HomeMy WebLinkAbout1791 BENCHMARK
Found 1" round head bolt in concrete curb
stamped "San Bernardino County BM 01670" at
northeast corner of 6th Street and Hellman Avenue,
Cl..L .dl Y OF RANCIHO CUCA -M-ONGA 1 ft. east of beginning of curb return.
Elevation- 1051.107
6TH STREET PAIT=11... MENT REHABILITATION
FROM HELLMAN AVE. TO ARCHIBALD AVE.
C OF DOUBLE YELLOW LINE
OR MEDIAN CURB FACE
LEFT TURN LANE
01 5 10' C_�
o
GENERAL NOTES: 8"WHITE TURNING LANE UNE
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard RANCHO CUCAMONGA t
Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 THRU LANE
supplement.
2. Public and Private utilities and substructures shown hereon are from available records. The
Project m
Contractor i N
shall be responsible ble for protecting all utilities and substructures as shown within the
P P 9
construction limits of this project and shall be responsible for any damage as a result of the SiteE e LANE UNE
I
construction operations.
s >Y :, o l < < THRU LANE
3. The Contractor shall not Underground Service Alert 1- -422-41 and the following utilities
800 33 a u two
KY r9 9
working days prior to construction or regarding any problems. 10' m
Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 �
y
Southern California Edison Co. 909 357-6240 �►�►ona Ra. ;
Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 Hillside Rd - 'r`
- } son Av 4 LANE LINE OR 8
Southern California Gas Co. Rick Reyes 909 335-7508 TURNING LANE LINE
Rickey eY
Verizon Co. - Bob Parent 909 469-6354 Swrian
Route 90
Verizon Co. - Dallas Stringer 909 469-6339
. 'der construction THRU ORRIGH
T
10'
+
Verizon Co. - Steve Hock 909 469-6327
- H�
TURN LANE
4i Y10
th St
9
Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 hland Av ;
Cucamonga County Water District 909 483-7440
V) N
�W
BrieLlrteRd`: - /fte- �#� TOP OF CURB FACE 1 � c�Oi
The contractor shall not the C' of Rancho Cucamonga Police Department, The C of Rancho
4• RY dY 9 P hY
Cucamonga Fire Department and an affected school district 72 hours prior to construction s
9 P P
Y -
indicating any detour and/or road closures. F°° - ftYotMn`ti
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) Afrow - Rt_.. LOOP DETECTOR PLACEMRh St
ENT
477-2740 ext. 4075, Mond - Thursday, and at least two working d prior to the construction 10 Freeway Monday aY 9 � P �r
R
e61h si REFER TOP FOR DISTANCE
start date.
,� TO ADVANCE DETECTORS
Ah St
6. APermit shall be obtained from the C RYof Rancho Cucamonga prior to any construction or > _
< -
I' encroachment within any City of Rancho Cucamonga easement or rights-of-way. . ; ` ielre
7• Duringthe construction operations at least one 12' lane in each direction shall be provided for each =
Pe P
direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and
i
shall remain unobstructed.
VICINITY YAP
CONSTRUCTION NOTES
8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall "
take sole responsibility for the repair/replacement, at no coat to the City, for any damage to said
NOT TO SCALE
1 REMOVE EXIST. A.C. AND CONSTRUCT 5 A.C. OVER 6 C.A.B. PER CITY STD. 100-A
undo round utilities pipes and structures.
2 OVERLAY MIN. 0.17 A.C. PER CITY STD. 100-A
r9 P P
3 VARIABLE A.C. OVERLAY 0.10 -
TO 0.20 PER CITY STD. 100 A
9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to � ,
4 VARIABLE A.C.commencement of an work. All discrepancies shall be rted for direction immediate to the C a- LE C OVERLAY 0.10 TO 0.17 PER CITY STD. 100 A
Y � IY ftY
5 SAWCUT
10. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall 6 MATCH EXISTING
possess any and all contractor licenses, in form and class as required by any and all applicable TYPICAL X - SECTIONS 7 ADJUST TO GRADE
laws with res to a and all of the work to be performed under this contract; Including but not
P� any Pe � 9
limited to a Close "A" License General Engineering Contractor or a combination of Specialty Class INSTALL PAVEMENT FABRIC AND OVERLAY MIN. 0.17' A.C. PER CITY STD. 100-A
( g 9 ) P� hY
"C" licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance
with the provisions of the Contractors Ucense Law (California Business and Professions Code, Section
1.5' 30.5'
7000 at. seq.) and rules and regulations ado ted Pursuant thereto.
1.5 7 11.5 12 VARIES STRIPING NOTES
12.5' TO 14.5' 9 PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STD. 133 AND CAI-TRANS STD. A209 DETAIL 32
10PAINT 4" DOUBLE YELLOW CENTER UNE WITH TYPE "D" MARKER PER CITY STD. 133 AND CALTRANS STD. A20A DETAIL 22
65-
To 2.86% 11 PAINT 8" SOUD WHITE STRIPE WITH TYPE "G" MARKER PER CITY STD. 133
3/8" UP VARIES 1.63% o _ 12 PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.) PER CALTRANS REVISED STD PLAN SRP A24A, A24C & A24D
EXISTING SURVEY MONUMENTATION 5 - - -
13 PAINT 12" SOLID WHITE CROSSWALK UNE
All existing survey monuments that will be disturbed by this project shall be referenced and reset by tO IES 1.06% VARIES 0.67% VARIES -1.77%
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. " VPS s° VARIES To 3.03% To 1.53% 14 PAINT 4" SOLID WHITE RIGHT EDGE UNE
Monuments found by research of available City records and by field survey aro shown on the plana 1 3/8 LIP 3.02x TO 3.78% �_ r } _ 15 PAINT 4" SKIP YELLOW CENTERLINE WITH TYPE "D' MARKER PER CITY STD. 133
and described as follows: 6'p8x r
g 16 PAINT 12" SOLO WHITE LIMIT UNE
EXISTING SURFACE < r a r g 17 PAINT DOUBLE YELLOW MEDIAN WITH TYPE 'D" MARKER PER CITY STD. 133
❑1 1" Iron pipe nailed and tagged RCE 10290 at the centerline intersection of Golden Oak Road and EXISTINGJ 4 ^ g 2 5 1 0 o 0 18 INSTALL BLUE MARKER (TYPE I) PER CITY STD. 134
6th Street (Sta 7+37.04) CURB AND GUTTER o o 0 o 0 19 REMOVE AND REPLACE AFFECTED LOOPS PER LOOP PLACEMENT DETAIL ON SHEET 1
EXISTING SURFACE 20 REMOVE CONFLICTING STRIPING AND MARKING BY WET SANDBLASTING
3a
11" Iron pipe nailed and tagged RCE 10290 (Sta 13+38.28)
0.00'
STA 1 +00 TO STA 12+50 0 COLD PLANE DEPTH
a Punched sewer manhole rim with 2 - 3 spike and washer with ties at the centerline Intersection of 9 EXISTING
a 0 CURB AND GUTTER
Amethyst Street and 6th Street (Sts 11+54.87) NOT TO SCALE
11' Iron pipe nailed and togged RCE 9890 at the centerline intersection of Klusman Ave. and 6th - - ---
Street (Sta 20+82.40) STA 13+50 TO STA 16+009
STA 17+00 TO STA 17+50
AND
SPECIAL PROVISIONS: 1.5' 7' 11.5' 12' VARIES STA 18+50 TO STA 25+00
1. ASPHALT GRINDINGS FROM COLD PLANNING SHALL BE DELIVERED TO THE CITY YARD LOCATED ON 9153 12.5' To 13'
NINTH STREET, RANCHO CUCAMONGA. CONTACT PERSON: GARY VARNEY, (909) 477-2730, EXT. 4106. NOT TO SCALE an
DESCRIPTION OF REVISION DATE APPROVM.
2. PRIOR TO OVERLAY AND INSTALLATION OF PAVEMENT FABRIC, APPLY WEED KILL AND ALLOW TO SET FOR
14 DAYS THEN ROUTE ALL CRACKS 1/4" OR GREATER AND APPLY CRACKSEAL REFERENCE CONTRACT
SPECIFICATIONS 302-5.1. CITY OF RANCHO CUCAMONGA
Vp,R1E5 VARIES 1.06% VARIES 0.67% VARIES 0 %X
3. PAVEMENT FABRIC SHALL BE AMOCO STYLE 4599 PETROMAT OR APPROVED EQUAL 3/8" LIP 3,02 ° TO 3.78% To 3.03% _ _ TITLE SHEET
6.08% _
` Q 6TH STREET PAVEMENT R EHAE I LITATI N
5
L. J Q 2 to W 5 1 o
4 � 0
0 0 0
SHEET INDEX W o o LEGEND
1. TITLE SHEET o Underground � ° oo' EXISTING SURFACE FROM HELLMAN AVE. TO ARCHIBALD AVE.
o COLD PLANE DEPTH NEW A.C. PAVEMENT / OFESS/ APPROVED BY: DATE:
2. PLAN Service Alert � 9 EXISTINGQa
Call: TOLL FREE o o CURB AND GUTTER ;��0/; �� CITY ENGINEER c CGc k RCE: 4953
3. STRIPING PLAN 1 -800-422-4133 CRUSHED AGGREGATE BASE ,w;�.. \,sp DMGN RECOMMENDED
4. CROSS SECTIONS I�3 No. 24953 I = PK
TWO WORKING DAYS BEFORE YOU DIG STA 16 + 50 AND STA 18 +00 n �+ CITY OF RANCHO CUCAMONGA
5. CROSS SECTIONS OWC '' Exp 'Z-3 -01 DRAWN XANC CIVIC CUCAMONGA,
DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
`�' CIV%1_ �r PK 1 of 5
NOT TO SCALE , d�..
OF CN01 CHECKED RC.E No DRAWING No.
JD DATE ME No 1791
BENCHMARK
Found 1" round head bolt In concrete curb
j
stamped "San Bernardino County BM 01670" at
northeast corner of 6th Street and Hellman Avenue
j LLI 1 ft. east of beginning of curb return.
j Elevation— 1051.107
W Q
z
CQC h '` O CONSTRUCTION NOTES
0 11 REMOVE EXIST. A.C. AND CONSTRUCT 5' A.C. OVER 6" C.A.B. PER CITY STD. 100-A
2 OVERLAY MIN. 0.17' A.C. PER CITY STD. 100-A
3 VARIABLE A.C. OVERLAY 0.10' TO 0.20' PER CITY STD. 100-A
___ _- _ _. __.-- ------ �_ _.-- --._ VARIABLE A.C. OVERLAY 0.10' TO 0.17' PER CITY STD. 100-A
.Y. - _ __ _ ____ ___ __ _ - _ - __ __ _ _ _-__ __ _ _ - _ _ ___ __ _ ___ __ _ - ___ __l -_L- _ __ ___ __ _ _ _
1 - - - - - _
T - _ _ _.
5 SAWCUT
` t 5 s �.�� F`' �`' �`� ` ` '0- MATCH EXISTING
.y0 1 ►� �6 h� 1 �k 1 5 O 1 1 6 ,y� � (n
0 1`' �• �0 , �0 h� 1 �� 11 11 �1 ,« ,y1 �, 51 g �1 1°' �1... 0 ,,, �o �� , M xp�b_'
'., 7 ADJUST TO GRADE
-- - + - L L L O 8a- INSTALL PAVEMENT FABRIC AND OVERLAY MIN. 0.17 A.C. PER CITY STD. 100-A
0+00
1+00 2+00 3+00 4+00 5+00 '00» 6+00 7+00 8+00 9 W w
cq
— -- - LEGEND
- - -- -- - -
6TH STREET % U Cn CONSTRUCT A.C. OVERLAY PER CITY STD. 100-A (NOTE: CRACK
f `,', Q SEAL VISIBLE CRACKS 1/4 OR LARGER PRIOR TO OVERLAY)
REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 5" A.C.
\ \ PAVEMENT OVER 6" C.A.B. PER CITY STT). 100-A
I I 0 INSTALL PAVEMENT FABRIC AND CONSTRUCT A.C. OVERLAY PER CRY STD. 100-A
` (NOTE: CRACK SEAL VISIBLE CRACKS 1/4
OR LARGER PRIOR TO OVERLAY)
z
W VARIABLE COLD PLANE 0.00' T 0 0.10'
ii
_ COLD PLANE 0.10'
0 SMH SEWER MANHOLE
ii r� nr�
�J WV WATER VALVE
V)
FH FIRE HYDRANT
PP POWER POLE
59.24 FS FINISH SURFACE
i - 59.07 EXISTING ELEVATION
CI
0 +
-+ LLJ
co L
� z j
-- W VARIES 8' TO 40' VARIES 30.87' TO 38.87'
; !
Q / L,y_-___-
i
77
W 1 5 B \ F`' � ' \ \ \ c� :1 5 8 ch
.. y . i 4` 2 F`'' F� - �� j F� , 2 ' f V) � 3 MATCH EXISTING
YAP 4TM
lei
> 4 04T 10 4P I-b?7 EXISTING SURFACE
Cn
0.AF8296
1 44.1
z 0 10+00 11+00 12+00 _ 13+Ofl 1 8 t�F+00 89*49'00 15+x0 16+00 17+dfl 1$ W
-- - - LLJ
__ .- -- __ - --- -- ---. _.. - - - - LJ 7 7 V
J - -_ _ _ _ - COLD PLANE DEPTH 5
8 z m
. . A
co
t ' . ' W
W n N W W
6TH STREET `� 9
> N � ^ V U
Q Q � � 9
o b
b0
W
O
SECTION A-A
i NTS
�
I
! i
0
j, Orr
I-- so rso°s� W DESCRIPTION OF REVISION DATE
00
so s� '�
0 4 % L - °��J CITY 0
_ F RANCHO CUCAMONGA
j /� 'i 773.
r
F
V) - PLAN
t_. _- `r
W O 'S . O 6 \ 0 ' • fj. �• k • .,. �• 0 �. 1 \ ",i.. �, 0 ,, `. �. � ,� ,� .c— � �. _ � __ _ ` T � � -- ._ �' � �� 'Lv °1
�O 60 6 1 § 6 6 6 6 . ,� • . ro , . 6 , . N 0 , . 0 ; �` �h O�• 1 6
. 6 6 6 6 6 STREET PAVEMENT R EHAB I LITATI O
W 0 00 19+00 `� 20+00 N89*49'00"W 21+ofl 22+00 23+00 5 s 24+00 s 25+ofl - 0.8896A s+d0 %- 5 g A26+76.580
,.�
T
5 _ 5 7 31,_ Y k _r �� 0.1 FROM HELLMAN AVE. TO ARCHIBALD AVE.
W 6TH STREET w '° 20 10' .
W REMOVE EXIST. A.C. OVER NATIVES A.C. �° ° ° �� o pFE.1
�° � .� �� F ; � � PR � APPROVED BY: � DATE: �
��o �� ,� ��, �� �� �, CITY ENGINEER �, i �, �fLC{ti ��1 r'�� RCE: 2 963
U aq Q
�4
000 °� ti/3 r DESIGN _a v Rc_u F g C�OAIMENDED
Q No. 24953
S N N N ExG 12-31-01 PK CITY OF RANCHO CUCAMONGA
L
�� '0500 CIVIC CENTER DRIVE ��
RANCHO A 17
C 0 C 9 30
CIV1�- `e
PK 2 of 5
� F
d�/
�F 4
CA
CHECKED R.C.E: NO DRANING No.
JD WE ME No 1791
Remove exist. A.C.
and construct 5" A.C.
over 6" C.A.B. BENCHMARK
5+00 Cold plane 0' to 0.10' Remove exist. A.C. Install pavement fabric and
1.5' 30.5' and overlay 0.10' to and construct 5" A.C. p Found 1' round head bolt in concrete curb
0.17' A C. over 6" C.A.B. overlay 0.17' A.C. stamped 'San Bernardino County BM 01670" at
1053.6 1053.6 Remove exist. A.C. Overlay 0.17 A.C. P tY
and construct 5" A.C. 14+00 northeast corner of 6th Street and Hellman Avenue,
1053.2 k 1053.2 over 6" C.A.B. 1,5' 7' 11.5' 7 12' 12.5'± 1 ft. east of beginning of curb return.
1052.8 1052.8 1058.0 1058.0 Elevation- 1051.107
1052.4 2 _ _ _ _ _ 1052.4 1.5' 30,5' 9 +50 1057.6 2 57x 1057.6
1052.0 I _ 1052.0 1055.2 1055.2 1057.2O� 2 _ _ 1057.2
1051.6 - - 1051.6 1054.8 1054.8 1056.8 _ 1056.8
1051.2 L -- 1051.2 1054.4 .66x - 1054.4 1056.4 i - 1056.4
1050.8 1050.8 1054.0 _ - _ _ _ 1054.0 1056.0 L 1056.0
1050.4 1050.4 1053.6 - _ - 1053.6 1055.6 1055.6
-40 -30 -20 -10 0 10 20 1053.2 - 1053.2 1055.2 1055.2
1052.8 L 1052.8 -40 -30 -20 -10 0 10 20
4+ 50 1052.4 1052.4
1053.2 1053.2 -40 -30 -20 -10 0 10 20 30 13+50
1052.8 1052.8 9 +00 1057.6 1057.6
1052.4 1052.4 1057.2 � 1057.2
2.86x - 'S h 1.80% -1.76% hrO
1052.0 1052.0 1054.8 1054.8 1056.8 1056.8
1051.6 - 1051.6 1054.4 1054.4 1056.4 1056.4
1051.2 1051.2 1054.0 _ _ _ _ _ 1054.0 1056.0 -- 1056.0
1050.8 L 1050.8 1053.6 - - - _ - _ 1053.6 1055.6 1055.6
1050.4 1050.4 1053.2 - 1053.2 1055.2 1055.2
-40 -30 -20 -10 0 10 20 1052.8 1052.8 -40 -30 -20 -10 0 10 20 LEGEND
4+00 1052.4 40 -30 -20 -10 0 10 20 301052.4 13+00
1053.2 1053.2 1057.2 0 1057.2 NEW A.C. PAVEMENT
1052.8 1052.8 8+50 1056.8 1056.8
CRUSHED AGGREGATE BASE
1052.4 1052.4 1054.8 1054.8 1056.4 71% 1709L -2.35% 1056.4
1052.0 _ _ - _ 1052.0 1054.4 6 1054.4 1056.0 - - 1056.0
1051.6 - - _ 1051.6 1054.0 1054.0 1055.6 °-- - 1055.6
1051.2 -- 1051.2 1053.6 _ - _ - - - - 1053.6 1055.2 J 1055.2
1050.8 1050.8 1053.2 - 1053.2 1054.8 1054.8
1050.4 1050.4 1052.8 1052.8 1054.4 1054.4
-40 -30 -20 -10 0 10 20 1052.4 - 1052.4 -40 -30 -20 -10 0 10 20 30 40
3+50 1052.0 40 -30 -20 -10 0 10 20 301052.0 12+50
1052.8 1052.8 8+00 1056.8 1056.8
1052.4 a' 1052.4 1056.4 ho. 1056.4
1052.0 1052.0 1054.4 1054.4 1056.0 1.75% 1056.0
1051.6 - _ - _ 1051.6 1054.0 1054.0 1055.6 - - - _ _ 1055.6
1051.2 1051.2 1053.6 1053.6 1055.2 - - - _ 1055.2
1050.8 L - - 1050.8 1053.2 _ _ - - _ _ - - - - - 1053.2 1054.8 1054.8
1050.4 1050.4 1052.8 - 1052.8 1054.4 1054.4
1050.0 1050.0 1052.4 I 1052.4 1054.0 1054.0
-40 -30 -20 -10 0 10 20 1052.0 L 1052.0 -40 -30 -20 -10 0 10 20 30
3+00 1051.6 40 -30 -20 -10 0 10 20 301051.6 12+00
1052.8 1052.8 7+50 1056.4 6 1056.4
1052.4 1052.4 1056.0 1056.0
1052.0 �� 1052.0 1054.0 0 1054.0 1055.6 _ 1055.6
1051.6 _ X '- _ _ _ _ _ 1051.6 1053.6 1053.6 1055.2 _ 2.38% - - - _ _ - 1055.2
1051.2 - 1051.2 1053.2 1 _ _ 1053.2 1054.8 - 1054.8
1050.8 - - 1050.8 1052.8 _ - _ - 1052.8 1054.4 L - 1054.4
1050.4 L 1050.4 1052.4 -- 1052.4 1054.0 1054.0
1050.0 1050.0 1052.0 1052.0 1053.6 1053.6
-40 -30 -20 -10 0 10 20 1051.6 1051.6 -40 -30 -20 -10 0 10 20 30 40
-40 -30 -20 -10 0 10 20 30
2+50 11 +50
1052.8 1052.8 7+00 1056.0 1056.0
1052.4 Jim 1052.4 1054.0 1054.0 1055.6 1055.6
1052.0 1052.0 1053.6 1053.6 1055.22 53 - - 1055.2
1051.6 _ _ _ _ 1051.6 1053.2 1053.2 1054.8 - - _ 1054.8
1051.2 1051.2 1052.8 _ _ _ 1052.8 1054.4 - 1054.4
1050.8 1050.8 1052.4 - 1052.4 1054.0 1054.0
1050.4 1050.4 1052.0 1052.0 1053.6 1053.6
1050.0 1050.0 1051.6 L 1051.6 1053.2 1053.2
-40 -30 -20 -10 0 10 20 1051.2 1051.2 -40 -30 -20 -10 0 10 20 30 40
-40 -30 -20 -10 0 10 20
11 +00
2+00 6+50
1056.0 1056.0
1052.4 1052.4 1053.6 1053.6 1055.61055.6
1052.0 h 1052.0 1053.2 1053.2 1055.2 1055.2
1051.6 1051.6 1052.8 _ _ 1052.8 1054.8 _ _ - _ _ 1054.8
1051.2 _ _ 1051.2 1052.4 _ 1052.4 1054.4 - _ - _ 1054.4
1050.8 --- 1050.8 1052.0 --- 1052.0 1054.0 - 1054.0
1050.4 -- 1050.4 1051.6 1051.6 1053.61053.6
1050.0 1050.0 1051.2 1051.2 1053.2 1053.2 - - - - - - - - - - - - -
-40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 30
1 +50 6+00 10+50
1052.4 1052.4 1053.6 1053.6 1055.6 1055.6
1052.0 ,�.6 1052.0 1053.2 4 1053.2 1055.2 1055.2
1051.6 1 1051.6 1052.8 1052.8 1054.8 2.38x _ - _ 1054.8
1051.2 _ _ 1051.2 1052.4 % - 1052.4 1054.4 _ 1054.4
1050.8 --- 1050.8 1052.0 -- _ 1052.0 1054.0 - _ 1054.0 CITY
1050.4 - 1050.4 1051.6 - 1051.6 1053.6 L - 1053.6 DESCRIPTION OF REVISION DATE,.
1050.0 1050.0 1051.2 L 1051.2 1053.2 1053.2
1049.6 1049.6 1050.8 1050.8 1052.8 1052.8 CITY OF RANCHO CUCAMONGA
-40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 30
1 +00 5+50 10+00 CROSS SECTIONS
1052.4 1052.4 1053.6 1053.6 1055.6 1055.6 6TH STREET PAVEMENT REHABILITATIO
1052.0 ,L 1052.0 1053.2 1053.2 1055.2 1055.2
1051.6 1051.6 1052.8 1052.8 1054.8 I` 1054.8
1051.2 - _ 1051.2 1052.4 AW 1052.4 1054.4 _ _ - _ - _ 1054.4
1050.8 1050.8 1052.0 - 1052.0 1054.0 - _ _ 1054.0
- _ FROM HELLMAN AVE. TO ARCHIBALD AVE.
1050.4 - 1050.4 1051.6 -- 1051.6 1053.6 - 1053.6
1050.0 1050.0 1051.2 1051.2 1053.2 1053.2 QRpFESS/ APPROVED BY: � DATE:�� y
p ,1 �(�� ` CITY ENGINEER S �/ � a, Yk ll RCE: 24953
1049.6 1049.6 1050.8 1050.8 1052.8 1052.8
-40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 30
H 3 r A DESIGN =-` c"-` - REOOMMIFNDEO
No. 24953 , PK CITY OF RANCHO CUCAMONGA
p� Exp 12-31-01 ,a IMAWN 10500 CIVIC CENTER DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
ciVI �� PK 4 of 5
OF CP``, CHECKED RC.E NO DRAWING NO.
JD iE No 1791
BENCHMARK
Cold plane 0' to 0.10' Remove exist. A.C. Found 1" round head bolt in concrete curb
and overlay 0.10' to and construct 5" A.C. Install pavement fabric and
overia 0.17' A.C. stamped "San Bernardino County BM 01670 at
0.17' A.C. Overlay, 0.17' A.C. over s" C.A.B. y northeast corner of 6th Street and Hellman Avenue,
23+00 1 ft. east of beginning of curb return.
Cold plane 0' 1 0 o Remove exist. A C. Install pavement fabric and 1.5' 7' 11.5' 12' 12.5't
and overlay 0.10' to and construct 5" A.C. p 1062.8 O 1062.8 Elevation= 1051.107
0.17' A.C. Overlay 0.17' A.C.Z over 6" C.A.B. overlay 0.17' A.C.
18+ 50 1062.4 0 0 61 X 1062.4
1062.0 N 6 0.83% N 1062.0
1061.6 1.5' 7' 11.5' 12' 12.5't 1061.6 1061.6 3.37 - ^ ` 1061.6
1061.2 0 O
0 6 � 1.60x � 1061.2 1061.2 1061.2
1060.8 0 . _ _ 1060.8 1060.8 L J 1060.8
1060.4 5 -rte 1060.4 1060.4 1060.4
1060.0 1060.0 -40 -30 -20 -10 0 10 20
1059.6L J 1059.6 22+50
1059.2 1059.2
1058.8 1058.8 1062.8 O 1062.8
-40 -30 -20 -10 0 10 20 k
1062.4 0.43 O 1062.4
18+00 1 Os2.0 3.0 0 ' 1.19% '` 1062.0
1061.6 il 1061.6
1061.6 1061.6 1061.2 1061.2
1061.2 fa 1061.2 1060.8 L J 1060.8
O•
1060.8 ° 0 67Xro 1060.8 1060.4 1060.4
° -40 -30 -20 -10 0 10 20LEGEND
1060.4 ° � _._. 1060.4
1060.0 5x - 1060.0
1059.6 -- 1 1059.6 22+00
lb
1059.2 1059.2 1062.8 ,y 1062.8 NEW A.C. PAVEMENT
1058.8 1058.8 1062.4 a' 1062.4
-40 -30 -20 -10 0 10 20 r0 0 1.10X -0.38% 0
1062.0 ° 1 062.0 CRUSHED AGGREGATE BASE
1061.6 0576 �O r ` - _ 1061.6
17+50 1061.2 L4 1061.2
1061.2 1061.2 1060.8 1060.8
1060.8 h 1060.8 1060.4 1060.4
1060.4 0.42% OrO -40 -30 -20 -10 0 10 20
2.15X �. _ 1060.4
1060.077=77:== 1060.0 21 +50
1059.6 - - -- 1059.6
1059.2 L J - 1059.2 1062.8 O 1062.8
1058.8 1058.8 1062.4 55 1062.4
1058.4 1058.4 1062.0 6 bc, 2 .So% 1062.0
-40 -30 -20 -10 0 10 20 1061.6 1061.6
17+00 1061.2 -- 1061.2
1060.8 1060.8
1060.8 1060.8 1060.4 1060.4 26+00
O
1060.4 0.88% 1060.4 1060.0 1060.0 1061.6 1061.6
1060.0 �O 1060.0 -40 -30 -20 -10 0 10 20 1061.2 44 1061.2
1059.6 % O __ 1059.6 21 +00 1060.8 3 23 O 6 ° -1.1 1 X o 1060.8
1059.2 - - -- 1059.2 1060.4 --- z_ad- 1060.4
- -
1058.8 __.__ 1058.8 1062.8 1b 1062.8 1060.0
0' - - - v ` 1060.0
1058.4 1058.4 1062.4 1062.4 1059.6 L J - 1059.6
-40 -30 -20 -10 0 10 20 1062.0 % 1062.0 1059.2 1059.2
1061.6
3,46% '� _ _ -40 -30 -20 -10 0 10 20 30
� 1061.6
16+50 1061.2 90 1061.2 25+50
1060.8 - 1060.8
1060.4 1060.4 1060.4 1060.4 1062.0 1062.0
1060.06 1060.0 1060.0 1060.0 1061.6 0 1061.6
h 0.79X ,\(O -40 -30 -20 -10 0 10 20 1 0 -0,27&-
0�
1059.6 O� 2 1059.6 1061.2 0 ,� 1061.2
1059.2 r----- -- 1059.2 20+50 1060.8 I % - 1060.8
1058.8 --�- 1058.8 1060.4 - 1060.4
1058.4 --- - 1058.4 1062.8 1062.8 1060.0 -- 1060.0
1058.0 1058.0 1062.4 1062.4 1059.6 1059.6
-40 -30 -20 -10 0 10 20 1062.0 ° • 6� 1.27% "Z 1062 0 -40 -30 -20 -10 0 10 20
16+00 1061.6 ° __ _ - - 1061.6 25+00
1061.2 1061.2
1060.0 ,y 1060.0 1060.8 1060.8 1062.4 1062.4
1059.6 1059.6 1060.4 1060.4 1062.0 1062.0
L
1059.2 ^ 0.46X O 1059.2 1060.0 1060.0 1061.6 � ro 1061.6
,� ,�. ° .
1058.8 7% ° -- _ _________ 1058.8 1059.6 1059.6 1061.2 4 6 2.01% I ° 1061.2
1058.4 -- ---- 1058.4 -40 -30 -20 -10 0 10 20 1060.8 1060.8
1058.0 ---- 1058.0 1060.4 - 1060.4
1057.6 1 1057.6 20+00 1060.0 L J 1060.0
-40 -30 -20 -10 0 10 20 1062.8 1062.8 1059.6 1059.6
15+50
1062.4 6 6�.42f 1062.4 -40 -30 -20 -10 0 10 20
1062.0 1062.0
1059.6 1059.6 1061.63.58% 2.19% 1061.6
1059.2 1059.2 1061.2 63 _ 1061.2
24+50
1058.8 % Oh 1.42 ,� h� .69% O� 1058.8 1060.8 5 5• - 1060.8 1062.4 �� 1062.4
1058.4 -_--�- - 1058.4 1060.4 1060.4 1062.0 1062.0
1058.0 - -- - 1058.0 1060.0 1060.0 1061.6 116 .18% 0.34% ,�O
1061.6 _ _ _ _ _ _ _ _ _ _ _ _ _
1057.6 -- - 1057.6 1059.6 1059.6 1061.2 % O 1061.2
1057.2 1057.2 -40 -30 -20 -10 0 10 20 1060.8 I - 1060.8
-40 -30 -20 -10 0 10 20 1060.4 1 L_ 1060.4
15+00 19 +50 1060.0 40 -30 -20 -10 0 10 201060.0
0'060 °
1059.2 1059.2 1062.4 1062.4 24+00
1058.8 1058.8 1062.0 - 1062.0
1058.4
1058.4 - 1058.4 1061.6 0 0.53x Oro 1061.6 1062.8 1062.8
1058.0 _; - - 1058.0 1061.2 O _ - - - - 1061.2 1062.4 N_ 1062.4 CRY
o 6�. DESCRIPTION OF REVISION DATEAPPR
1057.6 -- -- 1057.6 1060.8 1060.8 1062.0 ,� O 1062.0
1057.2 - 1057.2 1060.4 - 1060.4 1061.6 4 6 2'13% __. _- -- 1061.6
1056.8 1056.8 1060.0 L 1060.0 1061.2 - - - 1061.2 CITY OF RANCHO CUCAMONGA
1056.4 1056.4 1059.6 1059.6 1060.8 1060.8
-40 -30 -20 -10 ° 10 20 -40 -30 -20 -10 ° ,° 20 L J CROSS SECTIONS
1059.2 1059.2 1060.4 1060.4
'06°.° 1060.0 6TH STREET PAVEMENT R EHAB I LITATI O
14+50 -40 -30 -20 -10 0 10 20
1058.8 1058.8 19 +00
1058.4 .�` 1058.4 1062.0 1062.0 2 3+5 0
058.0 ,� 3 03 1058.0 1061.6 6 0.58x o 1061.6 ,062.8 1062.8 TO ARCHIBALD AVE.
1057.6 3 __ _ � 1057.6 1061.2 ,� 1061.2 1062.4 0 6 . • 1062.4
FROM HELLMAN AVE.
1057.2
c6l'
--- 1057.2 1060.8 ° 3'41% r _ ^ 1060.8 1062.0 0 - 6 1062.0 APPROVED BY: DATE: 0/
1056.8 5 - 1056.8 1060.4 �1% - 1060.4 1061.6 .56% �O '- __- - - 1061.6 QaOF ESS/ /
�a CITY ENGINEER, , _(� C Lv RCE: 24953
1056.4 1056.4 1060.0 1060.0 1061.2 1061.2 F �, ti� _
RECOMMMED
1056.0 L J 1056.0 1059.6 1059.6 1060.8 - 1060.8 y 3 r Q DESIGN
1055.6 1055.6 1059.2 1059.2 1060.4 1060.4 0 No. 24953 z PK CITY OF RANCHO CUCAMONGA
-40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 -40 -30 -20 -10 0 10 20 Exp. 12-3 -01 ,� p�y� 10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
CMV �� PK 5 aF 5
'F of CA&%F CHECKED R.C.E. No oRXW Mc No.
JD DAA ME No 1791
a