2019-14638 G - LDEV-013837-2020 (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.
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 LIMITED GEOTECHNICAL
INVESTIGATION" DATED NOVEMBER 18, 2019, PREPARED BY C.W. LA MONTE
CW COMPANY INC. 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.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
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 14638-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 JAY KOPELOWITZ
AT 858-751-4577, 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.
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: _____ x �/ ___ _______ DATE: ___12-7-2020
JAY S. KOPELOWITZ
12-7-2020
SIGNATURE: ---CX--------- DATE: ----------------
SHEILA L. ZABLE-KOPELOWITZ
TRUSTEES OF THE INTERVIVOS TRUST
SOILS ENGINEER'S CERTIFICATE
I, CLIFFORD W. LA MONTE, A REGISTERED GEOTECHNICAL 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 FEBRUARY 19, 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 INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS. QAOFESS r
SIGNED: -------- ---
G.E.: 495 _ ti�Z ip
z
EXP. DATE: 12 =31_ 2021 ________________ CD J No. 495 -i m
d v n1 �
JOB #: 19 9 7221 221 -------------------
C.W. LA MONTE COMPANY INC. G
7840 EL CAJON BLVD., SUITE 200 �'� F�TECHNti�'P
LA MESA, CALIFORNIA 91942 qTF OF CALZF��
619-462-9861
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 RESPONSIBLIITY 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: 12-7-20
STEVEN R. JONE DATE
pFESSIp
RCE 65124
COASTAL LAND SOLUTIONS, INC.
II�C1C 577 SECOND STREET
L� ENCINITAS, CA 92024
PH (760) 230-6025
FAX (760) 230-6026
PUBLIC WORKS I PLANNING DIVISION
�P� 12/23/2020
SIG DATE
i 4 Lk 01/06/2021
SIGN DATE
�O QR
c
cD 'j) No . 65124 rmn
6 �
q CIVI\_
\OF CAS
0 WNER/PERMITTEE
JAY KOPELOWITZ
12702 VIA CORTINA, SUITE 700
DEL MAR, CA 92014
858-751-4577
SITE ADDRESS
2370 MANCHESTER AVENUE,
CARDIFF BY THE SEA, CA 92007
APN# 261-053-17
LOTS 21 AND 22, BLOCK 16, MAP NO.
1298
consolidated as per Grant Deed Doc No.
2020-
0449358
EARTHWORK DATA
STEEPEST EXISTING SLOPE ON -SITE =
2H 1 V
MAXIMUM VERTICAL DEPTH OF CUT =
10'
MAXIMUM VERTICAL DEPTH OF FILL =
3'
800 C.Y. CUT
20 C.Y. FILL
0 C.Y. REMEDIAL
EXPORT: 780 C.Y.
DISTURBED AREA: 6,911 SF
QUANTITIES SHOWN DO NOT REFLECT
ANY SHRINKAGE AND SWELL FACTORS
IMPERVIO US AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,859 SF
IMPERVIOUS AREA AFTER CONSTRUCTION: 2,744 SF
INCREASED IMPERVIOUS AREA: 115 SF
IMPERVIOUS AREA REPLACED: 1,686 SF
SHEET NO. 1 TITLE SHEET
SHEET NO. 2 GRADING AND DRAINAGE PLAN
SHEET NO. 3 EROSION CONTROL PLAN
SHEET NO(S). 4-8 SHORING PLAN
PREPARED BY
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
760-230-6025
DATE OF SURVEY: SEPTEMBER 2018
BY COASTAL ALND SOLUTIONS, INC.
_>,l_rs,
PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
1/11/21 12/23/2020 m-"kt /,4,
SIGN DATE SIGN DATE I SIGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
Ur_
lI INEU 6T: UHAWN UT: ll1El.REU [7T:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTDRAWING
NO.
SRJ SCE
CITY OF ENCINITAS BENCHMARK NO. 1042y 2.5" SO. CO.
ENGINEERS DISC STAMPED "OC 136, 1968 IN EAST
WING WALL OF THE NORTH END OF THE NORTHBOUND
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON.
ELEVATION = 16.938'
DATUM = NAVD88
STEVEN R. JONES DATE
SENIOR ENGINEER DATE
INT.
DATE
PLANS PREPARED ER THE SUPERVISION OF
DATE: 12-7-20
STEVEN ES R.C.E. N0. 65124
EXP. 9-30-21
RECOMMENDED APPROVED
StewerlVo-wc�C' �c�wcr�''c�.T• wi,w'
STEVE NOWAK EDWARD J. WIMMER
1/28/2021 1/29/2021
DATE DATE
GRADING PLAN FOR: A.P.N. #261-053-17
JAY KOPELOWITZ
2370 MANCHESTER AVENUE
CARDIFF, CA 92007
PLANNING CASE NO/ 19-2950 MULTI; 19-2951 SUB; 19-2952 CDP
14638-G
LDEV-013837 2020
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
SHEET 1 OF 8
\\Clsserver\c\CLS SHARED FILES\CLS Job F22es\CLS1558 Kopelowitz (Manchester) \CLS#1558KOPELOWITZ GP-12-18-20v24.pro
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS
255
EXISTING CONTOURS
�55
EXISTING EDGE OF PAVEMENT
CENTERLINE
-
EXISTING WATER MAIN
WW
EXISTING SEWER MAIN
S S
EXISTING ELECTRIC LINE
-EE
EXISTING JOINT POLE
EXISTING BUILDING
EXISTING WATER METER
EXISTING SEWER LATERAL (APPROX.)
EXISTING HARDSCAPE
EXISTING FENCE
X X
EXISTING BLOCK WALL
- - -
BUILDING FOOTPRINT
BUILDING STEM WALL
DRAINAGE DIRECTION
PROPOSED 6" CONCRETE DRIVEWAY
a
PROPOSED PERVIOUS PAVERS
PROPOSED 4" PCC HARDSCAPE
4" HMA PAVING OVER 12'
CLASS II AGGREGATE BASE
3" THICK 3/4" CLEAN GRAVEL (ALLEY)
CONCRETE CURB AND GUTTER (G-2)
RETAINING WALL
12" AREA DRAIN W/4" PVC STORM DRAIN
6" TRENCH DRAIN W/TRAFFIC GRATE
18" AREA DRAIN (BIORETENTION BASIN)
18" TRAFFIC RATED AREA DRAIN
E�
WITH STORMWATER SUMP PUMP
FILTRATION BASIN (AREA=115 SF)
TOPOGRAPHY: TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC
FIELD DATA DATED SEPTEMBER 2018 BY
COASTAL LAND SOLUTIONS, INC.
GRADING AND DRAINAGE PLAN
R/W R/W
Wp
o-
3" THICK 3/4" T -
CLEAN GRAVEL 12' 4' 4
6" WIDE x 16" DEEP
PCC FLUSH CURB
TG=9300
IE=90.60
1L5'
3/4" IRON PIPE
AND DISC VIARKED
LS 7959 PER
C.R. 4376
(PROTECT N
PLACE)
C I TW=9.25
TW@FS=92.50
BW@EX=89.9 0
TW=93.25
1 E9B.
TW=93:25. -
E BW®EX=89:81.
EXISTING SEWER LATERAL (PROTECT IN PLACE) F. =89.85'
CONTRACTOR TO VERIFY LOCATION, CONDITION,
ELEVATION, AND NOTIFY ENGINEER OF WORK IF
ANY DISCREPENCIES
EXCAVATE AND m
REPLACE WITH 3" THICK
3/4" CLEAN GRAVEL
,Ek 89.76 '
6:X1.6. SLUSH L <
?CC .URB
DISTRICT TO UPGRADE TO
1" INCH COPPER WATER
SERVICE AND DUEL METER
PER WAS WS-09, WC-17
AT OWNERS EXPENSE
: rW. s .Qo:
ADJUST EXISTING WATER fS,89.86
METER BOX TO GRADE •4OJ0r:
2361 NEWCASTLE AVE F.S 90.1p
9-0:
D
cn
\90 E)f=90.181
X X
0
NOTES:
21 a
1. ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING
< v
CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED TO THE
z Z
SATISFACTION OF THE CITY ENGINEER PRIOR TO FINAL APPROVAL.
<!
2. THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE.
0
W
IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE
3 N
REPLACED BY A LICENSE LAND SURVEYOR AND SHALL FILE A CORNER
12-
RECORD WITH THE COUNTY OR BE INCLUDED WITH FINAL PARCEL MAP.
a >
3. ALL SERVICE LINES TO THE SUBJECT BUILDINGS SHALL BE CONSTRUCTED
CONSTRUCTED UNDERGROUND.
4. NO EASEMENT LISTED IN PRELIMINARY TITLE REPORT PREPARED BY FIRST
AMERICAN TITLE COMPANY DATED APRIL 9, 2018, ORDER NO. DIV-5670515.
5. ALL COMBINED RETAINING WALLS AND FENCES/RAILINGS SHALL COMPLY
WITH THE HEIGHT LIMITATIONS OF 30.16 OF THE MUNICIPAL CODE
BUILDING WALL
FRENCH DRAIN FIRST FF=97.00
C RATED GRATE
EXISTING GRADE BUILDING RETAINING WALL
SEE PLANS BY OTHERS
20 , GF=86.65' GARAGE BASEMENT
125 S=1.2% FF=87.16
GARAGE FOOTING TO
HAVE 2' DEEPENED FOOTING
6" INCH PCC OVER BELGARD
PERMEABLE PAVING STONE
TO PROTECT THE GARAGE
6" CLASS II BASE OVER 2"
THICK
NO.8 AGGREGATE
SUBGRADE (SEE GEOTECH)
OVER 6"
THICK
NO.57 AGGREGATE
RECOMMENDATIONS).
OVER 6"
THICK
CLASS 2 PERMEABLE
AGGREGATE
SECTION A
F/L
29
6" CURB AND GUTTER
PER SDRSD G-2
4" HMA OVER 6"
CLASS II BASE
MANCHESTER AVENUE
TC=97.70
1, 1 1/2" GRIND/OVERLAY
SAWCUT
SCALE: 1 "=10'
3
/
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- /
h
TW®FS=95.66 \ 1 / 40'
BW�if=92.20 \ / / /
FILTRATION BASIN 20' 20'
RAISED PLANTER
AREA=110 SF / EXISTING /
EXISTING WALL /
EXISTING / FS=92.50 BUILDING
BUILDING / (PROTECT) / /
TWOEX=95.60 B CMU WALL PER 9 30't
' BW@FS=92.50 SDRSD C-4 0 \\\\\\ =96 50/ fiC=9 .80 LEAD AND DI C 1
FEQUIVALENT FL=9 .30 MARKED "LS 959"
TW®FS 95.50 TWOFS=96.50 BW®E 50 , I PER C.R. 43 67
(PROTECT IN
FS=92.50
20%
FS-87.30
-89.12
FS=86.82
' SETBACK
CONCRETE
DRIVEWAY
TW-92.00
BWOFS=89.34
TW=92.00
BWOFS-87.50
�E BW®EX=94.00 I - / PLACE)
EXISTING "STOP SIGN
AHEAD" SIGN (PROTECT
EI 4 PVC, S=2X, L=32 in 4" PVC. S=2%, L=2W IN PLACE)
Ds ADS I AREA DRAN / C5
TG=95.70 CURB AND UTTER
4" IE=92.50 FS=95.40 IE=94.60 / j / PER SDRSD G-2
TWOFS=93.25 AREA DRAN S (' ° 0- y
BWOFS=86.82 AREA DRAN TG=95.40 1 �d�• I 4" HMA PA MEN f
TG=95.20
18" AREA DRAIN W/ IE=93.60 IE=94.00 N DSTRAFFIC II 4'/ I CLASS II A GREGA BA
SUMP & PUMP FS=96.50 '
TG=86.62 > 20 SETBACK
IEin84.00 I A
IE=84.00
PLANT POCKET FOR 2%
4' HIGH GREEN WALL. �- z I
SEE BASEMENT PLAN. (A I
NOTE: ALL ROOF DRAINAGE AREA DRAN
6 WIDE TRENCH DRAIN TG=96.10 ��. TC=96.80
WITH TRAFFIC RATED TO DRAIN TO BASIN �_•
GRATE TG=86.62 n I I IE-94.90 we FL=96.30 -
I �
-2' DEEPEND FOOTING FIRST FF=97.00' FS=96.90 II FS=97.10 <
TO PROTECT GARAGE GARAGE FF=87.16 tp �� z ,n
(SEE GEOTECH PAD=86.26 FS=96.20 / a vl a
RECOMMENDATIONS) I 00 / i / M Q3
PLANT POCKETS FOR FS=96.35 ° / / Z 3
4' HIGH GREEN WALL. 18" VAULT W/ 2% I I, N U
SEE BASEMENT PLAN. SOLID TRAFFIC GRATE F F 0
SUMP &, PUMP FOR i �� 0 `"
BUILDING STEM WALL
BUILDING 6LNBDRAIN � I F Z °D
FS=86.98 TG=86.6v4 DOWNSPOUT (TYP.)
TG=86.62 IEin=85.62 / AREA DRAN / x I N
IE=84.00 9g 6 TG=96.20 j w
TW=95.50 FS-95.85 S�, IE=95 20 w
IBWOFS=86.65 / N
2" OUTLET PIPES TWC�DEX=92.00
TW®FS=95.50 N59'23h�"E 100.
IE=90.50
BW@FS=90.50
BW®EX-92.00 \
BW®FS=96.20
\ TW®EX=92.00
\
-3/4" IRON PIPE
\
AND DISC MARKED
B EXISTING
LS 7959 PER
BUILDING
�
M43767
IN
CE
)CT
L0cm
HLap HQ).
MDo
SITE PLAN
SCALE: 1 "=10'
%� n
REMOVE
HP=98.50 - - WALL
11 SAWCUT
LEAD AND DISC
-T-rPR
MARKED " S 7959
PER C.R. 3767
=97.80 (PROTECTIN
LACE)
- 70
B
�960=97.30
TW®FS 98.00
BWC�FSF97.50T
EXISTINnCMU
WALL PER
REET THEEQUIVAENT
SDRSD C-4 OR
\ \
R/W
1. 40'
c-
18" AREA DRAIN
TG=93.00
IE=90.00
P/L FILTRATION BASIN FS=92.50
3.7' WIDE x 6" DEEP x 27.6' LOI
5' AREA=116 SF
2" MULCH
0.5' *18" ENGINEERED SOIL
2" PEA GRAVEL
TW=93.25 3,7' 12" CRUSHED ROCK
RETAINING WALL PER TW=93.25
SDRSD C-4 OR EQUAL
RETAINING WALL PER
EXISTING GRADE a SDRSD C-5 OR EQUAL
ti y: %f%r• CONCRETE AND
30 MIL LINER AT PERVIOUS PAVER
BOTTOM AND SIDES DRIVEWAY
6" OUTTET
IE=90.00 `
(OUTLETS TO ALLEY)
*FILTRATION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP SANDY LOAM SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND,
15% ORGANIC, AND 20% TOPSOIL.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPEND TO
INCREASE THE INFILTRATION AND STORAGE ABILTIY OF THE BASIN
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASON ON
ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
FILTRATION BASIN SHALL HAVE A 30 MIL LINER AT SIDES AND BOTTOM TO PREVENT
INFITRATION INTO THE GROUND. PER GEOTECH RECOMMENDATIONS
SECTION C - HILTRATION BASIN
NOT TO SCALE
P/L
1 5'
EXISTING GRADE
BUILDING RETAINING
WALL BY OTHERS
BASEMENT FF=87.16
PAD=86.26
SECTION B
SCALE: 1 "=10'
P/L
5' 1
CMU RETAINING WALL PER BUILDING WALL
R/W R/W SDRSD C-5 OR EQUIVALENT
15' ALLEY 1ST FF=97.00
" TOP WALL= 93.25'
3 THICK 3/4' FS BASIN=92.50' EXISTING GRADE
CLEAN GRAVVEEL ---
FINISH GRADE - - - -- - - - - - - - - - (BACKGROUND) F DRIVEWAY
TF=88.o0 GF=86.65'
6" MIN. COVER OVER FOOTINGS'
30 MIL LINER BOTTOM AND SIDES
6" PERFORATED PIPE IE=90.00, S=07.SECTION E
(PERFORATIONS DOWN)
SCALE: 1 "=10'
WALL CONP
SPACER
TENSIONER
CROSS CLAMP
ROD
MANCHESTER AVENUE
EXISTING WALL TO REMAIN 1 6
TC=97.70
R/W R/W FS=96.50 ,
15' FS=95.50 PERVIOUS1 1 1/2" GRIND/OVERLAY
GRAPHIC SCALE 1"=10' ALLEY 2% PAVERS 2% 2%
CONCRETE STAIRS r"O'N
SSr
0 10 20 30 FS=90.20 FS=90.50 6" CURB AND GUTTER SAWCUT 1.5%
PER SDRSD G-2 TRELLIS DETAM COASTAL LAND SOLUTIONS, INC. PAVERS 4" HMA OVER 6"577 NOT TO SCALE65124
3" THICK 3/4" GRAVEL CLASS II BASE
C. ENCINITAS, CA 92024
((�` L SECOND STREET SECTION D 3'>1 CIVIC
ENC
PH (760) 230-6025 SCALE: 1 "=10' TF OF CA�ZFOP
FAX (760) 230-6026
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ULSILUNLU
sRJ scE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
CITY OF ENCINITAS BENCHMARK NO. 1042, 2.5" SD. CO. INT. DATE PLANS PREPARED ER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: A.P.N. #261-053-17
ENGINEERS DISC STAMPED "OC 136, 1968 IN EAST JAY KOPELOWITZ
WING WALL OF THE NORTH END OF THE NORTHBOUND PUBLIC WORKS 14638- G
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. DATE: 12-7-20 StPNP/Nowak, EdAv L-dj. W�
ELEVATION = 16.938' PLANNING STEVE NOWAK EDWARD J. WIMMER 2370 MANCHESTER AVENUE
DATUM = NAVD88 STEVEN R. JONES DATE REVIEWER STEVEN ES R.C.E. N0. 65124 112812021 1/29/2021 CARDIFF, CA 92007 LDEV-013837 2020
SENIOR ENGINEER DATE INSPECTOR EXP. 9-30-21 DATE DATE PLANNING CASE NO/ 19-2950 MULTI; 19-2951 SUB; 19-2952 CDP SHEET 2 OF 8
00
N
EROSION CONTROL PLAN
LEGEND
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (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.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
SAND/GRAVEL BAGS (2 HIGH)
SILT FENCE
00000000
X X—
Ell II I III FILTER FABRIC All/,'�
WIRE DETAIL GRAVEL BAGS
NTS
DETAIL SILT FENCE
NTS
� � 3
/
—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T— /
h
cn
DESILTING BASIN PE SILT FENCE SEE /
1 DETAIL THIS S EET 100,
I
GRAVEL B G CAL TRANS SC-1 /� \ /�I
SEE DETA DI
HE M
/ U) 3
p I �GR L BAG
/EDE
'.SILT FENCE SEE DETAIL THIS SHEET bi FENCE SEE
.0IL THIS SHEET
p
Rk
x o
Proill
IA/
F \ I
GRAW- L - AG � s
C. CK D W. 9 i
�''.• o
`n I --- — — ---- EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
-A I / JAY KOPELOWITZ AT 858-751-4577
SILT FENCE SEE \ °>� 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
DETAIL THIS SHEET \ / c 3 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
\\ /� NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
cn \ \ 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
c 3 AFTER EACH RUN OFF PRODUCING RAINFALL.
CD
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
SITE PLAN WHICH MAY ARISE.
SCALE: 1"=10' 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
DESILTING BASIN NOTE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRAPHIC SCALE 1"=10' GRADING PLAN SHALL BE INCORPORATED HEREON.
BIORETENTION BASINS SHALL BE EXCAVATED AND USED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
0 10 20 30 AS DESILTING BASINS DURING CONSTRUCION. THE SILT FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
SHALL BE COMPLETELY REMOVED AND THE BIORETENTION DAY.
BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS QP pFESSI
ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. Oiy 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
R . AT THE PROBABILITY FORECAST EXCEEDS OF EACH ING D FORTY PERCENT Y WHEN THE IVE (40%). DAY RAIN
SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
N
COASTAL LAND SOLUTIONS, INC. IDNo. 65124 '�' 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
C L' S 577 SECOND STREET PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
ENCINITAS, CA 92024 sX CIVZ\- r\�P OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
PH (760) 230-6025 qTF OF Cp,\- OF CALIFORNIA DEPARTMENT OF CONSERVATION.
FAX (760) 230-6026
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESiUNLU
R CHECKEDSCE BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
CITY OF ENCINITAS BENCHMARK NO. 1042A 2.5" SD. CO. INT. DATE PLANS PREPARED EJESSE OWENS EDWARD J. WIMMER R THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: A.P.N. #261-053-17
ENGINEERS DISC STAMPED "OC 136, 1968 IN EAST JAY KOPELOWITZ
PLANNING
WING WALL OF THE NORTH END OF THE NORTHBOUND PUBLIC WORKS
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. DATE: 12-7-20 Stevel Nowak EG�i "dj. W� 2370 MANCHESTER AVENUE 14638—G
ELEVATION = 16.938' STEVEN R. JONES DATE REVIEWER STEVEN ES R.C.E. N0. 65124 1/28/2021 1/29/2021 CARDIFF, CA 92007 LDEV-013837 2020
DATUM = NAVD88
SENIOR ENGINEER DATE INSPECTOR EXP. 9-30-21 DATE DATE PLANNING CASE NO/ 19-2950 MULTI; 19-2951 SUB; 19-2952 CDP SHEET 3 OF 8
IN
U
v�
z
0
a
0
0
U
I I
"I I
34
I I
TW@FS=95.66
19
BW@EX=92.20
15 E CI III
AREA DRAN /
Ifs TG=95.20 20 / EXISTING CMU
3 A A Dr STORMWA\TER �IE=94.70 FTOTAINING REMAIN WALL
q
92.00
0.00 EXISTING BUILDING
899 TW I 1 E n
TW@F =92.0i ° ut 0
BW@ -89.9
TW=9 .506�1 O N59223'14'� 100.04�
B 2 + F-6.
TW-S9 75 BIO ENTION 9
s RAISED PLANT
BW@E:X:: 89.81 c 9c FS-92.0
APPROX. LOCA ION OF F=89.85�
% a 12% 20% 12� 7
8" VCP SEWER MAIN
F=89.6.0 PROPOSED BIORETENTION
APPROX. LOCATION OF 2
EXISTING 6" AC WATER (SEE CIVIL DRAWINGS)
MAIN
32 a9 I 20 SETBACK
T
c PLA TIPO KETS FOR
4' HI GREEN WALL.
OFF Rd�F AFNIT P1 AN
EX 76 PROPOSED DRIVEWAY
i S
PA ER
FCC
FL F+ c J _ -
9c , +90
-
T F
900 I I PLANT P ,ITS I -OR
Fes. 4' IGH EEN0,WALL.
SEE BASE b P'L 9
RIGHT-OF-WAY
s � Fc F.
L =92.0 0
V METERSERVIC $--89.34 TW=9200
2361 NEWCAS TW 90.10 c
(E) CMU WALL N
9s W@EX=95PROPER (TO REMAIN)
k
@FS=� TY LINE
� I
C�
AVE Bw�Fs=
D90.10 a�
A137 201
.i=®VJ. 3' ^ LIGLLCLCL L_(L(LG
.�
PAVERS��
FAjL
1777��
�
,90E =90.1& TW@EX=92.00 BW@FS=90.1
BW@FS=90.20 �9'4
30
--------------
L7
I�
I I
n � �
F' l
==F-F=
EXISTING RESIDENCE
-XISTING I /
BUILDING
I� cp
TWC�?FS96.50 Z
c �W EX-9'.�07
+ c �
TW@FS 95.50 TW@F§�96.50 9 / c
BW@EX=92.80 +� 10 = 4.00 Os I +f 9Ss
r
i
I
/ 40'
/ c�od a
e 20
� (E) CURB Et
SIDEWALK
4c S=c L=28' G6 964 `I � �I
AREA DRAN > °� :E:m s` Grs9.70��
TW@FS Q5:60�94.60
PROPOSED TEMPORAR/ W
SHORING (SEE SHEET SH5) TEMPORARY 1-1 SLOPE M
= 8 77�
Ps=B (BY OTHERS, TYP.) I m Z
cc FS= 6- �� RIGHT-OF-WAY LU
+ 0_�
6
F �T�A�FIc PROPOSED GARAGE S
+�J 9 +fiIFF=96.83'
a S -,G*4 E FF= 87.16
c 6� F _ e
P 86.26
LINE OF DECK 2
L9
�� 98 C9 �S \ FCC^
PROPOSED TEMPORARY'
SHORING (SEE SHEET SH6) -S
MIN
EXISTING RESIDENCE
I
?9
-=96.31
8 \\
o�4r�
8 4 0 8 16
SCALE: 1" = 8'
C,
a
� � itRLA �
PROPOSED DRAINAGE
(SEE CIVIL DRAWINGS) ``U
U
�� �,LU
\
� I v
10 6.70 / EXI T G 8"
tc8 / U AC W TER
M AI
s F a
's> I �>>
�'c
ASS ACE WITI ) s,
°� ?s B AND GUT](/,
+ s. SDRSD G-2
HP=96.5f a �tipv
+` >6 U
TW@FS-97.7 I
ss �6a B @� 0 (E) WALL Et RAMP
\ (TO REMAIN) Fc @FS=97/.50
a R TECT TRfFE�
I LACE Cc)
eg s8 FA
9
cRa
Fo 3
I
I
I � �
STRUCTURAL PLAN REVIEW PROVIDED BY
ESGIL, A SAFE BUILT COMPANY AS PLAN
CHECK NO. 20-105 DATED 2/19/20
Know what's below.
Call 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.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH/EXCAVATION PERMIT N0.
LEGEND
T.O.W. = TOP OF SOLDIER BEAM WALL
B.O.W. = BOTTOM OF SOLDIER BEAM WALL
BY OTHERS = WORK OUTSIDE SHORING SCOPE
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT SYMBOL
TEMPORARY SOLDIER BEAM I
►ail lil:7e�:i'i r 3 1 :7 1z C
SOLDIER BEAM COUNT XX
DETAIL/SECTION CALLOUTS x
SHX
3x12 DF#2 TIMBER LAGGING
SHORING DESIGN GROUP
7727 CAMINITO LILIANA
cE 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 BENCHMARK NO. 1042 2.5" SD. CO. INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
OF GRADING PLAN FOR: A.P.N. #261-053-017
ENGINEERS DISC STAMPED "OC 1IN EAST JAY KOPELO WITZ
WING WALL OF THE NORTH END OF THEHENORTHBOUND PUBLIC WORKS
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. DATE: 11/30/20 `Steve/Nowak Ed,�va4l-dlJ, W� 14638-G
PLANNING STEVE NOWAK EDWARD J. WIMMER 2370 MANCHESTER AVENUE
DA UMTI= NAVD 888 STEVEN R. JONES DATE R.C.E. N0. 80503 1/28/2021 142942021 CARDIFF, CA 92007
LDEV-013837-2020
REVIEWER ROY REED
SENIOR ENGINEER DATE INSPECTOR EXP. 3-31-21 DATE DATE PLANNING CASE NO/ 19-2950 MULTI: 19-2951 SUB: 19-2952 CDP SHEET 4 OF 8
co
1
N
o�4r�
8 4 0 8 16
SCALE: 1" = 8'
C,
a
� � itRLA �
PROPOSED DRAINAGE
(SEE CIVIL DRAWINGS) ``U
U
�� �,LU
\
� I v
10 6.70 / EXI T G 8"
tc8 / U AC W TER
M AI
s F a
's> I �>>
�'c
ASS ACE WITI ) s,
°� ?s B AND GUT](/,
+ s. SDRSD G-2
HP=96.5f a �tipv
+` >6 U
TW@FS-97.7 I
ss �6a B @� 0 (E) WALL Et RAMP
\ (TO REMAIN) Fc @FS=97/.50
a R TECT TRfFE�
I LACE Cc)
eg s8 FA
9
cRa
Fo 3
I
I
I � �
STRUCTURAL PLAN REVIEW PROVIDED BY
ESGIL, A SAFE BUILT COMPANY AS PLAN
CHECK NO. 20-105 DATED 2/19/20
Know what's below.
Call 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.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH/EXCAVATION PERMIT N0.
LEGEND
T.O.W. = TOP OF SOLDIER BEAM WALL
B.O.W. = BOTTOM OF SOLDIER BEAM WALL
BY OTHERS = WORK OUTSIDE SHORING SCOPE
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT SYMBOL
TEMPORARY SOLDIER BEAM I
►ail lil:7e�:i'i r 3 1 :7 1z C
SOLDIER BEAM COUNT XX
DETAIL/SECTION CALLOUTS x
SHX
3x12 DF#2 TIMBER LAGGING
SHORING DESIGN GROUP
7727 CAMINITO LILIANA
cE 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 BENCHMARK NO. 1042 2.5" SD. CO. INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
OF GRADING PLAN FOR: A.P.N. #261-053-017
ENGINEERS DISC STAMPED "OC 1IN EAST JAY KOPELO WITZ
WING WALL OF THE NORTH END OF THEHENORTHBOUND PUBLIC WORKS
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. DATE: 11/30/20 `Steve/Nowak Ed,�va4l-dlJ, W� 14638-G
PLANNING STEVE NOWAK EDWARD J. WIMMER 2370 MANCHESTER AVENUE
DA UMTI= NAVD 888 STEVEN R. JONES DATE R.C.E. N0. 80503 1/28/2021 142942021 CARDIFF, CA 92007
LDEV-013837-2020
REVIEWER ROY REED
SENIOR ENGINEER DATE INSPECTOR EXP. 3-31-21 DATE DATE PLANNING CASE NO/ 19-2950 MULTI: 19-2951 SUB: 19-2952 CDP SHEET 4 OF 8
co
1
N
co
1
N
1 100.00'
PROPOSED BIO-RETENTION h
BASIN (SEE CIVIL DWG.) EXISTING GRADE
T.O.W. = 91.00' —
DRIVEWAY RETAINING WALL
FOOTING (APPROXIMATE) 4
B.O.W. = 85.00'
NOTES: L J
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH7 FOR SHORING ATTRIBUTES. SB#1
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
3. LOWER EXISTING GRADES TO THE PROPOSED BOTTOM OF WALL ELEVATIONS PRIOR TO
BEAM FABRICATION. REPORT VARIATIONS TO SHORING ENGINEER, CONTRACTOR SHALL
NOT UNDERMINE ADJACENT WALL FOOTING DURING EXCAVATION.
4. NO DRILLING SHALL OCCUR ON NEIGHBORING PROPERTIES WITHOUT WRITTEN
APPROVAL FROM OWNERS.
5. BOUNDARY LINE SHALL BE STAKED PRIOR TO DRILLING BY PROJECT SURVEYOR.
V I
115'
L_ J
SB#2
(E) RETAINING WALL
TO BE REMOVED
A A DRAI/NSTORMWATER
_I 'K AI Pu
EXISTING BUILDING
0
RIGHT-OF-WAY I I
BW@=89.9(
l/ J 9
TW=9 .50 0 0
TW_9 .75 \
BW@E�(= 89.81 c
F 89.85
)CAPON
I, =a1
VER MAIC, 1 F 89 6(, PROPOSED BIORETENTION
(SEE CIVIL DRAWINGS)
8g.
ITS a .
�S 8g
= L Fi�= 8 9. 8
71
EX 89.76
6X16 f �Lb\
n-
�ut
T.O.W. = 92.00'
LJ
SB#3
97 TI �b
BQ tENTION�
R A L7 r1
0 F 5 00
SH7
20 O 12%
FS=87.30
FS=89.12
20' SETBACK /
P L A\
T I F PROPOSED DRIVEWAY
4'
G H -
SEE
34��
P
S
CONCRETE
0 )
I
DRIVEWAY
I
LJ
SB#4
9 SPACES C 8'-0" O.C. = 72'-0"
FINISH GRADE
EXISTING GRADE -
T.O.W. = 93.00'
a
LJ
SB#5
L
SB#6
LOWER EXISTING GRADE
TO BOTTOM OF PROPOSED
WALL PRIOR TO SHORING
INSTALLATION, TYPICAL
m
B.O.W.=
85.00'
LJ LJ LJ
SB#7
SB#8 SB#9
PROFILE — LOOKING NORTHWEST
SCALE: 1" = 16V3
9W@EX=92.20
AKE/A DRAN
TG=95.20 2 O
IE=94.70
-EXISTING CMU
RETAINING WALL
TO REMAIN
(E) CMU WALL
(TO REMAIN)
2
7 SH7
EXISTING RESIDENCE
ADJACENT WALL
AND FENCE, TYP.
T.O.W. = 94.00'
B.O.W. = 90.00'
'TW@F' PROPOSED RETAINING _ 96.50
WALL (SEE CIVIL DWG)
R W � 7,-0.,+
8 9 �10
Ln
� 8 4'cTyC, S�;
9c
u
a ° 4
=95.40 a
as a
a a °
�tECE �
14SHOWER
FS= 6°.Q0
PROPOSED GARAGE C a
b Ub— Li�LH UKAIN VVI I H do °
c A F C R} S
TG-86.62 96
PAVERS J_
9s FF
6 2 a
♦ r
9s_�W@EX=95.60 'kk/ I
R�'V(c , =92�00 �"��LE
PIr� 95 ^ 92s
PROPERTY LINE
/'9
--i Tc
SH7 a
d
4 a a
TYP.) a a
w@Fs�95.6c ( A°METER 1
a B°W@FS-86:6� 4 �i�I�RGY °D SS SH7
=86== �Eo 10
F7CRFI"
0 dI 8 16
SCALE; 1 "=16/3'
�s
LEGEND:
T.O.W. = TOP OF WALL
B.O.W. = BOTTOM OF WALL
DESIGNATES 3x12 PRESSURE
TREATED TIMBER LAGGING
/ ec
I-- C)
Tw6FS=96.50
W kX=95,-5096
.
96 E
AREA DRAN
.70 2
RIGHT-OF-WAY
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYP.)
i c
PROPOSED DRAINAGE }
L (SEE CIVIL DRAWINGS) z N TR
o
A EA D
TG=96.10 00
IE=94.90 to
— (E) CURB Et
SIDEWALK
100.001
90.00,11111
SHORING DESIGN GROUP
Ll `' �`' 7727 CAMINITO LILIANA
c0 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 BENCHMARK NO. 1042 2.5" SD. CO.
ENGINEERS DISC STAMPED "OC 136, 1968" IN EAST
WING WALL OF THE NORTH END OF THE NORTHBOUND
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON.
ELEVPLANNING
DATUM TI= NAVD 888
STEVEN R. JONES DATE
SENIOR ENGINEER DATE
INT.
DATE
PLANS PREPARED UNDER THE SUPERVISION OF
DATE: 11 �30�20
R.C.E. N0. 80503
ROY REED
EXP. 3-31-21
RECOMMENDED APPROVED
T
StP]V2rNawal� �G�WANGLJ • WL
STEVE NOWAK EDWARD J. WIMMER
112812021 112912021
DATE DATE
GRADING PLAN FOR: A.P.N. #261-053-017
JAY KOPELO WITZ
2370 MANCHESTER AVENUE
CARDIFF, CA 92007
PLANNING CASE NO/ 19-2950 MULTI: 19-2951 SUB: 19-2952 CDP
14638- G
LDEV-013837-2020
PUBLIC WORKS
REVIEWER
INSPECTOR
SHEET 5 OF 8
1100.00'
EXISTING 2-STORY RESIDENCE
8 SPACES C 8'-0" O.C. = 64'-0"
EXISTING RETAINING
WALL (TO BE REMOVED)
100.00'
EXISTING GRADE
LEXISTING RETAINING
��, i T.O.W. = 96.00' -- ---- - I I T.O.W. = 96.00' ADJACENT WALL
_ T.O.W.= WALL (TO BE REMOVED) AND PLANTER
94.00' /L I I F
B.O.W. = 92.00' _ J
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.
4. NO DRILLING SHALL OCCUR ON NEIGHBORING PROPERTIES WITHOUT WRITTEN APPROVAL FROM OWNERS.
5. BOUNDARY LINES SHALL BE STAKED PRIOR TO DRILLING BY PROJECT SURVEYOR.
)5/,�6=SAPDA fl-�
W
m
z
W
Oct
cc
W
H
cn
W
U
z
oL
I
RIGHT-OF-WAY
�A� O
\ \6
-6 0
OL'L-6=
PROPOSED RETAINING
WALL (SEE CIVIL DWG)
G �6-11
+� TEMPORARY 1-1 SLOPE
(BY OTHERS, TYP.)
PROPOSED DRAINAGE
(SEE CIVIL DRAWINGS)
B.O. W.=
85.00'
LJ
SB#13
„D„
L
SB#14
4I
LJ
SB#15
B.O.W.=
85.00'
a—�
PROFILE - LOOKING SOUTHEAST
SCALE: 1" = 16V3
c )U d
\ EXISTING RESIDENCE
O S \ O
z 6`
8 \� 9\ \ EXISTING DECK 96= �� z, PROPERTY LINE > W0 6
2 v�
6
11 7-0 12 13 SH7 14 0o 15 t �� o� 16 —
_ _
2' 2"
d Q d
ADJACENT WALL
V o\ --�\ \ \ \ '\ \ \ � � vy'�
L! LI
VMS�!! • '•
m
v °
v 2'-6"
>(9
(TYPE=S�
s
SH7 ° r
v
6 6',9�-S_J
PROPOSED GARAGE
�v
D ^
(s� 10•
o
2�
0 4 8 16
SCALE:1 "=16/3'
T.O.W. = 90.00' _
. e n .4
B.O.W. 85.00' DRIVEWAY RETAINING WALL
FOOTING (APPROXIMATE)
L J LEGEND:
SB#19 T.O.W. = TOP OF WALL
B.O.W. = BOTTOM OF WALL
DESIGNATES 3x12 PRESSURE
TREATED TIMBER LAGGING
\ C
ADJACENT WALL I (6 = X O \
AND PLANTER �6�
A
j -
� V
06 S� 1/� b e PROPOSED RETAINING
WALL (SEE CIVIL
DWG)
O C
LLJ
s����
%° p� �� �oz ��� ° g
ro
O.L 06 0 /�
o v
�
O
� o
l
06 nn>-
(E) RETAINING WALLS Al 17�'68�R
W LLJ
(TO BE REMOVED) 0'Z6=N
- (/�
0g'68
0O 'z '
8
PROPOSED DRIVEWAY
RIGHT-OF-WAY
co
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS —BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
SRJ
SRJ
SCE
CITY OF ENCINITAS BENCHMARK NO. 1042 2.5" SD. CO.
ENGINEERS DISC STAMPED "OC 136, 1968" IN EAST
WING WALL OF THE NORTH END OF THE NORTHBOUND
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON.
ELEVATION = 16.938'
DATUM = NAVD 88
STEVEN R. JONES DATE
SENIOR ENGINEER DATE
INT.
DATE
PLANS PREPARED UNDER THE SUPERVISION OF
DATE: 11/30/20
R.C.E. N0. 80503
ROY REED
EXP. 3-31-21
RECOMMENDED APPROVED
Steve,Nowak/ EdAva4-&J• W�
PUBLIC WORKS
PLANNING
STEVE NOWAK EDWARD J. WIMMER
112812021 112912021
DATE DATE
REVIEWER
INSPECTOR
SHORING DESIGN GROUP
7727 CAMINITO LILIANA
c6 SAN DIEGO, CA 92129, (760)586-8121
CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
GRADING PLAN FOR: A.P.N. #261-053-017
JAY KOPELOWITZ 14638- G
2370 MANCHESTER AVENUE LDEV-013837-2020
CARDIFF, CA 92007
PLANNING CASE NO/ 19-2950 MULTI: 19-2951 SUB: 19-2952 CDP SHEET 6 OF 8
w
IR
N
SAFETY CABLE RAILING, PER
CAL-OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 6/SH7)
11111101
BOTTOM OF EXCAVATION
(B.O.W., SEE ELEVATION)
42" (MIN.)
EXISTING GRADE
:•: I I-III=1� I 19ff Il. �
1=1I-1I1=-111 . �II
111 II11 I 11I1-
TIMBER LAGGING, TYPICAL
(SEE ELEVATION FOR SIZE)
-1.5 SACK SLURRY SHAFT
I_BACKFILL (T.O.W. TO B.O.W)
IlIIF
•:•:III
1 I 2,500 PSI CONCRETE SHAFT
BACKFILL (B.O.W TO PILE TIP)
11 a I SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. LAGGING ABOUT THE LOWER 2'-0" OF EXCAVATION MAY BE OMITTED WITH APPROVAL FROM
THE GEOTECHNICAL ENGINEER OF RECORD (CONTRACTOR SHALL ASSES Et SUBMIT FOR APPROVAL).
3. SEE SOLDIER BEAM SCHEDULE ON SH7 FOR VARIABLES "H", "D", Et "Dshaft".
TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.)
SH7
N.T.S.
SEE ELEVATION FOR SPACING
PROPERTY LINE -
TIMBER LAGGING FILL VOIDS BEHIND LAGGING
WITH LEAN CONCRETE
(SEE ELEVATION) - - - - - - -
WATER PROOFING
EPDXY COAT ENTIRE BACK FLANGE
Et 4" OF WEB ALONG THE FULL BEAM
LENGTH (TYP.)
- - - -
6" MIN.
--------------
Et DRAINAGE BOARDS - --
°
a PROPOSED SUBTERRANEAN
a �
(BY OTHERS)
TEMPORARY TIMBER
BLOCK -OUTS PLACED AT
INTERIOR FACE OF WALL FOR
SOLDIER BEAM REMOVAL.
SEE ELEVATION FOR SPACING
SOLDIER BEAM
5
SH7
FILL VOIDS BEHIND LAGGING
WITH LEAN CONCRETE -I I 1 11
I� 1
.I1 •••••
II_II_II_I-III=1 I I=1 -I-I
TIMBER LAGGING
(SEE ELEVATIONS)
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
-20d COMMON NAIL FOR LAGGING
INSTALLATION (TYP., AS REQ'D)
NOTE: BOUNDARY LINE SHALL BE STAKED PRIOR TO DRILLING BY PROJECT SURVEYOR.
2
SH7
2" (MIN.)
BEARING
SOLDIER BEAM PLAN DETAIL (TYPICAL)
N.T.S.
-III-III III=I I 1=• DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
- ti- MATERIAL)
/ I-
_ TIMBER LAGGING
1 (SEE ELEVATIONS)
SOLDIER BEAM 1.5" (MIN.)
BEARING
4 LAGGING OFFSET DETAIL
SH7 N.T.S.
BUILDING WALL (BY OTHERS)
BUILDING WALL LONGITUDINAL REINFORCEMENT
BURN HOLES THROUGH SOLDIER (REFER TO STRUCTURAL DRAWINGS)
BEAM WEBS FOR LONGITUDINAL
REBAR (1" DIA. MAX.) CUT Et REMOVE PROTRUDING WEB Et FLANGE UPON
COMPLETION OF THE PROPOSED STRUCTURE AND/OR
AS DIRECTED BY THE STRUCTURAL ENGINEER OF
RECORD. FILL ALL VOIDS WITH AN APPROVED
NON -SHRINK GROUT ACCORDING TO PROJECT
SPECIFICATIONS.
PERMANENTLY ENCASED SOLDIER BEAM PLAN DETAIL - SB# 1-3
N.T.S.
L2x2x3/8 ANGLE IRON ATOP
EACH SOLDIER BEAM MEMBER
3/8-inch 0 WIRE ROPE -
ALONG ENTIRE SHORING
PERIMETER (TYP.)
SOLDIER BEAM, TYP.
(SEE SCHEDULE)
6
SH7
2"
j21"
1 44"
21"
1 /4" L=6" EACH BEAM
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
CAL -OSHA GUARDRAIL DETAIL
N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
3
SH7
TIMBER LAGGING
(SEE ELEVATION)
II� SOLDIER BEAM
\I
TIMBER LAGGING
(SEE ELEVATION)
20d COMMON NAIL FOR LAGGING
INSTALLATION (4 PER BOARD)
TIMBER LAGGING DIAGONAL SUPPORT DETAIL
N.T.S.
SOLDIER BEAM SCHEDULE
From
Beam
To
Beam
Beam
Qty
Beam
Section
Maximum
Shored
Height
H
Toe
Depth
D
Total
Drill
Depth
H+D
Toe
Diameter
Dshaft
ft
ft
ft
in
1
1
1
W14x30
6.0
10.0
16.0
24
2
3
2
W14x30
7.0
11.0
18.0
24
4
4
1
W
16 x 40
7.0
11.0
18.0
24
5
7
3
W
14 x 30
8.0
12.0
20.0
24
8
9
2
W
16 x 40
9.0
13.0
22.0
24
10
11
2
W14x30
5.0
10.0
15.0
24
12
17
6
W
18x50
11.0
14.0
25.0
24
18
18
1
W
14 x 30
9.0
13.0
22.0
24
19
19
1
W14x30
5.0
10.0
15.0
24
SHORING DESIGN GROUP
L.1 ` 7 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 ENCINBENCHMARK 1 2SD. CO.
ENGINEERS DISCC STAMPED "OC 136INN EAST
OF ,
WING WALL OF THE NORTH END OF THEHE68 NORTHBOUND
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON.
ELEVATION = 16.938'
DATUM = NAVD 88
STEVEN R. JONES DATE
SENIOR ENGINEER DATE
INT.
DATE
PLANS PREPARED UNDER THE SUPERVISION OF
11 /30/20
R.C.E. NO. 80503
ROY REED
EXP. 3-31-21
RECOMMENDED APPROVED
SbeyeP Nowak EGAWGW". Wt�4NUMPN
STEVE NOWAK EDWARD J. WIMMER
112812021 112912021
DATE DATE
GRADING PLAN FOR: A.P.N. #261-053-017
JAY KOPELOWITZDATE:
2370 MANCHESTER AVENUE
CARDIFF, CA 92007
PLANNING CASE NO/ 19-2950 MULTI: 19-2951 SUB: 19-2952 CDP
14638- G
LDEV-013837-2020
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
SHEET 7 OF 8
GENERAL NOTES
MATERIAL SPECIFICATIONS
STATEMENT OF SPECIAL INSPECTIONS
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 T-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.
CHANGE NO.
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 0.50-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).
DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS
CITY OF ENCINITAS BENCHMARK NO. 1042 2.5" SD. CO.
ENGINEERS DISC STAMPED "OC 136, 1968" IN EAST
WING WALL OF THE NORTH END OF THE NORTHBOUND PUBLIC WORKS
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON.
ELEVATION = 16.938' STEVEN R. JONES DATE PLANNING
DATUM = NAVD 88 REVIEWER
SENIOR ENGINEER DATE IN
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.
DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS
SRJ SRJ SCE
INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
C� DATE: 11 /30/20 St-everNowakEdwcw'cLJ. WLwm4,.r
(� R.C.E. N0. 80503 STEVE NOWAK EDWARD J. WIMMER
ROY REED 112812021 112912021
EXP. 3-31-21 DATE DATE
DESIGN CRITERIA
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE
FOLLOWING GEOTECHNICAL REPORTS:
A. REPORT OF LIMITED GEOTECHNICAL INVESTIGATION
PROPOSED KOPELOWITZ RESIDENCE
2370 MANCHESTER AVE.
CARDIFF BY THE SEA, CALIFORNIA
PREPARED BY: C.W. LA MONTE COMPANY, DATED NOVEMBER 18, 2019.
2. SOIL DESIGN PRESSURES
A. PASSIVE EARTH PRESSURE = 350PCF
B. ACTIVE EARTH PRESSURE = 38PSF/FT (CANTILEVERED)
C. BUILDING LATERAL SURCHARGE = 500PLF (SB#1-4) Et 700PLF (SB#8-10 Et 12-18)
D. MINIMUM LIVE LOAD SURCHARGE = 72PSF UNIFORM
SHORING DESIGN GROUP
`� 7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
GRADING PLAN FOR: A.P.N. #261-053-017
JAY KOPELOWITZ 14638- G
2370 MANCHESTER AVENUE LDEV-013837-2020
CARDIFF, CA 92007
PLANNING CASE NO/ 19-2950 MULTI: 19-2951 SUB: 19-2952 CDP SHEET 8 OF 8
co
N