HomeMy WebLinkAbout2037 CITY OF RANCHO CUCAMONGA
STORM DRAIN CONSTRUCTION NOTES:
UPPER CUCAMONGA STORM DRAIN AND 1a- CONSTRUCT P.C.C. TRAP. CHANNEL, b = 8', h = 8', z = 1, PER TYPICAL
SECTION ON SHEET NO.6.
1A CONSTRUCT P.C.C. TRAP. CHANNEL, b = 10.6', h = 10 , z = 0.671 PER
STREET WIDENING IMPROVEMENTS TYPICAL SECTION ON SHEET NO.6.
2D- REMOVE EXISTING REINFORCED P.C.C. TRAP CHANNEL.
PHSE 11 - REMOVE EXISTING 24" CMP RISER WITH CONTROL PANEL INCLUDING CONC. PAD.
�- SAWCUT AND REMOVE EXISTING A.C. SERVICE ROAD AND REPLACE WITH 3" A.C.
OVER COMPACTED NATIVE.
GENERAL NOTES RANCHO CUCAMONGA 5 INSTALL 24" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
1 All work shall conform to the City of Rancho Cucamonga Standard Drawings and the SHEET INDEX 6 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329.
Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with PROJECT SITE SECTION SHEET N0.
DESCRIPTION 7 INSTALL 36" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
supplements.
2. Public and private utilities and substructures shown hereon are from available records. 1 TITLE SHEET
P CONSTRUCT CONCRETE PIPE CONNECTION PER SBCFCD STANDARD S.P. 200A.
[_1
The contractor shall be responsible for protecting all utilities and substructures as U) HILLsI E RD
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0 AVE 24TH ST STORM DRAIN IMPROVEMENTS PLAN CONSTRUCT TRAP. CHANNEL TO RCB TRANSITION PER DETAIL ON SHEET NO.6.
shown within the construction limits of this project and shall be responsible for any W w 2 FROM STA. 01+00.00 TO STA. 12+00.00
damage as a result of the construction operations. BANY sT Q Q SUMMIT AV 10 PROTECT CHAINLINK FENCE IN PLACE.
z STORM DRAIN IMPROVEMENTS PLAN
EMo > QF1 _ 3 FROM STA. 12+00.00 TO STA. 24+00.00 11 CONSTRUCT 10' W X 10' H C-I-P R.C.B PER CALTRANS STANDARD PLAN D-80.
= HIGHLANtVE z a �-
3. The contractor shall notify Underground Service Alert 1 -800-422-4133 and the following �, a
utilities two working days prior to construction or regarding any problems. Q 19TH 30 Z o Z 4STORM DRAIN IMPROVEMENTS PLAN 12 INSTALL 48" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
0 STA. 36+94.57
JFROM STA. 24+00.00 TzQ VICTORIA a
Southern California Edison Co. (909) 357-6585 BASE INE o 0 o DETAILS 13 INSTALL 90" DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
Southern California Gas Co. (909) 335-7847 Q w 5
w TRAP CHANNEL TO R.C. BOX "
Verizon Communication (800) 469-6340 " R " s D �� 14 INSTALL 96 DIA. R.C.P. STORM DRAIN, D LOAD PER PLAN.
Cucamonga Valley Water District (909) 987-2591 Q 6 LATERALS
F TRILL BLV C . LATERALS "A-1" TO "B-4" 15 CONSTRUCT MANHOLE NO.3 PER CITY OF RANCHO CUCAMONGA STANDARD
Charter Communication (909) 343-5171 _rnoe oil
w ■ ,0500 c C dE_WE DR. v, DRAWING N0. 320.
Metropolitan Water District (909) 217-6679 W > > > > ' ARROW ROUTE Z 7 HELLMAN AVENUE WIDENING
• Q m o Q a BNSF RR w M 01+00.00 TO 440' S. OF BASE LINE RD. 16 CONSTRUCT TRANSITION STRUCTURE N0.1 PER CITY OF RANCHO CUCAMONGA
4. For inspection of this project, the. Contractor. shall Contact the Public Works Section Z w _ &111111111111111 o STANDARD DRAWING NO. 334.
at 477-2740 Ext. 4077 two working days prior to the required date. ' = Q 6TH ST 0 cn of 8 SECTIONS DETAIL
0 17 REMOVE EXISTING R.C.P. STORM DRAIN.
in
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 4TH ST
encroachment within an Cit of Rancho Cucamonga right-of-way. 18 CONSTRUCT JUNCTION STRUCTURE N0.1 PER CITY OF RANCHO CUCAMONGA
construction or y y g
VICINITY MAP STANDARD DRAWING N0. 330.
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City NOT TO SCALE 19 CONST. SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior CUCAMONGA STANDARD DRAWING NO. 339.
to construction indicating any detour and/or road closures. 4. Traffic control and safety shall be maintained by the Contractor in accordance with the
standard of the State of California Business Transfortation and Housing Agency, Department CONST. JUNCTION NO.2 PER CITY OF RANCHO CUCAMONGA STANDARD
7. Contractor shall have a "Class A" Contractor Licence. of Transportation ( Caltrans State of California Manual of Traffic Controls for Construction
and "Maintenance Work Zone (S.A.F.T.) 1990 Editon, the special provision. Traffic control and DRAWING N0. 331.
EXISTING SURVEY MONUMENTATION safety devices shall be placed and maintained to the satisfaction of the Engineer. No such CONST. BLANKET PROTECTION PER CITY OF RANCHO CUCAMONGA STANDARD
All existing survey monuments that will be disturbed by this project shall be referenced and devices shall be removed or relocated without approval of the Engineer. DRAWING NO. 340.
reset by the City Construction Surveyor in accordance with Section 8771 of the California
5. Contractor shall locate existing loop detectors and restore in place after installation of the
Surveyors Act. Found monuments are shown on the plans and described as follows:
proposed storm drain. REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN, PIPES, STRUCTURES
(FOUND) MANHOLES, CATCH BASINS ETC.
6. Prior to performing any excavationof the project the Contractor shall submit shoring drawings
to the City Engineer for approval, f such shoring does not conform to the State of California �3 - RELOCATE EXISTING 30" WATER LINE AND 42" CASING BY OTHERS.
i
STRIPING GENERAL NOTES Construction Safety Orders dealing with excavations and trenches as issued by the Division of
Industrial safety then shoring calculations and drawings shall be prepared by a California INSTALL CHAIN LINK FENCE ON TOP OF TRAP. CHANNEL WALL PER S.B.C.F.C.D.
1 . All details and dimensions for traffic striping and markings and the installation thereof shall conform Registered Civil Engineer. SPEC. DRWG. II.
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 7. Design of the R.C.P. shown on the contract drawings is based on the assumption the pipe will �- INSTALL CHANNEL WALL STEPS PER S B C F C D S.P.-214A AND S.P.-147 FOR
be installed in accordance with the pipe bedding detail as shown on City of Rancho Cucamonga ' '
Std. Dwg. No. 341 . If the trench width exceeds the outside diameter of the conduit plus 20 inches DETAIL, INCLUDING 4 WIDE CHAIN LINK WALK GATE.
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall g• • • p
conform to the Standard Specifications for Public Works Construction and the following provisions. the bedding shall be modified and/or pipe of additional strength shall be provided. The proposed
modification shall be approved by the City Engineer.
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. 8• Trench backfill shall conform to the Cit of Rancho Cucamonga Std. Dwg. No.120 and shall be BENCH MARK NO. 10048
Y 9 9
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. verified by compaction tests to the satisfaction of the Engineer or his representative. 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER
9, Compaction tests of embankment construction, trench backfill, compacting original ground CUCAMONGA CREEK FLOOD CONTROL CHANNEL
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation STAMPED "CITY OF RANCHO CUCAMONGA BM
of striping and markings. and all sub-grades shall be performed by an independent testing firm and the City will bear the 10048 1987 AT S.W. CORNER OF CARNELIAN
cost of said testing. The costs of all other tests: including the retesting of those that fail the STREET AND RED HILL COUNTRY CLUB ROAD,
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of first test, shall be borne by the contractor. A written report with these compaction tests will be 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET
striping and markings. submitted to the City Engineer. ELEV.=1302.317
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to 10. Paving replacement along the trench shall be per City Standard plan no. 120. If aggregatebase
installation of new or replacement striping and markings. exist, the contractor shall replace aggregate base to match existing and all cost shall be included
in the bid item per linear foot for reinforced concrete pipe. COUNTY OF SAN B ERN ARDI N O
F. All striping and pavement markings installed on new road surfaces shall beapproved low VOC type, 11 . Estimate of quantities is provided by the Engineer solely for the convenience of the DEPARTMENT OF P WORKS
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the Contractor. The Contractor shall make his own determination of construction quantities
first, unless otherwise noted. . DESIGNED BY DRAWN BY CHECKED BY APPROVED BY:
before submitting a bid. Any item of work required by these plans which is not specificallyRD2 RD2 CH
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), listed in the estimate of quantities shall be considered as included in the other items of work. SUBMITTED BY:
unless otherwise noted. 12. Locations of catch basins connection pipe junctions with catch basins shown on the drawings Underground Service Alert RECOMMENDED/APPROVED BY C.D.E.
ASST. DIRECTOR OF PUBLIC WORKS DATE
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping are schematic. It is intended that such 'unctions be located at the downstream end of theFORE
g� Yo /g0 ESS�04-,
and markings to the satisfaction of the City Engineer. catch basin unless a detail of the connection is shown or a note specifically indicates G o ap� '9t
s will be determined in the fields b the Engineer Call: TOLL FREE ��c. �� •y�, � FLOOD CONTROL DEPARTMENT DIRECTOR OF PUBLIC WORKS DATE
p otherwise, in all cases the exact location y g y 3
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control to meet field conditions. 1 -800• - Zmeasures in accordance with the cit and state standards. ►►►,>/ 0 No. 24953 mYCITY OF RANCHO CUCAMONGA
13. Sanitary sewers and house connections crossing over the storm drain trench shall be 422-4133 * Exp. 12-31-07
J. Temporary or construction striping and markings shall be in accordance with the city and state standards supported in accordance with the City of Rancho Cucamonga Std. Dwg. no.339 and encased per ,� �.
and as directed by the City Engineer. general note No.5 on said Std. Dwg. House connections shall be prepared per City of Rancho TWO WORKING DAYS BEFORE YOU DIG gr , ��"' �� TITLE SHEET
Cucamonga Standard Drawing No. 339, case 3.
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STORM DRAIN GENERAL NOTES 14• When indicated on the drawings sanitary sewers and lateral connections shall be encased or
UPPER CUCAMONGA STORM DRAIN
1 . AllPiP elines or substructures of any kind, telephone or power poles, water meters, waives, blanketed in accordance with City of Rancho Cucamonga Standard Drawing No. 340. AND STREET WIDENING IMPROVEMENTS
fire hydrants, etcetera, shown or not shown on these plans within the right-of-way limits 15. Locations shown on the contract drawings for existing sanitary sewer house connections are
or in adjacent areas where improvement work is to be done shall be removed relocated, or PHASE II
J P approximate only. The Contractor shall field locate laterals.
protected in place as required at no extra cost to the City of Rancho Cucamonga.
16. Cit approval of these plans does not relieve the Contractor from responsibility for the APPROVED BY: ', DATE:/d
2. An Contractor performingwork on this project shall familiarize himself with the site and correction of error and omission discovered duringconstruction upon pre request the required CITY ENGINEER RCE: 2 953
shall be sole) responsible for an damae to existing facilities resulting direct) or p q q
Y P Y 9 9 9 Y plan revisions shall be promptly submitted to the City Engineer for approval. DESIGN PLAN PREPARE BY: ttE M�m
indirectly for his operations, whether or not such facilities are shown on these plans. RD2 �J-
17. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly CITY OF RANCHO CUCAMONGA
3. The Contractor shall .reconstruct, replace or repair existing structures, pavement, state throughout construction site shall be cleaned upon request of the inspector. Rr^®"9K%6-nWe1 P%VA*'-01F.wA10500 CIVIC CENTER DRIVE
ncY •m DRAWN RANCHO CUCAMONGA, CA 91730
curb and utter unlit lines and other appurtenances affected by the installation � � ���`"�`%"`�' To �'�"'`'s~ rrti°U�FT y Z� �� �� RD2 1 of 8
g y pp 18. The final surface layer of asphaltic concrete roadway pavement shall not be placed until all
of the storm drain system. utilities and utilitylaterals within the roadwayhave been installed and all unacceptable parkway Cmr CHECM 2495 DMWING NO.
p p Y DESCRIPTION OF REVISION DATE C N.c.� No 2037
and roadway improvements are removed and replaced to the satisfaction of the City Engineer. NO. APPROVED: H DATE RLE NO
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HEREON
CONSTRUCT 4 -INCH THICK SIDEWALK
CONSTRUCT CURB AND GUTTER
TYPE A2-8, W = 1.5'
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SECTION DoD (HELLMAN AVENUE WIDENING)
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EAST R/W
30'-33'
22' 1 0 8'-11'
_ EXIST. TREES EXIST. HANDRAIL-
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HEREON.
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TYPE A2-8, W = 1.5'
NTS
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CONSTRUCT RET. ROCK WAL
VARIES HEIGHT, SEE DETAIL Ll
HEREON
CONSTRUCT 4 -INCH THICK SIDEWALK
CONSTRUCT CURB AND GUTTER
TYPE A2-8, W = 1.5'
EXIST. ROWS OF TREES
TO BE REMOVED
J EXIST. CULVERT
`�...�" TO BE REMOVED
EXIST. GUARD RAIL
TO BE REMOVED
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SECTION DoD (HELLMAN AVENUE WIDENING)
AT 7418 HELLMAN AVENUE
EAST R/W
30'-33'
22' 1 0 8'-11'
_ EXIST. TREES EXIST. HANDRAIL-
AND SIDEWALK
f -TO BE REMOVED TO BE REMOVED
EXIST. CULVERT O -L
TO BE REMOVED /
EXIST. CULVERT
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TO BE REMOVED
EXIST. GUARD RAIL
/
TO BE REMOVED
CUT
CUT
1.7 TO 2.50 q 1.70 TO 2.507;
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FILL EXIST. AC PAVEMENT
TO BE REMOVED
EXIST. GRATE C.B.
TO BE REMOVED
EXIST. GRATE C.B.
TO BE REMOVED
CONSTRUCT RET. ROCK WALL
VARIES HEIGHT, SEE DETAIL
HEREON.
CONSTRUCT 4 -INCH THICK SIDEWALK
CONSTRUCT CURB AND GUTTER
TYPE A2-8, W = 1.5'
CONSTRUCT A.C. PAVEMENT,
OVER AGGREGATE BASE
SEE PAVEMENT REPLACEMENT
DETAIL
HELLMAN AVENUE -TYPICAL CROSS SECTION (WIDENING)
NTS
2"
CCR
b
f2"
MIN
FOOTING STEP DETAIL
MASONR Y GARDEN WALL NTS
NTS