2010-10501 G (Plans) RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER GATE
BLAIR A. AND LYNDA J. NICHOLAS
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON CONCRETE
WASHOUT 845 STRATFORD KNOLL, ENCINTITAS, CA 92024 WILDFLOWER
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE PHONE NUMBER: (760)402-0488
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, VALLEY DRIVE
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY PLASTER AND THE LIKE INTO THE STORMWATER
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS N
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S POST A SIGN DESIGNATING THE WASHOUT LOCATION. 3177
WILDFLOWER SUMMIT, ENCINITAS, CA 92024
DRAINAGE NOTE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR APN 264-270-20 0
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS ROA
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED
FOR VEHICLES EGRESS AND INGRESS TO PREVENT SUMMIT
WILDFLOWER
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWERS -CSD-(760)-633-2770 TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING
MATERIAL SUCH AS 3"CRUSHED ROCK AND/OR CORRUGATED STEEL LEGAL DESCRIPTION
AN APPROVED DRAINAGE FACILITY. B. GAS & ELECTRIC-SDGE-(760)-438-6200 PANELS/PLATES. Q SITE
C. WATER-SAN DIEGUITO WATER DISTRICT-1-800-227-2600 LOT 7 OF MAP 14928 7
UTILITY NOTE D. TELEPHONE-SBC BELL-(760)-489-3411 CONSTRUCTION VEHICLES IN THE CITY OF ENCINITAS,
E. CABLE TV- COX COMMUNICATIONS-(760)- STATE OF CALIFORNIA 806-9809 X-2233 A SPECIFIC AREA AWAY FROM GUTTERS
AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES RANCHO LONE VICINITY MAP
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING,VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL
BE MADE OFF-SITE. SANTA FE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY ROAD NO SCALE
GENERAL NOTES WORK ON THIS PROJECT. PHONE: (760)-633-2770. EROSION CONTROL OWNER'S CERTIFICATE THOM. BROS. PG.
1048 C-5 T�
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE �HJ
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- PROTECTED
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
FOR PUBLIC WORKS CONSTRUCTION,THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ADEQUATE GROUND
COVER VEGETATION, AND BONDED FIBER MATRIX. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REJECTION AND REMOVAL._ GRADING ACTIVITY AND ADVISE ON
THE COMPACTION AND STABILITY OF
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
THE SITE.
INSPECTION.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL 0
2. THE SOILS REPORTS TITLED "LIMITED SITE SPECIFIC SOIL INVESTIGATION"AND"STRUCTURAL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES.
SECTION DESIGN" LOCATED AT 3177 NARCISSUS SUMMIT, ENCINITAS, CA, FOR THIS PROPERTY EROSION CONTROL
PREPARED BY B&B ENGINEERING, INC. DATED 02-18-10 AND 7-16-10,AS PROJECT#NIC 1209-U AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN SIGNATURE I BF ��f/l ° j ! DATE: AIC,pl
PROJECT#NIC 710-PAV SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BLAIR LIGGATT AT(858)692-4008, PHASES
TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS BLAIR A. NICHOLAS
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED 24 HOURS A DAY. UNNECESSARILY;THEY HELP DECREASE EROSION.
IN SAID REPORTS. 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 TEMPORARY VEGETATION MUST PLANTED ON SLOPES WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR SOILS ENGINEER'S CERTIFICATE
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. GRASSES TO SHIELD AND BIND THE SOIL.
CONSTRUCTION OF TEMPORARY EROSION CUNTROL MEASURES WHEN RAIN IS IMMINENT. I, STEPHEN PETER A REGISTERED CIVIL ENGINEER IN THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
ARE COMPLETE. THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY ME OR UNDER MY DIRECTION ON 118110 AND FOR
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT ENGINEERING INSPECTOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
AN UPDATE ON N/A . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,WITH MY
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
THE CITY ENGINEER. FURTHERMORE, I HAVE
REPLACED OR REPAIRED TO CONDITION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ON-SITE CONSTRUCTION MATERIAL STORAGE REVIEWE
D THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
EXISTING PRIOR TO GRADING. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE
TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL REPORT FOR THIS PROJE T HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF
STORMWATER FROM STOCKPILES SIGNED:
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN 7s r _E p
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS,ASPHALT
CONCRETE, AGGREGATE BASE, ETC. `' 4�' � �p
ENGINEER OR A LICENSED LAND CIRCUMSTANCES WHICH MAY ARISE. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM
DRAIN RCE NO.: ��G�i?z
SURVEYOR. INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A 4 �
`
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO EXP DATE: lI
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. -� gm
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. i
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 TRAINING JOB#: NIC 1209-U &NIC 710-PAV
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON. CONTRACTORS'EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIARVs �`
B&B ENGINEERING, INC.
WTH THE CITY OF ENCINITAS STORMWATER POI LUTION CONTROL REQUIREMENTS.THESE BMP NOTES SHALL BE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2)MILE OF A STRUCTURE FOR HUMAN AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS)AND THE PRIME
CONTRACTOR MUST INFORM 1611-A SOUTH MELROSE DRIVE,#285,VISTA, CA 92081
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M.AND 7:30 A.M. NOR ON 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
PHONE NUMBER: (760)945-3150
.SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
SLOPE AT THE CONCLUSION OF EACH WORK DAY. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WASTE MANAGEMENT
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL CITY INSPECTOR, MEETING HAS BEEN WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40 CONTRACTOR
SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
HELD E RTE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ° O ( MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE STATEMENT OF ENGINEER OF WORK
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE /°). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONVEYANCE SYSTEM
IS STRICTLY PROHIBITED.
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING(760)633-2770. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGINEER SHALL COMPLY WITH
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED STANDARDS
AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION.THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMF NOTES RULES
AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS,TO THE EXTENT THAT THE ENGINEER
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
WITH ANY TRASH MATERIAL. CONTROLS SUCH PERFORMANCE.THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE
TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS,WATER-BASED PAINTS,VEHICLE
FLUIDS, BROKEN ASPHALT AND
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE
MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION"SHALL DRAIN SYSTEM. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE.
FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
BE PROVIDED STATING: "THE GRADING UNDER PERMIT MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT(800)714-1195. FOR INFORMATION ON LANDFILLS
AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
NO. 10501-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL INJ
URY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISMER
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ORDER DUMPSTERS CALL EDCO AT(760)436-4151. AGENTS OR EMPLOYEES ACTING WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
OPERATION. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES SITE.
AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
12.ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
SIGNATURE: ��.1p DATE: e� -�"'
AND/OR THE TURF/LANDSCAPED AREAS. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL ROBERT
O. SUKUP
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS O
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SURFACES. O
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
THE SEA BRIGHT COMPANY O
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/6MP. 4322
SEA BRIGHT PLACE, CARLSBAD,CA 92008 `
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE PHONE NUMBER: (760)720-0098 °
+ O
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE N
FOR THEIR INTENDED USE. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 %CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE RCE NO.: 28302 EXPIRES:03/31112
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
3 1
--3
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE :.� t�1'�
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE IT TO AN ADEQUATE IMP/BMP. '
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT(760)633-2770.
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID aYlL �� O
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED '-'
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL IMPERVIOUS AREA '"� W
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT WITHOUT A PERMIT FROM THE CITY. IMPERVIOUS AREA PRIOR
TO CONSTRUCTION: 0 SOFT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. IMPERVIOUS AREA AFTER CONSTRUCTION: 26,518 SOFT >
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
INCREASE IN IMPERVIOUS AREA: 26,518 SOFT Q
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE IMPERVIOUS AREA REPLACED: 0 SOFT m
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
a_
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
O
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE D
RIVEWAY AREA OF 7,713 S.F. IS INCLUDED U
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
IN THE ABOVE TOTAL.THE DRIVEWAY IS
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS, SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
CONSTRUCTED OF PAVERS, WITH SAND
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE BEDDING BELOW.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW"ROLLING OF THE DUMPSTER IN
U'
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
BMP PROJECT STATUS
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT THROUGH AN ADEQUATELY SIZED OIL/GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
m
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
Q
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
W
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN REQUIRED FOR THIS STRUCTURE. L
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
ACCORDANCE WITH THE GRADING ORDINANCE. HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE Ld
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED AGREEMENT FOR PRIVATE STORMWATER
TREATMENT AND STORMWATER
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT EARTHWORK DATA POLLUTION CONTROL FACILITIES"
HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. STEEPEST EXISTING NATURAL SLOPE ON-SITE =2:1 RECORDED
ON ie!/ S o-
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY MAXIMUM VERTICAL DEPTH OF CUT=12' f
LLI
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MAXIMUM VERTICAL DEPTH OF FILL=8' AS DOC.#: �10(0-05339 a1'
Q
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN CUT=2,106 C.Y. FILL=450 C.Y. Z
FOREST MANAGEMENT PROGRAM.TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY EXPORT= 1,656 C.Y. PUBLIC WORKS PLANNING AND BUILDING PARKS
AND RECREATION OLIVENHAIN M. W. D. ENCINITAS FIRE DEPARTMENT
PROPERTY,OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED REMEDIAL =3,896 C.Y. (3' REMOVAL AND RECOMPACTION UNDER AND 5'OUTSIDE OF BUILDING
AREAS) V)
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING,
EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY Ld
TREE DRIP LINE AREA(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE y� Ld
CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, Z_
IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY �f'Q D 2 ��` /� �L ' °
s (' < �� U'
TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL SIGN DATE N DATE SJGN DATE
SIG V DATE SIGN DATE Z Ld
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED kDATE BENCHMARK SCALE CNAUG�-# lDEzcRjv-ffoW APF'0 � R. O. S. K.P.S. R. 0. S. GINEERING DEPARTMENT
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
ADDED SWIMMING POOL E LAMER N•w°Li10 DESCRIPTION: BENCHMARK NO. ENC-18 AS° V LT PLANS PREPARED UNDER SUPERVISION OF RECOMMEND-D:SN A V GRADING
PLAN FOR:
tr®T- o Io I& l4 LOCATION: 2.5" BRASS DISC IN CONC. 3 IL 13 21/10 WILDFLOWER ESTATES - LOT 7'ATT C " AC
E C Ge I 11 SLAB FOR F.H.. 800'NORTH OF a ENGINEER DATE: 07/ ^ ^ 10501 -G
HORIZONTAL: NIA .GIL`
LA-TUAL TO Ith" . Zr-IL A POOL END OF BUMANN RD VERTICAL: NIA R.C.E. NO.: 28302 MASIH MAHER PETER COTA- BLES NICH
OLAS RESIDENCE
ADOED PUTT N6 e�REEll AIYL 70ep koI RINp 1ZGAI2 I a I y RECORD FROM: CITY OF ENCINITAS 9 /2�( � L O /Q 7T&Q APN 264-270-20