HomeMy WebLinkAbout4750-2EXIST.
R/W
R/W
VARIES 14.5 TO 16.5'
(� 4' _L VARIES 10' TO 12'
2.0 y I CURB & GUTTER
_�
COMMERCIAL DRIVE SLOPE
VARIES 6.4% TO 8.0%
SECTION A — A
NOT TO SCALE
WRCAL COMMERCIAL DRIVE STD. 1002 (MODIFIED)
SCALE 1" = 20'
85' }
57'
WEST
EXIST.
32'
7 -----------------
EXIST. STREET
IMPROVEMENTS
TYPICAL SECTION — SEE SHEET 3
INDUSTRIAL COLLECTOR
HEMLOCK AVENUE
TI=7
NOT TO SCALE
EXIST.
R/W EAST
---moi PROP.
2' DEDICATION
0.5'
EXIST. EXIST.
WEST R/W 32' 32' R/W EAST
PROP. PROP.
R/W 68R/W
52'
2' DEDICATION
8' 26' L 26' 8' I 2' DEDICATION
0.5' + 5' , 2.5' v
II I I EXIST. EXIST. I
CURB CURB
r_ _____________ __-----------------------------
EXIST.
_=____= _=______= — ---
4
EXIST. STREET
IMPROVEMENTS
TYPICAL SECTION — SEE SHEET 5
INDUSTRIAL COLLECTOR
ELM AVENUE 1
TI=7
NOT TO SCALE
VARIES 50' TO 70'
VARIES 36' TO 58'
VARIES
12' TO 14'
EXIST.
R/W
EXISTING RAISED
CURB M_EDIANCURB
-------------
--------+___________________________________ _---------t---------
EXISTING -------- - .
MEANDERING SIDEWALK
SIDEWALK TYPICAL SECTION
JURUPA AVENUE JURUPA AVE. IMPROVEMENTS TO BE
CONSTRUCTED PER CITY OF FONTANA
NOT TO SCALE DWG. NO. 4312
CONSTRUCTION NOTES
&_--CONSTRUCT 6 1/2- A.C. OVER 12' A.B. PER CITY STD. NO. 401 AND 402 (23,600 SF)
CONSTRUCT 8"•CURB ONLY PER CITY STD. NO. 1000
3a-- CONSTRUCT 8" CURB AND GUTTER PER CITY STD. NO. 1000
O4 -- CONSTRUCT SIDEWALK PER CITY STD. NO. 1006
5�— CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002 (MODIFIED) SEE DETAIL SHEET 2
O6 — SAWCUT AND REMOVE EXISTING AC PAVEMENT
REPLACEMENT PAVEMENT TO BE 12" FULL DEPTH A.C.
t�7 — SAWCUT AND JOIN EXIST. PAVEMENT PER DETAIL ON SHEET 2
RELOCATE POWER POLE AND GUY WIRES BY OTHERS
9�— CONSTRUCT A.C. OVERLAY (0.10' MIN.) OVER EX. PAVEMENT -HEADER CUT TO MEET 0.10
REQUIREMENT AS NECESSARY.
10 ADJUST SMH OR SDMH TO GRADE
11 REMOVE AND DISPOSE OF EXISTING CONCRETE SWALE
12 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
13 CONSTRUCT REMOVABLE CURB FACE PLATE & COVER SEE DETAIL SHEET 2
(13I_CONSTRUCT REVERSE MEDIAN TAPER PER DETAIL SHEET 4
BENCH MARK:
vw tILIiNAMINO COUNTY TBM PER FIELD BOOK 4015/848
ELEVATION - 1019.83', DATUM = 1929
RAILROAD SPIKE IN POWER POLE 171833, N.E. CORNER
POPLAR AVE. do SANTA ANA AVE. ST. FROM BM B-38.
I PLACE 3/8" THREADED
ANCHORS ON EACH SIDE
CURB TOP -f
CURB FACE
GUTTER Lip -7
REMOVABLE CL
FACE PLATE
5'-O"
N
7.
6-
00
1M
3'-0" 1 3'-0"
co
REMOVABLE CURB COVER
EX. MANHOLE LIDS
REMOVABLE CURB FACE PLATE do COVER
ALHAMBRA FOUNDRY DRAWING NO. B-40
OR APPROVED EQUAL
NOT TO SCALE
NOTES:
1. CONSTRUCT SPECIAL CURB COVER FROM 1/4- STEEL DIAMOND
PLATE 24-3/4" x 49-3/4".
2. USE 3/8- GALVANIZED FLUSH SCREWS TO SECURE COVER.
3. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
m 6
12EGORD DRAWINls
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
� S-s-�y �so �
1 REVISE STREET LIGHT STATIONS & SIDEWALKS /26/12 DML PLANS TO BRING THEM INTO CONFORMANCE WITH
IZ- STANDARDS IN EFFECT.
REV. DESCRIPTION DATE ENGR. CITY DATE
WEST EXIST. EXIST
R/W 44' 44' R/W EAST
RAW• PROP.
104' R/W
q
80'
8' DEDICATION 12' 20' 13' 114' 13' 20' 12'
VARIES 7' 7'
6' 5.5' SLOPE VARIES 17'f TO 24'f 17'f SLOPE VARIES 5.5' 6'
2.0% TO 2.57. 9 2 RAISED 2.0% TO 2.5%
I
MEDIAN 2 9 I
4 SLOPE VARIES
3 SLOPE VARIES 6 (2.2% TO 3.5%)
1 (2.5% TO 4.0%) 1 3
EXIST. STREET
IMPROVEMENTS
TYPICAL. SECTION — SEE SHEET 4
PRIMARY HIGHWAY
BEECH AVENUE
TI=9
NOT TO SCALE
EXIST.
WEST R/W
PRS. 44'
R 46'
2' DEDICATION
32'
14' 14' 12' 6' 12'
6' 7.5'
FITEXIST.
-- --- -TI � CURB
-==============------------ �-----
4 EXIST. STREET
IMPROVEMENTS
TYPICAL SECTION — SEE SHEET 6
MODIFIED SECONDARY HIGHWAY
POPLAR AVENUE
TI=9
NOT TO SCALE
44'
6" TOP SOIL
PROPOSED BEECH AVENUE
CURB ONLY I VARIES I VARIABLE
0' TO 8' THICKNESS
EXIST. AC is AC OVERLAY
& BASE_I (= MIN 1% (0.10' MIN.)
1t
I= I HEADER CUT
MIN —� _ 2%_
2%
REMOVE EXIST. AC PAVEMENT
FULL DEPTH AC FULL DEPTH AC
LEFT TURN POCKET PAVING DETAIL
NOT TO SCALE
SEE PLANS FOR OFFSET C/L
E.P. DIMENSION FROM C.L. OF STREET
SAWCUT 2' MIN
U +
AC OVERLAY w EXIST. A C.
NEW A.C. (0.1' MIN.) o
PAVEMENT 2% PAVEMENT
----- ------
NEW BASE — — — — — — —EXIST. BASE
COURSE O JOIN DETAIL couRSE
NOT TO SCALE`
A L B a B r A. CIVIL ENGINEERS
�
WEBBRIVERSIDE,
3788 McCRAY STREET
CA 92506
8 8 A B B 0 C I A r B s PH. (951) 686-1070 DRAWN BY:
a19
PREP D UNDER THE PERVISION OF:
M C44702 DESIGNED BY:
a% qw` CIA
or j� CHECKED BY:
DATE: �
SCOTT R. HIL RANDT R.C.E. C44762 RB
EAST
R/W
R
8' DEDICATION
JWC0Rp DAAW)N& As
r� 05 -0.5—/f
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
JURUPA BUSINESS PARK,r01�
STREET SECTIONS AND DETAILS DATE:
Feb 14, 2012
APPRO D BY: , a DRAWING NO.:
CIff ENGIN ER R.C.E. 51152 DATE 4750 1316