HomeMy WebLinkAbout1644 C17 Y OF TADN\�6- A Cl,-,fO CUCA —M—O-N.- GA
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E REH BILI A 10
N V N - . E PAV A T . - T N
H V. E A U M NT
E /S OF HAVEN AVENUE - FROM FOOTHILL BLVD TO BASE LINE ROAD
W/S OF HAVEN AVENUE - FROM FOOTHILL BLVD TO 150' ± S /O DEER CREEK CHANNEL
GENERAL NOTES
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
Supplements. CONSTRUCTION NOTES
2. Public and private utilities and substructures shown hereon are from available records. 0.10' COLD PLANE & 0.10' ARHM OVERLAY.
The contractor shall be responsible for protecting all utilities and substructures as (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE
RANCHO
CUCAMONGA
shown within the construction limits of this project and shall be responsible for any FOR SINGLE OR DUAL 10 CRACKS 1/4 OR LARGER PRIOR TO OVERLAY)
LEFT TURN LANES ONLY
damage as a result of the construction operations. (22 — 0.15' COLD PLANE & 0.15' ARHM OVERLAY.
OF DOUBLE YELLOW UNE (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE
• .. -•• OR MEDIAN CURB FACE
3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following I __- -� CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
utilities two working days prior to construction or regarding any problems. HILLSIDE D — I so' 15? TURN LANE ,o,.__ —C _ C,4
SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE
Ipso AVE I �� ,� 24TH ST = AS NECESSARY.
Southern California Edison Co. (909) 357-6223 � � �
18-WHITE TURNING LANE UNE 4o- PAVE 0.27' A.C. PAVEMENT OVER 0.63' C.A.B. AND CAP
Southern California Gas Co. (909) 335-7744 BANYAN ST n Q SUMMIT AV WITH 0.15' ARHM OVERLAY AS SHOWN IN SECTION A.
�J - �' THRU LANE I
General Telephone Co. (800) 469-6347 �• � N Q Q � 5 PROTECT IN PLACE MH VALVES P.C.C. BOX COVER SURVEY
Cucamonga County Water District (909) 987-2591 _ �� HIGH D Av
Mark Cablevision (909) 880-0231 �.� El
g 19TH T 30 0 30 'D MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.)
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< z m t 4" LANE LINE I x
Y VICTORI PARK N �" REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
4. For inspection of this project, the Contractor shall Contact the Public Works Section ASE LIN RD - THRU LANE i SEE STRIPING PLAN ON SHEET 4 & 5.
at 477-2740 Ext. 2341 two working days prior to the required date. r' R IIw E ,o'
04 i
( HUR ST IIS
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5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any
—C
FOQTHILL BLVD 4 LANF LINE OR 8
construction or encroachment within any City of Rancho Cucamonga right-of-way. 66 �
> • w w w w L '10500 CI CEIII L-LNTE DR. ' TURNING LANE LINE> toF�>I STRIPING NOTES
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6. The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty ,,J ( - THRU OR RIGHT � + �
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of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior 0 Q z Q o Q a BNSF RR TURN LANE N �0 —REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT
to construction indicating any detour and/or road closures. a w U �_ W DETAIL ON SHEET NO. 1 . (SEE NOTE ON SHEET NO. 4)
\ Q 6TH ST TOP OF CURB FACE �� �> " IP PER CITY STD. N0. 133.
�1 — PAINT 12 SOLID WHITE STRIPE E
7. Contractor shall have a "Class A" Contractor Licence.
UFIF�A�, �;T
0 I�1 —PAINT 4" WHITE SOLID STRIPE WITH TYPE"G" MARKERS PER CITY
_ 0_ — — STANDARD. N0. 133.
EXISTING SURVEY MONUMENTATION LOOP. DETECTOR PLACEMENT
All existing survey monuments that will be disturbed by this project shall be referenced and nCINITY MAP RFFER TO PLAN FOR DISTANCE PAINT 4" WHITE DASHED STRIPE WITH TYPE "G" MARKERS PER CITY
reset by the Construction Surveyor in accordance with Section 8771 of the California NOT To TO ADVANCE DETECTORS STANDARD NO. 133.
Surveyors Act. Found monuments are shown on the plans and described as follows: (g) —PAINT 8" WHITE SOLID STRIPE WITH TYPE"G" MARKERS PER CITY
STANDARD. NO. 133.
(FOUND) 5— PAINT LEGEND, SYMBOL OR ARROW (TYPE IV) AS SHOWN.
1�-- F.D. 1 " I.P. TAGGED R.C.E. 9101 LOCATED AT STA 115+12.38 OF THE SECTION LINE WITHIN 1 OR 20
61�—PAINT TYPE 1 ARROW 100' O.C.
HAVEN AVENUE.
INSTALL TYPE "H" MARKERS 24' O.C. TYP.
N 0.10' OR 0.15' - — — — -- — --� _ @—RE—PAINT EXISTING LEGEND, STOP BAR AND ARROW (TYPE IV).
STRIPING GENERAL O TE S
(30 mm or 45 mm)
1. All details and dimensions for traffic striping and markings and the Installation thereof shall conform
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City AFTER COLD PLANE, CRACK SEAL
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. VISIBLE CRACKS 1/4" OR
LARGER (TYP.)
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. TYPICAL SECTION
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 10' TRANSITION
8' f12' to t19'
of striping and markings. 1 2 2
0.10' 0.15' 0.27' AC
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of
striping and markings. 0.15'+ --
} �—
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. — — — 0.63' AB BASE & SUB BASE SHALL AFTER COLD PLANE, CRACK SEAL
VISIBLE CRACKS 1/4- OR LARGER
AFTER COLD PLANE, BE COMPACTED 0 959 (TYP-)
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, CRACK SEAL VISIBLE MIN.
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the CRACK 1/4" OR 3 crtY
first, unless otherwise noted. SECTION — B LARGER (TYP.) 4 DESCRIPTION OF REVISION DATE A�vRovEn
PAVING TRANSMON N.T.s.
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), STA 132+80 to 132+90 SECTION — A CITY O>' RANCHO CUCAMONGA
unless otherwise noted. STA 133+25 to 143+50
STA 146+75 to 160+12
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. HAVEN AVENUE
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control LEGEND: PAVEMENT REHABILITATION
measures, in accordance with the city and state standards.
E S OF HAVEN AVE – FROM FOOTHILL BLVD TO BASE UNE ROAD
0.10' COLD PLANE & 0.10' ARHM OVERLAY. W S OF HAVEN AVE – FROM FOOTHILL BLVD TO 150'* S 0 DEER CRK CH
J. Temporary or construction striping and markings shall be in accordance with the city and state standards (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS
and as directed by the City Engineer. 1/4" OR LARGER PRIOR TO OVERLAY.) aOFESS/o APPROVED BY: DATE: 16 IA)Ve4f
P --� CITY ENGINEER RCE: 24/95Y
3. Street Name Signs shall be installed per City Standard Plan No. 401-A. 0.15' COLD PLANE & 0.15' ARHM OVERLAY.
(NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS ~(v �? ice + _ `": - _ �,co�M 'JA
4. Traffic Signs shall be installed per City Standard Plan No. 401-B. 1/4" OR LARGER PRIOR TO OVERLAY.) n! No. 24953 RD/MA CITY OF RANCHO CUCAMONGA SAf G 1/99
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91-730
SHEFTSAWCUT & REMOVE EXISTING PAVEMENT AND ANCO CLCOCA, A
REPLACE WITH 0.27' A.C. PAVEMENT OVER CIV / MA 1 of 5
0.63 C.A.B. PER SECTION A. FCHECKED �C.ENO WM ,O
CH DATE FILE No 1644
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HAVEN t AVENUE 0
,o CONSTRUCTION NOTES
;o0.10' COLD PLANE & 0.10' ARHM OVERLAY.
� (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE
CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
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0.15' COLD PLANE & 0.15' ARHM OVERLAY.
- 5 5 `o f (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE
r, f
II z , z CRACKS 1/4- OR LARGER PRIOR TO OVERLAY)
-D-� 3 SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE
_ -- -
D . .. �-- -�v_ . � � = AS NECESSARY.
n � �" � � �" ,, i % ' ,� i L /Y �� i � ,� � �� � ' � /" / %' j. � CAP
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AVE 0. A.C..C. PAVEMENT OVER 0. C.A.B. AND
+ - i" + r WITH 0.15 ARHM OVERLAY AS SHOWN IN SECTION A.
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-W' - -- - -- - APPURTENANC
1244
25+ c 6 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
SEE STRIPING PLAN ON SHEET 4 & 5.
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+ - -. �L - 'r o w/s - 50't
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n� � �+ OF HAVEN AVE FRO FOOTHILL BLVD TO 1 S 0 DEER C CH
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. LEGEND: �Q�oFESS/ APPROVED BY: DATE:
10' PAVING TRANSITION �` �" ��
HAVEN SEE SECTION "B" ON SHT. 1 cn cn v � A _,._ �� -} �'� AVENUE 0 0.10' COLD PLANE & 0.10' ARHM OVERLAY. All�� CITY ENGINEER RCE: 2 5
D D (n (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS DESIGNr �ti QEF ��; �/ RECOIAAImm JAU
O I 1/4- OR LARGER PRIOR TO OVERLAY.) —
N N ;; W No. 24953 RD CITY OF RANCHO CUCAMONGA
. m ® 0.15 COLD PLANE do 0.15 ARHM OVERLAY. Exp. 12-31-01 ENTER DRIVE
v + g (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS # * p�,yK� 10500 Civic C_ SFIEET
RANCHO CtJCAMONGA, CA 91730
cn cp 1/4' OR LARGER PRIOR TO OVERLAY.)
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REP�►CE WITH 0.27 A.C. PAVEMENT OVER -CX01 CHEMED RZZ NO oit�'wm NO.
0.63 CA.B. PER SECTION A—A. CH DATE FU NO 1 fi44
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CONSTRUCTION NOTES
1a-- 0.10' COLD PLANE do 0.10' ARHM OVERLAY.
CA 1% PLANE, CRACK
" OR LARGERPRI R
CRACKS 4TO OVERLAY)
2� 0.15' COLD PLANE & 0.15' ARHM OVERLAY.
(NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE
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CRACKS 1/4- OR LARGER PRIOR TO OVERLAY)
-- _ ---- -_ SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE
n AS NECESSARY
PAVE 0.27' A.C. PAVEMENT OVER 0.63' C.A.B. AND CAP
_ = 4
Z r- WITH 0.15' ARHM OVERLAY AS SHOWN IN SECTION A.
_ ( , VALVES, P.C.C. BOX COVER,
5 PROTECT IN PLACE MH
SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER
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REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
D SEE STRIPING PLAN ON SHEET 4 do 5.
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DESCRIPTION OF REVISION DATE M;
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- - - CITY OF RANCHO CUCAMONGA
t \ - X' + C
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0 HAVEN AVENUE
PAVE TION
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O E/S OF HAVEN AVE-FROM FOOTHILL BLVD T O BASE UNE ROAD
- '~ Trr W/S OF HAVEN AVE-FROM FOOTHILL BLVD T O 150 t S/0 DEER CRTC
HAVEN AVENUE .........
�� LEGEND: �ao>:Ess/�� APPROVED 6Y: / i � DATE: -
z �p R %I CITY ENGINEER T� /���{,�, ,� RCE: 24953
0.10 COLD PLAW & 0.10 ARHM OVERLAY. �, ti� �
O (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS ����� Zp DESK 1 ti - -� �-JA(5
Q 1/4' OR LARGER PRIOR TO OVERLAY.) W il
3 No. 24953 RD CITY OF RANCHO CUCAMONGA
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1' ® N0T5E: A�LRCOL`D''PLANE, OCRAACCK SREAHL VISI�CCRRACKs * Exp. ,2-3t-o, * �
10500 CIVIC C--NTER DRIVE
1/4' OR LARGER PRIOR TO OVERLAY.) C „ ! MA DRAM RANCHO CUCAMONGA, CA 9,730
SAWCUT & REMOVE EXISTING PAVEMENT AND �'CI►��F 3 �-
CHEMED DRAWING
0.630CAWB" 0 SECTION PA�� OVER CH 1644
DATE FU No