7706 i
N LEGEND SYMBOL GENERAL NOTES:
BLDICK 1 AV - / 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE
EXISTING CONTOUR-------------__ __----_-_-- ;.G;� APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF
V
{ ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD
r5l J ) j3 � ` I�O FINISH CONTOUR____--_ ____-__-____-__--_----- � PURPOSES.
\� \ �� PROPERTY BOUNDARY 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO
cl) (r t ------------------------- "�.��Q FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT
♦� I
PLANS WHERE APPL ICASLE.FINAL CURB GRADE ELEVATIONS
BUILDING Y
LJ" j' MAY REQUIRE CHANGES iN HESE PLANS.
�1
t f� EXISTING TREE TO BE REMOVED-----------__---_----- 7 `' 3. IMPORT MATERIAL SHALL RE OBTAINED FROM A LEGAL
1. SITE. ,
T✓PE"'G"CURB _ -1 10' $r r RETAINING WALL _.---_------------- --� 4, p CONSTRUCTION, EXCAVATION OR ENCROACHMENT
- 6jC' PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE I
\ h , 3.5 1.5 FINISH GRADE---_-____r•_-------_ -_---_----- S REQUIRED FOR ANY WORK IN THE COIINTYRIGHT-OF•WAY
I g C - 1v a. w wgRa�o sEraacY ------- -- f.G
.5/ ,W4RPl/NE F� :n 2� v
`,�� 2/�5� FINISH SURFACE--- ------,_-_ ____ ___ 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN
_ - I 166/TOP DAYLIGHT LINE --- -_,__ - - F ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS.
VICINITY MAP - -------------------
A 2:! 2.1 _'_ -^y+ :,: _.. _ I .y/yT•GL' I N - 6 THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
G, J� i9 - ry �N G Imo-' 2� � J Zp LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK
1 y A.C. ON 4" BASE
NO SCALE 5 6 6 5 I r FL. q.C.PgV/Nv 2 X (M .) --"-------------<__ NOTICE OF THE PROPOSED WORK SHALL BE GiVEN TO
THE
'~ ,� 'S �3. �• $ H h _+«� F. DD J pr o FOL LOWING AGENCIES
;
DIRECTION OF SURFACE FLOW _____--_-_-_ �� SAN DIEGO GAS&ELECTRIC
0,5 1 O S 6 !}'�' , SLPP . PACIFIC TELEPHONE
C J 64.35 CATV.
SEWER
v � Q � I �0y�• / O •� �. � r /� /� I ( WATE?
41 (j I I 1� F /��'G• �/J L5'GRA/J/NG . •'N T TH
7. A SOILS REPORT MAY BE REQUIRED PRIOR O E \
Q (qJF• �� 1 �. �, SETS KK I ��o/® ISSUANCE OF A BUILDING PERMIT I
� V � • w �� l I .y. � G L > I xr5tot. EXPLORATION EXCAVATION RE .UIRED
Ili p 3 �I I 65.OF.F. 6 J (fh' G t ( /� HE40�R I I
8. APPROVAL OF THESE PLANS BY THE D/RECTOR OF PUBLIC
Ac iili7l ZAx' 1. CONTRACTOR WILL MAKE EXPLORATION EXCAVATION AND LOCATE WORKS DOES NOT AUTHORIZE ANY W@ r O j5
EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER
l` Q 65o/pA0 �F CONSTRUCTION TO PERMIT REVISIONS TO PLANS iF REVISIONS ARE MISSION HAS BEER' OBTAINED AND A VALID GRADING
E � O MIN. � NECESSARY t1ECAUSE OF LOCATION Of EXISTING FACILITIES. THE PERMIT HAS BEEN ISSUED EXISTENCE AND LOCATION OF
ANY UNDERGROUND UTILITY PIPES OR
,h a `A FG >;0 N Fy
5 [-- Q STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH B• THE DIRECTOR OF PUBLIC WORKS' APPROVAL OF THESE
Of THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL \
I'd »I ��/G• GJ' 'Y�• � �_ III \\\
/� 18 8 ARE NO OTHER EXISTING U T I L I T I E S EXCEPT AS SHOWN ON THESE APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE
�� �60 \
PLANS. PLACED ON THE AREA COVERED BY THESE PLANS NO
t\' 1'-- ys•�. ^'� f r� 0 6$ ' ' �/ P 2 1 T WAIVER OF THE GRADING ORDINANCE REQUIREMENTS \,
I /S : ( 01 /� E-- v^ �I• SHALL BE THE RESPONS IB 1L ITY OF THE CONTRACTOR TO LOCATE CONCERNING MINIMUM COVER
OVER EXPANSIVE SOILS S
i'� GiQJr j / I ALL SUBSTRUCTURES WHETHER SHOWN OR NOT AND PROTECT TYEM FROM MADE OR IMPLIED ISECTIONS87403 & 874101, ANY
SUCH
O 6 ASS V 1 DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID WAIVER MUST BE OBTAINED FROM THE DIRECTOR OFDPL
SO `.� PsEGly40/J I j� SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. 10 ALL OPERATIONS CONDUCT°f0 ON THE PREMISES,
\\\ I
\ Ell
�' 1 v - h G G G.G INCLUDING THE WARMING UP, REPAIR, ARPIVAL, DEPAR' �®
g �� �« - 5, - G 'y J i - 2.1y 3. THE ENGINEER OF WORK SHALL BE NOTIFIED WHEN CONSTRUCTION TURE OR RUNNING OF TRUCKS,EARTHMOVING
EQUIPMENT,
FC. AC.PAV/N67 M�7(" COMMENCES AND OF ANY CHANGES OR ADDITIONS MADE DURING THE CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
'
a t� 2� PION• PROGRESS OF CONSTRUCTION.
11 C pVl)`V GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD
V 1 �-W - BETWEEN 700 am AND 6,00 pzm. EACH DAY, MONDAY
y Qt �� s� 65,17F.F 65.5DF.F ( 66.CDFf, ( - n 4. ALL PROPERTY CORNERS SHALL BE UND t S TURBED BY CONSTRUCTION OF THROUGH SATURDAY,AND
NO EARTHMOVING OR GRADING
I Fr ( �� [7 h JG Z�a �L1 x/35 6rf90 IMPROVEMENTS. o
W N� 64.5PgD 5 �h. G 6'f. 65.OP.40 f 6s.5oao�-- r,, \ ZZ) /C7 OPERATIONS SHALL BE CONDUCTED ON THE PREMISES
ON
C SUNDAYS OR HOL IDA YS.
jE r ! Ao� MINT. (l� /f 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
��`G1 / I !a x (J i y �� I1.ALL'MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING
�W ( rJOG• 6F\\\ ��
CONSTRUCTION OF SPROJECT, INCLUDINGGSAFETYOOFEALL TERRAIN TO PRODUCE CONTOURED TRANSITION FROM
�' // REQUIREMENT CUT OR FiLL FACES TO.NATURAL GROUND AND ABUTTING
�• �. .s +"'C�i�',C,�; rL :• I I^ l5' SET PERSONS AND PROPERTY; THAT THIS SHALL APPLY
�- Oc4 CUT OR FILL SURfACES
92 I cS s S _ P.?Ci! CONTINUOUSLY AND NOT BE LIMITED i0 NORMAL WORKING HOURS; AND
_ s�0 5 , THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY fY AND HOLD THE 12.NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH
�° T ' �.p s c S?� �D ' ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR IN THEGRADi NGORDINANC£ANDNOTWITHSTANO/NGTHE
1
; >� "s Cl '�"•9 6¢ E-_ r---- f-- - /oej ( ( ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS APPROVAL OF THESE GRADING
PLANS. THE PERMITTEE iS �
`,, 111
�\ ��!� FL. 63 PETW4LL 9 ! f/EA/JErt 1 PROJECT, EXCEPTING FOR LIABIti rY ARISING FROM THE SOLE RESPONSIBLE FOR
THE PREVENTION OF DAMAGE TO THE
Q(� d T ' 3 (0, F .t NEGLIGENCE OF THE OWNER OR THE ENGINEER OF WORK. ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE
ON
!I . , •s •a. c .�''- // •s _ s.S -: � 6 5 3p} •;� y• 6 L. o• z, roS.0-
8 _ LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER `
- za_scoP6MA -� -` GRADING CERTIFICATE: ANY ADJOINING PUBLIC STREET, SIDEWALK,ALLEY, FUNC
-� TiON OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER
Al7l,1�/�'•2/J'E � /j/�f f�/=-- h� �� ^ PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND e
rr PROTECTING SUCH PROPERTY FROM SETTLING,CRACKING,
ttj - I �I 67.10T.jl /.5'vR,40.'NG W ALL GRADING, ...TALL BE DUNE UNDER THE U85ERVATION OF A QUALIFIED P
) Q EROSION,SIL TlK3,SCOUR OR OTHER DAMAGE WHICHMiGHT
lg :O (obi.SO7.y/ �6.00F5 r SETBACK 0 %) �� SOILS ENGINEER (AND ENGINEERING GEOLOGIST) AND t N At C rRDANCE WITH RESUL
T FROM THE GRADING DESCRIBED ON THIS PLAN, THE
1 �)' ;S v \• lo'i.A9fS.ti�• THE RECOMMENDATION AND SPECIFICATIONS SET FORTH IN IHL SOILS (AND COUNTY WiLL HOLD THE PERMITTFE
RESPONSIBLE FOR
=''� TS�PE'vCi"CURB I GEOLOGICAL) REPORT PREPARED BY LEIGHTON AND ASSOC IAIES ENTITLED
CORRECTION Of NON DEDICATED IMPROVEMENTS WHICH
0 "PRELIMINARY GEOTECHNICAL INVESTIGATION FOR PROPOSTJ DEVELOPMENT, DAMAGE ADJACENT PROPERTY.
,rJ` L _ K _l 1021 VULCAN AVE. LEUCADIA, CALIFORNIA". THESE GRADING PLANS HAVE C
BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE 13 SLOPE RATIOS
b. DISPOSAL OF OVERSIZE ROCKS WITH THE RECOMMENDATION AND SPECIFICATION OUTLINED IN THE SOILS CUT V, 1 FOR MINOR SLOPES, 21 FOR MA;'ORSLOPES
D � 10 6.1 OVERSIZE ROCK SIIALL BE EITHER EXPORTED FROM THE SITE, (AND GEOLOGICAL) REPORT PREPARED FOR THIS DEVELOPMIYI. --
�� r USED FOR LANDSCAPING PURPOSES, OR PLACED IN DESIGNATED FILL 21 Scopes Dev,ahnr/ F,om The Aoove Wltl Rep,rue
GRADING NOTE: GGG�"` '' a� v� �� Uh A4,Pj� Approval 0; The D;recror or So,,s Worxs After
r rp�7 F �r�, NONSTRUCTURAL FILL AR[AS.
� _/ ���/ � S38 RevreW OI A Reporr Fro,rr A So,/s &ryuleer.
V S1 CEU \ g \�
i. ALL GRADING SHALL BE DONE UNDER THE DIRECTION OF A QUALIFIED 5.2 WHEN THE MOISTURE CONTENT OF THE FILL MATERIAL 15 BELOW 7, ENGINEERING OBSERVATION /R
' CE'G Eh'CAVATION: /B30 CY FILL �B CY \
SOILS ENGINEER. ALL AREAS TO BE FILLED SHALL BE PREPARED TO THAT SPECIFIED BY THE SOIL ENGINEER, WATER SHALL BE ADDED
BE FILLED, AND ALL FILLS SHALL BE PLACED IN ACCORDANCE WITH UNTIL THE MOISTURE CONTENT IS AS SPECIFIED TO ASSURE THOROUGH NOTE: WASTEAMPOR,-
/830 CY A Separate Pefour Must
7.1 FIELD OBSERVATIONS BY THE SOIL ENGINEER SIIALL 8•E MADE Be Obtained For Waste Or Import Area
THE GRADING SPECIFICATIONS ATTACHED R, THE PRELIMINARY SOILS BONDING DURING THE COMPACTION PROCESS. WHEN THE MOISTURE DURING THE FILL AND COMPACTION OPERATIONS SO THAT
HE CAN
REPORT PREPARED B7 LEIGHTON AN,) ASSOCIATES, ENTITLED CONTENT OF THE FILL MATERIAL IS ABOVE THAT SPECIFIED BY THE NEITHER THE OWNER, NOR THE ENGINEER
OF WORK WILL ENFORCE SAFETY SPECIAL CONDITrON 1tAf0 ARCHA£OFOGICALR£SOURCESAR£
EXPRESS HIS OPINION REGARDING, THE CONFORMANCE OF THE GRADING
"PRELIMINARYGEJTECHNICAL INVESTIGATION FOR PROPOSED SOIL ENGINEER, THE FILL MATERIAL SHALL BE AERATED BY BEADING WITH THE ACCEPTED SPECIFICATIONS. MEASURES
OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT' DISCOVERED ONTHfSrT£ OfTwSGRADINGOURINGGRADING
DEVELOPMENT, 1021 VULCAN AVE. LEUCADIA, CALIFORNIA", DATED 6/ OR OTHER SATISFACTORY METHODS UNTIL THE MOISTURE CONTENT IS AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE OPE RATIONS,SUCH OPERATTONS FVII L CASE IMMfDIA TEL Y AND
SOLELY RESPONSIBLE FOR CONFORMING TO Ail LOCAL, STATE AND FEDERAL THE PfRMITTEf WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS
6/1984. AS SPECIFIED. 8. SEASONAL LIMITS SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS, DURING OF THE DISCOVERY GRADING OPFRATIGNS
WILL NOT RECOM
2. THE STANDARD TEST USED TO DEFINI MAXIMUM DENSITY OF ALL 5.3 AFTER EACH LAYER HAS BEEN PLACED, MIXED, AND SPREAD 8.1 NO GILL MATERIAL SHALL BE PLACED,
SPREAD, OR ROLLED CONSTRUCTION OPERATIONS. MENCE UNTIL THE PfRMrTTEf HAS RECEIVED WRITTEN ZN
COMPACTION WORK SHALL BE THE ASTM TEST PROCEDURE D1557-78 EVENLY, IT SHALL BE THOROUGHLY COMPACTED TO A RELATIVE WHILE IT IS AT AN UNSUITABLE HIGH MOISTURE
CONTENT, NOR AUTHORITY FROM TH, DIRECTOR OF PUBLIC WORKS TO 00 SO Cjpgl
ALL DENSITIES SHALL BE EXPRESSED A' A RELATIVE COMPACTION IN COMPACTION OF NOT LESS THAN 90%. DURING UNFAVORABLE WEATHER CONDITIONS. WHEN THE WORK IS OWNER / PERMITTEE:
W>
THE FOREGOING STANDARD PROCEDURE. INTERRUPTED BY HEAVY RAIN, OPERATIONS SHALL NOT BE RESUMED 14. PRIVATE ROAD STRUCTURAL SECTION SHALL BE MINIMUM
OF 2" OF �a:
5.4 FIELD DENSITY"--TESTS SHALL BE MADE BY THE SOIL ENGINEER. UNTIL FIELD TESTS BY THE SOILS ENGINEER INDICATE THAT THE TNT CONSTRUCTION ASPHALT
CONCRETE OVER 4- OF APPROVED BASE. AN EQUIVALENT
3. CLEARING, GRUBBING, AND PREPARING AREAS TO BE FILLED WHERE SHEEPSFOOT ROLLERS ARE USED, THE SOIL MAY BE DISTURBED MOISTURE CONTENT AND DENSITY OF FILL
ARE AS PREVIOUSLY 1949 GRAND AVENUE, SUITE "A" STRUCTURAL SECTION MAY BE APPROVED BY THE DIRECTOR,
TO A DEPTH OF SEVERAL INCHES. DENSITY TESTS SHALL BE TAKEN IN ,1:;7 n-, )984 DEPARTMENT OF PUBLIC WORKS. GRADES SHALL BE A MINIMUM OF .5%
�y• �I
SPECIFIED. SAN DIEGO, CA 92109 At AND A MAXIMUM OF 15%AND DESIGNED TO DRAIN THE SURFACE WATER
,.1 ANY TREES NOT UTILIZED IN LANDSCAPING, STRUCTURES, COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN THESE PROPERLY. ADEQUACY OF
THE STRUCTURAL SECTION AND SURFACE dN�
WEEDS, AND ANY OTHER RUBBISH SHALL BE REMOVED, PILED, OR TESTS INDICATE THAT THE DENSITY OF ANY LAYER OF FILL OR 9. GRADING TOLERANCE SITE ADDRESS
/�
OTHERWISE DISPOSED OF SO AS TO LEAVE THE AREAS THAT HAVE BEEN PORTION THEREOF IS BELOW THE REQUIRED 90% DENSITY, THE BIGGS ENGINEERING CCRF. DRAINAGE
SHALL BE INSPECTED AND CERTIFIED BY THE COUNTY YMZa
I 1021 VULCAN AVEUNE ENGINEER. FPM J 7
DISTURBED WITH A NEAT AND FINISHED APPEARANCE, FREE FROM PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL THE 9.1 THE ACCEPTANCE ACCURACY FOR VERTICAL COMPLIANCE
WITH 7tiE
UNSIGHTLY DEBRIS. REQUIRED DENSITY HAS BEEN OBTAINED. DESIGN ON THIS PLAN SHALL BE PLUS OR M!NUS 0.2 FEET. THE LEUCADIA,, CA
�c
15. 'THE GRADING QUANTITIES ARE rOR PFRMIT PURPOSES ONLY. ®ZT
ACCEPFAULE HORIZONTAL TOLERANCE SHALL BE 0.5 FEET. o t
3.2 ALL VEGETABLE MATTER AND SOIL DESIGNATED AS UNSUITABLE 5.5 EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT '��GAL DESCRIPTION- CONTRACTOR
TO VARIFY QUANTITIES WITH HIS OWN YARDAGE Uvv
BY THE 'SOIL ENGINEER SHALL BE REMOVED UNDER THE DIRECTION OF BE PLACED WITHIN THE UPPER 3 FEET OF ANY FILLS. THE CALCULATION. �Y
THE SOIL ENGINEER. THE THEN EXPOSED SURFACE SHALL THEN BE POTENTIALLY EXPANSIVE SOiLS MAY BE SPREAD THROUGHOUT THE WORK TO BE DON [�Z'
PLOWED OR SCARIFIED TOA DEPTH OF AT LEAST TWELVE INCHES AND LOWER PORTION OF THE FILLS. IT WILL BE THE CONTRACTOR'S LOTS it AND 12 IN BLOCK 1, OF SUUTE!
COAST PARK, IN THE COUNTY OF Q>�� QQiQ�LIG/)n(!J 25�- 8'2�� 3� 0P
UNTIL THE SURFACE IS FREE FROM RUTS, HUMMOCKS, OR OTHER RESPONSIBILITY TO PLAN HIS GRADING OPERATIONS AS REQUIRED IN SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 1776, 4 2
Q THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE FiLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTYi aos
UNEVEN FEATURES WHICH WOULD TEND TO PREVENT UNIFORM ORDER TO PROVIDE NON-EXPANSIVE OR SUITABLE MATERIAL WITHIN ACCORDING TO THESE PLANS AND SPECIFICATIONS, THE
CURRENT COUNTY a
COMPACTION BY THE EQUIPMENT TO BE USED. ro THE ABOVE FILL AREAS. THIS ALSO APPLIES WHEN POTENTIALLY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS
AND JANUARY il, 1924. PRIVATE CONTRACT t
EXPANSIVE SOILS ARE EXPOSED OR EXIST AT PROPOSED GRADES. REGIONAL STANDARD DRAWINGS. -- _ _ _ W * -1
THAT WHERE FILL i S TO BE PLACED, CARE: SHOULD BE UNDERTAKEN PERMITS SHEET -7 F--COUNTY OF SAN DIEGOH -G€ a Z,
THAT ANY EXJ STING UNCOMPACTED SOILS BE REMOVED AND THE 5.6 CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE GRADING SHALL CONSIST OF THE CONSTRUCTION
OF ALL CUTS AND FILLS U CMI T 1 DEPARTMENT OF PUBLIC WORKS SHEET.
C RB BRAD N0. _ _ J l___ _ J Z 4
NATURAL GROUND SHALL •f3E SCARIFIED Al LEAST 12 INCHES AND TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE AS SHOWN ON THESE PLANS AND OUTLINED
IN THE EARTHWORK a__,. _UBLI. .
COMPACTED TO AT LEAST 9014 OF MAXIMUM UR' DENSITY, FILL SOILS SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND SPECIFICATIONS, ALL GRADING DETAILS SHALL BE
IN ACCORDANCE WITH REZONE PERMIT NO.._ .___.. QdCC ,..u, _..m =GRADING PLAN FOR
SHOULD BE COMPACTED TO A7 LEAST 90Y. PAVEMENT BASE COURSE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A SAN DIEGO COUNTY STANDARD DRAWINGS DS-8, 10, 11,
AND D-75 UNLESS t/
SPECIAL USE PERMIT NO ,,__.._QE__ _..,..._._.__- �„J1�)I ! J• PAlil 1 t�Il�i
MATERIALS SHOULD BE COMPACTED TO AT LEAS) 95%. NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER WASTE OTHERWISE SHOWN ON THESE PLANS. TENTATIVE
MAPNO.,_. ✓YO�((F..,_ __.__,.. .._.._._,_.. .._ ,_ ON 1Q�. �IIIu �AN AVE
�N
MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE
4. MATERIALS REMOVED AND DISPOSED OF i A T /�
4.1 THE MATERIALS FOR FILL SHALL BE APPROVED BY THE Sol LS COUNTYAPPROVEOCHANGES BENCH MARK ILE0(-`. DIt•1
CALIFORNIA COORDINATE INDEX >s(p- "�'r y W
ENGINEER BEFORE COMMENCEMENT:OF GRADING OPERATIONS, OR THEIR r k
No ,. Dettnphon , ApprovedOV Due ,� 4
IMPORT. F'L 45T/L SCrli�!YCgP-?FEET 9 ,=Q/Y Tom_. '/�'- Apwovw R�.M"a�mm"o - Epp .o:
DESCRIPTION:. {
r� s f OIRlCTOR OF PUBLIC WORKS
1�C fa JJO•d Acs J9�8 LEUC9�cPF .3t_ft ry e,yL rf�rr�?�?6>z.✓fir I tic;. / 9//•�yC v�
5. PLACING, SPREADING AND COMPACTION OF FILL MATERIAL PRECISION E /{GIs ,y err' LOCATION: --- - /// ('�
� r ° P l S E tazoc 49 /NOS oFy of r sr a � f ey` I G1tl r/l61 " - �E _�snz I CD
5.1 THE. SFLECTED FILL MATERIAL SHALT. BE PLACED IN LAYERS Otis 9 198 X�`T71�..!rFtEf?7F? ?P��G®1tC�'�?J(�3�/�l1!Lt€faft�lK4 i
T /} f�j
L 064 / q W
WHICH WIZEN COMPACTED SliAtt ALLO'.Y . ADEQUATE BONDING AND , RECOROFROM ..11s�Zal'__1_ ..� .dE(fCSO ..__..__-__»__... ---_
,+� 1 G,w.m
COMPArl ION• (VIICRQFII.wn I ELEVATION:-._ S.I'.±�.,,-..µ...........,..._DATUM«_.f-/ -,._ ,,-,-- �J Y_,r Date (P-.t NO-
, � 'i-_..__..,«-..-,-_
FiLE NO. 84.109
w„« X .. ..,.x. �.,.,. t
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