2017-13446 G (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.
DRAIMGE 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.
GB*I:ML NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED -" GEOTECHNICAL INVESTIGATION, PROPOSED RESIDENTIAL BUILDING SITE,
367 LIVERPOOL DRIVE, ENCINITAS CALIFORNIA" PREPARED BY ALLIED EARTH TECHNOLOGY,
DATED MAY 30, 2017. 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 OFFSITE
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.
B. GRADING AND EQUIPMENT OPERATING WITHIN 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 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 46 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 NO. 13446 -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
PIS 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.
DFEAVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 2,155.5 SF
IMPERVIOUS AREA AFTER CONSTRUCTION: 2.421.7 ,SF
INCREASE IN IMPERVIOUS AREA: 266.2 SF
IMPERVIOUS AREA REPLACED: 2,155.5 SF
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA
MAXIMUM VERTICAL DEPTH OF CUT = 17'
MAXIMUM VERTICAL DEPTH OF FILL = 1'
CUT = 1000 r._Y. FILL = 50 C.Y.
EXPORT = 950 C.Y.
REMEDIAL = 125 C.Y.
(3' REMOVAL AND RECOMPACTION UNDER BUILDINGS -PER SOILS REPORT)
IANGE NO.1 DESCRIPTION APPROVED DATE
rr r c -r
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARCO LUIS AT (858) 254 -0614,
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 INCOMPLET E GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
E. 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.
B. 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.
•.. �• •r r r •r 'r r ti - r •�
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 HANDSCAPE, 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.
5. 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.
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.
B. 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.
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 6 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.
STORMWATER POLLUTION CONTROL BW 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.
CONSTR( CTTON STLE . TL A ..F.SS
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 FOP 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
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND M
PHASES TO D 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.
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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
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 OUMPSTER 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 STORMORAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. 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.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY tOCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE ORPROFESSION. THE ENGINEER
FURTHER A .REES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT 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 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 TH NEER.
SIGNATURE DATE.
BRIA ICHAEL ARDOLINO
PASCO LARET SUTTER G ASSOCIATES QPpFESSION
(858)259-B212 EA CA 92075 h�Q����CHAE( 4qo� gym
RCE EXPIRES. 12 -31 -17 hQ
No. 71651 2
Exp. 12/31/1 -r
qsr
OWNER
PROPERTY CELLARS LLC
11696 SORRENTO VALLEY RD. #203
SAN DIEGO, CA 92121
SITE ADDRESS
367 LIVERPOOL DRIVE
CARDIFF, CA 92007
APN..' 260 - 404 -26
flYrll�i �?rCi��ifr'.`l
A LOT CONSOLIDATION OF LOTS 1 AND 2 IN BLOCK 57
OF CARDIFF 'A" IN HE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STA T OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO :.'34, FILED MAY 12, 1911, IN
THE OFFICE OF THE -'INTY RECORDER OF SAID
SAN DIEGO COUNTY.
NET LOT AREA
5003.2 SF (0.11 ACRES)
VICINITY MAP
OWNERS CERTIFICATE NOT TO SCALE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
V
ISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
TO SUPERVISE
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 ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PLANS WITHIN THE PR ATS. PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE �.1� DATE 8
PR PERTY CELLARS LLC
11696 SORRENTO VALLEY RD. #203
SAN DIEGO, CA 92121
I, ROBERT CHAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON MAY 30, 2017 AND FOR AN UPDATE ON __________ - ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
THE CITY ENG FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENlBA ONS IN I THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
GRADING PLANS AND SR CIFICA IONS.
7915-79ILVERTON AVENUE, SUITE 317
SAN DIEGO, CA 92126
PROJECT NO. 17- 1167d3
PHONE' (858) 586 -1665 Y
rte.
SHEET INDEX:
1. GENERAL NOTES
2. GRADING PLAN
3. EROSION CONTROL PLAN
4. TEMPORARY SHORING PLAN PT. 1
5. TEMPORARY SHORING PLAN PT. 2
6. TEMPORARY SHORING PLAN PT. 3
p >
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259,8212 ( fz 858.259.4812 1 plsaengineering.com
BMP PROJECT STATUS
STANDARD
PUBLIC WORKS I PLANNING. I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
DATE
SIGN DATE S N DATE AMN DATE GN DATE
BENCHMARK SCALE AS -BUILT UCS1bNtU by UHAYVIV bY: L Nt:L LU UT: BMA
SCRIPTION. #1042 ENC.- 42 PLANS PREPARED UNDER SUPERVISION OF RECOM
CATION: N ELY WING WALL
HWY 101 OVER___._ - -- HORIZONTAL: NIA_ 10 DATE: l2 Z2'I�
--
SAN ELIJO LAGOON - - - --
CORD FROM ROS 18416 VERTICAL: _ N/A BRIAN MICHAEL ARDOLINO DATE - - -- EVEN I
R.C.E. NO.: 71651
EVATION. 16.938 `J Q I I b O BRIAN ICH EL AR OLINO 12 -31 -19
TUM: _NAVDBB mcvrm= Tnico=, mo ccniTmo rmr_T icco EXP.: DATE
.RING APPROVALS
APPROVED. 1,� ��
CHRIS � MAG dOU
DATE /-,
CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
PLANNING CASE N0: 1
367 LIVERPOOL DRIVE
APN: 260 - 404-26
13446 -G
SHEET 1 OF 6
PLSA 2705
so 1
N0' GRADING PLAN
1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF
THE OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION AS WELL AS ANY
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR ^ /��� LEGEND
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION r
OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL 3V_J /'��I�C S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING // LIVERPOOL 1„/ DRIVE
WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS A�A ►e I�Cn �//�ii�/'�2+ PROPERTY BOUNDARY
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, !1 N V 260 -` 04 2
AND SPILL CLEAN UP TECHNIQUES. PROPOSED CONTOURS 255
EXISTING SHAMEL ASH
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- TREE TO BE REMOVED EXISTING CONTOURS - - - -255- - - -
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN 15' SIGHT PROPOSED 25; 15 GALLON
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH DISTANCE ANGLE L O VERPOOL O00 VEMINIMUM, FIREWHEELALLON TREE U15�SF'READ)LPER ' >> CENTERLINE AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION -
OF THE STOCKPILES WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE xL •I.n� s,� TREE (15' SPREAD) PER EMRA DOC. 13446 -PE TO `' g EXISTING WATER MAIN W W
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED ACP vnr GE U EMffRA DOC. 13446 -PE TO BE PVT. MAINTAINED
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH 0 gtN1F ^,I,; '�i BE PVT. MAINTAINED EXISTING SEWER MAIN -S--- S-
THE STOCKPILED MATERIAL. - ( -
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF EXISTING EbGE
ISrIrV� 1�" c> V 1 9.`r EXISTING GAS MAIN -Gv-
DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT RAIN AND IF HATCHED AREA REPRESENTS BIORETENTION BMP AREA PAVEMENT T WA7F3 _� JUI.
THE SOIL IS SUFFICIENTLY SATURATED. NOT TO BE PAVED OR ALTERED WITHOUT A PERMIT FFt�► tii i7 RF.UATP� (t E ISTING IRE EXISTING MANHOLE 0
THE CITY OF ENCINITAS. 96.9 SF (FG= 153.7) RE VE EXISTING LIVE4000L CURB �I INSTALL 6 "'� G -2 H NT BE
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND b O
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR _- SAMCU 18 AND INSTAL 6" G -2IPCC CURB 6 GUTTED NI PGC CUE I rl PROTECTED IN PLACE% DRAINAGE DIRECTION
A
MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED AND IN THE S_t.. - W ; -- f W ---t- - -= W -- W ____ .. � W __ _n_ _� w W � � - W �
/ L 1� 55.61- GUTiTER E14 15' EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS PROPOSED AC PAVING
REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE FS /FL 149.5 F D A
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN (TIE IN TO -; " '„ 17STANCE NGL PROPOSED BUILDING FOOTPRINT
1 /
OFFLINE, IF POSSIBLE UNTIL THE PROBLEM IS CORRECTED.
EXISTING CURB) ��'� 10 RADID5 42" HIGH,. ST 0 / EXISTING SHA INSTALL 0" FLUSH /
6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF CROSS GUTTER- ` X156/ 157 ' 158/ 159 rl WOOD F / I / �' ASH TRETO 6'X�fi" PCC C(YI TNG EDGE PROPOSED STORMDRAIN PIPE PER PLAN - - - - - - - - -
TW 161.1' / D� T F 1 --- - - - - --
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO PER SDFRSCI �' /` / E TO BE I i t iEhOVED 0` /E " "t N7
N 't ,
COLLECTION AND DISCHARGE ONTO THE STREET Ate /OR INTO THE PUBLIC STORM G -12 10' RADIUS `/ C � THIN WA S 117 EX! PL TO 1 - TC 171.9 PROPOSED AREA DRAIN
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER �` 15 T TO EX +4 f i
1 1 / FL 171.4
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. n- IN TREE T DE Y BWA58.0� g6 N58• 1� B 167.2 / PROPOSED 12'x12" INLET ❑®
(FS= 17/1.2)
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ALLEY A ( TG 161. 1631 g �_ g i PROPOSED WATER SERVICE W RP
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF G -17 FS 153.0 iW 1 - g5g IE 160 EX. 1AIRS - f -
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE x, 154/ 157 RE V€D 1 I `
_L-AS V�'` `t I Tti PROPOSED SEWER LATERAL S
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW FS 154.8 < TG 163. wU
WHERE THE LOCATION OF THE PROPERTY LINE IS. x 58 .. - j i o PROPOSED C sg „ �_ AFL 171.6
IE 7�i I IE 162.5 ae S2# FE 18" SA i� BMP AREA
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. at COMMA061 TO 06-Ti41M SEI&ekS x SAFETY L y
9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY =mr OFWAN ccrosmlx *A1 pKM+27 :: j 4•q ' v LINE / PROPOSED CURB & GUTTER
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET MOR t0 WORK LAl rt /W. ' , .X x FG 5B.0 G 161.7 F 162. 6 1tt�4.0 FG 1 .5 F 7 CMU RETAINI WALL - -
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 15 .7 156 TW 161.7 PROPOSED RESIDENCE 7
TO
FL 17 D
FS 155.4 1 r 164.4 TG 1 , 163. O PROPOSED FIRE SERVICE FS RP
156.0 SECOND FLOUR? F.F. = 173.33 �,. g /•, i
10. EROSION CONTOL MEASURES (E.G. BOLD FIBER MATRIX, VEGETATIVE COVER, / IE 154 156. FIRST FLOOR F F. = 163.28' PROP0
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL FIRST " J PROPOSED WALL
FS 155 1 TW 153. € BASEMENT F.F. = 153.23' CON TE FS 2.6
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER L FLOOR
BASEMENT PAD= 152.56' STEPS
ROLLS GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM BW 155. OUTLINE GARAGE PAD= 153.83' AT GR / I PERMEABLE PAVERS = _ -
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE
1 8. 810% B. TW 155.4 FS 172 3 F'ROPO CONCRETE
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER DISTRICT TO ABADOII i' y SECOND FLUOR ' WALKWA /PATIO BASEMENT OUTLINE
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, EXISTING 314" PLASTIC FS h �c 1 __ _ OUTLINE /
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE WATER SERVICE AND Ili .' 8W 2� A" 2q' SOX€ GARAGE FS 1 .23 ,JIJ- FVr F `1 )
TOILETS OVER A PERVIOUS SURFACE.) METER AT OWNERS 1�• i °'- / FIRST FLOOR OUTLINE
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. 2 W/ SUMP & PIMP OUTLINE
EXPENSE FS 56.0 6„ W WAY- GARAGE FF =154. € 1 g i
F� 1 5.8 _
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS EXISTING EDGE E ORIi I 73 7 (/ SECOND FLOOR OUTLINE -v -- - -,r -- AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES OF PAVEMENT " i
T1 E D!1 1h �C� ti�� L 173.5 i GARAGE OUTLINE
SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE FS 15 111 F5- 1 4 ! � - ChN J WALL BASE N F.
DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM ¢'6
IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR / 1K5_ - TW 62.1 AC i ! �JTL
` j EXISTING 1 FS 1 3.6 A rn �� PROPERTY LIME
BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS 1 1 J , f 159.4 BW 45 :45 -GAS METER FG 0 I 8
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS DISTRICT TO IId$TALL/ 11 % 22: 1 0% ` 20'
WITHOUT A CITY PERMIT. COPPER
2 g - ' 2 �5r
NEW 1 -INCH C
ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF WATER LATERAL;AID : 159 161 J [� _ABOVEz _ - 166. O :rD 4 12 24' s 50- TIw
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO DUAL METER PER WA B = = b` " _ �- - - .- �� S - PROPOSED F'R8R'OSEO 6" X 18" w IS
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM W -09, WC -17 At OWNERS ` "- (FS =174. ) PCC FLUSH CURB
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER EXPENSE PERVIOUS
FS' 1572 - N58' 50' 05'E 100.05 OSED TREE 171. PAVERS
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. - f
42" HI 4" PV G E FL 174.0 ra PROPOSED 6" X 16 "
WOOD MI METER STANDARDS IE 4 FS 1711.2 I PCC FLUSH CURB
GRADING NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE FS .9 TG 158.5 kFS 174.1 4" BASE COURSE
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS SAFETY TYPE C -1 MASONRY IE 162.3 TG 165.6 TG 169.0 I LAYER 3/8" TO 1/2" FILL OPENINGS IN PAVER
EXISTING WAT R ME R IE 157.5 FENCE RETAINING WALL 4?
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF WOOD FENCE 6' MAX IE 164.6 IE 168.0 INSTALL 0' FLUSH AGGREGATE UNITS WITH 1/8" TO 3 18"
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE AVE T01BE,PRO I T (TE G 158. RYSB TG 161.2 TO BE REMOVED TO BE REMOVED 6'X16 C CURB 6" CIArISE 2 AAGGREGATC LAYER
ABOVE GRADE EXISTING CMU WALL EXISTING CMU WALL
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR IN PLACE 1 IE 160.2
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE % :57 .5 6" AfRFA DRAIN LAYER 3/4" 1/8 TO 3/8" AGCEGATE
PROPERTY THAT HAS NOT BEEN PREVIOUISLY AUTHORIZE IN WRITING A!� ` SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE FS 157.8 FS 1 7.5 Sr 5v�j NAL L ANGAL AR RW<
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. '" 4 /
MDVI43VT WM I i ROW ECTION - PER US PAVERS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR j 1 40'' pup LAUOSUF O NOT TO SCALE
BENCHMARKS WHICH WILL BE DISTLRBED OR DESTROYED BY CONSTRUCTION.
SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE / 0" HT PCC 5.5'�°{ 2.5' 12' 2q' t12' k- 0010u.5 PAUEKS v TO AC, MAD11rASWI D NOTE.'
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL FLUSH CURiB 5' 18" `� (Sy PROVER•ri ()WA/ &/L PER EA/CROA ft#j4rAA PAVER INSTALLATION SHALL BE PER MAN ACTUFER'S
ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD 2' SAWCUT LIME W1kiuT. A•NO 110KOUAL COJEA/AAyr R41NT N IMPOSED PAVER
OADS OF F NOT LESS THAN 76T000
OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE I r VARIES VARIES VARIES
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS "
REQUIRED BY THE LAND SURVEYORS ACT / -
NOTE TO CUUNIMCIOR /
l PERVIOUS PAVERS
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON PER DETAIL O" HT PCC 0" HT PCC
IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND FLUSH CLfB APPROXIMATE ARPA0XIA41TE PAVING SECTION FLUSH CURB 2.5 2'
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO EXISTING FINISHED GRADE TO FS 174.0 5'
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING GR40E BE LANDSCAPED FG 173.0 2, 18 �SAWCUT LIME
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF NEW AC FG 172.0 I HS 173.79 FS 174.5
WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN WIOENDE
LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. DROUGHT TOLERANT 2" HARDWOOD MULCH/ (V FG 171.0 21%7-t g 17375 2
W NOTE PLANTS (TYP.) GRASS COVER OR CITY TYPIC�i §ECTION - CAMBRIDGE STREET FG 170.0
2' X 2' APPROVED EQUIVALENT
FENCE REGULATIONS. THE FOLLOWING DEVELOPMENT STANDARDS SHALL APPLY TO FENCES AND WALLS. RIP-Rqp � r
FRONT YARD. IN ANY FRONT YARD WITHIN 15 FEET FROM THE PROPERTY LINE OR ROAD EASEMENT 2' X 2' RIP -RAP
, A
FENCE SHALL BE LIMITED TO FOUR FEET IN HEIGHT, BUT MAY BE CONSTRUCTED TO A MAXIMUM OF 6 FEET FG 154.2 PCC CURB (7" EXPOSED) -- - , - C __ , p Ali - - i- ; ! f�Tll"ii - APPROXIMATE PAVING SECTION
NOT TO SCALE 4 I E
PROVIDED THAT THE TOP TWO FEET OF THE FENCE IS OF MATERIAL BEING AT LEAST 50% OPEN WHICH FG 154.4 I
PROVIDES FOR VISIBILITY THROUGH THAT PORTION OF THE FENCE i 6 1537 i 3.57' I - - ( _ - j C
SE TI N A A
STREET SIDE, INTERIOR SIDE AND REAR YARD. IN ANY STREET SIDE YARD, INTERIOR SIDE YARD OR REAR` = q" PVC @ 1% MIN
YARD A FENCE SHALL BE LIMITED TO SIX FEET IN HEIGHT: i_ _ - _ ! = 15' PL RON NOT TO SCALE
STREET CORNER, SIGHT DISTANCE. WITHIN 15 FEET OF AN INTERSECTION OF TWO STREETS OR A PRIVATE vim,{ ,[ 7.5' 7.5'
24" ENGINEERED SOIL
EASEMENT PROVIDING VEHICULAR ACCESS TO TWO OR MORE PRIMARY DWELLING UNITS, A FENCE MAY NOT l -I v$ ' PROPOSED 6" PCC
EXCEED FOUR FEET. A GREATER SETBACK MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS IF THE x SEE NOTE BELOW RIGHT -OF -WAY CURB 6 GUTTER PER
PROPOSED FENCE OR WALL IS DETERMINED TO BE IN AN UNSAFE LOCATION. jv rv„ 2" 3/8" GRAVEL 3 PROPERTY LINE - SDRSD G -2 CL
� 12" OF 3/4" GRAVEL p�D� t56
FRONTAGE Np1E `� . ; ;;_ � -1; i � � j � i�- I �- tom'
AC PAVING ALONG PROPERTY FRONTAGES TO BE REPAIRED TO SATISFACTION OF CITY ENGINEER i U 1t. =1' €- v x* SEE NOTE BELOW M /ATER �2 I 15' t15,
3/8" METER VARIES
BIORETENTION ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP 3 8" r- VARIES
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX VARIES 18" t28.5
r r VARIES VARIES
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARRDWOOFRD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES STUIPS ROOTS, OR SIMILAR OBJECTS ; ( !=,I --- _ - -- _
_. % GRAPHIC SCALE 1 " =10'
APB ALSO FREE OF NOXIOUS WEEDS. °" "
�_ ! � � , � ' ! !`_ � SINE.
** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE G) 6 t3 AS$ II AB (MIN)
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE EXISTING 1:
DETAIL ACP WATER MAIN APPROXIMATE APPROXIMATE PAVING SECTION
EXISTING o QPCNAE�jONq� 0 10 20 30
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZE(] 4 PASCO LARET SUITER
PLANNING BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE �� @�� 9�p�Z�,
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALLEY TYPICAL SECTION �+ H ti� `� Z
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW NOT TO SCALE TYPICAL SECTION ®LIVERPOOL DRIVE w m No. 71651 0 rmn &ASSOCIATES
Ex p. 12/31/*r a
ADJACENT FINISHED SURFACE NOT TO SCALE �(' �•
BIORETENTION DETAIL t, CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
s'T CIVIL �P 535 North Highway 101, Ste A, Solana Beach, CA 92075
SIG A_ -- ATE NOT TO SCALE OF C �
ph 858.259.8212 I fz 858.259.4812 plsaengineering . com
CHANGE N0. DESCRIPTION APPROVED oarE BENCHMARK SCALE AS -BUILT E EERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
1- DESCRIPTION: #1042 ENC.- 42 PLANS PREP RED UNDER SUPERVISION OF RECOMM APPROVED: GRADING PLAN FOR:
LOCATION. N ELY WING WALL HORIZONTAL: 1 " =10' -�O
HWY 101 OVER - DATE: 12 2Z 1� ( 367 LIVERPOOL DRIVE 13446 -G
SAN ELIJO LAGOON VERTICAL: N/A BRIAN MICHAEL ARDOLINO DATE S EVEN NOWAK CHRIS PH R AGDU7�ICU
RECORD FROM: ROS 18416 R.C.E. NO.: 71651 APN: 260 - 404-26
ELEVATION. 16.938 �' a�� BRIA ICHA L AADOLINO 12 -31 -1'
DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER EXP.: DATE DATE Z3 �' PLANNING CASE N0: 17 -109 PMW /COP SHEET 2 OF 6
PLSA 2705
W
J
J
Q
A
COARSE
AGGREGATE
FILTER
FABRIC
A
oa
a
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
1J HAUIUS
MIN.
50' MIN.
CONSTRUCTION ENTRANCE (TC-1)
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.
ORIGINAL
GRADE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE _
GRAVEL BAGS
PER SC -4 TYP.
0
0
RI
GRAVEL BAGS OVERLAP
EROSION T PLAN NOTE:
17-109 P�f1! ICDP CONTRACTOR TO E FIELD AS NECESSARY
(� ENTRANCE IN THE FIELD AS NECESSARY
367 LIVERPOOL CONSTRUCT SEDIMENT BARRIER AND
DRIVE
nom�++ //����//
CHANNELIZE RUNOFF TO SEDIMENT
APN. 260—` ��// 04 26 TRAPPING DEVICE
LEGEND
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE
GRAVEL BAGS 0000_ = =__
SILT FENCE —X X—
GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS
ACTS AS SPILLWAY WITH ENDS OVERLAPPED
SILT FENCE (SC -1) MA` M BAGS (SC-4)
PLANNING
1 e6 l�
SIGN DAT
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
DESCRIPTION: #1042 ENC.- 42
LOCATION.' NELY WING WALL
HWY 101 OVER HORIZONTAL: 1 " =10'
-- - -
— SAN ELIJO LAGOON
RECORD FROM: ROS 18416 VERTICAL: N/A
ELEVATION.' 16.938 _
-- DATUM: NAVDBB
BRIAN MICHAEL
AS -BUILT
STABLIZIED CONSTRUCTION
ENTRANCE PER TC 1'
GRAVEL BAGS OVERLAP
.11
------------ a THREE LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
BUM PROTEMON (SCE
DATE..' y- Lz•I�_
R.C.E. NO.: 71651
BRIAN MICHAEL ARDOLINO EXP.: 12 -31 -1T
DATE
FILLED
BAGS
O
�m
wLu
GRAVEL
BAG ROW SPACING TABLE
GRADE
INTERVAL
LESS
THAN 2%
100'
2%
TO 4%
50'
4%
TO 6%
40'
6%
TO 8%
25•
DIRECTION
(TYP)
GRAVffi. BAG CHEVRONS (SCE
ENGINEERING APPROVALS
APPROVED: y�
AK CHRISTOPHER MAGDOSWU
DATE 23%�
No. 71651
Exp. 2/31/41
Iq
GRAPHIC SCALE 1 " =10'
0 10 20 30
& ASSOCIATES
CIVIL ENGINEERING +' -AND PLANNING + LAND SURVEYING
535 North Highway ''101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com
CITY OF ENCINITAS - DEVELOPMENT SERVICES
"ON CONTROL PLAN FOR:
367 LIVERPOOL DRIVE
APN: 260404 -26
PLANNING CASE N0.• 17 -109
DRAWING NO.
13446 -G
SHEET 3 OF 6
PLSA 2705
GENERAL NOTES
GENERAL
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND.
2. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK,
THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK, PROVIDED THAT
PRIOR APPROVAL 15 OBTAINED FROM THE ENGINEER.
3. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL NEW 4 EXISTING UTILITIES WITH THE
SHORING REQUIREMENTS. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING
UTILITIES. GENERAL CONTRACTOR TO IDENTIFY POTENTIAL CONFLICTS BETWEEN SHORING
COMPONENTS AND UTILITIES AND NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION.
4. THE DESIGN 15 BASED ON THE 2016 CALIFORNIA BUILDING COpE-TITLE 24 PART 2 FOR
TEMPORARY STRUCTURES AND THE CALTRANS SHORING MANUAL 15 USED AS REFERENCE.
SOILS CRITERIA
I. AN EXPLORATION OF THE SOILS UNDERLYING THIS SITE WAS MADE BY ALLIED EARTH
TECHNOLOGY AND 15 DESCRIBED IN THEIR REPORT NO. 11- 1161D3, DATED MAY 30, 2011.
THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE INFORMATION CONTAINED THIS
REPORT BEFORE COMMENCING WORK.
2. THE ACTIVE SOIL PRESSURE FOR !.UNRESTRAINED SHORING WALLS 15 35 PCF (E.F_P -)_ THE
.r �. - -€ Ar -. -...,a " 'i - t`'' E
; - - ; ,. ; 4: , PASSIVE PRESSURE ALLOWANCE FOR SHORING WALL COMPONENTS 300 PCF (E.F.P.).
z.,
. I 3 e ,..
3. BOTTOM OF ALL EXCAVATIONS SHALL BE CLEAR OF DEBRIS PRIOR TO CONCRETE
'i =e ti, .�,._.—
i — — — — �� — F__
PLACEMENT.
_. I r
F, t_ 2 t' �'':; ' S ,+ k X7 ,. u a '.', ,f 6;9
,. :.a '" Fc
i a t _ , -f j
'F
k
S
"''M k'1r s .=...4 '....) REINFORCED CONCRETE
6 r.• i
1,a. ,4 ; ;; <�r
p
V 1 i
s
S/S 3 x � � - _ t � .:.... 3.� Y r i r�,„ t h '
' `. a „�T+i.. '" $ _ € 5 r r u l• P J E E f - : €.,y '! r^ 11
r, ;, x FTC. _ ALL CRETE WORK ALL REQUIREMENTS FOR
'•. I Q
' H
EDGE OF
_ 1 5 CONFORM 3 "BUILDING _. � � GON W TO ACI 1 B Lp G CODE
P CONCRETE," LATEST APPROVED EDITION, WITH AMENDMENTS AS FOUND IN
STRUCTURAL GONG
2016 C.B.C. CHAPTER I'l
p --
r � E k=..:.1. -'USED _d.. r ..4 _..,. .. :k, ,
..z ,. _ °rC t. ,
11 f r°:.._ -, BASMEC (i -= - -' 2. ALL REINFORCING DETAILS SHALL CONFORM TO THE CONCRETE REINFORCING STEEL
u, ;,;; ;EXC4YAT10N x BASEMENT f INSTITUTE MANUAL OF STANDARD PRACTICE, LATEST EDITION.
I 3
?�'P• �'. _.'
yam_ ,
N01F3: y x.If 'i, i i i.. ,l, IJ
if
n - - - ; 1 - - -- 3. ALL CONCRETE MIX DESIGNS SHALL BE DEVELOPED BY A QUALIFIED PROFESSIONAL OR
_. ' i
+qOo
p1 fj�[{gi }��I/� E' TESTING LABORATORY AND REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER
SIT D IL5 -- _
(;_€ �, _ _ _._ .__1__._. _ _ PRIOR TO PLACEMENT. PROPORTION MIX COMPONENTS BASED ON TRIAL MIXTURE DATA
IpTEFfPORARY i TEST A CHAPTER 5 OF ACI 318.
3 OR PER
, . E i
if
(Jr) � CORD DATE ORE RE
E LIGHTWELL 6 4. CONCRETE STRENGTHS;
_. ALL E FTG _,,._, I ..I " I
- 1 `? _ _ -' I - - 2 THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM C0MPRE55IVE
x k ,-`. '. . -.....
' . -- - - F -3 STRENGTHS AT 28 DAYS. THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND
r_ J s'w„ iti
TER CONTENT SHOWN IS THE MAXIMUM RATIO. THE COMPRESSIVE STRENGTH OF
6
T WA
E � HE
{ s CONCRETE SHALL BE PROPORTIONED A5 REQUIRED ACI 318, SECTION 5.3.
- — —
II
i 3 t 1# 4 €„e. '.t'.._ �__ —. may, i i(y F" •n -x' EE .'71 -wry �:
' ,.\ fUL t <-.._. IIV i t�i� 6 i� Ai / ',., ry{F'." ,
0 _ w - O _ m I = ITEM OF CONSTRUCTION (145 PCF AVE.) STRENGTH AGGREGATE wrc
A 5 500 PSI
= i P ? t' ii' F (111" 0.6
LE CAISSON 2
if ( � i' � -:` - �` ,.
�.,;, . - t _ EMBEDDED LENGTH)
r, >. ,. .,
L � II
L3, 41
B. CAISSON SLURRY BACKFIL liz BACK
�a N/A
i
1 B Ys aAs4e ..c'= 56,_0„ ; -: h BAYS ef6'��" O:Q. = 3m' -011 s� -0" 5' -m" STRUCTURAL STEEL
id
I. ALL WORK SHALL CONFORM TO AISC 360, "SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS ", AND AISC 341, "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS ",
LATEST APPROVED EDITIONS 4 SUPPLEMENTS, WITH AMENDMENTS AS FOUND IN 2016
C.B.C. CHAPTER 22.
PARTIAL S�40RINC PL,4N 2 SPECIFI A?IONS FOR STRENGTH AND MATERIAL COMPOSITION-. TO THE FOLLOWING ASTM
� A. ROLLED w- SHAPES: A992 (Fs = 50 K51)
A B. CHANNEL, ANGLE SHAPES t MISC PLATE STEEL: A36 U.N.O. (Fy = 36 KSI)
NORTH C. ANCHOR BOLTS 4 MACHINE BOLTS: ArW OR GR 5 (HEADED), A36 (UNHEADED) U.N.O.
TIMES
NOTE: THE GENERAL CONTRACTOR 15 TO REVIEW
SHORING DRAWINGS AND LAY -OUT FOR ANY UTILITY L ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH (PRESSURE- TREATED), AND
CONFLICTS THAT MAY OCCUR THAT ARE NOT SHALL BE GRADE MARKED NO.2 OR BETTER.
PRESENTLY NOTED ON THE DRAWINGS. CONSTRUCTION PROCEDURES
ALL UTILITIES WITHIN THREE FEET OF ANY PART
OF THE SHORING SYSTEM ARE TO BE REPORTED 1. SOLDIER BEAM CONSTRUCTION:
TO THE GENERAL CONTRACTOR AND DISCUSSED 1.1 LAYOUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN PLANS.
WITH THE SHORING ENGINEER OF RECORD. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE.
1.3 PLACE CONCRETE FROM THE BOTTOM OF HOLE TO THE PROPOSED EXCAVATION.
(ELEVATION AS INDICATED IN THE PLANS)
IA PLACE CONCRETE SLURRY (11/2 SACK MIX) FROM THE BOTTOM OF PROPOSED
EXCAVATION TO EXISTING GRADE, U.N.O.
2. EXCAVATION AND LAGGING PLACEMENT:
2.1 EXCAVATE THE CUT IN 5' MAXIMUM INCREMENTS.
2.2 CHIP BACK THE CONCRETE SLURRY TO ALLOW FOR PLACEMENT OF
THE WOOD LAGGING.
PLANNING "' ^ ^' °' ° „xt€ 2.3 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT THE
°pttOF
LAGGING MUST BE COMPLETELY INSTALLED TO ENSURE
BEARING BETWEEN THE CUT SOIL AND WOOD LAGGING.
SHORING PLANS REVIEWED 4 APPROVED HAND BACKFILL WITH GRANULAR MATERIAL OR I -SACK SLURRY.
1 Ibl p sr S1ti�lURAL �;
SIG ATE TFOf c���F °��'E BY ESGIL CORP_ AS PCw 11 -1614
S H -1
CHANGE N DESCRIPTION APPROVED DATE BENCHMARK SCALE AS —BUILT
DESIGNED BY: DR BY: CHECKED BY: ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. mm I mm I
1 \ - DESCRIPTION: 111042 ENC.- 42 PLANS PREPARED UNDER SUPERVISION OF RECOM D: APPROVED: 1E PORARY SHORING PLAN FOR:
/�.
J. A2,#W LOCATION: NUY 1N V ALL HORIZONTAL- �/� a l 36 7 LIVERPOOL DRIVE
H Y 101 OVER � � 1 Z�L DATE: I I - oZ- t � � 134.6 —G
SAN ELIJO LAG00� STE NOWAK CHRIST HER MAGD <U
RECORD FROM. ROS 18416 VERTICAL !CHAFE A. CNEFF DATE S E. NO.: 4825 A P N : 260-404-26
ELEVATION: 16.938 MUCH L A. MCNEFF 12 -31 -18
DATUM: NAVD88 R VIE R INSPECTOR SENIOR ENGINEER EXP.: DATE��e DATE -Z � PLANNING CASE N0: 17 -109 PMW CDP SHEET 4 OF F�
MEC 1727
MEC 1727
MEC 1727
(E) RESIDENCE
4x LAGGING
TYP.
WHERE OCCURS
ON SOUTH SIDE
L6x6xI 14 OR I4" BENT iE
W/ 2 -5/8 "0 x 212" LAGS AT ALTERNATE
SAFETY RAILING
PER DET_
EA. LAGGING BOARD LAPS
(FULL SHORING HT.)
'
Lj
ji- -"
1.1 SLOPE WHERE
OCCURS PER PLAN
SKEWED ANGLE
WHERE OCCURS
ti< 3x WOOD LAGGING
n U.N.O. PER PLAN
tu 13
INSIDE CORNER - NO BEAM
C17
13
9
FOR INFO NOT
NOTED, SEE 3 4
-�' fl LEAN CONC. UPPER
u ` HOLE BACKFILL
SOLDIER BM
o
— PER PLAN
TOP OF EMBEDMENT
ELEV. PER SCHED,
SOLDIER BEAM
w PER SCHEDULE
.
4x LAGGING
Z
\,...... TYP.
A
!\
\
WOOD WEDGE
AS REQ'D
24"0 CAISSON
INSIDE CORNER w/ BEAM
f'c =2AOO PSI
C18
14
10
TYPICAL LAGGING CORNER DETAILS
6
TYPICAL SOLDIER BEAM SECTION
2
PROPERTY LINE SOLDIER BEAM
PER PLAN PER PLAN
LEAN CONC.
UPPER HOLE
BACKFILL
.
°' I4" MIN. TAUGHT
\ --
STEEL GABLE
3x P.T. WOOD LAGGING
;—
TYP. U.N.O. PER PLAN
cn
AP.)
C15
11
5/8 "0 ASTM A325
TYPICAL LACING
3
V.I.F. rHRU -BOLTS
z
PROPERTY LINE SOLDIER BEAM
PER PLAN
=1 I I �1 I
PER PLAN
I I
— —
} I II
LEAN
ONE
II
UPPER
ALT. I I —_
BA:CKFILL 3x P.T. WOOD
CONN. $ /16 6" MIN.
LAGGING TYP_
SOLDIER BM
. U.N.O_ PER PLAN
PER PLAN
Ail
PLANNING «,,,,,,,,,,,,,;,,;,,
/4 "Xr0 "X�° wI 5/8'40
/4
°°
_o OFESS /qf ;.
WELDED STUD
CENTER OF EACH
LAGGING BOARD
o.
2AA8
S1RlIMURAL �
SI ATE �6 °lF°
co
(161
a12
TYPICAL SAFETY RAIL DETAIL (TEMP.)
8
ALTERNATE LAGGING
4
CHANGE N
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED BY: DR BY:
CHECKED BY:
ENGIN RING APPROVALS
CITY OF ENCINffAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING
NO.
�
DESCRIPTION: 104.2 ENC.— 42
LOCATION: H'EY 101 0 LL
HORIZONTAL:
V 0Z
PLANS PREPARED UNDER SUPERVISION OF
DATE: ►t - 0� -�'�
RECOM E APPRVVED:
1� / /
TE PORARY SHORING
PLAN FOR:
367 LIVERPOOL DRIVE
13441;6
-G
•&I
SA ELIJO L G
RECORD FRO ROS 18416
ELEVAjiON: 16.938
DATUM: A 88
VERTICAL:
S.E. NO.: 4825
ICHA A. MCNEFF 12 -31 -18
EXP.:
5 OVVAK CHRISTO ER AGDO U
DATE �I ° 1•!X DATE, —L 8'
PLANNING CASE N0:
APN: 260 - 404 -26
17 -109 PMW CDP
MICH EL A. NEFF DATE
ll-
SHEET 6 OF 6
REVIEWER
INSPECTOR
SENIOR ENGINEER
MEC 1727