2009-10390 G (Plans) WORK TO BE DONE
A. GENERAL r Y,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC PARTIAL LANDSLIDE STABILIZATION
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN C . GRADING y A, a
rg
DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY rya }$i
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A F O R
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR QUALIFIED SOILS ENGINEER OR UNDER HIS /HER
INSPECTION.
DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND ^'
°r` !
LLS AND COMPACTION OF TRENCHES. HE/SHE
VALLEYSIDE LANE LANDSLIDE, LOTS 1 THROUGH 5, OLIVENHAIN
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL
MEADOWS AND PARCEL 2 OF PARCEL MAP 14489, ENCINITAS SHALL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
CALIFORNIA," PREPARED BY HETHERINGTON ENGINEERING, INC.,
DATED AUGUST 4, 2009, PROJECT NO. 6425.2 AND UPDATE TITLED UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY VALLEYSIDE LANE m LOTS 213, & 4
"TEMPORARY GEOTECHNfCAL REPAIR RECOMMENDATIONS, HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN u
VALLELYSIDE LANE LANDSLIDE, LOTS 2,3 AND 4, OLIVENHAIN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS
MEADOWS, ENCINITAS, CALIFORNIA, DATED NOVEMBER 12, 2009, WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED
PROJECT NO.6425ASHALL BE CONSIDERED AS A PART OF T mst r
GRADING PLANS AND THAT ALL EMBANKMENTS AND
,.I
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
ACCORDANCE WITH THE RECOMMENDATIONS AND ENCINITAS, CALIFORNIA
SPECIFICATIONS CONTAINED IN SAID REPORTS. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
r
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ° s, } •'
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE
OF SIZES, LOCATION AND TYPE OF DRAINAGE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET TO FINISHED WORK ON THE SITE AND SHALL TAKE M
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY s s 1
THESE SHALL BE REQUIRED IN CONJUNCTION WITH GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE . \
IMPROVEMENT PLANS. AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE /
1
GRADING. FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH �� ��•
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE ENVIRONMENTAL NOTES NOTICE TO CONTRACTOR
VICINITY MAP
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
SHALL BE REPLACED OR REPAIRED TO CONDITION TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 1. PERMITTEE SHALL INSTALL MINIMUM BEST MANAGEMENT PRACTICES
(BMP) 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL NOT TO SCALE
EXISTING PRIOR TO GRADING. BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PER CITY LOCAL IMPLEMENTATION PLAN (LIP). DISCREPANCIES TO THE ENGINEER PRIOR
TO THE COMMENCEMENT OF WORK.
6. THE DEVELOPER SHALL RESPONSIBLE THAT ANY EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 2. THE
PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SUPPLIERS, LESSEES, AND PROPERTY OWNERS THAT DUMPING OF ANY
POLLUTANTS INTO 2. PRIOR TO CONSTRUCTION OF ANY CONCRETE STRUCTURE, THE CONTRACTOR SHALL VERIFY
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY SPREAD, WATER, AND COMPACT THE FILL IN STRICT THE SYSTEM OR THE WATERSHED IS PROHIBITED. WITH THE SOILS
ENGINEER, THE TYPE OF CONCRETE RECOMMENDED.
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND ACCORDANCE WITH SPECIFICATIONS.
SURVEYOR. 3. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN SUCH A CONDITION THAT AN ANTICIPATED 3. CONTRACTOR AGREES TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.
POTENTIAL POLLUTANTS CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, FINISH GRADE TO PRODUCE SMOOTH SURFACES AND INCLUDE BUTARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES
FROM PAINTS, ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD
PRESERVATIVES AND LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS,
LUBRICANTS, THE OWNER, ENGINEER, AND THE CITY OF ENCINITAS HARMLESS FROM ANY LIABILITY, REAL
STANDARDS, LAWS AND REGULATIONS. TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLEIEQUIPMENT WASH
WATER OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM FOR LIABILITY ARISING
FROM SOLE NEGLIGENCE OF OWNER, ENGINEER, OR CITY OF ENCINITAS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF ROOTS, AND OTHER WASTE MATTER EXPOSED OR ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND
SUPERCHLORINATED
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL
DISPOSE OF SUCH 4. THE ESTIMATE QUANTITIES ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY SHEET INDEX
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE,
PHYSICALLY SEPARATED PERMITS, AND THE CITY DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES.
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND OF. THE TOE AND TOP OF ALL SLOPES SHALL BE FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE
WITH LOCAL, THE CONTRACTOR SHALL PERFORM THEIR OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID
CITY RECOGNIZED HOLIDAYS. ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. STATE, AND FEDERAL REQUIREMENTS. FOR ANY PORTION OF THE IMPROVEMENTS COVERED
BY THESE PLANS. SHEET NO. CONTENTS DESCRIPTION
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 4. PERMITTEE SHALL NOT DISCHARGE MATERIAL
OTHER THAN STORMWATER FROM THE PROJECT SITE.
i
MEETING HAS BEEN HELD ONSITE WITH THE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 5. CONTRACTOR SHALL PROVIDE CONSTRUCTION SITE FENCING
TO PROTECT THE WORK AREA. 1 TITLE SHEET & CONSTRUCTION NOTES
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS 5. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING
CONTAMINATED SOILS VIA
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A SURFACE EROSION IS PROHIBITED.
2 GRADING & EROSION CONTROL PLAN
PERMITTEE. THE PRE -GRADE MEETING SHALL BE NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL 3 LANDSLIDE STABILIZATION
PLAN & DETAILS
ADVANCE BY CALLING (760) 633 -2770. BE SECURED FROM THE SOILS ENGINEER AND CITY SOILS ENGINEER'S CERTIFICATE
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH CONCRETE CONSTRUCTION NOTES 4 TIEBACK NOTES & DETAILS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO MATERIAL. I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT 1. CONCRETE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE CLASS 520 -C -2500 AS IN THE FIELD OF APPLIED
SOILMECHANICS, HEREBY CERTIFY THAT SAMPLING AND STUDY OF
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL GUNITE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE AS SPECIFIED IN BETWEEN THE DATES MARCH 24, 2009
AND NOVEMBER 12,2009. ONE COMPLETE COPY OF THE
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 1D. E R OS ION CONTROL THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SOILS REPORT COMPILED
FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK TO THE OFFICE OF THECITY ENGINEER. FURTHERMORE,
I HAVE REVIEWED THESE GRADING ESTIMATED EARTHWORK QUANTITIES
IMPOSE WITH REGARDS TO THE HAULING OPERATION. BRISTER M RGENCY W RK DAVID BRISTOL AT 760 -519 -31 K 2• ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON
-SITE SOIL SHALL BE PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
CONSTRUCTED WITH TYPE V CEMENT UNLESS DEEMED UNNECESSARY BY SOLUBLE THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE 24 HOURS A DAY. SULFATE- CONTENT TESTS CONDUCTED BY THE SOILS ENGINEER. CUT
300 CUBIC YARDS
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE FILL 0 CUBIC
YARDS
AND /OR FINAL RELEASE OF SECURITY, AN AS 3. CONCRETE CURB AND INTEGRAL CONCRETE CURB AND GUTTER SHALL HAVE WEAKENED BY: DATE:
EXPORT 300 CUBIC YARDS
�/ - lZ - 2 ® f O
CERTIFICATION SHALL BE PROVIDED STATING: "THE PLANE JOINTS AT 12 FOOT INTERVALS,
N (q 3 7
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
GRADING UNDER PERMIT NO. 10390 -G HAS BEEN SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY RCE 0:
MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1
�,a5 ,s'
AT CONVENIENT LOCATIONS TO FACILITATE RAPID 4. ALL EXISTING OR NEW IMPROVEMENTS, INCLUDING CURBS AND GUTTERS, SIDEWALKS, ;, Z
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED EARTH WORK QUANTITIES ARE RAW ESTIMATES ONLY. THE QUANTITIES
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED
IN HETHERINGTON ENGINEERING, INC. ; 1 SHOWN ABOVE ARE INTENDED FOR USE IN ESTABLISHING GOVERNING
IMMINENT. CONNECTION WITH THE PROJECT SHALL BE JOINED OR MATCHED IN A MANNER 5205 AVENIDA ENCINAS, SUITE A
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER .., AGENCY FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, CARLSBAD, CALIFORNIA 92008 = ; 31 ;��lL% - THE
QUANTITIES FOR BID PURPOSES. ANY EXPORT OR IMPORT REQUIRED
WHO CERTIFIES SUCH GRADING OPERATION. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR REMOVAL, REPLACEMENT, AND CAPPING. 760 - 931 -1917
`
MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING] TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE
INSPECTOR. 5. NEW CURB AND GUTTER SHALL BE MARKED AT EVERY 10 FEET WITH A SCORE LINE ENGINEER'S JOB NO.: 6425.4 v CONTRACTOR.
B. NOTIFICATIONS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL AND EVERY 40 FEET WITH A CONSTRUCTION EXPANSION JOINT.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY DEVICES TO WORKING ORDER TO THE SATISFACTION OF 6. NEW OR EXISTING CURB AND GUTTER SHALL BE JOINED, MATCHED
OR REPLACED IF STATEMENT OF ENGINEER OF WORK
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING DAMAGED, TO A SAWCUT LINE SUCH THATA MINIMUM LENGTH OF 7 FEET OF CURB
LEGAL D ES C R I PT I O N
OBTAINED BY,A SEARCH OF AVAILABLE RECORDS. TO THE RAINFALL. AND GUTTER REMAINS IN PLACE AT ALL LOCATIONS. THE UNDERSIGNED ENGINEER AGREES THATTHE
WORK PERFORMED BY THE ENGINEER SHALL
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION 7. RESTORATION OF REAR YARD HARDSCAPE/FLATWORK AND OTHER EXISTING
SITE COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S IN THE CITY OF ENCINITAS, STATE OF CALIFORNIA, TRACT MAP 91 -198,
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY IMPROVEMENTS IS NOT A PART OF THIS SCOPE OF WORK. TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED LOTS 2, 3 & 4 OF MAP NO. 13952.
THE CONTRACTOR IS REQUIRED TO TAKE DUE ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE ADDRESS CURRENT OWNER LOT NO. APN
PRECAUTIONARY MEASURES TO PROTECT ANY UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFORMED
EXISTING UTILITIES OR STRUCTURES LOCATED AT BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS 1015 VALLEYSIDE
LN. MR. FORD SCOTT SEBASTIAN 2 264- 580 -02
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF
1025 VALLEYSIDE LN. MR. DAVID BRISTOL 3 264 - 580 -03
THE WORK SITE. IT IS THE CONTRACTOR'S SPECIAL NOTES
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT
RESPONSIBILITY TO CONTACT THE FOLLOWING ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 1055 VALLEYSIDE LN. MR. MARK BRISTER
4 264 - 580 -04
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR 1. "SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE THEREFORE DOES NOT RELIEVE THE ENGINEER
OF RESPONSIBILITY FOR THE PLANS OR
HAZARDOUS CONDITION. 0;;.
TO ANY EXCAVATION, FOR VERIFICATION AND CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER
AGREES TO INDEMNIFY AND LL;
LOCATION OF UTILITIES AND NOTIFICATION OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE." HOLD
HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES C
F WORK: APPROVED GRADING PLAN SHALL BE INCORPORATED FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
z
COMMENCEMENT O
A. SEWERS: CND - F W 633 -2770 HEREON. 2. THE OWNERS OF LOTS 2,3 AND 4 WILL PROVIDE ACCESS TO THE PROPOSED ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING OWNER'S CERTIFICATE
B. GAS &ELECTRIC: SDG &E - (760) 438 -6200 WORK AREAS IN ORDER TO EFFECTUATE THE INSTALLATION OF THE WITHIN THE COURSE AND SCOPE OF SUCH AGENCY
AND EMPLOYMENT AND ARISING OUT OF C
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST LANDSLIDE STABILIZATION. EACH THE WORK PERFORM BY THE ENGINEER.
i (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
c;
I-- C. WATER: SAN DIEGUITO WATER DISTRICT - (800) 227 -2600
DRAIN AWAY FROM THE FACE OF SLOPE AT THE
D. TELEPHONE: SBC BELL - (760) 489 -3411 3. LOCATIONS OF PROPERTY LINES TO BE DETERMINED BY A LICENSED LAND B DATE: (f �
10 ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY c .
CONCLUSION OF CH WORK DAY.
E. CABLE TV: COX COMMUNICATIONS - (760) 806 -9809 EXT. 2233 SURVEYOR PRIOR TO BEGINNING WORK.
9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN OF THE SITE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE .
C'
OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY RCE N0: q 31
ON THIS PROJECT. PHONE: (760) 633 -2770. o � i, /sf / a
PERCENT (40% SILT AND OTHER DEBRIS SHALL BE t.• •. BY: DATE: '�
;'.
HETHERINGTON ENGINEERING, INC. 1 " F L
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON REMOVED AFTER EACH RAINFALL. -
f c FORD SCOTT SEBA u,
5205 AVENIDA ENCINAS CARLSBAD, CALIFORNIA 92008 SUITE A €.: r s.
CALLS FOR INSPECTION. PHONE: (760) 633 -2770. STI 10. SHOULD GERMINATION OF HYDRO - SEEDED SLOPES FAIL TO
" '� '�T i' "c Z/ �C/
J
ALL WORK PERFORMED WITHOUT BENEFIT OF PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% ® 760- 931- 1917 `' " ' '� BY:
DATE: 1-
INSPECTION WILL BE SUBJECT TO REJECTION AND COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL ENGINEER'S JOB NO.: 6425.4 a ` v w �3r�li+
DAVID ISTOL F
REMOVAL. V L 3 1 L [� �
BE STABILIZED WITH PUNCHED STRAW INSTALLED IN l " v
4. CONTRACTOR ASSUMES ALL LIABILITY AND RESPONSIBILITY ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 3.�'� . _ BY:
DATE: LJ �` �/ (� G
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR SEDIMENT CONTROL HANDBOOK OF THE STATE OF PMARK BRISTER
STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. CALIFORNIA DEPARTMENT OF CONSERVATION.
C :
r
I INC SERVICE ALERT r"
CITY OF ENCINITAS UBLIC WORKS DEPT. CITY OF ENCINITAS FIRE &MARINE SAFETY DEPT. CITY OF ENCINITAS PARKS &RECREATION DEPT. CITY OF ENCINITAS
PLANNING &BUILDING DEPT. OLIVENHAIN MUNICIPAL WATER DISTRICT
HETHERINGTON ENGINEERING e.
'"� Simply dial 8-1 -'I from j
SOIL & FOUNDATION ENGINEERING any phone, anywhere, AP RQ AL APPROVAL APPR VAL APPROVAL APPROVAL
�;•
ENGINEERING GEOLOGY • HYDROGEOLOGY nation wide and you
o
4 -/9 to /¢,fin- `I /i3��o H/S �a y� /o L 0 a 5205 AVENIDA ENCINAS, SUITE A
will be connected to the - y -46- BY: DATE:
B EC
CARLSBAD CALIFORNIA 92008 local one call center. DATE: BY: DATE: BY: DATE: BY: /� DATE: e,I
(760) 931 -1917 TWO WORKING DAYS BEFORE YOU DIG NOTE: SIGNATURE EXPIRES TWO YEARS AFTER DATE NOTE: SIGNATURE EXPIRES TWO YEARS AFrER DATE NOTE:
SIGNATURE EXPIRES TWO YEARS AFTER DATE NOTE: SIGNATURE EXPIRES TWO YEARS AFTER DATE NOTE: IGNATURE EXPIRES TWO YEARS AFTER DATE';
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT
D ESIGNED DRAWNNBY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWINGNC.
3 PT. NO. 1020 NAME ENC - 20 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDEDSR AP VET � PARTIAL LANDSLIDE STABILIZATION
r*
STAMPING ENC -20, LS 7322 / `.. /Q
2 � u ' -/ G MONUMENT DESCRIPTION: SET 2.5" CITY OF ENCINITAS HORIZONTAL DATE : �t L'ZOI O BY BY VALLEYSIDE LANE
- LOTS 2, 3 & 4 10390 -G
BRASS DISC IN THE SOUTHWEST CORNER OF CONCRETE ENCINITAS CALIFORNIA
PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE OF R.G.E. NO.: 41 937 A , ' '
RANCHO SANTA FE ROAD AND 100 FEET SOUTH OF VERTICAL 1 DATE: A1.22LI A DATE: TITLE SHEET &CONSTRUCTION NOTES
EL CAMINO DEL NoRTE. DANNY COHEN EXP. 3 - R.C.E. R.C.E. WORK PROJECT NO. I O3JO -G PLANNING CASE #:DR/CPP
SHEET 1 OF 4
EL. = 120.564 DATUM: NAVD88 ` "
NoText
NoText
NoText
NoText