2020-14641 I - LDEV-012765-2020 (Plans)GENERAL RIGHT OF WAY NOTES: PUBLIC STREET I PLAN OWNER /PERMITTEE a E T S�
JOSEPH DIASPARRA
1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL 66, '76, AND 84 F STREET, ENCINITAS LA JOLLA, CA 92037 -3218 #300 ❑❑ y REQUEZA ST.
KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS
ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS 201- 647 -7743 F T. rn 0 X
STATED ON THE PERMIT. GENERAL RIGHT OF WAY CONT. N z
2. TI LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE STORMWATER POLLUTION CONTROL BMP NOTES ��0 o o
MUST BE MARK�DAN WHITE PAUNDERGROUND PRIOR TO UTILITIES AT CONTACTING (USA). IMMEDIATELY THE PROPOSED DIG AREA 271MMED ATELYYAFTERHBACKOFILLINGN AFTERRCOMIPLEDTION OFTTHELREFILLING SURFACED THE SITE ADDRESS S. 0 � z F
BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED RELATIVE TO CONSTRUCTION ACTIVITIES 66, NI AND 84 F STREET N E BA RD =
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 CONCRETE WASHOUT: ENCINITAS, CA 92024 �❑ m
APN# 258 - 202 -23 24 AND 25
CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF N o s
THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE a
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, K T.
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 SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM LEGAL DESCRIPTION SANTA FE DR.
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.
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
PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES CONTINUALLY MAINTAINED. CONSTRUCTION SITE ACCESS: LOTS 18, 20, 22, AND 24 IN BLOCK B OF MCNIELL o
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, AND KEY'S SUBDIVISION OF EAST BLOCK 6 OF
ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER 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 ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY
PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD OF SAN DIEGO, STATE OF CALIFORNIA, 71
THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ACCORDING TO MAP THEREOF NO. 112 FILED IN VIC� N4A
ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. THE COUNTY SAN DIEGO COUNTY RECORDER
(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, THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT CONSTRUCTION VEHICLES: OFFICE RECORDED APRIL 5, 1887.
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
CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA 29, IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY SHALL BE MADE OFF -SITE.
PROGRESS. ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL 0 WNERS CERTIFICATE
CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF EROSION CONTROL:
6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND COMPUTED BY THE DEVELOPMENT SERVICES DIRECTOR. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
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 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
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.
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
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. SIGNATURE: ________. _________ DATE: ________________
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 JOSEPH DIA 'PARRA, MANAGER
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. "F" STREET PROJECT, LLC
AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) BORE PITS MAY BE REQUIRED.
633 -2770. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
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 BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER ,
9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND HAS A SPECIAL CONCERN. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT SOILS ENGINEERS 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, DANIEL B. ADLER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
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 PRINCIPALLY 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 30TH, 2019. 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 ENGINEE 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 THAT THE RECOMMEND TIO INCLU D IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY ON -SITE CONSTRUCTION MATERIAL STORAGE: INCORPORATED IN T GR IN P SAND 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. SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY 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 WI TIN . -------- -- -- - - - -- rr�C SS /p
F�AGMAN,PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME CITY THE TREE TREEDRIP CANOPY AREA
PROJECTIONAREA ONFROM E GROUND)N TREE CONTRACTOR SHALL
OR REDOVCIDEPOLL�TIONROF FOR RCE NO.: ___36037_____ __ ___ ___ __ __ ___ A�qe
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 6/30/22 �
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 CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM EXP. DATE: __________________________ 037 m
REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY TO ADDRESS THE TREE REMOVAL. CONCENTRADED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE JOB CWE 2180558.01
COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A #: - - - - -- ----------------- - - - - -- EXP 6
AUTHORIZED REPRESENTATIVE. 0 22 f
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. CHRISTIAN WHEELER ENGINEERING
36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA s Q
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 3980 HOME AVENUE
DIRECTIVE 09 -06 AT NO COST TO THE CITY. TRAINING:
METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES SAN DIEGO, CA 92105 F A
ARE EQQIR REQUIRED
ED DVE COLD MI DRAWING ASPHALT Y 1�
RAMPS O ALL (4) SIDES AND MUST BE MAINTAINED. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL 619- 550 -1700
REFER O
EROSION CONTROL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSEPH DIASPARRA AT (201) 647 -7743 THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
1996. 24 HOURS A DAY. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STATEMENT OF ENGINEER OF WORK
15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING WASTE MANAGEMENT: THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S
SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE 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 WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY
LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
BACKFILL. ENGINEERING INSPECTOR. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS DIKES SHALL IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR
BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE 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 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 RESPONSIBLIITY 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH 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 TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 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
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF CIRCUMSTANCES WHICH MAY ARISE. BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND
TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
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
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE BE INCORPORATED HEREON. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES SIGNATURE: DATE: 9 -8 -2020
APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. AROUND THE SITE. STEVEN R. JONES
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL SLOPE AT THE CONCLUSION OF EACH WORK DAY. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM SHEET INDEX
DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH STORMDRAIN INLETS ON PERVIOUS SURFACES.
OR BACKFILLING. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM SHEET DESCRIPTION
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE NOTIFICATIONS CONSTRUCTION SITE.
(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 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE 2. NOTES
OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770. 3. PLAN AND PROFILE
SURFACE. THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 4. PLAN AND PROFILE
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
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 - CSD - (760)- 633 -2770
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 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
CONDITION. D. CABLEH�VE COBCCOMMUNIC(ATIONS4(760) 1806 -9809 X -2233
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 IMPERVIOUS AREA BMP PROJECT STATUS
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. EXISTING IMPERVIOUS AREA = 4,000 sf
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE PROPOSED IMPERVIOUS AREA = 9,900 sf
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: REPLACED IMPERVIOUS AREA = 4,000 sf
KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT EXISTING SITE AREA = 15,841 sf
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED TO REJECTION AND REMOVAL. STANDARD
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A PpFESSIp
CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. eN R �Nq�
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 FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE PROTECTION DIST.
BECOMING A NUISANCE OR ANNOYANCE.
COASTAL LAND SOLUTIONS, INC. w No . 65124 m
SDWD W20 -030
C �\ 577 SECOND STREET 9/24/20 L ENCINITAS, CA 92024 STq� CIVIL P��P q 4� �I OJ°/21/2D20 J `�I ?3I?a2o
i� PH (760) 230 -6025 F OF CA�ZF� SI DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE
1� FAX (760) 230 -6026 SIGNATURE EXPIRES TWO YEARS AFTER DATE SIGNED
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS sR J DRAWN R Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPAR9�EN DRAWING NO.
CITY OF ENCINITAS VERTICAL CONTROL STATION INT. DATE IMPROVEMENT PLAN FOR: A.P.N. 258- 202 -23, 24,
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS PLANS PREPARED E THE SUPERVISION OF RECOMMENDED APPROVED /^� #
DISC IN TOP OF CURB EAST SIDE OF VULCAN. PUBLIC WORKS 9 -8 -2020 Sbow,Nowa.k� ��,��e � IF STREET PROJECT LL
ELEVATION = 92.004' PLANNING DATE: """`"� 66 76 AND 84 F STREET 14641 -I
DATUM = NAVD 88 STEVEN R. JONES DATE K^ R.C.E. N0. 65124 STEVE NOWAK EDWARD J. WIMMER > >
REVIEWER STEVEN R. S 9130/2020 9'/3012020 ENCINITAS, CA 92024 LDEV- 012765 -2020
SENIOR ENGINEER DATE INSPECTOR EXP. 9 -30 -21 DATE DATE PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 1 OF 4
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ENCINITAS SANITARY /CARDIFF SANITATION DISTRICT SEWER NOTES.•
ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION .GREENBOOK., (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL
STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE
FOLLOWING SPECIAL PROVISIONS:
TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER
WAS WI -01, 02, & 03.
1. PIPE AND BEDDING CONDITIONS:
A ALL PIPE SHALL HAVE 4. MINIMUM OF .. CRUSHED ROCK BENEATH THE PIPE.
B V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12. MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL,
CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30
OR BETTER.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12. MINIMUM ABOVE THE PIPE
SHALL BE .. CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES
ARE 1% OR GREATER.
2. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES
SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER.
3. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02. POURED IN PLACE
MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE
BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL.
4. THE CONSTRUCITON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02. LATERALS SHALL NOT
DISCHARGE DIRECTLY INTO MANHOLE.
5. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP -07.
6. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE.
7. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON
ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK.
8. FOR SEWER LATERAL TABLE, SEE SHEET 3 AND 4.
9. AS BUILT. DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK.
10. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO
ACCEPTANCE FOR PUBLIC USE.
11. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
12. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF
BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760 - 633 -2770.
13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY
EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
14. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE
AS- BUILTS.
15. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE BURIED UTILITY WARNING
AND IDENTIFICATIN TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED
WITHIN PUBLIC RIGHT -OF -WAY.
16. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE
SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN.
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE
SANITARY SEWER SYSTEM.
18. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF
TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT
TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION (SEE 500- 1.1.5).
19. SEWER MANHOLE LINING:
(A) NEW MANHOLES WITH 8 -10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE
COATED WITH EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK.
(B) NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES
SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500 -2.5 OF THE GREENBOOK.
(C) EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND
REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINIG FOR THAT
MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL
BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK.
EXCEPTIONS OR VARIATION TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A
SPECIFC CASE -BY -CASE BASIS BY THE CITY ENGINEER.
20. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOU PAYING SEWER CAPACITY FEES, PROCESSING A
CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED.
21. MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -IRON TYPE WITH A
36 -INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24 -INCH DIAMETER WITH LETTERING "CITY OF
ENCINITAS" AND "SEWER" SIMILAR TO WHAT IS INDICATED ON SDRSD M -1.
CHANGE NO.
DESCRIPTION APPROVED DATE BENCHMARK
CITY OF ENCINITAS VERTICAL CONTROL STATION
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS
DISC IN TOP OF CURB EAST SIDE OF VULCAN.
ELEVATION = 92.004'
DATUM = NAVD 88
STEVEN R. JONES
SENIOR ENGINEER
DATE
DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
INT. I DATE PLANS PREPARED
STEVEN
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 90 %, 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.
THE SUPERVISION OF
DATE: 9 -8 -2020
R.C.E. N0. 65124
EXP. 9 -30 -21
ENGINEERING DIVISION APPROVALS
RECOMMENDED
APPROVED
Steve, Nawa.kl
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STEVE NOWAK
EDWARD J. WIMMER
913012020
9'13012020
DATE
DATE
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS 255
Co
EXISTING CONTOURS �
w
EXISTING EDGE OF PAVEMENT
CENTERLINE -
EXISTING WATER MAIN -w -w
EXISTING SEWER MAIN
EXISTING FENCE X u
EXISTING RETAINING WALL - -
PROPOSED
SEWER
LATERAL
S -17
n
PROPOSED
WATER
SERVICE
WAS (WS
-09) (WC -17)
PROPOSED CMU RETAINING WALL
PROPOSED FENCE _x _x
LIMITS OF GRADING W W
BUILDING FOOTPRINT
DRAINAGE DIRECTION - - -
FLOWLINE SWALE - --
G-7 CONCRETE SIDEWALK °
D-27 CURB OUTLET (2 -3" PIPES)
PVC STORM DRAIN PIPE
(SEE GRADING PLAN)
PROPOSED 4" HARDSCAPED AND
SIDEWALK AREAS (G -7)
PERMEABLE PAVERS (DRIVEWAY)
GRASSCRETE /TURFSTONE (DRIVEWAY)
BELGARD
PERMEABLE
PAVERS
OVER 2"
THICK 3/8"
BEDDING COURSE
OVER 4"
THICK 1/2"
CHOCKER COURSE
OVER 6"
THICK 3/4"
CRUSHED ROCK
AREA DRAIN AND 3" PVC PIPE
(SIDEWALK UNDERDRAIN D -27)
G -4A 4" ROLLED CURB & GUTTER
G -4B CURB TRANSITION
4" HMA PAVING OVER 12"
CLASS II AGGREGATE BASE
2" GRIND AND OVERLAY
G -14A DRIVEWAY APRON
G -1 CONCRETE CURB
4" DG PATH
QPOFESSI /N
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COASTAL LAND � rn
SOLUTIONS, INC. No . 65124 Fn
C L577 SECOND STREET
ENCINITAS, CA 92024 sx IVI�
i� PH (760) 230 -6025 9TF OF CA�ZF�P
1� FAX (760) 230 -6026
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
IMPROVEMENT PLAN FOR: A.P.N. #258- 202 -23, 24, AND 25
F STREET PROJECT, LLC
66, 76, AND 84 F STREET
ENCINITAS, CA 92024
PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19
F: \MISC \IB5 CLS 15B5 fancornis F street (Encinitas) \CLS #15B5 FCORNISH GP 9 -4 -20 v43.pro
DRAWING NO.
14641 -I
LDEV- 012765 -2020
SHEET 2 OF 4
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NOTE:
1. EXISTING OVERHEAD UTILITY SERVICES TO BE
UNDERGROUNDED
2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL
BE REMOVED. NO PRIVATE ENCROACHMENT
ALLOWED WITHOUT PERMIT.
4. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN
SEWER LATERAL AND OTHER UTILTIES
5. CONNECT SEWER SERVICE LATERALS TO SEWER
MAIN PER SDRSD S -13.
6. CONTRACTOR SHALL SUBMIT ALL PROCEDURES AND
MATERIALS PERTAINING TO LATERAL WORK TO LWD FOR
REVIEW AND APPROVAL PRIOR TO LATERAL INSTALLATION.
GRAPHIC SCALE 1"=10'
0 10 20 30
SEWER LATERAL TABLE - F STREET
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
4 +41.25
142.42'
33.00'
0.5'
143.78'
2%
149.36'
5.58'
145.33'
NONE
YES
F street (Encinitas) \CLS #1585 FCORNISH GP 9 -4 -20 y43.pro
2
2
4 +57.44
142.95'
33.00'
0.5'
144.11'
2%
150.50'
6.39'
147.00'
NONE
YES
3
3
4 +95.33
144.20'
33.00'
0.5'
145.36'
2%
153.20'
7.84'
150.00'
NONE
YES
4
4
5 +11.52
144.72'
33.00'
0.5'
145.88'
2%
154.00'
8.12'
150.00'
NONE
YES
-
2 +99
145.00'
21.30'
4.5'
150.60
5%
156.60'
6.00'
157.50'
159.00'±
YES
DEEP CUT
PER S -18
CURB DATA
NO.
DELTA
RADIUS
LENGTH
DESCRIPTION
1�
S83' 55' 54 "W
4 +69.18
144.56'
CONCRETE CURB PER G -1, G -2, G -4A, G -4B, 6" FLUSH
❑2
77° 31'21"
30'
37.56'
CONCRETE CURB PER G -1
�3
S2' 52' 46 "W
5 +61.22
76.46'
CONCRETE CURB PER G -1, A -DIKE PER G -5
R/W
15%
32.50'
PERMEABLE PAVER DRIVEWAY
SEE GRADING PLAN FOR DETAILS
5'
57 1 2%
-1 1 1 -1 1 1 -1 1 1 -1 1 1 1 1 1 1 1 ' ''' 1 1 1 - ,
SEPARATED SIDEWALK
PER SDRSD G -7
TYPE G CURB AND GUTTER
PER SDRSD G -2
R/W
CENTERLINE
F STREET
CENTERLINE
STRIPE AT
CROWN
TC 12' 2.5 12.5'
4.5' EP
-1 1' SAWCUT
\ 2% 2%
r
2" GRIND AND OVERLAY
TO CENTERLINE STRIPE
VARIES
_III - III - III -III III -1 I I- � - Z71� IT- I -
'--- -III III III,
-4" HMA OVER 12" AGGREGATE BASE
WIDENING SECTION
EXISTING 1" H.P. GAS MAIN
TYPICAL SECTION
NOT TO SCALE
PROFILE - NORTHERLY FLOWLINE AND TOP OF CURB F STREET
SCALE: 1"=10' Horiz, 1"=l' Vert
DISTRICT TO INSTALL 1" COPPER
WATER LATERAL AND DUAL METER DISTRICT TO INSTALL 1" COPPER PFR WAR WR - WATER LATERAL AND DUAL METER
(1Q WC -17 AT (1WNFR nn uicT Tur nkinuno onnv
C- SERIES RETAINING
WALL (TYPICAL)
KEYSTONE GRAVITY DRYSTACK INIYG
WALL WITHIN ROW.
EXISTING RETAINING WALL
EDGE OF PA�EMENTL
1" H.P. GAS MAIN
6" V,2 SEWER MAIN PER CITY /
DW9, UES1960G -PLAN/ (S= 3.28%)
==S
\pS \�
APPROXIMAk LOCATION
6" ACP WATEk MAIN
CHANGE NO.
� E/ E \ � E E `^
DESCRIPTION APPROVED DATE BENCHMARK
CITY OF ENCINITAS VERTICAL CONTROL STATION
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS
DISC IN TOP OF CURB EAST SIDE OF VULCAN.
ELEVATION = 92.004'
DATUM = NAVD 88
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MANHOLE
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NEW " SECO ARY DUIT /
TO RE -FEED SDG &E SE NDARY
HANDHOLE AT BASE 0 POLE W /
00
EXISTING 6" SEWER MAIN
F STREET
EXISTING WATER MAIN
STREET TREE TABLE
F STREET
STATION
OFFSET
TREE TYPE
4 +29.83
29' (L)
15 GALLON
CRAPE MYRTLE (NATCHEZ)/
(NATCHEZ) EMIA INDICA x
4 +69.18
29' (L)
4 +83.84
29' (Q
5 +22.95
29' (L)
5 +41.22
29' (L)
5 +51.22
29' (L)
5 +61.22
29' L
MONUMENT PRESERVATION:
SEE 14641 -G FOR ALL MONUMENT PRESERVATION
NOTES PERTAINING TO CONSTRUCTION WITHIN
OR NEAR THIS SITE.
ENCROACHMENT, MAINTENANCE & REMOVAL
AGREEMENT RECORDED 2020.
AS DOCUMENT NO. 2020_ OF O.R.
BELGARD PERMEABLE PAVING STONE OR EQUAL
2" THICK NO.8 AGGREGATE
4" THICK NO.57 AGGREGATE 8. a
6" THICK 3/4" CRUSHED ROCK
-
TYPICAL PERMEABLE PAVERS
N TS
R/W
_772 r- - I E /
j \ \� E - QPOFESSI�N
RE -FEED AT &T ELECTRIC METER PEDESTAL- r b7 E (`O R . q�
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COASTAL LAND rn
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SITE PLAN - F STREET STREET IMPROVEMENTS SOLUTIONS, INC. No . 65124
SCALE: 1" = 10' C L 577 SECOND STREET NNJJ ENCINITAS CA 92024 s P
STEVEN R. JONES
SENIOR ENGINEER
PUBLIC WORKS
DATE PLANNING
REVIEWER
DATF INSPECTOR
i� PH (760) 230 -6025 T9TF
OF CA
1� FAX (760) 230 -6026
DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SRJ SRJ SCE
INT.
DATE
PLANS PREPARED THE SUPERVISION OF
DATE: 9 -8 -2020
RECOMMENDED APPROVED
Sb"elNo-wak/ Y.W 6111
IMPROVEMENT PLAN FOR: A.P.N. #258- 202 -23, 24, AND 25
F STREET PROJECT, LLC
14641 -I
R.C.E. NO. 65124
STEVEN S
EXP. 9 -30 -21
STEVE NOWAK EDWARD J. AMMER
9/30/2020 f /3o/ZoZo
DATE DATE
66, 76, AND 84 F STREET
ENCINITAS, CA 92024
PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19
LDEV- 012765 -2020
SHEET 3 OF 4
F: \MISC \185 CLS 1585 fancornis
F street (Encinitas) \CLS #1585 FCORNISH GP 9 -4 -20 y43.pro
U
z
0
0
H
0
U
NOTE:
1. EXISTING OVERHEAD UTILITY SERVICES TO BE
UNDERGROUNDED
2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL
BE REMOVED. NO PRIVATE ENCROACHMENT
ALLOWED WITHOUT PERMIT.
4. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN
SEWER LATERAL AND OTHER UTILTIES
5. CONNECT SEWER SERVICE LATERALS TO SEWER
MAIN PER SDRSD S -13.
6. CONTRACTOR SHALL SUBMIT ALL PROCEDURES AND
MATERIALS PERTAINING TO LATERAL WORK TO LWD FOR
REVIEW AND APPROVAL PRIOR TO LATERAL INSTALLATION.
f
GRAPHIC SCALE 1 " =10'
0 10 20 30
SEWER LATERAL TABLE - CORNISH DRIVE
NO.
DELTA
STREET
LENGTH
DESCRIPTION
10
LATERAL
DATE
144.56'
DEPTH
❑2
UPSTREAM
30'
37.56'
SEQ.
UNIT
STATION OF
INVERT
LENGTH
CONCRETE CURB PER G -1, A —DIKE PER G -5
ELEV
GROUND
BELOW
PAD
MH RIM
BACKWATER
NO.
NO.
LATERAL
AT MAIN
OF
DROP TO
AT PL
LATERAL
ELEV.
PL
ELEV.
ELEV.
VALVE
REMARKS
AT MAIN
IE
LATERAL
MAIN
IE
SLOPE %
AT PL
PL TO IE
FT.
FT.
REQ'D
—
11 +13
145.00'
21.30'
4.5'
150.60
5%
157.00'
6.40'
157.50'
159.00't
YES
DEEP CUT
PER S -18
CURB DATA
NO.
DELTA
RADIUS
LENGTH
DESCRIPTION
10
S83- 55' 54 "W
DATE
144.56'
CONCRETE CURB PER G -1, G -2, G -4A, G -4B, 6" FLUSH
❑2
77' 31'21"
30'
37.56'
CONCRETE CURB PER G -1
❑3
S2' 52' 46 "W
76.46'
CONCRETE CURB PER G -1, A —DIKE PER G -5
CHANGE NO.
PROFILE - CURB RETURN
SCALE: 1"=10' Horiz, 1"=l' Vert
140
WITH THERMOPLASTIC
—S S
\ M
53\
0
nn W
DESCRIPTION APPROVED DATE BENCHMARK
CITY OF ENCINITAS VERTICAL CONTROL STATION
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS
DISC IN TOP OF CURB EAST SIDE OF VULCAN.
ELEVATION = 92.004'
DATUM = NAVD 88
CMU RETAINING WALL PER
SDRSD C -1 OR EQUAL
R/W
BASIN
TB
8'
5.5'
2%
EXISTING 8" ACP WATER MAIN
R/W
CENTERLINE
CORNISH DRIVE
R/W
20'
20'
I
EP
12' 9.5't
-4" DG PATH 2" GRIND AND
OVERLAY TO
— 1' SAWCUT MIN. CENTERLINE
=L IJ = lir LdiTml 1�11I I�)� I�11 1�11LrT�iT�iTz�`
-4" HMA OVER 12" CLASS II BASE
-TYPE A DIKE PER SDRSD G -5
EXISTING WATER MAIN
EXISTING SEWER MAIN
TYPICAL SECTION - F STREET
NOT TO SCALE
PROFILE - WESTERLY FLO WLINE AND TOP OF CURB CORNISH DRIVE
SCALE: 1 " =10' Horiz, 1 " =1' Vert
STEVEN R. JONES
SENIOR ENGINEER
DATE
DATE
SITE PLAN - CORNISH DRIVE IMPROVEMENTS
SCALE: 1"=10'
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
INT. I DAB PLANS PREPARED
THE SUPERVISION OF
DATE: 9 -8 -2020
R.C.E. N0. 65124
EXP. 9 -30 -21
'ALL 1" COPPER
AND DUAL METER
WC -17 AT OWNER
--WALK UNDERDRAL /
_�
158 - - - -- -/
170
160
150
140
M M
EXISTING 8 "/ A.C.P CL -150 PER CITY DWG W08213
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�EXISTING SEWER MAIN
1
W W
ABANDONED WATER MAIN
v \
ENGINEERING DIVISION APPROVALS
RECOMMENDED
APPROVED
Steeve�Nowa.kk
STEVE NOWAK
EDWARD J. AMMER
9/30/2020
9'13012000
DATE
DATE
COASTAL LAND
SOLUTIONS, INC.
C L�577 SECOND STREET
L� ENCINITAS, CA 92024
i� PH (760) 230 -6025
1� FAX (760) 230 -6026
QPOFESSIO�-,
�Q J� �
LLj(� No. 65124 v Fin
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\ \OF CA\-
CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT
IMPROVEMENT PLAN FOR: A.P.N. #258- 202 -23, 24, AND 25
F STREET PROJECT, LLC
66, 76, AND 84 F STREET
ENCINITAS, CA 92024
PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19
F: \MISC \185 CLS 1585 fancornis F street (Encinitas) \CLS #1585 FCORNISH GP 9 -4 -20 v43.pro
DRAWING NO.
14641 -I
LDEV- 012765 -2020
SHEET 4 OF 4
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