1998-5406 G (Plans) CLEARING AREA PLAN
LEGAL DESCRIPTION: PORTION SECTION 24, T13S. RAW, SBM
LIMITED CLEARING AREA CITY OF ENCINITAS, CALIFORNIA
GENERAL NOTES
A.P.N.:262- 080 -20
1..ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE _ _ _ _ - ° -
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE / ' ! J t t
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND r _ } t f ° ' O�' - !_ _ _ - 6287 + �
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES r - } t 6283 6284 r 6285 - - - - 628 _
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER _ r \ _ - _ _ ` e _ _ _ r SITE ADDRESS: EL
CAMINO REAL
PRIOR TO ANY REQUEST FOR INSPECTION. r- orr `\\ °°` \®
ENCINITAS. CA 92024
2..APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, / ' f °6282 r ° ° \ OWNER /PERMITTEE:
HERITAGE PARTNERS
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS ° ° ' + r ° \\ ^ \ N. FRESNO
ST., SUITE 102
FRES
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS ° - - - _ ° ° r ' r ' r , 1g0 ° ^ > \ ` -
FRESNO, CA 93710
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT r �\ r` ' HAND'CLEARING- A RE'A._ \ \\ \ (209)
449 -7330
PLANS.
3..WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
6280 1 11, 1 O 279
GRADING. x150 -,�
4..CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 8
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED NO CLEARING IN THIS AREA
TO CONDITION EXISTING PRIOR TO GRADING. ° \ \ \\ \\ ,s � \\ ESTIMATED QUANTITIES
5..THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR W \\ r ° \ \ \ \ \ \ \\ CUT: N/A
C.Y.*
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- > \ \ \ \
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A - ►� ` J \ \ I \ ° gA0 - \ \ \ \\ ` \ \ \
FILL: N/A C.Y.*
LICENSED LAND SURVEYOR. CC \ \ \ \ \ \ \
D 7
6..THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL \ \ t \ \ \ \ IMPORT: N/A C.Y.*
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE . m \ t �� \\ \� \� _ ��_ -� \\ i
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL LIMITED C tJ, AREA `\ O ✓� 1 \ \ \\ \'
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. - i i. / \
7..GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF U - _ r r it!/ i i I v - - _ _ ° - ! / jtr�
/I \ \ ONLY. (CAL ON A THEORETICAL BASIS. ACTUAL
/ �� QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED Cn _
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON t-� - - - - - -- I �\\`°� -- _ ��`^,_� \ \ \ \f\\ - _
_
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. �Z _ -`' - \�\�\��- d0 \J \ \� \ �IMI7E6�l;CFAF�ING AA�1
B..NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING W `� ��\ J \ � \` /j�� �.� - `�� _F�ANO ELA�IINCz A�iEA `
\ ti \\ ~~ - -� \\ - 4B
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE H- ° \ \` � . a 3305 - 0 3304
-
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, `o ` 6274 I \� \ r _ _ ^ r a 46 442
ENVIRONMENTAL NOTES:
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL \ 76 \ \ ' /� \ \ 1. STEEPEST EXISTING
NATURAL SLOPE ON SITE= N/A
BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY 48 22 `
CALLING (619) 944 -3374. 2. MAXIMUM VERTICAL DEPTH OF CUT= 0 FEET
9..PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
3. MAXIMUM VERTICAL DEPTH OF FILL= 0 FEET
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER \
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE CITY ENGINEER \ r 4. AVERAGE DEPTH = VOLUME OF CUT (C.
F.) = 0 FEET
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ° - - - - -` -"`-- - - - _ _ �` r OF CUT
AREA OF CUT (S.F.)
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE - - - - - _ - _ - - - _ r
WITH REGARDS TO THE HAULING OPERATION. _ - - - - - - - ~ - ' 5. AVERAGE DEPTH = VOLUME OF FILL (C.F.)
= 0 FEET
10..UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT - _ _ _ ` ! r ° o _ _ - _ _ _ _ = _- ;
OF FILL AREA OF FILL (S.F.)
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF
6. TOTAL CLEARING AREA: 2.97 ACRES (129320 S0. FT.)
SECURITY, AND AS- GRADED CERTIFICATION SHALL BE PROVIDED \ \\� % . / ^ % ` - _ '
STATING: "THE GRADING UNDER PERMIT NO. HAS _ - - - - - - - - _ - - - - - - - -
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". \\ \ \
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF \ ^ \ - - - Oo ° c -
THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
11..THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ' f '
! ' / EL CAMINO REAL
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE ! // / r r r ,,r / 7 / �-� - NOTIFICATIONS
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING /
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE ! / f r _ _ — -
REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS _mil f..THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITY PIPES AND
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY
A SEARCH OF
MEASURES HAVE BEEN INSTALLED. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
12..ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED
AT
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL CONTACT THE FOLLOWING RESPONSIBILITY TO CONTACT
THE
SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 FEET AND LEGEND TO ANY EXCAVATION, FOR VERIFICATION AND
LOCATION OF UTILITIES
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE AND NOTIFICATION OF COMMENCEMENT OF WORK:
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. A..SEWERS - ...694 -3273
13..CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE AREA OF "NO CLEARING " 521 S F B..GAS &
ELECTRIC - .(800) 422 -4133
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE
SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, C..WATER - ...753 -6466
PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND AREA OF "LIMITED CLEARING" 13381 S F
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND H111111111111111 D..TELEPHONE.- ..(800) 422 -4133
OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES
WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND AREA OF "HAND CLEARING" 34503 S F E..CABLE TV -
..(B00) 422 -4133
DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED
IN ACCORDANCE WITH THE GRADING ORDINANCE. 2..CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
14..ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL AREA OF "COMPLETE CLEARING & GRUB 2.97 A C HOURS
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
a PHONE: (619) 944 -5070
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE
SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE 3..THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE
ON CALLS FOR
BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM TENNIS CLUB DRIVE INSPECTION. PHONE: (619) 944
-5070. ALL WORK PERFORMED
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
TO REJECTION
BE SECURED FROM THE CITY ENGINEER PRIOR TO THE DISPOSAL OF
AND REMOVAL.
ANY SUCH MATERIAL. J PvEN
Ed MANCHESTER
DECLARATION OF RESPONSIBLE CHARGE
INTERSTATE 5 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN
a IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
MANCHESTER
BY: AQI�'a DATE
GRAPHIC SCALE 1 " -40' WAYNE PASCO
R.C.E. 29577
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I N D BY DRAWN V CHECKED BY APMOVALS C= OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z m
REVISIONS APPROVED DATE REFERENCES BENCHMARK SCALE COINIlVIUNTTY DEVELOPMENT NAP w`
CLEARING PLAN FOR:
_ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED A PPROVED °
CITY OF ENCINITAS P -004 ..21
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PK 6 SHINER IN EL CAMINO REAL HDRIZONAL 1" 40' / J�A / _J BY: 5406 —�
S OMERFOR p PLACE
VERTICAL N/A
MEDIAN, N. OF SEDIMENT BASIN. � Lei- _ _ DATE: �
R.C.E. NO. 29577 DATE: G" I9 DATE: 2G -9�'
WE PASCO EXP. 3 -31 -99 1 OF 1
EL: 112.48 DATUM: USC &GS WORK PROJECT N0. SHEET
PE 723