HomeMy WebLinkAbout2133 SHEET INDEX
1 TITLE SHEET
.CITY OF RANC110 CUCAMONGA 2-3 PLANS
4 SIGNING, STRIPING AND PAVEMENT MARKINGS
CONSTRUCTION NOTES
AVE ,ARCHIBALD 11 — 6' VAR. COLD PLANE (0.12'-0') & 0.12' ARHM OVERLAY
SEE TYP. STREET CROSS SECTION ON SHEET 1
I�- 6' VAR. COLD PLANE (0.17'-0') PAVE WITH 0.050' A.C. LEVELING COURSE
PAVEMENT REH BILITATION AND 0.12' ARHM OVERLAY SEE TYP. STREET CROSS SECTION ON SHEET 1
(NOTE: FEATHER JOINT EDGE OF LEV. CO. TO MATCH ADJACENT PAVT. ELEV.)
(FROM BANYAN STREET TO HILLSIDE RDm) 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY
GENERAL NOTES ®-- 0.05 A.C. LEVELING COURSE AND 0.12 ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the �-- 25' TRANSITION- VAR. COLD PLANE �O'-0.12') AND 0.12' ARHM OVERLAY PER
Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with DETAIL (SEE OVERLAY JOIN DETAIL B" ON SHT 1)
2004 suppliments. SAWCUT AND CONSTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION
RANCHO) CUCAMONGA (0.12' ARHM SURF. COURSE OVER 0.37' A.C. AND 0.50 C.A.B., SEE SECTION "A")
2. Public and private utilities and substructures shown hereon are from available records. MATCH ADJACENT GRADE
The contractor shall be responsible for protecting all utilities and substructures as SAWCUT AND CONSTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION
shown within the construction limits of this project and shall be responsible for any (0.05' LEV. COURSE, 0.12' ARHM SURF. COURSE OVER 0.33' A.C. AND 0.50' C.A.B.
damage as a result of the construction operations. PROJECT SITE SEE SECTION "B") MATCH ADJACENT GRADE
ADJUST WATER/GAS VALVES TO GRADE
3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following
g y P regarding g y P „� ��� _ Sri 6a— ADJUST MANHOLE / VAULT TO GRADE
utilities two working days prior to construction or re ardin an problems. a - - - Y L, A CWMEL ^__
OLS:ON AVE. - ,�--a
STRIPING NOTES: 7 SAWCUT TO 0.12 TO JOIN
x ^J�
Southern California Edison Co. (909) 357-6221 — y aW= - 8 FEATHER JOINT (LEVELING COURSE) TO MATCH ADJACENT PAVT. ELEV.
Southern California Gas Co. (909) 335-7583 _ - A� G �� F (&-PAINT 12' SOLID WHITE LINE
m AE _ .� A _ = » . » SEE TYP. CROSS-SECTION ON SHT. 2
( ) _ m _ _ QB -PAINT 4 SKIP WHITE LANE LINE WITH TYPE G MARKERS PER CITY ( )
Verizon Communication 909 469-6340 �
��� - STANDARD No. 133 INCLUDING TYPE "A" MARKERS. �- REMOVE EXIST. MARKER AND REPLACE AFTER PAVING
Cucamonga County Water District (909) 483-7448 __ , AA ST.
Nom' � "S, N5 5i Ca-PAINT WITH THERMOPLASTIC ALL LEGEND, SYMBOL OR ARROW TYPE IV (SAE.) / BIKE LANE ARROW
Metropolitan Water District (909) 776-2664 ' 1 r BABE URE ROAD 5 . R• 5E.�,E ASE J^Ol�tI1VI AINT » DOUBLE » »
Charter Communications (951) 343-517124
o-PPER CITY STANDARD NO. 133.
SOLID STRIPE WITH TYPE D MARKERS
aprear� � ss.
a: H�
4. For inspection of this project, the Contractor shall Contact the Public Works Section �° °
„. �,, T EQ-INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL)
at 477-2740 Ext. 4077 two working days prior to the required date. 1a �}F -INSTALL HYDRANT MARKERS PER CITY STD. NO. 134.
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any =� - ,, �� A0" Q-PAINT TWO-WAY LEFT TURN LANE WITH TYPE »D' MARKER
�u PER CITY STANDARD NO. 133.
construction or encroachment within any City of Rancho Cucamonga right-of-way. _ fi SiMSI74LT "ts'f"" .nRA= (&-PAINT WITH THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 26 n0N
VARLAM COLD PLANE 2A
-PAINT 8" WHITE CHANNELIZING UNE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133
FROM o' o.tr oE� {
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City — 3
:�° » » o� PRaPosEu Fuu
a
of Rancho Cucamonga Fire Department and any affected school district. 72 hours prior , ,, ,USRLE. N.Ts J PAINT 4 SOLID WHITE LANE LINE WITH TYPE G MARKER PER CITY STD DWG. NO. 133 a
to construction Indicating any detour and/or road closures. \ €, M _ �• _ OJWrA= �K --INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. (NOT USED) 81-
»
7. Contractor shall have a Class A Contractor Licence. 01 -- INSTALL R-81 and R81A SIGN AND POST PEER CITY OF RC STD. PLN. 401 B 3 `� °•
8. The contractor shall install "construction notification si n" seven days prior to construction VICINITY MAP NO r
on both ends of the project as directed by the city. say P ee specification appendix for detail) Tri iu Q- INSTALL R-81 and R81 B SIGN AND POST PEER CITY OF RC STD. PLN. 401 B
PAINT 12" SOLID YELLOW LINE AT 45' (NOT USED) _
QN -PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 0 0� a
7 QO -PAINT On SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A °
EXISTING SURVEY MONUMENTATION OWINSTALL
a- PLANE SURFACE
P REMOVE EXISTING SIGN o
° W15 SIGN AND POST PER CITY OF RC STD. PLN. 401 B
All existing survey monuments that will be disturbed by this project shall be referenced and 24' 24' REMOVE RESIDUAL AC LEFT BY COLD PIAN
�R -•INSTALL R-26(S) ON EXIST. POST (IF ANY) OR ON A NEW cast &c. SURFACE OPERATION TO PROVIDE FULL DUIH Buri
reset by the City's Surveyor in accordance with Section 8771 of the CaliforniaQ, ! ARMs (SEE PLAN) i �,�A, POST PER CITY OF RC STD. P . 4016 ,IoiN FOR OVERLAY. �� ��
Surveyors Act. Found monuments are shown on the plans and described as follows: to ° �� 26 + tB (S --INSTALL W17 AND POST PER CITY OF RC STD. PLN. 401B OVERLAY JOIN DETAIL B
(NON FOUND)
a� °°' NTS
cY' a
y bd1 . 21X 10 IL46X Zr
_-- ----1°-aha-° 24■
° Boo �$S• 24 34'
STRIPING GENERAL NOTES — �'J"
-°°° — a — y y
1. All details and dimensions for traffic striping and markings and the Installation thereof shall conform 0.0,W A.C. LEVEUNG COURSE
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City SEE PLANS 4AWIDTH VARIES, SEE PLAN ,. 0 ° 2A
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. FOR LOCATION SEE PLANS 4A SECTION B'
FOR L TION r dO� »ax'm senc 1• al 70f
2. Procedures for painting of stripingand pavement mar-kings and installation of pavements markers shall ARCHIBALD AVE. - TYPICAL CROSS SECTION - a �- -
conform to the Standard Specifications for Public Works Construction and the following provisions. — a°il0°— —
11+65 TO 20+50± AND 23+00± TO 39+00 ± NTS _— _ _ °° -° ---- _— _— —
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted.
y _o°o°— — —�9J0 -�
°
B. All conflicting traffic striping and pavement mar24'kings shall be removed by WET SANDBLASTING. �' 2r
ARCHIBALD AVE. — TYPICAL CROSS SECTION
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation
of striping and markings. ° 2AI 0 43+00 TO 49+00± NTS
d
. ° �''" 1 A ,�, N SEE SECTION "B"
D. Al control points and spotting removed during sandblasting shall be replaced prior to installation of "� d I =X _
striping and markings. - _ if ,. 8
.,.
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to — °°opo ----EX A.C. BERM (3installation of new or replacement striping and markings. ° — — -o
00
00
0.050' A.C. LEVELING COURSE
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, SEE PLANS 4A WIDTH VARIES, SEE PLAN
15 mil thick (wet). FOR L TIONInstallation shall be in two coats with the second a minimum of two weeks after the FOR LOCATION SS 4A d a cxN
first, unless otherwise noted. ARCHIBALD AVE. — TYPICAL CROSS SECTION _old d DESCRIPTION OF REVISION DATE APPROVED:
a
All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick d NTS ' _�_
g' P P g P g (dry), 20+50± TO 23+50± - CITY OF RANCHO CU CAM ON GA
unless. otherwise noted.
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping 3Vsr , I TITLE SHEET
and markings to the satisfaction of the City Engineer. 24' t t SECTION B
�, �, y PAVING DETAIL ARCHIBALD AVE.
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control q y
measures, in accordance with the city and state standards. ! ri to ° d ° d PAVEMENT REHABILITATION
• b ,4 4�`� — 3 0.12'ARHM OVERLAY FROM BANYAN STREET TO HILLSIDE ROAD
J. Temporary or construction striping and markings shall be in accordance with the city and state standards � '' c�'"
and as directed b the Cit Engineer. a� ti �� 1�
Y Y 9 - ` �� �_ r 0.3,E (e)AC I _ APPROVED BY: DATEd
` CITY ENGINEER RCE: 24953
EX. A.C. BERM �pf ES-J10 ''��
3. Street Name Signs shall be installed per City Standard Plan No. 401-A. — °° °— — 8 oW]J L
0.50' (W)AC
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°° 'OHO -.�°° e ou
_ _ DE" PLAN PREPARED BY: RECOYMENOW
°°°°` a_
4. Traffic Signs shall be installed per Cit Standard Plan No. 401-8. ° °° _ — °° Z
g P y °°° NOTE: SUB DE 9OX MIN. OOMPACTION y '3 r RD-1 (
DOST kc %Wpa No. 24953 z CITY OF RANCHO CUCAMONCIA
10500 CIVIC CENTER DRNE
ARCHIBALD AVE. — TYPICAL CROSS SECTION SECTION 'A' : Exp. 12-31-07 RD-1 RANCHO CUCAMONGA,CA 91730 1 or 4
39+50 TO 42+50± PAVING REPLACEMENT DETAIL NT `� CIVi\� cHEcicEo R.C.E. No NO,
CH OAX FU No 2133
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CONSTRUCTION NOTES
��---- 6' VAR. COLD PLANE (0.12'-0') & 0.12' ARHM OVERLAY
SEE TYP. STREET CROSS SECTION ON SHEET 1
E -- 6' VAR. COLD PLANE (0.17'-0') PAVE WITH 0.050' A.C. LEVELING COURSE LEGEND:
AND 0.12' ARHM OVERLAY SEE TYP. STREET CROSS SECTION ON SHEET 1
(NOTE: FEATHER JOINT EDGE OF LEV. CO. TO MATCH ADJACENT PAVT. ELEV.)
®--- 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M•) OVERLAY VAR. COLD PLANE (0.12'-0) AND 0.12' ARHM OVERLAY.
0.05' A.C. LEVELING COURSE AND 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY � '
' 12') AND 0.12' ARHM OVERLAY PER VAR. COLD PLANE (0.17'-0') AND 0.05' LEVELING COURSE
3�--- 25 TRANSITION— VAR. COLD PLANE �O#0. AND 0.12 ARHM OVERLAY.
DETAIL (SEE OVERLAY JOIN DETAIL Bs ON SHT 1)
�--- SAWCUT AND CONSTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION
(0.12' ARHM SURF. COURSE OVER 0.33' A.C. AND 0.50 C.A.B., SEE SECTION W) 0.12' ARHM OVERLAY OVER EXIST. SURFACE
MATCH ADJACENT GRADE
®E -- SAWCUT AND CONSTRUCT NEW PAVEMENT AS SHOWN ON PIAN AND SECTION
(0.05' LEV. COURSE, 0.12' ARHM SURF. COURSE OVER 0.33' A.C. AND 0.50' C.A.B. SAWCUT AND CONTRUCT NEIN PAVEMENT AS SHOWN ON PLAN AND SECTION
SEE SECTION "B") MATCH ADJACENT GRADE (0.12' SURF COURSE OVER 0.33' A.C. AND 0.50 C.A.B.) SEE SECTION "A" DESCRIPTION OF REVISION DATE �
5�-- ADJUST WATER/GAS VALVES TO GRADE
�6 -- ADJUST MANHOLE / VAULT TO GRADE SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION CITY OF RANCHO CUCAIVIONGA
7�— SAWCUT TO 0.12' TO JOIN (0.050' LEV. COURSE, 0.12' SURF COURSE OVER 0.33' A.C. AND 0.50 C.A.B.) SEE SECTION `B PAVEMENT PLAN
�— FEATHER JOINT (LEVELING COURSE) TO MATCH ADJACENT PAVT. ELEV. ARCH I BALD AVE.
(SEE TYP. CROSS—SECTION ON SHT. 2)
-- REMOVE EXIST. MARKER (AS NECESSARY) AND REPLACE AFTER PAVING PAVEMENT REHABILITATION
Q�pFESS/ FROM B NYAN STREET TO HILLSIDE ROAD
��`� •� � APPROVED BY: DATE:
CITY ENGINEER RCE: 24953
No. 24953 DESIGN PLAN PREPARED BY: REOQMMENDED
dExp. 12-31-07
_.� RD-1
CITY OF RANCHO CUCAMONGA
CIVIL �� DRAWN 10600 CMC CENTER DRIVE SHUT
ECHO CUCANIOWA,CA 91730 2 or 4
CHECKED IME. No DRAWING 33
DATE FILE No
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CONSTRUCTION NOTES •
�— 6' VAR. COLD PLANE (0.12'-0') & 0.12' ARHM OVERLAY VAR. COLD PLANE (0.12'-0') AND 0.12' ARHM OVERLAY.
SEE TYP. STREET CROSS SECTION ON SHEET 1
�— 6' VAR. COLD PLANE (0.17'-0') PAVE WITH 0.050' A.C. LEVELING COURSE ,, ,
AND 0.12' ARHM OVERLAY SEE TYP. STREET CROSS SECTION ON SHEET 1 VAR. COLD PLANE (0.17'-0') AND 0.05 LEVELING COURSE
(NOTE: FEATHER JOINT EDGE OF LEV. CO. TO MATCH ADJACENT PAUL ELEV.) AND 0.12' ARHM OVERLAY.
®--- 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY
�---- 0.05' A.C. LEVELJNG COURSE AND 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY ` \ 0.12' ARHM OVERLAY OVER EXIST. SURFACE
25' TRANSITION— VAR. COLD PLANE ff—0.12') AND 0.12' ARHM OVERLAY PER
DETAIL (SEE OVERLAY JOIN DETAIL B" ON SHT 1) SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION
�-- SAWCUT AND CONSTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION (0.12' SURF COURSE OVER 0.33' A.C. AND 0.50 CAB.) SEE SECTION "A" DESCRIPTION OF REVISION DATE
(0.12' ARHM SURF. COURSE OVER 0.37' A.C. AND 0.50 CAB., SEE SECTION "A")
MATCH ADJACENT GRADE SAWCUT AND CONTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION CITY OF RANvn C�ICAMONGA
�— SAWCUT AND CONSTRUCT NEW PAVEMENT AS SHOWN ON PLAN AND SECTION (0.050' LEV. COURSE, 0.12' SURF COURSE OVER 0.33' A.C. AND 0.50 CAB.) SEE SECTION "B"
(0.05' LEV. COURSE, 0.12' ARHM SURF. COURSE OVER 0.33' A.C. AND 0.50' C.A.B.
SEE SECTION "B") MATCH ADJACENT GRADE PAVEMENT PLAN
5�— ADJUST WATER/GAS VALVES TO GRADE
ADJUST MANHOLE / VAULT TO GRADE ARCH I BALD AVE.
PAVEMENT REHABILITATION
7�— SAWCUT TO 0.12' TO JOIN ,�-----_,
�ROFEgs�� FROM BANYAN STREET TO HILLSIDE ROAD
8a— FEATHER JOINT (LEVELING COURSE) TO MATCH ADJACENT PAVT. ELEV. ° '� a', APPROVED BY: DATE:
(SEE TYP. CROSS—SECTION ON SHT. 2) J� '�
C('1'Y ENOiNEER RCE: 24053
a— REMOVE EXIST. MARKER AND REPLACE AFTER PAVING 3 No. 24953 �,� PLAN PREPARED BY:
Exp. 12-31-07 RD-1
* CITY OF RANCHO CUCAMONGA %orv, Top
�q L'1V1v �+`� DPAM 105 OI=NTER DRNE
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OF ONSO °` RD-1 wwOM�M�a cam,01730
--- 3 OFCH 4
OATS ME No — 2133