2004-9264 G (Plans) GRADING NOTES NOTIFICATIONS ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, LANDSCAPING 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS
24%
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN MADE SLOPES). PARCELS 2 AND 3 OF PARCEL MAP N0. ENCINITAS, O CONSOLIDATED BY D
CONSTRUCTION. THE DESIGN CONSTRUCTION STANDARDS OF THE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR N0. 02- 210425, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO. STATE
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 10.2 FT AND THE MAXIMUM OF CALIFORNIA.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM VERTICAL HEIGHT OF FILL IS 10.4 FT
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. ON THESE PLANS, HOWEVER:
REQUEST FOR INSPECTION. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
3. A. AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 3.0' A.P.N.: 264 - 160 -60
2. THE SOILS REPORT TITLED "PRELIMINARY CKIE LA, C, C ITY OF B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) 0.4'
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES OF CUT AREA
OF CUT (S. F.)
INVESTIGATION AND LANDSLIDE STUDY, JAKIE LA
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SITE
ADDRESS
=
RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO
ENCINITAS" DATED JULY 22, 2°05 PREPARED BY VINJE , CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
JACKI LA OF FILL AREA OF FILL (S. F.
ET ENGINEERING, INC., "GRADING PLAN REVIEW, STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 2896 LONE
JACK RD
JACKIE LANE PROPERTY (APN 264 - 160 -60J, 2896 LONE JACK STORMWATER POLLUTION CONTROL BMP NOTES LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF ENCINITAS, CA 92024
ROAD, ENCINITAS, CA ", AND "UPDATE REPORT AND RESPONSE
TO THIRD PARTY REVIEW (DRAWING 926# -G) , 2896 LONE JACK WORK SOILS ENGINEER'S CERTIFICATE
ROAD, ENCINITAS, CALIFORNIA (APN 264 - 160 -60) DATED APRIL RELATIVE TO CONS TRUCTIONACTIVTnES OWNER/PERMITTEE A. SEWERS
- CSD (760) 633 -2770
26, 2006 SHALL BE CONSIDERED AS A PART OF THIS GRADING &L �(-�w.l: A REGISTERED CIVIL ENGINEER IN THE STATE OF
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE CONCRETE WASHOUT B GAS 6 ELECTRIC - SDG &E (800) 422 -4133 - DIG
ALERT I PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
B . RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL KEVIN 6 BLANCA KRON
REPORT. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE C. WATER - OMWD (800) 422 -4133 - DIG ALERT CONDITIONS
PREVALENT WITHIN TH SITE WAS MADE BY ME OR UNDER MY 2119 GARFIELD RD
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO DIRECTION
BETWEEN THE DATES 6-R -2E AND -2G -o ONE COMPLETE SAN DIEGO, CA 92110 O
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO D. TELEPHONE -
SBC (800) 422 -4133 - DIG ALERT COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY (760) 213 -7358
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
APPROVALS AND PERMITS FOP THESE SHALL BE REQUIRED IN CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. E. CABLE TV - COX (800)
422 -4133 - DIG ALERT ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I
CONJUNCTION WITH IMPROVEMENT PLANS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
CONSTRUCTION SITE ACCESS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE ESTIMA TED EARTHWORK QUANTITIES
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BEEN INCORPORATED IN THE
GRADING PLANS AND SPECIFICATIONS.
GRADING. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES PHONE: (760) 633 -2770. 1,000 CUBIC
YARDS EXCAVATION (CUT)
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I 500 CUBIC YARDS EMBANKMENT (FILL)
G�
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL 3. THE CONTRACTOR SHALL
GIVE 24 HOURS NOTICE ON CALLS FOR SIGNE a IGNED: OS /.2- 500 CUBIC YARDS EXCAVATION (EXPORT)
TO PROTECT ADJACENT PROPERTIES DUPING GRADING OPERATIONS. PANELS /PLATES. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
)
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO RCE NO 4LIZ CEG NO.: 2362
APPROXIMATE REMEDIAL GRADING VOLUMES:
EXP. DATE: la -
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. CONSTRUCTION VEHICLES REJECTION AND REMOVAL. d 11 -C* E
KEYWAY REMEDIAL GRADING 2900 CY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED
X TE: S /d+ /e7 SLOPE STABILIZATION GRADING 1900 CY
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE VINJE 6
QpOFE
2450 VINEYARD EYARD AVE E SS /pv OTHER REMOVAL AND RECOMPACTION 1400 CY
o qt QF
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 4•
e� gAMSq,N F Y * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
�'
OR A LICENSED LAND SURVEYOR. ESCONDIDO, CA 92029 -1229 '��� = gcfNe TRENCH VOLUMES OR ANY OVEREXCAVATION,
IF
EROSION CONTROL 760. 743. 1214 w y No. 18174 ? a a p s T REQUIRED BY SITE CONDITIONS
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ¢ Exp. 12 -810/
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE * * 't # CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED N
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SU RF AC ES B PROTECTED A G A I N ST EROSION BY sr Civic �`
5 E `� ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND EROSION RESISTANT ASEROSIONCONTROLMATS. ADEQUATE INST olio ' OWNER CERTIFICATE 'l FpFC
fi
REGULATIONS. GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. V1a CA��F EARTHWORK QUANTITIES ARE ESTIMATED
FOR
Monte vane IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO PERMIT PURPOSES ONLY. (CALCULATED
ON A
6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. LbuD]eLL Dovehb]IoN THESE
PLANS. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE t& DUE TO SHRINKAGE OR SWELL FACTORS).
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE IT IS
FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION 5 w ✓ '
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. �� ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING toy ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION
OF
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE Ei THE
IMPROVEMENTS.
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, �I
Ex1n1t
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS °sBlw, "mot
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
SHALL
ADVANCE E BY C CALLING TH 633-2770 CITY LEAST 48 HOURS IN UNNECESSARILY,' THEY HELP DECREASE EROSION. OVER GRADING EACTIVITY WIL AND
ADVISE BE OFTTHEUCOMPACTION LEGEND
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION AND STABILITY OF THE SITE.
10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL e
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SHIELD AND BIND THE SOIL. e PROPERTY BOUNDARY
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER w 8 IyO(o
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE. ONCE EXCAVATION AND KEVIN KR
DATE PROPOSED 2.1 MAX FILL SLOPE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING GRADING ACTIVITIES ARE COMPLETE. 2119 GARFIELD RD
OPERATION. SAN DIEGO, CA 92110 PROPOSED 2 :1 MAX CUT SLOPE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. (760) 213 -7358
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROPOSED CONTOURS 255
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE EXISTING CONSTRUCTION MATERIAL STORAGE
VICII�TITY MAP
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9624 -G EXISTING CONTOURS�IIMIDS� -�D��
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE A
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
STAY DRY OUT OF THE RAIN
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED . CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT (T.B.+M1147 -D6) NTS BLANCA KRON
DATE CENTERLINE
FOR -
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE 2119 GARFIELD RD
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES R ALL FUEL STORED ON -SITE. SAN DIEGO, CA 92110 PROPOSED
RETAINING WALL kd
SUCH GRADING OPEPATION. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. (760) 213 -7358
(TYPE PER PLAN)
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
DRAINAGE DIRECTION (1% MIN)
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS FLOWS AND STI INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
PROPOSED DRIVEWAY APRON PER G -14
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE BARRIER AROUND THE PERIMETER AT ALL TIMES. STATEMENT OF ENGINEER OF WORK
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER
EXISTING WATER MAIN -
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TRAINING SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE EXISTING WATER MAIN
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES
THAT THE WORK
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF PERFORMED HEREIN
SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS EXISTING EDGE OF PAVEMENT -
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS REQUIRED
BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES REVIEW PERFOMED
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY EXISTING WATER METER
THEIR INTENDED USE. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY FOR THE PLANS PREPARED BY THE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF
OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS
OR DESIGN, EXISTING POWER POLE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WASTE MANAGEMENT AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS, AND EMPLOYEES EXISTING FIRE HYDRANT
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
NEGLIGENT ACTS,
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE ERRORS,
OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING PROPOSED 6" AC DIKE
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE THE WORK PERFORMED
BY THE ENGINEER. PROPOSED 'D -75" BROW DITCH =
INSTALLED. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND PROPOSED RIP RAP ENERGY DISSIPATER
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NO SEEPAGE FROM DUBS PLACED SHALL BE DISCHARGED INTO STORMWATER. THE NA
3 � l o PROPOSED CONCRETE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE STORS /DIKES SHALL BE PLACED AROUND CH ECKED TO DIVERT THE NATURAL BY:
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE STORM RUNOFF. HALL E SHALL BE CHECKED FREQUENTLY FOR LEAKS. W. JUSTIN
UITER DATE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL LIDS SHALL LIDS SHALL REMAIN CLOSED AT ALL TIMES. D IOU ST ROO WITHOUT RCE
No. 4 PROPOSED BUILDING WALL PER
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR ARCHITECTURE PLANS
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH SC
ENGINEERING INC.
53 N
MATERIAL. 535 N. COAST HIGHWAY 101 PROPOSED STEM WALL PER
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 SOLANA BEACH CA, 92074 QPOFESSIp4� ARCHITECTURE
PLANS
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
�O 3USTIn
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED PE 1282
ACCORDANCE WITH SPECIFICATIONS. �<v 1p SG
VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN � m PROPOSED GRAVEL BAGS 00000000o00
V i
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR �^ = No. 68964 m m.
w m PROPOSED STABILIZED
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ::..; ,. ,::.:. • - , : •: -.
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 2
Exp. 12/31/Oy CONSTRUCTION ENTRANCE
WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS AND TO ORDER DUM°STERS CALL EDCO AT (760) 436 -4151.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE s'r CIV1�P PROPOSED SILT FENCE - x
X-
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
OF cm- PROPOSED WATER SERVICE W
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER RECYCLING RECEPTACLES AROUND THE SITE.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
PROPOSED SEWER LATERAL S
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
ACCORDANCE WITH THE GRADING ORDINANCE. LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS GRASS OR
ROCK -LINED SWALE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SURFACES. NOT TO BE MODIFIED WITHOUT
CITY PERMIT
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AND S MAY HA CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
LOCATION OF 2' DIE. TEST BORING
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF THAT MAY HAVE E TRAVELED AWAY FROM CONSTRUCTION SITE. KEY �/(AP
BY VINE & MIDDLETON
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ��� PROPOSED BACKDRAIN - - - -
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 1" =100'
ENCIIIITAS FIItE PROTECMON DIET. OIIVENHAN MUNICIPAL WATM DL4TRICI' PARKS REUMATION PUBLIC WORKS
REVIEWED BY VIEWED BY: REVIE REVIEWED BY.'
D T: OAT: E OAT: N
SIGNATURE EXPIRES 2 YEARS AFTER DATE
CH BY
. o
DES IGNED BY DRAWN BY
REVISIONS APPROVED DATE REFERENCES DATE
s�cEn�IwRK SCALE PLANNnvO svt<.Dn�O APPROVALS CITY OF ENCINITAS ENGINEERII�TG DEPARTMENT DRAWII�TO NO. ~
WJS/
CHIS. SO. IN TOP HOWL MARKED W/ PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED /QEM� APP D GRADING PLAN
FOR: �� /2t STEEL POST V ED BY: .r
SW COR. INT. EL CAMINO DEL NOATE & HORIZONAL N/A / �' DATE: ?lhl BY: /VI BY: 2 076 LONE JACK RD
9264
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