HomeMy WebLinkAbout2031 CITY OF RANCHO CUCAMONGA
FOOTHILL BOULE"RD STORM DR IN IMPROVEMENTS
NDP VEMENT REH BILITATION STORM DRAIN CONSTRUCTION NOTES:
a- INSTALL 84" RCP, STORM DRAIN, D LOAD PER PLAN.
FROM RAMONA AVENUE TO HERMOSA AVENUE INSTALL 72" RCP, STORM DRAIN, D LOAD PER PLAN.
GENERAL NOTES
3 INSTALL 36" RCP, STORM DRAIN, D LOAD PER PLAN.
4
1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the INSTALL 24" RCP, STORM DRAIN D LOAD PER PLAN.
RANCHO CUCAMONGA �-
Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with INSTALL 48" RCP, STORM DRAIN, D LOAD PER PLAN.
supplements. --�_1 6�- CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319.
_ _ 7
2. Public and private utilities and substructures shown hereon are from available records. SHEET INDEX CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321.( ------------ - - -- -: _ - -
The contractor shall be responsible for protecting all utilities and substructures as I ( SECTION SHEET NO. DESCRIP11ON �-- CONSTRUCT JUNCTION STRUCTURE NO.2 PER RANCHO CUCAMONGA STD. DWG. NO. 331.
shown within the construction limits of this project and shall be responsible ' "'
p p for any ILEQ �S AVE I ♦- 24TH I . 9�-- CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE
damage as a result of the construction operations. a , Q - SUMMIT A 1 TITLE SHEET PLAN FOR "W AND V.
T _ _
'���� =" 10 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA
3. The contractor shall notify Underground Service Alert 1 -800-422-4133 and the following �_ N AV Q 1 30 z STORM DRAIN IMPROVEMENTS PLAN STANDARD PLAN N0. 308.
utilities two working days prior to construction or regarding any problems. ❑� 19TH � so p Z HIGHLAN vE ng. 2 FROM STA. 01+00.00 TO STA. 09+00.00
Z 11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307.
Southern California Edison Co. (909) 357-6585 = Z J VICTOR PARK
STORM DRAIN IMPROVEMENTS PLAN CASE A OR CASE B FOR SUMP.
f'�^ry�I` 3 FROM STA. 09+00.00 TO STA. 15+16.91
1 Z J
Southern California Gas Co. (909) 335-7847 Z BASE uN RD
Y 12 REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN PIPE OR RC BOX CULVERT
Verizon Communication (800) 469-6340 a� Q W 4 STORM DRAIN IMPROVEMENTS PLAN AND PLUG WITH MORTAR AND BRICK FILL CMP PIPE WITH CONCRETE SLURRY 1 SACK
J'
I W c RCH LATERALS-FROM "A-1" THROUGH "A-6" '
Cucamonga Valley Water District (909) 987-2591 mEIF ® o TO THE SATISFACTION OF THE CITY INSPECTOR.
Charter Communication 909 343-5171 F TRILL BL PAVEMENT REHABILITATION "
( ) W D �. 5 FOOTHILL BOULEVARD 13 BREAKIN INTO EXIST. CATCH BASIN AND JOIN, REMOVE EXIST. 24 CMP AND REPLACE
Metropolitan Water District (909) 217-6679 Q a� W1 R FROM RAMONA AVENUE TO HERMOSA AVE. TO 24 RCP.
Z STRIPING PLAN
4. For inspection of this project, the Contractor shall Contact the Public Works Section BNSF RR '' z 6 FOOTHILL BOULEVARD 14 CONSTRUCT PIPE CLOSURE TYPE "A" PER S.B.C.F.C.D. STD. PLAN S.P. 176.
at 477-2740 Ext. 4077 two working days prior to the required date. s a FROM RAMONA AVENUE TO HERMOSA AVE.
W srH ST $ - o N 7 DEVON STREET PAVEMENT REHABILITATION 15 REMOVE EXISTING PIPE CLOSURE.
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 1__-__ 4TH ST 16 PROTECT IN PLACE.
construction or encroachment within any City of Rancho Cucamonga right-of-way.
RO�TaCT SITa 17 BREAKIN INTO EXIST. MANHOLE OR TRANSITION STRUCTURE, REMOVE EXIST. STORM DRAIN,
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City yl . wp JOIN AND REPLACE TO NEW RCP, SEE LATERAL PROFILE FOR SIZE.
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior Wr M W 18 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DRAWING NO. 329.
to construction indicating any detour and/or road closures.
7. Contractor shall have a "Class A" Contractor Licence. 4. Traffic control and safety shall be maintained by the Contractor in accordance with the 19 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO
standard of the State of California Business Transfortation and Housing Agency, Department
CUCAMONGA STANDARD DRAWING N0. 339.
EXISTING SURVEY MONUMENTATION of Transportation ( Caltrans ) "State of California Manual of Traffic Controls for Construction CONSTRUCT CONCRETE BLANKET PROTECTION PER CITY OF RANCHO CUCAMONGA STANDARD
All existing survey monuments that will be disturbed by this project shall be referenced and and "Maintenance Work Zone (S.A.F.T.) 1990 Editon, the special provision. Traffic control and DRAWING NO.340.
reset by the City Construction Surveyor in accordance with Section 8771 of the California safety devices shall be placed and maintained to the satisfaction of the Engineer. No such
Surveyors Act. Found monuments are shown on the plans and described as follows: devices shall be removed or relocated without approval of the Engineer. STREET IMPROVEMENTS CONSTRUCTION NOTES
(FOUND) 5. Contractor shall locate existing loop detectors and restore in place after installation of the
2�1 - 0.12' COLD PLANE AND 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE,
F.D. 1 " IRON LOCATED AT INTERSECTION OF RAMONA AVENUE AND FOOTHILL BOULEVARD proposed storm drain. ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY).
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6. Prior to performing any excavation of the project the Contractor shall submit shoring drawings �-- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS, SEE STRIPING PLAN
to the City Engineer for approval, if such shoring does not conform to the State of California ON SHEET 6.
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 �-- PROTECT IN PLACE (MH, WATER VALVES, GAS VALVES, P.C.C. VAULT AND
1 . All details and dimensions for traffic striping and markings and the installation thereof shall conform Registered Civil Engineer. OTHER APPURTENANCE.)
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City 7. Design of the R.C.P. shown on the contract drawings is based on the assumption the pipe will
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. be installed in accordance with the pipe bedding detail as shown on City g of Rancho Cucamonga �-- SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT, 0.83' THICK ASPHALT CONCRETE
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall Std. Dwg. No. 341 . If the trench width exceeds the outside diameter of the conduit plus 20 inches SEE PAVEMENT REPLACEMENT DETAIL ON SHEET NO.5.
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 �- JOIN EXISTING (SEE DETAIL HEREON).
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. 8. modification shall be approved by the City Engineer.Trench backfill shall conform to the City of Rancho Cucamonga Std. Dwg. No.120 and shall be 6 - SAWCUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF
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. RANCHO CUCAMONGA STANDARD DRAWING NO.104 OR TO MATCH EXISTING.
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation 9. Compaction tests of embankment construction, trench backfill, compacting original ground �-- REMOVE EXISTING 60-INCH TREE, INLUDING ROOTS AND STUMP.
of striping and markings. and all sub-grades shall be performed by an independent testing firm and the City will bear the
cost of said testing. The costs of all other tests, including the retesting of those that fail the �-- SAWCUT, REMOVE AND REPLACE CROSS-GUTTER PER CITY OF RANCHO CUCAMONGA
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 STANDARD DRAWING NO.106-A OR TO MATCH EXISTING.
striping and markings. submitted to the City Engineer.
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 aggregate base �'- SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT, 0.50' THICK ASPHALT CONCRETE
installation of new or replacement striping and markings. exist, the contractor shall replace aggregate base to match existing and all cost shall be included SEE PAVEMENT REPLACEMENT DETAIL ON SHEET N0.7.
in the bid item per linear foot for reinforced concrete pipe.
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 11 . Estimate of quantities is provided by the Engineer solely for the convenience of the Underground Service /Alert rMsl
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 FOREafirst, unless otherwise noted. (a(Irm
before submitting a bid. Any item of work required by these plans which is not specificallyCall. TOLL FREE _
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. No. 24953 Zunless otherwise noted. 1 -800
12. Locations of catch basins connection pipe junctions with catch basins shown on the drawings
111 * Exp. 12-31-05
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping are schematic. It is intended that such junctions be located at the downstream end of the 422-4133 Civ��-
and markings to the satisfaction of the City Engineer. catch basin unless a detail of the connection is shown or a note specifically indicates
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otherwise, in all cases the exact locations will be determined in the fields by the Engineer TWO WORKING DAYS BEFORE YOU DIG
of �,
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control
measures, in accordance with the city and state standards. to meet field conditions.
13. Sanitary sewers and house connections crossing over the storm drain trench shall be CITY OF RANCHO CUCAMONGA
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 TITLE SHEET
Cucamonga Standard Drawing No. 339, case 3.
STORM DRAIN GENERAL NOTES 14. When indicated on the drawings sanitary sewers and lateral connections shall be encased or FOOTHILL BLVD-STORM DRAIN IMPROVEMENTS
1 . All pipelines or substructures of any kind, telephone or power poles, water meters, walves, blanketed in accordance with City of Rancho Cucamonga Standard Drawing No. 340. AND PAVEMENT REHABILITATION
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 FROM RAMONA AVENUE TO HERMOSA AVENUE
or in adjacent areas where improvement work is to be done, shall be removed, relocated, or approximate only. The Contractor shall field locate laterals.
protected in place as required at no extra cost to the City of Rancho Cucamonga.
16. City approval of these plans does not relieve the Contractor from responsibility for the APPROVED BY: DATE:
2. Any Contractor performing work on this project shall familiarize himself with the site and correction of error and omission discovered during construction, upon request the required CITY ENGINEER RCE: 24953
shall be solely responsible for any damage to existing facilities resulting directly or plan revisions shall be promptly submitted to the City Engineer for approval. PLAN PREPARED BY: 111111lpprpNpED
indirectly for his operations, whether or not such facilities are shown on these plans.
17. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly RD2 CITY OF RANCHO CUCAMONGA
3. state throughout construction site shall be cleaned upon request of the inspector. o� 10500 CIVIC CENTER DRIVE sir
The Contractor shall reconstruct, replace or repair existing structures, pavement, RANCHO CUCAMONGA, CA s1�3o
curb and gutter utility lines and other appurtenances affected by the installation 18. The final surface layer of asphaltic concrete roadwaypavement shall not be laced until all � RD2 1
of the storm drain system. utilities and utility laterals within the roadway have een installed and all unacceptable parkway �► CHEOM No. 7
and roadway improvements are removed and replaced to the satisfaction of the City Engineer. N0. DESCRIPTION OF REVISION DATE �� CH or►� ME NO 2031
NORTH R/W 120' SOUTH R/W
48' --j— 40'
2 —39'-50' 4'-414' TAP CAP
MEDIAN
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PAVEMENT REPLACEMENT DETAIL FOOTHILL BOULEVARD TYPICAL CROSS SECTION
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JOIN FOR OVERLAY. r .
OVERLAY JOIN DETAIL
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STREET IMPROVEMENTS CONSTRUCTION NOTES 26 24
26 24 23 I *Z
21 0.12 COLD PLANE AND 0.12 ARHM OVERLAY. (NOTE: AFTER COLD PLANE, CITY OF RANCHO CUCAMONGA
ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4.
FOOTHILL BOULEVARD HERMOSA AVENUE
OR LARGER PRIOR TO OVERLAY).
PLAN
�— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS, SEE STRIPING PLAN
ON SHEET 6. FOOTHILL BO U LEVAR D
�— PROTECT IN PLACE (MH, WATER VALVES, GAS VALVES, P.C.C. VAULT AND PAVEMENT REHABILITATION
OTHER APPURTENANCE.) FROM RAMONA AVENUE TO HERMOSA AVENUE
r4 — SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT, 0.83' THICK ASPHALT CONCRETE NOTE: AFTER REMOVALS OF LIFTED CURB AND GUTTER, THE CONTRACTOR _ _
SEE PAVEMENT REPLACEMENT DETAIL HEREON. SHALL NOTIFY THE CITY INSPECTOR TO HAVE CITY MAINTENANCE APPROVED BY: DATE: / ��
CREWS INSPECT CONDITION OF ROOTS AND HEALTH OF TREE. Underground Seance Alert CITY ENGINEERS RCE: 24953
JOIN EXISTING (SEE DETAIL HEREON). ORE YOG Call: TOLL FREE DESIGN �
PLAN PREPARED BY: RECowDED
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SAWCUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF Roe CITY OF RANCHO CUCAMONGA
DRIVE %dT
RANCHO CUCAMONGA STANDARD DRAWING NO.104 OR TO MATCH EXISTING. ����� 1 -800 RANCHO 10500 UC CENTER, CA 91730
�— REMOVE EXISTING 60-INCH TREE, INLUDING ROOTS AND STUMP. 422-4133 0 � 5 of 7
CHECKED R.C.E. NO 2.4M DRAWING N0.
TWO WORKING DAYS BEFORE YOU DIG NO. APPRovElk. CH DATE FILE ND 2031
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25 PAVEMENT REPLACEMENT DETAIL
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STRIPING NOTES NORTH OR WEST SOUTH OR EAST
1 REMOVE do REPLACE AFFECTED LOOPS PER LOOP PLACEMENT RAI r Pu" R�w
— DETAIL HEREON.
0— PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC. I 21 22 I
I a— PAINT 12" SOLID WHITE STRIPE. i
4�— PAINT 4" WHITE DASHED STRIPE AND INSTALL WHITE CERAMIC BOTT DOT
3 — PER CITY STANDARD DRAWING NO. 133. �~ `�� ; 6~
PER OFow
2 PAINT 4" YELLOW DASHED STRIPE. `a oo�`�' ��000��0 2 �. CL —
INSPECTOR 0+00 11+00 0000 °000
DEVON ST �- PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS PER 0 y� o�
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CITY STANDARD DRAWING NO. 133. g
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�- PAINT 4" WHITE SOLID STRIPE AND INSTALL CERAMIC BOTT DOT. ROUTE AND CRACK SEAL VISIBLE CRACKS
I 3 � _
1/4 OR LARGER PRIOR TO OVERLAY (TYP.)
07 — PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY AFTER COLD PLANE.
9 � AVE N STANDARD DRAWING N0. 133.
ARCHIBALD AVE. AND DEVON STE
19' 11' 10 11' 13' 8�— PAINT 4" SOLID YELLOW STRIPE AND INSTALL TYPE "H" MARKERS PER CITY OF TYPICAL CROSS SECTION
STANDARD DRAWING NO. 133.
a—
`_' INSTALL HYDRANT MARKERS PER CITY STD. NO. 134.
NTS
s PER CITY STANDARD N0. 133.
W +
I I8. STREET IMPROVEMENTS CONSTRUCTION NOTES
Q I
Q 5 21 0.12' COLD PLANE AND 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE,
Q ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4-
OR LARGER PRIOR TO OVERLAY).
s �— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS, SEE STRIPING PLAN
L%QCITY
8 HEREON. DESCRIPTION OF REVISION DATE
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PROTECT
H, WATER VALVES, GAS VALVES, P.C.C. VAULT AND CITY OF RANCHO CUCAMONGA
19 11 10 OTHERAPPURTENANCE.)
11 113
2 — SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT, 0.83' THICK ASPHALT CONCRETE PLAN
N + SEE PAVEMENT REPLACEMENT DETAIL ON SHEET NO.5. DEVON ST, PAVEMENT REHABILITATION
0— JOIN EXISTING (SEE DETAIL SHEET 5). FROM ARCHIBALD AVE. TO E OF RAMONA AND
.e. � 0— SAWCUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY OF ARCHIE&D AVE. PAVEM REHABILITATION
RANCHO CUCAMONGA STANDARD DRAWING NO.104 OR TO MATCH EXISTING. FROM DEVON ST. TO 200' SOUTH
DEVON ST - 0— REMOVE EXISTING 60—INCH TREE, INLUDING ROOTS AND STUMP. ovESS�
Qa otic APPROVED BY: DATE:
2 SAWCUT, REMOVE AND REPLACE CROSS—GUTTER PER CITY OF RANCHO CUCAMONGA � �� �{�� CITY ENGINEER RCE: 4953
STANDARD DRAWING NO.106—A OR TO MATCH EXISTING. y 3' Zz DEMI PLAN PREPARED BY:
No. 24953 =
29 SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT, 0.50' THICK ASPHALT CONCRETE Exp. 12-31-05PK CITY OF RANCHO CUCAMONGA
SEE PAVEMENT REPLACEMENT DETAIL ON SHEET NO.7. * 10500 CIVIC CENTER DRIVE
* RANCHO CUCAMONGA, CA 91730
CIVil- PK 7 OF 7
OF CAIN
CHECM R.C.E. No ORAWM NO.
MP DATE FU No 2031