2008-831 G (plans) EIGHT OF 'TAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE GTORIdWaER POLLUTION C414TROL AMP tIDTES
(PART A) RELATIVE TO COMTRUCTION ACTIVITIES Owner: } V
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
Wright F� Ty »
Trust , �.�lj rA
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
Trustees; .,
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE Tim Wright/ Susie Karamete
AND DOUBLE PERMIT FEES. IT IS THE RESPQNSLBITUTY OF THE OWNER TO ARE LIABLE -TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, 'MORTAR, 9255 Town Center Drive, Suite 200 gL
- �(NOlil WHFRF 1i1S/kJlETi FIiOPEEiIY LIME 1S. AND TOP OF ALL SLOPES _- _ SHAT I BE IN Ar(-OR ANF WITH _ GRADINr. _ - _~STUCCO,
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY -RECEWING WATER. - -- - 'San Diego, CA 92121 tE� �
. . Rc1uNnFn C �
u
O RDINANCE_ CONTRACTOR SHALL POST A SIGN DESIGNATING il'iE WASHOUT LOCATION. Phone: (760) 943 -1916
T
DRAINAGE MOTE:
<..
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION Err ACCESS IM
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
XDDTtESS. T
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STAMUZED CONSTRUCTION SiTE ACCESS SHALL BE PROVIDED FOR VEHTCLM EGRESS AND RJGRESS TO PREVENT 365 SUNSET DRIVE 0 0 2 � w s
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL ANDJOR CORRUGATED STEEL APN: 256 - 411 -23 C' 5
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR i0 THE - ✓,n
PANELS /PLATES. y 0 9y Z
TTl'ILl'i'Y SQO'I'E: DISPOSAL OF ANY SUCH MATERIAL. ✓ s W
PTIO
LEGAL DESCRIPTION: STONE
9c� 0
ALL UTILITIES SERVING THIS SiTE SHALL BE INSTALLED UNDERGROUND. B• NOTIFICATIONS - CONSTRUCTION VEHICLES O
STEP
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES
A 1'ORTiON OF LOT 4 IN BLOCK Nr OF SEASIDE tn B
Irm To HE IID1VE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO PARKING, VEHICLE R AND ROUTINE EQUIPMENT AdAINT
ALL edA,lOR REPAIRS SHALL @E AdADE GARDENS ANNEX, IN THE COUNTY OF SAN DIEGO,
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON QFF -5[TE - STATE OF CALIFORNIA, ACCORDING
TO MAP THEREOF Qp
A. GENERAL SATE �`
T PUNS, HOWEVER: THE CONTRACTOR IS REQUIRED fi0 TAKE DUE PRECAUTIONARY No. 1801, FILED IN THE OFFICE OF THE COUNTY
Cn
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT F RECORDER OF SAN DIEGO COUNTY, AUGUST
6, 1924.
eoslDx CONTROL =
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE rSCINITAS
THE WORK SITE. IT 1S THE C'ONTRACTOR'S RESPONSIBILITY i0 CONTACT THE FOLLOWING
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN , . -}
O WNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE - - S
CONSTRUCTION STANDARDS OF THE CiTY CF ENCINITAS AND THE SAN DIEGO - -- _, - - - - � S CERTIFICATE
�0 ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF't1TiU 74N
T1ES D 7IOTiFIC11TI0N - OF PROTECTED AGAINST EROSION BY 1NSTALLiNG EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
a
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM _COMMENCEMENT OF WORK: - ADEQUATE GROUND COVE VEGETATION AND BONDED
€& MATRIX.
SHALL BE A PPROVED BY THE CITY E_NG_INEER• PRIOR TO _ ANY REQUEST FOR 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER
-SEWERS _
INSPECTION, NO 7
(60) -633 27711 - - - - - - - OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
�Mr NMWAP
B. GAS A ELECTRIC - SDGE - (760)-43-8-6200 NO EXCAVATION AND .{ RADING ACTIVITIES ARE ALLOWED DURING
�.
R ( ) 'NET WEATHER. - OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
f1. THE SOILS REPORT TITLED SUBSURFACE INVESTIGATION SINGLE FAMILY HOME C. WATER -SAN DIEGUITO WATER DISTRICT - 1-800- 227 -2600
AND STABILITY OF THE SITE. NO SCALE
- ()-
O. TELEPHONE - SBC BELL 760489 -3411
REMODEL 365 SUNSET STREET ENCINITAS, CA 92024" PREPARED BY PACIFIC E CABLE TY - COX COt�lN1CAT14I�1S- (7fiO)- 134fi -9flII9 X -?233 DiV€RStON U1K€S
SMALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR COAST -
COAST LAND CONSULTING INC. DATED MARCH 3, 2007. PROJECT F.N. SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES.
,2024 -06.3R SHALL BE CONSIDERED AS A PART OF THiS GRADING PLAN. ALL �� SHALL "NOTIFY THE CITY ENGINEER'S OFFICE i8 HOURS PRIOR m
-
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND REWiOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN i
SPECIFICATIONS CONTAINED IN SAID REPORT. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. PHASES TO AVOID UNNECESSARY REMOVAL OF
THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SIGNATURE:
- =
11NNECESSARILY; THEY HELP DECREASE EROSION. H D. , GHT - S. APPROVAL OF THiS PLAN DOES
NOT CONSTITUTE APPROVAL OF SiZES, 3. THE CONTRACTOR SHALL GIVE 24 HOURS 'NOTICE' Oa CALLS FOR INSPECTION. PHOiNE:
1
_
LOCATION AND TYPE Of DRAINAGE FACILITIES, NOR of IMPROVEMENTS WlTkilN (760)- 633 - 2770. ALL WORK.PEl3FORMEO WITHOUT BENEFIT OF IALSP>= cr1oA1 WILL BE Ti`MPORARV
VE0ETA.TCON uuST $t PLA NTED ON SLOPES - � OR WHERE CONSTRUCTION IS NOT IMMEDIP.TELY 'PLANNED LANNED
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SMALL SUBJECT TO REJECTION MAID FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST GROWING ANNUAL AND SUSAN E. KARAMOTO g
- SE REQUIRED IN COAUUAICIlOAI WITH JIAPFQV€JrIENT PLANS. - - _ - REMOVAL Y -- -. - - - PERENNIAL GRiASSES TO SHIELD
AND BIND TINE SOIL.
4. WRITTEN PERMISSION SHALL BE OBTA04ED FOR ANY OFFSITE D. EROSION CONTROL (SEE ALSO BESI MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT
VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. lions ErNGiNFER'S CERTIFICATE 4
GRADING. r
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TVAOTHY WRIGHT AT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 1, CHRiS
11LLIMCK A REGISTERED CiViL ENGTNIEER IN THE STATE Or CALIFORNIA, PRINCIPALLY DOING
5. Ct"TRACTOR Sf'RLt TAKE ANY NECESSARY PRECAtIIONS REQUIRED TO (760) 943 -1916, 24 HOURS. IBUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
- PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING bN -SITE CONZ[TRT7M014 MATERIAL I<STORAGE OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON �
- DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION }2. EQUIPMENT RIND WORKERS FOR EMERCENCY WORK SHALL BE MADE AVAILABLE AT ALL
VARCH 3. 2007 AND FOR AN UPDATE ON IN/A) ONE COMPLETE COPY OF THE SOILS REPORT - -
_ EXISTING PRIOR TO GRADING. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERiALS SHALL BE CONTAINED
IN A SECURE PLACE TO PREVENT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
- - -- -- -SHALL BE STOCKPILED ON SITE ON OCTOBER I. CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
-THE CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR >G'e
CITY £NGIN FU HERM R I HAVE REVIEWED THESE GRADING PLAN CERTIFY THAT THE
16. THE DEVELOPER SHALL SE RESPONSTBLE THAT ANY MONUMENT OR BENCH FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN iS IMMINENT. WHERE
THEY WILL STAY DRY OUT OF THE RAiN. CONTRACTOR SHALL RECOMMENDAT INC H SOILS REPORT FOR THIS PROJECT Id NCORPORATE_D IN
'MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND -_ _ _ PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
_ THE GRADIN S 1 ATIONS. �� 1wJ
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
SURVEYOR. APPROVAL OF THE ENGINEERING INSPECTOR. SI
� GNED: A q� d� �t
9 ,
ELTMMATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPii-ES KEPT ON -SITE. STOCKPILES MAY INCLUDE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SOIL, PARING
MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM -. RCE PLO. �r _ w � M a
�y v •` y
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING ORDER TO TALE SAILSFAQTIQN OF THE CITY ENGINEER AFTER EACH RUN-Off -Off Pf3ODllC1N1G
PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE �
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND 13A<rIFALL. - - E(P, DATE: S• 30 •�1
REGULATIONS PERIMETER AT ALL TIMES.
_. - - - #
�ss3�oa
S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY - -_ - -- ____ -_ -- - -- -- __ -_ - - -- - _
- - - -_- ___- __ - - - -- - - - - -- _ __ - -_ -_ ____ SOB : F_1. 2024 -06.3R - - -- - - - - -- - -,--
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A BE REQUIRED BY THE CITY ENGINEER DUE TO AN LWCOMPL€TE GRADING OPERATION DR T'�IZAINING
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. , , _ Compenr
PACIFIC COAST LAND CONSULTING INC.
= HOURS OF 3:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND PTY - - CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN
THE CITY OF ENCINITAS SHALL BE TRAINED TO BE _ ____
_ �COG"LZED A"JDAYS, _ _ � , THE CONTRACTOR L SE_AESPON3�£•AM SHA L TAKE NECESSARY 1sRECALMONS - FAMILIAR WITH THE CITY ENCINITAS STORMWATER
POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHl�- Address: 440 SANDALWOOD C E CA 92024 , - -.
TO PREVENT PUBLIC TRESPASS ONTO AREAS 4 WHEN IMPOUNDED WATERS CREATE A BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERPhone:
S) AND THE PRIME CONTRACTOR MUST Pho (760) 473 -4117
9. NO GRADING OPERATIONS SHALL COMMERCE t}NTM_ A PREGRADIRG MEETING HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. �
' HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY, QTATEMENT OF ENGINEER OF WORK
- -- -- - INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND . - CONFTROL - APPROVED - MEASURES - PROVI VIED - PER - THE - APPROVED GRADINC
PLjlf� Y -- - : -M�TP► �AGEMENT - - -- - -- - - - - -- - - - - - -- = - - -- - - -- - - --
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT _- $HALL BE INCORPORATED HEREON. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY _4 `
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND t?NUSED
£ONSTRUCTiON WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR '
8. GRADED AREAS AROUND THE PROJECT PERTUCTER MUST DRAIN AWAY FROM THE FACE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE fN
= 10. PRIOR TO VAULTING DIRT Old CON SUCTION MA RIALS TO ANY PROPOSED OF S LOPE A TH E C ONCLUSION OF EACH WORK DAY. THE CONVEYANCE
SYSTEM 1S STRICTLY PROHIBITED. - ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
- CONSTRUCT S
ION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO - - - - - _ _ _ THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR
- -_- AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL S. ALL RIEMOVABLE PROTECTIVE DEVICES SHOWN SHALL IBS IN PLACE AT THE
END OF KO SEEPAGE FRW CumPSTER SHALL O'E DTSCRAIMM INTO STORMWATER. BEANS/r)IKES SHALL R PLACED AROUND REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC ENTITY FOR THE PLANS .A
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS TO
DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS
OF THE TECHNICAL
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE FORTY PERCENT (409. SILT AND OTHER DEBRIS SHALL f E REMOVED AFTER EACH OUMPSTER LIDS
SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN 'SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT
RELIEVE THE
HAULING OPERATION. RALRFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN, CONTACT WITH ANY
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE `}
- TR ASH MATERIAL. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS,
- 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT 50 DIE61ITO (WATER DISTRICT NOTES: AGENTS. AND
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
PRIOR YO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND - MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED
PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER -1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF THE
' PERMIT NO. 831 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF WORK PERFORMED BY THE ENGINEER.
THE APPROVED GRADING PUN OR AS SHOWN ON THE ATTACHED AS- GRADED OF THIS I TENCETO.F ANY UNDERGROUND UTILITY PIPE O_R STRUCTURE WITHIN THE LIMITS
HAZARDOUS MATERIAL,.,CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (1300) 714 -1195. FOR INFORMATION
` PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE ON LANDFILLS AND i0 ORDER DUMPSTERS CALL EDCO AT ( 436 -4151.
py ESS� r
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE
BY: DATE. -4
^� POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND °------ - -___�
CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE HELD VERIFIED. THE SITE. J S. OF
- 2. All GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS BALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER
- - - _ ___ __ _. T �o � -a 1
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE MAINS SHALL BE SHOWN ON IMPROVEMENT PUNS ELECTRICAL AND SEWER TO CROSS Coffe
En Engineering.
I N° •
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
LEAKS. CONTRACTOR SHALL Y 9 9• nc.
'COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRE 0 UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE
SECONDARY CONTAINMENT AND I Q�ATE POR TABLE TOILETS AWAY F13QM STQRMRRAIN INLETS QI1 PERYIQl1S 10650 Scripps Ranch Blvd., Suite 210' 1 � 7
,MID WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON DISTRICT. SURFACES, San Diego, CA 92131 ���
CIV \L `� P
. 1�N1�ACTOA AND $WNER � ER SPONSIBLE - °+
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS -- f0 RELOCATE AND - - - -- �R ADJUST - - TO Phone;
($58)831 -OI l l CAL rF OF \F
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS 3 - ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE
STREET, GLITTER, AND STORMDRAIN. CONTRACTOR MUST - RCE 82716
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR ♦GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY
CHECK ARID Cl AY FAN UP hWERIAL THAT M HARE TRAVELED AWAY FROM CONSTRUCTION SITE Expires 05 -30-08
INTENDED USE. ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
- p
'MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES 00 NOT MEET FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT -
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO STANDARDS IHEY SHALL BE UPGRADED T40 CURRENT STANDARDS AT T41E OWNER'S THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. VARTHIFORK NOTES: SITE AREA: AREA PROPOSED TO BE DISTURBED:
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDiNG OF WATER. HE SHALL EXPENSE. it
CONTROL SURFACE WATER AND AVOID DAMAGE i0 ADJOINING PROPERTIES OR ENVIRONMENTAL DATA FILL: 30 CY 18,969 S.F. 13,500
S.F.
FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 4. UTILITIES TO MAINTAIN MINIMUN 5- 'FEET' SEPARATION WHEN PARALLELING WATER
1) STEEPEST EXISTING NATURAL SLOPE ON -SITE a 1.25:1 CUT: 45 CY 0.435 ACRES 0.310 ACRES o
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 4.3' EXIT:
i CY
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3) MAXIMUM VERTICAL DEPTH OF FILL - 2.7'
J
S. 1diIMUN f'ORiZONITAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE DEPTH OF CUT w 45 CY 820 S.F. K 27 � 0.66
FT P RVIOUS AREA: BMP Project Status: `C�
'14. ALL AREAS TO BE FILLED SHALL 8E PREPARED TO BE FILLED AM FTLL AND SAN DIEGUITO GAS AND ELECTRIC VAULTS.
d o N li
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL 5) AVERAGE DEPTH OF FILL _ 3D C.Y./275 S.F. x 27 2.95 FT
`�°'
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
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