1993-3475 G (Plans) GENERAL NOTES GRADING EROSION CONTROL LEGAL DESCRIPTION: A PORTION OF THE WEST 1/2 OF
NORTHWEST 1/4 OF SEC 15, TOWN-
SHIP 13 SOUTH, RANGE 4 WEST,SBBM,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 1. F IN CAS EMERGENCY
AT REQUIRED, _CONTACT o =� CITY OF ENC I NITAS, COUNTY OF SAN DIEGO,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL D '
Jzlz w � STATE OF CALIFORNIA. 1 1 1 I
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE OBSERVE AND TEST THE EXCAVATION PLACEMENT AND ROBERT HEND
,--1 982 2120 (PG R) -QO o OQO
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF N a
jF- SITE ADDRESS: QUAIL GARDENS DRIVE
Q
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A °P.N.
258- 130 -01 & 55
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED . \ v �
SI
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL , y4 2 /( � r ENCINITAS,CA 92024
ERATIONS HE NECESSARY MATERIALS SHALL BE STO
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS ON SITE AT , mo f c 0 1 _ --J al 4/
REQUEST FOR INSPECTION. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
TIONS AND TESTS WERE MADE BY - -,
SHALL STATE THAT OBSERVA o
OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. q O � J � 0' O WNER /SUBDIVIDER: MR. Rx MRS. MIYUKI
IT O
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, O
_ VIST GOPHER CANYON ROAD
7.5 ACRE SITE, QUAIL GARDENS DRIVE, ENCINITAS, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
a o VISTA,CA 92084
CALIFORNIA" JOB NO. 04 -5801- 001 - 00 - 00 LOG NO. 0 -1058 ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS 3. DEVICES SHOWN ON
PLANS SHALL NOT BE MOVED OR MODIFIED E NCINI;gS O JO•
< w LAK _
PREPARED BY ICG INC. DATED JANUARY 22, 1990, TOGETHER REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR. EST
0\ D 6L E ESTIMATED QUANTITIES
0
WITH ADDENDUM LETTER DATED 1- 11 -93." SHALL BE SUITABLE FOR THEIR INTENDED USE. 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL m SITE ST• CUT 285_0_0 C Y *
WORKING ORDER TO THE SATISFACTION OF THE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL QUEZA ST. -�
I WITH THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED DEVICES TO 2 28,500 -
GRADING SHALL BE DONE IN ACCORDANCE
AND SPECIFICATIO CC CC ORDANCE CONTAINED IN SAID SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT CITY ENGINEER AFTER EACH RUN
OFF PRODUCING RAINFALL. FILL - C•Y•
C.Y.*
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND
AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL VICINITY
MAP �y IMPORT --- $ -
REPORT.
3. APPROVAL OF THIS PLAN DES NOT CONSTITUTE APPROVAL OF WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO MEASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO ly
ON OF FRESHLY GRADED AREAS UNTIL SUCH TIME UNCOMPLETED GRADING OPERATION OR UNFORESEEN NO SCALE EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES
SIZES, LOCATION AND TYPE OF DRAINAGE iACILITIES, NOR PREVENT EROSI THEORETICAL S. ACTUAL
AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE CIRCUMSTANCES WHICH MAY ARISE. I *
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE Q ONLY. (CALCULATED N A TH AS
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN BEEN INSTALLED. 1 0 0 E
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE r'.�.�. - BASIS.
4 > QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS)
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPA SS ONTO
CONJUNCTION WITH IMPRJVEMENT PLANS. LEGEND
AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
4. WRITTEN PERMISSION SHALL BE OBT AINED r'OR ANY OFF -SITE S. ALL VEGETABLE MATTER AND OBJECTIONABLE CONDITION. ITEM SD.RS
NO. SYMBOL
.D. F ENVIRONMENTAL NOTES:
GRADING. SPECIFICATION
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SUBDIVISION BOUNDARY 1• THE STEEPEST EXISTING SLOPE
IN THE GRADED AREA IS 60 0 /e
1 16_-
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS SURL'ACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE 7. ALL EROSION CONTROL
MEASURES PROVIDED PER THE APPROVED x LOT LINE 60
�- (EXCLUDING AND EXISTING MAN MADE SLOPES).
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE GRADING PLAN SHALL BE INCORPORATED
HEREON. EXIST. CONTOUR - �_
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE PROPOSED CONTOUR
160 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 14' AND THE MAXIMUM
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SCARIFIED TO A DEPTH OF 61NCHES AND THEN COMPACTED TO A 8. GRADED AREAS AFACEDOFTSLOPEOATCTHEERCON
CLUSIONSOFDEACH T MASONRY RETAINING WALL VERTICAL HEIGHT OF FILL 14'
GRADING. MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S AWAY FROM THE PER I. ER22 (T
4,19 FT
DIEGO AREA
B UNLESS GREATER THAN 6' IN HEIGHT)
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE WORK DAY. CHAPTER 222 (T (C.F.) m
T ACCORDANCE WITH SPECIFICATIONS. WALLS GRATER THAN 6' IN HEIGHT SHALL BE TYPE C PER LC.BO. 3. A. ) AVERAGE DEPTH
VOLUME OF CUT
FILL IN STRI 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN
SHALL BE IN ❑ OF CUT AREA OF CUT (S.F.)
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL 12 "x 12° AREA DRAIN BY NDS OR APPROVED EQUAL - --
AND REPLACED BY A REGISTERED CVIL 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE (5) - "- = B,) AVERAGE DEPTH = VOLUME OF FILL (C 1 =5.24 FT
I
f BE RE- ESTABLISHED GRADE TO PRODUCE SMOOTH SURFACES
LICENSED LAND SURVEYOR AND UNIFORM CROSS DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 6° PVC DRAIN PIPE
u.
4 ENGINEER OR A . OF FILL AREA OF FILL (S.F.)
I SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER SIDEWALK
UNDERDRAIN PIPE D-27 •" 1.0
-7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE EACH RAINFALL,.
EXTRA DEPTH FOOTINGS
AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND O (1.0 INDICATES EXTRA DEPTH IN FEET)
ENGINEER OF WORK
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND OTHER WASTE MATTER CON C. DRIVEWAY
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE PROVIDE EFFECTIVE
COVERAGE OF GRADED SLOPES (90%
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
I REGULATIONS. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) ACCORDANCE WITH THE GRADING ORDINANCE. WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL
HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONSERVATION.
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE
HOLIDAYS. DISPOSED OF OFF 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.
9. NO G RAD
C , OPERATIONS SHALL COMMENCE UNTIL A APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
FOLLO WING MEETING HAS BEEN HELD ONSITE WITH THE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL DISPOSAL OF ANY SUCH MATERIAL.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING SUBDIVISION BOUNDARY 3
(619) 633 -2797.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 2:1
3 _
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
LANDSCAPING c R/W - FUTURE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM �_ _ �_ I R/W 371 20' 10' R/W
APPROVED
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 1• ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 212'
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND HP 20
SE WITH REGARDS THE CITY ENGINEER. PLANS,SHA I 1 2 10' (VARIES 271MAX / AND OVERLAY
E
WITH PLAN XIST.
PO GRADING ORDINANCE AND I 6 17 1S ° 21 PAVEMENT @ AND OVERLAY
REQUIREMENTS THE CITY ENGINEER MAY IM CONFORM TO THE CITY OF ENCINITAS G Y \ \ 1 $- EXISTIN
- BE
i TO THE HAULING OPERATION. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 1 1, LEVEL LIN '
I��. G RIGHT OF WA
I z t \ \ S T ��. 23 II 2 5 5. L t ASSMOOTHSTRRANSITIONVI
v.
11. , ACCOMPLISHED ON N PAD 213.0 z -T 1 _EXIST.S SURFACE
UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 2 FINISH GRADING AND PLANTING SHALL BE
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON ` FUTURE
` \ \ 1 1 Mq 1.5'OVERLAY TURALGROUND
v
FINAL RELEASE OF SECURITY, AND AS- GRADF�D CERTIFICATION COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND ,% RESIDENCE �' �
� 2%/> O 2 0 I° ARIES - EXIST_WA
SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT APRIL 15. (FUTURE ROAb
NO. HAS BEEN PERFORMED IN SUBSTANTIAL O I� , ) 14 \ �... A M R
CONFORMANCE WIT THE APPROVED GRADING PLAN OR AS SHOWN I" 20 L O J � Ln I 6 ;4l � Y M 4" AC.
OVER 6 "A6 IM N PROVEMENTS
ON THE ATTACHED AS YARD / SIDEW 6" TYPE - GRADED PLAN ". THIS STATEMENT SHALL
211.7 T.G z ALK NOT A PART OF
_ � ' G CURB 8. GUTTER THIS PLAN)
BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL �- DRAIN �+ 19 �� 1 I PER
G -2 T.C. ELEV. = QL ELEV. -0.14' UNLESS THE STATION IS NOT WITHIN THE RANGE LISTED
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 211.7 T.G. _� F S ECTIONS NOT WITHIN THE STATIONS
LISTED.
• I I 13 , �, OR S SEE PROFILE
SOILS ENGINEER'S CERTIFICATE e 6 Z
I, A NTHONY F BELLFAST , A REGISTERED CIVIL ENGINEER IN THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
� z ° s� I j TYPICAL SECTION
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND SIDEWALK , r 12
I UNDERDRAIN PIPE i
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS I QUAIL GARDENS DRIVE
NOTIFICATIONS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES /�•?•°� KRISTEN COURT t �� 3 I STA
20 +94.64 TO STA. 21 +96.94
AND /• -gym . ONE COMPLETE COPY OF THE SOILS REPORT COMPLIED T �j W 6 NO SCALE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TYPICAL LOT DRAINAGE LAYOUT
11 j
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE w PLANS WILL BE PREPARED SHOWING THE I
REVIEWED THESE GRADING PLANS AND CERTI THAT THE PRECISE LOCATIONS AND ELEVAITIONS OF
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT YARD DRAINS,DRAINAGE
SWALES AND UNDER- S H ET ; ; , co
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: HAVE BEEN INCORPORATED IN THE GRADING PLANS AND DRAIN PIPES.
R/W 56' R/W
SPECIFICATIONS. NO SCALE 10 9 8 7 1 q �o'
10'
THE CONTRACTOR IS REQUIRED TO TAKE DUE .
�.. 5! 1 ,s' ,e'
PRECAUTIONARY MEASURES TO EXISTING SIGNED
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 5' S' S' S'
PROTECT ANY
RCE NO.: X043 - -.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT EXP.DATE: 3- �• 7. 1` " '� 2�M
- 2 P 'Ot
THE FOLLOWING RESPONSIBILITY TO CONTACT THE ^; O SUBDIVISION BOUNDARY qY� .2
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
201. 2� /9 2°/.
2%
LOCATION OF UTILITIES AND NOTIFICATION OF 2 1� P, 'qX
W
° ° KEY MAP / _
COMMENCEMENT OF WORK: 4 "PCC MINA "AC ON 6"AB Z
�� 6 "TYPE "G" CUR��4 °PCC
A. SEWERS - 800- 422 -4133 1 " -100' / SIDEWALK WATER GUTTER PER G -2 SIDEWALK Z
6 ,
� 3 " TYPE " CURB W
G" & ATER �8" PVC SEWER �'
B. GAS & ELECTRIC - 800- 422 -4133 INDEX LEGEN D �� GUTTER PER G -? W
_ u
DESCRIPTION SH T NO. SUBDIVISION BOUNDARY •
C. WATER - 619- 753 -6466 LOT LINE TYPICAL SECTION ln=
DECLARATION OF RESPONSIBLE CHARGE TITLE SHEET 1 1
D. TELEPHONE - 800 -422 -4133 GRADING PLAN 2 83 LOT NUMBER KRiS`TEN - CURT �I
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS EROSION CONTROL 4 & 5 EXISTING STORM DRAIN
--SD-- STA 1 + 64.0 TO STA 3 + 32.27
PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE PLAN PROPOSED STORM DRAIN SD -
I STA 4 + 28.27 TO STA 5 + 10.37
E. CABLE TV - 800- 422 -4133 PROPOSED STORM W
N SECTION 6703 OF THE BUSINESS DRAIN INLET STA 6 + 63,05 TO STA 6 + 80.23
DESIGN OF THE PROJECT AS DEFINED I
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH TYPE 'B' SDRSD D -2
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE Q, y ".�� PROPOSED STORM DRAIN INLET ° L
I N DS EY LANE d
CURRENT STANDARDS .
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS - TYPE 'C' SDRSD D -3 STA 1 + 48.00 TO STA
1 + 69.53
PROJECT. PHONE: ('619) 633 -2797 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- CE ON CALLS CATIONS BY THE CITY OF ENCINITAS
IS CONFINED TO A REVIEW ONLY DIRECTION OF FLOW
y PROPOSED BROW DITCH D -
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTI :
AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI �; T1r EASEMENT LINE - - pp B FOR INSPECTION.
PHONE: (619) 633 -2797. ALL WORK BILITIES FOR PROJECT DESIGN. EXP. 3 -31 -95 EXISTING WATER LINE A S
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL Bp - - W - -
SUBJECT TO REJECTION AND REMOVAL. EXISTING SEWER LINE - -S-- / / A W
^ � ter z �-� �j �.� �/ �� NOTE TYPICAL SECTIONS SHOWN FOR
p SCC� ENGINEERING
/F� r�` a/ (: PROP. SD INLET TYPE " A l l m �L P I : REFERENCE ONLY. SEE IMPROVEMENT
(siH H
WA W
BY: '" F DATE �YIV 8 PA5CO DATE PLANS FOR TM 90 -209 s3sNO.Nlow S UITE A
WAYNE' AS'CO RCE 245 T7
R.C.E. 29577 SEE IMPROVEMENT PLANS TM 90 -209 pt
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