2013-11728 SG (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED " Proposed Second Dwelling, 1465 Caudor Street, Encinitas, CA
92024 DATED August 8, 2013, Job No. 13 6276" SHALL BE CONSIDERED AS A PART OF
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC
RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT
PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE
PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER
MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.11728 -SG
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH
GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED
IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS
TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH MATERIAL.
CHANGE NO.
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08 -29 -13
DESCRIPTION
APPROVED I DATE
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET
RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS
CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS
SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF
CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA
FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION
ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE
PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY
TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE
REMOVAL.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF
SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS -LWWD (760)763 -0155
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT- (760)- 633 -2650
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) - 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
TO REJECTION AND REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JASON BALLOW AT 760 - 710 -7877
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN -SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES
SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER
TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE
FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH
ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF
THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A
DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS
THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO
THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
BENCHMARK
DESCRIPTION: ENC -05
LOCATION: CULDESAC IN HARBOR CT
RECORD FROM: ENC. CONTROL SURVEY
ELEVATION: 174.39
DATUM: NAV 888
SCALE
HORIZONTAL: 1 " =20
VERTICAL: N.A.
EARTHWORK:
CUT = 175.0 C.Y. FILL = 175.0 C.Y.
EXPORT = 0 C.Y.
REMEDIAL =240 C.Y. ( +/- U REMOVAL AND RECOMPACTION UNDER AND 5'
OUTSIDE OF RESIDENTIAL BUILDING AREAS PER SOILS RECOMMENDATIONS)
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATIONS, IF REQUIRED BY SITE CONDITIONS.
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE AND SWELL FACTORS).
DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY
SOILS ENGINEER IN FIELD DURRING EXCAVATION.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION
ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH
CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR
SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE
USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF
THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION
OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES
SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE
GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM
RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL
REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
LEUCADIA WASTE WATER
DISTRICT
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD
WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO
THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE
ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.)
WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO
NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE
OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES,
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE
USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
SITE
DR STREET
VICINITY MAP
NTS
IMPERVIOUS AREA
NEW CONSTRUCTION IMPERVIOUS AREA: 2480 SQFT
IMPERVIOUS AREA REPLACED: 0 SQFT
IMPERVIOUS AREA REMOVED: 0 SQFT
NET INCEASE IN IMPERVIOUS AREA: 2480 SQFT
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OWNER (s) SITE ADDRESS
Jason C. Ballow, and 1465 Caudor Street
Amy M. Ballow Encinitas, CA 92024
As Joint Tenants, APN:254- 412 -06
Husband and Wife LEGAL DESCRIPTION
1465 Caudor Street A PORTION OF LOT 3, BLOCK "I ", SOUTH COAST PARK ANNEX,
Encinitas, CA 92024 IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF
760-710-7877 CALIFORNIA, ACCORDING TO MAP THEREOF NO.1788, AND
THAT PORTION OF CREST ACRES, IN THE COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 2019.
OWNER'S CERTIFICATE
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.
DATE: t�� 1��_ DATE:
SIGNATURE. � �• SIGNATURE:'
JASON C. BALLOW AMY Ild BALLOW
AS JOINT TENANTS HUSBAND AND WIFE.
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE 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: nLL �Q .ca DATE: set-
GREGORY A. CAUDILL
GAC ENGINEERING AND LAND SURVEYING 4011A
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725 OLD STAGE ROAD #7 oC
FALLBROOK, CA 92028
760 - 594 -4889 1 4 C
JOB NO. 13 6276
C.W. LA MONTE CO. INC
4350 PALM AVENUE, SUITE 25
LA MESA, CALIFORNIA 91941
PHONE: (619) 462 -9861
FAX: (619) 462 -9859
THE RECOMMENDATIONS IN THIS REFERENCED
REPORT TITLED SOIL CLASSIFICATION AND SITE
RECONNAISSANCE Proposed Second Dwelling, 1465
Caudor Street, Encinitas, CA 92024 DATED August 5,
2013, ARE TO BE INCORPOATED INTO THIS PLAN
FOR THE GRADING AND IMPROVEMENT THE SITE.
Geotechnical Engineer's Declaration:
These plans have reviewed by the undersigned relative to geotechnical aspects of the
plans and have been found to be in conformance with intentions of the findings and
recommendations contained in the geotechnical report by CW La Monte Co. Inc., Dated 8 -8 -13
Cliffgt° . La Monte,
R.C.E. 25241, G.E.
61 Ec.�t 9 /i0 3
ENVIRONMENTAL DATA
1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1: 2
2) MAXIMUM VERTICAL DEPTH OF CUT = 1'
3) MAXIMUM VERTICAL DEPTH OF FILL = 2'
4) AVERAGE DEPTH OF CUT = 175 C.Y./ 4700 S.F. x 27 = 1.0 FT
5) AVERAGE DEPTH OF FILL = 175 C.YJ3995 S.F. x 27 = 1.2 FT
` i;
7 ASSOCIATED BUILDING PERMIT NO. (BP NO. 13 -1140)
BMP PROJECT STATUS
STANDARD
PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
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SIGN
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DATE
SIGN
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 2 -13 -I3
!°� �Q�.srt�c► R.C.E. NO.: C -60957
GREGORY A. CAUDILL
EXP.: 12 -31 -14
DATE SIGN DATE SIGN ` DA E
v SIGNATURE EXPIRES 2 YEARS AFTER DATE.
ENGINEERING DEPARTMENT APP OV CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
SIMPLIFIED GRADING PLAN
FOR: 1465 CAUDOR ST
MASIH MAHER GLENN PRUIM iz..r.. BALLOW ACCESSORY
ENGINEERING/ PUBLIC WORKS DIRECTOR
Z113 254- 412 -06
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DATE -�r� 7 DATE 9 -6 -13
DRAWING NO.
11728 -SG
SHEET 1 OF 3
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SPECIAL NOTES
iQ EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN NDS POLYOLEFIN POP -UP
SAND. REINFORCE WITH NO. 3 BARS 0 18" 01C B07H WAYS M MID -POINT OF DRAINAGE EMITER WITH U.V.
SLAB. USE 520 -C -2500 CONE
INHIBITOR.
Q UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE EITHER 6" DIA.
ATRIUM GRATES BY 'NDS' LOCATED IN PLANTER AREAS REFER TO LEGEND ON NDS j BEND SEWER DRAIN S COMPACTED TOP SOIL
SHEET 1. ELBOW.
Q BUILDING DOWNSPOUTS, AND ALL HARDSCAPE AREAS TO BE BE OUTLET TO
ONSITEVEGETATED SWALE.
® WATER SERVICE TO BE EXTENDED FROM EXIAG METER IN ALLEY TO NEW
/ C DRAIN PERFORATED DRAIN PIPE.
) ( SIZE PER PLAN
Q NEW SEWER LATERAL TO BE EXTENDED FROM EX. RESIDENTIAL C.O. TO " / / % /
RESIDENCE EASTERLY UNIT WITH SCHEDULE 40 PVC HAVING 24 COVER MIN. & AS / PVC
REQUIRED BY THE CITY OF ENCINITAS / S
/ ON A 4" DEEP BED OF CRUSHED ROCK
NEW ACCESSORY UNIT WITH 4 DIA. PVC (SDR 35 MIN.) 0 2% SLOPE WITH 36 COVER 1/4" LEACH HOLE.
I)PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN
ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE ENCINITAS
0 T RIGHT -OF -WAY.
Q) THE CON7RACTOR SHALL OBTAIN A DEMOU1701V PERMIT FOR ALL
STRUCTURES SHOWN HEREON TO BE DEMOLISHED.
TYPICAL POP UP DRAIN EMMITER DETAIL
PRIOR TO CONSTRUCTON, CONTRACTOR 70 DEMOLISH EXIS17NG CONCRETE nts
PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL 07HER 17EMS LOCATED
WITHIN THE LIMI7S OF NEW DEVELOPMENT AS SHOWN HEREON.
CONTRACTOR TO VERIFY SPECIFIC REMOVALS WI774 OWNER PRIOR TO
PROCEEDING WITH DEMOUHON.
CRUSHED STONE DRY WELL
"10 GRADING SHALL OCCUR_ OUTSIDE THE LIMITS OF THE PROJECT SITE NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
Q A SEPARATE GRADING PLAN SHALL BE SUBMITTED AND APPROVED AND A SEPARATE INHIBITOR.
GRADING PERMIT ISSUED FOR ANY OFF -SITE BORROW OR DISPOSAL SITE, IF LOCATED
WITHIN THE CITY LIMITS. AN ENCROACHMENT PERMIT WILL BE REQUIRED TO IDENTIFY
THE HAUL ROUTE PROPOSED FOR THIS PURPOSE IF BORROW OR DISPOSAL 517E IS
LOCATED OUTSIDE OF THE CITY THE APPLICANT SHALL PROVIDE EVIDENCE OF RECEIPT � 4.i� � \4 OF REQUIRED PERMITS /AU7HORIZA710NS 4" DIA PVC
LANDSCAPE AREA EXISTING GRADES TO REMAINf
® ENGINEERED SOIL LAYER SHALL BE MINIMUM 1' DEEP "SANDY LOAM" SOIL 4" DIA COBLESTONE i # �i, ;`• 1.5'
MIX WITH NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN
_.. ""
50 -609 SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% �'+
TOPSOIL. FILTER FABRIC -USE MIRAFI 140N OR EQUVALENT.
3/4" GRAVEL_,_ ,d'°
® COBBLE DRAINAGE DISSIPATER PER DETAIL THIS SHEET.
?� CONSTRUCT DRIVEWAY WITH PERVIOUS PAVERS PER MANUFACTURES SPECIFICA77ONS ON MIN. IE_OVT_ PER _PLAN.__F' .
3" CLASS 2 A.B. COMPACTED TO 90% MAX DRY DENSITY, UNLESS OTHERWISE SPECIFIED BY SOILS PERF. PVC
ENGINEER BASED ON OBSERVA71ONS IN THE FIELD. PER PLAN 12 "x12" COBLE STONE DISIPATER
COBBLE DRAINAGE DISEPATER DETAIL:
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NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE
RESPONSIBILITY. NOT TO BE ALTERED WITHOUT A PERMIT FROM THE CITY OF
ENCINITAS. Q
Show location of post - construction BMP using separate symbol, show sizing /dimensions; label "BMP:
Not to be paved or altered w /out City permit" Provide cross - sectional detail.
TYPICAL YARD DRAINAGE /SLOPE BERM DETAIL
nts
® CS 86.58'05' W> (125.02')
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LEGEND:
BOUNDARY- - -
ORIGINAL LOT LINE LOT 10: —
EXISTING CONTOUR: - 6s
OVER HEAD POWER LINES: OHP 6W
ROOF DOWN DRAIN:
3' WIDE CONVENTIONAL VEGETATED SWALE:
PROPOSED BUILDING
PERVIOUS PAVERS PER PLAN:
6" DRAIN INLET BY NDS: O
OUTLET EMITTER BY NDS:
COBBLESTONE DISIPATER PER PLAN:
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EXISTING RESIDENCE ( 06• ;. t T•, , S 2
® i ° FF 205.17' 2 ® NEW ACCESSORY
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p PAD: 210.175 31 r
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FF 2L6,17 EX. Caw, PATIO
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3/4" GRAVEL 1 (� �t f? < ® A
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SWALE SHALL BE PLANTED WITH 1' s�A 204 Z ' i -� GATE
F> `S'O�tp of QAS cave mrx f O f
ADEQUATE GRDUNDCOVER OR TURF, 9G II �� g�� (P�� t- I 4i' r' �I
12 "x12" COBLE STONE DISIPATER 9 ` 1l ' "' �cwi po 4000 I
PLANTS THAT ARE NOT PRONE T❑ py GO R ! w
BLOCKING THE DRAINAGE FLOW MAY 6. , Q� Z)Z n ' " vL
COBBLE DRAINAGE DISIPATER DETAIL: say ; -- - -_ _ - o ui ; ` o' o 20:00'
ALSO BE PLANTED ON SIDE SLOPES, nts " VEGET ��` �� I T �' ti W 20.00?
E - VEGETATED SWALE PER D o
NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE lgs 1 }{ _ .. -� DETAIL ®5•� Wg e 0 B SIPATER �, o ) ao
_� P R E AIL
RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT. ► EX. ApU S 83Zg / 3 a
CHAINLINK FENCE E -- �' �.A. ' o �•
3' WIDE 25 END VEGETATED SWALE ,� O A&W 1 WATeR S61AWM
DEPTH 25.00' PER PLAN
3 FEET 50.00' Aao (As- WIL raft
FL 197.40' r `NS - f pY Dtb'LRuT
EXIST. ADJACENT TO..f
TURF REINFORCEMENT MAT Tao #RESIDENCE i ADJ. N �;
BEG VEGETATED SWALE CHAINUN ,FENCE
254 - 412 -O8 9 t
N. AMERICAN C -350 DR EQUAL GEDGRID � PER JOLAN,FL 207.10 _._..__._ WM
a£ 12 "X12" INLET BY NDS DRAIN EMITER PER DETAIL PP
r ut v v PER DETAIL FL OUT 207.26 C.O. "° EX 1 IN. r,
1-4 PORTION OF LOT2 C OF C 20 O - O�6C84 206.26
m IE 206.60 •METER +
2 TO 3 IN, a' ROCK N _� r 2CD ._,_ �M fo 6d fLiif.00AT4F D
18'X18' OF J' CRUSHED ROCK 6° MIN, ENGINEERED SOIL I £ z N � L O C K .,4 I ,9 0 40� PR •E A% "R ENT PER _
,._
J u; DOC DATE
SEE NOTE BELOW ro 1
PROPERTY PL R/W a A RESIDENCE
'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 6' DEEP 'SANDY LOAM' SOIL GIRD C 254- 412 -09 ear
MIX WITH NO MORE THAN 5V CLAY CONTENT, THE MIX SHALL CONTAIN 50 -60% GB ? GB EP EP S
SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL• L� 73 k 21�
214 �' 1tiG G PORTION OF LOT2 '
NDTEI VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL (If
CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2,5% UNLESS OTHERWISE �-
APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES, 212 gq, BLOCK I
211.15 9'
NOTE, NO FILTER FABRIC IS TO BE USED IN THIS SECTION, -- - - - - -- -- - ----- - - - - - -- -- - .----- .. ---- - ---- _ ------
___..
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STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE
AT 2.0% FOR 5.OFT. 0 10 20 30 40 50 60 70 VEGETATED SWALE DETAIL: SECTION A -A SCALE 1"=10' HORZ
nts SCALE 1"=2' VERT.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY: I DRAWN BY CHECKED BY: ENGINEERI G DEPARTMENT APP OV CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: ENC -05 PLANS PREPARED UNDER SUPERVISION OF
SIMPLIFIED GRADING PLAN 1465 CAUDOR ST
LOCATION: CULDESAC IN HARBOR CT HORIZONTAL: 1 =10' DATE: 2 -�3 -�3 ZV . _ _
0, 4 S• C C MASIHMAHER GLENN PRUIM 11728 —SG
RECORD FROM: ENC. CONTROL SURVEY SIGNATURE DATE R.C.E.NO.: C -60957 ENGINEERINGIP BLIC WORKS DIRECTOR BALLOWACCESSORY
ELEVATION: 174.39 VERTICAL: N.A. 't 13 �� > 254- 412 -06
DATUM: NAVD88 SIGNATURE EXPIRES 2 YEARS AFTER DATE. GREGO A. CAUDILL EXP.: 12 -31 -14 1 6(
DATE DATE 9 -6 -13 SHEET 2 OF 3
08 -29 -13
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ALL BMP'S SHOWN SHALL BE INSTALLED,
INSPECTED & MAINTAINED COMPLIANT WITH LEGEND:
CASQA HANDBOOK FOR CONSTRUCTION.
ALL CONSTRUCTION BMP'S TO REMAIN IN BOUNDARY: - -
PLACE UNTIL SUCH TIME AS APPROVED FOR ORIGINAL LOT LINE LOT 10:
REMOVAL OR RELOCATION BY PUBLIC WORKS EXISTING CONTOUR: - 65 - --
INSPECTOR. OVER HEAD POWER LINES: OHIP GH
ROOF DOWN DRAIN: •
3' WIDE CONVENTIONAL VEGETATED SWALE: -.F--
PROPOSED BUILDING
CONCRETE PER PLAN:
RETAINING WALL PER PLAN:
12'x12' BOX INLET BY NDS:
OUTLET EMITTER BY NDS:
COBBLESTONE DISIPATER PER PLAN:
I g GRAVEL BAGS PER PLAN:
to
SILT FENCE. SE -1
STRAW WATTLE: SE -5 —FR—FR-
PORTION OF L T o GRAVEL BAGS: SE -6
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BLOCK I PROPOSED + STABILIZED CONSTRUCTION TC -1
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EXIST. ADJACENT 4" SWR. LAT. PER PLAN � w t ENTRANCE:
MAP NO, 1788 RESIDENCE
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254- 412 -07 rn HYDROSEED: SS -4
EX. SHED _ Al
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EX. CUM PATZp 1 r ,I � � tao m PV0 pip for arpinage
depehen9` oo XMd conditb .
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HAINLINK FENCE $328 .n - % ! f
END VEGETATED SWALE
PER PLAN „ .'r
FL 197.40' -t-- - /
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EXIST. ADJACENT � f
RESIDENCE i �x• ADJ. CHAINIi }(
254-412-08
BEG VEGETATED SWALE . ICE {
PER PLAN, FL 207.10 ,----- _.._.__ "� � -�'
12 "X12° INLET BY NDS t DRAIN EMITER PER DETAIL ~� PP ` $„
PER DETAIL FL OUT 207.26 C.O. EX. 1 IN.
pp� T p� p p 0 8 4,�1� 206.26' � s� IE 206.60 ~ WATER METER
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254- 412 -09 "ate
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PORTION OF COC �� �` I
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08 -29 -13
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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.
DESCRIPTION: ENC -05
LOCATION: CULDESAC IN HARBOR CT
RECORD FROM: ENC. CONTROL SURVEY
ELEVATION: 174.39
DATUM: NAVD88
HORIZONTAL: 1' =10'
VERTICAL: N.A.
PLANS PREPARED UNDER SUPERVISION OF
DATE: 2 -13 -13
/iiAL11 (ite,a,�l (0 R.C.E. NO.: C -60957
GREG Y A. CAUDILL EXP.: 12 -31 -14
�A /� -
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLI WORKS DIRECTOR
1 �p 3 // % /�
DATE
EROSION CONTROL PLAN FOR:
1465 CAUDOR ST
BALLOW ACCESSORY
254_412_6
DATE 9 -6 -13
1 1728 -SG
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SHEET 3 OF 3
08 -29 -13
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