HomeMy WebLinkAbout1787-S N
CONSTRUCTION NOTES
� O
1��laCalm
I double yellow line per Rwcho W E
onga 5�sndarrJ No. /33 D N
2�-Paint 12" white crosswalk line with 10'
between parallel crosswalk lines as part
of traffic signal construction. S
3O---Install 8" white channelization line per
city sro� No. 133. SCALE 1"=40'
4O-Install 4 solid white lane line with type
G markers at 24' on center.
S�"nstall 4" skip white lane line per 20 0 10 20 40 ao
city STD. No. 133.
Od -Paint CALTRANS Type N turn arrow.
70-----Paint "SIGNAL AHEAD" markings. MILLIKEN AVENUE
8�-Install sign or marker on new post or
as noted.
0---install 6" white lane line w/o markers. per CAI-Me175 019f X39
10 nstall arrow do bike lane markings. Sto. 10+00.00 Bonvan Street =
11 nstall TYPE "H" markers along median Sto. 36+57.49 Milliken Avenue
per city STD. No. 133. R MOVE EXISTING R1
11�-Paint CALTRANS Type VI lane drop arrow.
RELOCATE
R26S SIGN EXISTING
SIR
1S 1 R81 B R18.1 0
�3 Install TYPE "F" markers along edge of W65-1 EXISTING LUMINAIRE o. 10+73.00 8 3 EW CURB 3 s 0
Z BEGIN RIGHT/,URN LANE
pavement per Ce t►^c3nS Det. #27B EXISTING CURB
1 8 8 - --- -- --
(R44-Existing street light w/R26S sign. _ _ �, 0
W--New street light w/R26S sign. �� 180' 90' 200' - __ __ __ _ _- _-- __ _ _ _-_ __ - __ +
TAPER REVERSE LEFT TURN LANE
1 0 LL
----- ---- -------- — -------- —_ — -- - ----- ---- ----- ----- r
°° � I W
Sto. 4+57.00 g N Sto. 9+27.00 2 I 2 6
END LEFT TURN LANE
BEGIN DOUBLE YELLOW STRIPE ��
10 6 10' 6' jrl O
5 5 7 13 A 1Z J
`Ot 1-4 PAINT LEGEN
W
4, ° N W
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ J W
EXISTING CURB�7 j 230' _ Uj
450' TO X-WALK FUTURE RIGHT i Q V (�
-- _ TURN ONLY LANE ` LEFT TURN LANE & RIGHT TURN LANE
6
REMOVE EXISTING W17—//
W41 REMOVE EXISTING R1 i, LEGEND RR81A
Ste. 10+73.00
BANYAN STRF.-.IET BEGIN LEFT TURN LANE
NOTE: SIGNAL AHEAD MARKINGS AND SIGNAGE
TO BE INSTALLED AS PART OF TRAFFIC SIGNAL INSTALLATION
RELOCATE AND
REPLACE EXISTING
W17 WITH W41 Sta. 20+44.90 Banyan Street =
Sta. 12+77.26 Butler Peak Place
END
BIKE
0
0 LANE e 3 O
450' TO X-WALK R 1 0
8
- � 7 -- 7 _ 7EW CURB �.
rI - -- -- -- - -- -- 7 -- -- -- -- 1 I VY N LL
_-- _-- __..- --- -- -- -- _- m ---I - - ----- -- _ ------ -- - - mar ------ - --- ---- ----- ------- - - -- --- -- ---- - -- --- -- --
100' DASHED -- N R=50' POsd o � OF STRIPE
come 10 6' ��
6
1 0 14 50' 16 17 t. 18 9 45:1 TAPER - R-2 J
. T- UJI
W Q 1 — — — 100' DASHED — — — __— —_ °D W m
Z _
I
J W � 1 I W
= W 90' 180' EXISTING CURB:7
�� ` I I / 50' 60' = W
V� REVERSE TAPER
LANE TAPER TURN
(.� LE U N LANE REVERSE
GENERAL NOTES FOR -- - - - - -- --
II IIVY
�
SIGNING AND STRIPING II I 81
BUTLER PEAK PLACE
1. All details and demensions for traffic signs and installation thereof shall
conform to the CALTRANS Sign Specifications, Traffic Manual and
Maintenance Manual. R NY N STREE. T
2. New and relocated signs shall be installed using green non-perforated
UNISTRUT posts and anchor sleeves. Sign posts shall be 1-3/4"x
1-3/4" and of sufficient length to extend from the top of the sign to
between 6 and 8 inches into the anchor sleeve and provide 7 fee}
clearance between finishedgrade and the bottom of the sign. The
anchor sleeve shall extend 1 to 2 inches above finished grade and shall
be 2"x2"x30" Ion% Post shall be attached to the anchor sleeve utilizing
UNISTRUT corner bolts or two UNISTRUT drive rivets at right angle to
each other. Attach sign to post using the drive rivets or other city Sta. 28+96.69
approved methods. Install R26 signs on green 12 foot U-Channel posts PAINT LEGEND W63 END NEW CURB
when street light poles are not available. c r R 81 x z NOTE: SPECIAL PROVISIONS FOR
3. Painting procedures for striping and pavement markings shall conform to C oa 1 1 8 00 THIS WORK ARE ON FILE IN
the Standard Specifications for Public Work Construction, latest edition, Q 1 2 iON BUSES THE OFFICE OF THE CITY
and the following provisions: �Q1g SIGN 7 EW CURB ' ENGINEER.
N Z �- - -- -- - -- ----T --- - -- -- -- - -- -
a. Paint, pavement markers and all details and dimensions for traffic
stripes and markings shall conform to CALTRANS Standard CY
E5,
Specifications, Traffic Manual and Maintenance Manual unless -- -- - - - - - - - - -- — - -
otherwise noted. Pavement legends shall conform to the City of 40 100' DASHED N PO
' s 45:1 TAPER v v PAINT LEGEND
Rancho Cucamonga's Maintenance stencils. �� oT s' _ _ _ _-_ __S.B. couNTY
---- -
- - --
_.._. -.. __ CITY OF R.C.
b. The Contractors shall furnish the necessarycontrol points for all 1 - 23 40' -- "��- --V 25 2s z� 3.0
p 451 TAPER - —
striping and markings and shall be responsible for the completness im 0o _ 100' DASHED - N - NO. DESCRIPTION OF REVISION DATE CITY
and accuracy thereof to the satisfaction of the City Engineer. Z Q _ _— —__ 4-1 __ ______ —== _ _ _ ACCEPTED
_ —
c. Spotting shall be completed and approved prior to removal of any J W ' so' 180' Sto. 29+81.42 CITY 0 F RANCHO CUCAMONGA
existing stripes. Existing stripes and markings shall be removed = EXISTING CURB END DOUBLE YELLOW STRIPE
prior to painting new ones, but in no case shall any section of () L URN E LANE TAPER
- - -- -- - -- -- -- -- - -- -- -- - --
lw
street be left without proper striping for more than 24 hours, or SIGNING AND STRIPING PLAN
over weekends or holidays. Q 3 8 8 (g) (9 is
W15 R81B W65-' BANYAN STREET
Sto. 23+26.02 Banyan Street =
between
X26 DRIVEWAY R NYAN STREET Sta. 5+00.00 and Sta. 30+00.00
:E.SSI(� APPROVED BY: /� DATE/4 RECOMMENDED
� CITY ENGIN EE l/�� R.C.E. 4953 J
$���' DESIGN LAWRENCE S. EISENHART SHEET
`e J No. 13493 -' L.S.E. CONSULTING ENGINEER 1 of 2
* Exp. 3-31-05 * DRAWN 2070 Locust Court PROJECT SHEE1
S'J CMV L.S.E. San Bernardino, California 92404 -� of OC-19
�rF CAt�� Tel: (909) 864-5406 Fax: (909) 864-5047
CHECKED DRAWING NO.
787-6
W- ENCE SSE
. NHARi R.C.E. 13493 kZTE ' 1
TYPE K
W65-1 BANYAN STREET Sta. 10+00.00 Banyan Street =
R8 1&LEG. 91 Sto. 36+57.49 Milliken Avenue R18.1
TYPE K
a, N
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%.RvNb I Kuti 1ION NO I Lb -1 'P, '1,.
SPrcrr5XISTING CURB y NEW CU M
100' HEDPERD 40
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r (Q
�
C9 Uj
I
100
01ntlluI II Iper r
133.
@-Paint 1 it I linei 10' 50'
between parallel crosswalk lines 4 3
of traffic signal construction. 250' TO X "inn Uj
2
&—Install " i h li ti line ___ ri n 100' LU IM
it . . 1 LU
PAINT LEGEND 02®0MJ LIJ
cc
t II solidit I lineit type
markers 100' DASHED �nsta11 " i hit I line It
it ° . 1 EXISTING CUR00 NEW CUB!
500TO -WALK ; ° T ,
�A�Paint I to arrOCow.
"' � �it "SIGNAL " markings.on new post or
as t II i marker
PER DET. 40t . w41 R1 R18@----Install it lone liner W75 R18.1
CALTRANS Detail 1LE37+ 0.00
Sto. . W65-1
@-Install r i lone markings. BEGIN NE LINE STRIPING
@r---Install " markers I i NOTE: SIGNAL AHEAD MARKINGS AND SIGNAGE MILLIKEN Aam VENUE
r it . . 133. TO E INSTALLED AS PART OF TRAFFIC SIGNAL INSTALLATION
int L I I .
t II along f Sta. 40+43.17 Milliken Avenue to. 46+78.02 Milliken Avenue
v t r it • . . 60 DRIVEWAY 30 DRIVEWAY
xi ti street light sign. R10 Rt) W41 4 TYPE K R1o(Rt)
streetew lightsign.
in II Is i i stripe
CALTRANS Detail ' C'
tot ll solidhi linemarkers • V) 500' T x-WALK 50
5'
r L til N CUR
Wit
@_
t II " i II lin r L til ® 0i_- i� N 11
UA
240' TO X-WALK 10`
�
ow
LU
•7`
cc >
Cc 0
4n 41 A.9
44 200' 4 47 70
:+200' N
50 AH0oPE ® 4 •
-0 J UA
SCALE 4 0 1
ET.
20
0 10 0
40 1
8
0
04 + + N CUR
AA� 5. + 4 + + 5.
V) cry tr, ctqt
<
0go n
W75 + .00 R141+ 0.00 430.00 W75 R9 11
7 7
MILLIKEN AVENUE
Sta. 0+86.50 Milliken Avenue
END LANE LINE STRIPING
W63
0 In AAI
v 45' NEW CUR JR to to 50 to 5. NEW CUR
+ Z V_
LLI
(0 .* PAINT RATIO: 1.90 LU
C14 I mi
SIR 14' RATIO: 1:45 r-
-ow 400
CIF
Mr-
49 50 51 56 57 S.B. COUNTY E.P. 60
to '04
W 4( r UA
w F_
W in
Z 04
�ea 1* � E.P. F0 00
1
UJ HED TYP`40 40' LU
- W65.1
N CURB
5' + I0U
11 1
R63 Sta. 49+96.49 Milliken Avenue R17 TYP•
KEN AVENUE
CL 25 DRIVEWAY 200` TO ECR
W3(Lt)
6(15)
R81
GENERAL NOTES FOR - FO=ft
® Sta. 51+94.75 Wilson Avenue � IALPROVISIONS 1 Sta. 62+77.74 Milliken Avenue T I S WORK APE ON FILE IN
U_ 0
00
SIGNING AND STRIPING 0 0 `° THE OFFICE OF THE CITY
0 cc 5' ENGINEER,
1. II til nen for trafficn installation Il - -
iii ions, Traffic Manual - - - - - -
conform t
Sign c
I LOMaintenanceManual. r - - — - ---
100' To CR
2. New nrelocatedi II installed in r non-perforatedEXISTING IMPROVEMENTS 'to
r
'II
1I t sleeves. i t II 1-3/4"x
- n sufficient l extend r i n11 17�
between 6 n i into t n sleeve provide
ON DATE CITY
ancho
be
. DESCRIPTION 5clearance n finishedtsign.
r sleeve ll t t inc v finished r II 200' To CR" "x " I t II t t t sleeve utiliziW E CI"I=Y 010=m RAN"Co"m 00" (AUCAMONG" 'Am
ng
each other.I r I t l driverivets t iangle INSTALL STREETAttachi t in driverivetst it R81 W3 Lt) NAME SIGNS%proved t Install i 1 n l t R81 W6(15) N SIGNING AND STRIPING PLAN
w en street light I t available.
3. Painting r striping pavement i shall r to S MILLIKEN AVENUE
t t Specifications r Public latest edLSONAVENUEition, 1 99
Iand t following
ions-, SCALE 1 6040' between
a. Paint, pavement r all til dimensions f traffic 20 0 10 20 40 0tri markin II r t LStandard Sta. 30+33.00 and Sta,, 63+44.74
ofii tions, In Maintenance Manual unless
A� �
RECOMMENDEDinoted. Pavement 1 Il conform t t it f Rp .SS/ APPROVED Rancho ' int stencils. ClENGINEER . 24953
b. The Contractors II furnish the control nt for DESIGNLAWRENCE- " EISENHART SHE
tri i markingsn ll responsible for ° I t 4 L. . O2
anx r thereof t t ficin t it Engineer. Na. 13493
CONSULTING ENGINEER L Exp. -31-0 DRAWN 2070 Locust Court PROJECT SHEETT
c. Spotting shall be completed and approved prior to removal of any G�v` L.Q.E. San Bernardino, California 92404 ofi ti stripes. i tri markingsIl removed 909) 6 -5406 Fax: ( 09) 6 -5047
I
Tel:
priorpainting tin no case shall any sectionFOF, CHECKED DRAWING No.street I without r tri i rhours, r
over li !A�
_
WRENCE E! N R.C.E. 13493