HomeMy WebLinkAbout1831GENERAL NOTES
CITY OF RANCHO CUCAMONGA
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the
Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with
suppliments.
2. Public and private utilities and substructures shown hereon are from available records.
The contractor shall be responsible for protecting all utilities and substructures as
shown within the construction limits of this project and shall be responsible for any
damage as a result of the construction operations.
3. The contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following
utilities two working days prior to construction or regarding any problems.
Southern California Edison Co. 909 357 -6223
Southern California Gas Co. 909 335 -7744
Verizon Communication 800 469 -6347
Cucamonga County Water District 1909 987 -2591
Charter Communication (909) 880 -0231
Metropolitan Water District (909) 217 -6679
4. For inspection of this project, the Contractor shall Contact the Public Works Section
at 477 -2740 Ext. 4077 two working days prior to the required date.
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any
construction or encroachment within any City of Rancho Cucamonga right -of -way.
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior
to construction indicating any detour and /or road closures.
7. Contractor shall have a "Class A" Contractor License.
EXISTING
SURVEY MONUMENTATION
COLD
PLANE
All
existing survey monuments that will be disturbed by this
project shall be referenced and
reset
by the City Construction Surveyor in accordance with
Section 8771 of the California
follows:
Surveyors Act. Found monuments are shown on the
plans and
described as
(FOUND)
1�-
F.D.
PUNCH MARK ON SMH LOCATED AT INT. ARROW RTE.
AND GROVE
AVE.
2�-
F.D.
CONC. NAIL LOCATED AT CENTERLINE OF ARROW RTE.,
AT STA. 11+50.00.
3�-
F.D.
CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF
ARROW RTE.
AND CALAVERAS AVE.
4[E-
F.D.
SPIKE AND WASHER LOCATED AT CENTERLINE INT. OF
ARROW RTE.
AND VINMAR AVENUE.
o-
F.D.
CONC. NAIL LOCATED AT CENTERLINE INT. OF ARROW
RTE. AND SIERRA MADRE AVENUE.
6�-
F.D.
CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF
ARROW RTE.
AND EDWIN STREET.
F.D.
CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF
ARROW RTE.
AND COMET STREET.
®-
F.D.
CONC. NAIL STRADS LOCATED AT CENTERLINE INT. OF
ARROW RTE.
AND HYACINTH STREET.
90-
F.D.
1" IRON PIPE LOCATED AT CENTERLINE INT. OF ARROW RTE. AND
BAKER AVENUE.
STRIPING GENERAL NOTES
1. All details and dimensions for traffic striping and markings and the installation therbof shall conform
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
Standard plan no. 133, unless otherwise approved or directed by the City Engineer.
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall
conform to the Standard Specifications for Public Works Construction and the following provisions.
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted.
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING.
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation
of striping and markings.
D. All control points and spotting removed during sandblasting sholl be replaced prior to installation of
striping and markings.
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to
installation of new or replacement striping and markings.
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type,
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the
first, unless otherwise noted.
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry),
unless otherwise noted.
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping
and markings to the satisfaction of the City Engineer.
1. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control
measures, in accordance with the city and state standards.
J. Temporary or construction striping and markings shall be in accordance with the city and state standards
and as directed by the City Engineer.
3. Street Name Signs shall be installed per City Standard Plan No. 401 -A.
4. Traffic Signs shall be installed per City Standard Plan No. 401 -B.
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RANCHO CUCAMONGA
l �� HILLSI'E ,�
ST
EM0 = ❑ VEND
', �' ❑ 19TH
Sim
20't ¢ 3d TO 34'
8' 12' 8
b 1s o. 1s
17
'. TO
,�gypp 4.
o• - _
AFTER COLD PLANE, ROUTE AND CRACK COLD PLANE SURFA
COLD PLANE SURFA SEAL VISIBLE CRACKS 1/4" OR LARGER
PRIOR TO OVERLAY (TYP).
ARROW ROUTE - TYPICAL CROSS SECTION
FROM STA. 10 +00.00 TO STA. 21 +00.00 NTs
AND FROM STA. 30 +00.00 TO STA. 36 +20.00
W n 1.707L 1�-- V
AFTER COLD PLANE, ROUTE AND CRACK COL) PLANE SURFACE
O• SEAL VISIBLE CRACKS 1/4" OR LARGER
COLD PLANE SURFA PRIM TO OVERLAY (TYP).
ARROW ROUTE - TYPICAL OROSS SECTION
FROM STA. 21 +00.00 TO STA. 30 +00.00
NOTE: SEE CROSS - SECTIONS DETAIL ON SHEET NO.5,6, &7
FOR A.R.H.M. THICKNESS.
VARIES ARHM OVERLAY
SECTION "A"
0.32 AC
_1 0.50' CAB.
1
N TS
PAVEMENT REPLACEMENT DETAIL
LEGEND:
OVERLAY WITH 0.12' TO 0.33' ARHM.
REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL
(SECTION "A" - PAVEMENT REPLACEMENT DETAIL).
COLD PLANE AREA
EXIST A.C. SURFACE a
COLD PLANE SURFACE
wom
No. 21001 a
�r.3�3 ►I
STREET IMPROVEMENT CONSTRUCTION NOTES:
1O- CONSTRUCT P.C.C. CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD
DRAWING NO. 104, TYPE A2 -8.
to CONSTRUCT CURB RETURN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING
NO. 106 -A AND 104, TYPE A2 -8.
Q- REMOVE AND RECONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA
STANDARD DWG. NO. 101.
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. X32 S. F.
CONSTRUCT 6" THICK P.C.C. DRIVEWAY OVER COMPACTED NATIVE.
41�-- CONSTRUCT ACCESS RAMP PER A.P.WA. STANDARD PLAN 111 -2, CASE B.
INCLUDING RETAINING CURB.
CONSTRUCT MASONRY RET. WALL, TYPE B PER CITY STANDARD. DRAWING NO. 604.
6a- RELOCATE EXISTING TREE TO THE SATISFACTION OF THE OWNER.
7O- CONSTRUCT CROSS - GUTTER & SPANDREL PER CITY STD. DWG. NO. 106 -A. WIDTH =10'.
O8 -- RELOCATE EXISTING POWER POLES (BY S.C.E.).
1�9 - RELOCATE EXISTING CHAIN LINK FENCE.
10 PROTECT IN PLACE.
11 REMOVE AND REPLACE EXISTING MAILBOX IN UKE AND KIND.
12 RELOCATE EXISTING WATER METER AND RECONNECT.
13 REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN LIKE AND KIND.
14 REMOVE EXISTING SIGN.
15 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES, CASE 1 PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO. 542.
1g
VARIABLE
COLD
PLANE
FROM 0'
TO 0.12'.
17
0.12' TO
0.33'
ARHM
OVERLAY.
(NOTE: AFTER COLD PLANE, ROUTE AND
w
CRACK SEAL VISIBLE CRACKS 1/4 OR LARGER PRIOR TO OVERLAY).
18 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN.
19 ADJUST TO GRADE (M.H., VALVES, P.C.C. BOX COVER, WATER METER AND OTHER
APPURTENANCE.)
�- OVERLAY OVER EXISTING ABANDONED WATER VALVE.
21 JOIN EXISTING (SEE JOINT DETAIL ON SHEET NO.1.)
. 2.0 Q- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON
SECTION "A" (PAVEMENT REPLACEMENT DETAIL).
�- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3" THICK A.C.
OVER COMPACTED NATIVE.
O- REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO.104, TYPE A -8.
q�d 24 24 REMOVE AND RECONSTRUCT PORTION OF EXISTING ROCK WALL TO MATCH EXISTING.
A A140 LEGEND OM SHEET2TAL�. EEAPER TiIE ►1�TES
STRIPING NOTES
r
Q- REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT DETAIL HEREON.
26 PAINT LEGEND, SYMBOL OR ARROW TYPE N (S.A.E.) THERMOPLASTIC.
3 B SAW cuT 12'7 Fr. 2
PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE D MARKERS PER STD. N0. 133.
2�8 - PAINT 12" SOLID WHITE STRIPE.
.. z4 INSTALL HYDRANT MARKERS PER CITY STD. NO. 134 AND PER CITY STD. NO. 133.
!�- PAINT 8" SOLID WHITE STRIPE WITH TYPE G MARKERS PER CITY STANDARD NO. 133.
31 PAINT 4" DASHED WHITE STRIPE WITH TYPE G MARKERS PER CITY STD. NO. 133.
3�2 - PAINT 4" SOLID WHITE STRIPE WITH TYPE G MARKERS PER CITY STD. NO. 133.
3�3 - PAINT 12" SOLID YELLOW STRIPE.
PAINT 4" SOLID WHITE STRIPE. '
O-- INSTALL SIGN AND POST.
21 36 PAINT TWO -WAY LEFT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.133.
25' * IF R2 (45) SIGN AND POST EXISTING ROFESSi
VARIABLE COLD PLANE REPAINT 45 MPH LEGEND a
i > FROM 0.00' TO 0.12' l q'��
LEGEND, SYMBOL AND CROSSWALK SHALL BE THERMOPLASTIC.
w U) Q� O v No. 24953
F° )e0 G�OP` PROPOSED FINISHED * Exp. 12 -31 -05
� o SURFACE n _
SECTION "B" NTS
JOINT DETAIL
10
B
L= 3222'
� ON CURB
�O EXISTING OUND 20' N. FROM CENTER LINE
�^ r Go
O N � N
1220 Z �, `1 v cv ^ ^ Z_ ---J— —� -�- /— -- _ _ 1220
BENCH MARK:
B.M. NO. 10031 ELEV. 1221.284
FD. 2" BRASS DISK IN CONC TRAFFIC SIGNAL BASE /
STAMPED 'CITY OF UPLAND` B.M. 56 -86 1987' AT \
NORTHEAST CORNER OF ARROW RTE. AND GROVE AVE.
31 FT. EAST OF CENTERLINE GROVE AVE. AND 38 FT.
NORTH OF CENTERLINE OF A ROW RTE.
N
n
N
� o
i!
v�
IIF I
�0_I 0 11
M
a
N
I I 1
FINISHED SURFACED AT 12' NORM OF CENTER
FINISHED SURFACED AT CENTER
(R =0.20X)
EXISTING SOUTH TOP OF CURB
D FINISHED SURFACED AT CENTER
of
+ N +r 04
CNI M N [IC4
R =0.2OX
PROPOSED SOUTH TOP OF
10 +00
`co
ITYSTANDARD PLANS -
a
13 +00
2 • PA109 TO TH-E cvM
00
1
BE
+! N
D FINISHED SURFACED AT CENTER
of
+ N +r 04
CNI M N [IC4
R =0.2OX
PROPOSED SOUTH TOP OF
10 +00
11+00
ITYSTANDARD PLANS -
12 +00
13 +00
2 • PA109 TO TH-E cvM
14 +00
W5RON OM IC SdLS REFtRr 5
BE
A R R O W
FUf NI5HLwD ToT1.4E CITY 1
SPE)rT6R. AW VNUSA,LTOkic
E'5 OR NVTPU ENT EFFICIENCM5
YRKOGIM
2a-
!
3
+
8114 i
8120 i
8132
8139 i $146
i
aim I ales
10
NO. 103.
4-•, 5TREE'T TRC —FS
r —Tc AE PLANr� D PER
I
�PL
REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN.
-INSTALL_ STRETT
22 4 +
1A=-
19
°-
4O-
/W
I�
APPURTENANCE.)
INCLUDING RETAINING CURB.
o
-� - -
t
- - - ---
-
-�^ - -- - --
10
J_
O-
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON
11
REMOVE AND REPLACE EXISTING MAILBOX INUKE AND KIND.
PLAN AND PROFILE
SECTION A (PAVEMENT REPLACEMENT DETAIL).
12
RELOCATE EXISTING WATER METER AND RECONNECT.
HORIZ. SCALE: 1 " =40'
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3' THICK A.C.
ARRO pp/ ROUTE STREET WIDENING
y.:
1 BCR
VERT. SCALE: 1"=4'
13
REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN KIND.
23
REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO
0-
VARIABLE COLD PLANE FROM 0' TO 0.12'.
COLD PLANE AREA
CUCAMONGA STANDARD DRAWING NO.104, TYPE A -8.
I
.' .�
10
19
STREET TREES 544ALL 13E INSTALLED PEP, 74E NOTES AND LE6E'ND
19
j 10
bb�1
11 +00
2
12 +00
13�
1$ + ""
- -- I- - - --
�-5�""'
- - +-- �' --
-
--
-- + --
10+00 ARROW RTE.
`
17 IS
N 89' 48' 04" W
10+00 g GROVE AVE.1
12
O�
w
N
N
I Iti I I
PROPOSED FINISHED SURFACED AT 12' NORTH OF CENTER
15 +00
GE PLANTEDINACCCN2DMC6 WN
ITYSTANDARD PLANS -
16 +00
Ii
2 • PA109 TO TH-E cvM
cEMENr oF" P6AW(NC4 AN
W5RON OM IC SdLS REFtRr 5
BE
A R R O W
FUf NI5HLwD ToT1.4E CITY 1
SPE)rT6R. AW VNUSA,LTOkic
E'5 OR NVTPU ENT EFFICIENCM5
YRKOGIM
2a-
F3 Xl<F(LL SOIL AMFNDAA
I 9176
I
a186.22
STANDARD DWG. NO. 101.
i 9198
F� 5u87L= T -ro (N5PC -t"_Tt
ENT.
ANP A�:cErMAcE BYrHE
NGfNEER1
NO. 103.
4-•, 5TREE'T TRC —FS
r —Tc AE PLANr� D PER
I
5 6kNr
REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN.
-INSTALL_ STRETT
S PFA CITY STREET' Tr�E DES
GN GVIDELINES ANo STAN1aA
DS
4O-
CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102.
OF RANCHO CUCAMONGA
APPURTENANCE.)
INCLUDING RETAINING CURB.
o
1CAL
NAME
BILO13A
MoNT n
t
L
L
OT
10
J_
E2
N
O
O
n
TOP OF CURB
3
( - ALL STPE'ETTRESARF
GE PLANTEDINACCCN2DMC6 WN
ITYSTANDARD PLANS -
2
STREET IMPROVEMENT CONSTRUCTION NOTES:
2 • PA109 TO TH-E cvM
cEMENr oF" P6AW(NC4 AN
W5RON OM IC SdLS REFtRr 5
BE
A R R O W
FUf NI5HLwD ToT1.4E CITY 1
SPE)rT6R. AW VNUSA,LTOkic
E'5 OR NVTPU ENT EFFICIENCM5
YRKOGIM
2a-
F3 Xl<F(LL SOIL AMFNDAA
T5 AS OETERM INFD SY 7T+
CITY IMSP1= c -TCt?.
AL
STANDARD DWG. NO. 101.
?,. ALL STREET TREES
5x4k,giCE5 t�EPARr
F� 5u87L= T -ro (N5PC -t"_Tt
ENT.
ANP A�:cErMAcE BYrHE
NGfNEER1
NO. 103.
4-•, 5TREE'T TRC —FS
r —Tc AE PLANr� D PER
13L(C (e'PRC Ek'FA.7
5 6kNr
REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN.
-INSTALL_ STRETT
S PFA CITY STREET' Tr�E DES
GN GVIDELINES ANo STAN1aA
DS
4O-
CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102.
OF RANCHO CUCAMONGA
APPURTENANCE.)
INCLUDING RETAINING CURB.
SOUTH TOP OF CURB gOT
5tReErN4t`'IE
24 ARRoW GINK
RoVTE ( "FAI
1CAL
NAME
BILO13A
MoNT n
COMMON
NAA�`E
MAIDENHAIR
TREE
CONSTRUCT CROSS - GUTTER & SPANDREL PER CITY STD. DWG. NO. 106 -A,
MIN
SR10E ` 5( ctNGl S/ZE
.1 (5
S 20 o.C. G9L,
OT
10
PROTECT IN PLACE.
O-
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON
11
REMOVE AND REPLACE EXISTING MAILBOX INUKE AND KIND.
PLAN AND PROFILE
SECTION A (PAVEMENT REPLACEMENT DETAIL).
12
RELOCATE EXISTING WATER METER AND RECONNECT.
HORIZ. SCALE: 1 " =40'
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3' THICK A.C.
ARRO pp/ ROUTE STREET WIDENING
VERT. SCALE: 1"=4'
13
REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN KIND.
23
REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO
0-
VARIABLE COLD PLANE FROM 0' TO 0.12'.
17 +00 18 +00 19 +00 20 +00
I8210 I 8214 I I8t<I2J1 I 8230 I 8242 I 8232 O
PL PL
�-R /W I� I I /W o
I 1 L L 1 +
--- - -- - -- - -- --- -- - - --- --
----- ---- - -- --- -- - --- - -* ° --
n n 19 n 19 P7
10+00 CAU►VERAS AVE.j.
20 SEE DET/�IL /A
l
+44.20 - -- - -- -- �- - =-
14 BCR � R/W 10 11 1 11 23 •, 21 <'
1A C2 00 eYi a n' 19 10 10 10 22 00 I d
10 I i p 10 Z 10 2e
4 10 1 g 1 B x PL 10 19 3p 3 I ° 3 to 23 10 16 ( -
I! 3 ^2' 1 O
3 8517 b i 81 3A ° gX 8149 i +p N 8187 ; ; + 8
+ I rn o
II
�I
V
J
7
10 � �
16 Q ROFESSlp
PL m 3 Q S. GuT. �9'
am z e 8515 I oJ\� F99 F2
I I U
w m
$ o a 22 I No. 2 rC1
CALAVERAS AVENUE 22 VINU R AVENUE
C �P
GROVE AVENUE N N
CIVIL
� �jF c t.
CURVE TABLE
O
RADIUS
2
STREET IMPROVEMENT CONSTRUCTION NOTES:
TANGENT
SEE SHEET NO.
FOR DETAIL
1A
CONSTRUCT CURB RETURN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING
A R R O W
32.22'
NO. 106 -A AND 104, TYPE A2 -8.
28.24'
C2
2a-
REMOVE AND RECONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF RANCHO
CUCAMONGA 17
0.12' TO 0.28' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND
AL
STANDARD DWG. NO. 101.
��
111102
CRACK SEAL VISIBLE CRACKS 1/4' OR LARGER PRIOR TO OVERLAY).
3 3
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG.
NO. 103.
d
CHECKED
CH
DRAWING NO-
I S3I
18
REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN.
1.
DATE
CONSTRUCT 6' THICK P.C.C. DRIVEWAY OVER COMPACTED NATIVE.
19
ADJUST TO GRADE (M.H., VALVES, P.C.C. BOX COVER, W.M. AND OTHER
4O-
CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102.
OF RANCHO CUCAMONGA
APPURTENANCE.)
INCLUDING RETAINING CURB.
o-
OVERLAY OVER EXISTING ABANDONED WATER VALVE.
w I ; {
"- �- o
CONSTRUCT CROSS - GUTTER & SPANDREL PER CITY STD. DWG. NO. 106 -A,
WIDTH -10'.
21
JOIN EXISTING (SEE JOINT DETAIL ON SHEET N0.1.)
10
PROTECT IN PLACE.
O-
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND REPLACE AS SHOWN ON
11
REMOVE AND REPLACE EXISTING MAILBOX INUKE AND KIND.
PLAN AND PROFILE
SECTION A (PAVEMENT REPLACEMENT DETAIL).
12
RELOCATE EXISTING WATER METER AND RECONNECT.
?I-
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 3' THICK A.C.
ARRO pp/ ROUTE STREET WIDENING
OVER COMPACTED NATIVE.
13
REMOVE EXISTING TREE OR SHRUBS AND REPLACE IN KIND.
23
REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF RANCHO
0-
VARIABLE COLD PLANE FROM 0' TO 0.12'.
COLD PLANE AREA
CUCAMONGA STANDARD DRAWING NO.104, TYPE A -8.
�4 — SA1�iVCUi
�A --
STREET TREES 544ALL 13E INSTALLED PEP, 74E NOTES AND LE6E'ND
CURVE TABLE
O
RADIUS
I DELTA
F CAU
TANGENT
CHORD
Cl
3
1
32.22'
-
28.24'
C2
20.00'
1?0uMrE
TYp R =7'
19.66'
AL
n
D
��
111102
EXIST•Cu 13
Q
REVISED DRIVEWAY DESIGN, SEE SHEET NO. 8
FOR DETAILS AND CROSS SECTIONS.
6/27 / 02
d
CHECKED
CH
DRAWING NO-
I S3I
LEGEND:
W
1.
DATE
AP Ra Eo:
_
SX I ' "� p/`"
CITY
OF RANCHO CUCAMONGA
17-71
OVERLAY WITH 0.12' TO 0.28' ARHM.
w I ; {
"- �- o
PLAN AND PROFILE
REMOVE AND REPUTE A.C. PAVEMENT, SEE DETAIL
% +
N
ARRO pp/ ROUTE STREET WIDENING
(SECTION W - PAVEMENT REPLACEMENT DETAIL).
DETAIL "A," Q ( _ 3D
AND
PAVEMENT REHABIUTATION
COLD PLANE AREA
FROM
STA. 10 +00.00 TO STA. 20 +00.00
CURVE TABLE
O
RADIUS
I DELTA
LENGTH
TANGENT
CHORD
Cl
18.35'
1 100. 36' 12"
32.22'
22.10'
28.24'
C2
20.00'
1 89. 00' 32"
31.07'
19.66'
28.04'
APPROVED BY: DATE : '"
CITY ENGINEER RCE 4952 3
oESlcw
R02
CTIYROFEDRANCHO CUCAMONGA�_
1OF CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
R.C.E. 110 24Sti3
C-MSTRI/GT SIDEWALK AND ADd51'REETTI�_
Q�}'Z p 20(Z- 0032 R(iV1f 2013-00
r� p
5 (1 ��
n
D
��
111102
��T
2 OF 9
Q
REVISED DRIVEWAY DESIGN, SEE SHEET NO. 8
FOR DETAILS AND CROSS SECTIONS.
6/27 / 02
d
CHECKED
CH
DRAWING NO-
I S3I
NO.
DESCRIPTION OF REVISION
1.
DATE
AP Ra Eo:
DATE FILE NO