1997-5233 G (Plans) GRADING NOTES NOTIFICATIONS
LEGEND LEGAL DESCRIPTION PARCEL 3 OF PM 16199.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES S.D.R.S.D. =DAN
DIEGO REGIONAL STANDARD DRAWINGS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR S.D.R.S.D. A.P.N•:
264- 223 -31 O
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 12 "X 12" GRATE PER NDS 1223 ITEM
NO. SYMBOL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: OR APPROVED EQUAL
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY t�
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROJECT BOUNDARY - - S►TEADDRE UNNAMED
STREET APPROX. 250 FEET SOUTH W
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES OF WISHBONE WAY. ENCINITAS, CA.
2. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL INVESTIGATION LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EXISTING PROPERTY
LINES
PROPASED SINGLE FAMILY RESIDENCE, WISHBONE WAY, 2.35 ACRES RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO - -
ENCINITAS, CALIFORNIA, PREPARED BY GEOTECHNICS INC. CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR - 320- -...
�. OWNER/PERM MR. MARK WHEELER
DATED AUG. 15, 1997, SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND EXISTING CONTOURSw'- P.O.
BOX 230945
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF 6" PVC (SDR -35)
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: 1.5' MIN91 .00% STORM DRAIN 6 FITTINGS PROPOSED CUT /FILL LINE C
_ ENCINITAS, CA. 92023
CONTAINED IN SAID REPORT.
F
A. SEWERS - LCWD 753 -0155 PROPOSED CONTOURS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 347.5
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 PROPOSED SPOT ELEVATIONS FL
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE MIN. SLOPE PROPOSED GRAVEL BAGS (STACKED 2 - HIGH) APPROVALS AND PERMITS
FOR THESE SHALL BE REQUIRED IN C. WATER - OMWD 753 -6466. ° ° ° °
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE (800) 422 -4133 PROPOSED 12" X 12" AREA DRAIN o ESTIMATED
QUANTITIES
-
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE DETAIL W/ ATRIUM GRATE CUT 4,300 C Y.*
GRADING. E. CABLE TV - (800) 422 -4133 PROPOSED 2:1 FILL SLOPE
AREA DRAIN FILL 4,300 C Y.*
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 NO SCALE PROPOSED 6"
PVC DRAIN PIPE
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. IMPORT 0
.Y.*
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (619) 633 -2770. PROPOSED PCC DRIVEWAY G 14
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PROPOSED DRAINAGE SWALE E 1% �--- * EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED ooloseD iv.0- 94.0
1 3 ,X•'f v ', ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ` QUANTITIES
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. Iv/ l z4tw F74
OR A LICENSED LAND SURVEYOR.
fib. 3 ^/*
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ENVIRONMENTAL NOTES.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEERSCEIMFICATE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50%
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, ThOw"61S CdHacly A REGISTERED CIVIL ENGINEER IN THE STATE OF
(EXCLUDING AND EXISTING MAN MADE SLOPES).
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL Efjp Ne7WW'E07.0 '
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL Q
p ;------ ------------------ � " � " ----------------- --- -- - __T , 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 7 FT.
AND THE MAXIMUM
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY ��' B•C F� :.
I ° VERTICAL HEIGHT OF FILL 9.5 FT .
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES �L(�Z AND 8/S'/97 ONE COMPLETE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY I
I 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 3.15 FT.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDA AS BEEN SUBMITTED TO THE OFFICE OF THE CITY �' �` N
� r /se a OF CUT AREA OF CUT (S. F. )
ENGINEER, �4L^- vrPC -�r "o "T� LE i i ors �rA-T FURTHERMORE, I
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE B.) AVERAGE
DEPTH = VOLUME OF FILL (C.F.) = 3.09 FT.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE '�lE COQ'
I i OF FILL AREA OF FILL (S.F.)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. CAL I
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN I I
ADVANCE BY CALLING (619) 633 -2770. SIGNED:
RCE NO.: Soo5
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY I I I
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: /3 o &I
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE I
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 DECLARATION OFAEPONSIBLECHARGE
OPERATION. I i
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. j
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS I '
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. j
2'
PROVIDED STATING: "THE GRADING UNDER PERMIT N0.
5233 -G HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS c I Q Nee7W I7'EMOO'
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. Q j cj I ; •�` g' PAD
WHO CERTIFIES SUCH GRADING OPERATION. ` W
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: (/ G✓� DATE o
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WAYNE P SCO I �o __ _ _ _ _ N-aE'°sn"� .� -
, 5
R.C.E. 29577 - 1
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 2
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE -
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWNERSCERT/FICATE:
GRA HIM " SUPEERVISION I AN DE THAT I I EARTHEN BERM
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS E GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE I �J'
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE � I TOP OF FILL SLOPES
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION NO SCALE
= I _
ARE SUITABLE FOR THEIR INTENDED USE. AND STABILITY OF THE SITE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING �!'� ee
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID SIGNATURE
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MR. MARK WHEELER I I C
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT P.O. BOX 230945
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ENCINITAS, CA. 92023 I :
INSTALLED. I
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EROS/ON CONTROL
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD /
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MARK WHEELER AT 753 -1473. / WISHBONE WAY COPPER CREST
RD.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL - - - - - - - - - - -
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ----------- --------------------------- __
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE _
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL N873?26•EB?!M'
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
Q
ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. KEY &W S� Y
��C l M/v Q
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED BIBLE LL RANCH RD.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. SCALE 1" 80'
o
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES J
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AFTER EACH RUN OFF PRODUCING RAINFALL. Fo AT�Ha
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER RAI�Cy RD.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
ACCORDANCE WITH THE GRADING ORDINANCE. WHICH MAY ARISE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL Lori
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 6• THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ✓A� �
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO W
'b
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED /"'1 BU 1 LT
t, Q
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND GRADING PLAN SHALL BE INCORPORATED HEREON.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. I
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ,, IV .. ao
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK �QFESSiQ , e w �°
LANDSCAPING DAY . �pQ A. ``/��, t�� / w
�'9� WAYNE P CO RCE 29577 A E VIClNffYWP (D N °
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE --^ EXP3 -31 -99 z°D u
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE �2° C' „ era
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN ` SCALE w rn zw
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT W N® 29577 CADIA COUNTY WATER DISTRICT O MUNICIPAL WATER DISTRICT ENCDUTAS FIRE
PROTECTION DISTRICT o N = m
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
" 0 ZZ
ALL OPTED LANDSCAPE AND IRRIGATION STANDARDS. Exp.3/31/99 Q " a
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REIVEWED BY: REIVEWED BY: REIVEWED BY:
a e"y
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR J' CtVl� _ ,�,� _ TO NOVEMBER 15, THE SLOPES
SHALL BE STABILIZED WITH l I I IS 9
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. d � , r �- �z - PT •l -/� ! O ' o m 7
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 �
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE �° DATE: DATE: DATE:
OF CALIFORNIA DEPARTMENT OF CONSERVATION. FALID FOR 2 YEARS FROM DATE OF SIGNATURE
REVISIONS APPROVED DATE REFERENCES DATE $ENCEM ARK SCALE CO DEVELOPMENT DESMHS D BY DR AWN MHS BY CHE CKED WAP BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAwiNo N - .
AS QUILT C 11 -3- PERMIT �1NAL �� "dt "9� STD. BRONZE DISK IN CONC. REIVEWED BY. PLANS PREPARED UNDER THE SUPERVISION OF
RECOM E D D AP ED GRADING PLAN FOR:
MONUMENT. lHORIZONAL 1" = 20' LOCATED 200' N. OF STA. 261 +98.72 � DATE: 9 BY: t BY:
5233
RANCH SANTA FE RD. NEAR FENCE 5--. -� �I' s 9 - 7 �a a- 4 0 WHEELER RESIDENCE
E. SIDE OF RD., RS. 454 VERTICAL N/A DATE: R.C.E. NO . 29577 DATE: /� DATE: _ PARCEL
3 OF P M 16199
RECORD FROM: CO. BENCH J0302 W YNE PASCO EXP. 3 -31 -99
ELEV. 176.18 DATUM: USC&GS WORK PROJECT N [ SHEET 1 OF 2
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XP DATE DATE: PARCEL 3 OF P M 16199
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