2017-13291 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 "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION" PREPARED
BY GEOTECHNICAL EXPLORATION, INC., DATED MAY 12, 2016, AND UPDATED DATED JOB # 16 -11087
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. 13291 -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 NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DORIAN LYTLE AT 858 361-1776,24 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
LOCATIONS
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT 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.
T 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 DISCHARGIS
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
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.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER
ON -SITE CONSTRUCTION MATERIAL STORAGE
I,JAIME A. CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
GREG AND NADIA SAGER
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONCRETE WASHOUT
405 3RD STREET, ENCINITAS, CA 92024 A S
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT
619.696.1400 B S
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WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE
Q s
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE
SITE ADDRESS
SITE
WASHOUT LOCATION.
405 3RD STREET, ENCINITAS, CA 92024 O p
TRAINING
APN 258 - 085 -12 v E S
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CONSTRUCTION SITE ACCESS
Z 2
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
LEGAL DESCRIPTION
r
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
JOB #: 16 -11087
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LOT 16 IN BLOCK 21, IN THE CITY OF ENCINITAS, COUNTY OF
Z
PANELS /PLATES.
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP H
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
CONSTRUCTION VEHICLES
THEREOF NO. 148, FILED IN THE OFFICE OF THE COUNTY
m
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
RECORDER OF SAN DIEGO COUNTY ON JUNE 12, 1983
1
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
OWNER'S CERTIFICATE J
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
�
S
EROSION CONTROL
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR (f)
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES, SLOPED SURFACES ESPECIALLY SHALL BE
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
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PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
THE SITE.
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
SURFACES.
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
OUT OF, OR ANY MANNER CONNECTED DIRECTLY INDIRECTLY WITH ANY
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
ACTS OMI SSIONS OF OWNER OR OWNER'S AGENTSS, , EMPLOYEES,
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
CONTRRAA CTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
UNNECESSARILY; THEY HELP DECREASE EROSION.
FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
RCE EXPIRES DECEMBER 31, 2018q C VI _a��
CONNECTED DIRECTLY OR INDIRECTLY THE PERMIT OR APPROVED PLANS
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
WITHIN THE PRIVATE PROPERTY OR PUBBLLIC EASEMENTS.
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
SIGNATURE r�Ij!1 i /Z}� /�
G G S DD TE NADIAi SAG DATE
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
A FE DR.
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VICINITY MAP
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WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
SOILS ENGINEER'S CERTIFICATE
ON -SITE CONSTRUCTION MATERIAL STORAGE
I,JAIME A. CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL 29, 2016 AND
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
FOR AN UPDATE ON MAY 12, 2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY;
KEPT ON -SITE, STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE; I
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
REPORT FORJRLSPROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.�yJ
SIGNED:
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
RCE NO.: 34422/G.E. 2007
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
EXP. DATE: SEPTEMBER 30, 2017 ,"," '
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
JOB #: 16 -11087
WASTE MANAGEMENT
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CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
GEOTECHNICAL EXPLORATION, INC.
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
7420 TRADE STREET, SAN DIEGO, CA 92121
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
PHONE 858.549.7222, FAX 858.549.1604
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
STATEMENT OF ENGINEER OF WORK
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
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
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
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
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
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
SITE.
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
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
I? FESS /O
SURFACES.
SIGNATURE: DATE: 6 -2,3-17 F��ql��
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
9 ANK FLOREZ
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ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FLOREZ ENGINEERING, INC.
NO. 5555 z
11440 W. BERNARDO COURT, SUITE 157, SAN DIEGO, CA 92127
Wa EXP. 12/31/18
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
PHONE 858.229.2493, FAX 858.695.9492 * Q
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
RCE EXPIRES DECEMBER 31, 2018q C VI _a��
NOTIFICATIONS Cr
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE EARTHWORK DATA
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.1% H: 1.9% V
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MAXIMUM VERTICAL DEPTH OF CUT = 1'
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S MAXIMUM VERTICAL DEPTH OF FILL = 0'
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: CUT = 90 C.Y. FILL = 00 C.Y.
A. SEWERS - CSD - (760)- 633 -2770 IMPORT /EXPORT = 90 C.Y.
B. GAS &ELECTRIC - SDGE - (760)- 438 -6200 REMEDIAL = 90 C.Y. (1' REMOVAL AND RECOMPACTION UNDER AND 0' OUTSIDE OF BUILDING AREAS)
C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BMP PROJECT STATUS
PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK STANDARD
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,610 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4,127 SQFT
DECREASE IN IMPERVIOUS AREA: 483 SQFT
IMPERVIOUS AREA REPLACED: 483 SQFT
I FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
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CO SEWER CLEANOUT
CONC CONCRETE
CL CENTER LINE
I FF FINISH FLOOR
FG FINISH SURFACE
FS FINISH SURFACE
DWY DRIVEWAY
R/W RIGHT -OF -WAY
SMH SEWER MANHOLE
FL FLOW LINE
MAX MAXIMUM
TC TOP OF CURB
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EXTRA STRENGTH FILTER
FABRIC NEEDED WITHOUT
WIRE MESH SUPPORT
STEEL OR WOOD POST
EROSION CONTROL PLAN
SCALE: 1" = 10'
STEEL OR WOOD POST
36" (1M) HIGH MAX.
PONDING HEIGHT
f
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ATTACH FILTER FABRIC SECURELY — TO UPSTREAM SIDE OF POST-7 • . GRAVEL FILLED BAGS
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CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6 ".
12" MIN. UNLESS
OTHERWISE SPECIFIED
BY SOILS ENGINEER
SECTION B -B
STACKED TIGHTLY
12 "MIN PLAN VIEW
(300mm)
i 4X6 (100 X 150MM) NOTES.
TRENCH WITH
1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING SEGMENTS,
10' (3M) MAXIMUM SPACING WITH WIRE COMPACTED BACKFILL WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.
SUPPORT FENCE 6' (1.8M) MAXIMUM TRENCH DETAIL BAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH
SPACING WITHOUT WIRE SUPPORT FENCE NTS 2. GRAVEL, LAYERED AND PACKED TIGHTLY.
LEAVE A ONE GRAVELBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR
NOTES: 3. OVERFLOW.
1.— SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2.— INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT.
NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT 4• SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY
3.— REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT IMMEDIATELY.
OFF —SITE AND CAN BE PERMANENTLY STABILIZED.
SILT FENCE GRAVEL BAG BARRIER
NTS NTS
NO SCALE
GRAVEL FILLED
SANDBAGS ARE
STACKED TIGHTLY
FILTER FABRIC
M.
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE:
o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL
OR STREET
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST.•
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS /HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1009
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 1009 COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE
CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT
A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERSTYPES AND
COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
0. 20 LBS. PER ACRE OF ROSE CLOVER
b. 20 LBS. PER ACRE OF ZORRO FESCUE
C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA
d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 112 LB. PER ACRE OF DIMORPHOLECA
9. ITEMS C,D,E, AND F OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
h. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 LBS PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
509 OF THE STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0,
WITH 159 SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
0. TRACK WALKING SLOPES STEEPER THAN 6:1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A OR B
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT
NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
"GRADED, DISTURBED, OR ERODED AREAS TO BE TREATED WITH
NON — IRRIGATED HYDROSEED MIX SHALL RECEIVE AND INTERIM BINDER /
TACKIFIER AS NEEDED BETWEEN APRIL 2ND AND AUGUST 31ST FOR
DUST — EROSION CONTROL WITH SUBSEQUENT APPLICATION OF HYDROSEED
MIX DURING THE RAINY SEASON BETWEEN OCTOBER 1ST AND APRIL 1ST."
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. LEGEND
BACK OF SIDEWALK
BACK
OCURB OF
INLET CURB
PONDING HEIGHT CURB INLET OPENING
c� ° °
a ° ~-
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SPILLW,4Y
�\ CURB INLET
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PLAN VIEW
CURB INLET BARRIER
NTS
SECTION A - A
Florez Engineering, Inc.
J •Civil Engineering & Planning
+� E� 11440 W Bernardo Ct, Ste 157
SAN DIE60 CA, 92127
Ph- 858.229.1493, Fax - 858.695.9491
w w w. fl orezengine ering. com
SYMBOL
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0000
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WM -1
WM -2
WM -4
Wm-5
WM -6
WM-8
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NS -3
NS -8
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SC -7
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CALTRANS #
SILT FENCE
SC -1
GRAVEL BAGS
SC -6
SC -8
STABILIZED CONSTRUCTION ENTRANCE
TC -1
MATERIAL DELIVERY AND STORAGE
WM -1
W
WITH AS REQUIRED
MATERIAL USE
WM -2
TO ACCOMMODATE
ANTICIPATED TRAFFIC.
SPILL PREVENTION AND CONTROL
WM -4
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SOLID WASTE MANAGEMENT
WM -5
TEMPORARY PIPE
B
HAZARDOUS WASTE MANAGEMENT
WM -6
CULVERT AS NEEDED
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50' MIN OR FOUR TIMES THE CIRCUMFERENCE
CONCRETE WASTE MANAGEMENT
WM -8
h
OF THE THE LARGEST CONSTRUCTION VEHICLE
k
TIRE, WHICHEVER IS GREATER.
SANITARY WASTE MANAGEMENT
WM -9
W
NOTECONSTRUCTION SEDIMENT BARRIER AND
PAVING AND GRINDING OPERATIONS
NS -3
CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE.
VEHICLE AND EQUIPMENT CLEANING
NS -8
DETAIL:
STABILIZED
CONSTRUCTION
ENTRANCE
CONCRETE CURING
NS -12
NO SCALE
STREET SWEEPING
SC -7
WIND EROSION CONTROL
WE -1
BACK OF SIDEWALK
BACK
OCURB OF
INLET CURB
PONDING HEIGHT CURB INLET OPENING
c� ° °
a ° ~-
° SPILLWAY SIDEWALK
SPILLW,4Y
�\ CURB INLET
6► A
PLAN VIEW
CURB INLET BARRIER
NTS
SECTION A - A
Florez Engineering, Inc.
J •Civil Engineering & Planning
+� E� 11440 W Bernardo Ct, Ste 157
SAN DIE60 CA, 92127
Ph- 858.229.1493, Fax - 858.695.9491
w w w. fl orezengine ering. com
SYMBOL
D
0000
0000
WM -1
WM -2
WM -4
Wm-5
WM -6
WM-8
Wm-9
NS -3
NS -8
NS-12
SC -7
WE-1
N0.55555
EXR 12/31/18
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APPROVED PERVIOUS
PAVERS W/ MIN. 3/8" VOID
VOID FILLER - 1/8" TO 3/8"
(NO. 8) AGGREGATE IN VOIDS
BEDDING COURSE - 2" THICK OF 1/8" TO
3/8" (NO. 8) AGGREGATE
CHOKER COURSE - 4" THIC OF
3/8" TO 1/2" (NO. 57) CRUSHED ROCK
2"
MIN. 6" THICK OF 3/4" 4" _
CRUSHED ROCK
6"
SOIL SUBGRADE
NOTES:
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
3" POND G
18" AMENDED SOIL
3" WASH PEA GRAVEL
12" GRAVEL
4" THICK PRE -FAB OR (FRP)
FIBERGLASS REINFORCED PLASTIC
►'
'SI
DETAIL 'A" TYPICAL
NOT TO SCALE
NOT TO SCALE
BUILDING WALL
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE
SOURROUNDING GRADE ---�
18" AMENDED SOIL
3" WASH PEA GRAVEL
12" GRAVEL
6 "X16" PCC FLUSH CURB
OR DEEPENED G -1 CURB
BUILDING WALL
#4 REBAR AT 12" O.C.
HORIZONTAL & VER77CAL
3" PERFORATED PIPE
IM 18" DEEP "SANDY LOAM"
MIX SHALL CONTAIN 50 TO
SAND 20 TO 30% TOPSOIL.
Old SHEET 2
5"
BUILDING WALL —\
4" THICK PRE -FAB OR
(FRP) FIBERGLASS
REINFORCED PLASTIC
5"
f f
2x WALL PER ARCH PLAN
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BENCHMARK
SCALE
PER SDRSD G -30
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ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC: WORKS DEPARTMENT
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DESCRIPTION: BEING A BRASS DISC IN THE
TOP OF THE CURB, BENCMARK# 1032
LOCATION EAST SIDE OF VULCAN AVENUE 200'
NORTH OF E STREET
RECORD FROM: SURVEY CONTROL ROS# 18416
ELEVATION: 92.004' DATUM: NAVD'88
HORIZONTAL: AS SHOWN
VERTICAL: AS SHOWN
PLANS PREPARED UNDER SUPERVISION OF
DATE: g
R.C.E. NO.: 55555
E GINEER'S AME EXP.: DEC. 31, 2018
RECOMMENDED: APPR VED:
JESSE OWENS sroomoa 4.. MAGDosKJ
a/l3 /a
DATE DATE ' ^ —'
GRADING PLAN FOR:
405 3rd STREET, ENCINTAS, CA 92024
FLAGG COASTAL HOMES
APN 258- 085 °12 ^ 00
PLANNING CASE NO: 16 -128
FINISH FLOOR ELEVATION =69.33
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GUTTER, SIDEWALK
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AND LANDSCAPE TO
SECTION A -A
NOTES:
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
3" POND G
18" AMENDED SOIL
3" WASH PEA GRAVEL
12" GRAVEL
4" THICK PRE -FAB OR (FRP)
FIBERGLASS REINFORCED PLASTIC
►'
'SI
DETAIL 'A" TYPICAL
NOT TO SCALE
NOT TO SCALE
BUILDING WALL
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE
SOURROUNDING GRADE ---�
18" AMENDED SOIL
3" WASH PEA GRAVEL
12" GRAVEL
6 "X16" PCC FLUSH CURB
OR DEEPENED G -1 CURB
BUILDING WALL
#4 REBAR AT 12" O.C.
HORIZONTAL & VER77CAL
3" PERFORATED PIPE
IM 18" DEEP "SANDY LOAM"
MIX SHALL CONTAIN 50 TO
SAND 20 TO 30% TOPSOIL.
Old SHEET 2
5"
BUILDING WALL —\
4" THICK PRE -FAB OR
(FRP) FIBERGLASS
REINFORCED PLASTIC
5"
f f
a.4
4
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FOOTING PER
ARCH PLAN
n °
DETAIL "C" TYPICAL
NOT TO SCALE
Foloy, 01 00111A WITEM : O A
OVERFLOW (SET 2" BELOW
SPLASH ROCK BLOCK TOP OF PLANTER)
IMPERMEABLE LINER SIDE
AND BOTTOM MIRAFI
1160N OR SIMILAR
3" POND/NG
#4 REBAR AT 12" O.C. +++ +* + + + + + + + + '
++
HORIZONTAL& VERTICAL *. *. *. *. *. *. *... *..... *. *. *.*
...............
...............
................
3" PERFORATED PIPE
18" AMENDED SOIL
++
3" WASH PEA GRAVEL
12" GRAVEL
a PAVERS DRIVEWAY
n e.
3" PVC ® 0.5 -1% DRAIN
OUT TO PAVERS DRIVEWAY
3.0' MIN
BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 TO
607. SAND, 20 TO 30% COMPOST OR HARDWOOD MULCH, AND 20 TO 307. TOPSOIL.
PLANTER BOX SIZE PER PLAN ON SHEET 2
DETAIL "D" TYPICAL BUILDING WALL
DOWNSPOUT FROM ROOF
SPLASH ROCK BLOCK
DEEP ROOTED, DENCE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
8 " -12" GRATED OVERFLOW INLET
�D SURFACE FLOW
NOT TO SCALE
14 REBAR AT 12" O.C.
HORIZONTAL & VERTICAL
3" PERFORATED PIPE
4 a e 12" TO 18" HIGH
4 ,
+ + + +
* + + + + ++ + . + * * ++ * + * + OUTLET PIPE TO SD CURB
.1+++++++++.+++++++.+%+++++
.4 + + + ++ + + ++ + + . .+ +
+ + ++ + + + + + + + + ++ + ++ ++ + + + + + + + + + + + +.e
#4 REBAR AT 12" O.C.
HORIZONTAL & VERTICAL
4
p4, e
4 BIORETENTION ENGINEERED SOIL LAYER SHALL BE
MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH
NO CONTENT. ONTAIN 50 TO 60% SAND, O % M
TO 3000MPOST
4 DEEPENED F007INGS 4.0'MIN OR HARDWOOD MULCH, AND 20 TO 307. TOPSOIL.
IN THE FOUNDATION -,
I
`I
I
I.
I.
I
SAWCUT LINE,
JOIN EXIST (67.92T(
67.31FL
TYPE A, CURB RAMP
PER SDRSD C -27
A
(67.33FS)
A
NOTE
EXISTING CONCRETE
CRACKED SIDEWALK
TO BE REPLACED
SIDEWALK BE REPLACED
FROM JOINT TO JOINT
APPROXIMATE SAWCUT
LINE, JOIN EXIST (TYP) ,
is
i
TRUNCATED DOME
2x WALL PER ARCH PLAN
J. u
Co
BENCHMARK
SCALE
PER SDRSD G -30
Ur 1tf1NtU t5v:
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ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC: WORKS DEPARTMENT
d
a
a
67.82FS
w
w
w
DESCRIPTION: BEING A BRASS DISC IN THE
TOP OF THE CURB, BENCMARK# 1032
LOCATION EAST SIDE OF VULCAN AVENUE 200'
NORTH OF E STREET
RECORD FROM: SURVEY CONTROL ROS# 18416
ELEVATION: 92.004' DATUM: NAVD'88
HORIZONTAL: AS SHOWN
VERTICAL: AS SHOWN
PLANS PREPARED UNDER SUPERVISION OF
DATE: g
R.C.E. NO.: 55555
E GINEER'S AME EXP.: DEC. 31, 2018
RECOMMENDED: APPR VED:
JESSE OWENS sroomoa 4.. MAGDosKJ
a/l3 /a
DATE DATE ' ^ —'
GRADING PLAN FOR:
405 3rd STREET, ENCINTAS, CA 92024
FLAGG COASTAL HOMES
APN 258- 085 °12 ^ 00
PLANNING CASE NO: 16 -128
FINISH FLOOR ELEVATION =69.33
w
w 2.0%
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EXIST TREES, CURB,®
EXTERIOR GRADE
\-8-
EXISTING
TRUNCATED DOME
AND LANDSCAPE TO
PAVEMENT
PER SDRSD G -30
PROTECT IN PLACE
CMU WALL (SOLID oo
I'
EXIST TREES, CURB,
GROUT) PER ARCH PLAN
GUTTER, SIDEWALK
y
AND LANDSCAPE TO
SECTION A -A
PROTECT IN PLACE
NOT TO SCALE
MIRACLE
PAD ELEVATION = 67.08
a.4
4
'4a
FOOTING PER
ARCH PLAN
n °
DETAIL "C" TYPICAL
NOT TO SCALE
Foloy, 01 00111A WITEM : O A
OVERFLOW (SET 2" BELOW
SPLASH ROCK BLOCK TOP OF PLANTER)
IMPERMEABLE LINER SIDE
AND BOTTOM MIRAFI
1160N OR SIMILAR
3" POND/NG
#4 REBAR AT 12" O.C. +++ +* + + + + + + + + '
++
HORIZONTAL& VERTICAL *. *. *. *. *. *. *... *..... *. *. *.*
...............
...............
................
3" PERFORATED PIPE
18" AMENDED SOIL
++
3" WASH PEA GRAVEL
12" GRAVEL
a PAVERS DRIVEWAY
n e.
3" PVC ® 0.5 -1% DRAIN
OUT TO PAVERS DRIVEWAY
3.0' MIN
BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 TO
607. SAND, 20 TO 30% COMPOST OR HARDWOOD MULCH, AND 20 TO 307. TOPSOIL.
PLANTER BOX SIZE PER PLAN ON SHEET 2
DETAIL "D" TYPICAL BUILDING WALL
DOWNSPOUT FROM ROOF
SPLASH ROCK BLOCK
DEEP ROOTED, DENCE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
8 " -12" GRATED OVERFLOW INLET
�D SURFACE FLOW
NOT TO SCALE
14 REBAR AT 12" O.C.
HORIZONTAL & VERTICAL
3" PERFORATED PIPE
4 a e 12" TO 18" HIGH
4 ,
+ + + +
* + + + + ++ + . + * * ++ * + * + OUTLET PIPE TO SD CURB
.1+++++++++.+++++++.+%+++++
.4 + + + ++ + + ++ + + . .+ +
+ + ++ + + + + + + + + ++ + ++ ++ + + + + + + + + + + + +.e
#4 REBAR AT 12" O.C.
HORIZONTAL & VERTICAL
4
p4, e
4 BIORETENTION ENGINEERED SOIL LAYER SHALL BE
MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH
NO CONTENT. ONTAIN 50 TO 60% SAND, O % M
TO 3000MPOST
4 DEEPENED F007INGS 4.0'MIN OR HARDWOOD MULCH, AND 20 TO 307. TOPSOIL.
IN THE FOUNDATION -,
I
`I
I
I.
I.
I
SAWCUT LINE,
JOIN EXIST (67.92T(
67.31FL
TYPE A, CURB RAMP
PER SDRSD C -27
A
(67.33FS)
A
NOTE
EXISTING CONCRETE
CRACKED SIDEWALK
TO BE REPLACED
SIDEWALK BE REPLACED
FROM JOINT TO JOINT
APPROXIMATE SAWCUT
LINE, JOIN EXIST (TYP) ,
is
i
TRUNCATED DOME
DESCRIPTION
APPROVED
A
Co
BENCHMARK
SCALE
PER SDRSD G -30
Ur 1tf1NtU t5v:
UI(HVVIN t5r:
l:rltUrCtU br:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC: WORKS DEPARTMENT
DRAWING NO.
NM /AP
VNM /AP
67.82FS
e
A . 4
l
DESCRIPTION: BEING A BRASS DISC IN THE
TOP OF THE CURB, BENCMARK# 1032
LOCATION EAST SIDE OF VULCAN AVENUE 200'
NORTH OF E STREET
RECORD FROM: SURVEY CONTROL ROS# 18416
ELEVATION: 92.004' DATUM: NAVD'88
HORIZONTAL: AS SHOWN
VERTICAL: AS SHOWN
PLANS PREPARED UNDER SUPERVISION OF
DATE: g
R.C.E. NO.: 55555
E GINEER'S AME EXP.: DEC. 31, 2018
RECOMMENDED: APPR VED:
JESSE OWENS sroomoa 4.. MAGDosKJ
a/l3 /a
DATE DATE ' ^ —'
GRADING PLAN FOR:
405 3rd STREET, ENCINTAS, CA 92024
FLAGG COASTAL HOMES
APN 258- 085 °12 ^ 00
PLANNING CASE NO: 16 -128
13291 -SG
N
A®
CORE) - ul
EXIST TREES, CURB,®
FRANK FLOREZ DATE
6796FS
GUTTER, SIDEWALK
AND LANDSCAPE TO
VIEWER INSPECTOR GINEER
(67.9 TC)
PROTECT IN PLACE
I'
EXIST TREES, CURB,
GUTTER, SIDEWALK
y
AND LANDSCAPE TO
PROTECT IN PLACE
EXIST "1929
MIRACLE
DOWNSPOUT FROM ROOF
OVERFLOW (SET 2" BELOW
SPLASH ROCK BLOCK TOP OF PLANTER)
IMPERMEABLE LINER SIDE
AND BOTTOM M1RAFI
1160N OR SIMILAR
3" PONDING
+ * # + # * # * } * } * } * } * }*
.
**
} ++ };+ } } }
* +*# 18" AMENDED SOIL
3" WASH PEA GRAVEL
12" GRAVEL
n.
° 4" THICK PRE -FAB OR (FRP)
FIBERGLASS REINFORCED PLASTIC
3" PVC
3.0' MIN
CONSTRUCTION"
I' STAMP TO BE
PROTECTED IN PLACE
I
C
TYPE A, CURB RAMP DETAIL
PER SDRSD G -27
SCALE: 1 " = 10'
3" PVC ® 0.5 -1% DRAIN
IT TO PAVERS DRIVEWAY
BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50 TO
60% SAND, 20 TO 30% COMPOST OR HARDWOOD MULCH, AND 20 TO 301- TOPSOIL.
PLANTER BOX SIZE PER PLAN ON SHEET 2
DETAIL "E" TYPICAL
NOT TO SCALE
`� �:Z.�717.7P1�i41�➢
Florez Engineering, Inc.
aJ Civil Engineering & Planning
11440 W Bernardo Ct, Ste 157
SANDIE60CA, 92127
Ph- 858.219.1493, Fax - 858.695.9492
w w w. fl orezengine Bring. rom
N0.55555
EXP. 12/31/18
CP
CHANGE NO.
DESCRIPTION
APPROVED
A
DATE
BENCHMARK
SCALE
-� AS -BUILT
Ur 1tf1NtU t5v:
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ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC: WORKS DEPARTMENT
DRAWING NO.
NM /AP
VNM /AP
A
REPLACED DETAIL B, ADDED DETAILS D AND E.
l
DESCRIPTION: BEING A BRASS DISC IN THE
TOP OF THE CURB, BENCMARK# 1032
LOCATION EAST SIDE OF VULCAN AVENUE 200'
NORTH OF E STREET
RECORD FROM: SURVEY CONTROL ROS# 18416
ELEVATION: 92.004' DATUM: NAVD'88
HORIZONTAL: AS SHOWN
VERTICAL: AS SHOWN
PLANS PREPARED UNDER SUPERVISION OF
DATE: g
R.C.E. NO.: 55555
E GINEER'S AME EXP.: DEC. 31, 2018
RECOMMENDED: APPR VED:
JESSE OWENS sroomoa 4.. MAGDosKJ
a/l3 /a
DATE DATE ' ^ —'
GRADING PLAN FOR:
405 3rd STREET, ENCINTAS, CA 92024
FLAGG COASTAL HOMES
APN 258- 085 °12 ^ 00
PLANNING CASE NO: 16 -128
13291 -SG
CORE) - ul
FRANK FLOREZ DATE
SHEET 4B OF 4
VIEWER INSPECTOR GINEER
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