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SCALE: I•+ 40,
SCALE I"= 40�
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C � : ' GENERAL NOTES: . °rte T 0 O �2 _ C` .
0 i O 1Z 0 /�' - o ) " 2� 'S �'ai �f�,?' ��y
� o 11 I. All work shall be- doNe in C3ENG1•t MA'2k �.h. �1-1�0 .?' O y >. a '�. '�' ` �. <. '� O 2 Z ti
)`.n'� i G' Z V fo �'- o R �. o f ti .' O
�O d @ accordance with •the San PIC. Mail 4 Lesd Nose of East , G• �2 o A I . s O * T ,Z,3\s �� . ZZ QZ'y
. ''• d ' Bernardt'no Count Stande.ds TraFFic island . Footlrlill �' iC 2 EO < ao 9 '�
` O V %_ s � G' `2 �.
1 I �Oa`�'�o.s 1 and Specifications • Archibald • Elev- IEC"• 590 . _ Fv � I �0�'9 - Q 'C' %; t Q �F 2Z
I '•�, 6 Z Street markers per San I3 .A 37 3 V 22 o a� 2 q * 30 3 t r 3 2 \
lN� 1 s r r �.
V l3ernardino County S-rd.W33 _ N
` 4 303a Shall be const. at each intersection - - rr�nn �� O 33' IZ
1 .10 I 9. If asphah- concrete. 'Is to be planed •
vJ
!
die'ectly on subg rade, a licit si•erilant $EL SHEET 2
re9I& e r 0 d by tale E•P.A, for use undec - . • - �• CONS'TRUCTION NOTES
A.C. and P.C.G. okall be uniformly app- .
lied at the manufacturers mcornrnended :• - - es, s• id'
J r-rta for tint Full pavement wi•rh prior
W E IQ W. 30. 30• E.1l. la Const. 4" PC.C, Stdeweal{c per Std t09 Type Q.
t Q, t a �- Conan. 8" Curb C3 vita r per S*d, l 15
7' 1 B' 1 ' ON ?' Is, ie' �
1.1 Const. ,o.el 'A.C'. ortf2 ,a.3S'�91Gtim_-cATEdAs.
sw,y Beaty to paving, -
t2•B 5 S" 1�•S'
A2D1No a l !' 4 L.$' 18•S' S5' s tZ•s' (.•S' 4 /•f' a Const. Sidewalk ramp per SI-cit Ito
r2 o N -� __4P we
. ameeT 2 L .. - _ S. comp8cfi'bn fLst oR err=bawkwe.vt♦ can- `, Const. Cross Gut-t,er per Std?t 11R
� strvctton ,trenck backfill, compaction of I 1 t
j N l V d - 9 8 9 I I Curb R4 20';
,d SQ0* ; T-20 S L. 13 . 2ypeC
ori final round and all sub rode shall 1`
• 4 _ be perforwted at no cost to the San o �nj ,y�L 1-4L"4p • si ; �'/ a--Curb. 2= 20' ; d- 9Z' ST'24`; T= 14 30'i L- 30.101
I M Q �t < 4 At Zht eerlpletion aP Paving a malerlate Bernardino coun4,j. p 0' . 0' a Const• Curb Return Per Deta11 p9 ¢r¢ or+ shall be submitted to the Contracts 6A written re ort o� thess Com aGt,ov1Ey+`I` LRve� �t c100e �s I del- 0 0 o'PE' y 1 to Gurb R Q0' q 1 41'43 'T' 20.60' ; L 32•ot'
7 M p P PL.tnll< 4 _ - -
Efs-rACIA I A �- ST2EE-r N91 r I- Engineer of tti►e San Serrterd-1no Co. Qoad tests shall be subv,A tted -4-o tine Con - Curb 92z 20' • e= B8I 18' I-T., _ 30.92
1 Ia Dept.,lis•ting all tests or determinations 'tracts Adrvilnistra+ion Division of the. Q 1 I S I 12 Const. 3' Qlock Wall peer Std. 301 -
f`" I Cotmpleted to vortfy Cad Stability, Oil con- Count f?oad De Por a rove! r'ior' to es
v y P'I P �, TYPICAL SECTION LION ST. 2 2 : O COrtst. Barrtcade Per Std . 3ats # 3oSa
I
_ ten+, and S,eve, aAftlusis of asphalt sur- lacement of base materials and/or sur-
y facing (b) Q- valve, Steve analysis avid sand acing . STA I Y 30 TO 3 + 03 TYPICAL SECTIOht LION ST.
W ao.vlvalevn+ of aggregetr_ base, ,
I . ' SPItvEL AVENUE 5TA. 0+00 TO 10-30
;r 0 �'j - . MONTARA AVENUE Ot2ANGE�JOOD DRIVE
F;. 1L1_ 106vo, NTA 1 - . . _ FIELD BOOK REF `, u Na.
COUNTY OF SAN BERNAR�INO
T• All gas , sewer, wa+er mains and (gterats . - L� q .�a wQ!!� U� G J��f r'tlAi� , `� Z � l
.�,� _ R4A0 DEPARTMENTTRACT No. q2
: . -. Shall be constructed to each mdl.�t'd uaI lot- � .
INDEX ( VICINITY MAP . • prior +0 pav%ing . L 0 C K W 0 0 D ENGINEERING .!Fxz r�r.,u�r_R� �':c-C.r"A,v c_ IzT(t-�1) 171(spEr of 0PE*. rr ROA17) No
8 • At rthe cornpletion o4 r-ovg1n grad;„9, a //- 2- 74 APPROVEp AY L,'t�N STREET
. . . - materials report and Proposed structural DIL my & SURVEYING COMPANY, INC.
. - • - fer_+tovt shall be submitted by tike Tract Eng- y�� E I l-F NO
- ineer to tile. Subd'wislon section oP the San too W 1ROOTMKt. KVD. SUBMITTED BX2_-__�1Le CDE
�• ASST COuNTYENGR ROADS DATE
RANGE��/DOD DRIVE' v .NcjQS
Bervnardino Co, Road De . for review evalva- IALTO CALIFORNIA
- � REtQKNEN�f�/APPRCvEI lir
CH'ICD RY • - ,
tion . Approval will b¢given whew, all s+ructural I r
`"��.- '' •tet ! I ,�. (l>,n l 1 (�•1�0
Sectiovl v�4s. have beau+ me+. ! - - M�!RK REVISIONS APPR DATE
�� //_ 2 _7L n-_ ASST ROAD C W!SS!0WE_ E� DATk COUNTY ENGINEER ZI SHFET ' of �-
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Fran+ edge �' TYPICAL SECTION SAN BERNARDtNO ROAD s,o 109 PI' t�t.Ace coKp.lcrFv PiL�
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Ob gas e' "-T i STA. 0+ 00 TO -7 * 44 TYPICAL. SECTION SAN BERNARDINO RD. STA 7, 44 To Iit 10
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B" _ . . ACT Kj � 2q7s� .gin _ - ___ _ - _ - _ _ .. _ __> __ .. > ROAD OEPAPTMENT R0
PLAN SECTION A- A LOCKWOOD ENGINEERING _ ROAD �
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ADEPARTMENTTRACT N
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