1999-5959 G (Plans)ENVIRONMENTAL NOTES:
1. THE STEEPEST EXISTING NATURAL SLOPE ON9TE - 10X
2 THE MAXIMUM HEIGHT OF FILL IS 5.2'
1 A. AVERAGE DEPTH OF CUT = VOLUME OF CUT (CF.) / AREA OF CUT (SF.) = 0.0 FEET.
B. AVERAGE DEPTH OF FILL VOLUME OF FILL (C.F.) / AREA OF FILL (SF.) = 1.4 FEET.
�' Or -
EXIST. / 22.5' VACATED T. ALLEY ESM PER r
APN 26 - 023 - " f%P 7 4 - 095xI5 / DATE[ APRIL 16, 1974; �" �\
' .v___._ _ - -- -- - - - f..
3 Z" �� EXIST. 2 5 PUBLIC SEWER EASEMENT REtRVED f
' ,, 11.25
PER FA 74-095662 DATED APRIL 16
1 ` '� " - / / EX CON f
WALL r t 1
to F- r W =
W Li �,` i- N73'16'19 "W 151.14'
DAYLIGH FI LL -~- - T EX. D.G. SEWER
i o EARTH SWALE 10
t i _ r ACCESS ROAD
4 , a CL o l ;' G,YRA VEL BAG (2�1•om), TYP. - _ _ _ 1 � _ - �`, o O 2% MIN ,,f"
i �. HYtN?OSEEDD SLOPES, TYP. �� �`-
m Z, - FILL SLOPE
Q x I o ►.� ` •r . �"/ ' -.. _ - --� - N
426
,� 0� - I
I
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0 1 FILL SL 4 GARA
x l �^ O_ PAD 109.1 % o
I ! GFF 109.60 H'JUSE
- P 4 EWER _ AT r') �., °D 2
i !i ' S 99.3
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cc ` ► 1 NDS f 830 CHIANNEL
i i � '' � i ^` o Ff 11QO ,� I� 1 09.0
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4 - I `� ��F ''
(� 6 $ % PVC DR AIN O 2X MIN.
v 1 _
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+� 2.111 FILL SLOPE
i I $ N73'14'59 - W 151.13' , `
O SEE; LETTER OF PERMISSION TO GRADE NEW PROPERTY LINE PER CI TY OF ENCI TAS -� W
BYT 'TERRY SULLVAN DATED: - Z - 7 ,. CASE 740. 9,6 -042 8A AND COUNTY SAN '\
Li >K r, � _ '`ti: l , ,���, - F* OFFSITE GRADING (DOC. # M14 ) i" DIEGO DOCOMENT NO. 1998=018579.
RECORDEL)' APRIL 2, 1998. '
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DECLARATION OF RESPONSIBLE CHARGE.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ACT, 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 IS
CONSISTENT WITH CURRENT STANDARDS
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF ENCINITAS IS CONFINED TO A RENEW ONLY AND DOES NOT RELIEVE ME; AS
ENGINEER OF E
OF MY RESPONSBIUTIES FOR PROJECT DESIGN. BB/
F ti
BY: ! T DATE:
MARK A. BRENOCK, R.C.E. NO. 48153 7K
3914 MURPHY CYN. RD., STE. A -135 NO 48153 a
SAN DIEGO, CA 92126 (619) 560 -6556 � EXP. 6/30/00 �
OWNERS CERTIFICATE.
I HEREBY CERTIFY THAT A Pcth+_-) icrctu SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE � or CI►t -%
COMPLETION TABLIyI' OF THE SITE -
0
SIGNA TURES
RICK AND LAURIE ARBAUG H
2340 CAROL VIEW DR., ,W302
CARDIFF, CA 92007
NOTE: ALL U77UTIES SERVICING THIS
SITE ARE TO BE UNDERGROUNDED.
NOTE: OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM
THE ENGINEERING DEPT. AT LEAST 48 HOURS PRIOR TO
WORKING IN PUBLIC IIGIHT -OF -WAY. FAILURE TO DO SO
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND
DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS
e op
CARDIFF SANITATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT
REV I EMM BY: REV I REV I EIIED BY:
;�iZ7 !o- 99 % 1 � Q �'riQ�� 512-417
DATE DA - DATE
V 1L I D FOR TWO YEARS FROM DATE OF SIGNATURE
REVISIONS APP'D DATE mtru<tNCES DATE BENCH MARK SCALE
DESCR I PT I ON COUNTY BM # I4404M
HM IZONTAL
LOCATION STA, 166+03.99 RANCHO SANTE FE RD.
RECORD �q�
ELEV x . 519 DATUM VERTICAL
NO 77RCA TIONS:
1. THE EXISTENCE AND LOCATION! OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK STE IT 1S THE CONTRACTOR'S RESPONSMTY TO CONTACT
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
A. SEWERS - CARDIFF SANITATION DISTRICT 1- 760 - 633 -2770
B. GAS AND ELECTRIC - SDG&E 1 800 - 422 - 4133
C. WATER - OUVENHAIN WATER DISTRICT 1 760 - 753 - 6466
D. TELEPHONE - PAC. BELL TELEPHONE CO. 1- 800 -489 -3441
E. CABLE TV - COX COMMUNICATIONS 760 - 598 -6660 X2257
Z CONTRACTOR SHALL N017FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL
SOILS ENGINEER'S CERTIFICATE:
1, JOSEPH C. SMYTH, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN 714E FIELD OF APPLIED SOIL MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
THIS STE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 05198 AND 06198.
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER,
FURTHERMORE, I HAVE REVIEWED THESE
GRADING PLANS AND CERTIFY THAT 774E RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICA TIONS
SIGNED: C.
R.C.E. N . 21650
EXP. DA TE /
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LEGAL DESCRIPTION PARCEL A OF ADJUSTMENT PLAT FOR LOTS 13 & 14
OF BLK. 31, MAP NO. 287
A.P.N. 265 - 023 -59
SITE ADDRESS 345 RANCHO SANTE FE ROAD
OWNER /PERMI TTEE RICK AND LORIE ARSAUGH
GRADING NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO REGIONAL STANDARD
DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
Z THE SOILS REPORT TITLED 0 597£ INSPECTION, PROP. RESIDENTIAL BLDG SITE -LOT 14,
RANCHO SAN7E FE RD." PREPARED BY SOILS TESTERS, DATED: 05127/38, SHALL
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SMALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND ;v-culr►VAIIONS CONTAINED IN SAID
REPORT.
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 92ES, LOCATION AND
TYPE OF DRAINAGE FACILITIES NOR OF IMPROVEMENTS WITIffl STREET RIGHT - -OF-
WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED W
CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -97E GRADM
S CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ADJACENT PROPER TIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TD
GRADING;
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK'
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED AND REPLACED BY A
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES;
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS
8. GRADING AND EQUIPMENT OPERATING WITHIN GIVE -HALF (1/2) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M.
AND 7 :30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOUDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNIX- A PREGRADING MEETING HAS BEEN
HELD ONS/TE - WITH THE FOLLOWING PEOPLE PRESETVT CITY INSPECTOR,
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE
PREGRADE MEETING SHALL BE SCHEDULED WMTH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
1C PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WMTHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENT'S THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE W RK UIW)ER THE GIRADNNG PERMIT BUT PRIOR TO
FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS- GRADED
CERIIRCA 17ON SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO 5959 -
HAS BEEN PERFORMED IN SUBSTANTIAL DANCE WITH THE APPROVED GRADING
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNA TORE OF THE CIVIL ENGINEER WHO CER TIFIES
SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCIHM HE
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUI TABII<I TY OF
ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERA TIONS, HE SHALL STATE
THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION, AND
THAT, IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED USE
13. THE CONTRACTOR 94ALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POS17W DRAINAGE AND PREVENT PONDING GE WATER. HE SHALL CONTRM' SURFACE
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
9TE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY
GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL
MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE _FILLED SMALL BE PREPARED TO BE FILLED AND FXL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS ALL VEGETABLE MATTER
AND OBJECTIONABLE 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 SICARInED TO A DEPTH GE 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE SPREAD, WATER
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS
AND EMBANKMENTS SHALL BE SHAPED, PUNTED AND TRMI4/ED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATIONItWANKMEINT SLOPES
N
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4)
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ESTIMATED QUANTITIES:
WHICH ARE LIABLE Tn BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE
TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
NO SCALE
*800
422-4133
"a �
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ORDINANCE
CU T. 0 C. Y.
1WOV„I11. i
._-i.,•_YOUM
CITY OF ENCINITAS
16.
ALL TREES. BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
y
FILL_ 125 C.Y.'
5959 - G
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
ARBAUOM RESUDD ENCIE
PCL A OF ADJ. PLAT
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
g
EARTHWORK QUANTITIES ARE ESTIMATED
FOR PERMIT PURPOSES ONLY
APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL
(CALCULATED ON A THEORETICAL BASIS).
ACTUAL QUANTITIES MAY VARY DUE TO
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE
SHRINKAGE OR SNELL FACTORS
DISPOSAL OF ANY SUCH MATERIAL
H
t os
LEGEND:
EXISTING CONTOURS . . . . . . . . . . . . . .
. . . . ' .
....•••••••...••
PROPOSED CONTOURS . . . . .. . . . . . . .
• (272.2)
. . . . . -270-
ilk
PROPOSED ELEVA TIONS . . . . . .. .. . . ..
PAD ELEVATION . . . . . . . . . . . . . . . . .
. . . . 272.2
. . . . . P -272.2
TOP OF GRATE . . . . . . . . . . . . . . . . .
. . . . . TG
FINISHED GRADE . . . .. . . . . . . .. . . .
. . . . . FG
o
FINISHED SURFACE . • • .. . . .. .. .. ..
. • • • • FS
z
C
FINISHED FLOOR . . . . . . . . .. .. . . . . .
. . . . . FF
CAM vo
GARAGE FINISHED FLOOR
GFF
N ORM
_
GRADE BREAK . . . . . . . . .. . . . . . . . .
. . . . . GB
W
9 �' ST
EXISTING PROPERTY LINES. ..............
. . . . . . .. .. .. .. .. ....
. . - - -
ElvCy wZ
Nv 2 &
d!
EASEMENT LINE
PROPOSED DRAINAGE SWALE • • • . • • • • •
• • • • .
/
Q 7TH ST
O
�1�� Underground =errloe Ale
C.)
FILL SLOPES . . . . . . . .2 :1 MAX.. . . . .
. . . . . T T
4 PVC STORM DRAW- - - - {SDR -35) . . ..
. . . .
p
Y
RIPRAP . . . . . . . . . . . . . . . . . . . . . .
. . . . . W
ROJECT SITE COW TOLL FREE
COMMUN I TY DEVELOPMENT Des i a�u BY: oRAw� 1M. afa® BY:
we ' we we
1 •s1o' REV I I PLANS PREPARED UNDER THE SUPERVISION GE:
N/A C �• �a A 99 1Z 99 111 pql;*� DATE
- 7 R.C.E.' 48153
DATE MARK A. BRENC I CK CIF 8130/00
APPROVALS
RE APPROVED
eY: BY: L1"
DATE - 99 DATE: _-J9
%4CIN1 TY MAP ��
•-•�
NO SCALE
*800
422-4133
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1WOV„I11. i
._-i.,•_YOUM
CITY OF ENCINITAS
ENGINEERING DEPARTI
DRAM I NC NO .:
GRADING PLAN FOR:
5959 - G
�
ARBAUOM RESUDD ENCIE
PCL A OF ADJ. PLAT
FOR LOTS 13 & 14 OF
BLK 31, MAP NO. 287
%M 1 of