HomeMy WebLinkAbout1559 BENCHMARK ELEV: 1326.569
No. 161 CHISELED SQUARE IN WEST END CULVERT
HEADWALL SOUTH SIDE R.R. TRACKS WEST SIDE OF
ETIWANDA AVENUE SOUTH OF VICTORIA STREET.
IMPROVEMENT PLANS FOR THE REPLACEMENT OF
D D D D
D D L D
FJ CU [No
along tha East side of EtAvenue fro773 S :) uthof VSt . to Victoria St .
GENERAL NOTES: CONSTRUCTION NOTES Underground u n d
1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Q--CONSTRUCT COBBLESTONE CURB AND GLITTER PER CITY STD. 105-8 0 9 RANCHO PROJECT LOCATION
Specifications for Public Works Construction, (Green Book), 1994 Edition, and the 1995 0-CONSTRUCT 5 AC OVER C CAB Service Alert CUCAMONGA
supplement. 3�— CONSTRUCT D.A. FOR COBBLE CURB PER DETAIL 'M eo_ oy n stret Summit Avenue
4�-CONSTRUCT �' PCC DRIVEWAY Call: TOLL FREE - -
2. Public and Private utilities and substructures shown hereon are from available records. The o--CONSTRUCT C THICK PCC SIDEWALK TO LATCH EXISTING 1 -800-422-4133
Contractor shall be responsible for protecting all utilities and substructures as shown within the 6 SAWCUT AND REMOVE EXISTING
construction limits of this project and shall be responsible for any damage as a result of the � REMOVE TWO WORKING DAYS BEFORE YOU DIG A"1e111Je
construction operations. CONSTRUCT PIPE DRAIN THRU CURB PER DETAIL 'G±'
9� CONSTRUCT DEPRESSED D.A. PER DETAIL "�' AND CITY STD. 101-8 ° �"°et
3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities - 1Q CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 107-8
two working days prior to construction or regarding any problems.
11 RELOCATE g Rood
Southern California Edison Co. 909 989-5861 12 ADJUST TO GRADE ;
Southern California Gas Co. 909 335-7712 is FILL, GRADE, AND PLANT SOD. MATCH EXISTING GRASS
General Telephone Co. 800 422-4132 N ,,
Cucamonga County Water District 1909 483-7440 l
NOTES: _
Footfifi Blvd. �
4. For inspection of this project, the Contractor shall contact the Public Works Section at 477-2740 1, CONSTRUCT WEAKENED PLANE JOINTS IN NEW SIDEWALK AND DRIVEWAY TO MATCH EXISTING JOINT LAYOUTS W
ext. 2341 two working days prior to the required date. 2. PORTLAND CEMENT CONCRETE FOR DRIVE APPROACHES AND DRIVEWAYS SHALL BE 660-C-4000
3. ALL EXPOSED CONCRETE SURFACES SHALL HAVE TYPE 2 CURING COMPOUND PER SEC. 201-4.1 AND APPLIED PER SEC. 303-5.6 "fie 15 W
5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or Arrm Route W
encroachment within any City of Rancho Cucamonga easement or rights-of way.
� W
6. The Contractor shall have. a "Class 9 or "C-g' Contractors License. VI C I N ITY MAP
�' TH. S/Mi Nr TH. S/W TH. S/W 'M VARIES FROM FULL 10' CURB HEIGHT AT NOT TO SCALE
7. Contractor shaft verify afl conditions and dimensions shown on the plans at the, site prior to commencement 1/2' R. STREET TO IC AT SO MALK
of any work. All discrepeancies shall be reported for direction Immediately to the city. , WEAKENED PLANE JOINT 4' SHINER wTTH l
6 6 10' SPACING (MAX.) 1/r BACK R _ L
MATCH EXISTING S/W PATTERN INDEX:
8. Contractor shall coordinate and schedule his work to prevent conflicts with concurrent improvements _ +
to the Etiwanda Intermediate School. Coordination efforts shall also include maintaining access to the I T �wK __ 8 P 7 SECTION�"A� �� � M'" I TITLE SHM7
site. For information contact Jonathan Clarke of WLC Architects at (909) 987-0909. - +- s o 4. °F CF — — 3/,C LIP (1/f R) 2 IMPROVEMENT PLAN - 773' SOUTH OF VICTORIA Sr. 70 VICTORU ST.
a 1 R • II II C 'SHINER
_ LJLL L 1 R - _L1 _ AT FLOW LINE
9. Contractor shall prevent nuisance water from entering excavations. Sandbags and alternate drainage Or C.F. . ° ROU ED ° a ° frC.F. AND RAMP
routing may be re red at the descretion of the Citys inspector. Soil must be dry before placement CURB ' • ' x 1/7R
of concrete and AC. •MEDIUM ROOM I -'L{L '/4/Fr.
3/4 LIP °. COB RET IRNA a ° o a
A. ° a . ° °
I!•
WP JOINT SECTION 8—B
EXPANSION JOINT STA 24+03.75 W-20'
PROPOSED
STA 20+67.22 W=26' COBBLE
CURB AND
GUTTER
A DRIVE APPROACH AND SIDEWALK RAMP MAIL
1 40' R/W FROM STA 20+28
TO VICTORIA ST. (SCHOOL) (�
44' R/W SOUTH OF STA 20+28
R/W RW CL R/W IMPROVEMENTS OUTSIDE OF
INSTALL BROOKS PRODUCTS VARIES 40' - 44' VARIES 40' - 44' THE R/W ARE BY OTHERS.
18"x18" CATCH BASIN NO. CB1818
LOWER SECTION WITH GALV. FRAME SEE SCHEDULING REQUIREMENTS
PLANT SOD OVER TRENCH 17' AND SOLID STEEL PARKWAY COVER VARIES 17' — 21' '
23 23 VARIES 17 - 21 IN THE GENERAL NOTES 9.
PROPOSED CURB AND GUTTER SAWCUT CONC. PIPE ANDSTA 23+10 TO
SAWCUT, REMOVE, AND CONSTRUCT MORTAR JOINT 5' STA 24+40 STA 20+23 TO
CONSTRUCT SIDEWALK 13 STA 22+OOtt,& r
STA 20+86 AND
OUTLET 1/2" ABOVE FL OVER PIPE, MATCH I I y 1 EXISTING PARKWAYSTA 23+10 TO 24+23
STA 25+5
DESCRIPTION OF REVISION DATE CRY
SLOPE VARIE
EXISTING J tics `9" 1% TO 3°/ TE: SIDEWALK IS DEPRESSED C AT DRIVEWAYS LOCATED MPROVM.
2 1 4!
1 ! AT STA 20+67 AND 24+04, AND 6" AT STA 20+17
6 CITY OF RANCHO CUCAMONGA
EXISTING STREET b 10" CF (PROP) 12" CF (EXISTING) TITLE SHEET
3" 4 WATER
EXISTING 8• CONC. PIPE 3- GAS (DEPTH UNKNOWN) (DEPTH UNKNOWN) IMPROVEMENT PLANS FOR THE REPLACEMENT OF
TO MATCHH EXISTING
8.5' R� 18' R If an existing 4' gutter is encountered,
SLOPED T
INSTALL PVC 40 PIPE It shall be completelyremoved and COBBLESTONE CURB
GTE (DEPTH UNKNOWN the void backfilled with C.A.B.,
16' � compacted to 95%. along the east side of Etiwanda Avenue
C CURB OUTLET DRAIN TYPICAL CROSS SECTION - ETIWANDA AVENUE from 773' South of Victoria St.
1 HORIZ: 1"=10' T.I. = 6 r4641fCITY
SS/ to Victoria StSCALE VERT: 1 =2 Ow APPROVED BY: DATE:LEGEND: ENGINEER RCE: 953
No. W937 DESIGN PLAN PREPARED WENDED
CONCRETE (PROP) Exp. 06-30-96
* CSB CITY OF RANCHO CUCAMONGA
C_ke. CIVIC- �e DRAWN 10500 CIVIC CENTER DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
0 A.C. PAVEMENT (PROP) �'��� CSB 2
C
R,C.E W 7 DRAWING No.
HM WE 12-27-95 IE ND 91-02 1559
- _ BENCHMARK ELEV: 1326.569
No. 161 CHISELED SQUARE IN WEST END CULVERT
HEADWALL SOUTH SIDE R.R. TRACKS WEST SIDE OF
ETIWANDA AVENUE SOUTH OF VICTORIA STREET.
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HORIZ. SCALE: 1" =40' _
VERT. SCALE: 1"=4' i vHd i+ f+H-1- tff I I I I I I I I I I I I I I L
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 CONSTRUCTION NOTES
LEGEND: a-- CONSTRUCT COBBLESTONE CURB AND GLITTER PER CITY STD. 105-8
CONSTRUCT 5 AC OVER C CAB
CONCRETE (PROP.) �— CONSTRUCT D.A. FOR COBBLE CURB PER DETAIL "A'
A.C. PAVEMENT (PROP)
\ ( CONSTRUCT 6' PCC DRIVEWAY
(� a— CONSTRUCT 4" THICK PCC SIDEWALK TO MATCH EXISTING
® A.C. PAVEMENT REMdVALS SAWCUT AND REMOVE EXISTING
SOD ETIWANDA AVENUE STA 27+22.56 REMOVE
j � j 7� CONSTRUCT CURB OUTLET DRAIN PER DETAIL 'C'
VICTORIA STREET STA 10+00.00 I I I I I
� a— CONSTRUCT DEPRESSED D.A. PER CITY STD. 101-B AND DETAIL �
10 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 107-8
R W R W R W I I I 11 RELOCATE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I RAW 12 ADJUST TO GRADE
FILL, GRADE, AND PLANT SOD. MATCH EXISTING GRASS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I - - - - - - - - - - -
N 1 7 8 1 8 1 1 8 6 12 NOTES:
2 6 ETIWAN DA AVE. ,, CONSTRUCT WEAKENED PLANE JOINTS IN NEW SIDEWALK AND
19 _ 20 5 21 2 23 24 25 26 27 28 AND DRIVEWAY TO MATCH EXISTING JOINT LAYOUTS
t'+ _ - -- -- - - - - -- -- - - - - - -- -- - -- - - - - - -- - - - - - - -- -- -- -- - -- - - - - - -- - -- - -- - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - -y�' - - -__- - - - __ - - - - - - - -- - 2� PORTLAND CEMENT CONCRETE FOR DRIVE APPROACHES AND
- - - --- -- - - - - - - _ _ - -- -
-
'V M d . . W
- - - - - W - - - -- - - - -- -- - -- - - - - - - EXPOSED3. ALL NCR SURFACES
�u - - CT10NN303-5.6
COMPOUND PER SECTION 201 41 AND APPLIED PER SE
- - 20t
W 8 MH I O �� 330' i`�
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aZ � N m o � z 3 Q Q a M L Q U I N N VICTORIA ST.
Ci ao o a s ! o Uj a 0 N a 0 W Q1 a � � Z
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6 s' THICK 4 3 � THICK 3 a� THICK
w=16', R=e' w=26', R=11' w=20', R=11' DESCRIPTION OF REVISION DATE CRY
+ ��� "=40' ��o-
0 1 1
^� CITY OF RANCHO CUCAMONGA
z z 4. 111v_ 5
PLAN AND PROFILE SHEET
WM FOR THE REPLACEMENT OF
COBBLESTONE CURB
ry venue
MH from 773' South tof (Victoria tSt tiwan o Victoria St.
I i Q�OFESS/D
�p IIeQ ZI p ` I - '�� APPROVED BY: DATE:
�� �'� o�y�► CITY ENGINEER RCE: 4 53
I L WI III No. 36937
N� mN I I II � � DEStG�! PLAN PREPARED BY: REC0IAAlENpEp
Exp. 06-30-96 l CSB CITY OF RANCHO CUCAMONGA
r DRAWN RANCHO CUCAMONGA, CA 91730 SHM
2
SCALE: 1"=20' �, CIVIL �` % 10500 CIVIC CENTER DRIVE
of Cp's_%F ;. CSB 2 of 2
CWCKED &=AR.C.E. NO 36937. DRAWING NO.
HM DAM 12-21-96 FU ND 1- 2 1 559