2006-54 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONS TRUCTIONACTIVITTES 1 . THE STEEPEST EXISTING
SLOPE IN THE GRADED AREA IS 50% THAT PORTION OF LOT 'A " IN BLOCK 1 OF CARDIFF ACRES, IN THE
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CITY OF ENCINITAS, COUNTY OF SAN DIEGO STATE OF
CALIFORNIA
(EXCLUDING ANY EXISTING MAN MADE SLOPES)
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ACCORDING
TO MAP THEREOF NQ. 1680, FILED? IN THE OFFICE OF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONCRETE WASHOUT 2. THE
MAXIMUM VERTICAL DEPTH OF CUT IS 9. 5 FT AND THE MAXIMUM THE COUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 9, 1915.
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
VERTICAL HEIGHT OF FILL IS 6 FT
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO TOGETHER
WITH THAT PORTION OF LOT 1 IN BLOCK 43 , CARDIFF
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY A '; IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3. A, )
AVERAGE DEPTH = VOLUME OF CUT (C. F. ) 5. 3 '
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CALIFORNIA, ACCORDING TO OFFICIAL MAP THEREOF
NO. 1334, FILED
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER, OF CUT AREA OF CUT
(S, F. )
LOCATED A T THE WORK SITE. IT IS THE CONTRACTOR 'S IN TH OFFICE OF THE SAN DIEGO COUNT}` RECORDER
ON MAY 12, 191.2.
Q REQUEST FOR TNSP TON. RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
8. ) A VERAGE DEPTH = VOL.UME OF FILL (C. F. } = 0. 6 '
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR ALSO TOGETHER WITH THAT PORTION OF BIRMINGHAM DRIVE
AS VACATED
2. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND CONSTRUCTION SITE ACCESS Q
OF FILL AREA OF FILL (S. F. ) BY A RESOLUTION OF THE BOARD OF SUPERVISORS OF SAN DIEGO COUNTY,
INVESTIGATION" DATED APR BY , 2004+ALL LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF RECORDED DECEMBER
2, 1985 AS FILE NO. B5-452277 OF OFFICIAL RECORDS
INCORPORATED DATED APATL 6, 2004.�E•ALL GRADING A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOP VEHICLES �
SHALL BE DONE IN ACCORDANCE WITH THE WORK' EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I OWNER S CERTIFICATE
RECOMMENDATIONS AND SPECIFICATIONS NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL SEE CERTIFICATE OF
COMPLIANCE
CONTAINED IN 'A D REPORT..* UMATE 600lecHNicAL INVe5?WO11 A . SEWERS - CSD 633-2770 RECORDED SPETE
R 7, 2005 AS DOC NO. 2005-0772138.
PANELS/PLATES.
pQ6 Doy 16 SA2 D/r7 0 215 2010 1
3. T LA S C STITUTE APPROVAL OF B. GAS & ELECTRIC - SOG&E (800) 422-4133 - DIG ALERT IT IS AGREED THAT FIELD CONDITIONS
MAY REQUIRE CHANGES TO
CONSTRUCTION VEHICLES THESE PLANS. %A. .: �"'^ '^� ^_� '"•" -_'�SIZES, LOCATION AND TYPE OF
DRAINAGE FACILITIES, NOR OF C. WATER - SDWQ (800) 422-4133 DIG ALERT IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE A
SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A APPROVALS AND PERMITS FOR
THESE SMALL BE REQUIRED ZN D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR p�R�S (�
CONJUNCTION WITH IMPROVEMENT PLANS. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. ADDITIONS TO THESE PLANS WHICH
THE CITY ENGINEER DETERMINES MACKINNON AVE y,
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE
E. CABLE TV - COX (800) 422-4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF ENCINITAS,
CA 92024 V\�
THE IMPROVEMENTS. Q
GRADING, EROSION CONTROL �„
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 701VNERIPERmnYEE FOR
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR CAW*
1454or51NVMIZ5,ac.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED EflOSION CONTROL MUST BE PROVIDED FOA ALL EROSIVE SURFACES. SLOPED
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633-2770. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE JOHN DEWALD,lv4MAClINQ WMUEK 1959f9WfIME
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE OVER ALL GRADING
TIVITY AND ADVISE OF THE COMPACTION 1855 FREDA LANE
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR GROUND COVER VEGETATION, AND BONDED
FIBER MATRIX. FJIG(NITAS, C,4 o2pa�
INSPECTION, PHONE. (760) 633-2770. ALL WORK PERFORMED AND STABILITY OF T E ITE. ENCINZTAS.
CA 92024
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR Q NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL ESTIMATED EAR T OR �y S
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER y DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE fy2y1®(
y
OR A LICENSED LAND SURVEYOR. ILS ENGINEER S CERTIFICATE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION JOHN DEWALD,
N�KG15 Mc�1F1f
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. DATE 2, 300 CUBIC YARDS EXCAVATION (CUT)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 1, H wY c. Q�Gi=/SST A REGISTERED CIVIL ENGINEER IN THE STATE 1855
FREDA LAN 50 CUBIC YARDS EMBANKMENT (FILL)
ENCINITAS, CA 9
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CALIFORN PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL SOIL REMOVE EXISTING VEGETATION ONLY WHEN
ABSOLUTELY NECESSARY. LARGE b24
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND MECHANICS, REBY CERTIFY THAT A SAMPLING AND STUDY OF TH OIL PROJECTS SHALL BE CONDUCTED
IN PHASES TO AVOID UNNECESSARY REMOVAL 2, 250 CUBIC YARDS EXPORT
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITIONS P ALENT WITHIN IS SITE WAS pD BY ME 0 NDER MY OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS R' ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
REGULATIONS. DIRECTION BETWE THE DATES 11 d AND (� 0 COMPLETE NNECESSARILY,' THEY HELP DECREASE EROSION. APP• I•(EAIM
1NVESTDI�S, 14G•
TRENCH VOLUMES OR ANY OVF_REXCAVATION, IF
COPY OF THE SOILS PORT COMPIL D ROM THIS STUD WITH MY 1955 rFM LA'Ne REQUIRED BY SITE CONDITIONS
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) RECOMMENDATIONS, HA EEN SUBMITTED TO THE OFF OF THE CITY TEMPORARY VEGETATION MUST BE
PLANTED ON SLOPES OR WHERE CONSTRUCTION 6wiNITA5, CA• ° wl-
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ENGINEER, FURTHERMORE, IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION
SHALL CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. HAVE REVIEWED THESE GRAD G PLANS AND CE FY THAT THE BE PREVENTED BY PLANTING
FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO ARE CORRECT PRIOR TO COMMENCEMENT OF WORK,
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED I THE SOILS OPT FOR THIS PROJECT HAVE SHIELD AND BIND THE SOIL.
BEEN INCORP D IN THE GRA G PL AND SPECIFICATIONS. EARTHWORK QUANTITIES ARE ESTIMATED FOR
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PAEGRADING PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND PERMIT
PURPOSES ONLY. (CALCULATED ON A
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNED: WESSjoti RADING ACTIVITIES ARE COMPLETE. THEORETICAL
BASIS. ACTUAL QUANTITIES MAY VARY
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, o� vF• S DUE TO SHRINKAGE OR SWELL FACTORS)
,
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING RCE NO. : elo .33 , JWATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED,
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN `' �� REMEDIAL GRADING QUANTITIES ARE NOT
ABLE TO BE
33
ADVANCE BY CALLING (760) 633-2770, EXP. DATE: M, ON-SITE CONSTRUCTION MATERIAL STORAGE DETERMINED. REFER
TO SOILS REPORT FOR REMOVAL
w 1,6 AND RECOMPACTION DEPTHS.
10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY GEOTECHNICS, C D' TORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO
PREVENT SEEPAGE
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 9245 ACTIV R. , STE 103 1r ��*` AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL
�.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SAN DIE GA 92126 �rgoFC^ Fd / STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENTi LEGEND
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 1 FOR ALL FUEL STORED ON-SITE, Q�
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE E JOB# 04-0302
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 8-536-1000 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
SIB
OPERATION. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE rfi t PROPERTY BOUNDARY
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
11 , UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING SAN DIEGUITO WATER DISTRICT FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED �ZP � PROPOSED SETBACKS -- - - -- -- -
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT srm
RELEASE OF SECURITY AND AS-GRADED CERTIFICATION SHALL BE 1 , REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER
AT ALL TIMES. H PROPOSED CONTOURS -------255-----
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 54-G CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION b
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND 4 EXISTING
CONTOURS
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAININGz
AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE o`
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I. E. , CONTRACTORS' EMPLOYEES
WHO PERFORM CONSTRUCTION IN THE CITY OF EXISTING EASEMENT - - - _--SUCH GRADING OPERATION. LINE CROSSING, LINE PARALLELING
OR PROPOSED CONNECTION ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATEA POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES PROPOSED
BUILDING FOOTPRINT
12. ALL GRADING SHALL BE 't14,1,oFjV : AND .TESTED BY A QUALIFIED CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVERYONE
WORKING ON SITE. THE PROPERTY
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL 0135ORY0 ' SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OWNERS) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS EXISTING SEWER CLEANOUT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL BY SAN DIEGUITO WATER DISTRICT. VICINITY MAP EXISTING SDG&E
BOX
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE WASTE MANAGEMENT
SUITABILITY OF ANY FILL MATERIAL . UPON COMPLETION OF 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR NTS
-------r EXISTING OVERHEAD ELECTRIC LINE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE AS BUILT (FOR NEIGHBORING HOUSE)
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT METERS, VALVES, VALVE BOXES, ETC. ) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE _
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE WATER CAN
CARRY THEM INTO THE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WATER AGENCIES ' STANDARDS COMMITTE (WASC) STANDARDS. IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
t^/ - EXISTING EDGE OF PAVEMENT
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR FACILITIES DO NOT MEET STANDARDS. THEN THEY SHALL BE
THEIR INTENDED USE. UPGRADED TO CURRENT STANDARDS AT THE OWNER 'S EXPENSE. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
W. JU 1N SUI ?ER OA E CENTERLINE ----- - - ---
BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN STORM RUNOFF, DUMPSTERS SHALL BE CHECKED
FREQUENTLY FOR LEAKS. R. C. E No. 619(04 EXISTING WATER MAIN - -
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING PARALLELING WATER SERVICES. DUMPSTEA LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT EXP. 12--3(- II
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR EXISTING
SEWER MAIN -
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH STATEMENT OF ENGINEER OF WORD
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC MATERIAL.
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT VAUL TS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER PROPOSED 4" SEWER LATERAL PER SDPSD S-13 S
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
PROPOSED 2" WATER SERVICE PER SDR --- - W C
INSTALLED. 6, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ENGINEEER'S
TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK SD P-2A
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED HEREIN
SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FRONT OF THE PARCEL THEY ARE SERVING. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR LIMITS OF WORK/GRADING
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFOMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION ON LANDFILLS FOR THE
PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF CUT/FILL LINE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. ENCINITAS OF THE TECHINICAL
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, - -
SURFACE UPON WHICH THE FILL I5 TO BE PLACED. LOOSE FILL NOTES: AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIZTY
FOR THE PLANS
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND OR DESIGN
OF IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY ;
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE RECYCLING RECEPTACLES AROUND THE
SITE. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES PROPOSED RIP RAP ENERGY DISSTPATOR ,,
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO FROM PROPERTY DAMAGE
OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO PORTABLE TOILETS MUST BE IN GOOD
WORKING ORDER AND CHECKED FREQUENTLY ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING DRAINAGE DIRECTION
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND FOP LEAKS. N RA HALL PROVIDE
SECONDARY CONTAINMENT AND WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
ACCORDANCE WITH SPECIFICATIONS. DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
THE WORK PERFORMED BY THE ENGINEER.
OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY SURFACES. PROPOSED TRENCH GRATE INSER $ tWH P
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LINE IS. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
GUTTER.
GARDE TO PRODUCE SMOOTH SURFACES EXCAVATIONS UNIFORM CROSS AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL BY. (<j
PROPOSED CONCRETE CURB PER SDRSD G-1
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 2. ALL UTILITIES SERVING THIS SITE SMALL BE INSTALLED [.A IfJ
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE UNDERGROUND. THAT MAY HAVE T ED AY fiiOM CON UCTION SITE. WILLIAM
TIN UITER DATE PROPOSED RETAIINING WALL PER
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY SoI15 YNONV 2'•$ G�12fIPIC{F 0 SDRSD (TYPE PER PLAN)
WITH --
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER S�CM,QIS e, UL-04CK, APrAls rwwCIVILENQINMINTne
siATE'OP'Gil,LjMRW1A, DECORATIVE BLOCK
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM PRING1PAllYD�l►d6EN51NE551NTiiEFIEW�FAPPUEDSCI�MECNA+JItS
lftEQfB+YcRUIFYI?WTA,SMPUNq
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE IV
OF, THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONVEYED TO AN APPROVED DRAINAGE FACILITY. AND51UDt�DF fNESOILGONDITIDNf A TWITiNNTf+l55
MADESYMEORUNDERMY Q�gFESSTO� �()'liC HATCHED AREA REPRESENTS LANDSCAPED
ACCORDANCE WITH THE GRADING ORDINANCE. DIMPONB�lW�6N THO040S 2010 AND 2 2olO ,ON0G4y lf7V OPYOF1 4 �USTT ��
�
4. EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, SDILSR A TCoMPIL�DFRAM fEH5 �11AD W1TifMYRE(.OMMEN1�kT1 S,ffh58CL'NSI7eM1f� TVTw
`� N I AREA FOR BEST MANAGEMENT PRACTICE NOT
sG �Z � tic TO BE MODIFIED WITHOUT PERMIT FROM THE
RCE No. 68964 ti4 ti p/
15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL. VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED oRewOFTfw441Y ENh1NEC/2�FUIeTitt`RAADRErffAVE
Rb'VI TI{6SL'�jRpDlNy PG1lYti IGND -- � ti� � z /0 �F�, , n � CITY. SEE SHEET 2 SECTION B FOR DETAILS,
0141 upep IN Trffi solos RCF17Rr ANlJ G1PD�F7E � �, m
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. CI?2TIF( ?kx4T w
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