HomeMy WebLinkAbout1822 BENCH MARK:
CITY OF RANCHO CUCAMONGA T.B.M. LOCATED AT THE TOP OF CURB AT THE SOUTHWEST COR. B.C.R.
OF CHURCH ST. AND HAVEN AVE., CHURCH STREET STA. 5+78.50, EL 56.01 '
C U CH STR L-
•�}• WE*rfthT5H FRM �I,�NEN T
1 TITLE SHEET
lCx H� T T RN ANE 2 STREET PLAN
3 SIGNING, STRIPING AND PAVEMENT MARKINGS
GENERAL NOTES 4 CROSS SECTIONS
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 * - � R�ES OONLY
suppliments. RANCHO CUCAMONGA
E of DOUBLE YELLOW LINE
2. Public and private utilities and substructures shown hereon are from available records. OR MEDIAN CURB FACE
The contractor shall be responsible for protecting all utilities and substructures as ^_"-- -� - QEF=1 TURN HANE •
shown within the construction limits of this project and shall be responsible for any W.
15' 10' b CONSTRUCTION NOTES:
damage as a result of the construction operations. .��'�
j •-••-••-•• • -• -••-•• .. E Q"WITS TURNING LANE LINE REMOVE EXISTING PAVEMENT AND RECONSTRUCT (5-A.0 OVER 6"C.A.B.) PER PLAN
I AND CROSS SECTIONS
3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following I ____�❑ HILLSI /" I I THRU LANE
utilities two working days prior to construction or regarding an problems. Ipso AVE 4TH
2 REMOVE EXISTING BERM
9 Y P g 9 Y P �I�
n >s
1
W
Q
T
10,
�. _ A T I (SSUM'M`T A (r
Southern California Edison Co. (909) 357-6223 �' S � L—� 3 REMOVE EXISTING TRAFFIC MARKERS AND SIGNS
4 LANE LINE "
Southern California Gas Co. (909) 335-7744 '�� Q IGHLAN i-210 4 SAW CUT
Verizon Communication (800) 469-6347 19TH T 3o J� J THRU LANE IV
Cucamonga County Water District 909 987-2591 Z m 5 CONSTRUCT PAVEMENT 5" A.C. OVER 6" C.A.B. PER PLAN AND CROSS-SECTIONS
9 tY ( }
`Z O Y VICTO Q PARK N 10'
Charter Communications 909 343-5165
F.11NER O
( } \ 6 RELOCATE EXISTING GUY POLE (BY UTI. CO.)
W
4. For inspection of this project, the Contractor shall Contact the Public Works Section , 4 NE UNE OR 8 ADJUST EXISTING TELEPHONE MANHOLE (BY UI. Co.)
at 477-2740 Ext. 4077 two workingto the required date. ` THI V 66 TURNING LANE UNE
days y prior q 8 8� CONSTRUCT A.C. BERM TYPE D1-8 PER CITY STD. PLAN N0. 104
A t0 0 r CDR , THRU OR RIGHT 10'
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any W R '" _ TURN LANE '° CREATE FLOW UNE TO DRAIN PER CROSS SECTIONS ON SHEET 4
construction or encroachment within an Ci of Rancho Cucamonga right-of-way. . o� . ... RR
Y �' gProject NTS s'
L ' �� 10 FILL FLOW LINE APPROACH WITH 6" THK. PEE GRAVEL (1/200 TO 100), APPROX. AREA
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City SiteId z 6TH ST T cuRe FAQ 1 > 6' WIDTH X 8' LENGHT. NOTE: CREATE FLOW UNE, MATCH EXIST AND PROPOSED GRADE (FIELD ADJUST)
N
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior =4TH ,,-, -,,-,, 11 NEW GATE LOCATION, RE-INSTALL EXISTING GATE FROM STA. t 5+00
to construction indicating any detour and/or road closures. LOOP DETECTOR PLACEMENT (CONTACT SAN BERNARDINO FLOOD CONTROL DISTRICT PRIOR TO ANY WORK TEL 909 387-7995)
7. Contractor shall have a "Class A" Contractor Liceirlce. REFER TO PIAN FOR DISTANCE 12 CONSTRUCT 21' DRIVEWAY (5-A.C. OVER COMPACTED NATIVE) SEE CROSS SECTION ON SHEET 4
8. An ecroachment permit shall be obtained from the San Bernardino County flood Control District
VICINITY P TO ADVANCE DETECTORS (CONTACT SAN BERNARDINO FLOOD CONTROL DISTRICT PRIOR TO ANY WORK TEL 909 387-7995)
prior to any work within District right-of-way 13 PROTECT IN PLACE
14 RELOCATE EXISTING C.L. GATE TO STA 2+00 AND INSTALL CHAIN LINK FENCE PER SBCFCD STD. DING SP114
EXISTING SURVEY MONUMENTATION (CONTACT SAN BERNARDINO FLOOD CONTROL DISTRICT PRIOR TO ANY WORK TEL 909 387-7995)
All existing survey monuments that will be disturbed by this project shall be referenced and STRIPING NOTES:
reset by the City Construction Surveyor in accordance with Section 8771 of the California
Surveyors Act. Found monuments are shown on the plans and described as follows: INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. 133, LENGTH AS SHOWN (REMOVE CONFLICTING LINE BY SAND BLASTING)
(FOUND)
B� PAINT 8" SOLID WHITE CHANNEUZING LINE WITH TYPE "G" MARKER PER CITY STD. 133
Ey F.D. T.B.M. SPIKE LOCATED AT THE CENTER LINE INTERSECTION OF CHURCH STREET AND MARINE AVENUE, STA. 1+00 PAINT DOUBLE YELLOW CENTER LINE PER CITY STD. DWG. # 133 (REMOVE CONFLICTING LINE BY SAND BLASTING)
PAINT 4" SOLID WHITE EDGE LINE PER R.C. STD. NO. 133
aE - PAINT 4" SOLID WHITE THERMO PLASTIC DASH LINE PER CALTRANS DETAIL NO. 40 (REMOVE EXISTING)
STRIPING GENERAL NOTES a PAINT LEGEND, SYMBOL OR ARROW TYPE N , S.A.E. (REMOVE EXISTING)
1. All details and dimensions for traffic striping and markings and the installation thereof shall conform NLY. f�/W � SLY. RAW
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City G� PAINT 12" SOLID WHITE THERMOPLASTIC CROSSWALK PER CITY STANDARD
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. A/W & REMOVE AND REPLACE DETECTOR LOOPS PER LOOP PLACEMENT DETAIL ON SHT. 1
�--- 2.0
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall II
conform to the Standard Specifications for Public Works Construction and the following provisions. I GRADE TO MATCH EXIST. Ilf— EXIST C.L. FENCE
(2: 1 MAX.) II (PROTECT IN PLACE)
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. I EXIST. PAVEMENT II
I II
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. I � 5 II
I I 8 II
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation II II
of striping and markings. -
0.38% - 1.65% \���,����.
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of — - - -_ - _ 1_5Qyr j T 92% '� ,\�,�� EP
striping and markings.E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to J __2"x6" REDWOOD HEADER
installation of new or replacement striping and markings.
32' TYP. 26' TYPICAL. 10-
3. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, (VARIES 10' To 32')
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the
cxry
first, unless otherwise noted. NO. DESCRIPTION OF REVISION DATE APPtavE11.
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), TYPICAL STREET CROSS SECTION 0 N
unless otherwise noted. CITY OF RANCHO CUCAMONGA
NTS
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping TITLE SHEET
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 CHURCH STREET
measures, in accordance with the city and state standards. HAVEN AVENUE TO 5001± WEST
J. Temporary or construction stripingg and markings shall be in accordance with the city and state standards RIGHT TURN LANE
and as directed by the City EngiRieer.
1
LEGEND: -- -- � � APPROVED BY: � ' . � > DATE.
01F E
3. Street Name Signs shall be installed per City Standard Plan No. 401-A. QR �s�A CITY ENGINEER ',��� „� �_!%��., ! RCE: 24953
5” ASPHALT CONCRETE o Underground �t�% °��0% oe , r�ooMMEr om
4. Traffic Signs shall be installed per Ci Standard Plan No. 401-B. PLAN PREPARED BY:
9 P Service Alert y 3 _
No. 24953 RD-1
W
6" Exp 12-31-05 DRAWN CRUSHED AGGREGATE BASE Call: TOLL FREE *� , *, CITY OF RANCHO CUCAMONGA SHEET
RD-1 10500 CIVIC CENTER DRIVE 1 4
1-800-422-4133 \ ,C1V1���. RANCHO CUCAMONGA, CA 91730 OF
C�-�F : CHEOMD DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG - - CH j8 2- 2
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CONSTRUCTION NOTES:
0
V_ & REMOVE EXISTING PAVEMENT AND RECONSTRUCT (5-A.0 OVER 60C.A.B.) PER PLAN
11 AND CROSS SECTIONS
w
REMOVE EXISTING BERM
� i 11 i lel- REMOVE EXISTING TRAFFIC MARKERS AND SIGNS
J 111 I 11 I 4& SAW CUT
Q i 11 I a- CONSTRUCT PAVEMENT 5' A.C. OVER 6' C.A.B. PER PLAN AND CROSS-SECTIONS
V 111 I
O c TRE, - I 11 I I 6& RELOCATE EXISTING GUY POLE (BY UTi. CO.)
H U CH mw CD I I� I I a ADJUST EXISTING TELEPHONE MANHOLE (BY UTi. CO.)
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J I ! I & CONSTRUCT A.C. BERM TYPE D1-8 PER CITY STD. PLAN NO. 104
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I 21' CATCH BASIN & CREATE FLOW UNE TO DRAIN PER CROSS SECTIONS ON SHEET 4
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1 Z I1 li J o- a � IrQ[ I I I TEL. VAULT 10 FILL FLOW UNE APPROACH WITH 6' THK. PEE GRAVEL (1/2'0 TO 1'0), APPROX. AREA
I I I 11 W cn a (n � cn a " �~ ) i SIGN 6' WIDTH X 8' LENGHT. NOTE: CREATE FLOW LINE, MATCH EXIST AND PROPOSED GRADE (FIELD ADJUST)
III 11 - /! 11 NEW GATE LOCATION, RE-INSTALL EXISTING GATE FROM STA. t 5+00
Q I,l _ CONTACT SAN BERNARDINO FLOOD CONTROL DISTRICT PRIOR TO ANY WORK TEL 909 387-7995
�'/ a i � ., ✓// 1 CONSTRUCT 21' DRIVEWAY (5-A.C. OVER COMPACTED NATIVE SEE CROSS SECTION ON SHEET 4
- i `� �� CONTACT SAN BERNARDINO FLOOD CONTROL DISTRICT PRIOR TO ANY WORK TEL 909 387-7995
--- - - -- - - - - - - -- -- -- - -- -- - --- - - ---- - -- -- - - - - - --
'"• 3 , 4 1 2 11 2 1 13 PROTECT IN PLACE
+ 4 * _ 6
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0
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cl REMOVE EXiST PAVEMENT AND RECONSTRUCT PER PLAN, In
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+ o ") o � z n 0 � � Z 1 1 1 11 RIGHT TURN LANE
CONSTRUCT A.C. PAVEMENT PER PLAN AND CROSS SECTIONS ON �"� Z Z o CE W I I I I
SHEET 2 AND 4 W W ?m m m �' Ui I I I I APPROVED BY: - DA
m i i I I CITY ENGINEER RCE: 24953
5' A.C. OVER COMPACTED NATIVE A � Underground CHURCH STREET BASIN DESIM RECt�±ENDED
11
Service Alert �AP'N 1077-40! -$�� Flp_1 PLAN PREPARED BY:
SBCFCD RI W MWN SHM
CON: TOtL FREE CITY OF RANCHO CUCAMONGA
in EXIST SURVEY MONUMENT (SEE SHEET 1 FOR TYPE AND LOCATION) 1-800-422-4133 c omp-1 RANCHO CIVIC CENTER MONOA,CAI91730 °� 4
D NO.
TWO WORKING DAYS 6E't~ORE YOU DIG CH 1322
SCALE
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V: 1 "=4'
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(2: 1 MAX.) N
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----- T56
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(2: 1 MAX.) N
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N
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52 _.._________-___ _.._- __-- ___ ..- ---- 52 -40 -20 0 20 40
-40 -20 0 120 40
SBCFCD R/W - e
N
GRADE TO MATCH EXIST. N
2+ 50 (2: 1 MAX.) N 6+ 00
9
56 56
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52 __ ____._ -_ . — — — — - ___ _ _ _ _ _ ��� � _ _.�.. _-_--- 52 _ _ - _ DESCRIPTION OF REVISION DATE CRY
-40 - -20 0 21 20 40 -40 -20 0 20 40 APPROYM.
r� 29.20'
(SEE PLAN ON SH T. 2) SBCFCD R/W---= NII
CITY OF RANCHO CUCAMONGA
oil
III CROSS SECTIONS
1 5 m 11115+ 00 �
1 + 50 � p�� � CHURCH STREET
o
h.56 - I Ip � __2% _ FROM HAVEN AVE . TO 5OO•+
56 - -- --- -- ----- - - ----
— — — — —
RIGHT TURN LANE
...... .... ...
I APPROVED BY. DA
120' CITY ENGINEER RCE: 4953
I /U�. _,ccr
r ' 1 74%07% '
FIVOOMIWIFNDED
2.
D52 - PLAN PRE 52
RD-1
�' �' I CITY OF RANCHO CUCAMONGA SHEETDPAWN
__-- _-_ _-- -_--
-40 -20 0 20 40 RD-1 10500 CIVIC CENTER DRIVE 4 of 4
RANCHO CUCAMONGA, CA 91730
CHECKED DRAWING N0.
CH