7 ------ ---------- t -------- -----------
0 °35% _
0.28%
50 50' V
z
FRSS
COASTAL LAND c cl) PROFILE - EASTERLY FLOWLINE AND TOP OF CURB VULCAN AVENUE SOLU'T'IONS, INC. Lu No. 65124 N M �
SCALE: 1"=10' Horiz, 1"=l' Vert 577 SECOND STREETi
- - - NEW SHEET- - - PHA (760) 230 -6025 4 �q F C � Q
FAX (760) 230 -6026 CA�ZF 1
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGN D BY DRAWN SRJ BY CHECKS BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
1 SHIFTED LOCATION OF FIRE HYDRANT, D -25, ADDED WALL. f /1'114 PUBLIC STREET IMPROVEMENT PLAN FOR: E,.)
DESCRIPTION: CITY OF CARLSBAD CONTROL NETWORK PLANS PREPAR UNDER THE SUPERVISION OF RECOMMENDED APPROVED
MODIFIED D -25 AND STREET BIORETENTION AREA POINT CLSB -022. 2" IRON PIPE AND DISC -^
MARKED "CLSB -022, Ls 6215' HORIZONAL N- A DATE: S" -9-�6 _.. /�•N',, =•lc.ie 1911 -1941 VULCAN AVE• 1259 , I "'
AS-
��.A �E I•�rMlt LOCATION: IN AC PATH AT NORTH SIDE OF LA COSTA -
AVENUE AND VULCAN AVENUE 13 FEET /- /. - /S` MASIH MAHER w GLENN PRUIM DATE \
OFF OF SHOULDER. VERTICAL N/A STEVEN R. JONES, E. 65124 DATE STEVEN , JONES R.C.E. NO. 65124 ENGINEERING AND ENCINITAS, CA 92024 O
DATUM ELEVATION 949 EXP. 9 -30 -19 EXP. 9 -30 -17 DATE PUBLIC WORKS DIRECTOR PLANNING CASE NO: 07- 031CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. 216 - 052 -18 SHEET 4A OF '.4 U
\ \CIs \c \CLS SHARED FILES \CLS Job Files \CLS1323 Shea Homes (Lat 33) \CLS1323 LATITUDE 33 GP IP 5-5-16v44 CC1b.pro``\