12 mm dia. vertical bars spaced
@100 mm o.c with screen
NOTE: CURB OPENING AT EVERY 15.00 METERS
12 mm dia. curb opening reinforcement
12 mm dia. vertical bars spaced
@100 mm o.c with screen 12 mm dia. curb opening reinforcement
10 mm dia. Longitudinal bars 10 mm dia. Horizontal ties
@ 400mm O.C.
Reinforced concrete cover (100mm thk)
10 mm dia. Longitudinal bars
10 mm dia. U-shaped horizonta0 lbars spaced @ 300mm O.C.
8% SLOPE NGL
CONCRETE GUTTER CONCRETE CURB
12 mm dia. vertical bars spaced
@100 mm o.c with screen
SEE BLOW UP DETAIL 1.a 8% SLOPE
1.50% - 3.0% SLOPE
150 MM THICK PCCP (3,500 psi) with 13 of Thickness transverse contraction joint @ every 4.50 meters
100 MM THICK BASE COURSE (min. 100% COMPACTION)
150 MM THICK SUB GRADE PREPARATION
(98% COMPACTION) 16 MM dia. RSB (0.60m spaced @ 600mm O.C) and @ every concrete pouring termination
NGL SEE BLOW UP DETAIL 1
SOIL EMBANKMENT
WAFT/ CIVIL TECH
FOODS TRADE TECHNOLOGY BLDG
CRAFT/ COSMETOLOGY
GARMENTS
E. POST E. POST E. POST E. POST E. POST E. POST
E. POST E. POST
E. POST E. POST
E. POST E. POST
E. POST E. POST
E. POST E. POST
COVERED COURT
BASKETBALL COURT
GUARD HOUSE EXISTING CHB WALL
PERIMETER FENCE
MAIN GATE
AUTOMOTIVE
PROPOSED DORMITORY 2-STOREY DORMITORY
LAUNDRY AREA
PROPOSED DRAINAGE CANAL PROPOSED DRAINAGE CANAL
PROPOSED 6.0 METER WIDE ROAD PROPOSED 3.0 M ETER WIDE ROAD
EXISTING ROAD PROPOSED DRAINAGE CANAL
BATAAN PENINSULA STATE UNIVERSITY
TECHNICAL WORKING GROUP FOR INFRASTRUCTURE
BATAAN PENINSULA STATE UNIVERSITY, ORANI CAMPUS
UNIVERSITY PRESIDENT
DR. GREGORIO J. RODIS
VICE PRESIDENT ADMIN. & FINANCE
DR. EDMUNDO C. TUNGOL
APPROVED BY:
RECOMMENDED BY:
REVISION
NO.
2
DESCRIPTION DATE
SHEET CONTENT:
LOCATION:
AR. JO-ANA Z. TANEGA AR. ROXETTE S. UMEREZ
PREPARED BY:
CHECKED BY:
PROJECT TITLE:
PPES DIRECTOR
ENGR. ALFREDO D. VALENTOS
NOTED BY:
C:\Users\User\Desktop\CJAE\logo-bpsu.png
SHEET NUMBER:
COMPLETION OF ROAD NETWORK AND IMPROVEMENT OF DRAINAGE SYSTEM
IN THE MAIN COMPOUND AND CONSTRUCTION OF DRAINAGE IN
ANNEX AT ORANI CAMPUS
