2011-10867 G (Plans) sa,
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A- GENERAL ~: N
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1 '
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC IBM
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION `
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN
DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY C! FZY\0 I N C3
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A �'# "" s
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INSPECTION. QUALIFIED SOILS ENGINEER OR UNDER HIS/HER ,
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE
-
VALLEYSIDE LANE LANDSLIDE, LOTS 1 THROUGH 5, OLIVENHAIN EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
MEADOWS AND PARCEL 2 OF PARCEL MAP 14489, ENCINITAS BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE
§
CALIFORNIA," BY HETHERINGTON ENGINEERING, INC-, DATED SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
AUGUST 4, 2009, PROJECT NO. 6425.2 AND UPDATE TITLED UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL
"GEOTECHNICAL REPAIR RECOMMENDATIONS, VALLEYSIDE '`
_
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY
LANE LANDSLIDE, LOT 5, OLIVENHAIN MEADOWS, 1065 VALLEYSIDE HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT IN
LANE, ENCINITAS, CALIFORNIA, BY HETHERINGTON ENGINEERING, 4 °
HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS
INC., DATED APRIL 26, 2011, PROJECT NO. 6708.1 SHALL BE WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED
CONSIDERED AS A PART OF THIS GRADING PLAN.ALL GRADING
GRADING PLANS AND THAT ALL EMBANKMENTS AND
SHALL BEDONE IN ACCORDAN` �,E WITH THE RECOMMENDATIONS EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. `P
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AND SPECIFICATIONS CONTAINED IN SAID REPORTS.
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL
3. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
OF SIZES, LOCATION AND TYPE OF DRAINAGE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENTS F
PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET a
RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ,
TO FINISHED WORK ON THE SITE AND SHALL TAKE xf
THESE SHALL BE REQUIRED [N CONJUNCTION WITH REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY
IMPROVE'.'--NT PLANS. GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE
4. WRITTEN PERMISSION SHALL ICE OBTAINED FOR ANY OFFSITE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE I
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH
REQUIRED TO PROTECT ADJACENT PROPERTIES DUR NG STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE V IC
M A P
SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS V INITY
EXISTING PRIOR TO GRADING. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL NOT TO SCALE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" ENVIRONMENTAL OTE S NOTICE TO CONTRACTOR n
.._.
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY AND I•HEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, 1, PERMITTEE SHALL INSTALL MINIMUM BEST MANAGEMENT PRACTICES
(BMP) 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
SURVEYOR. SPREAD, WATER,AND COMPACT THE FILL IN STRICT PER CITY LOCAL IMPLEMENTATION PLAN (LIP). r4A LL DISCREPANCIES TO THP " NGINEER
PRIOR TO THE COMMENCEMENT OF WORK.
ACCORDANCE WITH SPECIFICATIONS.
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO 2, THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS,
MATERIAL 2. PRIOR TO CONSTRI." ION OF ANY CONCRETE STRUCTURE, THE CONTRACTOR SHALL
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, SUPPLIERS, LESSEES, AND PROPERTY OWNERS THAT DUMPING OF ANY POLLUTANTS INTO
UNIFORM AND SHALL. BE RESPONSIBLE FOR CONFORMING TO ALL GRADE TO PRODUCE SMOOTH SURFACES AND THE SYSTEM OR THE WATERSHED IS PROHIBITED. VERIFY
WITH TI-" dLS ENGINEER, THE TYPE OF CONCRETE RECOMMENDED.
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS
STANDARDS, LAWS AND REGULATIONS. AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 3. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN SUCH A CONDITION THAT
AN ANTICIPATED ;QNTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
TRIMMED AS DIRECTED BY THE ENGINEER OF WO''K AND STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. POTENTIAL POLLUTANTS CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;
WASTES FROM PAINTS, ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
(1/2)MILE OF A STRUCTURE FOR HUMAN OCCUPANCY ROOTS,AND OTHER WASTE MATTER EXPOSED OR STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES
AND LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE SOLVENTS;ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS;
FUELS, OILS, THE OWNER, ENGINEER, AND THE CITY OF ENCINITAS HARMLESS FROM ANY LIABILITY, REAL SHEETINDEX
P.M.AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED LUBRICANTS,AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS,
VEHICLE/EQUIPMENT OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
CITY RECOGNIZED HOLIDAYS, OF. THE TOE AND TOP OF ALL SLOPES SHALL BE WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES;
FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF OWNER, ENGINEER, OR CITY OF ENCINITAS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING;AND
SHEET NO. CONTENTS DESCRIPTION
PREC' .AGING MEETING HAS BEEN HELD ONSITE WITH THE 5. ALL TREES, BRUSH, GRASS,AND OTHER OBJECTIONABLE SU PERCH LORI NATED POTABLE WATER LINE FLUSHING.
DURING CONSTRUCTION, PERMITTEE 4. THE ESTIMATE QUANTITIES ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY
FOLLJ��JING PEOPLE PRESENT: CITY INSPECTOR, CIVIL MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY
AREA PERMITS,AND THE CITY DOES NOT GUARANI THE ACCURACY OF THE ESTIMATED QUANTITIES, 1 TITLE SHEET&CONSTRUCTION NOTES
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS DISPOSAL E, PHYSICALLY SEPARATED FROM POTENTIAL FEDERAL
ER RUNOFF, WITH ULTIMATE THE CONTRACTOR SHALL PERFORM THEIR '' WN QUANTITY TAKEOFF BE',JRE SUBMITTING A BID
PERMITTEE. THE PRE-GRADE MEETING SHALL BE TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A DISPOSAL IN ACCORDANCE WITH LOCAL, STATE,AND FEDERAL REQUIREMENTS.
FOR ANY PORTION OF THE IMPROVEMEN 6 = COVERED BY THESE PLANS. 2 GRADING & EROSION CONTROL PLAN
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY 4. PERMITTEE SHALL NOT DISCHARGE MATERIAL OTHER THAN STORMWATER
FROM THE
ADVANCE BY CALLING (760)633-2770. DEBRIS.APPROVAL OF LOCATION OF DEBRIS FILL SHALL PROJECT SITE. 5. CONTRACTOR SHALL PROVIDE CONSTRUCTION
SITE FENCING TO PROTECT THE WORK AREA, 3 LANDSLIDE STABILIZATION PLAN & DETAILS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO BE SECURED FROM THE SOILS ENGINEER AND CITY 5. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING
CONTAMINATED SOILS VIA
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH SURFACE EROSION IS PROHIBITED. 4
TIEBACK NOTES & DETAILS
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL MATERIAL.
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL SOILS E N G I N E S °S CERTIFICATE
ROUTE. THE DEVELOPER S!-TALL COMPLY WITH ALL CONCRETE CONSTRUCTION NOTES CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY D _ E ROS I C�ICI CO
N-T R I- I,A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IMPOSE WITH REGARDS TO THE HAULING OPERATION. IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SA
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVEN 1. CONCRETE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE CLASS 520-C-2500 AS THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME SAMPLING
UNDER PLING AND D STUDY OF DIRECTION ESTIMATED EARTHWORK QUANTI I-`I ES
11, UPON FINAL COMPLETION OF THE WORK UNDER THE DAVIS AT 760-944-1122 24 HOURS A DAY. SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL 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
AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN CUT - 585 CUBIC YARDS
CER IFICATION SHALL BE PROVIDED STATING: "THE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SUBMITTED TO THEOFFICE OF THE CITY ENGINEER.
FURTHERMORE, 1 HAVE REVIEWED THESE FILL - 260 CUBIC Y;-R DS
GRADING UNDER PERMIT NO. 10867-G HAS BEEN SEASON (OCTOBER 1 TO APRIL 15).ALL NECESSARY 2. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON-SITE SOIL SHALL
BE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT EXPORT - 325 CUBIC YARDS
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 CONSTRUCTED WITH TYPE V CEMENT UNLES°' DEEMED UNNECESSARY
BY SOLUBLE FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AT CONVENIENT LOCATIONS TO FACILITATE RAPID SULFATE-CONTENT TESTS CONDUCTED BY THE SOILS ENGINEER.
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS � EARTHWORK QUANTITIES
ARE RAW ESTIMATES ONLY. THE QUANTITIES
-_" �_® ��
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER IMMINENT. 3, CONCRETE CURB AND INTEGRAL CONCRETE CURB AND GUTTER SHALL HAVE WEAKENED DATE:
- - SHOWN ABOVE ARE INTENDED FOR USE 1N ESTABLISHING GOVERNING
WHO CERTIFIES SUCH GRADING OPERATION, 3. DEVICES SHOWN ON PLANS •�3HALL NOT BE MOVED OR PLANE JOINTS AT 12 FOOT INTERVALS. F O: G 15 2-3
L( ��� / � X400GY FEES CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
f THE Clt.ANtITIGS FOR BID PURPOSES. ANY EXPORT OR IMPORT REQUIRED
` MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING �%C)�� ��' ��°
INSPECTOR. 4. ALL EXISTING 3R NEW IMPROVEMENTS, INCLUDING CURBS AND GUTTERS, SIDEWALKS, HETHERINGTON ENGINEERING, INC. ®Q� f`P�'`
TO BALANCE f,iLL SITE SHALL BE THE SOLE RESPONSIBILITY OF THE
ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN , CONTRACTOR.
-a., NOTIFICATIONS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL 5205 AVENIDA ENCINAS, SUITE A `'' No.2346 �
CONNECTION WITH THE PROJECT SHALL BE JOINED OR MATCHED IN A MANNER CARLSBAD, CALIFORNIA 92008 3r3l1��
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY DEVICES TO WORKING ORDER TO THE SATISFACTION OF SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING,
fxp•Date
760-931-1917
THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING REMOVAL.; REPLACEMENT,AND CAPPING. ENGINEER'S JOB NO.: 6798.1 Ep �' ,, LEGAL
DESCRIPTION
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE � C � '
OBTAINED BY A SEARCH CF AVAILABLE RECORDS. TO THE RAINFALL. `G
5. NEW CURB AND GUTTER SHALL BE MARKED AT EVERY 10 FEET WITH A SCORE LINE p
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND EVERY 40 FE'--'T WITH A CONSTRUCTION EXPANSION JOINT,
KCAL\� IN THE CITY OF ENCINITAS, STATE OF CALIFORWI,TRACT MAP 91-198,
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER; CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY STATEMENT OF ENGINEER F O R K
LOT 5 OF MAP NO. 13952.
THE CONTRACTOR IS REQUIRED TO TAKE DUE ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR 6. NEW OR EXISTING CURB AND GUTTER SHALL BE JOINED, MATCHED, OR REPLACED
IF _ _ _ _
PRECAUTIONARY MEASURES TO PROTECT ANY UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DAMAGED,TO A SAWCUT LINE SUCH THAT A MINIMUM LENGTH OF 7 FEET OF CURB
ADDRESS_____S _ T CURRENT OWNERS LOT NO. APN
r THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERF"17' MED BY THE ENGINEER SHALL - -- --
EXISTING UTILITIES OR STRUCTURES LOCATED AT AND GUTTER REMAINS IN PLACE AT ALL LOCATIONS.
THE WORK SITE. IT IS THE CONTRACTOR'S 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
AND PR,`,'TICES OF THE ENGINEER'S 1065 VALLEYSIDE LN. STEVEN &ANNA DAVIS 5 264-5 0-05
RESPONSIBILITY TO CONTACT THE FOLLOWING NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS T RESTORATION OF REAR YARD HARDSCAPE/FLATWORK AND OTHER EXISTING
SITE TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT ,+HE WORK PERFORMED v
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR ONTO AREAS WHEN IMPOUNDED WATERS CREATE A IMPROVEMENTS IS NOT A PART OF THIS SCOPE OF WORK. HEREIN
SHALL BE IN ACCORDANCE WITH THE RULES AND REGUI..,,NTIONS REQUIRED BY THE
TO ANY EXCAVATION, FOR VERIFICATION AND HAZARDOUS CONDITION. CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFORMED
LOCATION OF UTILITIES AND NOTIFICAT ON OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE BY THE CITY OF ENCINITAS IN ITS CAPACITY AS
A PUBLIC ENTITY FOR THE PLANS
COMMENCEMENT OF WORK: APPROVED GRADING PLAN SHALL BE INCORPORATED PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS
OF
A. SEWERS: CSD - ;760) 633-2770 HEREON. SPECIAL NOTES THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,AND IT '
B. GAS& ELECTRIC: SDG&E - (760)438-6200 THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR OWNER'S
CERTIFICATE
$. GRADED AREAS AROUND THE PROJECT PERIMETER MUST 1. "SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE
C. WATER: OLIVENHAIN MUNICIPAL WATER DISTRICT- (760) 753-6466 _ DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY AND
D, TELEPHONE: SBC BELL- (760)489-3411 DRAIN AWAIT FROM THE FACE OF SLOPE AT THE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO HOLD HAR;,ILESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
CONCLUSION OF EACH WORK DAY. SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE," - _.
E. CABLE TV: COX COMMUNICATIONS - (760)806-9809 EXT. 2233 _ �. FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT
ACTS, GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE O'1/�R
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN 2. THE OWNER OF LOTS 5 WILL PROVIDE ACCESS TO THE PROPOSED � ERRORS, OR OMISSIONS
OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANL'. STABILITY
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF OF
THE SITE.
OFFICE 4$ HOURS PRIOR TO BEGINNING ANY WORK PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE WORK AREAS IN ORDER TO EFFECTUATE THE INSTALLATION OF THE
`� THE WORK PERFORMED BY THE ENGINEER.
ON THIS PROJECT. PHONE: (760)633-2770. (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY LANDSLIDE STABILIZATION. �°X458
PERCENT(40%). SILT AND OTHER DEBRIS SHALL BE Fxp D qtj�°
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON REMOVED AFTER EACH RAINFALL. 3. LOCATIONS OF PROPERTY LINES TO BE DETERMINED BY A LICENSED LAND /
o BY: �` DATE:
CALLS FOR INSPECTION. PHONE: (760)633-2770. SURVEYOR PRIOR TO BEGINNING WORK. ST Cr ;L c���� BY:_ -�_j ' -_- - _ Dhf
C= STEVEN DAVIS
ALL WORK PERFORMED WITHOUT BENEFIT OF 10. SHOULD GERMINATION OF HYDRO-SEEDED SLOPES FAIL TO
O F o RCE NO: t /
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90/o
INSPECTION WILL BE SUBJECT TO REJECTION AND
REMOVAL. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL :� 3r Oj`}` BY: _ C r � -� --- DATE:
°
BE STABILIZED WITH PUNCHED STRAW INSTALLED IN HETHERINGTON ENGINEERING, INC. :� ��°�, t� --
4. CONTRACTOR ASSUMES ALL LIABILITY AND RESPONSIBILITY ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 5205 AVENIDA ENCINAS, SUITE A ANA
DAVIS
®® � Pdo:41937 T'�)� a
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR SEDIMENT CONTROL HANDBOOK OF THE STATE OF ������ �� 7- CARLSBAD, CALIFORNIA 92008 �a"
I
STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. CALIFORNIA DEPARTMENT OF CONSERVATION. 760-931-1917 ,+ Epp°Oa"��;��L `
ENGINEER'S JOB NO.: 6798.1 ''� w
9 C.
DtAL1p -°
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f
T I TON ENGINEERING, INC, UNDERGROUND pEFd a��E1�E om 'C o
CITY OF ENCI ITAS PUBLIC WORKS DEPT. CITY OF ENCINITAS FIRE & MARINE SAFETY DEPT. CITY OF ENCINITAS PARKS & RECREATION I-_�EPT. CITY OF
ENCINITAS PLANNING '. BUI�.DING DEPT. OLIVENHAtI'� MUNICIPAL WATER ®! TRI�,T
SOIL&FOUNDATION ENGINEERING -
any phone, anywhere, OVAL APPROVAL A PROVAL APPROVAL APPROV L
ENGINEERING GEOLOGY ^ HYDROGEOLOGY M nation wide and you
5205 AVENIDA ENCINAS,SUITE A will be connected to the 8 J
CARLSBAD,CALIFORNIA 92008 local one call center.
BY DATE: �-t BY: -�� � - - � - --------- DATE: a_/�� ---- BY: DATE: �� - 3Y: ` ..` ._� _ DATE:
�G.��_ BY: �. DATE:
--
X760)931-1917
TWO WORKING DAYS BEFORE YOU DIG NOTE: SIGNATURE EXPIRES TWO YEARS AFTER DATE NOTE: SIGNATURE EXPIRES TWO YEARS AFTER DATE !'NOTE: SIGNATURE
EXPIRES TWO YEARS AFTER DATE ?`TE: SIGNATURE EXPIRES TWO YEARS AFTER DATE � NOTE: I(iNATUR£EXPIRES TWO YEARS AFTER DATE
DESIGNED BY DRAWN BY _ ___ __ CHECKED BY
REVISIONS APPROVED l DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT -� P C AI ROVALS I OE
NCIN IT ENGINEERING SERVICES D °�ARTMENT DRAWING NO.
�AOOL� SYSTEM , A ;S11 //Z _ PT. No. 1020 NAME ENC 20 PLANS PREPARED UNDER SUPERVISION OF RECOMM_�uDED &WIL APPR
VED _�. LANDSLIDE= STABILIZA TION
_�SWI 111116 P� a � STAMPING ENC-20, LS 7322 g� 1 VALLEYSIDE�/ � R
- MONUMENT DESCRIPTION: SET 2-5"CITY OF ENCINITAS - " -® ° C� C�� \/`_ .�,. E i S ® LANE E
�O 1
W RETENTION WIN _. -- T-- -_-_- - - ---� --� BRASS DISC IN THE SOUTHWEST CORNER OF CONCRETE HORIZONTAL -----_____- / DATE __ BY:
�H �� BY: _ � _... 1 0867-G
-- - ENCINITAS CALIFORNIA
PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE C_;t R.C.E. NO. : 41937-_
----- 'SHTS �!- A --- --- ---- --- --- - -_ - -- _ __---'r---._-- RANCHO SANTA FE ROAD AND 100 FEET SOUTH OF --- ----- -----
'Z5,' 1 CONSTRUCTION NOTES
-- - TITLE SHEET c<
DATE: g_Z�1 �I_ DATE: ---- .
VERTICAL -_ .._,.
R, --- -__-- - ` _- - - - -_- ,-� _ ELiAMINO DEL NORTE• _ DANNY COHEN
1�1 ' - - - 5 ----v', �2 - EL. _ '12o.5s4 DATUM: NAVD88 . EXP. 3-S?-1� R.C.E. G 4ZS��- R.C.E. ��G WORK ROJECT