1996-4593 G (Plans) LEGAL DESCRIPTION: THE NORTH 112 OF LOT 2 BLOCK F
OF SOUTH COAST PARK NO. 5 IN THE CITY
NOTIFICATIONS LEGEND OF ENCINITAS, COUNTY OF SAN DIEGO,
GRADING NOTES SOILS ENGINEER'S CERTIFICATE STATE OF CALIFORNIA, ACCORDING TO MAP
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES I, /_I,YTNONY8ejr4jT A REGISTERED CIVIL ENGINEER IN THE STATE OF S.DJI.S.D..
SAN DEW REGK AL STANDARDDRAVAN06 THEREOF NO. 2078.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOIL
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MECHANICS, HEREBY CERTIFY THAT I HAVE REVIEWED
THE SOILS REPORT S,DJGS.D. APN: 254 - 030 -24
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN PREPARED BY ALLIED EARTH TECHNOLOGY
AND AGREE WITH THE TEST METHODOLOGY. ITEM NO, SYMBOL
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: FINDINGS, AND RECOMMENDATIONS CONTAINED THEREIN. ONE COMPLETE
SITE ADDRESS: AVOCADO STREET
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COPY OF THE SOILS REPORT HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY FKOJECT BOUNDARY
- - LEUCADIA, CA 92024
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ENGINEER, ALONG WITH UPDATE LETTER DATED
J-11-f4 FURTHERMORE, I
REQUEST FOR INSPECTION. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
E)WnNGFROrERTYLINES - - OWNER /PERMITTEE: STEVE ESTRADA
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
6808 ZINNIA CT.
2. THE SOILS REPORT TITLED "SOIL INVESTIGATION - PROPOSED DUPLEX RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO BEEN INCORPO TED IN THE GRADING
PLANS AND SPECIFICATIONS. POSTING CONTOURS CARL SBAD, CA 92009
BUILDING SITE -3333 AVOCADO STREET, ENCINITAS CALIFORNIA" CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR C
PREPARED BY ALLIED EARTH TECHNOLOGY DATED MAY 25, 1995, STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND SIGNE - FROPOSED
DAYLITE LINE
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF CNO& -
�F
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND WORK: RICE NO.: y03" rKOFOSED OOKroURg ��
SPECIFICATIONS CONTAINED IN SAID REPORT. ESTIMATED QUANTITIES
A. SEWERS - CSD 633 -2770 EXP. DATE: -Q 3 s �` 3s rROrOSED SPOT ELEVATIONS
CUT 100 C.Y.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - (800) 422 -4133 - -
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PROrOSED FILL 100 C.Y.
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SDWD 633 -2848
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN SECT MA) IMPORT 0 C.Y.*
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC. BELL (800) 422 -4133 OWNERS CERTIFICATE r WALL / � C�o�
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - (800) 422 -4133 l I� AVOCADO ST .
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
GRADING. T HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST MtOrOSEDDIRECIMOFDIWNAGE(1XMN,) ONLY. (CALCULATED
ON A THEORETICAL BASIS. ACTUAL
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING , 4
IB' q ' QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ACTIVITY AND ADVISE OF THE COMPACTION
AND STABILITY OF THE SITE. PROfOSED�rVCDRAINrIrE I8'DED.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (619) 633 -2770 n RWrOSED12'X12" AREA DRAIN ® ( MATCH
MOST. Er
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR s //
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR ENVIRONMENTAL
NOTES:
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED
EX AC MVINO
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL 8E RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO S E DATE t
(EXCLUDING AND EXISTING MAN MADE SLOPES) .
f. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A (ALL MAN MADE SLOPES)
REJECTION AND REMOVAL. ST VE ESTRADA pQll/EN/Nf I pEpQE CURBi G!/T.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 6808 ZINNIA CT. ~ APA'oN PEk' _� FUTURE ULT.IMrROVEMENTS
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 0,5' AND THE MAXIMUM
OR A LICENSED LAND SURVEYOR. CARLSBAD, CA 92024 G /4. I VERTICAL HEIGHT OF FILL 0.5'
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL I GG RR Q
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE �� I rAD JE SCALE V ^B 3. A.) AVERAGE
AVERAGE - VOLUME -- 0549'
RAGE DEPTH - VOLUME OF CUT C.F. 0
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND ER05ION CONTROL
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND �' NO
REGULATIONS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE ESTRADA ��F
AT 929 -2758. 24 GCC A A OF FILL AREA OF FILL (S. F.)
B. GRADING OPERATING WITHIN SHALLLNOTSBE)� 5L NO SCALE !l rl .`�, /✓�TFy
NOR D ON T SATURDAYS. SUNDAYS F CITY O RECOGNIZED 7HOLIDAYS. 2 NECESSARY AT ALL ATIMES D RA AT
Gy \ G F/ � Nom _ - - _ Y
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 7F Fa P1 AI $DlLS EA/Cr.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TEMPORARY DEVICES WHEN RAIN IS IMMINENT, -
J Ii
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, _
�
G1POFb5ED 7ZIPE 2ET
__ -- --
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED -
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. GALL )OR 50R5D• e
ADVANCE BY CALLING (619) 633 -2770. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES SECTION C -C -
A
T WORK IN ORDER TO THE SATISFACTION OF THE CITY ENGINEER
1 - c
0 PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 0 WOR I G Q �]D �] _
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AFTER EACH RUN OFF PRODUCING RAINFALL. NT.�. - L x - _ m§=vcK
�
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 9 VTOADWAY DEDICATION i
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO rER DOG
��
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
OPERATION. WHICH MAY ARISE. �
It. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE I �� EARTHEN
BROW DITCH MN.
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND FINAL NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION, V HIGH MAX-NOf Almtrerlmeitmt
PROV D D STATING: 'THE GRADING UNDER PERMIT NO. -
93 - HAS BEEN PERFORMED IN SUBSTANTIAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED _ W {, _, --
Tw
CONFORMANCE WITH THE APPROVED GRADING PLAN OR A5 SHOWN ON GRADING PLAN SHALL BE INCORPORATED HEREON. ��
THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE s-� - _ - - - - - -- - -
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY - - -
-
- - -- - _- _ _ _ ID7 g
WHO CERTIFIES SUCH GRADING OPERATION. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK -- - -
--
DAY. MATGH�EX. !Fp•
T
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED HOWN SHALL BE IN PLACE + T -
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE ""'
9. ALL REMOVABLE PROTECTIVE DEVICES S ��
A
Lu
ND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN + -'�
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL PROBABILYTY FORECAST EXCEEDS FORTY PERCENT (40X1. SILT _
__
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. i - Z � 105.7
7
EG SHED TO DE REMOVED
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF f F X40
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR Ex RESIDENCE °
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO NOVEMBER 15, THE EDIMENT CONTROL HANDBOOK OF THE STATE \
SLOPES SHALL BE STABILIZED WITH I MATCH EIOST.Er a
CONSTRUCTED IN ACCORDANCE MITH THE RECOMMENDATIONS OF THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OF THE EROSION AND S 4
ARE SUITABLE FOR THEIR INTENDED USE. OF CALIFORNIA DEPARTMENT OF CONSERVATION. !I \
� X •
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED -` -
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING DECLARATION OF RESPONSIBLE CHARGE
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE _ RELOCATE EX TO METER AY
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PAD 104.5 ° 20.04'
TO WEST SIDE O D -_
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE x •
° U __,I
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE FF 105.0
INSTALLED. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS ELC.LFENCE a 1 � ° CM DRIVEWAYAMtONrW0
-14.
F�
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND CONSISTENT WITH CURRENT STANDARDS. TO BEREMOV t rL/1NT1:R"
101 63 IE:
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
rawa SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED
TO A a
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF 4
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL MY RESPONSIBILITIES FOR PROJECT DESIGN.
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM e POFESSIp r
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO Q / 0 A. A / ?9 79/
�' I 1Y O
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 °'O �9 6 F
�y� q� X
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WAYNE � Cn RCE 29577 DATE y 3Q / Np 7T
° a AC '0411/;(/&
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT No. 29577 0 to R�? G�IUL b
a i
m
ACCORDANCE WITH SPECIFICATIONS. W P A S C O ENGINEERING m 4
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH Exp. 03/31/99 ( t�
535 N. HWY 101, STE. A A I � o I a N V
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SOLANA BEACH, CA 92075 CIYi� - - A
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS F Z % \ 000 0
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
- -- w 7 E
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER / � n _ -
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY C C I ,mac �_ J _ _ - MA7>rH E .
P.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 1'01V_ 7zI - - - - - :" - - - - - - -
- -- - win
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED - -
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
IUPU Pbe
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL = - - - -�- .0T
- --
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
_ TO REMAIN
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ^ ' rp �( Ex' r nnnl V \ \ \� 0 0
lei
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND \� 0 V a �' a
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. s +.µ -5 \��� R � \ � �
�El 7j � IX �''
RESIDENCE
NN v �
EDOEeuRr DR. N � ' a 3 ° F� d�°�P`� �,� o
GRArHIC ,� [�O s 0 a cff h Am p 7070 0
VICINITY MAP ••
o to 2A so � � z
NO SCALE
z o CHIC= BY
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT ° = 6 „'� H " ' s' g " APPROVALS
CITY OF ENCINITAS ENG INEERING DEPARTMENT DRAWING N0. W a
ADD 2Er WALL q./!. E !`f /T FINA, V"ORARY DENCHMAM (TW PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APP 2 VE
GRADING AND EROSION CONTROL PLAN FOR:
/p APPROVED , . � �
TOr OF 7 IRAN rlrE AT N.W. CDR. OF LOT.
HORIZONAL i" - BY /� DATE: s � 6 BY: BY: E5TRADA RE5IDENCE 4593 -G
R.C.E. NO. 29577 DATE: $' C DATE: �-Z$
VERTICAL N/A DAT :'y o WANE PASCO
DATUM ASSUMED: ELEV. .109A6 � �[ 9 71 EXP. 3 -31 -99 W ORK PROJECT NO. DR 95 - 197 SHEET
I OF I