2014-12195 G (Plans)RIGHT OF WAY NOTE
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S
EARTHWORK:
CUT = 425 C.Y. FILL = 25 C.Y.
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET
EXPORT = 400 C.Y.
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS
REMEDIAL = 135 C.Y. ( AFTER EXCAVATION AND EXPORT, +/- T REMOVAL AND
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS
RECOMPACTION UNDER AND 10' OUTSIDE OF BUILDING AREAS)
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF
SHIELD AND BIND THE SOIL.
MATERIALS TO BE NO -LEAD BRASS PARTS.
CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
DRAINAGE NOTE
FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION
OVEREXCAVATIONS, IF REQUIRED BY SITE CONDITIONS.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE
8. ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE
COMMENCEMENT OF WORK.
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
REMOVAL.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
UTILITY NOTE
NOTIFICATIONS
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
SHRINKAGE AND SWELL FACTORS).
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY
GENERAL NOTES
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
SOILS ENGINEER IN FIELD DURRING EXCAVATION.
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION S
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF
ACTIVITIES
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
SAID UTILITIES STRUCTURES PRIOR ANY EXCAVATION, FOR VERIFICATION AND
1
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD
LOCATION OF UTILITIES
LITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
CONCRETE WASHOUT R
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY
A. SEWERS - CSD - (760)- 633 -2770
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE N
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH T
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
C. WATER - SAN DIEGUITO WATER DISTRICT - 633 -2770
CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE
E
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION NEW CASTLE
INVESTIGATION
D. TELEPHONE - SBC BELL - (760)- 489 -3411
STORMWATER CONVEYANCE 2
E SYSTEM OR ANY RECEIVING WATER. CONTRACTOR
TWIN HOMES" PREPARED CHRISTIAN WHEELER DATED MARCH
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. P
PROJECT #CWE - 2140078.01 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
P
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
CONSTRUCTION SITE ACCESS S
SPECIFICATIONS CONTAINED IN SAID REPORT.
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL 3
RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT
(760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
PANEL /PLATES.
PLANS.
TO REJECTION AND REMOVAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
CONSTRUCTION VEHICLES
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
EROSION CONTROL
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED S
GRADING.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE Pg1tSLQy !F15,- tr44 -11i }G
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE E
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
24 HOURS A DAY.
4
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
EROSION CONTROL
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
EXISTING PRIOR TO GRADING.
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 5
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH
RAPID OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
IMMINENT.
6
CIVIL ENGINEER OR A LICENSED LAND
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
SURVEYOR.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
OF THE ENGINEERING INSPECTOR
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
LEAKS, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770.
AN DIEGUITO WATER DISTRICT NOTES
REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
EPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR
ON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF
HIS PROJECT.
. ALL EXISTING FACILITIES WHICH MAYAFFECT THE FINAL DESIGN J.E. LINE CROSSINGS, LINE
ARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
ROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
HOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT.
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 SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET
TANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
XPENSE.
. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER
SERVICES.
. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGUITO GAS AND ELECTRIC VAULTS.
. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
7. CALIFORNIA STATE LAW ASSEBBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
SHIELD AND BIND THE SOIL.
MATERIALS TO BE NO -LEAD BRASS PARTS.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
BE INCORPORATED HEREON.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF
8. ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
PROVIDED WITH CATODE PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
UNNECESSARILY; THEY HELP DECREASE EROSION.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL
TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE
UNSAFE.
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
SHIELD AND BIND THE SOIL.
ADVANCE BY CALLING (760) 633 -2770.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
GRADING ACTIVITIES ARE COMPLETE.
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER
MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
ON -SITE CONSTRUCTION MATERIAL STORAGE
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.12195 -G
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AN" LANDSCAPE
SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER
GRADING OPERATION.
AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
STORM DRAIN SYSTEM.
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
BARRIER AROUND THE PERIMETER AT ALL TIMES.
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
TRAIWII`gG
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
t,�ATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE'i OWARD THE APPROVED
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE
USE.
BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
WASTE MANAGEMENT
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF
GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
INSTALLED.
AND DISCHARGE IT TO AN ADEQUATE IMP/BMP.
PROHIBITED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
ALTERED WITHOUT A PERMIT FROM THE CITY.
BERMS /DIKES SHALL BE PL ACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STOFLI
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
OBTAINED.
RAIN CONTACT WITH ANY TRASH MATERIAL.
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS.
g ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER
RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED
RECYCLING RECEPTACLES AROUND THE SITE.
OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE
REQUIRED FOR THIS STRUCTURE.
LANDSCAPING
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN
OCTOBER 1 AND APRIL 15.
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OWNER - 1:
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Sin 011111!4o ca 92109
OWNER'S CERTIFICATE
SITE ADDRESS
2450 NEWCASTLE AVE
CARDIFF, CA 92007
APN: 261 - 102- -35 -00
LEGAL DESCRIPTION
LOTS 13 & 14 IN BLOCK 7
MAP N(1 19QR
IT IS AGREEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE (OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER
DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER
COMPLETION OF THE IMPROVEMENTS.
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. /�
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SIGNATURE: .
ROPERT Ll
Foie 664614
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEER'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, 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 THE ENGINEER.
SIGNATURE: DATE: 3 - /4-{i
'GREGORY A. CAUDILL
GAC ENGINEERING AND LAND SURVEYING
41993 VIA RENATE
TEMECULA, CA 92591
760 - 594 -4889
CWE PROJECT NO. 2140078.01 THE RECOMMENDATIONS IN THIS
REFERENCED REPORT 19TLED
CHRISTIAN WHEELER ENGINEERING PRELIMINARYGEOTECHN.ICALL
3980 HOME AVE. INVESTIGATION NEW CASTLE TWIN HOMES"
SAN DIEGO, CA 92105 DATED MARCH 19, 2014 ARE TO BE
619 - 550 -1700 INCORPOATED INTO THIS PLAN FOR THE
GRADING AND IMPROVEMENT THE SIZE
,,4r, 6 - -...". ke,v l -Z (.-19
AS- 1i{blll.-�- t•26 -19� C?.Ac DArE
TE
STLE AVE.
VICINITY MAP
NTS
BMP PROJECT STATUS
a►PTTIC91
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE ENVIRONMENTAL DATA IMPERVIOUS AREA FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 : 0.2 OR 17% IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1500 SQFT
SUCH MATERIAL. 2) MAXIMUM VERTICAL DEPTH OF CUT = 7' IMPERVIOUS AREA AFTER CONSTRUCTION: 4755 SQFT
3) MAXIMUM VERTICAL DEPTH OF FILL = 2' INCREASE IN IMPERVIOUS AREA: 3255 SQFT
4) AVERAGE DEPTH OF CUT = 425 C.Y.14000 S.F. x 27 = 2.86 FT IMPERVIOUS AREA REPLACED: 1500 SQFT
5) AVERAGE DEPTH OF FILL = 25 C.Y.l1600 S.F. x 27 = 0.42 FT 3 .1 (� k�s �,�y ' •�7 �'S l�l�� 3 1 �p
1376 SF OF DRIVEWAY AREA (IS INCLUDED IN THE 4755 SOFT) SIGN DATE SIGN DATE SIGN D E SIGN DATE SIGN DATE
4 _ SIGNATURE EXPIRES 2 YEARS AFTER DAIS
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL GAC A ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
APP Ito 11J LaN < 12 I G PLANS PREPARED UNDER SUPERVISION OF RECOMMFN D: QO APP GRADING PLAN FOR:
PP C N 7-2 -i DESCRIPTION: ENC. OC -136, POINT 1042 .
LOCATION: HWY 101 BRIDGE S/0 SAN ELIJO HORIZONTAL: 1 " =10' DATE: 11 -07 -14
/4S - 13G11Li MASIH MAHER GLENN PRUIM, 651274 245 D NE W CASTLE A VE. 12195 -G
RECORD FROM: LAGOON, DN WING WALL. GREGORY A. CAUDILL R.C.E. NO.: C -60957 PUBLIC WORKS DIRECTOR
ELEVATION: 16.938 VERTICAL: N.A. ENGINEER'S NAME 41,611s
DATUM: NAVD88 ENC. CONTROL SURVEY EXP.: i2 -31 -15 DATE DATE Y�ts�s Jos N0. 14 -021 DATE 3 -15 -15 APN: 261 - 102- -35 -00 CDp/DR 14 -101 SHEET 1 OF
14 -021 1 -7 -15
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SPECIAL NOTES:
1. 1 EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4- CLEAN LEGEND:
SAND. REINFORCE WITH NO. 3 BARS O 18" 0/C BOTH WAYS 0 MID -POINT OF
SLAB. USE 520 -C -2500 CONC. BOUNDARY. - - - -
2 ` CONSTRUCT PCC DRIVEWAY MIN. 5 -112" THICK ON 3" CLASS 2 A.B. COMPACTED a= SEE ENCROACHMENT REMOVAL
ORIGINAL LOT LINE LOT 10: -'"
TO 90 %MAX DRY DENSITY, UNLESS OTHERNISf SPECIFIED BY SOILS AGREEMENT FOR PAVERS AND
FOR NEW STREET TREE IN R.O.W.
ENGINEER BASED ON OBSERVATIONS IN THE FIELD. EXISTING CONTOUR: ......� ��� PER DOC.2olREET T 1 DATED: 1 /S
J. REMOVE AND REPLACE EX /STING A. C. PA WING. PROPOSED CONTOUR:
- ADJUST SECTION PER SPECIAL NOTE ,{ 4.
v A/ u
STORMDRAIN: 61N PVC rB
INLET. ATRIUM GRATE STREETLIGHT AND PROTECT EXISTING P_ .P. � � i d
q A. C. PA WTUENT SECTION - 41N A. C. ON 6 /N. CL2 A.B. 3 WIDE VEGETATED SWALE
WIRE
SAW CUT AND PA V£ TO MATCH EXIS77NG PUBLIC COORDINATE WORK WITH SDGE l E
IMPROVEMENTS IN PUBLIC R/W AND EXIS77NG ON WATER QUALITY TREATMENT AREA: SEE SDG &E LETTER DATED:
57 r PA DEMENT TO REMA /N, BUILDING RETAINING WALLS: PER BUILDING PERMIT?
kA
-7��
EXISTING TREE TO BE REMOVED
MASONRY SITE WALL: REPLACEMENT TREE TO BE LOCATED ONSITE. '•, ,
MIN. 1 15 GAL STREET TREE REQUIRED PER \ \\ by
F,
,:• ENHANCED CONCRETE Ap ° PER APPROVED TREE LIST. LOCATED IN THE R.O.W.
5 AREA OF PROPOSED PARKWAY PAWERS (SEE STREET TREE REMOVAL APPLICATION) CZJy4� �''tl-RE C1Ci
PER DETAIL SHEET J. COBBLESTONE DISIPATER PER PLAN: ® u 4 5 �
: Z �r
6.
BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING � � •4 2. T EE 9t. •��� ��- �4,
CONSIRUC71ON DUE TO SOIL ENGINEERS FIELD TESTS AND y 3 FLvS0 w 1'H p��e S�
RECOMMENDADONS. 2' HIGH GARDEN WALL FL 76 gs .._.._M sy ( Ct�IWQE
WITH 4' FENCE Af,. TOP WALL S �i �
"` PROPOSED 6° WIDE FL SH CURB
NONE STRUCTURAL SITE WALLS NOT REQUIRED TO BE PERMIIED. p L• PER LANDSCAPE `{\RCH PLAN 0 - � �G PER RAVER AND SWAL DETAIL SHEET 3
CONSTRUCT PER LANDSCAPE ACHIIECT PLAN. ®�
STRUCTURAL RETAINING WALLS REQUIRED TO BE PERMITED WIN THIS PLAN. 5 00„ EXISTING RESIDENCE ACCESSORY
CONSTRUCT EXTERIOR FINISH TO FACE OF WALL PER LANDSCAPE 1.62' INSTALL 5' HIGH FENCE ®GRD FC �! g xj` \ F y PROPOSED 6' WIDE P ER AND
CONSTRUCT MASONRY RETAINING WALLS PER SDRSD C -5. m TO BE REMOVED Q-
ARCHITECT PLAN NEW WOOD FNC A.C. PAVII' � PER DETAIL S \ET3
PER LANDSCAPE ARCH PLAN FG 7g �6 Ct
FIRST FLOOR 77.5 i -EX. MASONRY WALL 74,g<
7 WALL DRAINS SHALL BE OUTLET TO ONS17E OPEN AREAS OR INRURAIE ONSITE PROTECT SEE PROFILE SHEET 3 b FG - 3
TEMPORARY F.G. E.G. Adjacent Residence °p
o
8 THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR ALL 1:1 CUT SLOPE - " 3 VEGETATED TREATMENT SWALE 261-102-22
w T �� • 6
STRUCTURES SHOWN HEREON TO BE DEMOLISHED. °D
PER DETAIL SHEET 3
9• PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EXISTING, CONCRETE BASEMENT 68.5o VERT. CUT �- '1. °F O V J'
- o SUMP S.W. STORAGE BOX W A V • y` o
PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL DINER 17EMS LOCATED PAD 67.8 AND STORM WATER PUMP SYSTEM j ox 4 p / FS 77.40' 00 ot�`� �+' 12
WITHIN THE LIMITS OF NEW DEVELOPMENT AS SHOWN HEREON. SEE SUMP /PUMP DETAIL SHEET 5 o Co �• t t �ti / FS 77•
1Q, CONTRACTOR TO VERIFY SPECIFIC REMOVALS WITH OWNER PRIOR TO RETAINING WALL PER SDRSD C -5 n .Z w ti21 �•a �7 s
PROCEEDING WITH DEMOLITION. SECTION /q —A
ti i • .i 3
SCALE: 1 " =10' H &V ti a j 1459 \ 68SS�p j 1� p0
41N. HIGH CONC. CURB �, o a o NEW RESIDENCE \6 9 p0 ! ��y , �c
11. PERMENANT BMP, EROSION CONTROL. 4" TO 6 /N. WITH 4 FENCE AT TOP CUR J c� �3 BASEMENT F.F.,.S$.50° _i '�! ^'/ 1
COBLE DRAINAGE D /S /PA TOR MIN 1.0' DEEP, PER LANDSCAPE ARCH PLAN 3:4 FIRST FLOOR fF 77.50' p o �' "� • "` t
n , G
12, UNLESS NOTED 01HERNISE, PRIVATE CATCH BASINS TO BE EITHER 6" DIA. P.L. �� �._ o o � PAD;�67.8' �� O V Q• '�
ATRIUM GRATES BY 'NOS' LOCATED IN PLANTER AREAS OR 12" X 12" SO. INLET BOX, `� 1 /� 6g• 5`�a
to
GRATE STYLE AND COLOR TO OWNERS/ LANDSCAPE ARCHITECT SPEGFICARONS 0, N °D t �� b • . k' �
REFER TO LEGEND ON SHEET 1. 5 00 0 3
REMOVE ry 1 O O 2
1
EX. WOOD FNC - 1 02' O 81 O a
13. STORMDRA/N PIPE TO BE PV'C SOR 35 MIN. ® 1.0%
t' � NEW WOOD FNC � i
MIN SLOPE. m
NEW RESIDENCE
FIRST FLOOR 77.5
14 NEW 1" WATER SERVICE OR UPRADE WAIERSEVTCE TO 1 "REQUIRED FOR EACH LOT °o ° ,STEP J. 97 S'' D J w :.. FC p 17p `� BASEMENT F.F. 68.50'
p v �,� °!• r , ` FIRST FLOORQ ,F 77.50'
PER SAN DIEGUITO WATER DISTRICT STANDARDS € GW TEMPORARY s ; m Q p �' F\ • '110
NEW MASONRY WALL vQ1 1• .( a ,. m c- ,
WATER SERVICE TO BE EXTENDED FROM EXIS17NG METER TO NEW 1:1 CUT SLOPE � t� p O ',; A, "67 0° o
°°� '�< V � ip • Q : -, �y ® • �k G,�' `.\ � r t ., � V \ , 2' HIGH GARDEN WALL , , , r
RESIDENCE WITH SCHEDULE 40 PVC HAWNG 24" COVER (MIN.) & AS _........- , 56620% PFF\ \p1 �G V) ~ j OD - ;�
BASEMENT 68.5 8 np.... - E \� / ARP , Ln o WITH 4 FENCE AT TOP WALL
REQUIRED BY THE CITY OF ENCINITAS VERT. CUT oo S -d % t t LI! o N
PA6 s7.a..... '�` \ rl t PER LANDSCAPE ARCH PLAN
15 CONSTRUCT NEW SEWER LATERAL PER SDRSD SS -01 6811,
1- 10x_.. 67 : '''
��' �' i 2 = �� � �., 1S'T %4 ��° �� � ` i � � INSTALL 5 HIGH FENCE
� .h , ,- a r FL
1¢ PRIOR TO CONSTRUCTON THE CONTRACTOR SHALL OBTAIN AN SECTION B —B f .�� �a \� Y2q�0." , •!m „ ''_ �' J +i� 1 PER LANDSCAPE ARCH PLAN
ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE ENCINITAS t•-
CITY RIGHT -OF -WAY. SCALE: 1 " =10' H & V
k �
iJ SAN DIEGUITO WATER DISTRICT TO INSTALL 1" WATER METER SERVICE AND DUAL METER PER WAS WS -09 7 $�� 61 " GP or�� p1 KOrf: ALL 0ToPv4 WA?Q¢ Lo"rS 0001Tr GN*1 aT Tb STb R W^TdsiL
WC -17, AT OWNERS EXPENSE gyp\ 6 x lie^ \ 1` ° S7° 9ti� 1j suMpfur4P sv #Tof4 LoL�i1 Q 1 pt Or-1VAf w Ay.
:.,.."...: ° �y. �y h N� dux e<<t slc,er, r $YoRst wAl4"R 4�MP O*t>rtr ♦ Gs+j✓eyFO ►b GRIit' @A dyTb
18 SAN DIEGUITO WATER DISTRICT TO UPGRADE TO i" WATER SERVICE AND INSTALL DUAL METER PER WAS WS -09, \� �s 9 N 3 9 �o'� )1•�0 PS GoNV ®YepTMR1( OWilt� ✓e:GETIk'itiD TRIES►- iML'vT wA�,L. ptitp
WC -17AT OWNERS EXPENCE. EXISTING 3/4" WATER SERVICE AND 5/8" WATER METER. >� a £a" '3'% 5 TG QU `� To 6 dlT4t�1► Ti psNlFLV►t1E�l`6 what 90$L1G w/�TVIL 10 Rw �y FLeW Lt E.
;;; fl 1 Q 6�'UMp T 723g• INSTALL 5' HIGH FENCE 0 GIRD.
-WILE Mp PER LANDSCAPE ARCH PLAN EX. MASONRY WALL
T BOUTCET SEE PROFILE SHEET 3 PROTECT IN PLACE
�GQ \�QRO,�EL �GrO P �E a \ a s s 0. S0,
G
15' \\ pNG Pg \�0�����5 261 -101' � o$:��P 3- VEGETATED TREATMENT SWALE
OUT 1005 PER DETAIL SHEET 3
\�`' G \� 1 �'� ? C088EE lip 2'X5' SUMP S.W. STORAGE BOX
7.5' 7.5' �� n P c�\ ^r ' Pf D1 ST p
&�ETATL TER AND STORM WATER PUMP SYSTEM
SEE SUMP /PUMP DETAIL SHEET 5
VARIES 3318" VARIES rr\G R �0° j c?69j RETAINING WALL PER SDRSD C -5
2 %MIN 3/8 2% MIN R �J\C' EP 3
0 E� >i s 41N. HIGH CONC. CURB
0' 10' 20' 30'
WITH 4' FENCE AT TOP CURB
PER LANDSCAPE ARCH PLAN
SCALE: 1" = 10' Z
4" A.0 OVER 6" CLASS II A.B. JQG QER F� APPROX. LOC. OF EX. 6" ACP
8" THICK P.C.C. RIBBON GUTTER (O R c�E• g, K 2 o
OVER 6" CLASS II A.B. \G( �� Qt:N �P R �O 261- t,1 WATER MAIN PER WO -64 -19
NOTE: \`� vP�S \ 1 S
U�
CONSTRUCTION MATERIALS SHALL CONFORM R, �OFR S�P� FR �P c� \Q �. 'G* Z g
TO THE STANDARD SPECIFICATIONS FOR PUBLIC 1 P\ O -\O \� �Q Q� LPG
WORKS CONSTRUCTION, CURRENT EDITION 0 Lu
TYPICAL SECTION ALLEY ° \�o o °P �\o�� �-�' Q6� 6� W
NOT TO SCALE �4 P `T QRO \� W o
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DESIGNED BY: DRAWN BY: CHECKED BY: W v >
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL GAC GA c ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ci
A5- ILT I PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED: JGto APP GRADING PLAN FOR:
DESCRIPTION: ENC. OC -136, POINT 1042
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LOCATION: HWY 101 BRIDGE S/0 SAN ELIJO HORIZONTAL "z' DATE: 11-07-14 MASIH MARE GLENN PRUIM, C51274 / /�/ ]�% 12195—G G
RECORD FROM: LAGOON, ON WING WALL. GREGORY A. CAUDILL R.C.E. NO.: C -60957 PUBLIC WORKS DIRECTOR L/ 4S 0 1 V E W CASTLE A VE
ELEVATION: 16.938 VERTICAL � �, _
DATUM: NAVD88 ENC. CONTROL SURVEY ENGINEER'S NAME 12 -31 -15 , S 1L�s 6
EXP.: DATE DATE JOB NO. 14 -021 DATE 3 -15 -15 APN: 261- 102- -35 -00 CDP/DR 14 -101 rSHEET 2 OF
14-021 1-7-15 REW
t�l
Drain away
........ .'.'.'.'.'.'.'.'.'.'.'.'.'.'. .
G'ranular*-,'.' on= ezpahsive ':
li .. ll,:: opat:: :
Water profing
.... ...i.....:
...I .
Filter Material. Crushed rock (rapped in
Perforated drain pipe filter fabric such as Miradrain 6000) of
w/ 0.5% min. slope Class 2 Permeable Material.
(see specifications above.)
Footing
J '-- Competent approved soils or bedrock
RET. WALL DRAINAGE DETAIL
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EXISTING PAVING
1.5" COLD PLANE
25' OF TOTAL PAVED WIDTH
12' 1 6'
F.L.
18" +/- 1' VARIES 2' 4' 5,
FILL OPENING IN PAVER
3 UNITS PER MANUFACTU ER'
z RECOMMENDATIONS.
3' WIDE
SWALE SHALL BE PLANTED WITH DEPTH
P.L. ADEQUATE GROUNDCOVER OR TURF, 33 FEET
PLANTS THAT ARE NOT PRONE TO-
!n
ES AL30 BE G PLANTED ANA SID EL3L❑PES-
y J LANDSCAPE /GROUND COVER
4" A.C. PAVING
VARIES VARIES 0 / SVOQE
2% MIN 6M I
. -i 6„
..... .. ...
PCC FLUSH CURB
6" CLASS II BASE a : 2" BEDDING COURSE LAYER
16" 1/4" TO 3/8" AGGREGATE
4" BASE COURSE LAYER
1/2" TO 1 " AGGREGATE
PERMEABLE PAVERS ORCO 4 12" SUB BASE COURSE LAYER
AQUA -BRICK OR EQUAL. 2 -1/2" TO 3" ANGULAR ROCK
' 6" WIDE BY 16" DEEP PCC
FLUSH CURB
SECTION C -C PAVER AND SWALE DETAIL
NOT TO SCALE
TOY LBO (EACH SUMP)
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
AS - EVICT - 1
two
DESCRIPTION: ENC. OC -136, POINT 1042
LOCATION: HWY 101 BRIDGE S/0 SAN EL
RECORD FROM: LAGOON, ON WING WALL.
ELEVATION: 16.938
DATUM: NAVD88 ENC. CONTROL SURVEY
14 -021 10 -30 -14 1eErrwn-
SCALE
HORIZONTAL: 1"=10'
VERTICAL: N.A.
SPECIAL DISTRICT APPROVAL
" GRAVEL
TURF REINFORCEMENT MAT
IF APPLICABLE
\_6' MIN, ENGINEERED SOIL
12" *SEE NOTE BELOW
12"
)K' ENGINEERED S ❑IL' LAYER SHALL BE MINIMUM 6' DEEP 'SANDY LOAM' SOIL
MIX WITH NO MORE THAN 57 CLAY CONTENT, THE MIX SHALL CONTAIN 50 -60%
SAND, 20 -307 COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL,
NOTE, VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL
CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 25% UNLESS OTHERWISE
APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES,
NOTEt NO FILTER FABRIC IS TO BE USED IN THIS SECTION,
VEGETATED TREATMENT SWALE
NTS
TRAFFIC RATED STEEL GRATE
SET AT GRADE 68.0'
Q100 = 72 GPM/ FOR EACH LOT
2'
PUMP OUTLET /
STORM WATER SUMP PUMP BOX
RATED FOR 100 YR S.W.CAPACITY
DRAIN SUMP DETAIL
NTS
TRIBUTARY AREAS TO SUMP:
A = 820 SQ. FT. TO SUMP
PER LOT
A = .0188 AC. TO SUMP
PER LOT OUTLET 73.0'
BOT. 64.00'
LOT 2
760.0 SQ. FT,
0.0 ACRES
LOT 2 0100 = 7�$ GPM/ FOR EACH LOT
LOT 1 Q100 = 72 GPM/ FOR )�ACH LOT
DESIGNED BY: DRAWN QV I CHECKED BY'
I
4" GRAVEL
Q
q0 j
.5'
1.5'
2'X2' COBBLE DISIPATOR
NDS j BEND SEWER DRAIN
ELBOW. �
OUTLET 73.0'
PUMP OUTLET TO
SW OUTLET BOX
LOT 1
730.9 SQ. FT.
0.0 ACRES
NTS
4" DIA PVC
4" DIA COBLESTONE
3/4" GRAVEL
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
1
5,
PERF. PVC
PER PLAN 12 "02" COBLE STONE DISIPATOR
COBBLE DRAINAGE DISIPATOR
p��ee n s
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
/ COMPACTED TOP SOIL
PVC SIZE PER INPLAN PERFORATED DRAIN PIPE.
ON A 4" DEEP BED OF CRUSHED ROCK
1/4" LEACH HOLE.
CRUSHED STONE DRY WELL
TYPICAL POP UP DRAIN EMMITER DETAIL
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LOT 2
36.6 SQ. FT.
0.0 ACRES LOT 2
23.3 SQ. FT.
0.0 ACRES
HYDROLOGY Q100:
Q100= C x1100 x A:
LOT 1 Q100 = LOT 2 0100 = .95 (8.951N. /HR. ) (.0188AC)
LOT 1 Q100 = 0.16 C.F.S.
LOT 1 Q100 = 72 GPM/ FOR EACH LOT
C = 0.95
tc = .per table 3 -2 (10% slope) = 3.5 min.
p6 =2.7 IN.
therefore:
1100 = 7.44 p6 (d) -0.645
1100 =8.95 IN. /HR.
OUTLET 73.0'
LOT 1
36.6 SQ. FT.
0.0 ACRES
LOT 1
23.2 SQ. FT.
0.0 ACRES
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ENGINEERING DIVISION APPROV LS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
1.00
GENERAL (SP -1 &2)
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDE > O APP
GRADING PLAN DETAILS FOR:
A.
Furnish and Install as shown on plans a MWS Duplex Sump
DATE: 11-07 -14
j
2450 NEW CASTLE A VE.
12195 -G
Pump Llft Station complete with JDL Myers Pump SRM4, 4/10 HP,`
GREGORY A. CAUDILL R.C.E. No.: C -60957
ENGINEER'S NAME
/
�F / Y�=y�s
b
208 Volt / 1 Phase, Sump Pumps, Each Pumps capable for
EXP.: 12 -31 -15
DATE p�
JOB NO. 14 -021 DAZE 3 -15 -15 APN: 261- 102- -35 -00 CDP/DR 14 -101
40 GPM @ 13' TDH, Lift Station shot( include the following,«�rrE�
SHEET 3 OF
"�� < =�xx,
1, Pump
la
Casing, End Bell and Motor Shel(t Cast Iron�
2, Impellers Thermoplastic
;.;•:.
T
3, Impeller Types Recessed
4, Bearingsl Pre - lubricated Ball Bearing,
�.
5, Seals Carbon and ceramic Mechanical Seal,
\
6. Motors 0, MZ ME &
c v R „ f rw }-UZ D fiON T_ .�.. PLAT =E
a, Air- filled Induction type, Class H Insutation,
c, Motor shall be non - overloading at design point and across the entire
curve. -
',,JRC,"Psr
7, Warranty,
Q. Each pump and motor shall carry a Three (3) Year Pro -rated
Limited (Commercial Building Trade) Warranty against defects in material and workmanship,''.•.,
-<`:`.
r,n..,......
8. Distributors
Multi W Systems, Inc,
I
EL Monte, California
Phones (626) 401 -2627 Faxl (626) 442 -0839
B
Control Panel and Pump Level Controls,
1, Furnish and Install as shown on plans a Multl W Systems U,L,LISTED
508A Control Panel with a NEMA 3R Deadfront Enclosure, Panel shalt be factory wired in strict
accordance with U,L, 508A PROCEDURES, All control switches, test buttons( alarm - silencing switches
shall be mounted on Inner door and shall Include the following:
a. Individual disconnects switches with lockout handles,''
b, 2- Test - Off - Automatic selector switches,
C, Electric duplex alternator.
d, 2 - Green pump running lights,
e. Alarm horn mounted and beacon on panel,
f. Alarm horn silencing switch
_..
g, Thermal cut -out circuit with auto- reset.
2, Level Controls
(1) U,L, Listed Float Switch with stainless steel chain with weight. The cables shall be secured to
-'
the stainless steel chain In accordance with the manufacturer Installation Instructions.
> x
3. Manufacturer,
Muttl W Systems, Inc,
w� a
El Monte, California
DI�C� -:r A
Phones (626) 401 -2627 Fax, (626) 442 -0839
;',771,
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JDL Sump Pump Systems
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TWSONAWINCALL.1EWWCAT O"s.... CAL Y,Ta ANDWIRIND
BCXEMiIG3l,RE THE PROPER1YpEJOL3Y4TEM5 /JIUARE NOT TO BE
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REPRODUCED BYµ MEANS WRNOVI INEWRiTE "PViXORIiAl10X
FROM JVLBYSTEMS
TOY LBO (EACH SUMP)
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
AS - EVICT - 1
two
DESCRIPTION: ENC. OC -136, POINT 1042
LOCATION: HWY 101 BRIDGE S/0 SAN EL
RECORD FROM: LAGOON, ON WING WALL.
ELEVATION: 16.938
DATUM: NAVD88 ENC. CONTROL SURVEY
14 -021 10 -30 -14 1eErrwn-
SCALE
HORIZONTAL: 1"=10'
VERTICAL: N.A.
SPECIAL DISTRICT APPROVAL
" GRAVEL
TURF REINFORCEMENT MAT
IF APPLICABLE
\_6' MIN, ENGINEERED SOIL
12" *SEE NOTE BELOW
12"
)K' ENGINEERED S ❑IL' LAYER SHALL BE MINIMUM 6' DEEP 'SANDY LOAM' SOIL
MIX WITH NO MORE THAN 57 CLAY CONTENT, THE MIX SHALL CONTAIN 50 -60%
SAND, 20 -307 COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL,
NOTE, VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL
CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 25% UNLESS OTHERWISE
APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES,
NOTEt NO FILTER FABRIC IS TO BE USED IN THIS SECTION,
VEGETATED TREATMENT SWALE
NTS
TRAFFIC RATED STEEL GRATE
SET AT GRADE 68.0'
Q100 = 72 GPM/ FOR EACH LOT
2'
PUMP OUTLET /
STORM WATER SUMP PUMP BOX
RATED FOR 100 YR S.W.CAPACITY
DRAIN SUMP DETAIL
NTS
TRIBUTARY AREAS TO SUMP:
A = 820 SQ. FT. TO SUMP
PER LOT
A = .0188 AC. TO SUMP
PER LOT OUTLET 73.0'
BOT. 64.00'
LOT 2
760.0 SQ. FT,
0.0 ACRES
LOT 2 0100 = 7�$ GPM/ FOR EACH LOT
LOT 1 Q100 = 72 GPM/ FOR )�ACH LOT
DESIGNED BY: DRAWN QV I CHECKED BY'
I
4" GRAVEL
Q
q0 j
.5'
1.5'
2'X2' COBBLE DISIPATOR
NDS j BEND SEWER DRAIN
ELBOW. �
OUTLET 73.0'
PUMP OUTLET TO
SW OUTLET BOX
LOT 1
730.9 SQ. FT.
0.0 ACRES
NTS
4" DIA PVC
4" DIA COBLESTONE
3/4" GRAVEL
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
1
5,
PERF. PVC
PER PLAN 12 "02" COBLE STONE DISIPATOR
COBBLE DRAINAGE DISIPATOR
p��ee n s
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
/ COMPACTED TOP SOIL
PVC SIZE PER INPLAN PERFORATED DRAIN PIPE.
ON A 4" DEEP BED OF CRUSHED ROCK
1/4" LEACH HOLE.
CRUSHED STONE DRY WELL
TYPICAL POP UP DRAIN EMMITER DETAIL
nts
LOT 2
36.6 SQ. FT.
0.0 ACRES LOT 2
23.3 SQ. FT.
0.0 ACRES
HYDROLOGY Q100:
Q100= C x1100 x A:
LOT 1 Q100 = LOT 2 0100 = .95 (8.951N. /HR. ) (.0188AC)
LOT 1 Q100 = 0.16 C.F.S.
LOT 1 Q100 = 72 GPM/ FOR EACH LOT
C = 0.95
tc = .per table 3 -2 (10% slope) = 3.5 min.
p6 =2.7 IN.
therefore:
1100 = 7.44 p6 (d) -0.645
1100 =8.95 IN. /HR.
OUTLET 73.0'
LOT 1
36.6 SQ. FT.
0.0 ACRES
LOT 1
23.2 SQ. FT.
0.0 ACRES
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ENGINEERING DIVISION APPROV LS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDE > O APP
GRADING PLAN DETAILS FOR:
Q
DATE: 11-07 -14
/
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MASIH MAHER GLENN PRUIM, C51274
PUBLIC WORKS DIRECTOR
2450 NEW CASTLE A VE.
12195 -G
U
GREGORY A. CAUDILL R.C.E. No.: C -60957
ENGINEER'S NAME
/
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EXP.: 12 -31 -15
DATE p�
JOB NO. 14 -021 DAZE 3 -15 -15 APN: 261- 102- -35 -00 CDP/DR 14 -101
SHEET 3 OF
�WM
LEGEND:
BOUNDARY:
ORIGINAL LOT LINE LOT 10:
COBBLESTONE DISIPA TER PER PLAN.
SILT FENCE SC -1
GRAVEL BAGS PER PLAN.
CONSTRUCTION ENTRANCE TC -1
INLET PROTECTION. SC -10
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DERRICK SCHMITTE AT (619) 942 -2618
.24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
krA
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
utGGNtu Br:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
As - evt6
DESCRIPTION` ENC. OC -136, POINT 1042
LOCATION: HWY 101 BRIDGE S/0 SAN ELIJO
RECORD FROM: LAGOON, ON wlNC WALL.
ELEVATION: 16.938
DATUM: NAVD88 ENC. CONTROL SURVEY
HORIZONTAL: I"= 1 u"
VERTICAL: iv.}.,
PLANS PREPARED UNDER SUPERVISION OF
DATE: �� -D7 -14
GREGORY A. CAUDILL R.C.E. NO.: C -60957
ENGINEER'S NAME
EXP.: 12 °31 -15
RECOMMEND D: J(QO APP V
MASIH MAHER GLENN PRUIM, C51274
PUBLIC WORKS DIRECTOR
4 I `I,/ZL //i
DATE DATE
EROSION CONTROL PLAN FOR:
2450 NEW CASTLE A VE.
p
JOB N0. 14 -021 DAZE 3 -15 -15 APN: 261- 102- -35-00 CDP/DR 14 -101
12195 -G
SHEET 4 OF
14-021 1-7-15 REWMS-
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SHORING SEQUENCE:
1. Drill borings to minimum embedment
per schedule. 2. Set structural steel
beams per schedule.
" 3. Place 2 sack slurry in borings to
bottom of footing elevation (minimum).
4. Install wood lagging, as excavations
are advanced. All excavations should be
observed by the project geotechnical
consultants. Any void space behind
laggging should be grouted.
5. Shoring elements: to be generally 3;
abandoned in glace.: i—c
a
4'
'
00
7,5' 1 7.5'
20.0°
MATERIAL SPECIFICATIONS
Structural Steel: ASTM Designation A572 Grade 50.
Wood Lagging: Douglas Fir #2 Pressure Treated
Lumber.
Slurry: Type it cement, 2 —sack sand slurry
6.2%
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ft i IEOJT 63,25
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SUPPORT SCHEDULE
# H d Beam Size e
ft. in. (min.) ft.
SP1 —SP19 9 18 W8x35 13
H = approximate maximum exposed height
d = minimum pile diameter
e = minimum embedment depth below
lowest excavation
1 $ 3 typ
1.o %
r" I
4�€ 1.0%
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4
t) ,,� 3
TS2 7 ,4 F
LO co
0- 13
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J7' -6"
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N59i23'21`E 120,1T
IN 01I tj74
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Foundation Walls
N5,9i2 °64" F
20,18'
L
7' -6" 8' -3" 8' -3"
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WOOD LAGGING SCHEDULE
Douglas Fir #2 Pressure Treated Lumber
Depth from Nominal
top of wall Thickness
0 -9' 3"
00 (3) °
V) V) t a
V) ! , cn
5' 8' -3" L 20' -6"
4
€ O iE 68.60
: N
of Footing — 66.0'
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5'
D a
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8' -3"
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LEGEND
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SP19
Shoring Soldier Pile
Wood Lagging
Approx. Layback Limits ----- - - - - --
44'
1
25'
Vt
r
14,0'
BASE PLAN
"Grading Plan for 2450 New Castle Ave., APN
261[1102035700" dated dMarch 15, 2015 by GAC
Engineers and Land Surveying
i
GEOTECHNICAL CONSULTANT
Christian Wheeler Engineering
3980 Home Avenue
San Diego, CA 92105
(619) 550 -1700
fax (619) 550 -1701
TEMPORARY SHORING PLAN NEW SHEET
REQUIRES SPECIAL INSPECTION
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
1 DRAWN BY:
I CHECKED BY:
i
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
I
0
3 3
0,0
i
DESCRIPTION: REFER TO GRADING PLAN_
LOCATION:
RECORD FROM:
ELEVATION:
DATUM: NAVD88
HORIZONTAL: 1" = 6 -0"
VERTICAL: 1" = 5' -0"
PLANS PREPARED UNDER SUPERVISION OF
DATE: Oct. 13, 2016
David A. Purkis R.C.E. NO.: 42810
EXP.: 3-31-18
ENGINEER'S NAME
RECOMMENDED: APPROVED:
/JA Ma*--
SIH MAHER ^—.#N 6i= EPft1PRtiI
DATE DATE 1214 if 4
TEMPORARY SHORING PLAN FOR:
2450 NEWCASTLE AVE.
APN: 261- 102 -35 -00
16 -3695
12195 -G
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,... {€
30
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C1.
L
LEGEND
I,
"d6
SP19
Shoring Soldier Pile
Wood Lagging
Approx. Layback Limits ----- - - - - --
44'
1
25'
Vt
r
14,0'
BASE PLAN
"Grading Plan for 2450 New Castle Ave., APN
261[1102035700" dated dMarch 15, 2015 by GAC
Engineers and Land Surveying
i
GEOTECHNICAL CONSULTANT
Christian Wheeler Engineering
3980 Home Avenue
San Diego, CA 92105
(619) 550 -1700
fax (619) 550 -1701
TEMPORARY SHORING PLAN NEW SHEET
REQUIRES SPECIAL INSPECTION
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
1 DRAWN BY:
I CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
ADD SHORING PLAN
DESCRIPTION: REFER TO GRADING PLAN_
LOCATION:
RECORD FROM:
ELEVATION:
DATUM: NAVD88
HORIZONTAL: 1" = 6 -0"
VERTICAL: 1" = 5' -0"
PLANS PREPARED UNDER SUPERVISION OF
DATE: Oct. 13, 2016
David A. Purkis R.C.E. NO.: 42810
EXP.: 3-31-18
ENGINEER'S NAME
RECOMMENDED: APPROVED:
/JA Ma*--
SIH MAHER ^—.#N 6i= EPft1PRtiI
DATE DATE 1214 if 4
TEMPORARY SHORING PLAN FOR:
2450 NEWCASTLE AVE.
APN: 261- 102 -35 -00
16 -3695
12195 -G
o
�
SHEET 5 OF 6
CS'
Property Line (where
occurs 10 construction to �I
remain on subject property Top of Supported Ground
Structural
steel shall I
be AggSTM
A572nG Grade I
50 H
I
PT Wood
Excavation Lagging per
Limit I Sc edu e
I
i
r'.
e
Boring filled with
2 —sack slurry to
excavation limit.
Boring diameter per
pile schedule (TS1).
3 TEMPORARY SHORING SIDE VIEW NTS
---------------------------------------------------
Property Line (where
occurs)
All shoring construction
to remain on subject
------------------------------ Qrpp-eLty ------- — — — - - - ---
80 --------- - - - - -- - - - - -- ---------------------------
�o
0
a
L9
Proposed Wall
- - -(by others) —
70 ----------------- - - - - -I - --
Wide Flange Boring filled with PT Wood
g 2 —sack slurry to Lagggingg per
I 7 Beam per excavation limit. Sc9edule
Schedule Boring diameter per (TS1)
pile schedule (TS1).
ra
Soldier Pile
Schedule
l 2 TEMPORARY SHORING TOP VIEW NTS
60 - — — — — — — — — — — — — — — — — — — — — — h\'
-------------------------
8'—
Wide Flange
Beam per
Schedule
50 --------------------------------------------- - - - - --
PT Wood
H LLagging
Schedule
W
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ai
Y
RO• ES$jn
Boring filled with 7
c ?' 2 —sack slurry to d
A P`'' F excavation limit. °
e Boring diameter per
3 N 4 0 Z I(� pile schedule (TS1). °
�°
* � r �
sA clvl- NEW SHEET
4 SECTION 1' — 5-0" TEMPORARY SHORING DETAIL NTS
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DP DESIGNED BY: DRAWN BY: D C HECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
ADD SHORING SHEET
DESCRIPTION: PLANS PREPARED UNDER SUPERVISION OF TEMPORARY SHORING PLAN FOR:
aer - li Ir„ v RECOMMENDED: APPROVED:
LOCATION: HORIZONTAL: 1" = 5' -0" DATE: Oct. 13, 2016
RECORD FROM: 12195 -G
ELEVATION: VERTICAL: 1" = 5' -0" David A. Purkis R.C.E. NO.: 42810 / ✓ " / 2450 NEWCASTLE AVE.
DATUM: NAVD88 EXP.: 3 -31 -18 MASIH MAHER —I G1ITEIftrRrJlWr APN: 26- 102 -35 -00
ENGINEER'S NAME 16 -3695 SHEET 6 OF 6
DATE DATE 12 /11 I
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