HomeMy WebLinkAboutPEDESTRIAN BRIDGE PLANI /
EL. +0'-2"
T.O. CONC. SLAB
36'-10"
SLOPE
ELF+1._1„
T� O. CONIC. CURB
ELF+0'-0"
T.O. CONC. SLAB
10
4'-0" X 5'-0" LOUVERS
6" CONIC. CAP
6" CONC. CURB SEE PLAN
FOR LOCATION
6" CONC. SLAB -
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11'-2"
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SLAB
6" CONC. ROOF
EL. +10'-6"
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8" CONIC. BLOCK W/
5/8" SMOOTH STUCCO
ON THE OUTSIDE
- - 4'-0" X 5'-0" LOUVERS
- 6" CONC. CAP
-- 5" CONC. SLAB
*EL_. +0'-Or,
T. C. SLAB
--- CONT. CONIC.
FOOTING ON WELL
COMPACTED CLEAN
FILL
1 SECTION
1. 55 0 4' 8' 16'
SCALE: 1/4" = V-0"
'A M M
1'-4iti" 1
216''-6" -- -
® 6" PVC PIPE 3'-1TL.
CONECTED TO PIT RAILING
- SLOPE
EL. -0'-5" EL. -3�'-0"
T.O. CONIC. SLAB T� O. CONC. SLAB
T.O. CONC. CURB
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THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
PEDESTRIAN BRIDGE SUPPORT
(24" SO. CONCRETE COLUMN)
PROPOSED 10'-0" WIDE
PEDESTRIAN BRIDGE
�- PROPOSED 52'-0" PRECAST -
DOUBLE T BRIDGE
ITI III III III
T�GE
Z_
J PROPOSED PIPE RACK
m (BY OTHERS)
Z
PROPOSED HANDRAILS AT 42" A,F.F,
40'-0" 1"
52'-0�
105'-0"
O
44'-0" 13'-3"
E36
11
T O. CONC. CURB % -
® _ MAN HOLE—
A1.05
DEL +Vi('-•- _ in
T.O.CONC. CURB Eh _L_._*0'6"
- T.O.NG. SLAB
4'-0" X 5'-0- LOUVERS.
TOP OF LOUVER TO BE THE:
UNDERSIDE OF CONC. BEAM
T�C. SLAB
37
13'-3"
o L o
Call CalI
'EL. +0'_6"
T. . CONC. CURB
X 5'-0" LOUVERS.
BOTTOM OF LOUVER TO BE
14" ABOVE FINISH FLOOR
EQUIPMENT PAD
Z 0 8' 16' 32'
SCALE: 1/8" = 1'-0"
FILE CO
3 FEET HIGH CONC. PAD (BELOW)
MTL. STAIR # 3
52'-04"
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP
3901 NW 1 15th AVE
DORAL, FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
9751 IMMS�13QIMi ITI7
ISSUED FOR:
CONFORM SET
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BY
2-28-08
OWN
RB
q
6-30-08
OWN
RB
A
8-27-08
CONFR. SET
RB
5
03-02-09
OWN
FD
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 AS SHOWN
Conve & AVS Inc.
""ve , .,
'A�"' 10691 North Kendall Unve, Suite 303E
Mlaml, Florida, 33176-US4.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Cone Way. Suite 400 Miami, Florida 33145
Phone:(305) 856-8935 Fax: (305)856-8936
SEAL/SI NATURkol
FRANCILI J. DOMOND, A.
AR - 9330
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
/ used on any other project
' and is to be returned on
request.
COPYRIGHT 020D6
PEDESTRIAN
BRIDGE PLAN
Z 0 8' 16, 32'
SCALE: 1/8" = 1'-0"
S H EET TITLE
PEDESTRIAN
BRIDGE PLAN
& EQUIPMENT
PAD PLAN
SHEET NUMBER
A-1.05