1989-9176 G (Plans) 1242]]
GENERAL NOTES GRADING EROSION CONTROL
1. ALL SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1. IN
CASE EMERGENCY WORK IS REQUIRED, CONTACT LEGAL DESCRIPTION
RUBALCABA _- - - - - -- AT (619) 598 -8456 PARCEL 1 OF PM 15391
RICHARD
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT ___
______(PHONE)
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
A P N
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL 259-
221 -77
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND
WORKERS FOR EMERGENCY WORK SHALL BE MADE
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL--
GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT SITE
ADDRESS
9-r TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
OF 2353 N PLACE
2. THE BOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, OLIVENHAINHAIN, CA 92024
PROPOSED RUBALCABA RESIDENCE, 2553 CAROLYN PLACE, IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY
DEVICES WHEN RAIN IS IMMINENT.
ENCINITAS, CALIFORNIA ", PREPARED BY DENNIS E. CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
OWNER /PERMITTEE
ZIMMERMAN, DATED MARCH 2, 1989, SHALL BE CONSIDERED AS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 3. DEVICES SHOWN
ON PLANS SHALL NOT BE MOVED OR RICHARD RUBALCABA
A PART OF THIS GRADING PLAN. ALL GRADING SHALL HE DONE FOR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
P. 0. BOX 2171
IN ACCORDANCE WITH THE RECOMMENDATIONS AND INSPECTOR. RANCHO SANTA FE CA 92067
SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PHONE:
(619) 598 -8456
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
OF WATER. HE SHALL CONTROL SWWACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ESTIMATED
QUANTITES
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL.
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CUT 425 C.Y.*
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MEASURES
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO FILL 625 C.Y.*
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE INSTALLED. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN WHICH MAY ARISE. IMPORT 200 C.Y.*
CONJUNCTION WITH IMPROVEMENT PLANS. 3. ALL TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
GRADING. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
PURPOSES ONLY. (CLACULATED ON A THEORETICAL BASIS.
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDITION. ACTUAL QUANTITIES MAY VARY
DUE TO SHRINKAGE OR
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED AND ALLUVIAL SOILS 'SHALL BE REMOVED TO SUITABLE FIRM
SWELL FACTORS).
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 7. ALL EROSION
CONTROL MEASURES PROVIDED PER THE
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90
APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. * SOURCE OF TOPOGRAPHY - FIELD SURVEY BY PASCO
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENGINEERING DATED
APRIL 10, 1989.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWAY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR ACCORDANCE WITH SPECIFICATIONS. FROM THE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORK DAY.
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 9. ALL
PROTECTIVE DEVICES SHOWN SHALL BE IN
A LICENSED LAND SURVEYOR. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %).
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ENGINEER OF WORK AND LEFT `IN A NEAT AND ORDERLY
RAINFALL.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD
GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER
15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON EROSION AND SEDIMENT CONTROL HANDBOOK
OF THE STATE OF
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT
OF CONSERVATION.
ENVIRONMENTAL NOTES:
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 1. THE STEEPEST EXISTING SLOPE IN THE GRADED
AREA IS 770/.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF (EXCUDING AND EXISTING MAN MADE SLOPES).
NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 2. THE MAXIMUM VERTICAL DEPTH OF CUT
IS 2.9' AND THE MAXIMUM
i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
VERTICAL HEIGHT OF FILL 2.5'
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE VOLUME OF CUT _ 13,500(C.F) . 1.5FT
OF CUT (C.F.)
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 3• p,) AVERAGE DEPTH = AREA OF CUT 8,880
(SF)
THESE PLANS, HOWEVER: LANDSCAPING DECLARATION_ OF RE5P9N §184E_CHARGE
VOLUME OF FILL(C_F_) 13,500 (C.F.)
B. ) AVERAGE DEPTH = _ = 1.1 FT.
THE CONTRACTOR IS REQUIRED TO TAKE DUE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE I HEREBY DECLARE
THAT I AM (HE ENGINEER OF WORK FOR THIS OF FILL tEA OF FILL (S.F.) 11,960 (S.F.)
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PROJECT. THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND DESIGN OF THE PROJECT
AS DEFINED IN SECTION 6703 OF THE BUSINESS
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AND PROFESSIONS CODE,
AND ?HAT THE DESIGN IS CONSISTENT WITH
FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING CURRENT STANDARDS.
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
EXCAVATION, FOR VERIFICATION AND LOCATION OF SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION I UNDERSTAND THAT
THE CHECK OF PROJECT DRAWINGS AND SPECIFI-
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: - OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. CATIONS BY THE CITY OF
ENCINITAS IS`CONFINED TO A REVIEW ONLY
AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI-
A. SEWERS - 694 -3273 BILITIES FOR PROJECT DESIGN.
B. GAS & ELECTRIC - 800- 422 -4133 Z
BY:- - -- - - - - -� - - - - -- DATE- - -- - - - - --
C. WATER - 753 -6466 WAYNE SCO
SOILS_ENGINEER'S_CFRTIFICATE R.C.E. 29577
D. TELEPHONE - 800- 422 -4133
- EXP 3 -31 -91
I, DENNIS E.ZIM M ERMAN - - - - - _ A REGISTERED CIVIL ENGINEER IN
---------------------
E. CABLE TV - 600- 422 -4133 THE STATE - OF - CALIFORNIA, - PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND -
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BY ME OR UNDER MY DIRECTION BETWEEN THE DATES __ FEB_11989___AND
PHONE: (619) 944 -5070 MARCH 2 1969. ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
INSPECTION. PHONE: (819) 944 -5070. ALL WORK PERFORMED HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
j
REJECTION AND REMOVAL. HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED:__
RCE NO.: - - -- 2 / 6,676 ------------ - - - - -- ��(yFEM
EXP. DATE: 2 % ---- - - - - -- �f + �E, ZT1by � NG1hEE , �dyd
u 29
or ROFESS /p,Fgl z
W
Na 2977 ^, ° PRIVATE CONTRACT Z N
EXP. 33191 ,� PERMITS E DO
CITY OF ENCINITAS S U 0)
REZONE PERMIT NO. N fHEETf I Z 01
Of �l \E� N/ A GRADING PLANS FOR: 04
SPECIAL USE PERMIT NO. O
PARCEL MAP N o. 15391 SINGLE FAMILY RESIDENCE U)
RUBALCABA a
CITY APPROVED CHANGES BENCH MARK
PASCO ENGINEERING me. Description AW*1eIYy DNt CALIFORNIA COORD. INDEX 318 -1695
(619) 259-621: OESCIII ►TION: CHISELED SO ON RIM OF CONC. IRRIGAT P APPROVED ROBERT WARREN ENGINEEROF
WOR11�%W
CITY ENGINEER WAYyE PASCO w
535 HO. HIGHWAY 101 (iE/ o v��w
souwA BEACH. CA 92079 LOCAT 36' BAD LA OF (L LOS MOR A T INTERSECTION OF K � Q �`-- EXP 11 91 RCE. 29577
W O
RECORD FROM: COUNTY OF SAN DIEGO VERT. CONTROL �
ELEVATION: 178.69 DATUM: U.S.GS. ( GRADING 9176- G DATE PERMIT NO.
W
FILE W.
PE 335
91 4 2 441
12.2]3
LE GEND
PROPERTY LINE
CD EXISTING CONTOURS -- (90) --
FINISH CONTOURS g4
C) I FINISH SPOT ELEVATIONS
DAYLITE LINE n u—
q��
1MF120VEt- t TO Cd0X.YA1 CUT SLOPE 2:1
I } r /� I�CQCE BEE
1 MP 3 2LW, - ME.UT PZ4011S 2 JZFZD
/ I \ FILL SLOPE 2:1 y -
I ' To A3 '
/�Y
PQ /4k7TE 2G1l1. 4A/3 I TPM /8493 �¢qq
/ AID ZIP Z g SNkIZ /8579 y+ /8705" ' /B Tr y
I 9/078 EXISTING SLOPE 2Pl°EQ A.C.BEQH Y 1
9107G T
,� I g3• 0e/VE►kaY AP CM.I
PR`e S.O.CO 5 D
. NOSE BIB
I
EASEMENT LINE
A173•11'49•w E o.00— 0 r oNro 05 - 7 CAROLYN PLACE
CUT 2 I I jt CA(/r /O/V -• ensT. EX /ST. 90'PQNgTE IdA00 EgBEMEA/T E X I ST I N G A.C. BERM
—
(92 )� U�20UA/0 PeQ DOC. 2EC. OCT. 28. /988 45 FILE
A _• , / 5 6 COlOUPT -EXA NO.BQ- 5529Q70FO EXISTING WATERLINE —yV --
COCAT/OM
UA/eA/0►ypK EXISTING SEWER LINE - -5 --
OA INSTALL RIP RAP W /11112 ^
• •� $9 ��0 BACKING PER S.D. COUNTY
15' 25' •.. �� . ,_.. 'STD. DWG. D -90
9 SM / (5'-S'w1'THICK)
j� p.'.'. l•
Ct/T exlsr. 6'4.c sgM • musreccr /1 P.C.C. .:.;.+
I • / A l 3 / EAQ7,4EA/Wv-f AT PRl7PEQ7y L /Ae TO PQEvE•VT
OVT0 4o wceA/T 4A10 AS
PAD ELEVATION PAD 84.3
L
Y' i pp
0 Q ! f J IfJ / r .L_ SWALE
FLOWLINE
N A o r'i� ", i Lttj - 'O
(�) b 4r b DIRECTION OF DRAINAGE I%
RETAINING WALL PER
S.D.CO.STD. DWG. C -2, TYPE 1
O Q •_..:..: p85. 8 E rrY DRIVEWAY APRON PER S.D.CO.
rwaa � ;. �: , Y . • p � FF E r STD. DWG. DS-7 S -7
B.w.B¢9 �m i. ,� p 85 8
• GA G 85 3
ILL
(881 T�V�8S0 w' .. R
ESI \, �(76)
Q W PENC ? 5
� 3 H 5.0 ;u h.,o pqp 8 4.8 / ` W I I
Z M 39' 2 S 3 84.3
/ H//V yl
Q� SCALE
V a i 1\ .3 � ;� 1 1 " =20' NOTE
I F IN REGARDS TO THE SITE PREPARATION FOR GRADING REFERENCE IS GIVEN T01
\ SEX /3T BROW OITCH THE - SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION,
4AID COA17O ZS PROPOSED RUBALCABA RESIDENCE, 2553 CAROLYN PLACE,
U 2 3 I fLQ 8386 G BNCINITAS, CALIFORNIA ", PREPARED BY DENNIS E.
.
Z AYIAI , 8 \ ZIMMERMAN, DATED MARCH 2, 1989, SHALL BE CONSIDERED AS
r \ A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
rj IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
8 0 4
1O EXISTING 8.00 ELECTRIC EASEMENT GRANTED TO THE SAN
APORTION OF SAID REPORT IS RESTATED AS FOLLOWS
/ 7g. DIEGO GAS AND ELECTRIC COMPANY BY DOCUMENT RECORDED
- I � •,� � . "EXISTING 90IL: We recommend that any existing fill, topsoil, collurium, MARCH
1, 1988 AS FILE NO. 88- 093236 OF O.R. THE
,(/73°// -W LOCATION LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM
I 3� and low density soil be removed to firm natural ground from beneath proposed O THE RECORD.
-- / fill end /or pad areas, so that structures will be supported on firm material. 2 THE RIGHT TO EXTEND
AND MAINTAIN DRAINAGE
r_ i� w •- r I / This soil may be replaced, if desired, as a FACILITIES AND EXCAVATION
AND EMBANKMENT SLOPES
1 I � ; ��_ lA A � �, q l.)' _� y p properly contrplled fill BEYOND THE .LIMITS OF SAID
RIGHT - OF - WAY DEDICATED
I L_ , �.ii I - Ivl tt���,��� AND ACCEPTED PER PM 15391
I/ O� densified to at least 901 relative compaction. All deleterious materials
1 V � (3) ABUTTERS RIGHTS OF ACCESS IN AND TO RANCHO SANTA FE ROAD
and oversized debris encountered in this fill should be removed and legally (RS 458 & SF 1412) HAVE BEEN
RELINQUISHED AND WAIVED PER
/ N PM 15391
(S4) disposed of off -site.
expansive soils shall be kept at least 3 feet below O EXISTING 3.00 FOOT EASEMENT GRANTED
TO PACIFIC
All ex
p p proposed finish TELEPHONE AND TELEGRAPH COMPANY BY DOCUMENT
RECORDED OCTOBER 25, 1988 AS FILE NO. 88- 544158 OF
subgrade. Expansive soil occurring on cut lots within 3 feet of finish pad OFFICAL RECORDS.
grade shall be completely removed and replaced with granular non - expansive O5 EXISTING EASEMENT GRANTED
TO PACIFIC TELEPHONE AND
TELEGRAPH COMPANY BY DOCUMENT RECORDED OCTOBER 25,
soil compacted to a minimum of 901 relative compaction.
1988 AS FILE NO. 88- 544158 OF OFFICIAL RECORDS.
I
O EXISTING EASEMENT FOR ROAD PURPOSES AS RESERVED BY
Based on the findings of this study, the depth of removal will be on the DOCUMENT RECORDED OCTOBER 28,
1988 AS FILE NO. 88-
552900 OF OFFICIAL RECORDS.
order of 4.5 feet.
The horizontal limits 'of these recommendations should include the area
within the perimeter of 10 feet beyond the building exteriors."
3'
2\ 2,1•M�N• O �tOFESS/p, Z
A. p o w
WH SWALE DETAIL ac
PRIVATE CONTRACT
NO �° No SCALE EX3?3 CITY OF ENCINITAS 2 U
I DR N PERMITS '
�+ eQ-- I ew BrN s? �� Civil. G RAD I NG PERMIT NO. N A SHEETS I Z
1 0W '(,�1 SPECIAL USE PERMIT NO. N� A p
Iy EARTHEN GRADING PLANS FOR:
li
OR W IIyD Z >7Pi �� BERM EARTHEN DITCH U z` PAD
SINGLE FAMILY RESIDENCE N
S/ TE C PARCEL MAP NO. 539 I Q
RU BA L CABA
Gr0 CAR CITY APPROVED CHANGES BENCH MARK
p Ne. DeKryliea Approved by Dm CALIFORNIA COORD. INDEX 318 -1695
PASCO ENGINEERING CITY ENGINEER WAY E P
Q GARAGE PAD LOWERED VaQ &rom DESCIIIPTION: CHISELED SO ON RIM OF CONC. IRRIGATION PIPE APPROVED
ROBERT WARREN NE OF W K W
ASCO �J�
p TOP OF SLOPE DETAIL (ale) 25e -8212 H
S�5 NO. HIGHWAY 101
VICINITY MAP NO SCALE LOCATION: 36' E. OF (� LOS MORROS AT INTERSECTION OF BY A RC.E. 29577
SUME 41 a L&j
I NO SCALE SOLANA REACH, CA 92075 A LA BAJADA Lhj
NECONDFRON: COUNTY OF SAN DIEGO VERT. CONTROL Z
ELEVATION: 178 DATUM: U. S.G. S. 611�a4 GRADING 9176- G c3
ATE PERMIT NO, _
W
FILE N0.
PE 335
WOW