1999-5865 G (Plans) GRADING NOTES
A. • GENERAL GRADING
e ob one tested b q u al ified voila SOILS ENGINEER'S CERTIFICATE PROJECT DATA
1. AN work shall be done in accordance with these plans, 1. All grading shall b y a Uu
the standard specifications for public works construction, engineer or under his direction. He shaft observe and test I. STEVEN
B. NORRIS, A REGISTERED CIVIL. ENGINEER IN THE STATE OF PROJECT OWNER: KATHY MALLIAMS
the design construction standards of the City of Encinitas the excavation placement and compaction of fills and backfdts CALIFORNIA, PRACTICING
IN THE ENGINEERING DISCIPLINE OF GEOTECHNICAL 2354 OXFORD AVENUE
and co of trenches. He shall submit soils reports ENGINEERING, HEREBY CERTIFY THAT A GEOTECHNICAL EVALUATION OF THE
and the San Diego area regional standard drawings. Any P ENCINITAS, CALIFORNIA 92023
as required and will determine the suitability of any-fill SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER
760
changes or revisions therefrom shall be approved by the Engineer prior to any request for inspection. material. Upon completion of grading
operations. He shall state MY DIRECTION ON JANUARY 12, 1999. ONE COMPLETE COPY OF THE SOILS ( ) 603 -2480
City g P that observations and tests were made b hinder
art titled "Geotechnical Investigation and by or u REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BE
PROJECT A.P.N. 261-092-23
2. The soils report his supervision and that in his opinion, all embankments SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE
Foundation Recommendations for the proposed addition to the" and excavations are acceptable for their intended use. REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS
Residence Located at 2354 Oxford Avenue, Encinitas, California INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
PROJECT ADDRESS: 23 OXFORD AVENUE
Prepared by Engineering Design Group, Dated January 12, 1999 2. The contractor shall properly grade all excavated surfaces IN THE GRADING
PLANS AND SPECIFICATIONS. ENCI NITAS, CALIFORNIA 92023
shall be considered as a part of this grading plan. All grading to provide positive drainage and prevent ponding of water.
STAMP
shall be done in accordance with the recommendations and He shall control surface water and avoid damage to adjoining
ZONING: R -11
+* specifications contained in said report. properties or to finish work on site and shall take remedial
3. Approval of this plan does not constitute approval of sizes, measures to prevent erosion of freshly graded areas until
location and type of drainage facilities, nor of improvements such time as permanent drainage and erosion control PROJECT
SOILS ENGINEERING DESIGN GROUP
within street right -of -woys. Separate approvals and permits measures have been installed. ` ENGINEER:
810 W. LOS NALLECITOS BLVD., "A"
for these shall be required in conjunction with Improvement 3. All areas to be filled shall be prepared to be filled and fill SIGNED:
_ SAN MARCOS, CALIFORNIA 92069
W Plans• shall be placed in accordance with standard specifications. -- -
4. Written permission shall be obtained for an off site grading (760) 752 -7010
p Y 9 9 All vegetable matter and objectionable material shall be RCE N0. _1 EXP. DATE: I�
n necessary precautions required to removed by the contractor from the surface upon which the (760) 752 -7092
FAX
� 5. Contractor shall take a ny Y P q fill is to be placed. Loose fill and alluvial soils shall be
protect adjacent properties during grading operations. PROJECT CIVIL ENGINEERING DESIGN GROUP
Anything damaged or destroyed shall be replaced or repaired removed to suitable firm natural ground. The exposed soils
o condition existing prior to grading. ENGINEER: 810 W. LOS VALLECITOS BLVD., "A"
t g . shall be scarified to a depth of 6" and compacted to P 9 4
6. The developer shall be responsible that any monument or
a minimum of 90 percent. It shall be the contractor's SAN MARCOS, CALIFORNIA 92069
responsibility to place, spread, water and compact the fill
bench mark which is disturbed or destroyed shall be re- in strict accordance with specifications. (760) 752
-7010
established and replaced by a registered civil engineer or (760) 752 --7092 FAX
4.
Cut licensed land surveyor. Cut and fill slopes shall be cut and trimmed to finish grade DECLARATION OF RESPONSIBLE
CHARGE
to produce smooth and uniform cross sections. The slopes
7. The contractor shall design, construct and maintain all safety P
devices, including shoring, and shall be responsible for of excavations and embankments shall be shaped, planted I HEREBY DECLARE THAT
I AM THE ENGINEER OF WORK -FOR THIS PROJECT.
and trimmed as directed by the engineer of work and left THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
conforming to all local, state and federal safety and LEGAL DESCRIPTION
o standards, laws and regulations. in a next and orderly condition. All stones, roots and other PROJECT AS DEFINED IN SECTION
6703 OF THE BUSINESS AND PROFESSION LOTS 14 AND 15 IN BLOCK 14 OF CARDIFF, •N THE
health +
S he equipment op erations waste matter exposed or excavation or embankment slopes CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
8 Grading 9 and q P ment P within one -half (1/2) mile which are liable to become loosened shall be removed and I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
of a structure for human occupancy shall not be conducted y uan cupd d of. The toe and to of all slopes
shall be rounded TO THE MAP THEREOF N0. 1298, FILED IN THE OFFICE OF
between the hours u an cup and 7:30 a.m. nor d dispose P P BY THE CITY OF ENCINITAS IS CONFINED TO REVIEW
ONLY AND DOES NOT THE COUNTY RECORDER. OF SAN DIEGO COUNTY,
in accordance with the Grading Ordinance. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT NOVEMBER
14, 1910.
Saturdays, Sundays and City recognized holidays.
9. No grading operations shall commence until a pregrading 5 • All trees, brush, grass, and other ob jectionable DESIGN.
` l onsite with the following people materials shall be collected, pilled or otherwise d isposed of STAMP
meeting has been held City Engineer, off the site by the contractor so as to leave areas that STEVEN NORRIS
VICINITY MAP
3 prese nt: y Ins P h e l d Civil Eng ineer, Soils hove been cleared with a neat and finished appearance free ENGINEERING DESIGN
GROUP
►- Grading Contractor and Permittee. The pregrode meeting
shall be scheduled with the City at least 48 hours in from unsightly debris. Approval of location of debris fill shall be 810
WEST LOS VALLECITOS BLVD. ro, 11
L secured from the soils engineer and City Engineer prior to the SUITE "A"
advance by calling (760) 633 -2770. disposal osal of any such material SAN MARCOS CA 92069 N
10. Prior to hauling dirt or construction material to any proposed
M ��
M construction site within this project the developer shall EROSION CONTROL (760) 752- NO SCALE
$ submit to and receive approval from the City Engineer for Q
r the proposed haul route. The developer shall comply with 1� Y In case emergency work is required, toll Kathy Williams
all conditions and requirements the City Engineer may impose (760) 603 -2480 BY: 6//W
P "
W with regards to the hauling operation. 2. Equipment and workers for emergency work shall be made NP
y �c'
R.C.E. N0. 47672
3, 11. Upon final completion of the work under the grading permit, available at all times during the rain season. All necessar
47G EXP. DATE: .L_
. p 9 9 P g Y Y DATE:
but prior to final grading approval and /or final release of materials shall be stockpiled on ' site at convenient locations
\
o security, on as- groded certificate shall be provided stating: to focilitote rapid construction of temporary devices when
\
"The grading under permit No. 5865 -G has been performed rain is imminent.
or � q
in substantial conformance with the approved grading plan . Devices shown on plans shall not be moved or modified without \
n he attached as - raded Ion ". This S' •� O�
3
or as shown o t 9 P the approval of the Engineer Inspector.
statement shall be followed by the dote and signature
grading 4. The contractor shall restore all erosion control devices to working
W of the C ivil En g ineer who certifies such 9 9 operation.
� order to the satisfaction of the City Engineer after each run -off
producing rainfall.
� B. NOTIFICATIONS
' S The contractor shall be responsible ono shall take necessary �% MANC01 A
1. The existence and location of underground utility pipes and precautions to prevent public trespass onto areas when impounded
o structures shown on these plans were obtained by a search waters create a hazardous condition.
of available records. To the best of our knowledge
there are no existing utilities except as shown on these 6 The contractor shall install erosion control measures as may be required
OWNER'S CERTIFICATE
by the City Engineer due to uncompleted grading operation or unforseen
a' plans, however; the contractor is required to take due I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER
precautionary measures to protect any existing utilities or circumstances which may arise. OR GEOLOGIST HAS BEEN
OR WILL BE RETAINED TO SUPERVISE
o structures located at the work site. It is the contractor's 7. All erosion control measures provided per the approved grading
plan
OVER GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
responsibility to contact the following owners of said utilities shall be incorporated hereon. STABILITY OF THE SITE.
or structures prior to any excavation, for verification and 8. Graded areas around the project perimeter must dram away from the
location of utilities and notification of commencement of work. face of a slope at the conclusion of each work day.
/ � 0
° a. Gas & Electric - (S.D.G. &E.) (800) 422 -4133 - g. All removable protective devices shown shalt be in place of the
end
+ o of each working day when the five (5) day rain probability forecast SIGNATURE DA E O
b. Water (San Dieguito Water District) ( 760) 633 -2709
� C. Tete hone Pacific Bell 00 422 -4133 exceeds forty percent (407). Sift and other debris shall be removed
P ( ) ) after each rainfall. 1
d. able TV - Dimension Coble (800) 422 -4133 OWNER: KATHY WILLIAMS N
C ( ) 10.Should germination of hydroseeded slopes fail to provide effective ADDRESS: 2354 OXFORD
AVENUE
e• Cardiff Sanitation District (760) 633 -2780 coverage of graded slopes (90% coverage) prior to November 15,
the slopes shall be stabilized with punched straw installed in ASSESSORS PARCEL: 261 - 092 -23
n
z 2. Controctor shall notify the City Engineer's office 48 hours accordance with section 35.023 of the Erosion and Sediment
0
' prior to beginning any work on this project. Phone (760) Control Handbook of the State of California Deportment of Conservation.
633 -2770 ENVIRONMENTAL DATA
v
Z 3. The contractor shall give 24 hours notice on calls for 1. STEEPEST EXISTING NATURAL SLOPE ON SITE.
- 7:1
; Inspection. Phone (760) 633 -2770. All work performed
� without benefit of inspection will be subject to rejection 2. MAXIMUM VERTICAL DEPTH OF CUT. - 8'
O
a removal. 3. MAXIMUM VERTICAL DEPTH OF FILL. - N/A
4. AVERAGE DEPTH OF CUT. - 4' (1Z
C.�
5. AVERAGE DEPTH OF FILL. - N/A Z
W EARTHWORK CUT 270 CUBIC YARDS
FILL 0 CUBIC YARDS
EXPOR 270 CUBIC YARDS C1
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COMMY DEVELOPMENT DEPARTMENT 5AN DIEGUTO WATER 0I5TRIGT GARDIFF 5ANTATI0 D15TRCT ,.
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NAME DATE Z
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5"ATmr rxmRr5 TWO YEARS FROM DATE trAT1E DATE
REVI5ION5 APPROVED DATE REMARK5 DATE BENCH MARK SCALE ENCINITA5 FIRE DEPARTMENT TORY GA5TA TOM' GAST STEVE NORRIS -
APPROVALS CITY OF ENGINITA5 ENGINEERING DEPARTMENT DRAWING NO.
SOUTHWEST PROPERTY CORNER - PLAN REP RED UNDER SUPERVISION OF RECD ENDED APP OVER GRADING PLAN FOR WILLIAM
RE SIDENGE
RELATIVE SITE BENCHMARK - VERTICAL 1• ` l o' / /gyp
ELEVATION = 2.0 FT BY
MO + Gc- BY 2354 OXFORD AVENUE 5865-G t
Irk��"L- DAT 99 G� /7 99 WORK PROJECT NO.
//_ CITY OF ENCINITAS
ELEV. DATUMS R20NTAl STEV � EXP. DATE 12- , _ ,0. _ , 0k / AT to ' f7 � � �
+ NAME DATE RCE 47672 DATE '� D Es � A.P.N. 20- 092 -23 SHEET I OF 2 �
E.D.G. JOB NO.:Wg81q38
LEGEND LINE BETWEEN
SECTION A —A EXISTING AND
o IT 2 a3' Se W . HORIZ. SCALE — 1 " =10' PROPOSED
MtNW 2X SLOPE TO SOIL BACKFILL, COMPACTED TO 909 . PROJECT NOTES INDICATES PROPERTY LINE
MA VERT. SCALE — 1 " =10 STRUCTURE
AREA DRAIN INLETS RELATIVE COMPACTION INDICATES PROPOSED CONTOUR
1. EXCAVATION OF PROPOSED RETAINING WALL TO BE IN EXI STING CONTOUR —93- -
OBSERVED FULL —TIME BY EDG REPRESENTATIVE. SOILS
ri INDICATES CUT & FILL C _ _ STRUCTURAL DETAILING 0F TIE ENGINEER TO DETERMINE INTEGRITY OF SOILS F BETWEEN
NEW\OLD BUILDINGS TO
1 =1 I 1 �1 I i =_ _ , 1 =I —111 =1 11= SUPPORTING ALL EXISTING FOOTINGS AND DETERMINE BE REVIEWED BY PROJECT SOILS
I =I I I =1 I I =I I I -I I I i ,, ` NECESSITY OF TEMPORARY UNDERPINNING. 10 IC
CLASS �n B ASE) G t4 ENGINEER
I II- III - III =III_
'
I =I I , =1 =1 I I =1 1 1=1 1 111 — .I 2. REPRESENTATIVE OF EDG TO OBSERVE ALL ON —SITE INDICAATESG A.C. CURB
F F .� ' PER R III III-111 —III— CUTS, FULL —TIME. EXISTING SOIL TO
I =1 1 1=1 I I— INDICATES EXISTING WALL BE REMOVED
_ III —I 11= INDICATES PROPOSED 6 HIGH
III —) I I— III =III �I III =III- 3. PROPOSED RETAINING WALL STRUCTURAL DESIGN SHALL MASONRY BLOCK WALL PER EXISTING
- III = III = III = III =� II' UTILIZE L— SHAPED FOOTING AWAY FROM EXISTING
SEPARATE �A" RETAINING WALL ,
» RESIDENCE. REFERENCE PROJECT SOILS REPORT FOR INDICATES SEWER LINE _..— ._.._�.. —.—. 10
6 ADS DRAIN PIPE (SMOOTH WALL) DESIGN PARAMETERS INDICATES GAS LINE _._ -_._. ._._._._._ $ TO BE REMOVED
2% MINIMUM SLOPE TO OUTLET
INDICATES WATER LINE — -- III -- — -- 6
u j
4. GUTTERS TO BE ADDED TO RESIDENCE AND TIGHTLINED 4
RE
W O2 TYPICAL AREA DRAIN DETAIL INTO PROPOSED DRAINAGE SYSTEM INDICATES AA DRAIN INLET 2
f 0
$ 5. AREAS OF EXISTING FLATWORK TO REMAIN UNLESS INDICATES SAND BAGS
LOCATED IN IMMEDIATE AREA OF CONSTRUCTION. (DOUBLED WHERE SHOWN) 2' CONCRETE STEM
6. EXISTING FLOW PATTERN ON PROPERTY NOT TO BE INDICATES P .V.C. OR SCR 35 PROVIDED PER
DRAIN PIPE. (SIZE PER PLAN) BUILDING PLANS
ALTERED UNLESS THE CHANGE IS APPROVED ON THIS INDICATES DRAINAGE DIRECTION 2X
PLAN.
INDICATES CONCRETE FLATwoRK
• PROPOSED RETAINING WALL STRUCTURAL DESIGN
7. REPRESENTATIVE OF EDG TO OBSERVE DRAINAGE SYSTEM (4' THICK) � •
SHALL UTILIZE L— SHAPED F001ING AWAY FROM
PRIOR TO BACKFiLLING. EXISTING RESIDENCE. REFERENCE PROJECT SOILS
. INDICATES PROPOSED SPOT ELEV.
INDICATES FINISH FLOOR ELEVATION F.F.E. REPORT FOR DESIGN PARAMETERS.
INDICATES FINISH GRADE F.C.
EXISTING PAVED NOTE: STAIR DESIGN, NOT PER THIS NOTE: PRIOR TO ANY ON —SITE CUTS INDICATES FINISH SURFACE F.S.
ALLEY PLAN, TO BE REVIEWED BY PROJECT SOILS ENGINEER TO BE INDICATES HIGH POINT (FRENCH DRAIN) P. RETAINING
WALL DRAINAGE
PROJECT SOILS ENGINEER PRIOR NOTIFIED, IN ORDER TO RESOLVE ANY GE DETAIL {1AE/M11 sECTlon)
a TO CONSTRUCTION. SHORING ISSUES THAT MAY EXIST INDICATES MODIFIED G -17 NLM >R
-51M WATPRoonme INSTALLED PER
MANUFACTURERS SPECIFICATIONS ! PROTECTED >MHI
_ SACKER BOAR MASTIC NOT TO BE EXPOSED TO
MUNLIG"T. WHERE WATERPROOFING 15 OVERLAIN WITM
a TO TOP OF WALL F MIRADRAIN FABRIC No PROTECTION BOARD IS
W NOTE: DO NOT CONNECT FRENCH DRAIN
PROVIDE SANDBAG CUTOFF WALL 0 REODPEO.
TOP OF RETAINING l I / I I SYSTEM TO AREA DRAIN SYSTEM
WALL zoNE of MAC* NTH GENERALLY
o TRANSITION OF PERFORATED AND I 1 E)� % / ,� I I L OW PERMEABILITY SIX eAaK
SOLID PIPE. I I * TA 4 NG r
I WALL / , 90X RELATIVE OOMPACTION
NOTE: TOPOGRAPHY SHOWN FOR SITE
• > /
� I 0 REMAIN � % � ,M /. E,' � � � I
` PIPE OU I'LET CAD I ( I I / I ONLY. ADJACENT P - ! —
W ALLEY I 0
/ / 1 DJ CENT ROPERTIES ARE
T - �
m E — 0.0 I PRO�OSED 1 r � I BOTH DEVELOPED PORTANT-
4DR -35 PIPE 2%
$ R
STAI D E Si GN % / / LOPE TO OU TL T ND MIIRADRAM •' �* S YSTEM
- AREA DRDRAIN /
} 6 ROLLED A.C. CURB I NOT PER THIS1 PLA � -,�
///
PER RSD G -1 / �'� AREA DR TYP. NOTE: 2% MIN SLOPE FROM PROPOSED RETAnHINC W ALL _ SLOPE &AaroUT
I 1 1 / PER DET 2 ADDITION FOR 5' MIN. DISTANCE M� AMNN i = O R P PE OR PER APPROVED
A
PER OSHA STANDARDS
Lai OR R ALTERNATIVE SLOPN/C
< I
INSTALLED PER MANUFACTURES SNORING PLMI. SEE NOTE 1.
V1 I 0 1�20
TE
2 1 4 1 �8 20 SPECIFICATIONS OVER MASTIC
W C s Oft WARPROOFING F" FABRIC DrvEPE
LO
EXISTING RETAINING WALL TO I N59 21 100.00 -A� �+�►+ A�o�
. � ....� - � =
OutvALENT), 12• MIN. U1P
BE REMOVED COMPLETELY I • .... 2 � - — — __ _ 2 EASEMENT FOR SDG &E 11 =III III -111- III -- -111
314 - I I/2' CLEAN GR A VEL
� ....,— �� . �E _ .
6 •. MlN. • : •..: ° ETBAC g' 10' 10' I I III— III= III „III _111 = -
z I -- t — — -- — — -� , -III -- PERFORATED PVVC
11_111
- • . =1 (SCHEDULE 40 OR Ea)
DOUBLE HIGH SANDBAGS I 1 °. 2 # / / II- III —III >MTH PE RFORATIONS
1 ORIEN
.. .... _ iii _i!�
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1 to FS =0.6 1 y • 1 2X xl. ' ( W CONCRETE CMI 43'� ENO MIRA DEPtCTEp M�pl 2fL GRADIENT
- �` {
SEQ J i EVEL. `IE - 13.5 IE =15.0
#2 ~ WAIL TO S OUTLET
�. �,
DRAIN
.. _ Z � /PAID TRANSITION COMPETENT BEDROCK OR MATERtAt
PROPOSED RETAINING NEJ1T}H WATERPROOFING AS EVALUATED BY THE GEOTECNNNCAL
BE
ASPHALTIC CONCRETE DRIVEWAY I I_ F E 1 I WATERPROOFING DETAILS T ot
O BE P
i J 1 - t ° ° U° 1 I WALL TO BE UNDER C ARCHITECT/DESIGNER
' ••
I J J IN. •. PROPOSED �` �``� J r ' • fS =17.0'. • °. SEPARATE PERMIT NOTE: DETAIL SHOWN
FOR , WALL. PER BUI PERMIT
DRAINAGE OF ALLEY SLOPES i '`� J RO+�M
� FROM UNPAVED SECTION TO
P7 AQD1T #ON 22
r PAVED SECTION I 1 z Q4 • 3 rr/ ' ! J I PARKING PAD
-; 1S N
J LOWER / ) r TO BE REMOVED
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LEVEL / / r, S
5
WATER METER LOCATION �V 2X
T "”'
,
1 MIP4 F.F E =P 0 I 4" DIA. SCHEDULE 40
O BE VERIFIED IN FIELD
PRIOR TO CONSTRUCTION F _ �__ _ .w , f / / . • 1 •� /� 0 PERFORATED FRENCH
t % �, /'; /i/ 1 / Q I� DRAIN PER DETAIL 1. 2% 0
EXISTING UNPAVED �' / 2 � 1 /i / MIN. SLOPE TO OUTLET.
I
�'- ALLEY N
�1 i / �• M+N. +�:. • • • ( � / � � �
_ 4 SETBACK _ cc
MODIFIED RSD G-17 , y Fs =o.e J J .fs =�s ; ' • •- -.. I . " . • ° •1 a I / 0 Q NOTE: SOILS ENGINEER TO
REVIEW n A DRI VEWAY APRON. 3 DEPTH I ,--. ► t, r ' ° • " BUILDING FOUNDATION PRIOR TO
O
X ONTO PROPERTY. HP =0.06' N59 21 40 E1 100.001 J I CONSTRUCTION
2 �0 2 4 6 18 0 2
6 .I RO FD A.C. CURB
a PER RSD G -1
i
/ 1 +
PIPE OUTLET ®
ALLEY IE =0.0'
Z
V) PROPOSED S1� DESIGN
NOT PER THIS PLAN N
W
PROVIDE SANDBAG CUTOFF WALL 0 �F �o GRADING PLAN
TRANSITION OF PERFORATED AND 1
NOTE: ADJUSTMENTS TO WATER METER AND SOLID PIPE. - Z
BOX, IF NECESSARY, SHALL BE W
PERFORMED BY WATER DISTRICT TOPOGRAPHIC INFORMATION PROVIDED
PERSONNEL AT OWNERS EXPENSE. BY ENGINEERING DESIGN GROUP.
Z
• W
• � s
REVI514N5 APPROVED DATE REMARK5 DATE B NC
ENGH MARK SCA LE TONY GASTADA NY TO CASTANEDA STEVE NORRIS , APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO.
SOUTHWEST PROPERTY CORNER — PL 5 PRE ARED UNDER 5UPERV15ION OF REG ENDED APPROVED WILLIAMS RESIDENCE
RELATIVE SITE BENCHMARK — VERWAL 1• = t o GRADING PLAN FOR cr
ELEVATION = 2.0 FT • s 5865 -G
1 10' = 2354 OXFORD AVENUE �
DATE' BY B
ELEV. ATUM* HORIZONTAL STEV YAHT PMPUS EXP. DATE 12-99 WORK PROJECT NO CITY OF ENGINITA5
t RCE 47672 DATEt 6/9 • DATE 0"
A.P.N. ZGI- 092 -23 SHEET 20 2 r-+
E.D.G. JOB NO. #981938