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SHEET NO. 4 DETAIL INTERSECTION
SHEETS NO.5-8 CROSS SECTIONS
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I I FIELD BOOK REF. 11 /552- 561 COUNTY OF SAN BERNARDINO W. o. No.
ROAD DEPARTMENT CENTER AVEN-UE o°Q o5
DESIGNED APPROVED BY
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FOOTHILL BLVD. i O. O.13 MILE
W 222600 SD
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ROAD DEPARTMENT CENTER AVENUE RADNO.
i DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
rn ^N' K.MANERA K.MANERA FSK 9 FOOTHILL BLVD. 110. Q13 MILE �E NO.222600 S�
W ' v SUBMITTED BY ASST. ROAD COMMISSIONER TE
N CUCAM ONGA AREA SIO - 790
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W. 0. NO.
FIELD BOOK REF. 11/ 552 -561 COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT ROADNO.TER A1VE1�C�E--
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
fV - K.MANERA K.MANERA FSK - ` - DETAIL -_ 222600 SD
/fj��iyr�,,J 91� FILE NO.
- N suBMITTEDBY ASST. ROAD COMMISSIONER DTE 810 - 790
} p N CUCAMONGA AREA
1 0) MARK REVISIONS APPR DATE HIEF D IG ENGINEER q TE DIRECTOR OF TRANSPORTATION DATE SHEET 4 of
• t0 O ---
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33, 33 INSTALL "L=� TYPE HEAD WALL
OUTRSIC:06 (Mta►Js10 5UNTY STD. 209 A
22
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M.P R/!' REMOVE �EXI S f,x 2, � C�Gf.P 8-REPL�E
WITH 35 x 24 C.S.P ARCH PIP 02GA) /
-� ��24.440
k -
P 8 PP 179457 E
w VV
I SECTION END CUTOFF 3488
NOTE:
\ 3 ' PLACE PREFORMED FABRIC BEARING PADS BETWEEN CSP-ARCH PIPE An
8" ASPHALT CONCRETE DIKE TOP of CHANNEL WALL.
NO SCALE ryR► P� \�o� h
* Off• xO �
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LOCATION OF A.0 DIKE LIN FT. r_ .CD �Li Lv n.
STA 0+83.37 TO 6+G7.44 LT. 584 - ao _�
CD
STA.O+8261• TO 6167.46 RT. 565 - J X ! �.# +' . t t.{ I t M• sir
STA.O+56 G4 TO 3+50 LT (FOOTHILL BLVD Z 84-.., J .Li
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TOTAL I,42'S : h0 �� d f �� d
rya• vA&V W WLi
'• - O � O'ti
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c EARTHWORK SUMMARY + " tri. _- x40~'v r
s t NdTES +� to �
LOCATION `EXC.(C.Y.) EMB(C.Y,) P--44 358Y' r i► ; P�"Y• 1 = 1
I� 10 L MARfY�RS '� BE PE�COUNTY
CENTER AVE. STANDARD 304 ` � ' ,r
4 6 1 2 <. �r it ♦ t '*'r `' Its, j
9 6. 8 8 5 MEET EXIST
2. CROSS GUTTER TO BE PER r
FOOTHILL BLVD. 64. 66 45.12 w COUNTY STANDARD 119
CURB RETURN DATA �' I CURB RETURN BATA PLAN :I = 30
TOTAL 101.1,00 64.00 0 , „ ° COUNTY CURB 3TANDARDGUTTER 0115E PER ,
A= 90 35 48.8 A = 8 9 24 11.3 sr
R = 35' \�oti x00 0 '!� R _35.' 1 4 REMOVE EkIST QC.TREE'S STd-b+T2'Tb-42Et CENTEh* ``X .
T = 35.3T' f' O� "�' T = 34,64"
AVENUE.
W IQ ��
O ��v �ry - O I
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NOTES: TP179457+ ,y IL
HOUSE (51 EUC. TREES CRT. SIDE CENTER. AVExf C o ' -
*I.QUANTITIES SHOWN THIS COLUMN SHALL BE FWAL O'^� °°�0 d "�
t- PAY QUANTITIES FOR THE WORK SHOWN ON THE PLANS �ry0 _ EG 30� i / a �� # c?t:� < �, m - ` Iuj -
2.CALCULATIONS WERE MADE USING FIELD CROSS SECTIONS. --• / i ryOIL" REMOVE EXIST 24 C.M.P � ' Lu
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