2015 12161-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.
UTIUTY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
C
ti 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
g PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
v 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 "GEOTECHNIGAL RECOMMENDATIONS FOR PROPERTY AT 195 GRANDVIEW
STREET, IN THE CITY OF ENCINITAS, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP, DATED
NOVEMBER 5, 2013 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.
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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 (112) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7:30 A.M. NOR ON
m SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
z 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.
w 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.
z 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR FO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED
m STATING: 'THE GRADING UNDER PERMIT 12161 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS
c STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
x SUCH GRADING OPERATION.
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12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
6 DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
x BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETON OF GRADING OPERATIONS HE
a SHALL STATE THAT OBSERVA77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
z 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
S2 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS PERMANENT DRAINAGE AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED.
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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.
oLOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED
V SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
zz PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
x
i 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
2 SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
ad ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
EMBANKMENT E SLOPES LOOSENED DISPOSED F
SHALL ROUNDED IN WITH THE GRADING ORDINANCE.
THE TO AND TOP OF ALL
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE
BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF
3 LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
c THE DISPOSAL OF ANY SUCH MATERIAL.
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17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
z 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
o 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.
CBI!
EROSION CONM
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN RUNAGER AT (619) 954 -4033, 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.
STORMWATER POLLUTION CONTROL POST CONSMUC71ON MUM 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 AMY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF
STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT
TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS
THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING
PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS
TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND
UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN
10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND
SEWER TO CROSS UNDER WATER MW NS 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.
APPROVED DATE BENCH MARK
DESCRIPTION:SAN DIEGO COUNTY BENCHMARK
NO. O.C. 145, TOP OF STD. DISK LOCATED AT
INTERSECTION OF JUPITER ST. AND HWY. 101.
ELEVATION: 52.592 FEET
DATUM: NAVD88
SCALE
HORIZONTAL: NOTED
VERTICAL: NOTED
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 SH'__ 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 MANAGEAENT
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.
PROJECT OWNER:
JOHN AND SHARON RUNAGER
SITE.
1035 SOLANA DRIVE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
DEL MAR, CA 92014
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS
CELL PHONE: (619) 954 -4033
PROJECT A.P.N.:
254 - 022 -32
PROJECT ADDRESS:
195 GRANDVIEW STREET
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORA IN. CONTRACTOR MUST
ENCINITAS, CA 52024
PROJECT SOILS
ENGINEERING DESIGN GROUP
E .NEE&
2121 MONTIEL ROAD
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
SAN MARCOS, CA 92069
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
PHONE: (760) 839 -7302
PROJECT CIVIL
ENGINEERING DESIGN GROUP
ENGINEER:
2121 MONTIEL ROAD
SAN MARCOS, CALIFORNIA 92069
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
(760) 839 -7302 PHONE
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS
(760) 480 -7477 FAX
PACIFIC
LEGAL DESCRIPTION
PARCEL 2 OF PARCEL MAP NO. 3679 IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CA., ACCORDING TO MAP THEREOF
FILED APRIL 10, 1975 AT PAGE 3679 OF PARCEL MAP, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY.
OWNER'S 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.
JOHN
,
DATE: 7 I t ! • *.r
DATE - I SI
VICINITY MAP
NOT TO SCALE
THOMAS GUIDE: 1147 A3
1, ERIN RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS. ONE COMPLETE COPY OF THE SOILS RECOMMENDATIONS REPORT COMPILED FROM THIS STUDY,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND SPWIFICATIONS.
SMED:
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND RCE NO.:
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 EXP. DATE: 9130/2015
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 JOB: 145333 -5
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN ENGINEERING DESIGN GROUP
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, 2121 MON77EL ROAD
CALL THE HAZARDOUS WASTE h)TLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER SAN MARCOS, CALIFORNIA 92069
DUMPSTERS CALL EDCO AT (760) 436 -4151. (760) 839 -7302
�r1 E.
No. 65122
Exp. 09/30/2015
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
DESCRIPTION
SITE.
STATEMENT OF ENGINEER OF WORK
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
GRADING PLAN
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
SURFACES.
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
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORA IN. CONTRACTOR MUST
BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
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
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
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
NOTIFICATIONS
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
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
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
QRpF ESS IpNq
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
�Q�� E. `
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND IOCATION OF
SIGNATURE: ' DATE: 11/5/2014 �\N
UTILITIES AND -4077FICA77ON OF COMMENCEMEVT OF WORK:
ERIN
p
A. SEWERS - CSD - (760)-633-277C
(
No.
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
ENGINEERING DESIGN GROUP
Exp, 09/30//30/ 2015
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800- 227 -2600
2121 MONTIEL ROAD
D. TELEPHONE - SBC BELL - (760) -489 -3411
SAN MARCOS, CALIFORNIA 92069 P. .°
9TF
E CABLE TV - COX COMMUNIC4TIONS- (760)- 806 -9809 X -2233
(760) 839 -7302 OF l f
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
C A
RCE EXPIRES 9130/2015
PHONE: (760)- 633 -2770.
3. PIE CONTRACTOR SHA'_L GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK
PERFORMED WITHOUT BENEFIT C c' INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
12PERVIOUS AREA EARTHWORK am
IMPERVIOUS AREA PRIOR TO CONSTI,JCTION: 3400 SQFT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2-H : 1Y
IMPERVIOUS AREA AFTER CONSTRUCTION: 2630 SQFT MAXIMUM VERTICAL DEPTH OF CUT = 8' **
DECREASE IN IMPERVIOUS AREA: 770 SQFT - MAXIMUM VERTICAL DEPTH OF FILL = 8'
CUT = U C.Y. FILL = C.Y.
IMPERVIOUS AREA REPU,CED: 1450 SOFT IMPORT = 0 C. Y.
EXPORT = 80 CY**
* *- GRADING PERFORMED PRIOR TO THIS PLAN, PART OF CODE VIOLATION.
REMEDIAL = 70 CY
HT NO.
DESCRIPTION
1
TITLE SHEET & NOTES
2
GRADING PLAN
3
EROSION CONTROL PLAN
BMP PROJECT STATUS
STANDARD
I LEUCADIA WASTEWATER DISTRICT I FIELD OPERATIONS PLANNING AND BUILDING I PARKS AND RECREATION 'I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I
r,
SIG�'j DATE
SIGN DATE SIGN DATE _01 "IN
utu t5T: 1 1rc111 CT: UHLUKtU UT: ENGINEERING DIVISION APPROVALS
R ST RV ERIN RIST
PREPARED UNDER SUPERVISION OF RECOMMEND DSjol AP E
DATE:
BY.
MASIH MAHER GLENN PR M
9 30 /7 9-Ib -IV �': , l R.C.E. N0.:65122 3" /�
097' ERIN RISTM EXP. 9/30/15 DATE: DATE:
IIlAll� -
/
CITY OF ENCINITAS - PUBLIC WORKS DEPARTEMNT DRAWING NO.
TITLE SHEETS AND NOTES FOR:
RUNAGER PROPERTY 12161 -SG
195 GRANDVIEW STREET, ENCINITAS, CA. 92024
APN NO. 254 - 022 -32 SHEET 1 of 3
PLANING CASE NO: CDP N A __�
DATE: 3/27/15
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(E) RET. WALL
WITH FENCE
} -.., UPPER LEVEL FF =107.0
1 "W11151". RE . LOWER LEVEL FF =98.0
DIRT TRENCH,
FS =1066
2 1 �OS.s
Tyr
APN 254 - 022 -32
TWO -STORY
HOUSE
(UNDER CONSTRUCTION)
UPPER LEVEL FF =107.0
o UPPER LEVEL FF =10
--- .- -..� —. FF
I I I.. 0.5' — •:.I L OWE
- LEGEND
p
1 PROPERTY BOUNDARY ® 4 AREA DRAIN, NDS BOX OR EQUIV
APN 254-022-36 I N19 20 33'W — — — —
I SETBACKS — — — — 4 IN. SDR -35 DRAIN PIPE
— - — - — EASEMENT
(E) DIRT TRENCH - SEE
- 1 ✓ _. ��s� %1 EXISTING CONTOUR
(100) CONTRACTOR NOTE THIS SHEET
IS 1 6� (E) WOOD 100 PROPOSED CONTOUR
HA PEI 106 FENCE TO D POINTSB PAVING SNCH
_ s, PRE— EXISTING CONTOUR J 1 4 1/2
-• �.� xm, •� -° SUACE _ l
s
(1C3�rr�,., s
� MINOR SEE NOTE BELOW
ca
�.° PRE— EXISTING CONTOUR
T —' '� • �' ='� ) { a tl "" MAJOR. SEE NOTE BELOW (E) RETAINING / LANDSCAPE WALL
Z;�
a PROPOSED ° 1 /F F. FLOWLINE &FLOW (E) BLDG LIMITS
CONCRETE PATIO r 9 DIRECTION
w. ........ E WATER LINE
O � PROPOSED BLDG LIMITS
(E) SEWER LINE 0 L� ROOF DRAIN
` _ FS =102.0 PROP. SPOT ELEVATION
° 20.0' —~ y = PROPOSED RETAINING LANDSCAPE
"RY SO FG =97.3 (E) SPOT ELEVATION WALL < 3 FT HEIGHT PER SDRSD,
\ .... 2 %. �' 7 \ FG =106.0 — — C2 AND C3
° ° \ (108) f / I d (E) EDGE OF PAVEMENT PROPOSED DRIVEWAY
p
e 11 36. ( (E) CMU SITE WALL 6" CONCRETE PAVING
l0�_ I� _ • {107)" PROPOSED PERMANENT BMP'S
F = 6• / I E) CONCRETE PAVING
_.- l ( SEE PERMANENT I BMP NOTE/ THIS SHT
FrSc= )I r� ,1 - (106)• ` RIP RAP DISSIPATOR PER
SDRSD D- 40TYPE 2 MODIFIED VEGETATED SWALE PER DET. 1/ THIS SHT
/ I ° MODIFIED FOR SIZE, MIN 2'x2'
=1106. 5 4' d. =106.4 / I ROCK TYPE # 2 BACKING
—107: 11 I 12m SQ R
R TW =167.0 ° � / I ' ® NOS BOX OR EQUIV.,
!97.7
.. s
105
CONSTRUCTION LEGEND NOTE
- 105 [ _103.8 - " 1. PRE - EXISTING TOPOGRAPHY SOURCE PER CITY OF
IE =1 • g -_1 1 ��, IT PROPOSED DRIVEWAY 6 CONCRETE PAVING ENCINITAS TOPO MAP.
=104• TF -t01d0 0¢ l n PROPOSED PERoMEABL EIPAWNG��S`TONES PER rMANUFACTURER'S PLEASE NOTE PRE - EXISTING CONTOURS ADJUSTED BY 7 FT
I I I .... -
iiV= 17)... r
I
ruyu ULVVn nV 00 Vr rinL nrrnN fVJ. rVn11VPl Ur YLVL /HILL/ VAHLL VLVIVIYLL/ run JIVRM
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT
CONTRACTOR NOTE PERMIT FROM THE CITY.
EXISTING TRENCHES TO BE FILLED AND COMPACTED
(E) L, IAIN TO 90% RELATIVE COMPACTION OR PER SOILS
LINK FENCE ENGINEER RECOMMENDATIONS.
TO REMAIN
(E) TREE
TO REMAIN
I SCALE 1' = 5 FT
T
I
SCALE 1 " = 20' -0"
DESIGNED BY: DRAWN BY: CHECKED BY:
N0. DESCRIPTION DATE BENCH MARK SCALE >�tS- ]3U11"j ERIN KIST RV ER IS ENGINEERING DIVISION APPRO
AS- 501)-TS • Z •21- DESCRIPTION:SAN DIEGO COUNTY BENCHMARK PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A V
NO. O.C. 145, TOP OF STD. DISK LOCATED AT THE HORIZONTAL: NOTED DATE: 4 "1-15 /
INTERSECTION OF JUPITER ST. AND HWY. 101. j4(c— BY:
MASIH MAHER GLEN P IUM
ELEVATION: 52.592 FEET VERTICAL: NOTED 1Y `1/3d�/7 R.C.E. NO.: 65122 S!G71 S 7
DATUM: NAVD88 ER/,L1 f. ST EnR047E' �147L ERIN R T EXP. 9/30/15 DATE: DATE:
t?Ce: G 91.7 �J
CODE ENFORCEMENT NOTE
THIS GRADING PLAN IS INTENDED TO PERMIT THE ILLEGAL
GRADING THAT HAS OCCURRED AND TO SATISFY ACTIVE CODE
ENFORCEMENT ACTION ON PROPERTY.
5' -0'
SWALE SHALL BE PLANTED WITH
ADEQUATE GROUNDCOVER OR TUR . TURF
PLANTS THAT ARE NOT PRONE TO REINFORCEMENT
BLOCKING THE DRAINAGE FLOW MAY II MAT IF APPLICABLE
ALSO BE PLANTED ON SIDE SLOPES.
\,'I—
1 ���� <
III III =1I II IIHI IIHIHI -II1 1EIII
yy� yam.
/\ �A /\ a VA 6" MIN. ENGINEERED
18 p MIN \ / \ / \\ \j /\ SOIL *SEE NOTE
BELOW
A VA
/ 2" MIN. 318" GRAVEL
18' MIN. 16" MIN. 314"
CRUSHED ROCK
* "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN
5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD Q�
MULCH, AND 20 -30% TOPSOIL. <NNrz
�rnon
NOTE VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT
THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF
ENGINEERING SERVICES. 0 §moo
O
,??,o Es 10Nq� NOTE NO FILTER FABRIC IS TO BE USED IN THIS SECTION."
\N E R'sr�yc"
No. 65122 z
VEGETATED SWALE WITH UNDERDRAI N
Exp. 09/30/2015 * FOR USE IN WELL DRAINED SANDY SOIL °-
P NOT TO SCALE
CIVtl p W
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OF CAEIf
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CITY OF ENCINITAS - PUBLIC WORKS DEPARTEMNT DRAWING NO. (j
GRADING PLAN FOR: Z W
RUNAGER PROPERTY 12161 -SG W
195 GRANDVIEW STREET, ENCINITAS, CA. 92024
APN NO. 254 - 022 -32
PLANING CASE NO: CDP N A____ SHEEP 2 OF 3
DATE: 3/27/15
b
LLI
FE
0
U
(E) SITE WALL
WITH FENCE
CHANGE NO.
AP 1 254- 022 -02
I' . 85.16'
I V20'33"W
BENCH MARK SCALE
DESCRIPTION:SAN DIEGO COUNTY BENCHMARK
NO. O.C. 145, TOP OF STD. DISK LOCATED AT THE HORIZONTAL: NOTED
INTERSECTION OF JUPITER ST. AND HWY. 101.
ELEVATION: 52.592 FEET VERTICAL: NOTED
DATUM: NAVD86
r (E) WOOD
FENCE TO 00
REMAIN
I
N
I'
E
N
--I_
ii)
C�
c
(E) CHAIN
LINK FENCE
TO REMAIN
(E) TREE
TO REMAIN
APNI 254- o22 -o7 _ _ - EROSION
GRAVEL BAGS OVERLAP
ONTO CURB
3 FT (0.9 M) MIN
RUNOFF ,�� \
GAP BETWEEN BAGS �
ACTS AS SPILLWAY GRAVEL LAYERS OF SAND BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS-E 1
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4 x 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
e W/
_I = 4 x 4 TRENCH (10 CM)
2. ATTACH THE FILTER FABRIC 3. BACKFILL AND COMPACT THE
AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL.
III I , I FILTER FABRIC
_ I I-
'�-
-I1IJ=
SILT FENCE E2
NOT TO SCALE
y 1r�
TO"
NOTE:
INSTALL FIBER ROLL
y ALONG A LEVEL CONTOUR,
SLOPE
FIBER ROLL SPACING TABLE
SLOPE
INCLINATION
FIBER ROLL
SPACING
1:4 OR LESS
6m (20 FT)
1:4 TO 1:2
4.5m (15 FT)
1:2 OR MORE
3m (10 FT)
5
0 5 10 15
(((N
SCALE 1" 5 FT
FIBER
ROLLS
y
FIBER
ROLLS
E3
NOT TO SCALE
AS "$�'�
DESIGNED BY:
\
BY:
y
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS — PUBLIC WORKS
DEPARTEMNT
ERIN RIST
RV
RIST
aq
FIBER ROLL SPACING
MEASURED ALONG THE
SUPERVISION OF
RECOMMEND D
01
A E
FACE OF THE SLOPE
EROSION CONTROL PLAN FOR:
PER SPACING TABLE
DATE: `i-I'l�
A/,
.
BELOW
/
SLOPE
FIBER ROLL SPACING TABLE
SLOPE
INCLINATION
FIBER ROLL
SPACING
1:4 OR LESS
6m (20 FT)
1:4 TO 1:2
4.5m (15 FT)
1:2 OR MORE
3m (10 FT)
y
INSTALL A FIBER ROLL NEAR
SLOPE WHERE IT TRANSITIONS
INTO A STEEPER SLOPE
FIBER ROLL
Rlrm MIN
CONSTRUCTION LEGEND -EC
D� E1% LSC- 6 /SC -8)
E2 SILT FENCE (SC -1) PER DET
E2/ SHT 3
QFIBER ROLLS (SC -5) PER DET
E3/ SHT 3
E4 SLOPE STABILIZATION (SS -4)
CROSS -REF CALTRANS CONSTRUCTION
BEST MANAGEMENT PRACTICES
EROSION CONTROL LEGEND
® GRAVEL BAGS (SC -6 &
SC -8) PER DET E1/ SHT 3
- -o o SILT FENCE (SC -1) PER DET
E2/ SHT 3
—FR FIBER ROLLS (SC -5) PER DET
E3/ SHT 3
SLOPE STABILIZATION (SS -4)
-' HY&COSEED oR swsrA•LL
PEAMAA(Emr LAA/GScA "At&
CROSS -REF CALTRANS CONSTRUCTION BEST
MANAGEMENT PRACTICES
PERMEABLE PAVERS (LE. ORCO AQUA
BRIC OR EQUIVALENT, APPROVED BY
THE CITY) WITH Y -112" WIDE JOINTS,
PER MANUFACTURER'S SPECS
III -1 I 1 =iii— —i
2" OF 1/4" - 3/8" 6" OF 112" - 314"
ROCK FOR LEVELING, OF CRUSHED ROCK,
ASTM # 8 ASTM 157
TYPICAL DESIGN SECIHMI
PERMEABLE PAVERS
> �--� I' ��pp
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DRAWING NO. (�
ZW
12161 -SG W°
SHEET 3 OF 3 im
DATE: 3/27/15
CONTROL PLAN
M �- MAX 1.2m F(4 Fr)
5
0 5 10 15
(((N
SCALE 1" 5 FT
FIBER
ROLLS
.
E3
NOT TO SCALE
AS "$�'�
DESIGNED BY:
DRAWN
BY:
CHECKED BY:
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS — PUBLIC WORKS
DEPARTEMNT
ERIN RIST
RV
RIST
aq
PLANS PREPARED UNDER
SUPERVISION OF
RECOMMEND D
01
A E
EROSION CONTROL PLAN FOR:
DATE: `i-I'l�
A/,
.
RUNAGER PROPERTY
C
R.C.E. NO.: 65122
MASIH MAHER
BY:
GLWN PRIUM
195 GRANDVIEW STREET, ENCINITAS,
APN NO. 254 - 022 -32
CA. 92024
sT pATi6
:101 Lvn �.9n�9
ERIN RIST
EXP. 9/30/15
DATE:
DATE:
P1 euwr_ recF Kin. cnp N/A
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DRAWING NO. (�
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SHEET 3 OF 3 im
DATE: 3/27/15