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COUNTY OF SAN BERNARDINO
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INDEX OF SHEETS
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SHEET NO. 1 TITLE PAGE ROAD DEPARTMENT
SHEET NO. 2 TYPICAL SECTIONS
SHEETS NO. 3-4 PLAN a PROFILEPLANS FOR CONSTRUCTION ON
i
SHEET N0. 5 INTERSECTION DETAILS
I
SHEET N 0. 6 MISCELLANEOUS DETAILS & SUMMARY
C R N L I N STREET1
SHEETS NO. 1-9 CROSS SECTIONS
BASE LINE TO LA VINE STREET As 5U11-T -
.5EE CCO#4 CCO A-2 , AZ-50 Z34.5E L IAIE
DRAWINGS I -V ( See Special Provisions) GRAD/N G PLANS SHEET / �Z . �
CUCAMONGA AREA
RD. NO. 213450 AB W. O. H04421
L NE ST.
\ NINETEENTH ST LA GR �—
W Q W END PROJECT
ALi A LOMA oc STA . 64+ 50
N
`n` AVALON ST
i
MONTE VISTA
LA VINE ST
LA
GRANDE ST
PROJECT AREA
J
W
m
BASE LINE Q
U
O' Q W
9 Z
c
i V ` W Q
Z V
° BEGIN PROJECT
� SND PRajECT
STA. 47+35.23 57-A. e9 Sao
Z, �y
BASE SCE
QP BEGIN PROJECT
moo•
tVSTA. 2/t 50
� W =
W CUCAMONGA AS B ILT
I
PROJECT LIMITS COUNTY OF AN B RNARDINO
CORRECTIONS THIS SHEET I
BLVD.
0 O SCALE I"=30' APPROVED BY , ( �
O ,
D FOOTHILL COUNTY ENGINEER R.C.E. 8495 DATE
LENGTH OF PROJECT
VICINITY MAP 0.32 MILE
SCALE 4"= 1 Mile
' SHEET TOTAL
NUMBER SHEETS
6
�wC-j No. I NO
t
i
I
R
-- 44' Q .
CONST. SPECIAL CURB & GUTTER O
0.43'A.0. 24' 8' 0
L
I
-- — - - -- -- - SLOPE TO
I-o0' CL. 2 A.B. STA. 60�42 TO C�2+37 $:3 - TYPE B A.C.
d.43
16.s' STA. 57+33 TO STA. 64+35
n 0.43' A.C. 33 11 T
R/W
-1 .0'� � _Jr' SLOPE i:1
—————
TSTA . 62+37 TO 64 z5 -----l—SPECIAL CURB & GUTTER BY OTHERS
-0351• TYPE B A.C.
0.43
STA. 53+33 TO STA. 57+33
R/W R/W
TRE 11 ' 33' I P 33' & 44'
12' 321 -241- 33.75' 81
21-75'
6.5' 6.5' 12' 12' 12' --} 21r
P OFILE GRADE PROFILE GRADE -2,� SLOPE 12:1 OR
SLOPE 1 :1 - FLATTER
i L_ -1 'a� PROF I L.E GRADE
�--- SPECIAL CURB & GUTTER BY OTHERS TYPE B ASPHALT CONCRETE 1p
0.08' TYPE B ASPHALT CONCRETE 043' PLACE SPECIAL A.C. DIKE
TYPICAL SECTION
n
SCALE 1"=4' 44' TO IMP.
� V
2'
.SLOPE
-1 .00/1, 1 :1
TRE -- - -`--44, I�p 33' & 44'
RAI f;ccDL=A
a-9.35'. TYPE B A.C. PLACE SPECIAL A.C. DIKE
71 24' 043' STA. 51+30.53 TO STA. 53+33
EXIST. ROADWAY FOR
FI PUBLIC TRAr IC � STA. 48+-45.25 TO STA A. 5 I +09±
' ' I i rl
INITIAL COURSE
G.C. 0.2 ------ -- -- -- -
1 :1 S E
0.08' A.C. TEMPORARY
SOUTH �A5 L INE NORTH 6„ "
STAGE I 9" 6" 911
R = i"
32.5 i
J
0.35'A.C.
R = 2" 12" 1� CLASS B CONC. TYPE "B" A.C.
TRE 31.75' o o: 6.. off, R = 1" i2
22' 15' RAP
FOR PUBLIC TRAFFIC INITIAL COURSE A.C. -(0-.-2-57 911 F
' ' 1.00'CL.2. A.B.-77�j
' Tp-mTT Tm
STA. 26+00 TO 29+00 2411
STAGE II
SPECIAL CURB 8c GUTTER SPECIAL ASPHALT CONCRETE DIKE
SCALE: 1"=1 ' SCALE: 1"=1 '
T EBAS LINE
30.5' I P 31.75' SOUTH NORTH
GENERAL NOTES
15' —241-1-
INITIAL COURSE A.C. FOR PUBLIC TRAFFIC GR'°'°Ep sHOUio 1 . BASE LINE SHALL BE PAVED WITH 0.35' TYPE "B" A.C.
-�-- 0.5 INITIAL
COURSE AC (0.2 )AC (0.25' JJ
=*� 7' 13' 325'
SPECIAL A.C. DIKE
0.35' ASPHALT CortC. 2. D I MENS I ONS ARE SUBJECT TO TOLERANCES SPECIFIED IN
SEE NOTE 2 IZSPECI THE STANDARD SPECIFICATIONS.
AL CURB & GUTTER
CONST. BY OTFERSo a'
I.00 CLASS 2 A.B. 3. A.C. = ASPHALT CONCRETE
STAGE III c.c.c� z
NOTES: STA. 21 +50 TO STA _25+SO
1 . THE ASPHALT CONCRETE SURFACE COURSE SHALL NOT BE C B U 1 L T
CONSTRUCTED UNTIL THE INITIAL COURSE HAS BEEN NORTH ACOMPLETELY CONSTRUCTED. ` P 5
W 2. OTHER CONTRACTOR WILL GC.o.# 2 GRAM 90 LMR BASE LINE t3' I9 5. CORRECTIONS THIS SHEET
BACKFILL CURB & GUTTER CONST. BY OTHERS. 7' A-1..... ---
Q35'A.C.
O0 O CONSTRUCTION STAGES 1.00' CL. 2_ A.13. TYPICAL SECTIONS
1
D NO SCALE OVERLAY 0.10' t VARIES
STA. 25+-50 TO STA. 28 +00 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO.
STA. 29+00 TO z +-56 ROAD DEPARTMENT CARNELIAN STREET H04421
DESIGNED M TS R. APPROVED BY ROAD N0.
213450 AB
DRAWN BY Nk
8-Aa-zz BASE LINE TO LA VINE ST. LIMITS
CHECKED BY R.R. It
73-70 �
R MENDDBY 'I � J� , 1 IV CUCAMONGA AREA F'
MARK REVISIONS APPR DATEcHiEF GN ENGINEER N NGI SHEET 2 of 6
,.
EX(ST. GND. Z2' LEFT0000, .00 EX St. tNII. IZ' LEFT
Q i Lr PON
N + ►'� .p `. .00-00,
�T
# i + ti In _ . ._._ ti
X455 ol
1455 ' _
G q m ' . 1465
' i � � .. o v � �.r° T.O.C. 32' LT. + � -
T.O.C. 32 LT. + :. m
w cn // Ln d ! o /O�
X '.. C� r'� Y J O
W + ,n �'' �•
E.P. 30.5' LT. �n ry
ti
CIDN �_,t7u 00
+
ad
t_
fs
CONST. EXIST. CL BASE LINE + EXIST. GIS. �'-
�909/ . + + o "w + N Q 200' V.C. EXIST. 90. f CL l
o/ 1 v �� IMP. +^ �F
'
1445 C.+t:a. - - - o Mo 1455 a ' ��, _ +2�OCP
/° �1014 6
EE BASE L)IVI± GRAISfNG r` m ��� 9�° H ��--'� CL IMP. H '`
- PLANS SHEET 1 J 2 + + LIN
+2' + 1 42"x29" + .
N T- a �' /� ^ CSPA v� 42"x29" / H I!� czr
CL > CSPA N ^ + N
• r p +
tn W
m i
.J N rt
Lti � cf
LM OD
(L PROFILE tLE — SASE LINE + ~ �/ g + '� j ° N EXIST. Gyro. � RttHT
1 EXIST. GND. 22' R1 �'�`� + '-
I E.P. 30.5 RT.
}
O N tZ
_ 1455 �� s + Do _ 1465
j ��/ e, InLm ZT r[•.' N 1
/ T.O.C. 32 RT. i
E.P. 'R'1'. � .' v
r ,.*
+ s
t
�`► 9M.
GT4m DO �� + + ct
NC6 Do t� j u� cr ' i kn
E.P. RT.
NOTE. m tr
ca
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B.M. - CORPS OF M M. BRASS b 1 SIC �; O r~n � W� _. , _
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_ Do
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THERE EXISTS AN ELEVATION DIFFERENC IN TOP OF CURB S0. BASE LINE o, _
OF 0.20 BETWEEN COUNTY BENCH MARK & BETWEEN CUCAMONGA CHAN. } m v v _ v + `" u. c; t{1
BENCH MARK ON TRACT #8383 CARNELIAN IN FRONT OF SUNRISE o H+ `� Lr\ '
COUNTY B.M. A-223 ELEV. 1451 .45 SHOPPING CENTER v PROFILE N + off•
' ELEV.- 1450.770
VE?T. IV.� 49'
I 1.LA
..r -
s
a 200
i -
. C
EXCAVATION C.Y. 47+ 5.23 217 , 48 31 415 49 583 50 553 51 631 52 549 53 524 54 571 . 5.5 SHEET TOTALS 4043 C.Y.
EMBANKMENT C.Y. 0 0 0 0 0 0 0 0
0 C.Y.
N w
G - SOUTHERN CALIFORNIA GAS CO. �� I a _ PROP.
W - CUCAMONGA CO. MATER DISTRICT - WATER 1
. S - CUCAMONGA CO. WATER DISTRICT - SEWER W r N ( " s ~
T - GENERAL TELEPHONE CO. - UNDERGROUND CABLE .- ' �I ( � �; 790 + TO EM -----nAt—� o c
ci e
481 I s a _
KmTw aSPTAt*SITE - "A"
'
50� 1 0 - _ '
. ac
a o ;
3 II
J- CURB & G , CURB RE M
CROSS GUTT R & SIDEWALK
II I BY OTHERS INSTALLED PROP. R/W i
� YEAG CONST
EXIST. C & G TO REMAIN IN PLACE . 3 c:)`1
h M
MEET EX15T. aN
V) V% z CURB IS GUTTER CURB -RETURN,
SPANDREL AND �IDEWALK cr
+ - "'`l' ;a (� ( II BY OTHERS CATCH BASIN
CUT & MEET EXIST. PAVT. V) INSTNUED BV NE55 CONST. BY OTHERS
I
N I INSTALLED 6Y
MEAGER MN5T.
BEGIN PROJECT �I_ MIN -;:- 'i-�� i T.R.E.
-1"-rn-pI=AG REMOVED
TA . 47-A,35-213 — = -- - - - - - - - - - - -- _ - - - - - - - - - - - - - - - - - - -- -- - - - - - - - f - - - - - - -
2+2 REMOVE EX►ST. P.C.C. CULVERT ST•= _ R/W
v AND CATCH BASINS _ STA.21+62.65 OBERDS ST,
o
N 01° 08' 22" W 4�7 4�8 4+9CA NELIAN 5+0 5�1 52 5+34-- REET
M
� _ N 000 30' 39" W �� INSTALL 42"x29" SPA -
3"Gh5 UNE - F
O M
CV �� � �a ��' ` C S" 3EW�ER LI►J�
R/W ,,, �z wnlerM s c�NF — —1N rr = _ — _ __ _ _ � .- fvw
me= All-
spill
R/W �ii��c PLACE SPECIAL ASPHALT ( ( T.R.
cam'�o PLACE SPECIAL ASPHALT ��, CON C. DIKE
I
• In CONC. DIKE c; * I N
2 3 FOR R M SIGN DETAILS • .,G, R `� I N {
SEE C.0 O'1±1� I SHEETS +
+ - IOF2 zoF2: ,� �� _ I r A s BUIL T
,STA-22+22.54 BASE LINE 1- - ii = I I N I CORRECTIONS THIS SHEET
SPECIAL A.C.dIKE N BEGIN SPECIAL ��
N 2 7.7' RT. 23 +2o w CONC. z� RT. 23+20 z :I
32.5' r I Fi tc�L�
INDICATES ANGLE POINT E.P. RETURN �
89°27'59" ' CUR & GUTTER, CURB RETURN,
V1 R = 18.00' a '« ' w; a >s
0 a $
T = 17.83' " m `:?.Y +� CROSS GUTTER & SIDEWALK
FOR L = 28.11
`r"" ` BY OTHERS
INTERSECTION DETAIL � t
D SEE SHEET #5. CID I INSTALLED BV NE55 CONST. }�
_&T-pt- 234-M N v _
' J d 3 =�I Qty V alt
2�aEXIST3 � PLAN & PROFILE
1 . DETAILED R1 GHT-OF-WItY ISS ARE ON FILE IN ;0 33' �'
THE OFFICE OF THE COUNTY ENGINEER, 825 EAST o t6 r.
W. 0. NO.
I FIELD BOOK REF. COUNTY OF SAN BERNARDINO H04421
THIRD STREET, SAN BERNARDIN04 CALIFORNIA. �; W
RIGHTS-OF-ENTRY
4ORKTous DE THE RIGHT-OF-WAY.OBTAINED FOR ALL N Q A ROAD DEPARTMENT CARNELIAN STREET ROAD NO.
SEE FILE NO. 213450 73-70. o • .� m DESIGNED BY R. APPROVED BY 213 4 50 AB
' > b ch e_I DRAWN BY c7TB
�1 m 1 p A 8/B BASE LINE TO LA VINE FILE N0.
/ CHECKED BY R• ASST. w COMMISSIONER- G DATE
73 -70
h • L O « Of
3 33 3 ~ p d RECOMMENDED BY .�l '
CUCAMONGA AREA
Z MARK REVISIONS APPR DATE 19111 'lei ttG� ^��
CHIEF DUIGN ENGINEER NTY SHEET of �_
0L- L
8d 05t� � 1Z Mm
D n
7ZC
M
m
( 1 33'
PROP. R/W o C-) j �� sur{ I t� + 0 55+00 55+00
v, s2•, - _ o s i I 1 1466'46. . 1466.76 1467.37
8" Weir
�I OMIT
n ( Yb N
D/M & PP#390500E - v _ _ o (f. ( O BCR 55+70.7
I 1467.87301 301 -
' ~ BC 55+70. •
PROP. R/W-� co /� ''' r- Ir ':�.. r�
cn cn cn _ I ( 1468.79
III � I�
� a• Ilv + %+00 %+00
i + _ �m I I n'
C) Izi I i 1M I I I . 1469.37 1468.76 1469.37
+ n
--
\,n
L '+
BUIN CURB & GUTTER � 111 � � �
r' 32 RT. STA. 57+33 I j '� , Y BVC 57+00 BVC 57+�
I cBIC 57
PP#1828807fE � � � -rN ¢ � I� I ;� TP#HI5049Y & D.M. 1471 .37 1470.76 ....__._ 1471 .37 _.. -•-. . :._ ._ . ...
THE IIS' ;! 57+25 57+25 57+25�
_. 1 I 1471 .89 1471 .28 1471 .89
Begin-4' S/W - { 5 33 1472.06
I
I 18 x11 " CMPA
2'x2' Grate + + 57+50
Begin 6' Chain Link Fen REMOVE 25± .F. 18"x12" f Yx O m 1472.44 1471 .83 1472.44
..
F W/Ftg. GMPA & CONC. COLLAR TO 3 I I + 57+75
SIDEWALK. CONST. 7± L.F. j ! +� 57 75
DOUBLE CONC. CULVERT. i
1473.03 1472.42 N 1473.03
SEE DETAIL SHEET #6 II g ►ad
41
C.CO.* - chi
,cn ' I (�h° _ PI 58+00 M C PI 58+00 VC - PI 58+00 MO
EXIST. SIDEWALK TO BE 1473.37 143.66 ,� 1472.76 1473.05 1473.37 1473.66
PROTECTED IN PLACE Y
t
D/4 Z I + + 58+25
1474.32 1473.71 1474.32
Brick School Bldg. 'o ( =
TP#HY15650Y REMOVE 35t L.F. 12" CNP & 12± \-4 I �;, + + - +
L.F. CONC. CULVERT TO EXIST. 15' - co
D. I . CONST. 22+ L.F. CONC. = -' N} 1475.02 1474.41 1475.02
1" Mulberry CULVERT• SEE DETAIL SHEET #6
I
I I V- 58+75 + +
i`' - - -- 1475.75 1475.14 � 1575.75
I" Mulberry ( � ...• . o
12" CMP y .
8' PCC S/W I N _ -_.._.. ... ..
�
Begin AC Lot - _
�„ (0 1476.52 1475.9;1 1476.52
211x2j' DI W/Grate I4
32 AC D/W I
R
Cn
.
I A0
COW-
C-)
STA. 59+21 •
0 OD
- Ud . Service Pipe
qq
TP 15651Y
rn
` o I I 1 0 1479.67 1479.06 1479.67
eat Valve I _
Locked Box W/Metal Cover II
F --�
vgo I = : 1481 .25
F - I �
_�n I'•r I 0 CO
t 60+
!1 N } I I 11 2
1481 .25
> cd>
Fn -n n m J_ _.
- +00 61+ 61+00
a � I 1482.83 1482.21 1482.82
o
O
--r4
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TP# None
rn k� I .. : .� ..t N.
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t� ,
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0 I * �r _t J w. ` y
SW
Cn STA. 62+00 ( T T z CONST, 351 MW
Begin 4 PCC /
�I EXIST. TREE, SHRUBS & 6' Board Fence
SIDEWALK TO BE
End 2' Ret. Wall
PROTECTED IN PLACE01)
Begin Trans. Curb �:,....-.._ ... . - 62+00 62+01) +
I a 98
35' AC D/M _ .. .- - -N Begin AC Apron na
1485. 1485.36 1485.98
1 6" Elm
• Begin 6 Chain Link Fen. ,. -, '
p Manhole
i 8' PCC S/W \ Stucco House 2" Magnolia utter MEET EXIS C +3
Begin Curb A G
1487.11
BVC •+ +
11
r i N m c�� 3 �i�1�� O o 1487.55 1486.94 t
��
m y n•`-' INSTALLED 12" RETAINING NRB BCR +
8" Elm + g 62 75
+ cn a° ____....-.._. ...- ..-...- _ .. R/W 1488.33 - 1487.70 0
° 1; 4' PCC S/W oril) �� D/M & PP#, 14831 (2E g_
1<7 D/M & PP#1619088 '+ �nQ ¢ �' - Curb & Gutter
D/M & PP#1483 150E 1� 01._...,._..... n
r•. MOVC PI 6 +00 MOVC PI 63+00
DX03+65.44 $T'd, C MM _�+ t /� + �+ ^r PCC Cross Gutter Wt 1489.07 1489.13 1488.41 1488.52 ��_____ - 69+09.43
O z
5L/2'S A A� TR/ 1Z`D i�5 -- '� - LAr `jR�AND ManholeANDE
DR WY �R R.C.STD. N S 89 39 06 W �4) Water Valves a-' 0 a 63+ 63+25
Np.306 1,6A CKOFORW n urb & Gutter
1489.79 " : 1489.07
o vROPF o 0 2'AA.O SwX g F.H.
C7 T ReCOA/8T l7 A6 A/E•CE5'SAR Ex•6'xRAW 2�
D fA C.L.Get E +
ECR - -,
EV _ +
M
n NEW /L'fCC OR/VE' O C)t. . r
-U z �"�R t EXIST. CURB & GUTTER, CURB cn cn 1490.48 1489.68
A. wwA A�
o - �•`
< > w End Chain Link- RETURNS AND CROSS GUTTER
5' Bock Wall - - \ TO REMAIN IN PLACE.
°�° ^„i n PP#1526822E �`
End 2' Ret. Wall Stucco House at
- Begin Trans. Curb " Maple v � Magnolia
z Be in AC A Apron 9 P ._. Begin 6 Grape Stake z _... ._.. ._. . �+� _ . �+ ..... �_...... , .. ._._..
M
O f=ence C) 1491 .83. 1490.84.
Stucco Mouse
CUT EXIST. PAVT
N l
�q�y1in t! Curb•8 Gutter STA. 64+35 c'x64+3L+
D/M A PP#1483149E 1492-78 , 1491 .65
r � 6' Block Wall N car►
+50
I Palm STA. 64+35 Steps ��nZ ' MEET EXIST.- PAVT. _ fa
BCR � --�
> Fence.
n 4' PCC S/W MEET EXIST. PAVT. � -•�
CD STA. 64+50 00
C D z Curb & Gutter
n m Water Valve _�
> r r �-- PCC Cross Gutter A Stucco House
x ,
Z io
�LA+-Vlffl.
N o i n 0 -1 I�I y
Z A > Z 89 45 32 EO y > M
z Curb & Gutter "O1s'-"� U) i1 cn
b > > 4' PCC S/W -+
r- w-
D, ECR I�1 l 0)
D rr1
--f Pbm N 1
z pl r) Fn� t.
M , n 6" Pine
M m 0 ` y ma c' Cul de Sac' - 00
Bern 6' Wood Wall , n r� (Curb & GutterL :.� .� :°�
�1 9 o�z'v� az
/ I Eucalyptus
- _
r '•� D! m z e �► j1
rn Stucco House (� -�
Q. c0 (0 c0
no
Fri C/) � � �N o > ��� o 0 0
CA �' o f o y, Qom°' r v
f n _
11 O Np = O `, N I O � Z ..
1 A A .Op N C N a4
mom
d O IU _
213450 A
r ' :�IP
73- 70
1 w
i
W
Q
0
tt) 0
L) M
R/W N I,, -
T.R.E.
R/W II
i 44' 44'
N
iL 331
321 241
� N
N
' +49 PLACE SPECIAL ASPHALT
CONC DIKE
33.75' FOR REVISION DETAILS
SEE C.C.O.7* I , SHEETS
E.P. RETURN DATA I OF 4-. 2 OF 2.
3 A = 89°27159"
R = 18.00'
T = 17.83'
CURB & GUTTER, CURB RETURN, - L = 28.11 '
AND SPANDREL BY OTHERS tLl
o
o W
z Q
Q.
J
PROP..R/W -- _,_.. _ � ._._ _
X
BE61 114 81 I(E-jiEftEofW
STA. 23+20 34.5' LT. � I—
_ _ - - _ _ _ _ _ _ _ _ _ — __ _ _ _ _ _ W
R1W — — — — — — — — — — — — —
- - - - - -
C3 Dup PF-T,ipm TAPER TO MEET EXIST.
LA 24'
E.P. ® STA. 2-3+70 co
STA. 47+93.23 IMP. CARNELIAN = N
to O O
STA. 211-50
STA. 22+22.54 CL BASE LINE + C\i 0 O
rL +48 O N
- — 2 1 S 89° 59' O6" W 22+ 23 S 890 58' 38" E N
LA
/ o
IST. CURB & GUTTER TO REMAIN IN PLACE
R/W R/W
MEET EXIST. PAVEMENT
23+20 END SPECIAL A.C. DIKE
2 7RT- C),:
3
MEET EXIST. GUTT
ao
0
O
Z NT MEET EXIST. PAVEMENT
'��4 _ _
W E CUT &4EEET- EX I ST. PAVT.
NOTE:
STA. 47+35± I
D— INDICATES ANGLE POINT
32' 221
44' 30'
SCALE : 1% 20'
W - AW R/W
� W
0 A S B U I L
0
D CORRECTIONS THIS SHEET
INTERSECTION DETAIL WG No Io
FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. r
ROAD DEPARTMENT CARNELIAN STREET H04421
DESIGNED W R.R. APPROVED BY ROAD NO
DRAWN BY j7p BASE LINE TO LA VINE 213450 AB
� �� 8�e77 LIMIT'S
CHECKED BY R. R. 73 -70
RECOMMEND D BY .(1 � 4 r 17 C U C A M 0 N G A AREA
MARK REVISIONS APPR DATE CHIEF GN ENGINEER ou ENGINE A SHEET 5 of 6
i
I
DRAINAGE SUMMARY 4
EARTHWORK z CD CULVERT PIPE STRUCTURES
INVERT DATA o 1
i
o w
LIN. FT INLET OUTLET z j
v o O wwcr _
a } = a o o °`a 'V' 'X' c }- DESCRIPTION STATION m
Hwy 0° iinno � Qu- U cn x TYPE Ww Q
a �- �- DIST. DIST. w w
cn o cn 0 < z 0 x � a - v; STATION RT OR LT ELEVATION STATION RT. OR LT ELEVATION am AO
O ,v i
7.26 1-130 L 4.24 20.00 A In 1
---- -------
12
_ _CONST. TYA CATCH BASIN PER DWGS_ i - I11 51+20 M
-9f-$ 51+97. 3 20,49-1-6:F. 1455, 51+21 .63 32.51 PLACE 42" x 29" BIT COATED PAVED _ _ _ 51+5 +
1 .88 57+44.78 39.5' RT. 1473.79 57+42.40 32.0' RT. 1471 . 2 6 CONST. DOUBLE CONCRETE CULVERT 57+42
2.35 5fftO8 50,01 RT 58+94.08 32.0' RT. 1475.34 6 CONST. CONCRETE CULVERT 58+94 N
1.49 11- -96-9TOTALS
-
122
CLASS 'B' CONCRETE A. C. DIKE
SUMMARY SUMMARY
USE DESCRIPTION CU. YDS. SPECIAL
41.33 LOCATION L.F
0.43
4 BASE LIN RETURNS
- SIDEWALK 84 VARIES VARIES
DRIVEWAY APPROACHES
WARP AS NEEDED WARP AS NEEDED
STA. +34.84 0 TA. - ,
10-23 STA.51+30.53 TO STA. 53x32.95 203 F 6" t
TRA�}T}GN� 41 6" 11 611 RAW
. 71 F
TOTAL 56.27 "R E7 TOP OF CURS I � ----
TOTAL -- - R
647 � J 01 N S I DEWAL.K � I S I DEWALK JOIN
12" C.I�L. -------------� I -
GUTTER FLOW LINE I I
3'-3" E I DEPRESSED CURB
6" 21-311 6"
I i #4 BARS @ 18" O.C. MAX. =' !
� - WALKWAY ELEVATION
321
I #4 BARS @ 12" STA. 62+82 RT.
O.C. MAX. SCALE: 1"=2'-0"
- -
SPECIA
I �' ` 71-0" GUTTER 31
CURB b 31 W
3'
REMOVE EXIST. CX -POSE
CULVERT- 4'-0"
I TO EXIST. D. . & XE I SECTION D-D --
�, REINF. STEEL.SPLICE EXIST. I D ,� �� SCALE: 1"=2'-0" a F
in REINF. 12" MIN. EXIST. D. I . b CULVERT'•, = ' � CLASS B CONIC. MEET EXIST. SIDEWALK
_DRIVEWAY APPROACH PLAN
I D
_ I \00, 10"
STEEL ANCHOR 2'-O" 0.C. Mi N. 2 STA. 59+21 RT, (W=32') I
Z ___ r' STA. 624-00 SRT. (W=35) I
a C I STEEL FACE ANGLE _ SECTION E -E
SCALE. 1 -4 -0
7 I L 3-" x �� x 8 �� x 31_3H LAG
R/W
a 6"
I �-:
Ill L- -� (GALVANIZED) 26 GA. CORRUGATED SCALE: 1"=2'-0" 11 '-6"
� II I METAL TOP FORM (GALVANIZED) ;
V I 3/16"
�j CONST. C CULVERT PER a ". '
c� II / DETAI S IS SHEET SLOPE .1
12'
�=�ACONIC. 1 L I P
CURB SECTION SHALL CONFORM - CLASS B CONIC. .i
i REMOVE EXIST. TO ADJACENT CURB „ g
l _ i
C.M.P. I I SECTION C-C -6
EXIST. CURB EXIST. SCALE: 1"=1 '-0"
PROP. CURB 8 S I DEWALO SECTION F-F
GUTTER
SCALE: 1"=2'-0"
PLAN
i
STA. 58+94.08 CONC. CULVERT CHANGED PR CC,a�2
SCALE: 1 "=10'-0" TO COMPLY WITH DE51GN OF TRACT #8009
61-411
SAW CUT & REMOVE CONC. COLLAR 6" 2'" " 6" - 21-511 6"
F
TO SIDEWALK & EXPOSE REINF. STEEL #4 BARS @ 18" 0.C. MAX.
SPLICE EXIST. REINF. STEEL 12" MIN.
N #4 BARS t 120 O.C. MAX.
PROP. CURB & I SECTION B-B
II GUTTER I EXIST. D. I . & CULVERT
N EXIST. CURB) SCALE: 1"=2'-0"
IIi 1 ��-� f 0 STEEL ANCHOR 2'-0" O.C. MIN. 4
A JtV � 1011
211
STEEL FACE ANGLE
B I L 32" x SII x " x 61-4'
W cn cr V I LONG (GALVANIZED) 26 GA. CORRUGATED A
[�REMOVE EXIST. EU�VERT 3/ METAL TOP FORM (GALVANIZED) L7 U' l- T
O 121 CMPA -g y CORRECTIONS THIS SHEET
SSE °.# 2 MISCELLANEOUS DETAIL SUMMARY SHEET BY -�� � --
D u ? � • i
CD 32'_ _ Hf F CLASS A CONC. 106
--
CURB SECTION SHALL FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO.
CONFORM TO ADJACENT ROAD DEPARTMENT H 0 4421
PLAN CURB SECTION A-A CARNELIAN STREET ROAD NO.
SCALE: 1"=1 '-0" DDERSAIwGrN1 BY �R�R. APPROVED BY 213450 AB
STA. 57+42.40 DOUBLE CONC. CULVERT
SCALE: 1"-10'-0" CHECKED BY R.R. 7C�'�T'��5��i5��� �rd
BASE LINE TO LA VINE STREET LIMITS
73 -70
RECOMMENDS BY C U C A M O N G A AREA
MARK REVISIONS APPR DATE CHIEF DEI5jGN ENGINEER COUNTY ENGINEERSHEET 6 of 6
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1