LDEV-013341-2020 (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 RESPONSIBIUTY 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 NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONS7TRUCRON, 7HE DESIGN CONSMUCRON STANDARDS OF 7HE CITY OF ENCINITAS AND 7HE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REW90NS THEREFROM SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTON.
2 7HE SOILS REPORT 777LED "PRELIMINARY GE07ECHNICAL INV£S77GA77ON AND FOUNDATION RECOMMENDATIONS
PROPOSED NEW MIN CONDOMINIUM UNITS WITH DETACHED ACCESSORY DWELLING UNITS" PREPARED BY
ENGINEERING DESIGN GROUP DATED NOVEMBER IZ 2020, PROJECT NO, 206446-1, SHALL BE CONSIDERED AS A
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE /N ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMI7S FOR ANY CONSTRUCTION K1774/N PUBLIC RIGHT-OF-WAY OR EASEMENTS
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMIS51ON SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTONS REQUIRED 70 PROTECT ADJACENT PROPER7ES
DURING GRADING OPERA77ONS 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 CIWL 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 W WN ONE-HALF (112) 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 UN71L A PRE -CONSTRUCTION MEE77NG HAS BEEN HELD ONSI7E
WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIWL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITME. THE PRE-CONS7RUCTON 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
PRO,ECT 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 7HE WORK UNDER 7HE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION' SHALL BE PROVDED STATING
"THE GRADING UNDER PERMIT NO.. LDEV-013341-2020 HAS BEEN PERFORMED /N 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 7HE CIWL ENGINEER KHO CERTIFIES SUCH GRADING
OPERA TON.
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE7ON OF GRADING OPERA77ONS HE SHALL STATE THAT
OBSERVATIONS AND 7ES73 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 S17E 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 SPECIFTCAT70N ALL VEGETABLE MATTER AND ORECTONABLE MATERIAL SHALL BE REMOVED BY
774E CONTRACTOR FROM THE SURFACE UPON WHICH 7HE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL
SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. 774E EXPOSED SOILS SHALL BE SCARIFIED TO A
DEPTIH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPON981LIFY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 FINISH GRADE TO PRODUCE SM007H SURFACE AND
UNIFORM CROSS SECTION. THE SLOPES OR EXAVA7ON 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 07HER 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.
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 774E DISPOSAL OF ANY
IT THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE ClWS 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 PRO7ECTED IN PLACE DURING CONSTRUCTION
UNLESS SPECIFICALLY APPROVED 07HERWISE. 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 PROTECTION ON THE GROUNOI. IF A CITY TREE IS NOT CLEARLY LABELED
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPRO D IMPROVEMENTS ARE /N CONFLICT WITH A
CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
�l�I.i7J.-Zd9X.7•.'6lti'71CGL��iC�17lT4X:.7i•:�.7x7JILiAL�PISd�iLl.94�1i ��ii9fit47•]Fi'�)<X99%
SERVCES DIRECTOR MUST CONCUR KITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY
SERNOES BEFORE GRADING ACTIWTIES ARE ALLOWED TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, 1F HUMAN REMAINS ARE
FOUND ON THE PRO,ECT SITE DURING CON57RUC77ON ACI77I4TY, THE PERSON RESPONSIBLE FOR THE EXCAVATION,
AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMER/AN MONITOR, SHALL OCCUR UN77L
THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO OR/GIN AND DISP0,9770N PURSUANT TO PUBLIC
RESOURCES CODE 5097.98 /F SUCH A DISCOVERY OCCURS A TEMPORARY CONSTRUCTION EXCLUSION ZONE
SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED
(AS DETERMINED BY VINE QUALIFIED ARCHAEOLOGIST AND/OR THE ICA NATIVE AMERICAN MON/TOR). AND
CONSULTARQV AND TRE47MENT COULD OCCUR AS PRESCR/ ED BY LAW. AS FURTHER DEFINED BY STA LAW,
IHE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NODFIED /F THE REMAINS ARE SUBECT
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 DETERMINARON AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE
REMAINS SHALL BE KEPT IN 5177) (IN PLACE%. OR IN A SECURE LOCATION /N CLOSE PROXIMITY TO WHERE THEY
WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE /N THE PRESENCE OF THE TCA
NATIVE AMERICAN MONITOR.
NO.I DESCRIPTION
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/SMP 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 WILLNOT 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 HOD 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 DISCHAR D INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT
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
FACUTY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL
AFFECTED WATER FACUTIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS.
IF FACUTIES 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.
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. SEWER - CARDIFF SANITARY DIVISION - 760-633-2770
B. GAS & ELECTRIC - SDGE - (7601-438-6200
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
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LAURA TAUBER AT (858) 922-3350, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON rTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT ONVENIENT 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.
S. 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 (407). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
APPROVED DATE BENCHMARK
DESCRIPTION: CONTROL POINT ENC48
LOCATION: ON THE NORTH SIDE OF SANTA FE
DRIVE, 175' WEST OF THE 1-5 SB OFF RAMP TO
SANTA FE DRIVE IN THE NW CORNER OF A Cl.
RECORD FROM: ROS 18416
ELEVATION: 173.376' DATUM: NAV088
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 STABIUZED 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.
I46V 0aN-YTHaY8,T:a'MAI[01C2rIS*1111I.9:G1AMai711I 117,IN4C
T FOR ALL
ON -SITE.
STOCKPILES
BE COVERED OR PROTECTED WITH SOIL STABILIZATION
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.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A, NO NATURAL SLOPES ON SITE
MAXIMUM VERTICAL DEPTH OF CUT = 12 FT
MAXIMUM VERTICAL DEPTH OF FILL m 2 FT
CUT = 1,110 C.Y. FILL = 10 C.Y.
EXPORT = 1.100 C.V.
REMEDIAL = 400 C.Y. ( 400 REMOVAL AND RECOMPACTION UNDER AND 0 OUTSIDE OF
BUILDING AREAS)
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY
SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS.
ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT
ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS.
DISTURBED AREA: 8.900 SQFT
IMPERVIOUS AREAS
ON -SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3.998 SQFT
OFF -SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.005 SQFT
ON -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 4791 SQFT
OFF -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SOFT
DECREASE IN IMPERVIOUS AREA: 212 SQFT
IMPERVIOUS AREA REPLACED: 3A42 SOFT
ZONING REQUIREMENTS
R-11 (RESIDENTIAL - 11)
OWNER/PERMI TTEE
LRT VENTURES, LLC
461 MARVIEW LANE
SOLANA BEACH, CA 92075
(858) 922-3350
SITE ADDRESS
1739-1741 SAN EUJO AVENUE
CARDIFF, CA 92007
A. P. N.:
260-275-28-00
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP NO. 16711, IN THE CITY
OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CAUFORNIA, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO DECEMBER 13, 1991.
TOPOGRAPHY
PASCO LARET SUI7ER & ASSOCIATES
PH 858-259-8212
DATE OF SURVEY: APRIL 24, 2019
VICINITY MAP
NTS
OWNER IS CERTIFICATE
SUPERVISE OVEHEREBY R FRTIFY THAT ALL GRADING AACTIVIITY AND ADILS VISE ON THE COMR OR PACTION STABILIT HAS TY OFEN OUTHE SSIITE. RETAINED TO
SIGNATURE [�1�t>• �v 'b6� DATE: 05-10-21
LAURA TAUBER
FOR LRT VENTURES, LLC
SOILS ENGINEER'S CERTIFICATE
I, ERIN E. RIST A REGISTERED OWL ENGINEER /N THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
774E FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT KIRSH THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTEMBER 16, 2019.
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS
BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE RENEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN /NCORPOR47ED IN THE GRADING PLANS AND SPECIFICATIONS
SIGNED: DATE: 05-10-21
ERIN E. RIST Q(IOFESS/(y,.
RCE NO.: 65122
EXP. DATE:
JOB P. 206446=1
ENGINEERING DESIGN GROUP
2121 MON77EL ROAD
SAN MARCOS CA, 92069
PROJECT NO.. 196180-1
PHONE.: 760-839-7302
��r rraL,►�rz.�za.�rH►r►��:z.», r.�:
C 65122
7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY 774E ENGINEER SHALL COMPLY K17H THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF VINE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE /N ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO VINE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES 7HAT ANY PLANCHECK OR REVIEW PERFORMED 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 TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR
DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 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 774E NEGLIGENT ACTS ERRORS OR OMISSIONS OF 774E ENGINEER AND HIS/HER AGENTS OR
EMPLOYEES AC77NG K17HIN 7HE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
774E WORK PERFORMED BY TIH E$, NGINEER.
SIGNATURE DATE. �ypFESS/q,�
BR/AN M. ARDOL/NO RCE No. 71651 (W�rE
0535 N. COASTHIGIWA&Y 101OCIAIESSOLANA BEACH CA 92074
2-3%-2f71651RCE EXPIRES 131 21/ /
I BMP PROJECT STATUS
STANDARD
PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
6/28/2021
/� L17IZIJohn U rob 6/9/2021 "Pe)s/zfi/zozl
SIGN DATE N DATE SIGN DATE SIGN DATE SIGN DATE
AS -BUILT APPROVALS Ni ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
TNT DATE PLANS PREPARED UNDER SUPERVISION OF REC I N APPROVED: GRADING PLAN FOR:
PUBLIC WORKS n��7�'1111 DATE: 05-10-21 *A 1739-1741 SAN ELIJO AVENUE LDEV-013341.2020
BRIAN M. ARDOLINO DATE PLANNING lN� ST IOWAK .. .KSTON LAURA TAUBER, LTR VENTURES
R.C.E. NO.: 71651 ACTING CITY ENGINEER
REVIEWER n' 7-20-21 7/30121 APN: 260-275-28-00
SENIOR ENGINEER DATE BRIAN M. ARDOLINO EXP.: 12-31-21 DATE DATE
INSPECTOREfl PLANNING CASE NO: 3288-2019 CDP; MULTI-003286-2019 SHEET 1 OF 8
ti
c¢_
O
y
N ^
w3�
y2i
KQW
m
002
�z0
ahm
PLSA 3106
- - - -
PROPERTY LINE
- -
CENTER LINE
V
EXISTING WATER LINE
S
EXISTING SEWER LINE
398
EXISTING CONTOUR LINE
®
EXISTING STRUCTURE
PROPOSED SETBACKS
PROPOSED PERMANENT BMPAREA
PROPOSED DECOMPOSED GRANITE
PROPOSED PERVIOUS PAVERS
82
PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
===g---
PROPOSED STORM DRAIN INLET
____
PROPOSED 4" PVC STORM DRAIN
1
\J
PROPOSED SO PUMP
TG
TOP OF GRATE
IE
INVERT ELEVATION
DG
DECOMPOSED GRANITE
PA
PLANTERAREA
FS
FINISHED SURFACE
FG
FINISHED GRADE
FL
FLOW LINE
FF
FINSHED FLOOR
FYSB
FRONT YARD SETBACK
SYSB
SIDE YARD SETBACK
RYSB
REAR YARD SETBACK
PIP
PROTECT IN PLACE
IMPERVIOUS, PERVIOUSANDTREATMENTAREAS
PAVEMENT TYPE
UNITIAREA(SF)
UNIT2ARE4(SF)
IMPERVIOUS PAVEMENT/BUILDINGS
2,393 SF
2,398 SF
PERVIOUS LANDSCAPE AREA
1,285 SF
1,982 SF
TOTALAREA
3.678 SF
4,380 SF
REQUIRED BMPAREA
89 SF
85 SF
PROPOSED TREATMENTAREA
84 SF
88 SF
NOTES
1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
UNDERGROUND.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY
A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO
PRACTICE LAND SURVEYING. ACORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED
CIVIL ENGINEER AS REQUIRED BYTHE LAND SURVEYOR'S ACT.
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED
TO THE SATISFACTION OF THE CITY ENGINEER.
4. CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION, AND CONDITION OF EXISTING
SEWER LATERAL.
EASEMENTS OF RECORD
O1 SAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN
EASEMENT FOR PUBLIC UTILITIES, FLOES, WIRESAND
INCIDENTAL PURPOSES, RECORDED DECEMBER 22, 19261N
BOOK 1299, PAGE 142 OF OFFICIAL RECORDS.
OSAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN
EASEMENT FOR PUBLIC UTILITIES, FLOES, WIRES AND
INCIDENTAL PURPOSES, RECORDED DECEMBER 22, 19261N
BOOK 11515, PAGE 407 OF DEEDS.
VOID FILLER-]' TO'g°M0.8)
AGGREGATE IN VOIDS
CHOKERCOURSE4"THICK
OFg'' T074'(N0.57) CRUSHED ROCK
MIN. IT THICK
OFj''CRUSHEDROCK
PERVIOUS PAVERS W/
MIN.g°"VOID
6•X 18"PCC FLUSH CURB
ORDEEPENEDG4CURB
NOTE: .... .... ......--
-ALLAGGREGATE MUSTBE CLEANIWASHEOAND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENTOFNEXTCOURSE
-NO IMPERVIOUSLINEROR FILTER FABRIC IS TO BE USED, EXCEPT FORS'FROM BUILDING
SPECWL APPROVAL REQUIRED FOR USE W HIGHLY EXPANSIVE SOIL - SUBORAIN MAYBE REQUIRED
"CONSTRUCTIONNOTE:
-PAVERS TO BECOVEREDAND PROTECTED DURING CONSTRUCTION
m
\
i\
1
i
1
1
1
1
1
1
11 l l I
PROTECTEX B2,S BM
/ II,
UMENTWPLACE
M4'IP, LS 8518
1 Db°C6'Ld52'
8'FL
00
1
R -302456'
Imo
802
!8 F
67LUSHCURS
11
TSTRKITTOINS
LL PCOPPER WATERVERVIOUS'
PAVER
LATERALAND
DUAL METER PER WAS
y
W
OG C4RftTV/ALL
dj
N/ PA
I
;DING
]s.i FS
V 2D%
}V✓B3.5'
DISTRICTTOARANDON EXIST.
WAMRIATERALANDMETER:�
AT OWNER5EXPENSE �,
CONTRACTOR TO VERIFYf
L069TIONOFEXISTWATER \
iPo LATERALANDMETER \
RIGHTOFWAYCONSTRU&ION \
PERMITTOBEOSTAINED BY�
DEVELOPERICONTRACTOR
La 8'AC WATER
SPRROX LOCATION)
NOTE- STRIPING
TO REMAIN,
REPLACE PER
TRAFFIC DIVIS+ON
NOTE. CAP
ABANDONED
S€WER LATERALS
of
`I
I
\
I
2" HARDWOOD MULCH/GRASS
COVER OR CITYAPPROVED
EQUIVALENT
TOP OF WALL = 83.5
SDRSD C4
RETAINING WALL
PVC LINER/WATER
PROOFING BETWEEN -
WALL AND BMP
FS = 79.1
WTCH
ASPHALT
20%
_W
f]9.5F;
6'RB
35' CL TO PL
ROCKWALL "
21'PERVIOUS I,
PAVER DRIVE y0%
]A4'FL 179
Z,
Nt-
NI
5.0 ' D ICATION
I \ \ FO PU IC ROAD
IIII6p \ R 18]11
\I
1
\
i
DROUGHTTOLERANT
PLANTS (TYP.)
TG = 83.0
r FG = 82.5
PL
PA✓ERS
60, 1 15,11, 8.0011,
80 W
BO.5BS 82585
W \
\ C-2RETWALL
C pEG2
- PROTECTU..
r
WALL
PRECONCORNER
T RECORDREWIRED
CIM"IP, LS 7W
--
I \
\
l I
/ea
1 \
/
I \ /
R�
I TOP OF WALL = 83.5
1 SDRSD C-4 WALL
I
0.33'
18" LAYER ENGINEERED
SOIL 'SEE NOTE BELOW
F 2" LAYER OF 3/8" GRAVEL
1 6" LAYER OF 3/4" GRAVEL
SEE NOTE BELOW
FG = 80.2
4" PERFORATED
UNDERORAIN, IE
NOT TO SCALE
• BIORETENTION "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%COMPOST OR HARDWOORD MULCH, AND 20%TOPSOIL, FREE OF STONES, STUMPS,
ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
•• 3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 6" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED. ALL BIORETENTION PLANTERS TO
BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
BIORETENTIONAREA A' DETAIL, SECTIONA A
NOT TO SCALE
V aweao' 4.0'PVC p11.0%MIN
5'BY38;-
ITS
-
_8Bd. 91.0'TS
-8I6 BW
:88.0'BS
4-PVC@TO%MIN
B€^F5FS
,TV 87YF
6L5'FS' ILFG
_ILWALL
91.1F
40"PVCSUAORAIN SUBORAIN
PB3'FG ROOFORAIN
& _��tMkfIN
- O PUP
FF Ts J�<P M i
POINTOF
CONNECTION
/
UNIT
III
I - T1
I
)PAIN DRAIN
2ND FLOOR FF=96.3'
/
suMPPuMP
FIRST FLOOR FF= 87.7' -
/ I
GARAGE/BASEMENT FF=78.7-78.2
PAD=78.0'
_ / FF=91.1'
DRAINBYAco,
/
PAD=90.4'
✓EOEQUAL
(��y�� I
_
I
_-I/
BASFEMENTLIMIT I
;non. ce rervo>mommw t j 1 I / I /" I
HDRAWBYACO
OVEDEQUAL NIT`2 /
RDRAINDRAIN 2ND FLOOR FF=96.3'
'OsuMPPuMP I FIRSTFLOORFF=877
- GARAGE/BASEMENTFF=78.7-78.2 IIIFFF-91.V
PAD=78.0' D=90.4'
//UP& �' 1 WALLSUBDBAIN R DWM
E �40PVCSUBORAIN TOSUMPPUMP PoINT01
ONNECRO
70
V� B76'1
cs wau \ \\ �Besrrs A_9.0 -
Y'
\ \ PROTECTBX
l MONUMENTINPIACE \-91.9'11, - -
Y4'N. LS 8508 PROTECTEX RETAINING - - - -gG_
WALLINPLACE
SCALE: V" 10'
ENCROACHMENT MAINTENANCE& REMOVAL
AGREEMENT RECORDED JULY7 ,2021 AS
DOCUMENT NUMBER 2021 - 0487685 OF O.R.
8" OVERFLOW RISER
"SEE PLAN VIEW FOR
TG AND FS ELEVATIONS
DROUGHTTOLERANT
PL PLANTS(TYP) l
FG=93.0'
nn'
DER
WAL
I \
I leuncrae2
II 1 I I 1
I I I I I
( I I I
I 1 I \ I
I I I \
l \\ II \\ II
AP I \ POWERFDLE
III elTVe
2d' RYSR
Off 1E BUILDING 5P
SSS RETAINING WALL 939
ADU
ROOFDR4W IT 918 41PVC
II POINTOF I PRR9L1 ,_
CONNECIR*1
90.15'IE .TI
WrFG
4C 1.lN.EE 1
-S &qv lIPNDSCAPE 9029E �I
IV62"53'OB"€ 6499_ 3'N✓ 1
TWILL B DECORATIVE,�'� �
LERIPRAP1314
$ \
ERVIOL
15'
' SAN ELIJO AVENUEµ 2% 30 2 "F PAVER60%
PCC FLUSH CURB
SECTION D-D
NOT TO SCALE
PL
\ \ PROTECTIN➢lACE
EaE
@2%MIN
r
\
%
�\
_EMOVE`OOVERHEADIC
1
IMTBIWFPLANTER B'2F
\ /
TJiP 93 PGP IE=90
fE.00' 1
Td
IE
r7 271
g2%MIN \ \
N I I
1
i�
\.
K I \
I 1
I
g I \
\
.0�
I A A
I
1 I
1
\
2 1
\
I
W
PROTECTEX.
MONUMENTINPLACE
Il2'SQ PMI, LS B548
F
\I
S
\ \
"
SCALE: 1= 10'
1
0
10
20 30
rS' DEDICATION FOR
PUBLIC ROAD PER
PM 16711
-s'-1
LANDSCAPE
TOP OF EXISTING 6" OVERFLOW RISER
5 TG 90.5
BERM DROUGHTTOLERANT
1 PLANTS (TYP)
TOP
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOTTOSCALE
W CONCRETE HEADWALL
TOP OF BERM
kG
AL
OTHERWISE)
cW�
O
fNiT ^
w3�
y2i
KQW
m
002
Qzg
ahm
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
CONTROL POINT ENC48
ON THE NORTH SIDE OF SANTA FE
DRIVE. 175' WEST OF THE I-5 SB OFF RAMP TO
INT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE:282021
R.C.E. NO.: 71651
BRIAN M.A DOLINO EXP.: 12-31-21
REC I N APPROVED:
"�,N
ST IOWAK .. .KSTON
ACTING CITY ENGINEER
7-20-21 7/30121
DATE DATEINSPECTOR
GRADING PLAN FORLOCATION: 1739-1741 SAN ELIJO AVENUE
LAURA TAUBER, LTR VENTURES
APN: 260-275-28-00
PLANNING CASE NO: 3288-2019 CDP; MULTI-003286-2019
=DRANGJONDESCRIPTION:
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
SANTA FE DRIVE IN THE NW CORNER OF A CI.
RECORD FROM: ROB 18416
ELEVATION: 173.376' DATUM: NAV088
REVIEWER
SENIOR ENGINEER DATE
PLSA 310
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.
B. 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.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPUOWS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ABMCENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
I
1
1
W W a\ IFF154FLOGRO510'
\\ 5
ONSTRUCTION 5;
PTi7I \\ \ \\
II 11 A AV•\
R cE;=Hies'
A I FIDGE
cniknoF�ses' I ��\\ \l
1 I \
{ I II II II II X I 'U�O
\ S 9 S I S I. I I I O v@n�vn �e=+s'
V ^ l I� II vv � INLErarsdrEciiQN O�0 \\
W W \ V. 1
& 0 O
\V ever \ SILT FE v �\ \�-__� �� �� A A V
04zz'eq
�-___ ___----
LEGEND
PROPOSED SILT FENCE
PROPOSED GRAVEL BAG BERM
® PROPOSED CONSTRUCTION ENTRANCE
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (EG BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL ER09M ON
SITE SEDIMENT COMM MEASURES (EG. SILT FENCING, FIRER ROLLS, GRAVEL 64GS) NOTE:
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE M4T'ERI4LS BIORETENTION BASINS SHAL BE EXCAVATED AND USED AS DESILTING 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE TO
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WINS DURING CONSTRUCTION THE SILT SHALL BE COMPLETELY 4 BY 41N (10 BV 10 CM) THE POSTS. POSTS ARE TO BE SPACED
WIN MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEWA6910N DOWNSTREAM TRENCH UPSLOPE FROM AND CLOSER THAN STANDARD
REMOVED AND THE BIORETFNTTON BASINS COMPLETED ONCE FINAL SITE GRAVEL BAGS OVERLAP ALONG THE LINE OF POSTS. PRE -MANUFACTURED SILT FENCE
(EG. CONCRETE OR STUCCO WASHOUT AREAS, COVERED SMR40E AREAS FOR STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL ONTO CURB
HAZARDOUS MATERIALS, PIACENENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE PRODUCTS.
2. NO DIRECTLY CONNECTED IMPWV)OUS AREAS (DOA) SHALL BE ALLOWED. OOA MEANS
STORM RUNOFF GENERATED AND CONVEYED VA IMPERVIOUS ARE45, SUCH AS ROOF,
ROOF DRAMA, DRIVEWAY, AND STREET. GREATER THAN 3"0 BUT /
SMALLER THAN 6"
3. All PARCELS ARE SUBJECT TO DEVELOPMENT
T SESGUI GUIDELINES FOR ABLEFUTUREA
SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY FILTER FABRIC ' f
HALL (505 S. WLGAN AVE, ENCINTTAS CA 92024) AND ARE APPROVED AS PER PC RES. 12" MIN. GRADE RUNOFF EXISTING 61N (15 CM)
2006-Y7 WITH ENDS OVERLAPPED
LANDSCAPE EFFICIENCY BMP NOTES: SECTIONA-A 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
1 NOTE: CONSTRUCT SEDIMENT THE POSTS AND EXTEND IT EXCAVATED SOIL.
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT 20'R BARRIER AND CHANNELIZE RUNOFF INTO THE TRENCH.
TO SEDIMENT TRAPPING DEVICE
PLANT OR OF DEMON SYSTEM FAILURE IN. A TWO LAYERS OF GRAVEL BAGS
3 ERADICREPL4ATION
NI F I DEAD DYING AND DISEASED YECETA)ION ` FILTER FABRIC )
3. REPAIRING T OF INVASIVE SPECIES III
4. REPAIRING Tiff MULCH
AS SYSTEM AND R$ COMPONENTS WHEN REQUIRED WIDTH A REQUIRED
S REPLENISHING MULCH AS NEEDED TO ACCOMODATE
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MOUNTAIN HEALTHY ANTICIPATED_ -
PLANT GROOM TRAFFIC s
7. FERTILIZING, PRUNING AND WEEDING AND MANTMNING TURF AREAS
B. OWNER
WELL
E AVOID OBSTRUCTION OF MOTORISTS VIEWS A �®
CORRUGATED
9. OWNER WILL BE G DEVISE TO FOR ALL I WIDERIGUIO SEE CALIFORNIA I STEEL PANEL$ RUNOFF TWO LAYERS OF GRAVEL BAGS A'
10. USE OF A TIMING DEVISE TO RUN ALL IRRIG4IION (W/&TIERY BACKUP) STORMWATER QUALITY F-25' MIN -I WITH ENDS OVERLAPPED
11. MAINTAIN THE SYSTEM CONSISTENT WITH dNWA (MAY APPLIED WATER ASSOCIATION (CA$QA) I Ny
ALLOWANCE) STANDARD DWG. NO. TC-1 FOR GAP BETWEEN BAGS
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS NIDROZONC ADDITIONAL INFORMATION ACTS AS SPILLWAY
1J. AN EH THE IRRICAIiON $FS7EN 10 NOT EXCEED M4WA (MAX APPLIED WATERALLTYPICAL STABILIZED CONSTRUCTION ENTRANCE TYPICAL INLET PROTECTION TYPICAL SILT FENCE F
NOTTO SCALE
S
NOTE: GRADING INSPECTOR MAYALLOW CORRUGATED STEEL PANELS ONLY
WITHOUTAGGREGATE.
W
c¢
a�n
w3�
S �_cQi
'Pxx
KQW
m
002
Qzg
ahm
SCALE: 1" = 20'
0 20 40 60
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: CONTROL POINT ENC48
LOCATION: ON THE NORTH SIDE OF SANTA FE
DRIVE, ITS WEST OF THE I-5 SB OFF RAMP TO
INT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE:262021
/II
!� a�l R.C. E. N0.: 71851
BRIAN M.ARDOLINO EXP.: 12-31-21
REC I N APPROVED:
"�'N
5T IOWAK .KSTON
ACTING CITY ENGINEER
7-20-21 7130121
DATE DATE
GRADING PLAN FOR:
1739-1741 SAN ELIJO AVENUE
LAURA TAUBER, LTR VENTURES
API: 260-275-28-00
PLANNING CASE NO: 3288-2019 CLIP; MULTI-003286-2019
LDEV-013341-2020
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PUNNING
SANTA N THE CORNER OFACl.
RECORD FROM: ROS 18416
RECORD FROM' ROB
ELEVATION: 173.376' DATUM: NAV088
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 3 OF
PLSA 3106
s
DISTRO
WATER LATEF
s WASV
VV
kP $EWER
ION. L19CATION)
�ABAND,'INO
�TEILAND /
TO NERS
EXPENSE /
T01}EREY
IN FEAST `, Z
TERdi AND
I IETER
Is PROP. ygEW
E}_______ LATERAC
Y EX. 8'ACWAT
21 (APPROX. LOL
W -
DISTRK
s WATER LATEM
WAS N
ON
C
F R�LS
I
I
1
l
I
I
I
,
314"IP,LSI8548
6"FLUSH CURB
INSTALL VCOPPER
FERVID)
D DUAL ME7ER PER
PAVER
WC-1; OWNER'S
PARKING
EXPENSEW
VV
�9,
IS (E) ROCK WALL
PROP -
(TO BE REMOVED)
AL
LATERAL
2.0%
W RIGHT-OF-WAY
g(/ 5 FS) /Y 4' FL
35 CL TO PL
S
I I I I
/
)
I 1 /
/ 1
/ 111 1
I PROTECT
MONUMENT
1 PBACE
(60 1 T '949
i
I
I
I
I
/
/
/
/
/
/
4 DPA,N. IE C977 11LL IFc *7Ty)
^34'.
IPLS
8548��8W
\
86I
m/
PIP
TWryyBBB
B
�Td
BW795
2'
I
C-5 RE7 WALL
S
I
9.0%
PROPERTY LINE
PERVIOUS
4
I PAVERS
g FS
i�
A
5
�
�
T-0
EASEMENT
(E) 2-STORY RESIDENCE
'^k PROPOSED TEMPORARY—'
SHORING (SEE SHEET SH5) —
ot,
� O' IE 100R . I
UNIT#1 BASEMENT/GARAGE rt�
6 TI F,. rnu-/o u
y 4C0 '
11 SLF _L L �1
) I
/
�� \
�J
I
( I
/
-yL�lxli Tw ITPROPERTY LINE
PG \OE ROOF DRAIN
NIO
C NNE ION 1 g p _ POINT OF
/ CONNECTION
U IT T -
0'IE + ADU UNIT#1 I
l PARTIALLY
COVERED. I Pao su
Dr0111n1 IS PATIO
TEMPORARY 1-1 SLOPE \
(BY OTHERS, TYPICAL) g1} \
BASEM NTLIMIT TG I I
I
Li
Know what's below.
Call before you dig.
DIG ALERTII TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE 0 POTHOLE
1
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
\
CONSTRUCTION BEGINS.
1 A
STATE OF CALIFORNIA
POWERPOLE
DEPARTMENT OF INDUSTRIAL RELATIONS
PROTECT N,
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
euwc 70,
TRENCH/EXCAVATION PERMIT NO.
VVLHNLAU A
CTRIC
,11'CO TEN STEEL BI
_ANTER OP=94.O', FG
=907'
1
I
1
1-
I
III I I �
�.. - �=` `��
��
�2NDSTORY
`�
6
\
OVERHANG
911VG
tiv 3:1
II
UNIT 21
3,1
I
-6'T(�ENCHC-' -�_ -96_
UNIT #2BASEMENT/GARAGE
��
(`9
V
LANDSCAPE V
9 2
I1 4C0!OR AP
--
98
1E
_
TROLLY
aO'
PROPERTY LINE
GARAGEv �'
-
_..PAR,
t 7pppn\
R
B
1.TAD=78.Q' I
-
PI41TIO
1
'.
L — — — —- _
W
.0%
e
v A
LI
I
- - f PROPOSED TEMPORARY
1W
@J
o
��
90.251E \
ADU UNIT#2
1
I AL W '\ 83.0) r4 L LF SHORING (SEE SHEET SH6) JNIT2 a A'HU I /
!STALL i"COPPER OG 79.4' .0' ! 91.1'FG a FF=Bq.8
EXPENSE -- - -IJ — 92S PAD=91\i \
DUAL METER PER PERVIOUS
VC 17 AT OWNER'S PAVER 5' / L-- -to
PARKING ROOF DRAIN
- 14'AC A POINT OF \ '�
_ 9j CONNECTION \
6" FLUSH CURB _
V 79.2'FS 79.1'FL 1 80. FS 179-8.'IE 15 -- - 13 - 101 '1 / V 90.15'IE
\ 5.00'DEDICATION LB RETW L - 90.1, 94.7'FG,
^DRAIN 79.6' \ PROPERTY LINE J 1 F II t % \ 94�7 I 2 /
\ FOR PUBLIC ROAD 1 \ - - BMPARE� > - 011 TG
\ PERPM16711 4E IPOTECTEX. A V / _ ova gpp�- (E)CMUWALL 'IE m �I 1 ^U
I MIONUMENTWPLACE e'SYS� .,..nrc
4'�IP, LS 8548 A ( / �92
�LL
Nrt,PTEX 89. GN E 6439'_ 933Tvl
V 1MOfJUMENT PLACE "TVV _ !'rFX RFT9ININ(,' �� 1
3/4"IP,LS8548 6 \� .ONU ENTI
WALL PROPERTY LINE DECORATIVE CQBBLERIP / / / (3. 4' / I ryry11ONUMENTS8548E
/6 EXISTING RESIDENCE \ V _ - - PAP A \ \ \ h/2^SD PIN, L58548
L
STRUCTURAL REVIEW PERFORMED BY ESGIL, A
11 I \ I 1 AV ,SAFEBUILT COMPANY, AS PLAN CHECK I I A
1 / LDEV-013341-201.e, DATED 5/3/2021
BA' \
I
1 ri-run
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
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT O
DETAIL/SECTION CALLOUTS X
SHX
3x12 DF#2 TIMBER LAGGING
SHORING DESIGN GROUP
� ppFE55/pU-
0 4 8 16 24
C 80503%W7
GRAPHIC SCALE: 1" = 8' Ex , 3/31 /21
C �P 7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
LCMNGE DESCRIPTIONDESIGNED BY:
APPROVED GATE BENCHMARK AS -BUILT APPROVALS RPR T3R DRAWN BY: RPR CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: CONTROL POINT ENC 48 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC01 D APPROVED: SHORING PLAN FOR:
LOCATION: ON THE NORTH SIDE OF SA14TA FE DRIVE, 175' ROY P REED DATE PUBLIC WORKS DATE: -- 1739-1741 SAN ELIJO AVENUE LDEV-013341-2020
WEST OF THE I-5 SB OFF RAMP TO SANTA FE DRIVE IN THE NW PLANNING ST INAK LT.BAN KSTON LAURA TAUBER, LTR VENTURES
CCORNER OF A CI. SEE RIGHT R.C.E. NO.: 80503 INTERIM CITY ENGINEER
RECORD FROM: ROS 18M SENIOR ENGINEER DATE REVIEWER 7-20-21 713W21 APN: 260-275-28-00
ELEVATION: 173.376 DATUM: NAVD88 INSPECTOR ROY P REED EXP.: 3/31/21 DATE DATE PLANNING CASE NO: 32H 2019 CDP; MULTI-003286-2019 SHEET 4 OF 8
PLEA 310E
8 SPACES @ 8'-0" O.C. = 64•-0"
90.00' EXISTING GRADE —i 90.00•
T.O.W. = 88.09 T.O.W. = 89.00'
T.O.W. = 87.00'
T.O.W. = 86.W
T.O.W.=85.00' _ T.O.W.=85.00' —
— B.O.W. = 84.09
� I
80.00, — — 80.00•
B.O.W. = 79.0w9
3
8.00' SH7
IB.O.W.= — _ — ,T=i 6: .W.=
7700,
I
SB#9
�J
SB#1 TEMPORARY SOLDIER BEAM LEGEND:
L J (SEE SCHEDULE FOR SIZE) T.O.W. = TOP OF WALL
SB#2 L J L J SB#3 SB#4 B.O.W. = BOTTOM OF WALL
L J J L J
NOTES: SB#5 SB#6 SB#7 L J DESIGNATES 3x12 PRESSURE
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH7 FOR SHORING ATTRIBUTES. SB#8 TREATED LAGGING DF#2
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. PROFILE -LOOKING NORTH
3. LAGGING ABOUT THE LOWER 2'-0" MAY BE OMITTED FOR EXCAVATIONS MADE WITHIN
DENSE TERRACE DEPOSITS/SANDSTONE. ONSITE GEOTECHNICAL ENGINEER TO CONFIRM. SCALE: 1" = 16/3
f 1 / (E) 2-STORY RESIDENCE
OTECTEX
NUMENTt�IN
tEE�R
EX. (E) NEIGHBORING WALL %4CE
8548 RD ��'7" � '9N PRovosEERETAINING
IONUACE q , 1 wALL (SEE RETAINING
DWG)
��3 � 4" IN It C-2 RET W LL \ TW 870' g SH7 lam T
80.0' W 83. 890 TC� X� 1' CORT PROPERTY LINE COBBLE 4'� (E) NEIGHBORING WALL 2
82 d LATER T P-50. ' 2
FL R ?0 - -4:0"PVC 1.0% B r-5". nc F
1 2 3 4 5 6 _ _ 7 8 9 I X o— n 40 �-
FLUS'� 2-af BMPA 625 — IE — YSEi
TALL 1 PERVIOU y �_ z 6' - - — — - v _
"PVC Loo 9 1.FFC
FD 3/4"
JAL MIE) RocK wALL - — — -
(TO BE REMOVED) JIP LS T'"' I T ''
-17ATS DG 8r�8 PROPERTY LINE - PROPOSED TEMPORARY 93. OF
EOE PIP � ,,��aa.0 85I SHORING (TYPICAL) 1 BDFL7 OFD In EGVVW IyyPROPOSED SUMP SH7 Its INT 0
BWI(SEE CIVIL DWG) /o- :', '� C NNE ION
7 �� 55'-D =T WALL r1 naYT 1 U IT
o EASEMENTo PROPOSED SITE DRAIN
SS - .0% S 1 UNIT #1 BASEMENT/GARAGE
I 1R r� y6. � { (SEE CIVIL DRAWINGS)
- DD/1D CCln/Cp PROPOSED DRIVEWAY _ PARTIALLY
PROPOSED LATERAL FI k`_II
COVERED,
RIGHT-OF-WAY L
(SEE CIVIL DRAWINGS) PERVIOUS GARAGE/6I J / .2 TEMPORARY 1-1 SLOPE y7
nnn mu �...�,.•..>_,.... II PAVERS i- fi"T FNCH DRAT Y 1 •�:- (BY OTHERS, TYPICAL) PERVIOUS PA I FO
R M0�/E E 1 AD=�B. / III 1
SHORING DESIGN GROUP
y� ppFESS/
0 4 8 16
SCALE:1"=15/3' 7727 CAMINITO LILIANA `-
SAN DIEGO, CA 92129, (760)586-8121
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS RPR T3R RPR ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: CONTROL POINT ENC 48 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC01 D APPROVED: SHORING PLAN FOR:
LOCATION: ON THE NORTH SIDE OF SA14TA FE DRIVE. 175' PUBLIC WORKS DATE: -- 1739-1741 SAN ELIJO AVENUE
WEST OF THE-5 SB OFF RAMP TO SANTA FE DRIVE IN THE NW ROY P REED DATE LDEV-013341-2020
WESTOR HE 1-5 PLANNING R.C.E. NO.: 80503 ST I PAK LL T. BANKSTON LAURA TAUBER, LTR VENTURES
CCORNERECORD FROM: ROS 18146 SEE RIGHT INTERIM CITY ENGINEER APN: 260-275-28-00
SENIOR ENGINEER DATE REVIEWER ROY P REED 7-20-21 7130121
ELEVATION: 1]3.3]6' DATUM: NAVD88 INSPECTOR EXP.: 3/31/21 DATE DATE PLANNING CASE NO: 32882019CDP SHEET 5 OF 8
L I
PLEA 3106
a
7 SPACES @ 8'-0" O.C. = 56-0"
90.00' 90.00'
T.O.W. = 90.00' — T.O.W. = 89.00'
I T.O.W. = 87.00'
EXISTING GRADE
T.O.W. = 86.00'
B.O.W. = 85.00' _ T.O.W. = 8=.00'
T.O.W. = 84.00'
—T.O.W.=83.00'
-H- —
80.W 80.00'
3 =— --- -- — — — — — — — < r r
B.O.W. = 77.W
-TIr;l
Boo se#10 77.00
I I I I I I I I I I I I I
IN
70.00' ° 70.00'
I I I I I I I I
LEGEND:
L J L J T.O.W. = TOP OF WALL
L J J SB#15 L J SB#17 B.O.W. = BOTTOM OF WALL
NOTES: SB#13 SB#14 SB#16
L J DESIGNATES 3x12 PRESSURE
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH7 FOR SHORING ATTRIBUTES. ` J SB#12 TREATED LAGGING DF#2
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. SB#11 PROFILE -LOOKING SOUTH
3. LAGGING ABOUT THE LOWER T-0" MAY BE OMITTED FOR EXCAVATIONS MADE WITHIN
DENSE TERRACE DEPOSITS/SANDSTONE. ONSITE GEOTECHNICAL ENGINEER TO CONFIRM. SCALE: 1" = 16/3
1VLIO030 30V7d NI 77VM —
�4Q}I3i PROPERTY LINE �� 9b99 S7 'dl °blE \ \
— -- — Ml , A 3OV7d 1N3PVnNOW � v
X310111 EXISTING RESIDENCE --- \
S— — �� 3OV7d NIlN3wnNOPV
j,0 / (E)CMUWALL �� �� L X31O31o�ld I6L91WdHAC
h_41�aedwa avow onend a
,�.06 _ ,I,� 68 I PROPERTY LINE
7
\ NOI1V01030 ,O(
2 v B'-0., 7 M 13a
�e L 1 70 _ 6 l6 O l' L 3 SH7 7° V�I � �I ,8'6L Sd 9'09 7-4 V6L
' 11 12 13 — 14 6 15 — 16 — 17
94'06 \
-_2'-9.1 - - - -:Zi
2 -6^ — — ,ize /� `J ,PROPOSED LATERAL
\ 92
Oj 1L6 lINn1� PROPOSEDTEMPORARY �� 10'9 ,b'6L
z001 N 1 SHORING (TYPICAL) '. MI. /1'fA / M
,h dW� ` SH7 - �, ,ciWn PROPOSED SUMP
lWd 8(1$ — — 3l l . (SEE CIVIL DWG) I d 5 0
D < Nlb' -400 •� �� - m M9
�� ,Oi �O88M1 EASEMENT
Oils .snOinL13d TEMPORARY I-1 SLOPE L. b
(BY OTHERS, TYPICAL) ' %O'Z PROPOSED DRIVEWAY > Lu
^ J� . UNIT #2 BASEMENT/GARAGE I ! 7
7 0 7 (lO3 73Vd RIGHT-OF-WAY `
A77bI121t d PROPOSED SITE DRAIN ry , d G , 1S21I� 9AO8ddvao `ow T4PPn„96 1i� 21001� aNZ a NleaO HON3 1 yJRTY LINE lD
(SEE CIVIL DRAWINGS)�'llNn n� 9ti6� SHORING DESIGN GROUP
ppFE55/0�-
p�P
0 4 8 16 � C80503 �
BCALE:1°=16/3' 7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS RPR T3R RPR ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: CONTROL POINT ENC 48 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC01 D APPROVED: SHORING PLAN FOR:
LOCATION: ONTHENORTHSIDE OF SANTA FE DRIVE. 175' ROVPREED DATE PUBLIC WORKS DATE: 1739-1741 SAN ELIJO AVENUE LDEV-013341.2020
WEST OF THE I-5 SB OFF RAMP TO SANTA FE DRIVE INTHE NW PLANNING ST IPAK LLT. BANKSTON LAURA TAUBER, LTR VENTURES
CCORNER OF A Cl. SEE RIGHT R.C.E. NO.: 80503 INTERIM CITY ENGINEER
RECORD FROM: ROS 18M SENIOR ENGINEER DATE REVIEWER 7-20-21 7/30121 APN: 260-275-28-00
ELEVATION: 173.376 DATUM: NAVD88 INSPECTOR ROY P REED EXP.: 3/31/21 DATE DATE PLANNING CASE NO: 32H 2019 CDP SHEET 6 OF 8
a
2i
t m,
Q p w
m IS
o
PLEA 310E
SAFETY CABLE RAILING, PER
CAL-OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 4/SH7)
H„
PAD ELEVATION
42" (MIN.)
SEE ELEVATION FOR SPACING
- SOLDIER BEAM DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
TIMBER LAGGING, TYPICAL FILL VOIDS BEHIND LAGGING fff MATERIAL)
(SEE ELEVATION FOR SIZE) -, .. r: �....-i WITH LEAN CONCRETE -
5 SACK SLURRY SHAFT
1CKFILL (T.O. W. TO B.O.W)
I.
(MIN.) TIMBER LAGGING 20d COMMON NAIL FOR LAGGING
BEARING (SEE ELEVATIONS) INSTALLATION (TYP., AS REQ'D)
NOTES: 1. BOUNDARY LINES SHALL BE STAKED PRIOR TO DRILLING BY PROJECT SURVEYOR.
(SEE NOTE 3) 2. OFFSET BEAMS IN DRILL SHAFT AS REQUIRED FOR SHORING PLACEMENT.
2 SOLDIER BEAM PLAN DETAIL (TYPICAL)
2,500 PSI CONCRETE SHAFT SH7 N.T.S.
BACKFILL (B.O.W TO PILE TIP)
-� - SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
11=
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH8 FOR VARIABLES "H", "D", E "Dshaft".
3. LAGGING ABOUT THE LOWER 2'-0" MAY BE OMITTED FOR EXCAVATIONS MADE WITHIN
DENSE TERRACE DEPOSITS/SANDSTONE. ONSITE GEOTECHNICAL ENGINEER TO CONFIRM.
TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.)
NO. I DESCRIPTION
APPROVED I DATE
2"
L2x2x3/8 ANGLE IRON ATOP -
EACH SOLDIER BEAM MEMBER
3/8-inch 0 WIRE ROPE �
T
ALONG ENTIRE SHORING
21"
I
PERIMETER (TYP.)
I
44"
174" L=6" EACH BEAM
SOLDIER BEAM, TYP.
(SEE SCHEDULE)
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
CAL -OSHA GUARDRAIL DETAIL
$H] N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
///. %\\\r.
• % %1\� /I
TIMBER LAGGING
(SEE ELEVATION)
20d COMMON NAIL FOR LAGGING
INSTALLATION (4 PER BOARD)
TIMBER LAGGING DIAGONAL SUPPORT DETAIL
$H] N.T.S.
SOLDIER BEAM SCHEDULE
maximum
Ice
IDial
Ioe
From
To
Beam
Beam
Shored
Depth
Drill
Diameter
Beam
Beam
Qty
Section
Height
Depth
H
D
H+D
Dshaft
ft
ft
ft
in
1
1
1
W 14 x 30
6.0
11.0
17.0
24
2
2
1
W 14 x 30
7.0
13.0
20.0
24
3
4
2
W 16 x 36
9.0
13.0
22.0
24
5
6
2
W 16 x 40
10.0
14.0
24.0
24
7
7
1
W 18 x 50
11.0
14.0
25.0
24
8
8
1
W 18 x 60
12.0
16.0
28.0
24
9
10
2
W 14 x 30
5.0
10.0
15.0
24
11
11
1
W 18 x 60
13.0
17.0
30.0
24
12
12
1
W 18 x 60
12.0
16.0
28.0
24
13
13
1
W 16 x 40
10.0
14.0
24.0
24
14
14
1
W 16 x 36
9.0
13.0
22.0
24
15
15
1
W 14 x 30
8.0
12.0
20.0
24
16
16
1
W 14 x 30
7.0
13.0
20.0
24
17
17
1
W 14 x 30
6.0
11.0
17.0
24
SHORING DESIGN GROUP
ppFE55/ `a'
oz
u=F
C 80503 = c OP
c z_r
C �P 7727 CAMINITO LILIANA i S;
SAN DIEGO, CA 92129, (760)586-8121 i 9; d
DESIGNED BY: DRAWN BY: CHECKED BY:
BENCHMARK AS -BUILT APPROVALS KPK I TJR I KPK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING IN
�NTROL POINT Ervo4e INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC01 D APPROVED: SHORING PLAN FOR:
1E NORTH SIDE OF SANTA FE DRIVE, 175' PUBLIC WORKS DATE: 1739-1741 SAN ELIJO AVENUE
SB OFF RAMP TO SANTA RE DRIVE IN THE NW ROV P REED DATE LDEV-013341-2020
PLANNING STEWNOWAK tr. eANKsroly LAURA TAUBER, LTR VENTURES
SEE RIGHT R.C.E. NO.: 80503 INTERIM CITY ENGINEER APN: 260-275-28-00
0518146 SENIOR ENGINEER DATE REVIEWER 7-20-21 7/30121
376 DATUM: NAVD88 ROV P REED 3/31 /21
INSPECTOR Exp,; DATE DATE PUNNING CASE NO: 32H 2019 CDP SHEET 7 OF 8
PLBA 3106
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 & FURTHER RECOMMENDATIONS. NOTIFY THE SHORING E 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 OWNERS AGENT SHALL EMPLOY
ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Ft NOTIFICATIONS.
B. 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 & PROPOSED FEATURES, AS
PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CONTROL & 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 & 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 CONTRACTORS 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 & 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 & GEOTECHNICAL RECOMMENDATIONS.
SHORING INSTALLATION PROCEDURE
1. FIELD SURVEY DRILL HOLES & SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS & 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 Y' IN OR Y' OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER.
3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS It 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 V-0" OR AS OTHERWISE AUTHORIZED
BY THE GEOTECHNICAL ENGINEER.
6. BACKFILL ALL VOIDS BEHIND LAGGING 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.
NO. I DESCRIPTION I APPROVED I DATE I BENCHMARK
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 It LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,50OPSI AT 28-DAYS.
2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O19CBC Ft ACI 318 TO MEET THE FOLLOWING:
A. MAXIMUM 1 ANCH HARDROCK CONCRETE CONFORMING TO ASTM C-33.
B. TYPE II/V 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.
TIMBER
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
& 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 2/3-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).
AS -BUILT APPROVALS
ROY P REED DATE
SENIOR ENGINEER DATE
INT. PLANS PREPARED UNDER SUPERVISION OF Kt
IBLIC BLIC WORKS DATE:
PLANNING ST AK
SEE RIGHT R.C.E. NO.: 80503
REVIEWER 7-20-21
I^o
ROY P REED EXP.: 3/31/21 0A7r
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. PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED NEW TWIN CONDOMINIUM UNITS
1739-1741 SAN ELIJO AVENUE
ENCINITAS, CALIFORNIA
PREPARED BY: ENGINEERING DESIGN GROUP, DATED 11-12-20.
2. SOIL DESIGN PRESSURES
A. PASSIVE EARTH PRESSURE = 350PCF (7,000PSF MAX).
B. ACTIVE EARTH PRESSURE = 35PSF/FT (CANTILEVERED)
C. MINIMUM LIVE LOAD SURCHARGE = 72PSF UNIFORM
D. BUILDING SURCHARGE = 700PLF LATERAL LINE LOAD
SHORING DESIGN GROUP
ppFESS/O�.
C 80503 �
C �P 7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
APPROVED: SHORING PLAN FOR:
-- 1739-1741 SAN ELIJO AVENUE LDEV-013341.2020
ILL T. BANKsroN LAU RA TAU BE R, LTR VENTURES
INTERIM CITY ENGINEER 7/30121 APN: 260-275-28-00
DATE PUNNING CASE NO: 32H 2019 CDP SHEET 8 OF 8
PLEA 3106