2020-14641 G - LDEV-012763-2020 (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP
WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR
A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVED DRAINAGE FACILITY.
UTILITY NO TE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORTS TITLED "REPORT OF PRELIMINARY GEOTECHNICAL
INVESTIGATION F STREET RESIDENTIAL DEVELOPMENT" DATED JANUARY
30, 2019, PREPARED BY CHRISTIAN WHEELER ENGINEERING SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION
WITH IMPROVEMENT PLANS.
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5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING
UNDER PERMIT 14641 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE
GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED
WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT
CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE,
IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS
THE TREE REMOVAL.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE
INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR
SHALL DIVERT, DIRET OR TEMPORARILY HALT GROUND- DISTURBING ACTIVITIES
IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF
SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY
DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME
OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE
DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST
IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR
ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT
SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY
NECESSSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED
TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5,
IF HUMAN ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY,
THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED
REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S
OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTRUBANCE OF THE
DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT
REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY
AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL
THECORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION
PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A
TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING
THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTETED (AS
DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN
MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW
AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO
WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER
AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN,
HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC)
WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY
DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL
BE KEPT IN SITU ( "IN PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY
TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY
OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSEPH DIASPARRA
AT 201 - 647 -7743, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN 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 SATISFACTION 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
OPERATION 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 POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
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 WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS
AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER
PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD
THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER
IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA
OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT
BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH
ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT
ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE
AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW
OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE
CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
STORMWATER POLLUTION CONTROL
BMP NOTES RELATIVE TO CONSTRUCTION
ACTIVITIES
CONCRETE WASHOUT:
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS:
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED
STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES:
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE
SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES
TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING:
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT:
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
CHANGE NO.I DESCRIPTION I APPROVED I DATE I BENCHMARK I AS -BUILT APPROVALS
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
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).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E. LINE CROSSING LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING 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.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
9. 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.
0 WNERS CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASEMENTS.
SIGNATURE: ------------------ - - - - -- DATE: ---------------
JOSEPH DIA PARRA, MANAGER
"F" STREET PROJECT, LLC
SOILS ENGINEER'S CERTIFICATE
I, DANIEL B. ADLER, A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON JANUARY 30, 2019 ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEEER,
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
PROJECT HAVE BEEN INCO RATED THE GRADING PLANS AND
SPECIFICATIONS.
SIGNED: rrc�_,)C SS /p4 R.C.E.: 36037--------- - - - - -- EXP. DATE:6�30�??600 22
JOB #: ____.00LE21$Qa,5_8_Ql ---------- V EXP. /3
CHRISTIAN WHEELER ENGINEERING t�q
3980 HOME AVENUE F A
SAN DIEGO, CA 92105
619- 550 -1700
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
BY: 9 -8 -2020
STEVEN R. JONE DATE
FESS
RCE 65124
QF\0 I pN
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COASTAL LAND SOLUTIONS, INC. d No . 65124 .Zo
C� 577 SECOND STREET
L ENCINITAS, CA 92024 VIC �P
i� PH (760) 230 -6025 9TF OF CA�ZF�P�
1� FAX (760) 230 -6026
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VICINITY MAP
0 WNER/PERMITTEE
JOSEPH DIASPARRA
2223 AVENIDA DE LA PLAYA #300
LA JOLLA, CA 92037 -3218
201 - 647 -7743
SITE ADDRESS
66, 76, AND 84 F STREET
ENCINITAS, CA 92024
APN# 258 - 202 -23, 24, AND 25
LOTS 18, 20, 22, AND 24 IN BLOCK B OF MCNIELL
AND KEY'S SUBDIVISION OF EAST BLOCK 6 OF
ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 112 FILED IN
THE COUNTY SAN DIEGO COUNTY RECORDER
OFFICE RECORDED APRIL 5, 1887. SEE CERTIFICATE
OF COMPLIANCE RECORDED ON DECEMBER 5, 2017
AS FILE NO. 2017 - 566393 OF OFFICIAL RECORDS.
EARTHWORK QUANTITIES:
EXCAVATION (CUT) 3,232 CUBIC YARDS
EMBANKMENT (FILL) 75 CUBIC YARDS
3,157 CUBIC YARDS EXPORT
MAX. DEPTH OF CUT: 12 FEET
MAX. DEPTH OF FILL: 3 FEET
R"ERVIOUS SURFACE:
EXISTING IMPERVIOUS AREA = 4,000 sf
PROPOSED IMPERVIOUS AREA = 9,900 sf
REPLACED IMPERVIOUS AREA = 4,000 sf
EXISTING SITE AREA = 15,841 sf
NOTES:
1. ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED
DURING CONSTRUCTION SHALL BE REPAIRED AND /OR
REPLACED TO THE SATISFACTION OF THE CITY
ENGINEER PRIOR TO FINAL APPROVAL.
2. THE EXISTING SURVEY MONUMENTS SHALL BE
PROTECTED IN PLACE. IF ANY MONUMENT IS DISTURBED
OR DESTROYED IT SHALL BE
REPLACED BY A LICENSE LAND SURVEYOR AND SHALL
FILE A CORNER RECORD WITH THE COUNTY OR BE
INCLUDED WITH FINAL PARCEL MAP.
3. ALL SERVICE LINES TO THE SUBJECT BUILDINGS SHALL
BE CONSTRUCTED CONSTRUCTED UNDERGROUND.
4. REFER TO ARCHITECTURAL SITE PLAN FOR WALL
FINISHES AND COLORS.
SHEET INDEX
SHEET
NO.
1
TITLE SHEET
SHEET
NO.
2
GRADING
AND DRAINAGE PLAN
SHEET
NO.
3
SECTIONS
AND DETAILS
SHEET
NO.
4
EROSION
CONTROL PLAN
SHEET
NO.
5
SHORING
PLAN
PREPARED BY
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
760 - 230 -6025
DATE OF SURVEY: OCTOBER 11, 2018
BY SAMPO ENGINEERING INC.
BMP PROJECT STATUS
_►O_ ull
PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
INT. I DATE PLANS PREPARED
STEVEN
cl 1� .LD
DATE
�IVD THE SUPERVISION OF
DATE: 9 -8 -2020
R.C.E. N0. 65124
S
EXP. 9 -30 -21
SDWD W20 -030
() ` 9/25/2020 \ 9/23/20 0J°/2V2020 lqcdw.+
J.�
DATE SIGN DATE SIGN DATE SIGN DATE
(SIGNATURE EXPIRES 2 YEARS AFTER DATE)
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
RECOMMENDED
APPROVED
GRADING PLAN FOR: A.P.N. #258- 202 -23, 24, AND 25
StevelNawak.
Y. V.,
F STREET PROJECT, LLC
14641- G
STEVE NOWAK
EDWARD J. WIMMER
66, 76, AND 84 F STREET
9/3012020
9' /301zozo
ENCINITAS, CA 92024
LDEV- 012763 -2020
DATE
DATE
PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19
SHEET 1 OF 8
F: \MISC \185
CLS 1585 fancornis F street
(Encinitas) \CLS #1585 FCORNISH GP 9 -4 -20 v43.pro
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ALL MONUMENTS CALLED OUT AS TO BE PROTECTED
IN PLACE OR REPLACED AFTER CONSTRUCTION TO
BE VERIFIED PRIOR TO FINAL AS- BUILTS AND CONFIRMED
OR REPLACED AS NEEDED BY A LICENSED LAND SURVEYOR.
l
TWOFS= 156.21
BWOEX= 153.00
GRAPHIC SCALE 1 " =10'
0 10 20 30
COASTAL LAND SOLUTIONS, INC.
C LI� 577 SECOND STREET
ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
GRADING AND DRAINAGE PLAN
NOTES:
1. REMOVE ALL EXISTING ONSITE TREES AND STREET TREES WITHIN THE ROW.
SEE LANDSCAPE PLAN FOR LOCATION OF NEW STREET TREES BY OTHERS
PLAN VIEW
SCALE: 1"=10'
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS
CITY OF ENCINITAS VERTICAL CONTROL STATION
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS
DISC IN TOP OF CURB EAST SIDE OF VULCAN. PUBLIC WORKS
ELEVATION = 92.004' PLANNING
DATUM = NAVD 88 STEVEN R. JONES DATE
REVIEWER
SENIOR ENGINEER DATE INSPECTOR
EX =154.09
TRENCH RESURFACING
PER SDRSD G -24A
(TYPICAL)
W � —
TWOFS= 158.00
BWOFS- 05�
TC=158.00
FS- 157.50
TC =157.43
EX- 154.50
3
/
i
ti
EXz/154.25
BELGARD PERMEABLE PAVING STONE OR EQUAL
2" THICK NO.8 AGGREGATE
4" THICK NO.57 AGGREGATE
6" THICK 3/4" CRUSHED ROCK —
0.33' (LESS THAN 5% OF I
3/4" CRUSHED ROCK BASE
(6" THICK)
COMPACTED SOIL SUBGRADE
T'VDTr4 A T 1010101►AD A DT 1Q D A 17VD C
AND TRUNCATED DOME MAT
G -27 AND G -30
EXISTING GRADE
6" PVC PIPE INLET WITH
2'x2' x 6 "0 ROCK DISSIPATOR
2 M AND PLANTS
AT 188" " O.C. O. MIN.
*12" ENGINEERED SOIL /
3" THICK 3/8 AGGREGATE)
* *12" THICK 3/4" CRUSHED ROCK
RATIVE GRAVEL /PLANTING
IN PLACE CONCRETE PAVER
CUSTOM PERMFARLE PAVERS (DRIVEWAY)
N TS
UGb1bIVGU 6T: Uh{A CT: �nt�rt
Sn CT: ENGINEERING DIVISION APPROVALS
SRJ SRJ SCE E
INT. DATE PLANS PREPARED D R THE SUPERVISION OF RECOMMENDED APPROVED
DATE: 9 -8 -2020 StieyerNoAy0Lk e ec.d Y. v., R.C.E. N0. 65124 STEVE NOWAK EDWARD J. AMMER
STEVEN ES EXP. 9 -30 -21 DATO /2020 DATE lZOZO
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS 255
EXISTING CONTOURS 255
EXISTING EDGE OF PAVEMENT
CENTERLINE —
EXISTING WATER MAIN _w _w
EXISTING SEWER MAIN _S _s
EXISTING ELECTRIC LINE
EXISTING JOINT POLE C-Q,
EXISTING BUILDING
EXISTING HARDSCAPE
EXISTING FENCE
EXISTING BLOCK WALL
BUILDING FOOTPRINT
DRAINAGE DIRECTION
X X-
FLOWLINE SWALE E - --
BELGARD
PERMEABLE
PAVERS (PARKING)
OVER 2"
THICK 3/8"
BEDDING COURSE
OVER 4"
THICK 1/2"
CHOCKER COURSE
OVER 6"
THICK 3/4"
CRUSHED ROCK
CUSTOM PERMEABLE PAVERS (DRIVEWAY)
4" CONCRETE HARDSCAPE I .
4" PERVIOUS CONCRETE (DRIVEWAY)
4" DG PATH
GRASSCRETE /TURFSTONE (DRIVEWAY)
DEEPEND FOOTING /STEM WALL
SDRSD SEWER LATERAL SS -01, SS -02
WATER SERVICE, WS -01
6" CONCRETE CURB B -1
CMU RETAINING WALL C- SERIES
3" PVC STORM DRAIN PIPE
6" AND 12" NDS AREA DRAIN INLET
6" TRENCH DRAIN, (TRAFFIC RATED)
WITH SUMP AND PUMP
DOWNSPOUTS
BUILDING SUBDRAIN TO CONNECT
TO SEPARATE SUMP & PUMP
S OS
W�W
991.0
HATCHED AREA REPRESENTS LANDSCAPED
TREATEMENT AREA FOR BEST MANAGEMENT
PRACTICE TO BE CONSTRUCTED TO
SPECIFICATIONS OF BIORETENTION DETAIL ON PAGE 7,
APPENDIX C -3 OF THE ENCINITAS STORMWATER MANUAL.
AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY.
REQUIRED BASIN AREA = 4% x 9,900 sf = 396 sf
PROPOSED BASIN AREA = 426 sf
R/W 12" AREA DRAIN
— RETAINING WALL PER
SDRSD C -4 OR EQUAL
TW= 157.00
1' TO 2'
TYPE A DIKE
CORNISH
/---SAWCUT _DRIVE
4" HMA OVER
12" CLASS II BASE
D -27 UNDERDRAIN
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND,
15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL.
* *3 4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENDED TO
INC EASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON
ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
NO LINER
SECTION E - BIORETENTION BASIN
SCALE: 1 " =4' QPpFESSIpN
R.
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3TgT CIVIC
\ \OF CA\-
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO.
GRADING PLAN FOR: A.P.N. #258- 202 -23, 24, AND 25
F STREET PROJECT, LLC 14641 - G
66, 76, AND 84 F STREET
ENCINITAS, CA 92024 LDEV- 012763 -2020
PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 2 OF 8
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CMU RETAINING WALL PER
SDRSD C -1 OR EQUAL
CMU RETAINING WALL PER
SDRSD C -1 OR EQUAL
R/W
CENTERLINE
F STREET
4" HMA OVER
12" CLASS II BASE
C/L STRIPE
EX= 151.19
2" GRIND AND OVERLAY
TO STREET CENTERLINE
EX 6" MAIN
IE= 142.59
SECTIONS AND DETAILS
32.50' 22.66'
12' FL
EXISTING GRADE
SAWCUT
EP
1, P 4.5' 4' 8.57' 5.93' 12.16' 6' .1
4% 15% 5%
- -� 15%
GRASSCRETE-j
y h � CUSTOM
h o o N PERMEABLE
m
PAVERS
U
R/W
CENTERLINE
F STREET
R/W
32.50'
20' TC
12' _I
SAWCUT
EP F
EP= 154.22 CA STRIPE EX= 154.78 1
1. 57.
- - - - -- 7=-
4" INCH HMA OVER �o
12" CLASS II BASE
6" FLUSH CURB 18" DEEP
J�'
EX 6" MAIN (DEAD END)
IE= 145.79
P/L
BIORETENTION BASIN I
SEE TYPICAL DETAIL X
FS= 155.60
t = Ylu7_
III
PA
I.
G WALL
ST FF =1
I , GARAGE= 146.83 : I [
u X111 =� 1Lt= LLt= LLt= LLF �-
'' -1 I IJ I Lam- III -I I �I i i -I i Iii i i -i i �i i i -i
COASTAL LAND SOLUTIONS, INC.
C LL� � 577 SECOND STREET
ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
TW= 158.00
4.5' FS= 155.65
15% 1 �
PCC SIDEWALK
PER SDRSD G -07
6" CONCRETE CURB
PER SDRSD G -07
18" DEEP
BELGARD PERMEABLE PAVERS
P/L
10%
4�
SECTION A
SCALE: 1"=8'
26.64'
PA
20'
FIRST FF= 156.33
TRENCH GRATE
TG= 146.55
GF= 146.63
1 GARAGE
3' DEEPEND FOOTING
AT GARAGE (TYPICAL)
BUILDING WALL
TG- 157.40
IE= 156.57
CMU RETAINING WALL
PER SDRSD C -1 OR EQUAL
CMU RETAINING WALL PER
SDRSD C -5 OR EQUAL
CMU RETAINING WALL PER X
SDRSD C -5 OR EQUAL _ _ _ - - - -
- - - FS= 160.40
FS= 157.40
P�L
5' SYSB
FENCE BY OTHERS
CMU RETAINING WALL PER
SDRSD C -4 OR EQUAL
------ - - - - --
CMU RETAINING WALL PER
SDRSD C -1 OR EQUAL
CHANGE NO. DESCRIPTION APPROVED DATE
FS= 158.00
BENCHMARK
P/L
V BASIN SUBDRAIN TO
CONNECT TO ONSITE
ARE DRAIN SYSTEM
(TYPICAL)
CMU RETAINING WALL PER
SDRSD C -5 OR EQUAL
FIRST FF= 161.00
SECTION B
SCALE: 1"=8'
I BASEMENT FF= 145.83 I
20' P/L
TW= 161.83
FF= 158.00 2 " FS= 157.63
GRASSCRETE /TURFLOCK
PERMEABLE PAVERS
CMU RETAINING WALL PER
SDRSD C -1 OR EQUAL
_,
FENCE BY OTHERS-----_
CMU RETAINING WALL PER
SDRSD C -5 OR EQUAL X
'
FINISH GRADE 2
I
2" MULTCH
*12" ENGINEERED SOIL
3" THICK 3/8 AGGREGATE
TOP OF GRATE IS
6" INCHES ABOVE
BASIN TYPICAL
2' I -PLA
TS 18" O.C. MIN.
INSTALL 30 MIL LINER
AT SIDES AND BOTTOM
• OF ALL BASINS UNITS 1 -4
* *12" THICK 3/4" CRUSHED ROCK •°
0 °
4" PERFORATED SUBDRAIN
CONNECT TO AREA DRAIN
3" SOLID PIPE OUTLET
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND,
15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL.
**3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENDED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON
ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
INSTALL 30 MIL LINER AT SIDES AND BOTTOM OF ALL BIORETENTION BASINS AT UNITS 1 -4
TYPICAL BIORETENTION BASIN
SCALE: 1"=2'
NOTE - SPECIAL INSPECTION REQUIRED:
PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES,
AS- BUILTS, AND /OR GRADING PLAN SIGNOFF, WHICHEVER MAY COME
FIRST, THE ENGINEER OF RECORD SHALL FIELD SURVEY AND VERIFY
THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 10,000 SF.
A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO
THE ENGINEERING FIELD INSPECTOR. IF 10,000 SF OR MORE OF IMPERVIOUS
SURFACE IS CREATED, THE PROJECT SHALL BE CONSIDERED A PRIORITY
DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY
TREATMENT AND SHALL COME INTO FULL COMPLIANCE WITH THE
PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS BMP
DESIGN MANUAL.
IMPERVIOUS AREA SPECIAL INSPECTION REPORT PREPARED BY
DATED _______________ ON FILE WITH
ENGINEERING DIVISION.
p/L OTHERS E(TYPICAL)
BIORETENTION BASIN R/W
SEE TYPICAL DETAL 20'
CMU RETAINING WALL PER
�SDRSD C -1 OR EQUAL EXISTING GRADE -
CUSTOM PERMEABLE PAVERS (DRIVEWAY) 4' 4' TC 12'
FS= 160.40 - - - - - - -
GRASSCRETE /TURFBLOCK
--1' SAWCUT
9.677 2%
�2" GRIND /OVERLAY
TO CENTERLINE
4" HMA OVER
12" CLASS II BASE
MODIFIED G -14 A/D DRIVEWAY APRON
Tj
G -7 SIDEWALK
SECTION C 12" CLASS II BASE
SCALE: 1"=8'
FIRST FF= 161.00
I FS= 160.40 III FS= 160.40 I
--- - - - - --
-- TRENCH DRAIN TG= 148.22
TRENCH DRAIN TG= 146.55 Ir
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
SECTION D
SCALE: 1"=8'
P/L
WOOD FENCE BY
P/L OTHERS (TYPICAL)
B 5' SYSB
CMU RETAINING WALL PER
SDRSD C -1 OR EQUAL
FLOWLINE F STREET
- -- TRENCH DRAIN TG= 148.22 TRENCH DRAIN TG= 151.22
SECTION F
SCALE: 1"=8'
BUILDING WALL
EXISTING GRADE BASIN
FS= 156.00
FF= 158.00 5%
BIORETENTION BASIN -
SEE DETAIL THIS SHEET
CMU RETAINING WALL PER`/
SDRSD C -1 OR EQUAL
P
NOTE: ALL BASIN SUBDRAINS SHALL DRAIN TO CURB VIA GRAVITY.
DRIVEWAY SUMP PUMPS SHALL DRAIN TO BASINS
AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY:
SRJ SRJ SCE
INT. DATE PLANS PREPARED D R THE SUPERVISION OF
PUBLIC WORKS
DATE: 9 -8 -2020
STEVEN R. JONES DATE PLANNING
REVIEWER STEVEN ES R.C.E. N0. 65124
SENIOR ENGINEER DATE INSPECTOR EXP. 9 -30 -21
R W
CENT RLINE
CORNISH AVE.
R/W
CENT RLINE
R/W CORNISH DRIVE
20'
8' TB 12'
5.5' TYPE A DIKE
2% r-1' SAWCUT
_�-4" HMA OVER
L4" DG PATH 12" CLASS II BASE
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ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
RECOMMENDED
St -eVPi NOiUCLk
STEVE NOWAK
9/30/2020
DATE
APPROVED GRADING PLAN FOR A.P.N. #258- 202 -23, 24, AND 25
F STREET PROJECT, LLC
14641 - G
EDWARD J. WIMMER 66, 76, AND 84 F STREET
9'/3olzozo ENCINITAS, CA 92024 LDEV- 012763 -2020 0
DATE PLANNING CASE N0. MULTI2940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 3 OF 8 (,
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL GRAVEL BAGS
NTS
NOTE:
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
COARSE
AGGREGATE
FI L TER
FABRIC
ORIGINAL
GRADE
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
n
°e
°
e
o a ° °
A ° ° WIDTjI AS �EQUIRED a
TO ACCOMODATE °
ANTICIPA -FED TRAFFIQ° e
o ° °
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10' RADIUS
MIN. 25'
A
CONSTRUCTION ENTRANCE
N TS
GRAPHIC SCALE 1 ''=10'
0 10 20 30
i I I I
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COASTAL LAND SOLUTIONS, INC.
C L577 SECOND STREET
ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK
\ �s7
Nualrol'a "I limme
SILT FENCE
1
1
Ste\
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
1s9\
PLAN VIEW
SCALE: 1"=10'
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
i
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L0
X1
W 4
UeaIUNMU 6T: UMAIVN CIT: LrltLKtU UT. ENGINEERING DIVISION APPROVALS
SRJ SRJ SCE
INT. DATE P:STEVEN S PREPARED E THE SUPERVISION OF RECOMMENDED APPROVED
DATE: 9 -8 -2020 StieyerNOWL -k- �ioecvazoCY. '2f%inw,le�'
R S R.C.E. N0. 65124 STEVE NOWAK EDWARD J. AMMER
9/30/2020 fl3o/zozo
EXP. 9 -30 -21 DATE DATE
i
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
1s9\
PLAN VIEW
SCALE: 1"=10'
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
i
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L0
X1
W 4
UeaIUNMU 6T: UMAIVN CIT: LrltLKtU UT. ENGINEERING DIVISION APPROVALS
SRJ SRJ SCE
INT. DATE P:STEVEN S PREPARED E THE SUPERVISION OF RECOMMENDED APPROVED
DATE: 9 -8 -2020 StieyerNOWL -k- �ioecvazoCY. '2f%inw,le�'
R S R.C.E. N0. 65124 STEVE NOWAK EDWARD J. AMMER
9/30/2020 fl3o/zozo
EXP. 9 -30 -21 DATE DATE
i
\
3
y4 3
I / 3
i
ti
LEGEND
SAND /GRAVEL BAGS (2 HIGH)
SILT FENCE
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
II
I
(((( III I I I
00000000
x X-
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE
DETAIL SILT FENCE
DESILTING BASIN NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED
AS DESILTING BASINS DURING CONSTRUCION. THE SILT
SHALL BE COMPLETELY REMOVED AND THE BIORETENTION
BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS
ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
JOSEPH DIASPARRA, 201 - 647 -7743
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN 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 SATISFACTION 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
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE. U
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE M�
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO Mai
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ..
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON. z
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 0
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY. 9
QPpFESSION 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
�O N
R. 4l AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 0
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT
co
�N z AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 0
w No. 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
rt a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
3'T CjVIL �P OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
qTF OF Cpl -ZF�P� OF CALIFORNIA DEPARTMENT OF CONSERVATION.
CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING N0.
EROSION CONTROL PLAN FOR: A.P.N. #258- 202 -23, 24, AND 25
F STREET PROJECT, LLC 14641 - G
66, 76, AND 84 F STREET 0
ENCINITAS, CA 92024 LDEV- 012763 -2020 U
PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 4 OF 8
3
�
/
/
i
\
3
y4 3
I / 3
i
ti
LEGEND
SAND /GRAVEL BAGS (2 HIGH)
SILT FENCE
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
II
I
(((( III I I I
00000000
x X-
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE
DETAIL SILT FENCE
DESILTING BASIN NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED
AS DESILTING BASINS DURING CONSTRUCION. THE SILT
SHALL BE COMPLETELY REMOVED AND THE BIORETENTION
BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS
ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
JOSEPH DIASPARRA, 201 - 647 -7743
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN 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 SATISFACTION 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
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE. U
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE M�
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO Mai
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ..
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON. z
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 0
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY. 9
QPpFESSION 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
�O N
R. 4l AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 0
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT
co
�N z AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 0
w No. 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
rt a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
3'T CjVIL �P OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
qTF OF Cpl -ZF�P� OF CALIFORNIA DEPARTMENT OF CONSERVATION.
CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING N0.
EROSION CONTROL PLAN FOR: A.P.N. #258- 202 -23, 24, AND 25
F STREET PROJECT, LLC 14641 - G
66, 76, AND 84 F STREET 0
ENCINITAS, CA 92024 LDEV- 012763 -2020 U
PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 4 OF 8
DESIGN BUILD PLANS:
I�
3
I
3
I _
EX_7
�EX=1
Know what's b @IOW.
Cal I before you dig.
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
f T / I s STATE OF CALIFORNIA
A B C D 'TC =,59.30 E F G H J K L M N 0 LAMD60. F PROPERTY LINE / 3
9 S- E= 154.30 / so ' / Fs= TW@FS =15 DEPARTMENT OF INDUSTRIAL RELATIONS
/I r, \\ / 'n' I I =157.9° // - s =57.zo BWC�FS =15f DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
- \�� v F5= 158.60 158.00 -� w p FL= 156.04
F P
EX= 156.09 TRENCH/ EXCAVATION PERMIT N0.- - - - - - - - - - - _
8
- I -
/ 3
I
f
TG= A 1 PROPERTY LINEI
- - - - _
I
�' °���ruUT TO /
GRFMS�. rA DRAIN (TYPICAL) / \\ LEGEND
�� 50.50 _
TWC�DFS =15 7 I um UMp I I = 148.50 ' I =151.
'IG 'Y50 I rET
BW®EX =iS . / / \\ T.O.W. = TOP OF SOLDIER BEAM WALL
WIDEx 6"
� as _
DEEP � r _
P S -1s I
wr I o �a<<�� s.so
1 o -
/ PROPOSED DUPLEX PROPOSED DUPLEX t' I° B �S 1 B.O.W. - BOTTOM OF SOLDIER BEAM WALL
PROPOSED SINGLE FAMILY RESIDENCE ss.so
6 NF(' F 755.14
i BY OTHERS = WORK OUTSIDE SHORING SCOPE
rF- 56 �Vwl I I I I I I I I I I � ) E= 155_19
F�14538 j ci )' 2° GRATE 5780., --
�COND FE- (P) = PROPOSED
/ j 769.
// 5 UNIT 1 UNIT 2 �� UNIT 3 { UNIT 4 TEMPORARY SLOPE sr FF_758 000 1 E 1ss 20 / I
(E) 2 -STORY RESIDENCE / \' (BY OTHERS TYP.) 'AD =157 s° I 2% �I�'� = I (E) = EXISTING
3 s= lss.so
4 - - - - - - - - - -� �I �s= 155.14
p 5
PROPOSED TEMPORARY SHORING - / 1 / I = 4.82
/ TWOF 4 TYPICAL SEE SHEET SH6) 5731 / v % / Ij ' i ' I i 3 \ I PROPOSED IMPROVEMENTS
( III f ✓ AREA DRAIN /
157.46 LONG /
X-152.7 rc=14s ,$„ G I /I -= 1ss.8s BR RETEN PION B 6 DEEP I /i
I / \ IE =143.225 TE - z
_ .SIN � + 1 �
FS EA -g SF •:., / I � \
/ 2 6 �@FS= ,s0.05 IMPROVEMENT SYMBOL
I- -
I 7 3 t - - a.-� - - - - -I 7G_r A - - - _ �'E� a . F• .. 3 \ + j, --
LU
I I _41 �F :',�,/ \ 78" G _ �I�g7E < ° •% / -'` ' I h TEMPORARY SOLDIER BEAM
I TW , . I _SUMP RP>l� I � BUMF I n � II �: �
RE SD441N +/
2 - - - - - - - - / is6.7s 156.50 se /venFS =7so.� !�
x =, 9
w � -
_ s
I I I I
1
/ TEMPORARY TIMBER LAGGING
= TG= 151.21 TG -151 2 2.25' WIDE 76.3' LONG / FS= 157.50 a FL =154: 2
III II III 3.2 + �� - _ AR RAETEN TI N BASIN / r^
.njh i--- - - - -00 H5= 147.15 ° nL +"-'-'+ \ FS=1 .62 FS= 151.62 37 SF DS / I - EX =154.3 �/♦
S -1; v s'•
7W _ _
1
AREA DRAIN FLU'
MUM
80 > + +u� 2.5' WI z LO TG= 157.40 GRATE - Z
m m I'7 \ BIORET -0016.3 L G S� IE= 156.57 157.40 /
2. A N C _
1 AREA F BASIN LEANGU7 / �s - m IE- 156.20
25' TIDE RI M- 156.00 ° / / / TC= XX
J' AREA r NTI k 16.3'1 LoN( �!� �� r - IE =1ss.4 / "LL s" PVC, s =19, z6% a -Po SOLDIER BEAM COUNT
_ OY6V BAS ni J FL O J //
� FS =15 �00 I F 1 I TW= 156.00 � o+ ^'
TEMPORARY SLOPE + nlr� II 1z° RATE / rW�FS- 158.00
111 I,4 IE =SZ.so _ 12" cRA rE - T`is7.00
/ rc 2,50 - L _ PROPOSED BIO- RETENTION rC= 152.30 \ - IE 163515° (BY OTHERS, TYP.) : =,ss.B =15482 / TWC�FS =156.00 ' / I I TC= 154.9 /
= 149.92 i� /� - TWOoFS =158.00 ui
/ rW--FS= 749.80 P F: `. io0.02 FS= / \ - FS =153.7 BWpFS= 155.38 ' IFS= 754.40
/ BASING (SEE CIVIL DWG.) W Ti 8W'FS=155.75 / /
-
�1�= 154.44 /' DETAIL /SECTION CALLOUTS X�/
u r F 149.5 S=15Q_0� 5=751 10�� 0, 0 F =153.79 FS o / W / � � - � JaoA / �� FS FS51� // FLF= 153.94 � / SH/�
X147.6 NS 19 0 1 7.65 2 /
PROPOSED LATERALS \ \ \ F - 155.37 / / - /
II JNW� / FS =154.6F
mmrA /
(SEE CIVIL DRAWINGS) \ / \ \ \ - / RIGHT -OF -WAY °3- FS=, F st
w�F, \ _ rw =1s3.8 /"y PRIOR
FS� - - - PER DO
=150.0 \ \ wy \ \ \ \ �/ 5 =155. �` -� �.' P DEDICATION
- a149.5ki_ FS= 'x..04 °Y\ TW =151 53 jj��� \� =15�4� / \ \ FS-154 22 o W= 754.75 - >'i ,-x..(.;71`. h-rc " .i -0495299
? r. �„ .,, 154.75 .,
FS_h 49.42 / \ \ - / F -152- �V
_ � 57 EX= 153.99
i I �
\ \ - - -- L/ 3x12 DF #2 TIMBER LAGGING
PROPOSED SIDEWALK ��g� � � , � . , � ,-'� I � _
- w' i9 , .n 1.7 �/' \ A, _ - �� FS =15410
\ (SEE CIVIL DRAWINGS) - �,r PROPOSED LATERALS
sC `,� I- - v 54` (SEE CIVIL DRAWINGS) FALL_ �.�! " EX =153.98
L- _ - �C_ FL= TC =154. O TC= 155.00 E I
3.95
TC =149 C =149.8 so. a EXS X51.85 / rC= 152.58 / rC=153.30 87 80 TC= 155.00 EX= 154.93 X=15+147
77 FS- 154.50 \
/ EX= 148.41 , EX= 148.91 EX = 14941 - FS =75i - ' -- -- FL= 15.;. - «// EX =7 JO FS= 154.30 \
/ FL= 749.27 FL= 149.64 EX =750.1 _. - __ _ FL= 754.50
EX =754. EX =154.63
----- - - - - --
G/ G G G/ G- L- G G/ G G � G- G C G G G G G G G
ho EX= 149.7x / / H.P. EAST ' F' STR E E EX= 6p X- 54.62 ,
= 142.33 IE=�2.82 / IEy{44.1 I /
RIM = 153.77
C
RIM 149.73
I S TR E E \
FL= 12.00 \\ v
Jam\ 7Q9 \ 7sO 7s7 sue\ 7S�\ FL- I /
\ 145.79
W \ W W W w W 7 W W / W W W W W \ W W W W W v /
- - - - -J I I / / / W I /
O� oi STRUCTURAL REVIEW PERFORMED BY ESGIL, A
SAFEBUILT COMPANY, AS PLAN CHECK
10 5 0 10 20 2020- 282 DATED MARCH 3 12020
SCALE: 1" = 10'
SHORING DESIGN GROUP
„F ow
619 - 561 -3510 ���P 7727 CAMINITO LILIANA
o = _____ _ _____ SAN DIEGO, CA 92129, (760)586 -8121
CV
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SRJ SRJ SCE
j CITY OF ENCINITAS VERTICAL CONTROL STATION INT. DATE A.P.N. GRADING PLAN FOR: 258 - 202 -23, 24, AND 25
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED #
w DISC IN TOP OF CURB EAST SIDE OF VULCAN. PUBLIC WORKS S���N� �„� �' F STREET PROJECT LLC
F- DATE: 14641- G
Q ELEVATION = 92.004' PLANNING 66, 76, AND 84 F STREET
DATUM = NAVD 88 STEVEN R. JONES DATE STEVE NOWAK EDWARD J. WMMER
REVIEWER R.C.E. N0.
ROY REED 913012020 17/30/0000 ENCINITAS, CA 92024 LDEV- 012763 -2020
-i i i I SENIOR ENGINEER DATE INSPECTOR
EXP. 3 -31 -21 DATE DATE PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 5 OF 8
/
I�
3
I
3
I _
EX_7
�EX=1
Know what's b @IOW.
Cal I before you dig.
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
f T / I s STATE OF CALIFORNIA
A B C D 'TC =,59.30 E F G H J K L M N 0 LAMD60. F PROPERTY LINE / 3
9 S- E= 154.30 / so ' / Fs= TW@FS =15 DEPARTMENT OF INDUSTRIAL RELATIONS
/I r, \\ / 'n' I I =157.9° // - s =57.zo BWC�FS =15f DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
- \�� v F5= 158.60 158.00 -� w p FL= 156.04
F P
EX= 156.09 TRENCH/ EXCAVATION PERMIT N0.- - - - - - - - - - - _
8
- I -
/ 3
I
f
TG= A 1 PROPERTY LINEI
- - - - _
I
�' °���ruUT TO /
GRFMS�. rA DRAIN (TYPICAL) / \\ LEGEND
�� 50.50 _
TWC�DFS =15 7 I um UMp I I = 148.50 ' I =151.
'IG 'Y50 I rET
BW®EX =iS . / / \\ T.O.W. = TOP OF SOLDIER BEAM WALL
WIDEx 6"
� as _
DEEP � r _
P S -1s I
wr I o �a<<�� s.so
1 o -
/ PROPOSED DUPLEX PROPOSED DUPLEX t' I° B �S 1 B.O.W. - BOTTOM OF SOLDIER BEAM WALL
PROPOSED SINGLE FAMILY RESIDENCE ss.so
6 NF(' F 755.14
i BY OTHERS = WORK OUTSIDE SHORING SCOPE
rF- 56 �Vwl I I I I I I I I I I � ) E= 155_19
F�14538 j ci )' 2° GRATE 5780., --
�COND FE- (P) = PROPOSED
/ j 769.
// 5 UNIT 1 UNIT 2 �� UNIT 3 { UNIT 4 TEMPORARY SLOPE sr FF_758 000 1 E 1ss 20 / I
(E) 2 -STORY RESIDENCE / \' (BY OTHERS TYP.) 'AD =157 s° I 2% �I�'� = I (E) = EXISTING
3 s= lss.so
4 - - - - - - - - - -� �I �s= 155.14
p 5
PROPOSED TEMPORARY SHORING - / 1 / I = 4.82
/ TWOF 4 TYPICAL SEE SHEET SH6) 5731 / v % / Ij ' i ' I i 3 \ I PROPOSED IMPROVEMENTS
( III f ✓ AREA DRAIN /
157.46 LONG /
X-152.7 rc=14s ,$„ G I /I -= 1ss.8s BR RETEN PION B 6 DEEP I /i
I / \ IE =143.225 TE - z
_ .SIN � + 1 �
FS EA -g SF •:., / I � \
/ 2 6 �@FS= ,s0.05 IMPROVEMENT SYMBOL
I- -
I 7 3 t - - a.-� - - - - -I 7G_r A - - - _ �'E� a . F• .. 3 \ + j, --
LU
I I _41 �F :',�,/ \ 78" G _ �I�g7E < ° •% / -'` ' I h TEMPORARY SOLDIER BEAM
I TW , . I _SUMP RP>l� I � BUMF I n � II �: �
RE SD441N +/
2 - - - - - - - - / is6.7s 156.50 se /venFS =7so.� !�
x =, 9
w � -
_ s
I I I I
1
/ TEMPORARY TIMBER LAGGING
= TG= 151.21 TG -151 2 2.25' WIDE 76.3' LONG / FS= 157.50 a FL =154: 2
III II III 3.2 + �� - _ AR RAETEN TI N BASIN / r^
.njh i--- - - - -00 H5= 147.15 ° nL +"-'-'+ \ FS=1 .62 FS= 151.62 37 SF DS / I - EX =154.3 �/♦
S -1; v s'•
7W _ _
1
AREA DRAIN FLU'
MUM
80 > + +u� 2.5' WI z LO TG= 157.40 GRATE - Z
m m I'7 \ BIORET -0016.3 L G S� IE= 156.57 157.40 /
2. A N C _
1 AREA F BASIN LEANGU7 / �s - m IE- 156.20
25' TIDE RI M- 156.00 ° / / / TC= XX
J' AREA r NTI k 16.3'1 LoN( �!� �� r - IE =1ss.4 / "LL s" PVC, s =19, z6% a -Po SOLDIER BEAM COUNT
_ OY6V BAS ni J FL O J //
� FS =15 �00 I F 1 I TW= 156.00 � o+ ^'
TEMPORARY SLOPE + nlr� II 1z° RATE / rW�FS- 158.00
111 I,4 IE =SZ.so _ 12" cRA rE - T`is7.00
/ rc 2,50 - L _ PROPOSED BIO- RETENTION rC= 152.30 \ - IE 163515° (BY OTHERS, TYP.) : =,ss.B =15482 / TWC�FS =156.00 ' / I I TC= 154.9 /
= 149.92 i� /� - TWOoFS =158.00 ui
/ rW--FS= 749.80 P F: `. io0.02 FS= / \ - FS =153.7 BWpFS= 155.38 ' IFS= 754.40
/ BASING (SEE CIVIL DWG.) W Ti 8W'FS=155.75 / /
-
�1�= 154.44 /' DETAIL /SECTION CALLOUTS X�/
u r F 149.5 S=15Q_0� 5=751 10�� 0, 0 F =153.79 FS o / W / � � - � JaoA / �� FS FS51� // FLF= 153.94 � / SH/�
X147.6 NS 19 0 1 7.65 2 /
PROPOSED LATERALS \ \ \ F - 155.37 / / - /
II JNW� / FS =154.6F
mmrA /
(SEE CIVIL DRAWINGS) \ / \ \ \ - / RIGHT -OF -WAY °3- FS=, F st
w�F, \ _ rw =1s3.8 /"y PRIOR
FS� - - - PER DO
=150.0 \ \ wy \ \ \ \ �/ 5 =155. �` -� �.' P DEDICATION
- a149.5ki_ FS= 'x..04 °Y\ TW =151 53 jj��� \� =15�4� / \ \ FS-154 22 o W= 754.75 - >'i ,-x..(.;71`. h-rc " .i -0495299
? r. �„ .,, 154.75 .,
FS_h 49.42 / \ \ - / F -152- �V
_ � 57 EX= 153.99
i I �
\ \ - - -- L/ 3x12 DF #2 TIMBER LAGGING
PROPOSED SIDEWALK ��g� � � , � . , � ,-'� I � _
- w' i9 , .n 1.7 �/' \ A, _ - �� FS =15410
\ (SEE CIVIL DRAWINGS) - �,r PROPOSED LATERALS
sC `,� I- - v 54` (SEE CIVIL DRAWINGS) FALL_ �.�! " EX =153.98
L- _ - �C_ FL= TC =154. O TC= 155.00 E I
3.95
TC =149 C =149.8 so. a EXS X51.85 / rC= 152.58 / rC=153.30 87 80 TC= 155.00 EX= 154.93 X=15+147
77 FS- 154.50 \
/ EX= 148.41 , EX= 148.91 EX = 14941 - FS =75i - ' -- -- FL= 15.;. - «// EX =7 JO FS= 154.30 \
/ FL= 749.27 FL= 149.64 EX =750.1 _. - __ _ FL= 754.50
EX =754. EX =154.63
----- - - - - --
G/ G G G/ G- L- G G/ G G � G- G C G G G G G G G
ho EX= 149.7x / / H.P. EAST ' F' STR E E EX= 6p X- 54.62 ,
= 142.33 IE=�2.82 / IEy{44.1 I /
RIM = 153.77
C
RIM 149.73
I S TR E E \
FL= 12.00 \\ v
Jam\ 7Q9 \ 7sO 7s7 sue\ 7S�\ FL- I /
\ 145.79
W \ W W W w W 7 W W / W W W W W \ W W W W W v /
- - - - -J I I / / / W I /
O� oi STRUCTURAL REVIEW PERFORMED BY ESGIL, A
SAFEBUILT COMPANY, AS PLAN CHECK
10 5 0 10 20 2020- 282 DATED MARCH 3 12020
SCALE: 1" = 10'
SHORING DESIGN GROUP
„F ow
619 - 561 -3510 ���P 7727 CAMINITO LILIANA
o = _____ _ _____ SAN DIEGO, CA 92129, (760)586 -8121
CV
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SRJ SRJ SCE
j CITY OF ENCINITAS VERTICAL CONTROL STATION INT. DATE A.P.N. GRADING PLAN FOR: 258 - 202 -23, 24, AND 25
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED #
w DISC IN TOP OF CURB EAST SIDE OF VULCAN. PUBLIC WORKS S���N� �„� �' F STREET PROJECT LLC
F- DATE: 14641- G
Q ELEVATION = 92.004' PLANNING 66, 76, AND 84 F STREET
DATUM = NAVD 88 STEVEN R. JONES DATE STEVE NOWAK EDWARD J. WMMER
REVIEWER R.C.E. N0.
ROY REED 913012020 17/30/0000 ENCINITAS, CA 92024 LDEV- 012763 -2020
-i i i I SENIOR ENGINEER DATE INSPECTOR
EXP. 3 -31 -21 DATE DATE PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 5 OF 8
0
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160.00'
150.00'
140.00'
NOTES:
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH7 FOR SHORING ATTRIBUTES.
2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES,
AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE
HORIZONTAL CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS.
REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
ri
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DESIGN BUILD PLANS:
PROPOSED LATERALS
(SEE CIVIL DRAWINGS) F\
I _ ,
SB #2 SB #3 SB #4 SB #5 SB #6 SB #7 SB #8
PROFILE - LOOKING SOUTHWEST
vp
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y
SCALE: 1" = 16/3
Q 4 8 16
SCALE: 1 " =16V'
160.00'
.W. = 154.00'
.W. = 150.00' 150.00'
LEGEND:
T.O.W. = TOP OF WALL
B.O.W. = BOTTOM OF WALL
1� PROPERTY LINE
DESIGNATES 3x12 PRESSURE
TREATED TIMBER LAGGING
140.00'
SHORING DESIGN GROUP
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586 -8121
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS —BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
SRJ
SRJ
SCE
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 DATE
SENIOR ENGINEER DATE
INT.
DATE
PLANS PREPARED UNDER THE SUPERVISION OF
DATE:
R.C.E. N0.
ROY REED
EXP. 3 -31 -21
RECOMMENDED APPROVED
St2NPiNoAv k/ � d n. w
a
STEVE NOWAK EDWARD J. WIMMER
913012020 T13010000
DATE DATE
A.P.N. GRADING PLAN FOR: 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
14641- G
LDEV- 012763 -2020
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
I
I
I SHEET 6 OF 8
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GENERAL NOTES
1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2019 CALIFORNIA BUILDING CODE.
2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF
CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL - OSHA).
3. HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE
"DESIGN CRITERIA ", WILL REQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING Et SOILS
ENGINEER.
4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF
ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE
TEMPORARY SHORING FOR SUPPORT IN ANYWAY.
5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.
6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Et NOTIFICATIONS.
8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.
9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS
PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY
VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION
AND THE INSTALLATION OF SHORING.
12. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et VERIFY THAT THE PROPOSED TEMPORARY SHORING,
CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT.
13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEMENTS PRIOR TO INSTALLATION.
14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER
THE TOP OF SHORING BULKHEAD.
15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF
THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION.
16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING
ENGINEER.
17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE
JOB SITE AND TO CROSS -CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON
THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH
CONSTRUCTION.
18. ALL GRADING Et EXCAVATIONS PERFORMED FOR THE PROPOSED TEMPORARY SHORING AND /OR PROPOSED STRUCTURE, IS
OUTSIDE THE SCOPE OF SERVICES PROVIDED HEREIN. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITE
EARTHWORK IN CONFORMANCE WITH CAL -OSHA Et GEOTECHNICAL RECOMMENDATIONS.
SHORING INSTALLATION PROCEDURE
1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY
THE SHORING ENGINEER.
2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL
BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER.
3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR
OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE.
4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS.
5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5' -0" OR AS OTHERWISE AUTHORIZED
BY THE GEOTECHNICAL ENGINEER.
6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN.
7. REPEAT STEPS 5 -6 UNTIL BOTTOM OF EXCAVATION IS REACHED.
8. ALL EXCAVATIONS SHALL BE LAGGED AND BACKFILLED BY THE END OF EACH WORKDAY. NO EXCAVATIONS SHALL BE LEFT
EXPOSED OR WITHOUT BACKFILL.
DESIGN BUILD PLANS:
MATERIAL SPECIFICATIONS
STRUCTURAL STEEL
1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A -572 OR ASTM
A -992 (GRADE 50).
2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36, ASTM, A -572 (GRADE
50) OR ASTM A -992.
3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A -36.
4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS.
STRUCTURAL Et LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,50OPS1 AT 28 -DAYS.
2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O16CBC Et ACI 318 TO MEET THE FOLLOWING:
A. MAXIMUM 1 -INCH HARDROCK CONCRETE CONFORMING TO ASTM C -33.
B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C -150.
C. SLUMP NO GREATER THAN 5- INCHES.
B. LEAN CONCRETE (SLURRY)
1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.
1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.
2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH
AWPA U1 USE CATEGORY 4A.
WELDING
1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR
CONTIUOUS WIRE FEED.
2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
MONITORING
1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE
GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED
APPROPRIATE.
2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING
PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. BASELINE SURVEY DATA TO BE
SUBMITTED TO CITY LAND SURVEYOR.
3. MONITORING SHALL BE PERFORMED AFTER ROUGH GRADING, ANY SIGNIFICANT STORM OR SEISMIC
EVENT AND AT THE TERMINUS OF THE PROJECT. FINAL MONITORING REPORT SHALL BE SUBMITTED
TO CITY LAND SURVEYOR PRIOR TO OCCUPANCY.
4. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1 -INCH. IF THE TOTAL CUMULATIVE
HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL
EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR
FURTHER ACTIONS (AS NECESSARY).
STATEMENT OF SPECIAL INSPECTIONS
VERIFICATION AND INSPECTION
CONTINOUS PERIODIC CBC REFERENCE
1. Verify use of required design mix
X
1904.2.2
2. Inspection of concrete placement for
X
proper application techniques.
3. Material verification of structural steel
a. For structural steel, identification
X
markings to conform to AISC 360.
b. Manufacturer's report
X
4. Inspection of welding
a. Multipass fillet welds
X
2303.1.8.1
5. Material identification of timber
a. Identification of preservative
X
VERIFICATION AND INSPECTION ITEMS (OTHER)
6. Observe drilling operations and
maintain complete and accurate
X
records for each element.
7. Verify placement locations and
plumbness, confirm element
diameters, lengths, embedment into
X
bedrock (if applicable). Record concrete
and grout values.
8. Verify excavations are extended to the
proper depth.
X
SPECIAL INSPECTION REPORT PREPARED BY:
DATED . ON FILE WITH ENGINEERING DIVISION.
DESIGN CRITERIA
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN
THE FOLLOWING
GEOTECHNICAL REPORTS:
A. REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION
F STREET RESIDENTIAL DEVELOPMENT
66, 76, AND 84 F STREET
ENCINITAS, CALIFORNIA
PREPARED BY: CHRISTIAN WHEELER, DATED JANUARY 30, 2019.
2. SOIL DESIGN PRESSURES
A. PASSIVE EARTH PRESSURE = 425PCF
B. ACTIVE EARTH PRESSURE = 30PSF /FT (CANTILEVERED)
SHORING DESIGN GROUP
„F ow
619 - 561 -3510 ���P 7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586 -8121
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SRJ SRJ SCE
CITY OF ENCINITAS VERTICAL CONTROL STATION INT. DATE A.P.N. GRADING PLAN FOR: 258 - 202 -23, 24, AND 25
"ENC -32" POINT NO. 1032. A 2" MONUMNET BRASS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED #
DISC IN TOP OF CURB EAST SIDE OF VULCAN. PUBLIC WORKS St-ewe, Nowak � � F STREET PROJECT LLC
ELEVATION = 92.004' PLANNING
DATE: 66, 76, AND 84 F STREET 14641 - G
DATUM = NAVD 88 STEVEN R. JONES DATE R NOWAK EDWARD J. WIMMER
ROY REED
REVIEWER .C.E. N0. 913012020 1713010000 ENCINITAS, CA 92024 LDEV- 012763 -2020
SENIOR ENGINEER DATE INSPECTOR EXP. 3 -31 -21 DATE DATE PLANNING CASE NO. MULT12940 -19; CDPNF2941 -19 & DR2942 -19 SHEET 8 OF 8
11