1994-4096 G (Plans) 141370
GENERAL NOTES
LADING Pli
' LEGAL DESCRIPTION
1. ALL -WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PORTION OF NORTHWEST 1/4 OF NORTHEAST
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1/4 OF SECTION 15 T 13 S, R - 4 W.
UCTION THE DESIGN CONSTRUCTION STANDARDS OF THE
CONS , .
A.P.N. 258 - 130 - 32,46,51
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS.' ANY CHANGES OR REVISIONS THEREFROM .
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
SITE AD DRESS
REQUEST FOR INSPECTION.
2. WA 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL NORTHEAST CORNER OF ENCINITAS BLVD. AND
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF QUAIL GARDENS ROAD INTERSECTION.
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 610 ENCINITAS BLVD.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF OWNERIPERMITTEE
DEBRIS FILL SHALL BE FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CAN -MAR GROWERS
630 ENCINITAS BLVD.
ENCINITAS. CA 92024
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES, LOCATION AND TYPE -OF DRAINAGE FACILITIES, NOR ESTIMATED QUANTITIES
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN _ CUT C.Y.*
CONJUNCTION WITH IMPROVEMENT PLANS. '� -f `
a ! ! FILL - ..:._ - -- C.Y.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE g1, X 145.2
r 6 x Or IMPORT ��?�- C. Y.*
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS ! I 144,T * EARTHWORK QUANTITIES ARE. ESTIMATED
FOR PERMIT PURPOSES
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING x ONLY. (CALCULATED ON. THEORETICAL BASIS. ACTUAL
RE
Q �r .Ca QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS
OPERATIONS.
, ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO
'
GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT t• `` - '�-
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL LEGEND
BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND SURVEYOR. S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS \ f
�� J � ENVIRONMENTAL NOTES: X 14-7.0
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN x14 p'N °°
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE S. D.R. S. D. r� t Q /
ITEM No. SYMBOL `� �- «--�� � i. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 10�
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND �- ��- /� / (EXCLUDING. AND EXISTING
MAN MADE SLOPES ).
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND rrnn r
-� 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS NIA AND THE MAXIMUM
REGULATIONS. 10 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2)
3.
EXISTING PROPERTY LINES � � /.4 VERTICAL HEIGHT OF FILL $
URE FOR HUMAN OCCUPANCY SHALL NOT BE � } • .f` n ''tiZ � A. } AVERAGE DEPTH = VOLUME OF CUT
(C.F.) -- Al /Iq
MILE OF A STRICT EXISTING CONTOURS
CONDUCTED BETWEEN THE HOURS OF 5: 3 0 P. M. AND 7: 3 0 A. M. ' X 144 ; / f / p OF CUT AREA OF
CUT (S. F. }
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED EXISTING STORM DRAIN _ _
HOLIDAYS. f
B .) AVERAGE DEPTH VOLUME OF FILL (C . F .
PROPOSED FILL DAYLITE LINE r� -t-- --
O / �/ w� OF FILL AREA OF FILL (S.F.)
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A 19.0 /
PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE PROPOSED CONTOURS
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL 144.14
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PROPOSED SPOT ELEVATIONS �- / �/ NOTIFICATIONS
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED
149.0
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING PROPOSED RIP -RAP SLOPE PROTECTION 'j� I
( 619) Q)33' Z770
PROPOSED TRAPEZOIDAL CHANNEL �O t, !� � ��► f / CON R WITH R ED ! � 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTI;LITY'
Ka ti PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
10 PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
w
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE PROPOSED 2:1 FILL SLOPE l �--�.' OBTAINED BY
A SEARCH OF AVAILABLE RECORDS. TO THE
_ I �
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE ...J .� �,i p►� � OP � X � BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE PROPOSED 2: 1 CUT SLOPE '""- %i -•, -�� � - - -� - - � ^� 4j*
� I EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
146.
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND PROPOSED 66" R.C.P. _4 ti I t THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS -
HAULING OPERATION. � � °�° � 8 ' L p, � MEASURES TOO LOCATED AT AN HE WORK SITE UTIL T
I S THE
TO THE L q 1.
PROPOSED MODIIED TYPE A CLEANOUT D -9 D � _ ,t � rr r� STRUCTURES
4 CONTRACTOR , L
S RESPONSIBILITY TO CONTACT THE FOLLOWING
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING " 1 OWNERS OF SAID
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR T ! APR L TY ' UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR
FINAL RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION _ / = y - �p' +�r� 40: VERIFICATION AND
LOCATION OF UTILITIES AND
SHALL BE PROVIDED STATING.
• "THE GRADING UNDER PERMIT r i COMMENCEMENT OF WORK:
N0. gDJCD C� HAS BEEN PERFORMED IN SUBSTANTIAL j'' �. 'k `^ � NOTIFICATION OF COMMEN EM T
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN 1 �: ,� rpG�R�F �r� A. SEWERS - C(o19) X033=
Z770
ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL - r � _ ORq
BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL 4 000 ., n � { t , j �\/ B. GAS
& ELECTRIC - (800) 422 -4133
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. r .
T 1 °10'
1
C. WATER - �d ) *�4'
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED
3 T.,� ` V x D. TELEPHONE - { 8 0 0} 422-4133
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE 142.8 ' ,�a2' C� /
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS P p O �`�
E. CABLE TV - (800) 422 -4133
AND BACKFILLS AND C OMPACTION 'OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE X� o 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S
OFFIC]
X m / fc
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF � 48
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 14.x• HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
�' a � N �'PROJECT. - r� / PHONE: ( 619 ) CD 2170
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT - 1
S WERE -° .� . / --'� '
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATION ' � � �j � / � 3. THE CONTRACTOR SHALL
GIVE 24 HOURS NOTICE ON CALL""; FOR
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE f ,I/ f �� t INSPECTION . PHONE : ( 619) foss-
Z 7 70 ALL WORK
EMBANKMENTS AND EXCAVATIONS ,�l i �; / i /
SOILS REPORTS AND THAT ALL � �} / r/ Il / / ` // PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE
ARE SUITABLE FOR THEIR INTENDED USE.
SUBJECT TO REJECTION AND REMOVAL.
14 C 9 + - - J / / /
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED _
SUR FACES
10 �
To PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
x - X 744 ,
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ,f
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION /
/
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT �` - -_
D ' EROSION CONTROL MEASURES HAVE BEEN _ a �6�p� �� -- / / x / MH
c, <5m
3N
DRAINAGE AN DECLA �� p� / f i /� W a U
INSTALLED. ATION OF RESPONSIBLE CHARGE � G� O
Zc,= i
I HEREBY DECLARE THAT I AM THE ENGINEER OF /
, / / / / / w T z
U
Z '" 6
14. ALL AR EAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD WORK FOR THIS PROJECT. THAT I HAVE'EXERCISED 0 /
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SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE RESPONSIBLE CHARGE OVER THE DESIGN OF THE
i
> in MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FR O M
z
THE PROJECT AS DEFINED IN SECTION 6703 OF THE X/T4T.9 // g
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL BUSINESS AND PROFESSIONS CODE, AND THAT THE �/ ///
Q
D TO SUITABLE FIRM DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AvOTE a. AND ALLUVIAL SOILS
SHALL BE REMOVE �/
/ /
NATURAL GROUND. THE EXPOSED SOI LS SHALL BE SCARIFIED TO �
G�?AD�NC F�,P iOWA1414G'4f PL�ie) O!AG . .
A DEPTH OF 6 FEET AND THEN COMPACTED TO A MINIMUM OF 90 I UNDERSTAND THAT THE CHECK OF PROJECT MA
PERCENT.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DRAWINGS AND SPECIFICATIONS BY THE CITY OF DES o A so //
A10 Ar &w c(5,65 orY,6e rH4Al AGA71C4(4rU�A4.
PE RQ S1p
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ENCINITAS IS CONFINED TO A REVIEW ONLY AND
• DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF ��' A. E` 14T' '. u z z ° AEL.4AW xS465' AeAN
T ,6D ✓�'11+�' W
ACCORDANCE WITH SPECIFICATIONS. ► ��, y Y�` -+QO o Qom'
MY RESPONSIBILITIES FOR PROJECT DESIGN. �3 �. i' X X ., i y n �+-
d
C ?� 149 1 .� a 0
AND TRIMMED
15. CUT AND FILL SLOPES SHALL BE CUT 'TO FINISH 4 Z ' a'-':+ : °`� ! j°
/ L Q
i.2., r.. ! L O - - - r J
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM 'CROSS o� / C� if Z - - -
BY . DATE G�.5� MH .� °' -` o z
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS WAYNE P CO ° - - -� 3 �'° }�
• PLANTED AND TRIMMED AS DIRECTED BY THE � � t`,' � � HH � 49
SHALL BE SHAPED, R.C.E. 29577 �•
d` � DN Cr rvrr � � Lvo NOTE:
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY J� ,' f �,. �°*. = As a
ION . ALL STONES ROOTS AND OTHER WASTE MATTER s/ / r
CONDITION. OF C�L.l �- MH 9, p °�sT LAKE Z
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE _ .,
EXPOSED OR EXCAVA ��'� 19
-� ...,, .-- -- -• � ° � DRAINAGE STRUCTURES INSTALLED UNDER THIS
w
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
y REQUE ST.
OF. THE
TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN PERMIT WILL BE CONSIDERED TEMPORARY AND
• � V I C I N I T Y MAP EW PLANS AT TIME :7 W W
ACCORDANCE WITH THE GRADING ORDINANCE MUST BE RECONSTRUCTED TO N
• NO SCALE
OF DEVELOPMENT OF THE PROPERTY. CD c� 0
z 0 Z
CoMI"lUN D�rI��DPI�! .tIT' DESIG W. B APPROVALS C iTY C� F E N C A N iTAS P U B L I C W .a R K S DEPARTMENT
DRAWING NO. W Q 0 -
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE lry E rr. .�
DESCRIPT ION :CITY OF ENCINITAS CONTROL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A OVE ' AGRICULTURE GRADING
PLAN FOR
PT-NO-2 PK NAIL n
LOCAT ION : REGUEZA ST. WEST OF I -5 1 = 40 1 DATE : �� , g� BY: c-a `• 9Yc
HORIZONTAL TEMPORARY PRIVATE STORM DRAIN 4
/_ •
RECORD FROM: CITY OF ENCINITAS �' = L -- !� 1 / �=�' � R,C.E. N0.: Z 967 , 11�-34�� D SYSTEM (CAMPBELL)
ELEVATION: 17436 N fA ENGINEER ���J
CITY OF ENCIN CONTROL DATE, DATE:
DATUM : TA VERTICAL 83 t o=M SAMDRA HocP� EXP 3 3� 9$ SHEET 1 OF 1
NETWORK NAD WORK PROJECT NO.
PE 604