2013-11597 G (Plans)RIGHT OF WAY NOTE
EROSION CONTROL
STORMWATER POLLUTION CONTROL
FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
BMP NOTES RELATIVE TO CONSTRUCTION
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ERIC BLEHM AT
COPY OF L 0 COMPILED F OM THIS
THE SOILS REPORT R
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
(619) 249 -5598, 24 HOURS A DAY.
ACTIVITIES
RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP
FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
CONCRETE WASHOUT:
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
-{
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
DRAINAGE NOTE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVAL OF THE ENGINEERING INSPECTOR.
CONSTRUCTION SITE ACCESS:
APPROVED DRAINAGE FACILITY.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
EGRESS AND TO PREVENT SHALL
(CORRUGATED
UTILITY NOTE
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
RUN PRODUCING RAINFALL.
INCLUDE USING MATERIAL RIALL SUCH AS 3 "ACRU HEDRROCK AND /OR
-OFF
STEEL PANELS /PLATES.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
CONSTRUCTION VEHICLES:
AS MAY BE GRADING
(UNIFORESEEN
AWAY STORM DRAIN
GRADING NOTES
OPERATION OR CIRCUMSTANCES WHICH MAY ARISE.
FORPCONSTRUCTION VEHICLES PARKING, NG,SANDLROUTINEIGNATED
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
OR ARE POTENTIALLY UNSAFE.
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
PRIOR TO ANY REQUEST FOR INSPECTION.
PLAN SHALL BE INCORPORATED HEREON.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM T
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
INVESTIGATION, BLEHM RESIDENTIAL PROJECT, 2335 OXFORD AVENUE,
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
CARDIFF, CALIFORNIA" PREPARED BY GE EXPLORATION, INC.,
DATED FEBRUARY 21, 2013, SHALL BE CONSIDERED AS A PART OF THIS
CONSIDERED
9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
AFTER EACH RAINFALL.
UNNECESSARILY; THEY HELP DECREASE EROSION.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
WITH SHALL BE REQUIRED IN CONJUNCTION
IMPROVEMENT PLANS.
STORMWATER POLLUTION CONTROL POST
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
CONSTRUCTION BMP /IMP NOTES
BE ENT BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES
SHIELD
TO SHIELD ANN D BIND THE SOIL.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
GRADING ACTIVITIES ARE COMPLETE.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS
EXISTING PRIOR TO GRADING.
AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
ON -SITE CONSTRUCTION MATERIAL STORAGE
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
R
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
DEVICES, INCLUDING SHORING, AND SHALL RESPONSIBLE FOR
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOER
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
STANDARDS, LAWS AND REGULATIONS.
THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CON DDUCTTED BETWEEN
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
CITY RECOGNIZED HOLIDAYS.
IMP /BMP.
BARRIER AROUND THE PERIMETER AT ALL TIMES.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA
TRAINING:
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
ALTERED WITHOUT A PERMIT FROM THE CITY.
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
7• THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT
WASTE MANAGEMENT:
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
BE OBTAINED.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
HAULING OPERATION.
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT
WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY,
ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT
AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING
ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
UNDER PERMIT 11597 -0 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND
OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
ANY TRASH MATERIAL.
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO
UPON t;OMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
SAN DIEGUITO WATER DISTRICT NOTES
HAZARDOUS
LANDFILLS
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
WASTE HOTLINENTOLLFFREE AT (00)))14 195• FORLI FORMATION ON
ACCEPTABLE FOR THEIR INTENDED USE.
760 AND TO ORDER DUMPSTERS CALL EDCO AT
( ) 436 -4151.
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
COMMITTEE (WASC).
RECYCLING RECEPTACLES AROUND THE SITE.
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL LL TAKE REMEDIAL
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
BEEN INSTALLED.
LIMITS OF THIS PROJECT.
INLETS ON PERVIOUS SURFACES.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION.
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO
OF ENCINITAS AT (760) 633 -2770.
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
NOTIFICATIONS
WITH SPECIFICATIONS.
MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE WASC STANDARDS. IF
(
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
STANDARDS AT THE OWNER'S EXPENSE.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
SERVICES.
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
AND SAN DIEGO GAS AND ELECTRIC VAULTS.
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
GRADING ORDINANCE.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
COMMENCEMENT OF WORK:
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
A. SEWERS - CSD - (760)- 633 -2770
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 '
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
C. WATER - SAN DIEGUITO WATER DISTRICT- 1 -800- 227- 2600
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
D. TELEPHONE - SBC BELL - (760) -489 -3411
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
MATERIALS TO BE NO -LEAD BRASS PARTS.
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
MATERIAL.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
17, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED
PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
0 WNER/PERMITTEE
ERIC M. BLEHM AND
LORIEN F. WARNER
2335 OXFORD AVENUE
CARDIFF BY THE SEA, CA 92007
SITE ADDRESS
2335 OXFORD AVENUE
CARDIFF BY THE SEA, CA 92007
APN: 261 - 093 -07
LEGAL DESCRIPTION
PARCEL 1 OF CERTIFICATE OF COMPLIANCE RECORDED ON
AS FILED N0. 2013 _ ®429? ___ PER DEED RECOpRDED
ON Ju�13�2�1AS FILE N0._'� ®13_Og2 `C1�3 __, BOTH OF OFFICIAL RECORDS.
0 WNERS CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
SIGNATURE:
- -- - - -- --- - - - - -- - 1LAL
3
ERIC M. BLEHM DATE L RIO ENN F. - WARNER
SOILS ENGINEER'S CERTIFICATE
I, JAIME A CERROS, 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 FEBRUARY 6, 2013. ONE COMPLETE
--S S---
COPY OF L 0 COMPILED F OM THIS
THE SOILS REPORT R
STUDY WITH Y
M
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY
ENGINEER, ALONG WITH UPDATE LETTER DATED ________
FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPOR TED IN THE GRADING PLANS AND
SPECIFICATIONS.
SIGNED: - - -
SERVICE
-{
EXISTING
RCE NO.: _- R.C_E_ 344221 G.E. 2007
A
0 3�
EXP. DATE: __ O � ?� l -- - - - - --
k
r� a
E� 9/3
we
STATEMENT OF ENGINEER Off' WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
BY: / , " 7 - /// /3
STEVEN R. JONES DATE
RCE 65124
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H : 1V
MAXIMUM VERTICAL DEPTH OF CUT = 10' (UNDER PROPOSED LOWER FF)
MAXIMUM VERTICAL DEPTH OF FILL = 2'
CUT 750 C.Y. FILL = 30 C.Y.
EXPORT = 720 C.Y.
REMEDIAL = 460 C.Y.
(5' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS)
SHEET INDEX
SHEET NO. 1 TITLE SHEET
SHEET NO. 2 GRADING AND DRAINAGE PLAN
SHEET N0. 3 EROSION CONTROL PLAN 11 �As - BUILT U
WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY IMPERVIO US AREA WILL BE SUBJECT TO REJECTION AND REMOVAL. 5TEVL N JONES
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,129 SQFT PUBLIC WORKS PLANNING AND BUILDING
OTHERWISE NO GRADING EXCAVATION OR DISTURBANCE OF CITY TREE I U
MPERVIO S AREA AFTER CONSTRUCTION. 2,357 SQFT
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA DECREASE IN IMPERVIOUS AREA: 772 SQFT COASTAL LAND SOLUTIONS, INC.
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE
WATER
MAIN
w__w_
EXISTING
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT
MAIN -
--S S---
CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. LAS 573 SECOND STREET
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE L� ENCINITAS, CA 92024
SEWER
,
��^^��
IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS PH (760) 230 -6025
Z q 3
FN
' °`^ 7' Xy' ( 7
DATE
SIGN DATE
THE TREE REMOVAL.
FAX (760) 230 -6026
Y 1CRq l 1 lYlA
NOT TO SCALE
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT --- - - - - --
PROPOSED CONTOURS 255
EXISTING CONTOURS
EXISTING EDGE OF PAVEMENT -
CENTERLINE
EXISTING
WATER
MAIN
w__w_
EXISTING
WATER
MAIN -
--S S---
EXISTING
SEWER
LATERAL (APPROXIMATE
-
LOCATION
SHOWN, CONTRACTOR TO VERIFY
EXACT LOCATION
PRIOR TO CONSTRUCTION)
EXISTING
WATER
SERVICE
-{
EXISTING
FENCE
- X- - - -X --
PROPOSED SCREEN WALL
PROPOSED RET. WALL PER SDRSD C -4,
EQUIVALENT, UNLESS NOTED OTHERWISE
LIMITS OF GRADING
BUILDING FOOTPRINT
DRAINAGE DIRECTION
FLOWLINE SWALE --
PROPOSED PCC RIBBON GUTTER PER G -17
PROPOSED PERMEABLE PAVERS
HOT MIX ASPHALT PAVING
EXISTING RETAINING WALL
6" PVC PIPE /12" BROOKS AREA DRAIN -�
4'X4' NO.2 BACKING ROCK DISSIPATOR
HATCHED AREA REPRESENTS LANDSCAPED
TREATEMENT AREA FOR BEST MANAGEMENT
PRACTICE TO BE CONSTRUCTED TO F7
SPECIFICATIONS OF BIORETENTION DETAIL ON
PAGE 7, APPENDIX C -3 OF THE ENCINITAS
STORMWATER MANUAL. PROPOSED AREA
IS GREATER THAN OR EQUAL TO 4% OF PROP.
IMPERVIOUS SURFACE AREA. AREA NOT TO BE
MODIFIED WITHOUT PERMIT FROM THE CITY.
TOPOGRAPHY: TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC
FIELD DATA DATED 12/6/12 BY COASTAL LAND
SOLUTIONS, INC.
BMP PROJECT STATUS
w No. 65124 m
Exp. 09/30/13 z STANDARD
DATE
Kzz No. 661111 T4 CIVIC- �P
.a 15 OF CA�ZFOe
PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEP.
9-
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
sgi
REAM YARD A►� tJo TH SIDE YA N1N6 5 j• 4 COUNTY OF SAN DIEGO ENGINEER'S DISC STAMPED PLANS PREP RED DER THE SUPERVISION OF RECOMMENDE RzA - APP 0 GRADING PLAN FOR:
D AREA D IN to "OC -136 1968" LOCATED IN EAST WING WALL OF 2335 OXFORD AVENUE n ry
THE NORTH END OF THE NORTHBOUND HIGHWAY HORIZONTAL: 1' = 10' DATE: 7 - /y /3 /1/� ' 7/2s/3 ERIC BLEHM 1159 / - G
$' VIL.T 10':' 1�'ti 101 BRIDGE OVER THE SAN ELIJO LAGOON AS
DEPICTED ON CITY OF ENCINITAS SURVEY VERTICAL: 1" = 10' MASIH MAHER C42519 GLENN PRUIM C51274
CONTROL RECORD OF SURVEY NO. 18416. R.C.E. N0. 65124 APN. 261- 093 -07
STEVEN R. NES ENGINEERING AND
ELEVATION = 16.938' DATUM = NAVD88 EXP. 9 -30 -13 EZ(o 3 PUBLIC WORKS DIRECTOR PLANNING CASE NO: 13 -039 PMW / CDP SHEET 1 OF 5
\ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1107 BLEHM(OXFORD) \CLSil07 BLEHM GP 7 -2 -13 vl3.oro
F�
w
z
0
O
U
GRAPHIC SCALE 1 " =10'
0 10 20 30
P
CMU MASONRY RETAINTIN WALL PER SDRSD C -4 EQUIVALENT
REMOVE EXISTING
EXISTING GRADE
FINISH GRADE
SECTION B
SCALE: 1"=5'
IL
5' SETBACK
TWOEX= 1711.30 BUILDING WALL
BWOFS= 171.90
EXISTING GRADE
Woob (4 - - WA.LG M9A j#v&- NAN p REMAIN
=1111 6" PVC STORM DRAIN
BUILDING RETAINING WALL
FF GARAGE = 165.00
SECTION C
SCALE: 1"=5'
OXFORD
PA AVENUE
40'
EP
I_ 21.5'
CROWN
12'
2" AC GRIND AND OVERLAY
6 "06" PCC FLUSH CURB
BELGARD PERMEABLE PAVING STONE
OVER 2" THICK NO.8 AGGREGATE
OVER 6" THICK NO.57 AGGREGATE
OVER 6" THICK CLASS 2 AGGREGATE
COASTAL LAND SOLUTIONS, INC.
573 SECOND STREET
L�NJ ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
GRADING
N °'/1,
7fo=
10a
AND DRAINAGE PLAN
EXISTING 8"
I
ACP WATER
EXISNG 12
1WOFS =17.%3f PROVIDE SMOOTH HORIZONTAL
SWOFS= 172.110 AND VERTICAL TRANSITION
`"
12 x12 BETWEEN PROPOSED PAVEMENT
AREA DRAIN AND EXISTING GRAD
ACPnWATER"
12 x12
TRASH CAN
AREA
AREA ?FAIN
N MLoN
I
16' x 7A 6" DEEP
I TWOEX= 170.60
FLT-- 180.20
�RD PERMEABLE
(IN=J70. 11
ONE
/
BIORE NTION
I
5_SETBACK
BWOFS= 167.[0
- 17131
t $5
�i
FS- 180.87
AREA SEE DETAIL
AGGREGATE
- -- -- -
/
THIS HEET
L0 PLANTER
TWOFS= 165.00
6" THICK NO.57
I
TWOEX= 167$'
EXISTING 8"
EN WALL
ACP WATER
1WOFS =17.%3f PROVIDE SMOOTH HORIZONTAL
SWOFS= 172.110 AND VERTICAL TRANSITION
`"
12 x12 BETWEEN PROPOSED PAVEMENT
AREA DRAIN AND EXISTING GRAD
TG =1771T FS= 180.(05
IE =17 .�b1• ;
I BWOE = 164.50 I BwOFS= 164.50 .�® TWOEX= 17y.50 ... --"� TWOFS= 175.17 TW0FS= 171:I�q
- 1ao.34
BWOF= 164.25 COBBLE STONES BWOFS= 171:0 •A BWOEX =173.1 BWOEX= 173.10 EX= 180.96
TING SEWER`1 LATERAL j EK =1 54.10 I ET 64.70T IC -147. �,• (�.4 i
ATION SHOyyN IS / I 59'20'59 "E 99 �:i5' 17> 5`S ACK
ROXIMATE ONLY) / u. _.., _ _.___ _ ._ 3% 8'+%
_ J
/ ! 6" PVC, S =2%, L =1
e
P r.yi. 3,�UlaX,►fE1G8TGAau
III / FS= 163.80 1 1 _ - = Tj IE,(�N.s �1�, ACT901l✓6 WALL PER
" o@ I 12 "x12 (150 cl Z o
PVC - 50
I / 6 S 2% t. - '� • N AREA DRAIN
GRIND LIMIT :.n FS= 164.30 j 20, j I L =�' 0Fire 5 =�'io L'31 0 eNs, = i I
! a
/ �� 9% TG -17 6
CA CROWN, FL =164.2 f SE ACJt / TWOE 16770' �1�Sf J� 0 r tff
I IE =17 13Y
I 1 BWOFS =16 50
GRADING uJ i / / I I FS= 164.80 AkFA Q, A 1 �- FS= 180.80
FS= 16.40 I /XERDSP I f I AIN °., I_I 1993( `1 A0 I FL=180.53
.Z I I PROPOSED RESIDENCE ° 0 •11T 0
I F = 164.20 PAD= 164.25 Zoe I1SIy0 a FL= 180.47
FL- 1$4.30 1 1 I I I FIRST FF= 165.00 +�: a E° r-- ( N
.30 3.$% `- - SECOND FF= 174.20 IJ►a� LAWN MIS W 1 EXISTING WATER METER TO BE
m THIRD FF= 183.40 _ ® f4 c C,y UPGRADED BY DISTRICT TO A
=' =y It " I DOMESTIC USE METER METER
�. �Iq m 54% 0 FIRE AT OWNERS EXPENSE.
IQ d t E i -i - --- - - - - -- - -- -- --
FS= 164.35 ; �,SRL =164.3 �i 1 / - - - `I +� FS= 180.90
O �<! I I I - TW S1 16 O zo/ s � I �I FL= 180:70
" y _ - 4 aD FS= ,80.60
1L Fs= t64.so � �D � 00 � I 6 1.
X (6 BWOFS .h� .30 i o l-�. 0,
O FS= 164.60 �, F� 16'T48G i1 j .. ._ TWOFS�170.1i T6 =171 s y I SETBACK i " o
Qpa X69 °
- _
2" AC GRIN F4 =164.45 BW 165. ie 1010 a\ A IN 8)
AND OVERLY \ 2 DE -PL 4v tv flO
4' HIGH SCR
EN WALL
`"
I "
I
TRASH CAN
AREA
----- _G�
�5 =174.00
N MLoN
FLT-- 180.20
�RD PERMEABLE
PAVING
ONE
i ?4• 5.50
! 168.5 DI 171,/♦0
I
5_SETBACK
- 17131
FS- 180.87
2" THICK NO.8
AGGREGATE
_
6" THICK NO.57
AGGREG
TE
I
6" THICK CLASS
2 AGG
ATE
r
- - �-
PRIVATELYjMAINTAINED
--
.____
.__ ___.._ -- =,_
5
7.1%'
- - --
VA N59'20'56 99.'
FS' 164.50
i✓$ 181:51
FS= 164.$5 c r
r 'Y(IS'(bT.09 CMU h2ET. WALL *A 1p�22 "x12
C -4 �X
g
F� =18 .02
I We 10.111 ORREQURV.D T0179-11 fGE173 i
FS= 18;1;"
X- °0 11; 172.10 IE =172.
f-X c`3
TWOFS= 174.00 TW =17� 7§'
}� TW�X= 177,$6 "
!
2D'
OFS= 170.6.0 TWOFS= 173.20 BWOEX= 173,19 BWOEX= 173.' 5 TW0EX= 17j9�1/
WOF9 S= 168.$5 BWOEX= 171.50 _ ° °G!] ��0� °0 ° e BWOF` '0
I
20'
PROVIDE SMOOTH HORIZONTAL
TWOEX= 169•Z.5 �- AND VERTICAL TRANSITION
BETWEEN PROPOSED PAVEMENT
pJ
J
40'
BWOFS= 165.50 AND EXISTING GRADE
^17.5'
15`
SITE PLAN
SCALE: 1"=10'
FIRE NO TES:
1. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED
AND MAINTAINED TO SUPPORT IMPOSED LOADS OF NOT
LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED
WITH AN APPROVED PAVED SURFACE TO PROVIDE
ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3
2. THE GRADIENT OF A FIRE ACCESS ROADWAY SHALL
NOT EXCEED 20X GRADES EXCEEDING 15% INCLINE OR
DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT
BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION
SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE
(PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO
E ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO
ENHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE.
ANGLE OF DEPARTURE SHALL NOT EXCEED 12 %.
3. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN
UNOBSTRUCTED VERTICAL CLEARANCE OF NO LESS THAN
13 FEET 6 INCHES.
4. A MINIMUM 1 INCH DEDICATED WATER METER IS REQUIRED
FOR THE FIRE SPINKLER SYSTEM
5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION
MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING
CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE
FIRE DEPARTMENT
1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND
APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR
AGENCY:
2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE
IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR
NOTES:
1. AN ENCROACHMENT AND REMOVAL COVENANT (11597 -PE) AGAINST THE
PROPERTY TO ENSURE THE PERPETUAL MAINTENANCE OF THE PER�QO
RECORDED PARKING E�Fj�S BEEF RECORDED 013 OF OFFICIAL RECORDS. 1 `�
2. ALL OVERHEAD UTILITY SERVICE LINES INCLUDING CABLE, TELEPHONE,
AND ELECTRIC SHALL BE INSTALLED UNDERGROUND.
3. PERMEABLE PAVERS WITHIN THE R -O -W AND BIORETENTION PLANTER
TO BE PRIVATELY MAINTAINED.
4. TEMPORARY SHORI{11 pLAN DESIGN APPROVAL PER BUILDING PLAN
CHECK NO. 13- f0 - - -.
P/L
RETENTION BASIN SHALL BE
I LEVEL AND DEPRESSED A
MINIMUM OF 4" FROM THE
16' LONG x 7' WID x 4" DEEP SURROUNDING GRADE
2 " -3" HARDWOOD MULCH
24" MIN. ENGINEERED SOIL*
�•" . 2 "- 3/8" GRAVEL
12" - 3/4" CRUSHED ROCK **
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
* *3 /4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO
IN EASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON
ENCINITIAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
PROPOSED IMPERVIOUS SURFACE= 2357 sf
REQUIRED BIORETENTION AREA = 2357 x 4% = 95 sf
PROPOSED AREA = 16' long x 7 ' wide = 112 sf
BIORETENTION PLANTER ;DETAIL
SCALE: 1"=5'
P/L PA
15'
ALLEY
,--,,,,3 1 PCC RIBBON GUTTER
PER SDRSD G -17
4" FULL WIDTH HMA PAVING
OVER 6" CLASS II AGGREGATE��i 2% VARIES
15[ 000 - - - - --
3 'p6169T M kIAUM
CMS �AIN1N6 WALL x �
PEA 5DA5D C-Z OA
173.4 FO r �1
P/L EXISTING GRADE _ _ 2X__.
- - - --- - 1
0
�•" '1�1 iQ .E 1 �'
5' BUILDING WALL t - 1 it {A
FA .� BUILDING ►��y(�( t�_
WALL
RETAINING e` 4 REBA T= _
FA -
o
2' 3' i i J 8" THK. CMU (SOLID GROUT) W/ f GRADE PER PLAN
#4 VERT. REBAR @ 16" O.C. &
2.2X 3.8X GARAGE FF= 165.00 #4 HORIZ. REBAR @ 24" 0. C.
)% _5% _ 24" MIN. LAP W/ BARS BELOW.
` CENTER IN WALL.
v
6 z LD
z
12" THICK CMU (SOLID GROUT) ° Z
6" PCC DRIVEWAY OVER #4 HORIZ. REBAR @ 24"' O.C. J ra
6" CLASS 2 AGGREGATE 24" MIN. LAP, CENTER IN WALL W
e
Cc
a
#6 VERT. REBAR @ 16" O.C. x � -
EXTEND 36" INTO STEM & HOOK E
ACROSS BTM OF FOOTING m
! GRADE PER PLAN m
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL
WA OQT 5106 MINI wAu AA-A^ 4130114 CITY OF ENCINITAS BENCHMARK NO. 1033 2-1/2"
Ammo A N GkTtQ BRASS DISC MARKED "ENC -33 L.S. 7322" LOCATED
IN THE TOP OF THE CURB AT THE SOUTH SIDE HORIZONTAL: 1" = 10'
1n�23 I OF THE PARKING LOT FOR THE CITY OF ENCINITAS
SWAMI'S PARK IN THE RED CURB NORTHEAST OF VERTICAL: 1" = 10'
THE RESTROOMS.
-ELEVATION = 82.081
a m PERFORATED DRAIN Q
mH 3' • & BACKFILL PER SOILS
SECTION A oa REPORT RECOMMEN.
SCALE: 1 =5 � - p �N FRSS�
N 0.5'
o #6 VERT. REBAR @ 16" D.C. V No. 65124 r"
EXTEND TO BOTTOM OF KEY w m
AND HOOK 12" ACROSS TOP m Exp. 09/30/13
OF FOOTING (CENTER IN KEY)
SECTION D STq crVZ� �P
NO SCALE OF CALIFOQ
DISTRICT APPROVAL SHLJ I SHJ I Qrp
ENGINEERING DEPAR MENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APD GRADING PLAN FOR: 2335 OXFORD AVENUE
DATE: 7-iy /3 7 Z / ERIC BLEHM 11597-G
MASIH MAHER, C42519 GLENIN PRUIM, C51274 DATE O
R.C.E. N0. 65124 APN: 261- 093 -07
TEVEN R. ES3 PUB INEERING
WORKS DIRECTOR
N
EXP. 9 -30 -13 DA E PLANNING CASE NO: 13 -039 PMW / CDP SHEET 2 OF 5 O
GRAPHIC SCALE 1" =10'
0 10 20 30
COASTAL LAND SOLUTIONS, INC.
�\� 573 SECOND STREET
L� ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
CHANGE N0. 1 DESCRIPTION APPROVED DATE
EROSION CONTROL PLAN
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
-�� 77 Roo
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC v%'
WIRE _
DETAIL SILT FENCE
NTS
BENCHMARK SCALE
CITY OF ENCINITAS BENCHMARK NO. 1033 2 -1/2"
BRASS DISC MARKED "ENC -33 L.S. 7322" LOCATED
IN THE TOP OF THE CURB AT THE SOUTH SIDE HORIZONTAL: 1" = 10'
OF THE PARKING LOT FOR THE CITY OF ENCINITAS
SWAMI'S PARK IN THE RED CURB NORTHEAST OF VERTICAL: 1" = 10'
THE RESTROOMS.
ELEVATION = 82.081
v a a a.r a a.aa as
SCALE: 1"=10'
RUNG/ FF _
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL GRAVEL BAGS
NTS
INLET
(TYPICAL)
NOTE.
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A
j° ° _ _ p° ° °j °
W ° a ° ° ° °
° 4 ° WIDTH AS REQUIRED
° °
o e ° ° ° ° d ° TO ACCOMODATE
¢o ° ° 4 A ° ° ANTICIPATED TRAFFIC
LL-
° 44 °
o s °d °
° °
I- A
10' RADIUS
20' MINIMUM
SPECIFIED BY CITY ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE
NTS
SPECIAL DISTRICT APPROVAL "t'1SAJ MY: DRAWN 87: CRECKED Br: ENGINEERING
SCO
PLANS PR AIRED UNDER THE SUPERVISION OF RECOMMENDED
.RATE: 7 /�/-/3 /1/(• A_� -
R.C.E. NO. 65124 MASIH MAHER, C42519
STEVEN R. ES
EXP. 9 -30 -13 „°��
..
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS
SLOPE IS NOT SUBJECT TO EROSION DUE TO THE
EROSION RESISTANT CHARACTER OF THE MATERIAL AS
APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF
THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF
THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY
BE OMITTED ON LOCATIONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A
PUBLIC STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING
BEFORE DYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO
THE JOBSITE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND
AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
TO THE HYDROSEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO
LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN
STRAW IS USED IT MUST BE ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM
PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR
APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR
A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING
ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR
PLANTING BY:
1. ADJUSTING THE SURFACE SOIL MOISTURE TO
PROVIDE A DAMP BUT NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH
ADJUSTMENT, LEACHING OR COVERING SALINE
SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
CONSTRUCTION ENTRANCE 0 0 0 0 0 0 0
SAND /GRAVEL BAGS (2 HIGH) oo000000
SILT FENCE (IF NECESSARY) X
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
EROSION CONTROL PLAN FOR: 2335 OXFORD AVENUE Gn
ERIC BLEHM 11597-G 0
GLENN PRUIM, C51274 DATE APN.' 261- 093 -07
ENGINEERING AND
PUBLIC WORKS DIRECTOR PLANNING CASE NO: 13 -039 PMW / CDP SHEET 3 OF 5 V
EROSION CONTROL
1
p CONTACT
IERCABLEHMRA
-( (&1j) 24q- 5511),
2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN OFF PRODUCING RAINFALL.
5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
r 1
6.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
1�
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
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
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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
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AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
EROSION CONTROL PLAN FOR: 2335 OXFORD AVENUE Gn
ERIC BLEHM 11597-G 0
GLENN PRUIM, C51274 DATE APN.' 261- 093 -07
ENGINEERING AND
PUBLIC WORKS DIRECTOR PLANNING CASE NO: 13 -039 PMW / CDP SHEET 3 OF 5 V
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TEMPORARY SHORING GENERAL NOTES
BLEHM RESIDENCE TEMPORARY SHORING
GENERAL
1. 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
EXISTING
GRADE
THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER.
2. THE DESIGN IS BASED ON THE 2010 CALIFORNIA BUILDING CODE AND THE STATE OF
CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 2011, PAGES 10 -1 TO 10 -42
I
CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. MINIMUM
S H E ET I N D EX
SURCHARGE OF 215 PSF HAS BEEN USED IN THIS DESIGN TO ACCOUNT FOR NORMAL
(
LAGGING
TRAFFIC LOADING. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK
PER PLAN &
MINIMUM OF TEN FEET FROM THE BACK OF LAGGING.
SH -1 GENERAL NOTES AND DETAILS
I
ELEVATION
SH -2 TEMPORARY SHORING PLAN AND ELEVATIONS
2
3. TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF
CONSTRUCTION FOR THE PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL
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ELEMENT OF THE BUILDING. IT IS GENERALLY UNDERSTOOD THAT THE BUILDING
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FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO SUPPORT
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RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE
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BUILDING LOADS PRESCRIBED BY THE BUILDING CODE.
EMBEDMENT
SOILS CRITERIA
UNDERGROUND SERVICE ALERT
LEAN \
ELEVATION
REPORT BY: GEOTECHNICAL EXPLORATION, INC
CONCRETE I
PER SCHEDULE
7420 TRADE STREET
CALL: TOLL FREE
PER NOTES
SAN DIEGO, CA 92121
-
1 800
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REPORT NUMBER: 13 -10264
REPORT DATE: FEBRUARY, 2013
422 -4133
EQUIVALENT FLUID PRESSURES:
TWO WORKING DAYS BEFORE YOU DIG
STRUCTURAL
ACTIVE PRESSURE: 38H PSF FOR LEVEL BACKFILL
CONCRETE
BOTTOM OF
PASSIVE PRESSURE: 750 PCF
PER NOTES
FOOTING
STRUCTURALSTEEL
I=-
1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A572 (FY =50) NOTED AS "H.S."
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SOLDIER BEAM
2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE
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PER SCHEDULE
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
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CONCRETE
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1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED
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CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
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BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN
THESE DRAWINGS AND SPECIFICATIONS.
2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL
CONCRETE WORK OF fc 3000 PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE).
3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE
CAISSON PER SCHEDULE
ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE
(fc = PER NOTES)
MAXIMUM SIZE (INCHES) AND THE SLUMP SHOWN IS THE MAXIMUM (INCHES).
ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP
A. CAISSON 2,500 PSI 3/8" 6"
TIMBER
1. ALL LUMBER SHALL BE DOUGLAS FIR /LARCH (NORTH) OR HEM -FIR PRESSURE TREATED,
AND SHALL BE GRADE MARKED #2 OR BETTER.
TYPICAL CANTILEVER
SECTION
CONSTRUCTION PROCEDURES
1
1. SOLDIER BEAM CONSTRUCTION:
SH-1
SCALE: 1/2 " =1' -0"
1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE
DRAWINGS.
1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE.
1.3 PLACE A MINIMUM OF 2,500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE
BOTTOM OF THE PROPOSED EXCAVATION.
1.3a "STIR N STUFF" METHODS MAY BE USED IN PLACE OF THE 2500 PSI CONCRETE TOE.
RAW SACKS OF CEMENT (MIN. 3 SACK MIX) SHALL BE BLENDED WITH SOIL AND WATER
3x LAGGING
WITHIN THE HOLE TO CREATE A CONCRETE SLURRY IN THE TOE SECTION.
SOIL
...
PER ELEVATION
1.4 PLACE LEAN CONCRETE 1 SACK MIX FROM THE BOTTOM OF THE PROPOSED
( )
RETAINED
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EXCAVATION TO EXISTING GRADE.
2. LAGGING PLACEMENT:
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2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS.
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2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE
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COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & WOOD
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LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED SOIL, SLURRY OR GROUT
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BEHIND THE LAGGING AS PER INDUSTRY STANDARDS.
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2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1"
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MAXIMUM, PACK GAPS WITH NON - SHRINK GROUT.
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SOLDIER BEAM
3. EXCAVATION MONITORING
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PER SCHEDULE
3.1 THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION
LEAN CONCRETE
AND THAT THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED ON A WEEKLY
BASIS UNTIL THE FOUNDATION IS COMPLETE. THE SURVEYED SOLDIER BEAM DATA
POINTS SHOULD BE LOCATED AT APPROXIMATELY 50 FEET ON- CENTER. INFORM
SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS 1/2 ".
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SPECIAL INSPECTIONS:
1. CAISSONS
?� No.s3'__
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2
TYPICAL LAGGING DETAIL
1.1. SPECIAL INSPECTIONS AS NOTED IN THE 2010 CBC FOR DEEP FOUNDATIONS SHALL
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air EXP.6 /30/i
SH 1
SCALE: V =1' -0"
BE REQUIRED FOR ALL CAISSONS ON THIS PROJECT
`�gTTRUCTU��
�t"cALII0
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
AJ
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1 HL
CITY OF ENCINITAS BENCHMARK NO. 1033 2-1/2" BRASS
DISC MARKED "ENC -33 L.S. 7322" LOCATED IN THE TOP OF
THE CURB AT THE SOUTH SIDE OF THE PARKING LOT FOR
HORIZONTAL: NOTED
PLANS PREPARED UNDER SUPERVISION OF
DATE:
RECOMMENDF� AP E
GRADING PLAN FOR:
2335
OXFORD AVE
ERIC BLEHM
11597 -G
THE CITY OF ENCINITAS SWAMI'S PARK IN THE RED CURB
NORTHEAST OF THE RESTROOMS.
VERTICAL: NOTED
I LL R.C.E. NO.: 4363
F
MASIH MAHER, C42519 GLENN PRUIM, C51274 DATE
7r'Z �/I3 ENGINEERING AND PUBLIC
APN: 261 - 093 -07
SHEET 4 OF 5
ELEVATION = 82.081
DATUM = N=82.0
HAMID LIAGHAT EXP.: 6 -30 -14
DATE WORKS DIRECTOR
PLANNING CASE NO: 13 -039 PMW / CDP
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180.0—
175.0
.............
170.0 —
.............
165.0 —
155.0 —
150.0 —
.............
145.0—
SL(
GR
0
CC
A QPArp-C n R'—r)" (1 r _ 77' —(1"
SLOPING AND
GRADING PER
OWNER AND
CONTRACTOR
4X12
LAGGING
BLEHM RESIDENCE - TEMP. SHORIN
8 0 8 16
scale feet
O O O
EMBEDMENT
ELEVATION
PER SCHEDULE
TEMP. SHORING ELEVATION
8 0 8 16
—0"
scale feet
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SLOPE
PER PLAN
SOLDIER BEAM
PER SCHEDULE
`-CONCRETE
CAISSON
PER SCHEDULE
TEMPORARY SHORING SOLDIER BEAM SCHEDULE - ELEVATION W
BEAM MARK
SOLDIER BEAM
SIZE
CUT LENGTH
( FT. )
EMBED. LENGTH
( FT. )
TOTAL LENGTH
( FT. )
CAISSON 0
( IN. )
EMBEDMENT
ELEVATION
O1
W16x26
11.5'
9.0'
20' -6"
24"
163.0'
2OTHRU 5O
W18x40
11.5'
11.5'
23' -0"
24"
163.0'
—175.0
170.0
—165.0
—160.0
—155.0
—150.0
145.0
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
°tslA� ° 8Y:
uKAAJ BY:
SHE ° BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
HL
CITY OF ENCINITAS BENCHMARK NO. 10332 -1/2 °BRASS
DISC MARKED "ENC -33 L.S. 7322" LOCATED IN THE TOP OF
THE CURB AT THE SOUTH SIDE OF THE PARKING LOT FOR
THE CITY OF ENCINITAS SWAMI'S PARK IN THE RED CURB
NORTHEAST OF THE RESTROOMS.'(jry�,ttJ�
ELEVATION = 82.081
DATUM= NAVDae
HORIZONTAL: NOTED
VERTICAL: NOTED
PLANS PREPARED UNDER SUPERVISION OF
DATE:
R.C.E. NO.: 4363
HAMID LIAGHAT EXP.: 6 -30 -14
RECOMMENDE APPR E
,,
Av ` 7i56
MASIH MAHER, C42519 GLENN PRUIM, C51274 ATE
ENGINEERING AND PUBLIC
DA E WORKS DIRECTOR
GRADING PLAN FOR:
2335 OXFORD AVE
ERIC BLEHM
APN: 261 - 093 -07
PLANNING CASE NO: 13 -039 PMW /CDP
11597 -G
SHEET 5 OF 5
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