2018-13911-I (Plans)ROW CONSTRUCTION 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 THEW77AROIV 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 NORRED FOR LOCA77ON OF UNDERGROUND U77LI77ES
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 CONTRACTORS LICENSE OF THE
APPROPRIATE CLASS
4. ALL 7RAFFIC C0N7ROL WITHIN THE CONSTRUC77ON AREA SHALL BE SUBJECT TO AN APPROVED 7R4FFIC CONTROL PLAN AND SHALL BE FLAGGED AND
BARRICADED TO THE SARSFACRON OF THE CITY INSPECTOR IN COMPLIANCE WiTH THE 'WORK AREA TRAFFIC CONTROL HANDBOOK; LATEST ED/710N PUBLISHED
BY BUILDING NEWS INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER NAfT7C CONTROL IS NOT IN PLACE ALL WORK SHALL CEASE AND
PERMITTEE AU#dlZES 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 PA ANY AND ALL COS7S 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 FOR
CONSTRUC770N OF PERM177ED WORKS VWTHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING Nff STANDARD CONDITIONS AND A
COMPLETE SET OF APPROVED PLANS THE PERMIT PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SI7E WHENEVER
WORK IS IN PROGRESS
6 PERMIT70 WORKS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY SPECIRCA PONS AND APPROVED PLANS SUBJECT TO INSPECTION AND
APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE CERRRCAPON FOR AIL MATERIALS AND WORK INCLUDING
COMPACTION 7ES75 SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPAC7ION TESTING SHALL BE BY
THE PERMITIEE. C TFICA77ON SHALL BE MADE BY A CERTIFIED 7ESRNG AGENCY OR FIRM ACCEPTABLE TO THE CITY.
7. NO WORK VW7HIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SA7URDAYS SUNDAYS, OR HOLIDAYS ANY DEVIATION FROM THE WORK SCHEDULE
PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRIT7EN APPROVAL OF 7Ht DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED
REPRESENTATIVE. ANY QUES77ONS 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 CON77NUE AF7FR
5.•00 P.M. ON WEEKDAYS
9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONRIVUE 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 DN THE CIRCULATION
ELEMENT OF THE CITYS GENERAL PLAN, WEL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY 7RAMC ENGINEER WHOSE OFFCE CAN BE
CONTACTED AT (760) 633 -2704.
10 THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCRONS AND COMPLE7ELY 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 7RAMC SHALL BE MAINTAINED AT ALL RMES MINIMUM 7RAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET IF STREET W97R
PREVENTS MAINTAINING TWO -WAY 7RAMC PERMITTEE AND DIRECTOR OF ENGINEERING SERVCES SHALL AGREE ON AN ADEQUAIF 7RAMC CONTROL PLAN
PRIOR TO STARING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -RME FLAGMAN.
12. ALL EXCAVATIONS IN EXISRNG PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SA77SFAC77ON OF THE
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTARVE.
13 OPEN TRENCH MUST BE BACKRILED AND CAPPED WITH A T LEAST 2° OF COLD MIX ASPHAL T OR METAL PLA TED ACCORDING TO CITY SPECIFICABONS
DURING NON - WORKING HOURS METAL FLA7ES 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. NA77VE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE REFER TO
THE CITYS STANDARD DRAWING DATED SEPTEMBER 30, 1996
15 TWO SACK SAND - CEMENT SLURRY BACKRLL SHALL BE REQUIRED WHEN 7UNNELING UNDER CURB AND GUT7ER OR OTHER IMPROVEMENTS NOT
DESIGNATED FOR REMOVAL.
16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LA7ERAL EXCAVATIONS WITHIN PRIME ARTERIALS MAJOR ROADS AND
COLLECTORS AS HELL AS ALL LOCATONS WHERE THE INSPECTOR DEEMS THE NA17W MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKRLL
17 CARE SHALL BE EXERCISED TO PREVENT WATER SOIL AND DEBRIS FROM DEPOSIRNG IN GUTTERS, STREETS AND STORM DRAINS NO WASHING OUT OF
MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS WOLA77ONS WiLL BE REFERRED FOR NPDES ENFORCEMENT AND PENAL RES
18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERA TONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT
USING THE LATEST EDITION OF STA7E DEPARTMENT OF TRANSPORTATION SPECIRCATONS FOR PAINT, ALL TO THE SA17SFACRON OF THE DIRECTOR OF
ENGINEERING SERVICES OR HIS DULY AUTHORIZED RE PRESEN TA 77 VE
19, ALL CONCRETE WORK SHALL BE 7RANSIT MIXED AND CONFORM TO THE STANDARD SPECIFlCATONS FOR PUBLIC WORKS CONSTRUCTION, LA7EST EDITION,
SEC PON 201, AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE
20 TRENCHING FOR INS TALLAPONS ACROSS ANY IN7ERSECTING ROADWAY OPEN TO TRAFFIC SHA LL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH
OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE THE AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKRLLING.
21. WHERE STREET DIMENSIONS AND STAT(E�DEPAR7MENT OF HEALTH SERVICES REGULA PONS ALLOW, ALL PIPES AND CONDUI7S LAID PARALLEL TO THE
W RNNBY THE DIREPLACED OF ENGNEERING SIRVI ESr TIE SHALLOKEST POR17ON OF ANYT PIPELINE OR IRA FACUn Ad BEN AAA OT SS THAN IN
THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. 21(AJ. WHERE STREET DIMENSIONS AND STATE DEPAR7MENT OF HEALTH SERVICES RECULA TONS ALLOW,
ALL PIPES AND CONDUITS LAID PARALLEL TO EXISRNG UiILITES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE ((3)) FEET MEASURED FROM THE NEAREST
EDGE OF THE FACILITY. ANY DEWARON FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY IRE DIRECTOR OF ENGHNEERING SERVICES OR HIS
DULY AUTHORIZED REPRESENTATVF.
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AF7ER THE NORK HAS BEEN COMPLETED ALL
EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED fROM 7HE RIGHT OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDIRON.
23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OURET ENDS AT ALL CULVERTS SHALL BE LEFT FREE
fROM ALL EXCESS MATERIALS AND DEBRIS
24. ALL APPROACHES TO PRIVAIF DRIVEWAYS AND INTERSECTING ROADS AND STREEiS SHALL BE KEPT OPEN TO 7RAFRC AT ALL RMES, UNLESS
OTHERWISE APPROVED BY 7HE DIRECTOR OF ENGINEERING SERVICES
25 CLAY AND EARTH WHICH ADHERE TO 7HE 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. PERMIT7EE 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 MA7ERIALS FROM BECOMING A NUISANCE OR ANNOYANCE.
27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILUNC AFTER COMPLETION OF THE
REFILLING AND COMPAC77NG OF THE BACKRLL MA7ERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND
THE REMOVAL OF OBS7RUCTON S, THE PERMITTEE SHALL PROMP7LY REPLACE NTH TEMPORARY OR PERMANENT PATCHING MAiFRIAL, OR REPAIR ANY PORTION
OF THE HIGHWAY SURFACE RE D OR DAMAGED BY THE EXCAVATION OBSTRUC77ON OR CONSNUC77ON OPERATIONS, ALL TO THE SA77SFACNON OF THE
DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY AT HIS OP77ON, ELECT TO DO THE
SURFACING OR REPAIRING HIMSELF IN SUCH CASE THE PERMITTER SHALL BEAR THE COST OF SUCH TEMPORARY PATCHINd MATERIAL MAYBE LEFT IN PLACE
FOR UP TO 30 DAYS, BUT MUST PE CONPNUALL ✓MAINTAINED.
28 WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT )PAVEMFNT OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY 0771ERS, T(HE
RREA R THAN SHALL S7RTUC7URAL STANDARD WHIG ERIS R (IER.I NREFERAO THE STANDA DD RAWNG DATE REPAIR BERG0996 BE PAIR$11INCH CAC
PAVEMENT SHALL BE MADE PURSUANT TO THE SPECTFICARONS OF THE ASSIGNED ENGINEERING INSPECTOR. I
29. IF AFTER THE REFILLING OF AN EXCAVATION, THE PERMITIEE 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 ELEC70 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 CO�HPUTED BY THE DIRECTOR
OF ENGINEERING SERVICES
30 WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING Wilt BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES ALL
OSHA REGULATIONS SHALL BE MET.
31. ALL DIRECTION
AL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACING AS THE
DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PIREREQUISIIE THE
APPLICANT SHALL IDENRFY 7HE BORE METHOD ON THE PERMIT APPLICARON EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS
GROUTING AND IN7ERMEDIATF BORE PITS MAY BE REQUIRED.
32. ALL SUBSURFACE U77LI RES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS 517E PLAN FOR 7110SE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET,
TRAVERSING SIGNALIZED INTFRSECRONS CROSSING INTERCONNECT WIRES, OR 07HERNSE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL
CONCERN.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED W INN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED.
34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DIS7URBED OR DES7ROYED 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 CONSIS7ENT WiTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. 7REES LOCA TED WITHIN
CITY STREET RIGHT-OF- WA Y ON CITY PROPERTY, OR WITHIN CITY EASEMEN7S ARE REFERRED TO AS CITY TREES AND SHALL BE PRO7FC7F9 IN PLACE DURING
COIVSNUC17ON UNLESS SPEL'IRCALLY 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 PROJECRON ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LAB D 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 7HE 7RAfFIC LOOPS SHALL BE REPLACFD IWTHiN 3 DAYS OF COMPL£TINO WORK IN THE AREA TO CURRENT CAL TRANS STANDARD TO DETECT BICYCLES
PER 7RAFT7C OPERA PONS POLICY DIRECRVE 09 -06 AT NO COST TO THE CiTY.
EROSION CONTROL
t IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DECLAN CAULFIELD AT (312 547 -9364 24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL RMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 151.
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSIRUCRON OF
TEMPORARY EROSION CONTROL MEASURES {MIEN RAIN IS IMMINENT
3 DEVICES 51100 ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC17ON OF THE CITY ENGINEER AFTER EACH
RUN -OFF PRODUCING RAINFALL.
5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE
GRADING OPERA77ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE
OR ARE POTENTTALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY
9. ALL REMOVABLE PROTEC77W DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
FORECAST EXCEEDS FORTY PERCENT (40Z). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
NOTIFICATIONS
t THE EXIS7ENCE AND LOCA776N OF UNDERGROUND U7LITY 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 UNIRES EXCEPT AS SHOWN ON THESE PLANS HOWEVER- THE
CON7RACTOR IS REQUIRED TO TAKE DUE PRECAU7i6NARY MEASURES TO PR07ECT ANY EXISTING U77LI77ES OR STRUCTURES LOCATED At THE WORK SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR TO ANY EXCAVARON, FOR
VERIF7CA77ON AND LOCA77ON OF UPLI77ES AND NOPRCA1i01V OF COMMENCEMENT OF WORK.•
A. SEWERS - CS018D - (760)- 633 -2770
B. GAS & ELECTRIC - SOGE - 760 -438 -6200
C. WATER - SAN DIEGUITO WA R STRICT -
1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICATIONS -(760) -806 - 9809 X -2233
2. COIMTRACTOR SHALL NOTIFY THE CiTY ENGINEERS OFFTCE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. PHONE (760)-03 -2770.
3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.• (760 633 -2770.
ALL WORK PERFORMED WI7ROUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION ANPREMOVAL.
STORMWA TER POLLUTION CONTROL BMP NOTES RELATIVE TO CON67RUCTIONA CTIVITIES
CONCRETEWASHOUT
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
STORMWA7ER CONVEYANCE SYSTEM OR ANY RECEWNG WATER. CONTRACTOR SHALL POST A SIGN DESIGNARNG ARE WASHOUT LOCARON.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCRON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 7RACKING DIRT OFF SITE. THIS SHALL
INCLUDE USING MA7FRiAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGA7FD STEEL PANELS/PLATES
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS77?UC770N VEHICLES PARKING VEHICLE REFUELING, AND
ROURNE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -5I7E.
EROS/ONCONTROL
EROSION CONTROL MUST BE PROVDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PR07ECTED AGAINST EROSION BY INSTALLING
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUAiE GROUND COVER VEGETARON, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTVIRES ARE ALLOWED DURING NET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCIED TO CHANNEL RUNOFF AROUND THE CONSNUC77ON SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND 7EMPORARY EROSION CONTROL MEASURES
REMOVE EXISRNG WGETA77ON ONLY *HEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NA7URAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSiRUC77ON IS NOT IMMEDIATELY PLANNED FOR ER057ON 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 ACRVIRES ARE COMPLETE.
W4 7ER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED.
ON-SITE CONSTRUC77ONMATER/AL 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 7HE RAIN. CONIRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -5I7E. ELIMINATE OR REDUCE
POLLUTION OF STORMWA7ER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOTS PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE,
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWA7ER STORMWATE 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 RUES
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCRON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS
STORMWAIER POLLUTON CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND
THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAIER REQUIREMENTS AND THEIR OWN RESPONSIBILIRES
WASTEMANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL W4S7E AND UNUSED CONSNUCRON MATERIALS DUMPING OF UNUSED OR WASTE
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SY57EM IS SIRIC7LY PROHIBITED.
NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWATER. BERMS? SHALL BE PLACED AROUND ALL DUMPSiERS TO DIVERT THE
N47URAL STORM RUNOFF. DUMPS /TES SHALL BE CHECKED FREQUENTY FOR LEAKS UMPS7ER LIDS SHALL REMAIN CLOSED AT ALL RMES DUMPS7ERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WiTH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY
7RASH M47ERIAL.
MANY CONS7RUCTON MATERIALS, INCLUDING SOLVENiS, WATER -BASED PAINTS, VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED
VEGETA77ON CAN BE RECYCLED. NON- RECYCLABLE MAiERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE.
FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL 7HE HAZARDOUS WASTE HOTINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON
LANDRLLS 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 CUTTER, AND STORMDRAIN. CONIRACTOR MUST ROUTNELY CHECK AND CLEAN UP
MATERIAL THAT MAY HAVE TRAVELED AWAY fP0M CONSTRUCTION SITE
FOR MORE INFORMATION DN STORMWATER POLLUTION CON7ROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF
ENCINITAS AT (760) 633 -2770.
ENCINLTAS SA NITARYICARDLFF SANITATION DISTRICT SEWER NOTES:
ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECiFICATONS FOR PUBLIC WORKS CONSTRUCRON GREENBOOK; (LATEST EDITION) THE
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIRCARONS FOR PUBLIC WORKS CONSTRUCRON, (ADOPTED BY THE SAN DIEGO REGIONAL
STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS.
1. 7RENCH MOTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS WI -01, 02, & 03.
2 PIPE AND BEDDING CONDITIONS:
(A) ALL PIPE SHALL HAVE 4 %NIMUM OF YV CRUSHED ROCK BENEATH THE PIPE
B V.C.P. PIPE BEDDING
FROM BOTTOM OF PIPE TO 12- MINIMUM MNIMUM ABOVE THE PIPE SHALL
O BE SAND GRAVE CRUSHED AGGREGATE NATIVE
FREE - DRAINING GRANDU
LAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER.
(C) P. VC AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12-MINIMUM ABOVE THE PIPE SHALL BE 5° CRUSHED ROCK. A.B.S SOLID
WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE li OR GREATER.
3 AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE 7ESTED IN THE PRESENCE OF
THE INSPECTOR. AIR PRESSURE TEST -7TALL BE USED UNLESS OTHERWSE DIRECTED BY THE CITY ENCINEER.
4. THE CONS7RUCRON 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 RME OF POUR. PRECAST MANHOLE BASES ARE WCEPTABLE FOR USE NTH 8 -INCH COLLECTOR SYS7EMS_ffM_Cl1Y
ENGINEERS APPROVAL.
5 THE CONSTRUCITON OF 4 -INCH SEWER LATERAL PER SDRSD NOS SS -01 AND SS -02 LATERALS SHALL NOT DISCHARGE DIREC7LY INTO MANHOLE.
6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONS7RUCIED AS PER SDRSD N0. SP -07.
7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE.
NO. I DESCRIPTION I APPROVED I DATE I BENCHMARK I ASBUILTAPPROVALS
CITY OF ENCINITAS VERRCAL CONTROL STA77ON 'ENC -32"
PT N0. 1032. FOUND 2" SD. CO. ENG. DEPT. BRASS
DISC SET IN TOP OF CURB EAST SIDE OF VULCAN
AVENUE, 200 FEET NORTH OF E STREET
DATUM.• NA W88 ELEVATION.• 92004'
PUBLIC WORKS
VINCENT L SAMPO DA 7E
PLANNING
RENEWER
CITY ENGINEER DA 7E
INSPECTOR
INT. I DATE
ENCINITAS SAN1 TARY /CARDIFF SANITATION DISTRICT SEWER NOTES /CONTINUED)
8. iRE FINAL LOCARON AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN DN 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.
it 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 90% PRIOR TO PIPE INSTALLAT70N.
SPNCONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERA RONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND
I ECRON OF PROJECT PHONE NO 760 633 -2770.
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY EXCA VA DON WITHIN EXIS77NG CITY
RIGHTS -OF -WAY.
15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR DIVE YEAR FOLLOWNG THE APPROVAL OF THE AS -BUK75.
16 CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01 THE APPROPRIATE BURIED URL/lY WARNING AND IDENY17CA77N TAPE ABOVE ALL PUBLIC
SEWER LINES AND POR77ONS OF SEWER LA7ERALS LOCA7ED WITRIIJ PUBLIC RIGHT-OF-WAY OR EASEMENTS:
17 THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SAASFAC770N OF THE CITY ENGINEER THESE ARE TO
BE SHOWN ON THIS PLAN.
18 WAS7EW4 TER DISCHARGE PERMITS AND PLUMBING PERMI7S ARE REQUIRED PRIOR TO CONNEC7ON TO THE SANITARY SEWER SYS7EM.
19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT 7ELEVISION AFTER COMPLETION OF iRENCHING BACKFILL AND FINISHED GRADING BUT
PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500 - 1.1.5)
20. SEVER MANHOLE LINING:
A NEW MANHOLES WITH 8 -10 °DIAMETER SEWER MAINS' THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WiTH AN EPDXY PRO7ECRVE LINING
SYS7EM PER SECRON 500 -27 OF /7/E GREENBOOK.
(2 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 GREENSOOK.
(3. EXISRNG MANHOLES. • ALL EXISRNG MANHOLES WITH NEW CONNECRONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM
THAT MATCHES THE EXISRNG LINING FOR THAT MANHOLE FOR MANHOLES WITHOUT ANY EXISRNG LINING, THE INSIDE OF THE SEWER MANHOLES
SHALL BE COATED NTH AN EPDXY PROTECTEE LINING SYSTEM PER SECTION 500 -2.7 OF THE GRETNBOOK.
(4. EXCEP77ONS OR VAR / ACONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPEC /RC CASE -BY -CASE BASIS BY THE CITY
ENGINEER.
21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSTRUC77ON CHANGE, AND JOINING THE
SEWER REIMBURSEMENT DISTRICT, IF CREATED.
22 .MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEA VY DUTY CAST-IRON TYPE WITH A 36 -INCH OPENING. MANHOLE COVER INSERTS
SHALL BE 24 -INCH DIAME7ER WiTH LETTERING CITY OF ENCINIMS'AND 'SEWER'SIMIAR TO WHAT IS INDICATED ON SDRSD M -i.
i. WATER MAINS, LA7FRALS AND APPURTENANCES SHALL BE CONSTRUC7ED ACCORDING TO THE STANDARD SPECIRCA TONS OF THE CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AF7ER THE
DA 7F OF ACCEPTANCE.
2 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPEC77ON DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF
PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPEC770V PHONE (760) 633 -2709 ALL WORK PREFORMED WITHOUT
BENERT OFINSPECTON WILL BE SUBJECT TO REJEC77ON AND REMOVAL
3 THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE- CONSTRUC77ON CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR
PRiOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS PHONE. (760) 633 -2709.
4. UNLESS 07HERWISE NOTED, ALL CONNECTIONS TO EXISRNG MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGO /TO,
WATER DISTRICT, AF7ER PAYMENT OF THE ES77MATED COST BY THE DEVELOPER.
5. WHERE ELEVA77ONS 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 RESIDENTAL 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 NHERE SIDEWALK EXISTS OR NLL BE
CONSTRUCTED.
10. PROVDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WA7ER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISRNG CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPACION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED { WTHIN EXISRNG COUNTY RICHTS -OF -WAY CITY OF
ND A ENCINITAS COPY SENT F THE' SAN DRIVA OEASEM EASEMENTS. D OFE RESULTS APPROVED BY THE CiTY OF ENCINITAS, BEFORE THE WATER LINES AREA ACCEP7ED
13. PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE PROSPECRW CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES'
STANDARDS COMMIT7EE (WASC) SPECIRCA PONS
14. FILL AREAS MUST BE COMPACTED TO 90,% PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSRTUIE A REPRESENTATION AS TO THE ACCURACY OF IRE LOCARON OF
OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND URLITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT
16. ALL EXISRNG FACILITIES WHICH MAY EFFECT FINAL DESIGN I.E., LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD
WRIRED. ALL EXISRNG OR PROPOSED UTILITY CROSSINGS 7WWR 10 FEET OF PROPOSED WA7ER MARTS SHALL BE SHOWN DN IMPROVEMENT PLANS
ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN W1RITTEN PERMISSION BY SAN DIEGUITO WA7ER DISTRICT.
17 W47ER COIVNEC77ONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SARSFACRON AND
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS BACKFLOW DEVICES ARE TO BE INSTALLED DIRECiLY OU7SIDE CITY OR COUNTY
RIGHT-OF-HAY OR OUT57DE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF
OWNER.
18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN RRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS
19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING W47ER SERVICES
20. CON7RACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCA7F ANY EXISRNG WATER FACILITY (FIRE HYDRANT METERS, VALVES, VALVE BOXES, ETC.)
THAT ARE EFFEC70 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 COMB /NA TONS OF PLAIN END PIPE LENGTHS WiTH HIGH DEELECRON COUPLINGS AND INTEGRAL BELL END PIPE FOR
CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VER17CAL DIRECRONS DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF
STANDARD PIPE AND BEVEL END FOR USE WITH DLTLECRON COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECRON COUPLINGS FOR ALL
RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLEC77ON 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 CONRNUE THIS COMBINARON 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 SPECIRCALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE.
1. CALIFORNIA STATE LAW A AB- BILL AB 1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CO
NSTRUCTON OR REPAIR OF ALL POTABLE
WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE Wi7H 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 PROTECRON IN ACCORDANCE WITH
WO -17 OR WC -18.
J. 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 CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED- OR BE ABANDONED AS DIREC70
BY THE SDWD INSPPCTOR.
LEGEND
STREET R/W LINE
STREET CENTER LINE
EXISTING STORM DRAIN PIPE /CULVERT
EXISTING CONTOUR
EXISRNG ELEVATION
EXISRNG SEWER LINE
EXISRNG GAS LINE
EXISTING ELECTRIC LINE
EXIS7iNG SIGNAL LINE
EXISRNG TEL LINE
SAWCUT LINE
6" PVC SEWER MAIN
4" PVC SEWER LAiERAL
SEWER CLEANOUT
SEWER MANHOLE
SEWER LATERAL
7RENCH RESURFACING
AC = ASPHALT CONCRETE
CO = CLEANOUT
EP = EDGE PAVEMENT
FH = FIRE HYDRANT
GV = GAS VALVE
IE = INVERT ELEVATON
FL = FLOWUNE
LA = LATERAL
LF = LINEAR FEET
SCO = SEWER CLEANOUT
SS = SANITARY SEWER
SMH = SEWER MANHOLE
WIN = WAiER METER
WV= WATER VALVE
CMH = COMMUNICA77ON MANHOLE
CLIENT.•
DECLAN CAULFIELD
SITEADDRESS•
VACANT LOT, VULCAN AVE.
ENCINITAS, CA 92024
ASSESSOR'SPARCEL N0.
258 - 090-31
LEGAL DESCRIPTION.•
PARCEL 4 OF PARCEL MAP NO. 10529, IN THE CITY OF ENCINITAS COUNTY OF
SAN DIEGO, STA7F OF CALIFORNIA, BLED IN THE OFFICE OF THE 60UNTY
RECORDER OF SAN DIEGO COUNTY, OCTOBER 2, 1980 AS FILE N0. 80- 324034
OF OFFICIAL RECORDS
STANDARD
SDR -35
SDR -35
SDRSD SC -01, TYPE B'
SDRSD SM -01
SDRSD SS -01
SDRSD G -24, TYPE B
SYMBOL QUANTITY
X 166.5,
(166.5)
- S
-
O
W
i W
- -G-
- E --
-
r
-
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-
-- E-
---1-
-- ii - -ii-
-
-
-S-
-s -s
s
-s -s -s
-O
I.---s -s -s
-
_,.-
698 LF
316 IF
27 LF
1 EA
2 EA
i EA
316 LF
OWNERS CERT/F/CATE
J (f) HEREBY CERTIFY IMT A 8f6(SiEREO SOIL) fIVS(KEfA
A)PeANJE MR AX ARANN4 A(MY[rr 4610 A►ISe ON 'Luc
f CVV) WRERY 4441E .1V,.hV 0?Y DWNO A40 ifap
MP AQNrj 14AARMS FACM, AND A4WNJT -M4 � N'9 Of
L055E5, DA6640 AND COSB, INCLUDING ACC
W t9 6QWTtP DUCEY CK C64PIt2E _tY VIM AKY A
PMYLVTEC7 (L"MAE -lum.) _JUgLu4ll
00, tcHST�,Ucnw c YD M
APPRgOW ?1"3 MWtt 14fi; FRIVAIT-
CLAN Q*VLGtFW
S T A T E M E N T O F EN G I N EER O F W O RT
THE UNDERSIGNED ENGINEER AGREES THAT 7H
22
OR 6Ewevat)IAS BEEN OR at, a mum To
COMP9,MN w mWori CF T4111.
ClfT ABP QTT'J OFACEAS. OF17CL41J EMPLOYEES
UAOI ITILS, t:IM0 DENANP3', C409S Of AciioNf,
9EFwf T4 w, 4w#4, OUT Cf, oR W AI}Y
C13 cK AxUt a3 QF OWNFT: 09 ov t O AMP,
rFK.CKS CXR AWffE3EN17 l0 'fog Actl k49 Aa
9
4'la
WORK PERFORMED BY THE ENGINEER SHALL COMPLY WiTH THE GENERALLY ACCEPTED
TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OD
SAMPO ENGINEERING, INC.
171 SAXONY ROAD, SUI7E 213
ENCINITAS, CA 92024
(760) 436 -0660
BY iL- oC, - DATE 26 I9
VINCENT L SAMPO RCE
44173 EXPIRES 6
30 2019
WED BY THE CITY OF
IDES NOT RE EVE THE
4GREES TO INDEMNIFY
' DAMAGE OR BODILY
OR EMPLOYEES ACING
BY THE ENGINEER.
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STANDARD
PUBLIC WORKS I PLANNING DIVISION I PARKSANDRECREATION I SANDIEGUITO WATER DISTRICT I ENCINITAS FIREDEPARTMENT
*I,U,t-
DA7E
PLANS PREPARED UNDER
44177
N
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RR.C.E. R.C.E. 0. 3
VINCENT L SAMPO
ENGINEER OF WORK EXP.: 6 30 19
�& aA4 x_12 -t9 z wwaiol
S D 7E SlG DATE SIGN E
ENGINEERINGDIVISIONAPPROVALS CITYOFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT
RECOM E APPROVED: + PUBLIC SEWER IMPROVEMENT PLANS FOR
THE VULCAN HOUSE
S EDWARD J Wn M VULCANAVENUE VACANT PROPERTY
3 1 -�� 3 (� �l APN. 258. 090.31
VA IL DATE
PLANNING CASE N0.• 17 -251 CDP
I &fir' &V&e 9- 114 1 11
SIGN DATE
DRAWING NO.
13911 -1
SHEET IOF2
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CAUTION.U!
THE HORIZONTAL LOCA77ONS AND WR77CAL CROSSINGS OF
EXISTING UNDERGROUND U77LIPES SHOWN HEREON ARE
APPROXIMATE AND WERE OBTAINED FROM LIMITED SOURCES
AND AVAILABLE REFERENCE DRAWINGS CONTRACTOR TO
VERIFY ALL LOCA77ONS PRIOR TO START OF CONSTRUCnON.
1VERT 6" PVC SEWER (SDR -35)
i
/p640
T
o
-. - -1- -- - �-
i m ,
_ NOTE. _
SDWD, SDGE AND CITY INSPECTOR - N
-- - -- TO BE ON SITE DURING EXCAVATION. - --
i
GRADE ®C�SEW£R.AIEMENT CON
TRACTOR TO P07HOLE ALL y
-� UALIAES To VERIFYLOCAnoN.
91SPNO ASPHALT PAVEMENT
_ GRADE 0 a SEWER. � W
2" t_ TEL LINE
IXISANG - EXISANG 2° W, * USE EXTREME CAU77ON
_ -II-?
__. ELECIRICLINf _ -. ExIsm6 EXIS]7NG1 it
2'� 11 "GASv - 6" GAS I } I
EXIS77NG hhh
121.8) IF ti SIGNAL LINE EXTSITNG 8" __ ; ; n _ �' N
6 "PVC - y 1
® 260$ t
- + - ]ERfXISANG I
EXISANG 2" 10" GA 1
TEL LINE W
i I I W •
LZ
,�T
- W R
APPROXIMATE LOCAAON OF
EXISANG 8'x8' ARCH
- - -- ! CULVERT PER DWG UES19660
I i I
CPUWD DATA
NO BEARING /DELTA
RADIUS
LENGTH
I DESCRIPTION
1�
N 1451'16° W
- - --
12640"
6" PVC SDR -35
O2
N 055928" W
- - --
121.83'
6" PVC S0R -35
O
N 4071'42" E
- - --
6796'
6" PVC SDR -35
CONSTRUCTIONNOTES:
I. OWNERS TO OBTAIN A BUILDING PERMIT FOR ONSITE PLUMBING.
2 CONTRACTOR TO VERIFY EXACT LOCAAON AND ELEVA TONS OF
EXISTING UNDERGROUND UTTLIIIES PRIOR TO START OF CONSTRUCnON.
THE CITY OF ENCINIMS & THE ENGINEER OF WORK SHALL BE NORRLD
OF ANY DISCREPANCIES WITH THESE PLANS.
J. EaY ATIEMPT IS TO BE MADE TO MINIMIZE DRIVEWAY BLOCKAGE.
OWNER SHOULD BE NORRED PRIOR TO WORK. NO OVERNIGHT BLOCKAGE
IS PERMITTED.
4. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING
AND IMPLEMEN17NG ANY AND ALL TYPES OF SHORING SYSTEMS AS
NEEDED IN ORDER TO EXCAVATE FOR THE SEWER MAIN AND TO
PROTECT EXISTING UIIUI7ES AND IMPROVEMENTS SHOWN HEREON. THE
SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND
STABILIZAnON RECOMMENDA TONS PRIOR TO CONSTRUCAON. A BUILDING
PERMIT IS REQUIRED FOR ANY SHORING.
5 THE OWNERS AND CONTRACTOR ARE SOLELY RESPONSIBLE FOR
IMPLEMEN17NG AND MAINTAINING ALL NECESSARY EROSION CONTROL
MEASURES, INCLUDING PRE- CONSNUCAON AND POST CONS7RUCPON
BEST MANAGEMENT PRACPCES (BMPS1 REQUIRED BY 771 CITY COUNTY
AND STATE OFFICES HAVING dUkISDIC,ION.
6. THE HORIZONTAL LOCA71ONS AND WR77CAL CROSSINGS OF EXISTING
UNDERGROUND U77LIRES SHOWN HEREON ARE APPROXIMATE AND WERE
OBTAINED FROM LIMITED SOURCES AND AVAILABLE REFERENCE
DRAWINGS CONTRACTOR TO VERIFY ALL LOCA7700 PRIOR TO START OF
CONSTRUCRON.
StWERLATERAL TABLE
SEQ. NO.
APN
STREET STATION OF
LATER0L AT MAIN
INVERT AT
MAIN (1 E)
LENGTH OF
LA 14RAL
DROP TO
MAIN
LATERAL ELEV.
AT FL (IE)
LATERAL
SLOPE Z
GROUND
ELE730PL
DEPTH BELOW
PL (A TO IE)
PAD
ELEV FT
UP STREAM
IOOELEV
BACKWATER
VALVE REQ'D
REMARKS
1
258 -090 -3
E
7. CONCRETE SIDEWALK PER 13911 -G
3
4
V)
RIMR
401 1 1 I I I I HORIZ, :1 " =20'
1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 VERT :1 " =4'
i t I II
CAUTIONI!!
C CONTRACTOR TO VERIFY EXACT LOCA PONS AND ELEVA PONS I 1 I 70.05'
L , OF EXISTING UNDERGROUND UPLI77ES PRIOR TO START OF 46.00
CONSNUCAON. THE ENGINEER OF WORK SHALL BE NOnRED ,
OF ANY DISCREPANCIES WITH THESE PLANS LJ I -may, OL o a
e
y
! VACANTLOT J �� �, V I O 7 i R/W
v APN.'25 &090 -31 'I m W wl� I �o 6
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COTTONWOOD R/W (6 _
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W �� 3 :_ _ � 8
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o. R - T t -- _-
�a /C CCESID W i _ - --W 1 f -G- G EXIST 2_TEL LINE --
N� &0 l i< /R °w 9 2 +pU�� EXIST &' AC WAR LINE r^ t o - -- _ - G _ -- _ _l _ -
. 21 \�W °P 10.75, 1 _l W--- �r - �/j _- _E_.,--
' AC / �o -� _I - tom_ %
w t w14 r� �- -W -`4 i o /SOUTHERN CALIF. 12 3 4' TRANSMISSION MAIN_ g Q
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/ 0 /_G_ 11 w� �' 1 \ v XX1ST 2 SIG AL LtNf� 6
1 +5 1 i ! ° -`J- 6 -��- °. I� \ 7 7 c s
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6 , �m oma �Q� a
VULCAN, o EE E / ��\ i o z .6oP I \ ASPERDWGSHEET G 310FENGINEERINGSCVENCE, INC. PLANS.
EPA E�
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SON- SAN RAILWAY Q 1 G 1o° HP GAS t G_ -G - -� Q o \ `
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R W EASTERLY R%W
/ 70.10`5'
al
70.05' I 1
CHANCE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY DRAWN BY CHECKED BY-
AO AO IT VS EN NEER /NGD/V/S/ONAPPROVALS
DATE
NOTE
CONTRACTOR TO SUBMIT AND OBTAIN APPROVAL OF
7RAFF7C CONTROL PLAN PRIOR TO START OF WORK
EXISllVGLYIPROVEMENTS O
1. PR07ECT EXISTING U77LI77ES IN -PLACE
2 PROTECT EXIS77NG SIGN IN- -PLACE
3 PROTECT ENS77NG TRASH IN -PLACE
4. PR07FCT EXISTING GRA7ED INLET IN -PLACE
5 PR07FCT EXISANG BOLLARD 7N -PLACE
6 PR07FCT EXIS77NG TRAFFIC SIGNAL HAND HOLE IN -PLACE
7 PR07FCT EXISANG SIGNAL POLE IN -PLACE
8. PROTECT ENSANG STORM DRAIN MAN HOLE IN -PLACE
9. PR07FCT EAIS77NG IRAN- WOR41ER PAD IN -PLACE
10. PR07FCT ENSIING COMMUNICAnON HAND HOLE IN -PLACE
11. PROTECT EXIS77NG STEEL RISER IN -PLACE
12. PROTECT EXISANG ELECTRICAL BOX PAD IN -PLACE
13 PROTECT EXI577NG ROLR OP77C VAULT IN -PLACE
14. PR07FCT EXISANG GAS VALVE IN -PLACE
15. PROTECT £XISI7NG AT &T BOX IN -PLACE
16. PROTECT EXISANG SOG&E HAND HOLE IN -PLACE
17 PROTECT EAIS77NG STREET LIGHT HAND HOLE IN -PLACE
18. PROTECT EXISANG GAS VAULT IN -PLACE
19. PROTECT EXIS77NG AC PAVEMENT IN -PLACE
20. PROTECT EXISANG 15" VCP SEWER MAIN AND MANHOLE IN -PLACE
21. PROTECT EAYS77NG STREET LICHT IN -PLACE
PROPOSEDLIL"ROVEWENIS 0
1. TRENCH RESURFACING PER CITY OF ENCINIMS STANDARD
TRENCH BAMRLL AND RESURFACING DETAIL
2 SEWER LATERAL INSTALLAnON PER SDRSD SS-01
3
3. SEWER CLEANOUT PER SDRSD SC -01, TYPE B
w
4. SEWER MANHOLE PER SDRSD SV -01
Z� 4$
;
5. CURB OUTLET PER 13911 -G
i
6. 6" CONCRETE CURB AND GUTTER PER 13911 -G
E
7. CONCRETE SIDEWALK PER 13911 -G
3
V)
w
* ALL NEW ANDIOR MODIFIED MANHOLES TO BE EPDXY LINED
o
AND SPARK TESTED PER GREEN BOOK STANDARDS I "
20 10 0 20 40
SCALE: 1" = 20'
C/ T Y O F EN C /N/ TA S- D E V EL 0 P M EN T S E R V/ C E S DEPARTMENT
CITY OF ENCINITAS VERACAL CONIROL STAAON LNC -32 INL PLANS PREPARED UNDER SUPERVISION OF RECOMMEI F APPROVED- PUBLIC SEWER IMPROVEMENT PLANS FOR.-
PT. N0. 1032 FOUND 2" SD. CO. ENG. DEPT. BRASS PUBLIC WORKS THE VULCAN HOUSE
DISC SET IN TOP OF CURB EAST SIDE OF WLCAN VINCENT L SAMPO DAZE PLANNING / DA IE 9 SIEVE EDWARD J MUM R VULCANA VENUE VACANTPROPERTY
AVENUE, 200 fEET NORTH OF E S]REET. REVIEWER ,� R.C.E. N0. 44173 $ �` 3 p. APN.• 258. 090-31
DATUM.• NA W88 ELEVAITM 92004' I ENGNELR DATE VINCENT L SAMPO DAR DALE
INSPECTOR ENGINEER OF WORK EXP. :630 19 PLANNING CASE N0.' 17 -251 CDP
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DRAWING NO. 1�1
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SHEET10F2
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