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GMER411- NOM:
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
Specifications for Public Works Construction, (Green Book), 2009 Edition and including the 2010
supplement.
2. Public and Private utilities and substructures shown hereon are from available records. The
Contractor shall be responsible for protecting all utilities and substructures as shown within the
construction limits of this project and shall be responsible for any damage as a result of the
construction operations.
DEER CREEK CHANNEL BIKE TRAIL IMPROVEMENTS.o
FROM BASE LINE RD. TO HIGHLAND AVE.
3.
The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two
EXISTING 1
working days prior to construction or regarding any problems.
2
ROAD
I
Southern California Edison Co. – EMERGENCY ONLY
(800) 611 -1911
Southern California Gas Co. – EMERGENCY ONLY
800) 427 -2000
CL
Verizon Co.
909))] 469 -6340
tO—
Charter Comm. – Jun Capalong
951 343 -5171
1909
I tof 21
Cucamonga Valley Water District – EMERGENCY ONLY
987 -2591
4.
The contractor shall notify the City of Rancho Cucamonga Police
Department, The City of Rancho
Cucamonga Fire Department and any affected school district, 72
hours prior to construction
3a—
indicating any detour and /or road closures.
iESH
5.
For inspection of this project, the Contractor shall contact the Public Works Section at (909)
�ES
477 -2740, Monday – Thursday, and at least two working days prior to the construction start date.
6.
A permit shall be obtained from the City of Rancho Cucamonga
and San Bernardino County Flood
PROTECT –IN –PUCE
Control District prior to any construction or encroachment within
any City of Rancho Cucamonga
RELOCATE
easement or rights –of –way.
6o-
7. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall
take sole responsibility for the repair /replacement, at no cost to the City, for any damage to said
underground utilities, pipes and structures.
8. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to
commencement of any work. All discrepancies shall be reported for direction immediately to the City.
9. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall
possess any and all contractor licenses, in forth and class as required by any and all applicable
laws with respect to any and all of the work to be performed under this contract; Including but not
limited to a Class A° License (General Engineering Contractor) or a Specialty Class 'C -12' License
(Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Prime
Contractor in accordance with the provisions of the Contractors License Law (California Business and
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto.
EXISTING SURVEY MONUMENTATION
All existing survey monuments that will be disturbed by this project shall be referenced and reset by
the City's Construction Surveyor in accordance with Section 6771 of the California Surveyors Act.
Monuments found by research of available City records and by field survey are shown on the plans
and described as follows: (None Found)
50'
50'
TYPICAL X— SECTION
1"=10'
Underground
W Service
Alert
Call: TOLL FREE
— 800 - 422 -4133
TWO WORKING DAYS BEFORE YOU DIG
RANCHO CUCAMONGA
SPECIAL NOTES:
1. WHEN PROPOSED AC PAVEMENT MEETS EXIST. AC PAVEMENT, A VERTICAL CUT SHALL BE MADE AT THE
EXISTING AC PAVEMENT AS DIRECTED BY THE CRY'S INSPECTOR.
2. WHEN REMOVING EXISTING POSTS ON EXISTING PCC, PATCH HOLES WITH SAME MATERIALS.
3. ALL REMOVED FENCE FABRIC AND GATES SHALL BE SALVAGED AND RETURNED TO SAN BERNARDINO
COUNTY DISTRICT.
4. ALL EXCESS MATERIAL GENERATED BY GRADING OPERATIONS SHALL BE DISPOSED OF OFFSITE.
NOTE:
STEEL PIPE TO BE PROVIDED BY CITY. CONTRACTOR WILL BE
REQUIRED TO PICK UP FROM THE BARRET BASIN AND CUT STEEL
PIPE TO LENGTH. SEE EXHIBIT F IN THE SPECIFICATIONS FOR t'.V
LOCATION. V
8%" O.D. SCH 80 STEEL PIPE. FILL PIPE SOLID W /CONCRETE Q' v
1' 4' OR 8' WIDE AC PATHWAY 1' AND FORM DOMED CAP. PRIME AND PAINT W12 COATS OF GREEN G
COLOR.
3/8° GALVANIZED
CABLE
2:1 MAX. SLOPE
25 °o
/ 3 °o
2 " AC PAVEMENT
OVER COMPACTED
NATIVE SOIL EXISTING GRADE
CONCRETE FOOTING '^
SECTION A —A
2:1 MAX. SLOPE NTS 018" �--
BOLLARD DETAIL-
NOT-TO-SCALE
BASEL /NERD.
DETAIL A 1s
NTS
SHEETINDEX
1. TITLE SHEET
2. PLAN - BASE LINE RD. TO STA 35 +20
3. PLAN - STA 35 +20 TO HIGHLAND AVE.
LEGEND
EXISTING 1
2
ROAD
I
2:1 MAX
BE COMPACTED TO A RELATIVE COMPACTION OF 95 %.
SLOPE
3R
CL
4' MAX
--
tO—
OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW
I
12 10
I tof 21
TYPICAL X— SECTION
1"=10'
Underground
W Service
Alert
Call: TOLL FREE
— 800 - 422 -4133
TWO WORKING DAYS BEFORE YOU DIG
RANCHO CUCAMONGA
SPECIAL NOTES:
1. WHEN PROPOSED AC PAVEMENT MEETS EXIST. AC PAVEMENT, A VERTICAL CUT SHALL BE MADE AT THE
EXISTING AC PAVEMENT AS DIRECTED BY THE CRY'S INSPECTOR.
2. WHEN REMOVING EXISTING POSTS ON EXISTING PCC, PATCH HOLES WITH SAME MATERIALS.
3. ALL REMOVED FENCE FABRIC AND GATES SHALL BE SALVAGED AND RETURNED TO SAN BERNARDINO
COUNTY DISTRICT.
4. ALL EXCESS MATERIAL GENERATED BY GRADING OPERATIONS SHALL BE DISPOSED OF OFFSITE.
NOTE:
STEEL PIPE TO BE PROVIDED BY CITY. CONTRACTOR WILL BE
REQUIRED TO PICK UP FROM THE BARRET BASIN AND CUT STEEL
PIPE TO LENGTH. SEE EXHIBIT F IN THE SPECIFICATIONS FOR t'.V
LOCATION. V
8%" O.D. SCH 80 STEEL PIPE. FILL PIPE SOLID W /CONCRETE Q' v
1' 4' OR 8' WIDE AC PATHWAY 1' AND FORM DOMED CAP. PRIME AND PAINT W12 COATS OF GREEN G
COLOR.
3/8° GALVANIZED
CABLE
2:1 MAX. SLOPE
25 °o
/ 3 °o
2 " AC PAVEMENT
OVER COMPACTED
NATIVE SOIL EXISTING GRADE
CONCRETE FOOTING '^
SECTION A —A
2:1 MAX. SLOPE NTS 018" �--
BOLLARD DETAIL-
NOT-TO-SCALE
BASEL /NERD.
DETAIL A 1s
NTS
SHEETINDEX
1. TITLE SHEET
2. PLAN - BASE LINE RD. TO STA 35 +20
3. PLAN - STA 35 +20 TO HIGHLAND AVE.
5'
9
'
�F ZI
11 F 12 t3 �� Vv
r p6o. � ro �
W
DETAIL B
NTS
ARMY CORPS OF ENGINEERS REQUIREMENTS:
1. NO EQUIPMENT IN EXCESS OF H -10 HIGHWAY LOADING AND NO STOCKPILING
OF MATERIAL WILL BE PERMITTED ALONG THE CHANNEL WITHIN A DISTANCE OF
ONE –HALF WALL HEIGHT.
2. THE WEIGHT OF ANY PIECE OF EQUIPMENT OR TOTAL WEIGHT OF ANY
COMBINATION OF EQUIPMENT COUPLED TOGETHER USED BEHIND THE CHANNEL
WALL MAY NOT EXCEED 35,000 LBS. INCLUDING DYNAMIC FORCES PRODUCED
BY VIBRATOR EQUIPMENT.
3. CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED WITHIN ONE –FOOT OF THE
WALL
LEGEND
3" AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL
BE COMPACTED TO A RELATIVE COMPACTION OF 95 %.
®
OVERLAY SLURRY SEAL TYPE II PER SPECS.
CONSTRUCTION NOTES
tO—
OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW
AC PAVEMENT INCLUDING CRACK SEALANT (WIDTH VARIES -10' TYPICAL)
2o-
CONSTRUCT 3' AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL
BE COMPACTED TO A RELATIVE COMPACTION OF 95 %.
3a—
INSTALL PIPE GATE PER SBCFCD STD. S.P. 209
iESH
4o-
INSTALL CHAIN LINK FENCE PER CRY STD. 607
�ES
a—
REMOVE
ENTS
8a–
PROTECT –IN –PUCE
�—
RELOCATE
6o-
MATCH EXISTING
STRIPING NOTES
10
PAINT a YELLOW SOLID LINE
ARD DETAIL
11
THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE N (SAE.) PER CALTRANS
SHEET
REVISED STD. PLAN A24A AND A24D
12
INSTALL BIKE LANE SIGN (R81) PER CRY STD. 401 –B OR ON EXIST. STREET
LIGHT POLE
13
INSTALL BIKE LANE SIGN (R81A) PER CITY STD. 401 –B
14
INSTALL BIKE LANE SIGN (R81 B) PER CITY STD. 401 –B
15
INSTALL SINGLE ARROW SIGN G33 -1 (CA) BUCK ON WHITE
PER CRY STD. 401 –B OR ON EXIST. STREET LIGHT POLE
18
INSTALL DOUBLE ARROW SIGN BLACK ON WHITE PER CITY
STD. 401 -8
17
INSTALL ADA WHEELCHAIR ACCESSIBLE SIGN PER SIGN A IN APPENDIX
18
INSTALL NON – ACCESSIBLE WHEELCHAIR SIGN PER SIGN B IN APPENDIX
19
INSTALL DO NOT CROSS SIGN (R9 -3) PER CITY STD. 401 –B
20
-PEDESTRIAN ACCESS ONLY' H X 11' W, WHITE ON BLACK)
'PER-CITY
21
INSTKy1. N9 MOTGP. VEHILbe$516u(Q§3)24 "V24 °{,ND --
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22
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QER curt S.TJD. qp I— i3 12
5'
9
'
�F ZI
11 F 12 t3 �� Vv
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W
DETAIL B
NTS
ARMY CORPS OF ENGINEERS REQUIREMENTS:
1. NO EQUIPMENT IN EXCESS OF H -10 HIGHWAY LOADING AND NO STOCKPILING
OF MATERIAL WILL BE PERMITTED ALONG THE CHANNEL WITHIN A DISTANCE OF
ONE –HALF WALL HEIGHT.
2. THE WEIGHT OF ANY PIECE OF EQUIPMENT OR TOTAL WEIGHT OF ANY
COMBINATION OF EQUIPMENT COUPLED TOGETHER USED BEHIND THE CHANNEL
WALL MAY NOT EXCEED 35,000 LBS. INCLUDING DYNAMIC FORCES PRODUCED
BY VIBRATOR EQUIPMENT.
3. CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED WITHIN ONE –FOOT OF THE
WALL
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32 +00
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No. 53672
E.o. 06 -a0 -15
LEGEND
3" AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL
BE COMPACTED TO A RELATIVE COMPACTION OF 95%.
® OVERLAY SLURRY SEAL TYPE II PER SPECS.
CONSTRUCTION NOTES
o-- OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW
AC PAVEMENT INCLUDING CRACK SEALANT (WM VARIES -10' TYPICAL)
BE COMPACTED TO AA RELATIVE COMPACTION OF 95%L SHALL
Q— INSTALL PIPE GATE PER SBCFCD STD. S.P. 209
O4 - INSTALL CHAIN LINK FENCE PER CITY STD. 607
SO— REMOVE
8o- PROTECT -IN -PUCE
RELOCATE
BO- MATCH EXISTING
STRIPING NOTES
10 PAINT 4' YELLOW SOLID UNE
11 THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE) PER CALTRANS
REVISED SID. PLAN A24A AND A24D
12 INSTALL BIKE LANE SIGN (RB1) PER CITY STD. 401 -B OR ON EXIST. STREET
LIGHT POLE
13 INSTALL BIKE LANE SIGN (RB1A) PER CITY STD. 401 -8
14 INSTALL BIKE LANE SIGN (R518) PER CITY STD. 401 -B
15 INSTALL SINGLE ARROW SIGN 033 -1 (CA) BLACK ON WHITE
PER CITY SID. 401 -8 OR ON EXIST. STREET LIGHT POLE
16 INSTALL DOUBLE ARROW SIGN BLACK ON WHITE PER CITY
STD. 401 -B
17 INSTALL ADA WHEELCHAIR ACCESSIBLE SIGN PER SIGN A IN APPENDIX
18 INSTALL NON- ACCESSIBLE WHEELCWUR SIGN PER SIGN B IN APPENDIX
19 INSTALL DO NOT CROSS SIGN (R9 -3) PER CRY STD. 401 -8
2 INSTALL 'P®mmAN Awzw -ONLY SEGN (8.5' H X 1_L;_ W, W(IE ON BLACK)
1
FOR
ASoLrPOSSIBLE
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V
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TING CFWN
GATE AND
DETAIL D
NTS
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REMOVE EXIST. CHAIN LINK
FENCE, STEEL RAIL, POSTS
AND SHRUBS FROM WALL
TO WALL
4' WIDE
40+I'
CHANNEL
,.�38 +07 � DEER
W,w� 36 +00 11 _
c 10 - -�_
11
41 +00
I I -
"— 10
I _ z
li ,MOE/�
CONSTRUCT r2
MOW CURB
EXTEND MOW CURB TO MATC
EXIST. AND TAPERED TO 0'
THE PROPOSED MOW CURB
43 +00
44 +00
. E� 10 I°
1
REMOVE EXIST. RQ= AL STS
U IRON RON FE FENCE I
MOVE EXIST.
NOUGHT IRON
NCE FROM
ILL To WALL
I
--Ar- I
dR M1�
REMOVE EXIST. CHAIN REMOVE IXISf. CHAIN I \
I I LINK FENCE. STEEL RAIL a' HINGE LINK FENCE. STEEL ..._ _ /
POSTS AND MISC. POO POINT
FROM WALL TO WALL cvnu urel I m uw I
I _
ss +ao s6 +oo
G
57100
- DEER CREEk CHANNEL
59+00
HINGE
P01NE4'
NTS
POINT
OR B'R
8'R OR 2N Iii ti� a
\ I 1
60 +00
I / /
v
REMOVE EXIST.
WROUGHT IRON
FENCE AND
SHRUBS FROM —
WALL TO WALL
4' WIDE/3' AC PATHWAY,-,
61 +00
62 +00
O
SEE DETAIL D
ON SHEET 2
STA
END
I
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Z
D
53 +00
\ WA
END
64 +t
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LEGEND
3- AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL
L—J BE COMPACTED TO A RELATIVE COMPACTION OF 95 %.
® OVERLAY SLURRY SEAL TYPE It PER SPECS.
CONSTRUCTION NOTES
O— OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW
AC PAVEMENT INCLUDING CRACK SEALANT (WIDTH VARIES -10' TYPICAL)
Q_ CONSTRUCT 3' AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL
BE COMPACTED TO A RELATIVE COMPACTION OF 95 %.
a— INSTALL PIPE GATE PER SBCFCD STD. S.P. 209
O4 - INSTALL CHAIN LINK FENCE PER CITY STD. 607
SO-- REMOVE
8a- PROTECT -IN -PLACE
7O— RELOCATE
p- MATCH EXISTING
STRIPING NOTES
10 PAINT 4' YELLOW SOLID LINE
it THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE) PER CALTRANS
REVISED SID. PLAN A24A AND A24D
12 INSTALL BIKE LANE SIGN (RBI) PER CITY STD. 401 -8 OR ON EXIST. STREET
LIGHT POLE
13 INSTALL BIKE LANE SIGN (R81A) PER CRY STD. 401 -B
14 INSTALL BIKE LANE SIGN (RB1B) PER CITY STD. 401 -8
15 INSTALL SINGLE ARROW SIGN G33-1 (CA) BLACK ON WHITE
PER CITY STD. 401 -8 OR ON EXIST. STREET LIGHT POLE
16 INSTALL DOUBLE ARROW SIGN BLACK ON WHITE PER CITY
STD. 401 -B
17 INSTALL ADA WHEELCHAIR ACCESSIBLE SIGN PER SIGN A IN APPENDIX
16 INSTALL NON- ACCESSIBLE WHEELCHAIR SIGN PER SIGN B IN APPENDIX
19 INSTALL DO NOT CROSS SIGN (119 -3) PER CITY STD. 401 -B
20 INSTALL "PEDESTRIAN ACCESS ONLY- SKIN.(8�5' H X„ W. WHITE ON BLACK)
.0 21 ~ INSTALS l.W MDTOR �E}IIG>ES s16N CR5 -3) 29 "X 24° AND
fa -06AIV "HE&Yl - rvr46,AKE l-AWE SIGN CR-61) ro 6EI.00J ?H6 TZ5 -3
22 INSiAI,I, ND INOTpR VE NICLieS _SI4 N_iLit 3)- _44"Y24 r_ ON Ks wv
� °EQ GIT'I( STD, Aol -13 H /GHLAND AVE � ,:
1612 SD MH
GUARDRAIL
JOIN EXIST.
AT POST
EXISTING CHAIN
LINK FENCE
REMOVE BOULDERS AND.
ROCKS THAT INTERFERES
WITH THE IMPROVEMENTS
TRIM BUSHES THAT
Al
GATE
DETAIL E
If /
CHAIN
111 D
r._EXISTING CHAIN
LINK FENCE
4s
HINGE
HINGE
P01NE4'
NTS
POINT
OR B'R
8'R OR 2N Iii ti� a
1
4' OR 8'
ACCESS ROAD
ACCESS ROAD
BLOWUP
A
BLOWUP B
NTS
NTS
DETAIL E
THIS SHEET
No. 53672
Exp. 06 -30 -15