1998-5391 G (Plans) Q
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CLEARING AREA PLAN
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LEGAL DESCRIPTION: PORTION SECTION 24, T13S, RAW, SBM
GENER NOTES
CITY OF ENCINITAS, CALIFORNIA
1..ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE A.P.N.:262- 061 -11
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES I -
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER / / _ it
PRIOR TO ANY REQUEST FOR INSPECTION. NOR OF IMPROVEMENTS I ���� { \\ i...•d / /f //" �! l J1Jl(I /f fJ I /� /��/
� ENCINITAS, CA 92024
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/ / f� s SITE ADDRESS: EL CAMINO REAL
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2..APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES. \ I ( � f � J r r � ! ? ' a���'� o ��'''"�•�,, ~ ��` � �� {
��` �1" �,I' f I (' � {� I�t�� _-- -- -~ �1i
LOCATION AND TYPE OF DRAINAGE FACILITIES, \0`t ( �/
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS I , I �--i �� f f r _f {� p �� OWNER /PERMITTEE:
DANIEL T. SHELLEY
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT 905 OLIVE CREST DRIVE
PLANS. I / r OLIVENHAIN, CA 92024
3.. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE ' f l� \= % ;� ���� r �(,( J� \
GRADING. I �( t { l� -`�
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4..CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO I --n ____- ---'" �� � `•-� "•�..�
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED ���� , a - �'' ,•� �/ \ {
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TO CONDITION EXISTING PRIOR TO GRADING. IJ- \�.� =--- �"'.. r ✓ ° i \ 4 ������� f
5..THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR I i }ti�
✓ % \� == ✓" -�
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTIMATED QUANTITIES
I � /" °��, -`�-, � � -- �. � � ''? / I � � �� � "°- � � _ �' `� �, _, "
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A I �.�ti \ ` �o ' ; \ �. / CUT: N/A C.Y.*
LICENSED LAND SURVEYOR.
�`.,� FILL: N/A C.Y.
6..THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE I = ° o `� f "��' IMPORT: N/A C.Y.*
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL I `
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. i T;I►� I T N ` f s I / / 1 "t * EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
7..GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF - -- / f YY i J / r / I1 ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED \ `� °° -+" ' j f j ) J I �J ( QUANTITIES
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON ti f +
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. I v� j / �� 1 l f
8..NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD O WITH THE FOLLOWING PEOPLE
PRESENT: CITY INSPECTOR, R, CIVIL ENGINEER, SOILS ENGINEER,
f / l ✓ al _
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL j r r - '�~ � ENVIRONMENTAL NOTES:
BE SCHEDULED WITH THE CITY AT LEAST 4B HOURS IN ADVANCE BY I - / t / , ✓� ! - / f/ y
CALLING (619) 944 -3374. I l d t f ��/ �/�� / 1. STEEPEST EXISTING NATURAL SLOPE ON SITE= N/A
9..PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY I f I ! � \\��/ 2. MAXIMUM VERTICAL DEPTH
OF CUT= 0 FEET j
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER / / ? / J / l /� �''\ /' '�� = = �� x ( -A\
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE CITY ENGINEER f' / / �' / ' ' �``� '� ) 3. MAXIMUM
VERTICAL DEPTH OF FILL= 0 FEET
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH
-/ A. AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0 FEET
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE OF CUT AREA OF CUT (S. F. )
WITH REGARDS TO THE HAULING OPERATION.
10..UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 5. AVERAGE DEPTH = VOLUME OF FILL (C.F.)
= 0 FEET k
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF OF FILL AREA OF FILL (S.F.)
SECURITY, AND AS- GRADED CERTIFICATION SHALL BE PROVIDED
STATING: "THE GRADING UNDER PERMIT N0. HAS �. l�( �,.•- l s r = = s 6. TOTAL CLEARING
AREA: 3.16 ACRES (138662 SO. FT.)
»/ rj 1'l;!'���
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED +r ��.- �
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". + ' l / 1�1��f .., __
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF j /
THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. /1l �� �tt (ttl ' !pr.
11..THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDINGOF WATER. HE
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SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING NOTIFICATIONS
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PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE r' I ''
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REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS / �
MEASURES HAVE BEEN INSTALLED. \ r' 13 r` ° i (� 1.. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY
PIPES AND
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL I L
�i �(� ��� STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
t _ 7 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
12..ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND w ,� EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER:
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD " I �� }t) ,.4 p TENNIS CLUB DRIVE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE I i f tt t ; I!I�i +` A ti � J THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 1 ,
° a TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL I I r �`� '�\ t (� �'I''` jji l' -?_
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE \` I - = "?�` i " - o CONTACT THE FOLLOWING
RESPONSIBILITY TO CONTACT THE
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 FEET AND % f �, r�t \1� z 2000' ( + / -) FOLLOWING OWNERS
OF SAID UTILITIES OR STRUCTURES PRIOR
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE l � :) TO ANY EXCAVATION, FOR VERIFICATION
AND LOCATION OF UTILITIES
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND t /� t ,/ (� I �3� \� li ,' L v v AND
NOTIFICATION OF COMMENCEMENT OF WORK:
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
w ANCHESTER A..SEWERS - ...694 -3273
13..CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
M
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE r l,� r B..GAS & ELECTRIC - .(800) 422 -4133
SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 1 1� l 1 \ ; 1 I, i , `�\ ' IX
PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
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LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND = \ \ }`' / INTERSTATE 5 Lu C..WATER
- ...753 -6466 2 D..TELEPHONE.- ..(800) 422 -4133
OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES
ZLIU WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND
DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED I d \ ��` \�\ \\` \�` jn'i;:t,� " �/ E..CABLE
TV -,.(800) 422 -4133
IN ACCORDANCE WITH THE GRADING ORDINANCE.
l E�\ 2..CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
14..ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL ( �( \ \� HOURS PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT.
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE I \ ! \ \ 1 Z �\ �� \\ �` J �( MANCHESTER PHONE:
(619) 944 -5070
SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE �
BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM 3..THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON
CALLS FOR
UN O 0 �HE I I I • N \�i I� \ ����� r/ `�[I /� INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED
�� J J WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
ANY SUCH MATERIAL. I ��� �� j 1j� =.r AND REMOVAL.
MITIGATION MEASURES (CONSTRUCTION MONITORING) I I �l j 1 r J�J ,,�°� J a.. VICINITY MAP
A -1 THE BOUNDARIES OF THE CONSTRUCTION AREA WILL BE CONSPICUOUSLY NTS
MARKED. w DECLARATION OF RESPONSIBLE CHARGE
A -3 THE PROJECT BIOLOGIST WILL PERIODICALLY VISIT THE CONSTRUCTION SITE I ' \ l )'J
TO MONITOR COMPLIANCE. �� I ' 1 I /�%- �! / "� '�� I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT. THAT I ,
I )ti p �j !(1 � ,s /.^ ��/ � HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
AS DEFINED
A -4 AS PART OF THESE VISITS, THE PROJECT BIOLOGIST WILL EVALUATE THE 61 r��/ � IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN
EFFECTIVENESS OF ANY EROSION CONTROL MEASURES. -� �� \lam f IS CONSISTENT WITH CURRENT STANDARDS.
A -5 PURSUANT TO TASKS A -3 AND A -4 ABOVE, IF ANY SIGNIFICANT IMPACTS OCCUR, ` f ' ` Q�OFESS /ay I UNDERSTAND
THAT THE CHECK OF PROJECT DRAW
THE CITY WILL BE NOTIFIED AND A REPORT WILL FOLLOW TO THE CITY AND C.D.F.G.{ c�0 A q� INGS AND SPECIFICATIONS
BY THE
OR ANY OTHER RESOURCE AGENCY RESPONSIBLE FOR IMPLEMENTATION OF THESE I I �Q �E A F CITY OF ENCINITAS
IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS
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MEASURES. 9S C ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
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IN ADDITION, PROBLEM AREAS WILL BE IMMEDIATELY DISCUSSED WITH THE "' IV0.29577 a L.v DATE /
BY:
CONSTRUCTION SUPERVISOR.
GRAPHIC SCALE 1"-loo' EXP. 3/31/99 R.C.E. WAYNE PASC ASCO'
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE CON04UN= DEVEI,0pMEr]'T �_ DESIGNED BY DRAWN BY .�_ CHECKE BY _
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SEB i SEB WAP APPROVALS CITY OF ENCIIVITAS ENGINEERING DEPAR'T'MENT DRAWING NO. w m _u
CITY of ENCINITAS P -oo4 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APP VED CLEARING PLAN FOR:
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PK & SHINER IN EL CAMINO REAL U =`
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MEDIAN, N. OF SEDIMENT BASIN. HORIZONAL �_] _ 700 '_ �,a(� VZ s�T N,�— / ^SIX Q .
DATE: Z 8 BY: __- BY: SHELLEY PROPERTY 5391 —G
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VERTICAL _A _ WgYN� pASCO R . C . E . N0 . 29577 DATE: - 3 -q DATE:
EL: 112.48 DATUM: USC66S " qs
EXP. 3 -31 -99 WORK PROJECT NO. SHEET 1 OF 1
PE 597F