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GENERAL N OTES
L I I� !LJ
501 i. ALL WORK SHoIL 6E DONE IN AOcoRDANCE WITH THESE PLANS AND THE SAN DERNARDINO
COUNTY STANDARDS AND SPECAFICDTIONS,
ee5 25 Q, BENCH MARK% CUT RO" ON TOP OF CURE ON N. END OF CURB RETURN � N.W. COR. 15ERYL
[17P
L[ PEQwaa PE.e 5' S� - —"� 'WAND BAN`ION * A.-2'39 I ELEV. I&WZ. 11 t3 ADD 1000.00' TO ELEVATIONS SHOWN
��
OE,, l •,` �` S 6- 1 0 S. STREET SIGNS PER SAN 5EFRNARDIN0 COUNTY STANDARD#303 AND*505A SHALL ESE CONSTRUC-
ir�t f.t3oa•c*sr � a G. TED AT EACH INTERSECTION.
-+--�.
- -- �"�-!- _ • — '_ _- V4� Fr. .cP C' g' JOINT ��� FT,
___.T _ _- arsr • JOINT a F4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND(AND TELEPHONE OR POWERPOLES� WATER
-I � :,. ,Q� 4 WoZc i - =j�, (t/. Q�/ METERS VALVES H`f DRLNTS ETC) SHOWN OR NOT SHOWN ON THESE PLANS W ITH(N THE
Frb • - �� -- - I DIVIgIbN O IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS DONEL MITS bF THS UbSHALL PL5E REMOVED OR RELOCATED AS RE UIRED AT NO COST TO THE SAN SEf�N1aRDINO
v► c sres. 576r19N�8 CONST. b"C. 6. o : - e a. CO N9T• G"C.'$G. COUNT`! f�OAp DEPARTMENT, Q
�rsA eff?4D r• --•- PER STP. Il eo PER STD. 116
5FC770,Y CI-6^- �y�� pf.�llL 012'Q �C. 6Gt+' J COFN9T. A C. f'A�/EMENT (D.ZO' A.C� 5. COMPACTION TESTS OF EN1E5N.NKMENT CONSTRUCTION TRENCH BACKFILL COMPACTINCa
— -- c ® 0KI6INAL GINOUNO AND ALL SUubGF ADE43 (9HALL BE �Ef�FORMED AT NO COST TO SAN
E�ERNAKI)INO COi3NTl , A WRITTEN REPORT OF THESE COMPACTION TESiS SHALL 6E
' 50' R.O.W. GARNET STREET PILOVIDED TO THE CONTKA-CTS ADMINISTRATION 01vISION OF Tt--IE ROAD DEPARTMENT
ioZ f _ F=0(� APPROVAL PRI0FLTO PLACEMENT OF E5ASE MATERIALS AND/OR SURFACING,
c�.oc sr� .ovc� to, - J 6 ; e TY Pt Cat SECTION
8c EOC..Ee fiyirN - 1 1 gCOLE : HORiZ. '.I P�'�VERT. . NOKE 6 • WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE Dp�tYEWAY CONSTRUC-
40 ^ "EC ` I �= TION WILT" ESE REQUIRED IN AC=CORDANCE WITH COUNT4 KORO DEPARTMENT STD.
v ` — �--al- --, h - - 1(4 r , ._. •- '�r�°�_ • ! :_� 6�n' R.o.W DWG. NO. 128 OR RELAT CI ► A
1 qo '42ep ----- - - - - -- - - -1 EO 5PE F C TIONS
1
'W ?AM" _ t' fsq�►►er oi►at' '�3' 7. WHEN ASPHALT CONCZETE IS PLACED ON NATIVE SAL_ WHICH CONSISTS OF A ROCKY MATERIAL
/NIET I/fTll/G [plf,4 -- exist. rj/Li II , THE SU156RADE �iHAL - BE PREPARED DY REMOVING, ALL ROCKS WHICH PftOTRUDE p130VE
�- L', x 3%x s/ic- tips SUbGiRP DE AND ALL VOIDS Ofx, OF-PRE59IONS SHALL BE FILLED WITH p. FINE GRADED
&I 12't EXIST. PO•VING TRIM TO � MAT6KIAL OF A QUALITY E3ETTE(R THAN THE NATI�/E MATERIAL
j�''f if A/�l//Dll�'IA/L t...,-le Ar"41W 1 ,w_ jAG NEAT EDCIE a
/.VN�L[ �NSTALLO.1DACt'AP yq, FT. S. A PERMIT WILL bE REQUIRED PROM THE SAN 15ERNARDINO COUNTY ROAD 0EMfwTMENT
Q �L1JN TD 4 t 2 y" _ /Y, ' PRIOf� TO ANy EN.CKOA.CHMENT OR CONSTRUCTION W(THIN THE ROAD DEPARTMENTS EASE-
__ L/LU�iC 40Z !J 411Y4T 4 r 41(7 Ar7-L_ IL --� _ - - - _ � � WNTS OF, RIGHTS - OF WAY .
I� i4D Sr�lE _ q CoN9T. g"C•� G. PER STD. 115 9. ADEgUATE STAKES SHALL bE SET E3`I THE ENGINEER TO ENAbLETHE CONTRACTOFtTt) CAN-
CONST A.C. P"SMENT / STKVCT THE YVOP K TO PLAN GRADES. '
10. SU�CaRADE STAKES DRIVEN TO PAVEMENT SU5GFADE ELEVATIONS SHALL dE SET e"f THE
BANYAN '5MEET CONTRACTOK OF. ENGINEER. THE STAKES SHALL ESE AT ALL HINGE 1-61NT.1 E� DGE OF PAVE-
MENT AND CKOWN POINTS WITH IN O. OI' OF THE SUESGRADE ELEVATIO-f I AND AT No
GURb LINE '
`DP MOF F- THAN 50 -FOOT INTEfZVa•LS. ADDITIONAL STAKES MA`I BE NEEDf"p AT WARPED
---- --T -- TYPICAL SECTION OR VERTICAL CURB AREAS . SUbGKADE STAKES SHALL E>E IN PLACE PRIOFZTOPAVING
• , " .r� �o" �- IS~ CLA55" R SCALL= : Ho RIZ .1` 0b jVep.7. N�Ne TO PERMIT SPOT CHECKING OF SUE3GFZApE ay INSPECTION PERSONNEL,
1 I G Xd 6 6QEY hEVEL IKOCB CANc ETE
SCJ�I��,`�aI'E I/2"RADIUS CAST MONOLITHICALLI STV. c WALL PER GGI R.o. II. IF ASPULT CONCP_ET'E IS TO SE PLAMD DIRECTLY ON 9066RADE A SOIL 5TERILANT RE615TEEEV BY rue L`.l?A. FOP
_ STD. PLANT 410.301 'G=— USE UNDER A.C. ANO P.C.C. St�ALt t3E UNIFORMLY APPLIED /�T TUE MAIJ[IFACTuREQ'S 2ECOA�(UEIVDED 12/SrE- I
BL4%',C WDLL/f,P N OTE: 33'
47,0,414N/VV V/- ELINE. INSTALL C CTION �, II 2Q OR t0E FULL PAVEMENT WIDT9 P00e TO PAVIN6.
1 JaNTS PER TO.stir 12' 2 EXIST. IQ-. ALL WAT'Eft SEWERGAS LAT _9-ALS SHALL ESE CONSTRUCTED TO EACH INDIVIDUAL LOT024 0.C, CONC.FA.VewrtsfT PRIOf, TO�2"RADIUS � REMOVE EXIST. 1'3. AT THE COMPLETION OF PAVING* MATERIALS REPORT SHALL 15F SUf5MITTED TO THE CgvTRA
° • 4��I/t 4"CURB>IPvN� ENGINEEfZ OF THE SAN P�ERNARDII�lO COUNT`I RoAO DEPARTMENT LISTING ALL TESTS O9
- = DETERMINATIONS COMPLETED To VERIF%f :
7 -�` _ a �+%ET INSTALL 0,10'A.CZAP A . K-VALUE SI EVE ANNL`f I A SAND V LE F
It, S S ANC> AN Eq V 1 A NT O AG G R>=G AT E gAS 1r , j
- I r 4 (9 6 x G tfe •bt +C STAE)ILIT` I CONTENT AND SIEVE ANAL SIS OF ASPHALT SU ACING
- .
• THE RESPONSIBILITY OF ADJUSTING MANHOLE C.OVERS PAVING REPAIR AND F'AViNG RE-
' • -`�� 44"WIDE CONC. FOOTING 4 ti: PLAGEMENT VN CONNECTION WITH SUBDIVISION SEWERJAND WATER LIME INSTALLATION .�
fL�QT/G3'V 14^ 24" \6AWCUT TON NEAT EDGE CIF REQ) WILL. ESE` THE FESPONSIE5ILITY pF THE OWNER AND SHALL BE ACCOMPLISHI=D IN COMPLIANCE
- CONST. VVC.f. C.#G. PER STD. FLAN*115 MOD CONST. A.C.PAVEMENT (O.S' A.C.) WITH COUNTY ORDINANCE .
S 'I/ON MR DETAIL I-r-�-r �.
D E T A I L E55Kl L STREET ® 15• AT THE COMPLETION OF BOUGH GRADING A MATERIKI-S REPORT AND THE PROPOSED STRUCT
URAL SECTION SHALL f5E SUBMITTED 6y THE TRACT ENGIN EER TO THE SUbDIYISION
SECTION OF TT-IE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR Review AND
12 " CUI�� AND GUTTER TYPICAL SECTION EVAA-UAAPPROVAL WILL PSE GIVEN WHEN ALL STRUCTURAL SECTION REQUIRE-
Mt✓NTS HAVE BEEN MET. }
i
NO SCALE. SCALE : HOKIZ . . I"= B') VERT. '. NONE
4 N, _ ICb. PDAD MPARTMENT APPPOVAL DOEC A/t7T IMCLOVE IUANTtTY EmMATE.VIA -
_ O U 4 N T I T Y ES T I ful AT E
No.
DESCRIPTION QUANTITY UNIT
�o S I 11�Y17/JG'�lJYfil/fiUT/f? 11p/C',4Z ffGT/D/V'Alp 141M NI f/S ,�Z A33 1'f
4 MJ7. /Z"A/V 'alyp 6UlTfB IM sTIJ. /f/Ji!'ND. //S(f;IDD fB5 z,, .
3 aN17 B zVfg AM 6bIW Pff fI PZdN ND. //5 �2D Zf.
/I``'5°ze 4 CEHST. 6" z1aff ANTI („�/llfp ��,Q i PLD/f/fD. AV/ /0/` Z•/'
5 �'Orl�t7. PCC eIZZIf 6077 ff f1;r,0,-U1f110/ //9 937 -rl
6 NlflJf,T C',(YW'kfIZ,& �G1ll,Gr,C& PZZ .tTD_ vLDrt/�/D 30� 1 F�A
7 Clflo7 ,&Mf "& 1,N21/27 p«1N ND. 310/ (Sffvfl�J/LT///1fklrlI) 71f Zj W p
fzvAE 6t/J 1. Zd*&%e6 E 1,Glf'�11-1' IA`,l�fif lr A/A,QO"W deA&pl,2lL� JD/r�/ 7ZZ Zf. d ,
9 ,�,Wrz f.�/1'T_ D,Qilf 144110 pQYf1/��T SO2 �f
/v
uj
WILSON AVENUE d
N
.2
_<
J
W i
2
4 j 1
U
� _ J
K
514
1
1 2
• p
TRAFFIC INC>EX SCH EDuL_E _) E3AN`(AN STREET
SAFETY REi►ON31BiLITTs tBNTRACTOR AGREES � ME aritt As:UME SOLE ANf
COMPLETE RESPONSIBILITY FOR JOB SITE CONG NS OURIRG TME COU,.S: OF BEM L STREET
CONSTRUCTION OF TNIS PROJECT, INCLUDING ;TY OF ALL PERSONS Ah i#
PROPERTY,
TNAT THIS REQUIREMENT BNALL APPLY CONTIN. !KD O/T BE LIMI"' D TO
NORMHOIDATHE0RKING 0WNER ANDRTNEAND TNAT EN8INEERTHE NARMLESL � AMiLANDEALMOIIABIEMTYFYANIP REAL pAN`IAN STREET
OR ALLEGED, IN CONNECTION WITH THE PEAR !INCE OF YORK ON THIS PROJECT VICINITY _ AND INDEX MAP
EXCEPTING FOR LIABILITY ARISING FROM THE .GLIGENCE Of HE OWNER bR
GARty ET STREET �
SGAIE: I"= ro00'
TME ENGINEER.
A '
EXISTING UNDERGROUND STRUCTURESI TAE EXISTENCE All LOCATI,,r - ANY UNDER-
$ROUND UTILITY PIPES, CONDUITS, OR STRUCTUR[S $NO" ON Iu ►SANS ARE
OBTAINED BY A SEARCH OF THE AYAILABLJ RECORDS. TO THE BER )vg KNOW-
LEDGE THERE ARE NO EXISTING UTILITIE'S EXCEPT AS SHOWN ON PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE 1lttf PRECAUTIONARY MEASU�2:' " PROTECT
10
THE UTILITY LINES SHOWN AND ANY OTHEt -,LINES NOT OF RECORD OR NO, SHOWN 141. 0 IVO.
ON THESE DRAWINGS. IT SNALL BE THE CONTRACTOR' S RESP0451BILIT�f TO NOTIFY P OA�f� Qy. E�klcle,
WOK REP COUNTY OF SAN BERNARDINO TITLE SHEET T6-/26
TOE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED SEFOd: STARTING WORK. u�i1 �ft,�/ �t,��r U,!
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSI41 . I FOR THE l��l/LN l�G��+'/ES O1`' Str. SG ►on �' `I �1r ROAD DEPARTMENT
NO
UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES BNOWN OR 0101 -n1NN ON /2 j1��f'� (� arp fl- fU/1•1j�D
THESE DRAWINGS. APPROVED BY ROAD
L'D1lA�lIfJ'A, PA. 92GZG DfSi��ED 1Y of+�� Nr Cn[CKED r�
PWMZ /7/G) 5�9 B45? ` TRACT N O. 10.39 S I FILE 410U"ITTED IT cot .
ASST COUNTY E NGR-RWS DATE
�Cv .-�• /7iG / / RECC*vENDED/A►CROVEE BY
Av
Z7�
DDl//D L. N'!!l D�iV ,Pl'f. /9�jD2 O,4Y/D L. X/QCDfi l zzl 134400 DDlE SHEET otR V) I PPR AT ASt ROA tO N1S1�0"ER EMI . DA E COUNTY E"fWER QAY�
}
s .
In
OD
1690
)(IST. AT A GROUND @ WEST 5
: . E N l�R t �
} •
x
_
on curb --- --'�j
F
2
A-•
WEST CURE PR�Ft`LE t {
V4 Y4
p to
o tO
CC
aoI
107 0 f'' 16 9 O
w � � � � -
�► p s d�
— NO O e
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:. ks o o
—
p
Or
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p
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i
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o
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EXISTINC2 MNI*H SURFACE A7CfrNTMLINE PROFILE
l Ir07 0 0 + _
O — N —
" �'�
'1 0 9
G! _
o _ + R
o
cr
Odl . ,
o �.
i
PROFILE SCALE
NoRlZ. . 1"=40'
VE
RT 10=4 '
DOUDLE VERTICAL SCALE
O 1 2 3 4 8
J�
Culze) RErutzt4 oc,TA: 0 _
bEET �=90°i2'o8"
25
ANYAN STR
20.00'
f {
1 4 SITIoN
T= 20. 07
o fn
r cc
Il N cC ! 2 ti N � irrG��Kl4G ' 1 �+ 7-
2t?
L p Z
EXI SSPTT INCq /o V rj
PRIvewAy 4 0 _
I � 4 REMovE z x
1 Ibto0.55T. . — 4 W w
+�... .F 9' 8493' IoS.00' 105.00' c05.o ' ¢ 'Z43.��'
W _ I =
W -�� s
Ex19i 24" CURB
%n CIL
5 - � Ito87.35 t•C• � N
EXtST. CURD 4 GUTTER
%u
� (I
BERYL S
'(o �w
0 �0 DAWAN STMT
CONSTRUCTION NOTES
t CONSTRUCT A .C. FA VE M ENT PE K"PICAL SECT ION ON SHEET 1 (5EE GEN.NOTE (5)
2 CONSTRUCT I2" CURB 4 BUTTER PER STD. PLAN NO. 115 (MODIFIED)
OAV V I REMOVE EXISTI2CURS SAWNU I P 6MENT OR PRO DE
ACCEPTAP�LE JOIOI FN PER COUNT`I INSP>✓CTOR ( SEE rrvicaE_ sECT rates' t)
4 CONSTKUCT 15LOCK WALL PER STD. PLAN NO. SOI AND oe,*a1[ swr /
5 RENt OV> EXIST-INcx PAVEMENT• PREPARED IS`f , FIELD BOOK REF COUNTY OF SAN eERNARDINO TRACT NO. 959 2) '" ° "° 76-/26
WALDEN 4 ASOCIVES, INC. zo ROAD DEPARTMENT PLAN AND PROFILE FOR
125 6 . BAKER STRt;ET, SUITE 150 Df SIGkED 8Y DrAWN BY LHE CKEc B.
ROAD N0.
0g a (,4;r7 I? -Le)G 441A 92(o2to APPROVED BY BERYL STREET FILE NO
--t-S��DMITTED BY �< /� _rC.DE ASST COUNTY ROADS DATE
Y_ FROM bAN`lAN ST. TO X97' N/0 BANYAN ST.
�v,
RECOMMENDED !APPROVE( 8FDD 1.WALDEN, R.C.E.19402 OATS . t5-'1'1
MARK REVISIONS APER pAl E ASST Roao COkMlSSIONEk- G DATE COUNTY ENGINEER PATE SHEET G. of
.44 1.101V.G• 44.31 49 °'1 O
1168492 PI on curb on c,Urb �v
' 4U m an curb
tin O r, U1 r-
00
L9 "D t ti9.
Q � � O
on C
r
Q
+ I.I +r on curb
40.06 V•C. 1 7
d100 vc.4P
o 6/4d y
0
m
2.34 0 o � 0 0 0 �
} TOP OF NORTH CUKO / tc�
J J o + 0 ac a- ctl 0
y N + !�
O� ao
t4 t•� O L .9 d'
> � R FIE -�t .�
Ill i. P _ �
,
O _ 9 t:
- t9 _ w c9
m d' � �o So - {X0`7 f r`
_ � � + 8
3 3 0 ,o W - > 31449'
_ ...
31.49 + c- 0' w
0 00 �g - `
ro � fD + .�. aD
curb d t9 i + r pC
oO -- - _. __ - -
n w
o � � ' _ _ � + 0 0. � .1
Jr A` -- O - In 4`
.
LU
v p o 3 N
+
o 0
IrD�S p. ! N oN
�
_ . _
44 4
FiLE
bTOP OF WAST CURB PRC1�?� N �YdldV4 o .1a 0 _0 bs
0 w
_ t9 .
I
p 100 �!L _
N _ 04m _
- o- oO- + .9
Ci - o= r O
Sr. N NTUR A,L
ISD?a -o- GROUND (S 7� Iro70 p 7� ��o�
S s Ea
EX IGT. FIN ISH 'S FA + r Sl
v a _ UR C Q 0 0
:
So.ob v.0 -
o p
?.I.= 1(071.49 J x 690 J
y _
JW � --
�,
_ o
f
p
i ? FINISH SURFACE +I -9 -
16 mN + r- Ar.65 _ 1 65
?�
0 t1 r cl co - -1
d• Lp co0 _
_ _
m r
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ai co U\8 r
N i� _ > co43-
�
0 r cn w c9 _
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i �o�0 e a0 1 O
0 p U , 9
O - J 6 9-
lj. +
98: 2 Y.C.
on
curb 1L
' cn cvrb
41.20'V.C. 44.3 f 44.36' -
' on Curb on curb
P.I. jlo8�.92 0111
LyiL ui 'g
,e
TO OF EAS I CURB PR FILE
,
1
RoF
. t L E SCALE
t+E _ t�1-
• us
z. . I
40
+ ,� N +�
HoRI
_
vSFT I " 3 4' _
E
3 .93
r ,
Q • o° L, 3 _ 4 S 12 l 3 14 15 IG
' .
¢ toW CONSTRUCTION NOTE S
s
1� CONSTRUCT A•C. PAVEMENT PER T`IPICAL SECTION ON C3NEET 1 (SEE GEN. NOTE (5)
- - _Q--CONSTRUCT 8"CU&b AND GUTTER PER STD. PLAN N0. 11;5
�¢ d/4 CONSTRUCT G" CURB AND GUTTER PER STD. PL,&N NO, 1166
c? Q--CONSTRUCT CROSS GUTTER PER STD. PLAN NO. 119
'U115t.35'tQ
.0 r
REMOVE EXISTINCa PAVEMENT
1'1
0
Q--CONSTIWCT CLEAF ANCE MARKER STD. PLAN NO. 304 ~
"�
w W
V4 o SC4L.E "=1�Q�
jo
d' N
�Z CURB CURVE DATA ! Z -1
SCALE: )u=401 R=57oo'�5 r ° a r
=41.zo' GARNET STREET BERYL ST'1 EET ? W
rbANYAN STKEET T=21. 54' r CUR6 RETURN'OATA' SEE TO LEFT Cu9b RETURN DATA' CUR fiETURN DATA � SEE G EET 2 0 O
d J �JO _ aC °90° 12' 08 h -,,cc � L-8104-7'r71211 e r n � o
c 11 5 0 or_ d= q o 12 0�
e*o , z TRA ITtON Z L='31 . 4-9 ' �`C r In., 45 r r ap L 31`5 R-31.49'• m Irr 2 Q- S
p 33, o �9 1 [ T=2o.07' 7 18 I8 7 � T. 19.93' T=20.o7' cn p
0 33 AA t� �' � � oD o �� � �
O + A 4 z + r %9�. 4co A)i
cc
14+43.31 o- v \� 7 o X N ~ ��` ' 3�3 - I o I
Ul 6 17 S 013` 3 - ¢ I7�.cm /
ari.ICoTC. Vol ti =
�r ------
C, • qi
6� Q iloto9.4U T C Ilnlo7. TC. _ iCcGo. 5' T.0
6 � :'X" r. F.
F ( _ � -� .. N / L 0�. G.F. 8"C.F 2 I
X-6
! f 1667.s1 I(e(o9.31T•C. X . ICo84.loT:C. 4+7 .49 RAS ��. - � a„c.F
Cv" C.F• 3 C'J Co"C.F. \, G' to N cot0..' Move XIST• A.C. P'VMT.Llf_FL b V6
ch
1664.10T.C. 165G.02T.C. ^� �' 12 Is
��
(„C F�' 3 �n Q� Cou C.F. �o"C.F. - `�``G �t bl�y
/ p� 85.0_1 105.00' 105.00' X2.44' 3� GBc.F TC vj - II
14+ 9.31
� % 6
ti.C.R. m r ij CUR5 CURVE DATA: a --
r� =262°49'10" �r. I - cc
S s � [J2. , p I
a R'43.00' T r { r� T I Z �1 t C n ,I �) + ( Ci
I I IJ? L=1 7.24' / (/� H L / Q i� L/• �- 4- �)
II V 9 a � II
d�
o � � 2T 2 e _ � ��
aANYAN S EE i 2 4- S ( m ��- U
TR T
¢ CUR6 CURVE DATA _ 0 Q 1 & 2
+
p D= 41°24' 35" _
+ o
L= 41.20� BANYAN � 0 LSTRE
_ ET
T- 21.54
A
G INET STREET
1'Rr;PARED try: FIELD BOOK REF. W. a. No:
COUNTY Of SAKI BFRREFdQiNO TRACT N O . 9 3 9 8
WNL DEN ASSOCIATES INC. > Qy�� �+ _-�y�y1L ROAD DEPA� TMFNT
� PLAN AND P R.oF ILE FO'K
125 E. 6AKER STREET SUITE 15,0 DtS!CNtD 6) aF w� s( CnFcoEa s) ROAD N0.
COSTA. MESA,CL�.LIF6F_NIA 92Eo2Co APPROVED s� BA
NYAN STREET
PHONE (�14) 549 664-9 FROM 471 'W/0 4EKYL ST. TO DERYL ST. FILE No.
SUPWITTED 9Y^Q•, /u _ C-DE. ASST COLINTYENGR-ROADS DATE /
, ,s 6 RECOVN.fNCrED,AF FrvFr �. , s.�� GAR NET . STREET
DAvID L. WALDEN R.C.E. I 402 �---- -
' 9 ArE AQ" K REVISIONS APPR pATE AssT ROAD CO VISSICNER E WE COUNTY ENGINEER DATE FROM bL�N`t NST. TO 47[0 ' N O BANYAN ST. SHEET � of 3
__. .... _