6161 EARTHWORK SPECIFICATIONS FOX POINT
GENERAL: WORK TO BE DONE
A N THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND SPECIFICATIONS,
ALL GRADING SHALL BE DONE UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER. ALL AREAS TO BE FID ED SHALL BE PREPARED CURRENT
c
TO BE FILLED, AND ALL FILLS SHALL BE PLACED IN ACCORDANCE WITH T ' M THE THE COUNTY OF SAN DIEGO ON STREETS DEPARTMENT
STANDARD SPECIFICATIONS AND SPECIAL PR VISIONS
HE RECOMMENDED GRADING SPECIFICATIONS AND SPECIAL PRO- FOR `THE IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE
DRAWINGS. -
`VISIONS ATTACHED TO THE SOIL INVESTIGATION FOR THE PROPOSED SUBDIVISION, SCT 212579, DATED FEBRUARY 5, 1973, BY
SOUTHERN CALIFORNIA TESTING LAB, INC.
CLEARING:
THE GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS AS SHOWN ON THESE PLANS AND OUTLINED
BRUSH, TREES AND DEBRIS SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. WHEN TREES ARE REMOVED, THE ROOT S"ST77S IN THE EARTHWORK
SPECIFICATIONS. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY
SHALL ALSO BE REMOVED AND THE RESULTING EXCAVATION FILLED WITH PROPERLY COMPACTED FILL SOILS. STANDARD DRAWINGS 208 AND 209,
UNLESS OTHERWISE SHOWN ON THESE PLANS.
FINISH GRADING:
CUT AND FILL SHALL BE TRIMME,) TO THE FINISH GRADE TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE DRAINAGE PIPE
ALTERNATES WILL BE REINFORCED CONCRETE PIPE OR A C.P CLA55 X
SLOPES OF EXCAVATION OR EMBANKMENTS SHALL BE SHAPED AND TRIMMED AS DIRECTED BY THE ENGINEER 'OF' WORK AND IC"PT IN A —
NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHER WASTE MAT TER IXPOSED •IN EXCAVAT I ON _OR EMBANKMENT SLOPES
SHALL BE REMOVED AND DISPOSED OF. CUT BANK 0 112:1 MAXIMUM) - - - - - - - - - - - - - - - - - - - - -
BACKFILL NOTE: FILL�BANK (1 1/2:i MAXIMUM) - - - - - - -
WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED '-')ILS
ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER .IN_Ai..:ORDANCE Wily; REINFORCED CONCRETE
PIPE CULVERT - - -
ON-SITE EARTHWORK SPECIFICATIONS.
PIPE REMOVAL:
109 STORM DRAIN CLEANOUT - - - - - - - - - - - - - - D-11 - - - - - - -
88 89 _
WHERE AN EXISTING ABANDONED PIPE LINE IS NOT REMOVED BY THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET EXISTING
CONTOURS - - - - - - - - - - - - - - - - - - - - - - - - x-430
OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE SHALL BE COMPLETELY — 0
PLUGGED WITH CONCRETE OR REMOVED. 87 FINISHED CONTOURS - - - - - - - - - - - - - - - - - - - - - - -
- - -
�l 91 /0/ PAD ELEVATION - - - - - - - - - - - - - -- - - - - - - - - - - - - - - 3d.B
�) 86` 102 108 LOT NUMBER 18
GENERAL UTILITY NOTES �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
100 s 103 107 DIRT SWALE
EXPLORATION EXCAVATION REQUIRED: T - - - - - - - - - - - - - - - - - - - - - - - - - -
CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF !� 104
CONSTRUCTION TO PERMIT REVISIONS 10 PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES: �� 99 q'f's /06 I
P.C.C. DITCH (SEE DETAIL) - - - - - - - - - - - - - - - - - - - - - -
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM Z 98 -0C_ 105 C�
N CURB INLET, TYPE "C-11"W/G-5 GRATE - - - - - - - - D-7 - - - - - - - - r�
A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS _
SHOWN ON THESE PLANS. 83 ss 95 97 "� t/ CURB INLET TYPE "B" "B-2" D 6 - - -
SAN DIEGO GAS & ELECTRIC CO. , PACIFIC TELEPHONE CO. NOTIFICATION REQUIRED: 96 OR1J 31 ?9
CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CO. PRIOR TO STARTING WORK NEAR COMPANY FACT IT.IES AND SHAL L
COORDINATE HIS 1191< WITH COMPANY REPRESENTATIVES. TELEPHONE: 232-4252', EXT. 1658. �- 77 81 32 06
CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES :,ND SHALL 80 93 26 27 I
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TELEPHONE: 298-0595 78 VR�
PROTECTION OF EXISTING UTILITIES: L 1 76 79 P�5 5/ G 34 25 SIDW4 CO � 7
0 i
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES V CT\ 35 81
NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE OR UNDERGROUND IMPROVEMENTS LL —— ®r®y P�� 50 2¢
DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT. LI 75 36 23 18 /9/
Lt1
GENERAL NOTES N 5-3 49
1 . NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL LLB-- ¢B 37 ' 17
CCU R r
DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR 73 63 5� 3B 15 O 6 5
\ COUNTY OF SAN DIEGO STANDARD DRAWINGS:
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. a
2. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ENGINEER OF WORK PRIOR TO PERFORMING ANY ROCK REMOVAL OPERAT ")I _. C/ 47
TELEPHONE: 19t -0707. _� 72 55 1¢ ¢ Lt1 D-4, -D-1 , D-28, 208, 209, 180-1 , 125-1
3. APPROVAL OF THESE PLANS BY THE COUNTY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE r16 39 6 7 LEGAL
DESCRIPTION
PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. �—-- 71 G,5 6/ 56
4. A CONSTRUCT I ON EXCAVAT I ON OR ENCROACNMENr PERM I T f
-ROM THE COUNTY ENG 1 NEER W I LL BE REQU,I RED FOR ANY WORK W 1 TH I N THE COUNTY R I GHT OF WAY. _ ¢O 13 J 3 A PORTION OF THE EAST
HALF OF THE SOUTHWEST QUARTER CF SECI I CN 3 , TO6"ISH I ? 1 - S01 JTH, RGPIG't EST,
�® °a 45 C7 8 SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, S ATE OF ,_
5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS.
11 6. COUNTY ENGINEER APPROVAL OF THESE PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATIONS 57 O
FOR STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE PLANS, OR APPROVAL OF ANY WA VER OF THE TWO FEET (21 ) ¢¢ 4/ 9 2 -4 OWNER
ENGINEER OF I :CRI{
OF EXPANSIVE SOIL COVER REQUIRED BY SECTION 87.403 AND THREE FEET (3' ) OF EXPANSIVE SOIL COVER REQUIRED BY SECTION —— /2 h
`
87.410 OF THE SAN DIEGO COUNTY GRADING ORDINANCE. ANY SUCH WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF BUILDING 69 67 59 58 PACIFIC
SCENE, INC. RICK ENGINEERING COMPANY
INSPECTION. 68 ¢3 42 11 10 1 2032 GARNET AVENUE 562(1 FRIARS ROAD
7. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS. FINAL _ _ i ___ SAN
DIEGO, CALIFORNIA 92109 SAN DIEGO, CALIFORIIA 92110
CURB GRADE ELEVATIONS MAY REQUIRE CHANGES IN THESE PLANS. � LEUCAO/A r�� - - --- - BLVD• TELEPHONE: 272-7660
FLEPHOME: 291-C707
8e ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, 'REP'" , ARRIVAL, DEPARTURE OR RUNNING OF
TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED
TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THROUGH ATURDAY, AND N`., . ORTHMOVING OR GRADING
OPERATIO NS SHALL BE CONDUCTED ON THE PREMISES ON SUNDAYS OR HOLIDAYS.
9.' ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION CUT OR FILL FACES \ \ \ r) _
TO NATURAL GROUND AND ABUTTING CUT OR r i LL SURFACES. ! r1. :�J r L O T���1 ��1 Ir� :� 1\/l r1 1�J J .J J J
10. 14HERE FILL IS PLACED IN SLOPES OVER 20 FEET IN VERTICLE HEIGHT, THE "SPECIAL GRADING RECOMMENDATIONS" PLATE 2 OF
THE SOILS REPORT PREPARED FOR THE PROPOSED SUBDIVISION, SCT 212579, DATED FEBRUARY 5, 1973, BY SOUTHERN CALIFORNIA
TESTING LAB; INC. , IS TO BE USED. (SELECT SOILS SHALL BE APPROVED BY A QUALIFIED SOILS ENGINEER FOR SUITABILITY IN SLOPES. ) INDEX M A
11 ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARD DRAWINGS 208 AND 209. 9C4Z E ///200
12. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE SPECIFICATIONS SECTION 72 OF JANUARY, 1973.
/ . A M ORIINVN08,4GS FOR TEMPOAR S/LT PROTECT/ON ARE TO 8E P1,40170 0111,,&L STREETS N0 OR4 I
. N S/EO C T!ESPC 4STN,4T ORA/N TO TN£ BAT/0U/ OS LAGOON SE / P 5T P T 3 N .
ESTIMATED GRADING QUANTITIES:
EXCAVATION: 535,000 CU. YD. NOTE: GRADING QUANTITIES SHOWN HEREON ARE ESTIMATED FOR PERMIT
EMBANKMENT: 535,000 CU.YD. PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUAN-
SHRINKAGE: O io TITLES.
II �
0
SOILS ENGINEER'S CERTIFICATE
THIS GRADING PLAN HAS BEEN REVIEWED BY TH UNDERSIGNED AND FOUND TO EE IN CONFORMANCE WITH THE RECOMMENDATIONS
AS OUTLINED IN OUR SOILS REPORT FOP, LNiS SUBDIVIJION'DATED FEBRUARY 3, 1973 SCT 212579.
SOUTHERN CALIFOPNIA TESTING LAB, INC.
BY: R.C.F. Z4 DATED: 8 Z 73
F
3 3 1976
a�. FII.M
v�cwiTV MAP
NO S041
%J BGVO �
COUNTY APPROVED CHANGES
No.
Description
Approved By
Date
1
REV/SED WOOOLE) ROAD TO LEUCAOIA BLVD SLATS. /,2,3,4,/3,/4,/5
2.20.75
2
9EM0VE0 0/TCN INTO OES/CT/NG BAS/N SHT 2
2.10.7;
3
REV/SED SECT/ON I•I. Sf1T Z'
au.41041w
2.20.75
4
REV/SEO STREET 6Rg0ES ANO PqD Z7ZE114T 101Y5 SLATS %Q7,8,99/0,/2
5
/NO 104TE0 ZAN0SC.4PE AREA. Sf1TS 3,4
2.20.15
(o
,900E0 0/TCF/. SLATS 4,7
2.20.75
7
REV/SEO SZOPE O,P,40ZNS.. SLATS 7,9
-20.75
B
REV/SEO ZOT Z/NES SNTB
-20.75
K10
REY/SEO OR,40/NC SLATS //,/�
REl//SED CO EZEY,4T/ON S//T. /3
Z Zo 75
11
REV/SED STORM Or}4l#O,Q,40ES. SLATS. 14,/5
Z-10-75
I
Rat/SED CURB 4NO � 6,P40ES. SLAT 15
MEMO
RICE( ENGINEERING COMPANY
PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS
5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 921101•TELEPHONE (714) 2910707
m7-�7I [eraUj1z137oT�
OX POINT
TRACT
3fa 5
BENCH MARK CALIFORNIA COORDINATE INDEX 328- IC0 13
Description:5/8" COPPER STEEL ROD CAPPED WITH S.D. CO. DISC
S 4ppROVEO N.M. TAYLOR
1 AI PED OC 174 1969
Location: 16 FT. SOUTH C/L BRITTANY i?OA5 Engitreer of W
FAS ,C CUUNTYENG/NEER
SAXONY ROAD NO!/Sf1MAND : F •• R" .C'f. 8f17B
Record From: SAN D I EGO 'COUNTY BM OC 0174 By
Elev: 2411154 Datum: M.J.L. GRADING /_'BA�
0.4T ' �Z'%� PERMIT N®. l(D�v`��i►i6
FILE NO.
t?R00ECT NO. 4311
C
WEAKEN PLANE JO/NT f/T COVER MADE OF-"A4 B,4RS WELDED
PER STD. DWG. G-42 6110C BOTNW.4YS OVER 974W R/PE
55 0
I I �
ECEV4T/ON /80.0 4 w O 0 /PGAGE, 1B"CMP. WITH 2"oiW. 107 401 MILCS' - gfE'AUIVS
PERFORATIONS ACC AROUND @ I Q
!2' /2' `17' - //B POINTS, O"0-C. VERT/CCE (STAGGERED) �, 'k
0 _,
v
Co"A.B M W/TN /7GAGE W/RE I, F/N/SNFIOOR(SLAB) v �� o
0 0 MC69 STUCCO NETT/NG 3 0 o Q � � F/N/S,%R406MM" ^o y• �� v
6".491W W171-1 /?GAGE W IRE ti: u 31
h
CUT OFF WALL PER 4" /8" 4" — °® f/N/SySTAEETOfW:4 fRONTPiPO?frP1f�L/N
fe00R STUCCO NEIT/NG ON C` STD DWG. D 49 S'/DEYArfD V4ll/E9-SEEPCAN S/DEYARD V,4R/
FLOOR, SCOPE AT 24"CM.P .
/NCEr ANO RAM,o tr
ddR/E5
a GROUTED ° o° ° a o v. R/P RAP C A I TEE CONNECriO,v 12- cQ TYPICAL
LOT CROSS SECTION
1PC\ II 3;QBM OR 3"POO.2"C.MR °' NO SCALE CURTA/N WALL a � v o ORA/N
ie„0 PER STD.DWG D 28 ° U ti �/B CMP STAND P/PE o c? � � � DITCH SECTION J ° J
4,4.9M W/TN (76.406 W IRE
ME•SN STUCCO NETT/N6 C4
30" " /0'/8' ZO' MIN -SEP9N
174.o
fO,PGP,4D/NO/NTH/9 A,PEA SEE7f�P/C,9L 04&NOOETA7LS
!l2 1 17so i _ F/N/SHFLGOR (6649)
D y � SECTION B � B
/76.0 NOTE -- ro SLOPEPEPPLAN
�' FOR GRAD/NG AROUND DESICTING SCALE: 1" _ /' M/N ----- —
q BAS/N SEE SHEET N0. 12 --- FPOYrf'APD F/N1W 6,?AOEAT9�YALEFLOIYL/NE
Q1770 I Y_ 4 11W165-SEE PLAN BACK S'APD SAP/E9�
/2
178.0 5' D TYPICAL GRADING SECTION
1790 12 �- /01 — — I NOTE RLL LOTS ARE TO BE OR,40EO TD 9T'PEET
PD' EASEMENT �. a i NO SCALE
MIN /2' BAR/ES 0 12" 2'6" 6„ 12" p�
2%
PLAN - DESILTING BASIN 075' l5 X4.BM. OR3"PCC.
= P"4C' ON CO,L/PACTED G,
SCALE / /o N,91/YE 90/L ,
b ? G'I /O' 00W IN
24"CMP ) ELEVAT/ON ✓BO.O /B _ ��
.• _ COLLAR WACC PER IB MIN 2
6AB "CM.P. SlANOP/PE "` STO. DWO. D-14 DITCH SECTION I - I ITC SECTION K - K /
GRAVITY NEAOWALL I�5 comm 6ABM 174.a a SCALE / =2 SC.4CE:
v
PER STD DWG 0- /I38 4"ABM y`���'i GROUTED /
V 2% v
R/P RAP
/�/7Z� ��� TOPOFCURB _�— YAP/ABLE SLOPE
KEY MESH 70 HEAD LL v� 3'///G// CUT OFF W4CL -- G
35 /2 CMP 166,466 I ' PER STD. OWG D-49 — 4p Pq0 �
CURTAIN WA[L PER
STD DWG D-2B "O o�0 60'•'56' 52'/�/GNTOFWAY �
/2' °° 30' 26' 26' 30' 28'26' p 30'OR111aroc- a I
V v d 10' 20'18'16' ZO' 18'-16' 10, SECTION °.°
55'
�° ELEV /N 45' me \ t(��
SECTION ION A — A 6110W IN
/O' 20 MIN. 15 I ON P ---15
LANS
QO �0
SLOPE �'
/2' 15' PER PER /e' \ ��
PLANS z z PLANS r•r 11VT 'Iris 114AP/.4%LE SLOPE
2' 8' 2' 4„ 14'
20 STREET UNOERWT L/NE 6"CURB /0' 20'M/N /5' PPOPE,PTY L/NE
_J �J. B _ �. 5,/0/5
12" v O O 0 0 �16 STRUCTU!?4L SfCl/ON W/LL Bf/NACCO/'D4NCE WOTH 18' M/�V N M/H Cal?9 L/NE ��
O D SAN DIEGO 000NTY STANDARDS AND AS DETERMINED �, !/AR/ABLE SLOPE
_ .
u 20" /7 U 2/
V C� O BY THE S01LS LABOR,TORY ` ®®°---- H G
_ TOPDfCURB —�— ��
GROUTED R/PRAP SH44L BE FACONG CLASS TYPICAL STREET SECTION _ Qa 30'OR/YEIyAY LUTON PLAN
AB. . W/TN /7GAGE WIRE ME5'N W/T// METHOD B PLACEMENT CONFORM/NG Tf/E UP-STPEETS/DE
STUC 0 NETT/NG TO CAC/F 810. SPECS, SECTION 7e,DATED JAN /973 NO SCALE (SEE PLAN)
SECTION
SECTION E ® SECTION C � C D/TCNPER TYPICAL GRADING DETAIL
0 SCALE NO SCALE 017C/
NO SCALE
, h �y 63' 30'
` I ENGINEERING
COMPANY
20' /®' N�\P1* PLANNERS ARCHITECTS - CIVIL ENGINEERS • LAND SURVEYORS
/5' 8620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110•TELEPHONE (714) 2910707
4a1 - 15'
- 2% I �%
_ . .. _
�I�2 /g v �� 36° L_ 20" —� '91 -- STRUCTURAL SECT/ONW/LC BEIN.;1W0RDANCE 20" —� � M. N0.
325/ PRIVATE CONTRACT
STREET UNDERCUT L/NE
Q l\ -� ., W/TN SAND/EGO COUNTY STANDARDS ANO AS J SHEET
v COUNTY OF SAN DIEGO
P. /,. DETERMINED BY 716 51�/CS LABORATORY STREET UNDERCUT L/NE
s. �, 0„ �Q� ( .' � 4" / ENGINEERING DEPARTMENT SHEETS
BIZ SECTION - SIDONIA STREET f -
GRDUT RIP RAP PER SECT/ON C C O 46M W/TN 1764GE WIRE SCALE: HOR/Z /"°/0,' VERT 1'°3' l GRADING PLANS
FOR:
STATE SPEC/F/CAT-IONS SECT/ON 72-5APPLY SECTION C EUCAD/A 8040.
�,4 .M PER SECT/ON D•D MES'N STUCCO NETT/NG i •
NO SCALE
COUNTY APPROVED CHANGES - `""-------
No. Approved By Date -
BENCH MARK - ..._"-"" - .__.— CALIFORNIA COORDINATE INDEX 32®- 1683
Description 5/8" COPPER STEEL ROD CAPPED W/TH SD CO
SECTION E ® SECTION D ° D Description:
________-/ND/GATES ECEV4T/ON SNOGVN ON PL N l REt//$EO W00&6 �ROAD TO O/SC STAM OC 17 196 Engineer of Work^
CALF 1"=3' SCALE /"=3' LEUCAD/A BLVD. 11-1-73 Location: F. / /FOW 2d FT
Z2 S RE1Yf0YE0 O/TC/1 INTO .063W r/N CL 54XONY ROD HOUSHMAND AFTAHI E. 1687®
BASIN 11-30-73 Record From: SAN D1ZW7 COUNTY BM OC 0174
241454 M S L. GRADING
��r}}r>;ssgg�@ 3 REY/9ED SECT/ONI-I //30-73 Elev: Dafvm: PERMIT
JAN 2 3 1976
& $. FILE NO.
_. '
PROJECT NO.
-
F, I'l"", - 4 -, I - - "
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