2003-7956 G (Plans) i
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GENERAL NOTES GRADING NO
O T US EROSION CONTROL HYDROSEED WORK TO BE DONE
SIMONSON AT 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED THE GRADING CONSISTS OF THE FOLLOWING
WORK TO BE DONE ACCORDING TO IRIS PLiMI, i�E
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOBS 1. IN
CASE EMERGENCY WORK S REQUIRED. CONTACT DAVE 6:1 HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT
STANDARD SPECIFICATIONS. SAN D
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ENGINEER OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND (760) 753 -4577. (24
HOURS) ( AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS `
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND 2 EQUIPMENT AND WORKERS
FOR EMERGENCY WORK SHALL BE MADE a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. CONSTRUCTION;
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS BACKFlLLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY b. FIVE (5) FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS THE GRADING SHALL CONSIST OF THE CONSTRUCTION
OF ALL CUTS AND FILLS SHOWN ON
THEREFROM SHALL BE APPROVED BY THE CITY REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING
DETAILS SHALL
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE.
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER IMMINENT. THE CITY ENGINEER.
TITLED 'REPORT OF PRELIMINARY GEOTEC HNiCAI
2 THE SOILS REPORT 11 HIS/HER SUPERVISION AND THAT IN HIS/FfER OPINION. ALL EMBANKMENTS
INVESTiGAl10N PROPOSED SINGLE- FAMILY RESIDENCE HAND
, WHISPER DRiVE AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE NTH THE 3• DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 2
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL A
AND E XCAVATIONS
THE APPROVAL OF THE ENGINEERING INSPECTOR. THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
(APN 265 - 331 -53) - , PREPARED BY CHRISTIAN WHEELER EN APPROVED GRADING PLANS AND THAT ALL EMBANK
DATED AUGUST 20, 2001, AND UPDATE OF A LETTER BY CHRISTIAN ARE ACCEPTABLE FOR THEIR INTENDED USE UTILITY NOTE
WHEELER ENgNEERtNG, DATED DECEMBER 10, 2002, SHALL BE CONSIDERED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 3.
HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED p � G WATER. RUN -OFF PRODUCING RAINFALL ALBS /ACRE BOTANICAL NAME MM.X PURITY/GERMINATION
ACCORDANCE WITH TO PROVIDE POSITIVE DRAINAGE AND PREVENT /
ALL UTILITIES SERVING THIS SITE ARE TO BE UNOERGROUNDED. CONTRACTOR TO COORDINATE
IN SAID REPORT. SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 8.0 BOUTELOUA
GRAC�NS 60/60 WITH SDGd:E FOR UNDERGROUND U1IUTIES.
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
3.0 ESCHSCHOLIDA CAUFORNICA 98/75
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, REMEDIAL MEASURES 0 PREVENT EROSION OF FRESHLY GRADED AREAS WOMP� GRADING OPERATION
OR UNFORESEEN CIRCUMSTANCES WHICH
T
LOCATION AND TYPE OF DRAINAGE FACILITIE NOR OF IMPROVEMENTS WTHIN SUCH TiME AS PERMANENT DRAINAGE AND EROSION CONTROL MAY ARISE 25.0
FESTUCA RUBRA 'MOLATE' 95 /815 NOTE
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE MEASURES HAVE BEEN INSTALLED. 20 SALVIA COLI>N18ARIAE 90/60
.0 CILIA TRICOLOR 98/75
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTS MALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 2
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
8.0 VULPIA MICROSTAC HYS 90/80 OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE EINONEOWC DEPARTMENT AT LEAST 48
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL WATERS CREATE
A HAZARDOUS CONDITION. HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT M
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN
2,000 LBS. _ ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF
5. CONTRACTOR SHALL TAKE ANY NECESS ARY PRECAUTIONS REQUIRED TO THE CONTRACTOR FROM THE SURFACE UPON WHigH THE FILL IS TO BE 7. ALL EROSION
CONTROL MEASURES PROVIDED PER THE APPROVED PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART,
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE
THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
AIRED TO CONDITION PLA GRADING PLAN SHALL BE INCORPORATED HEREON. FOR
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO IT
DAMAGED OR DESTROYED SHALL BE REPLACED OR REP FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A M
EXISTING PRIOR TO GRADING. DEP TH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 8. GRADED AREAS AROUND THE PROJECT PERIMETER
MUST DRAIN AWAY LESS THAN 50% OF THE STRAW INTO THE SOiL B M P N - C
i 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONTROL MATS, ADEQUATE GROUND COVER VEGETATION. AND BONDED Fl" MATRIX
B AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
16 -20-0, • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING MALT WEATHER.
BENCH M CIVIL ENGINEER OR A ARK WHICH IS DISTURBED OR DESTROYED SHALL LICENSED BE REE LAND 9. ALL REMOVABLE PROTECTIVE DEVICES
SHOWN SHALL BE IN PLACE AT WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. • DIVERSION DIKES SHALL BE CONSTRUCTED TO C HALLE RUNOFF
AROUND THE CONSTRUCTION
AND REPLACED BY A REGISTERED 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE AND UNIFORM CROSS SECTIONS. THE THE END
OF EACH WH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY AREAS lO HYDROSEEDED ST
E. SHALL BE PREPARED PRIOR TO HYDROSEEDING SI- CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
USING PERMANENT AND
SURVEYOR.
lO PRODUCE SMOOTH SURFACES FORECAST EXCEEDS FORTY PERCENT (407t). SILT AND OTHER DEBRIS SHALL TEMPORARY EROSION CONTROL
MEASURES.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED BE REMOVED AFTER
EACH RAINFALL BY: • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A
TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND
NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
SHALL BE CONDUCTED IN PHASES
MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10• SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THE HELP DECREASE EROSION.
EFFECTIVE COVERAGE OF GRADED SLOPES (9OX COVERAGE) PRIOR TO COMBINATION OR • TEMPORARY VEGETATION MUST BE PLANTED
ON SLOPES OR WHERE CONSTRUCTION IS NOT
STANDARDS, TAWS AND REGULATIONS.
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE NOVEMBER GRADING AND EQUIPMENT 15, THE SLOPES
SHALL BE STABILIZED WITH PUNCHED STRAW A. TRACK WALKING SLOPES STEEPER THAN 6:1. .A . IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY
TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH
OPERATING WITHIN ONE -HALF 1 2 MILE OF A B. RIPPING AR UP USING ITEM ABOVE.
8. (/) THE GRADING • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND AREAS THAT WILL NOT BREAK PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO BEHELD AND BIND THE SOIL
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT 2, CONDITIONING
THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS 5. ALL TREES, BRUSH, OF CONSERVATION. ACTIVITIES
ARE COMPLETE
THE CITY OF 5. ZED HOLIDAYS. GRASS, AND OTHER OBJECTIONABLE MATERIAL A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE
A DAMP BUT • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AND SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SiTE BY
NOT SATURATED SEED BED. ON -SITE CONSTRUCTION MATERIAL STORAGE: STORED MATERIALS SHALL BE CONTAINED IN A
THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
OR SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTS SHALL STORE THESE
EGA
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. LL D E S G R P T I O N COVERING SALINE SOILS TO PROVIDE VIABLE
CONDITIONS FOR GROWTH. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SECONDARY CONTAINMENTS FOR ALL FUEL STORED ON
-SIT
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING E
'
SOILS ENGINEER AND CITY ENGINEER PRIOR THE DISPOSAL OF ANY SUCH PORTIONS OF BLOCK 94 AND 8TH STREET VACATED OF MAP N0. 326 MI
• ELIMINATE OR REDUCE POLLUTION OF ST'ORMWATER FROM STOCKPRES KEPT ON -SITE.
MEETiN G HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: CINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. HYDROSEEDED
AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS STOCKPILES PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR MATERIAL THE CITY OF EN
' MAY INCLUDE SOIL
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWAIER FLOWS AND 1
AND PERMITTEE PREgtADE MEETING SHALL BE SCHEDULED WITH THE CITY APN 265- 331 -53 AREAS WHERE HYDROSEEDING IS THE PERMANENT
LANDSCAPING, UNTIL STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOILS STABiUZATtON
AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 - 2770. THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
MEASURES AND PROVIDED MATH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT
10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY ALL TIMES.
. ; ,- �. � . _ _ �, F R K CONTR ACTOR'S EMPLOYEES WHO PERFORM CONSTRt1CTtON M THE CiTY of
p
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL T I F I C I ENGINEER S ESTIMATED EARTH V1 r ( !^ ri (� I I T I E
J I A 1 E M E N T OF ENGINEER O F WO
SUBMIT TO AND REKEIVE APPROVAL FROM THE CITY ENGINEER FOR THE SOILS E N C� I N E E R S C E R TE ENCINITAS
SHALL BE TRAINED M BE FAMILIAR WITH THE CITY of ENCINITAS STORMWA �
PROPOSED
HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL REMEDIAL GRADING POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL 8E AVAILABLE TO EVERYONE
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CUT 220 CY (RAW) w/ DETENTION POND THE UNDERSIGNED ENGINEER AGREES THAT THE
WORK PERFORMED BY TIE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
�
CHRISTIAN, A REGISTERED pVIl ENGINEERING GEOLOGIST IN ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND SUBCONTRACTORS
ABOUT STORMwATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
REGARDS M THE HAULING OPERATION.
I, CHARLES H FILL; 175 CY (RAW) PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER WASTE MANAGEMENT,
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE
IN WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON �
THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
BUT PRIOR TO FiNAL GRADING APPROVAL AND /OR FINAL RELEASE OF OD THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR EXPORT
AN . 45 CY (RAW) ACCORDANCE WITH THE RULES D REGUlAT10NS REQUIRED BY THE CiTY OF
SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: UNDER MY DIRECTION BETWEEN THE DATES 7/11/01 AND 8/8/01. ONE PERF
ORRMEME THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PROHIBITED. .�
D BY THE CITY OF ENCINITAS INI1S CAPACITY AS A PUBLIC ENTITY • NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED
O STORMIi1ATER• I�RMS/DiKES 1
'THE GRADING UNDER PERMIT NO. 7956-G HAS BEET! PERFORMED IN COMPLETE COPY OF THE SOILS REP ORT COMPILED FROM THIS STUDY, WITH SiTE GRADING
PERF
SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS MY RECOMMENDATIONS AND AN UPDATE LETTER, DAM DECEMBER 10, 2002. CY RA FOR
THE PLANS PREPARED BY THE ENGINEER IS NOT A DElERMiNAl10N BY SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS
CUT 800 ( THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL c
SHOWN ON THE ATTACHED AS- GRADED PLAN . THIS STATEMENT SHALL BE HAS BEEN SUBMITTED M THE OFFICE OF THE CITY ENGINEER.
CONTACT WITH ANY TRASH
FOLLOWED BY THE DATE AND SIGNATURE OF THE gVll ENGINEER WHO FURTHERMORE, i HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT FILL: 520 CY
(RAW) THE PUNS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED IMIHiN STRUCTURES WITH IMPERVI
CERTIFIES SUCH GRA AND SIGNATURE
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
THE ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN C
HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS EXPORT 280 CY (RAW) IMPROVEMENTS BASED THEREON. THE ENGINEER
AGREES TO INDEMNIFY AND MATERIAL �
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICES, AGENTS. AND • MANY CONSTRUCTiON MATERIALS, INCLUDING SOLVENTS,
WATER -BASED PAINTS. %VaE
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND
CLEARED VEGETATION CAN BE RECYCLED.
QUANTITIES ARE RAW DATA. ACTUAL QUANTITIES MAY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND NON-RECYCLABLE
MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF
n �- , ly VARY DUE TO SOIL CHARACTERISTICS. HISMME AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE AS HAZARDOUS
WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
SIGNED AZ �f OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK HAZARDOUS
WASTE HOTLJNE TOLL FREE AT (1500) 714 -1195. FOR INFORMATION ON LANDFILLS C
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PiPES AND RGE f ' 00215 PERFORMED BY THE ENGINEER. AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
EXP. DATE : 09/30/2005 • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 1
Christian RGE 215 'a M N TA L DATA BY: � DATE: RECEPTACLES AROUND THE SITE. .�
AVAILABLE RECORDS. M THE BEST OF OUR KNOWLEDGE THERE ARE NO Charles .
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: CHRISTIAN WHEELER ENGINEERING 9 / E N VI R 0 N • PORTABLE
TOILETS MUST BE IN 6000 WORKING ORDER AND CHECKED FREQUENTLY FOR C
4925 Mercury St C �� NICK S. SERVIN RCE 33538 LEAKS, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
AND LOCATE PORTABLE
TAKE DUE PRECAUTIONARY Son Diego, CA 92111 f _ EXP. 6/30 /06 TOILETS AWAY FROM STORM DRAIN INLETS ON
PERVIOUS SURFACES.
THE CONTRACTOR fs REQUIRED TD �9 1. STEEPEST EXISTING NATURAL SLOPE ON SITE = 507r
MEASURES M PROTECT ANY EXISTING UTILITIES OR STRUCTURES 858 -496 -9760 • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY
FROM THE STREET, GUTTER, AND
LOCATED AT THE WORK SITE IT IS THE CONTRACTORS 2 MAXIMUM VERTICAL DEPTH OF CUT = 5 FEET SERVIN ENGINEERING STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE
EERiNG � U
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID JOBS{: CWE201.4121 P.O. BOX 130879, TRAVELED AWAY FROM CONSTRUCTION
SITE
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR w
- - �, 3. MAXIMUM VERTICAL DEPTH OF FILL = 4 FEET CARLSBAD, CA 92013 -0879
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF r,j �? E R F I C A 1 E 760 - 931 -1792, 931 -1892 FAX E* 2006
COMMENCEMENT OF WORK: 4. AVERAGE DEPTH OF CUT = 1020 CY x 27 = JOB NO. 21252 TRW
SEWER: CARDIFF SANITATION DISTRICT 760 -633 -2770 3.6 FT f
A ER
ELECTRIC: SAN DIEGO GAS & ELECTRIC 760 - 753 -6466 VIE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 7,680 SF
WATER: OUVENHAIN MUNICIPAL WATER DISTRICT 760 - 753 -6466 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING 5. AVERAGE DEPTH of FILL
= 695 CY x 27 = 25 i O �' M W A TE R POLL C 0 N TR 0 L B M P NOTES V ICINITY M A P
v
TELEPHONE: PACIFIC BELL 1- 800 -489 -3441 ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SIZE. 7,600 SF '. i _L A.TI VE
TO CON TRU CTI ON ACTIVITIES NO SCALE a ; �
CABLE W. DANIELS CABLEVISION 1- 800 - 422 -4133
Llk-
BY- DATE. I Z I qg Zt> q co
C ONTAIN WASHOUT
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS CONCRETE WASHOUT: CONTRACTOR SHALL ESTABLISH AND USE AN
ANY WORK H THIS IT PROJECT. PHONE: 760 DA kPASEO
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