1994-3855 G (Plans) 141370
LEGAL DESCRIPTION
EROSION CONTROL NOTIFICATIONS LOT 4 MAP 10406
GRADING NOTES -
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
A.P.N.: 261 - 260 -04
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS RICHARD SALPIETRA AT 756 5282 (PHONE) 1. THE EXISTENCE AND LOCATION
OF UNDERGROUND UTILITY PIPES
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SITE ADDRESS
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
/375 ESTE VISTA COURT
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN
ENCINITAS, CA 92024
4.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL ON
THESE PLANS, HOWEVER: Q
REQUEST FOR INSPECTION. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY OWNER/ PERM ITTEE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF _t
2. THE SOILS REPORT TITLED UDCITE C-EOTECl,',VICALIZEPO2 8
TLOT4� TEMPORARY DEVICES WHEN RAIN IS IMMINENT. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CHRIS THOMAS,
TRUSTEE OF THE ESTE VISTA COURT TRUST DATED JULY 91993
ESTF_ VISTA SU8DIV15/OAl E,UC1Aj17 - 45, CA 9202¢ PL?EP4PED BY LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR
SHEPA�D50�/ Ek161A1EE,e1 J&,45SOC14TE5 DATED OCTOBE2 29, 1993 3 . DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED RESPONSIBILITY TO CONTACT
THE FOLLOWING RESPONSIBILITY TO C/o RICHARD SALPIETRA ARCHITECT, INC.
P.O.BOX 9574
A,UD LET7 DATED A/GI/EM8E/0 /2,1993, 5H41-1_ 8E CO,VSIDEIZED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CONTACT THE FOLLOWING OWNERS
OF SAID UTILITIES OR RANCHO SANTA FE, CA 92067
ASP°q/ZTOF Ti-l!S GlZ4D /"C I°G4�c/ . 4LC GRAD /BUG S1 - 14LL B
- E LUiVE /,V S TRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
ACCO1ZD4A.10E W17t4 Tt4e lZECOMME,UD4T10�IS ARID SPEClr 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES LOCATION OF UTILITIES AND NOTIFICATION
OF COMMENCEMENT OF
C4TlO,U5 CO,UT4l,UED !,U ,5410 2EPOIZT. TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER WORK:
AFTER EACH RUN OFF PRODUCING RAINFALL.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS (800) 422 -4133
-
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL B. GAS & ELECTRIC
- (800) 422 -4133
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES C. WATER -
753 -6466
CONJUNCTION WITH IMPROVEMENT PLANS. WHICH MAY ARISE.
ESTIMATED 4UANTITIES
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
D. TELEPHONE - (800) 422 -4133
GRADING. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO CUT 400 --- C.Y.*
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. E. CABLE TV - (800) 422 -4133
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED FILL - 750 - -- C.Y.*
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 2. CONTRACTOR SHALL NOTIFY
THE CITY ENGINEER'S OFFICE 48
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR GRADING PLAN SHALL BE INCORPORATED HEREON. HOURS PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT. IMPORT _ 35O __ C.Y.*
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PHONE: (619) 633 -2700
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR *
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- DAY. INSPECTION. PHONE: (619)633 -2700 . ALL WORK PERFORMED
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
OR A LICENSED LAND SURVEYOR. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE REJECTION AND REMOVAL.
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
ENVIRONMENTAL NOTES:
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
REGULATIONS. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 1. THE STEEPEST EXISTING SLOPE
IN THE GRADED AREA IS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OWNER CERTIFICATE
15 (EXCLUDING EXISTING MAN MADE 20 SLOPES).
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE r (WE) HE2E6Y
C6,0T1F,' THAT A ,2EG/5TEdZED 50165 E,UG1Aj6,52
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. OF CALIFORNIA DEPARTMENT OF CONSERVATION 0,2 GEOLOGIST H45 6646A.1 OR W /GG .8E ,eET41,t/ED
TO SUPE,evISE 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 12' AND THE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OVE/Z ALL CrZ40 4CT /V17 4OV15E 0NTr1E COMP4CTlo l MAXIMUM VERTICAL
HEIGHT OF FILL 5'
11. ALL DISTURBED AND CREATED HILLSIDES SHALL BE PLANTED WITH 4k10 ST481L/TY. T746 S/TE.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING EROSION RESISTANT VEGETATION AS SOON AFTER GRADING AS
3. A.) AVERAGE DEPTH = VOLUME OF CUT (.F.) = 1.44'
OF CUT AREA OF CUT (
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE POSSIBLE AND AN IRRIGATION SYSTEM SHALL BE INSTALLED.
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING SHALL BE CONFINED TO THE RELATIVELY DRY MONTHS. CN2 /S OF
TrIC�MLIS, Ti-4 - IEESTE VISTA COUlZT T/ZUST DATED 7- 9
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING PLANTED VEGETATION SHALL BE CHECKED MONTHLY FOR SURVIVAL % 1Z1CH41ZD S4LP/ET T12U5TEE E&
F Ti T 5T6 /,C/C. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F. ) =2.99'
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN BY A QUALIFIED BIOLOGIST FOR A PERIOD OF SIX MONTHS. THE
AREA OF FILL (S.F.)
ADVANCE BY CALLING (619) 633 -2770. BIOLOGIST SHALL REPORT TO THE CITY ENGINEER ON A MONTHLY P.O. BOX 9574 , , CA 920107
1Z4�JCNO S4�tJT4 FE
BASIS TO DETERMINE SURVIVABILITY OF THE PLANTS FOR THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY SIX MONTH PERIOD BEGINNING FROM THE DATE THE FINAL
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE GRADING IS APPROVED. THOSE PLANTS THAT DO NOT SURVIVE
MUST BE REPLACED.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION. SOILS ENGINEER'S CERTIFICATE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING I, WILLIAM E.EGLIS , 4 lZ.E G15T�LE0 C- EOTCO3 ENGINEER IN THE STATE
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL OF CALIFORNIA, PRINCIPALLY DOING BUSINSS IN THE FIELD OF
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
PROVIDED STATING: "THE GRADING UNDER- PERMIT NO. STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
3855 -G HAS BEEN PERFORMED IN SUBSTANTIAL MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES AOO. 1993
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON AND PCT * 199 3 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER
TO THE OFFICE OF THE CITY ENGINEER, ALONG WITH UPDATE LETTERS,
WHO CERTIFIES SUCH GRADING OPERATION. DATED 0 0O5,5,eZ - 119 93 FURTHERMORE, I HAVE REVIEWED THESE GRADING
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS GRADING PLANS AND SPECIFICATIONS.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL - C CERT/Fy & DEFINED BY
ERNM�NT CDOE <0735.5
* SIGNED
/4
GOV
LS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUBMIT SOI i
Q
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GE NO. 293 fESS/
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND ��Qp�O Op,�� i ��y
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ti�Q \pM F �c
IN HIS OPINION, ALL
EMBANKMENTS AND EXCAVATIONS WERE EXP. DATE: 9 - 30 -
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS QF THE crr No 293 ' N76 °p0100IM(R) 2000
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS Em 9-34 -9
ARE SUITABLE FOR THEIR INTENDED USE. �k r ESTE VISTA COURT NN
� @ �. (PUBLIC) 00 N89 °09'34 "W 451.70'
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ECN
OF CAUL ® �
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE A
v
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION DECLARATION OF RESPONSIBLE CHARGE
0
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 0
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
N24 °30'00 "W(R)
INSTALLED. PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE w U
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
.41 Z p
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONSISTENT WITH CURRENT STANDARDS.
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SANTA FE 4 -) ��
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SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE '`
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- O� �r��� �
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE CATIONS BY THE CITY OF ' ENCINITAS IS CONFINED TO A REVIEW ONLY
�S`�°S S E E SHEET 2 o zo W
SURFACE UPON WHICH THE F IS TO BE PLACED. LOOSE FILL
SUITABLE FIRM
AND ALLUVIAL SOILS SHALL BE REMOVED TO AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- y s cL
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO BILITIES FOR PROJECT DESIGN. �z O O ���� �; 8�'g,,
W U N_
DEPTH OF 3' FEET AND THEN COMPACTED TO A MINIMUM OF 9 0 ` �- Z
z N85 °48' 28 "E
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A = _
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 3 �� O o � M -_DR Ld U 384 ti� ti ^
Z j C1D�
PLACE, SPREAD, WATER AND COMPACT THE FILL
BY DATE ,j O ern w ° O ^ v W Q
IN STRICT . pd-P > 0 )
ACCORDANCE WITH SPECIFICATIONS. WAYNE PAS 6 v N
-' 6 \ o r� co `L =
t\ Z
R.C.E. 29577 7 � �\� � OZQ�
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15. CUT AND FILL SLOPES SHALL BE CUT AND TRIM TO FINISH S /T' E I \\\\�
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 2 ESTE S
M
O
Lo 0
VIS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS '
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE �C/Y CT KEY MAP 9, LLJ
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY •,� � � :* I� � tki N82°42'
I
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER` .. • �- °''� R 1 „ = 40 1 0o ��
w
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ���� 28.06' _ 256.43' Q
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED /- `"
T • ' EASEMENT DATA 288.55'
N 89° 25' 29 "W z
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN +--
ACCORDANCE WITH THE GRADING ORDINANCE. _ O OPEN SPACE EASEMENT GRANTED TO THE COUNTY
} � i V I C I N I T Y MA P OF SAN DIEGO PER MAP 10406.
OBJECTIONABLE MATERIAL `¢ EX P. 3 -31 -95 �
; - " O
16. ALL TREES, BRUSH, GRASS, AND OTHER NO SCAL E
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF '� ",, 1 T Oe OB EXISTING EASEMENT TO SAN DIEGO
GAS AND z
f � by • x�,J . =��
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT y � y ELECTRIC COMPANY OF UNDISCLOSED WIDTH FOR
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE °`t%„ POWER LINES AND MAINTENANCE RECORDED
w W W
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF APRIL 27, 1942 IN BOOK 1348 PAGE 26 OF
z z
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND OFFICIAL RECORDS.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 0 O
zo=
REVISIONS APPROVED DATE
REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DE S IGNED
DG BY _- W J WP B C
APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q IL
vT NqL DESCRIPTION:CHISLED SQUARE WEST END OF PLANS PREPARED UNDER SUPERVISION OF RECD END D A RO�D, . �t
GRADING AND EROSION CONTROL PLAN FOR'
CONC. CURB RETURN f r ?V 5/ // T / hl
LOCATION: N.W. COR. I NT. SEC. LAKE DR.& 1u _ 401 DATE /�t � 29577
BY: � BY. [� T V l5/A C WRl / If [5/DE/ CE 3855 -
BIRMINGHAM DR., ENCINITAS, CA. HORIZONTAL F L�/
RECORD FROM COUNTY OF SAN DIEGO VERT. l/v
NIA BY' ��� YNE PAS�� R.C.E. N0.: DATE: = '' � " DATE:
CONTR. DATA
VERTICAL SHEET 1 OF 2
ELEVATION: 323.100 DATUM: COUNTY OF EXP. 3 -31 -95 WORK PROJECT N0.
SAN DIEGO PE 564 G