SAN-17 DRAINS_ BOXES DETAILS.pdf
PDF 444 KB Posted
- Attached to
- Guatemala - Wastewater Treatment
- Solicitation number
- 19GT5026Q0007
About this file
This document is a set of architectural construction drawings for drainage boxes and sewage infiltration systems at PNC Barracks in Guatemala City, dated November 2023. The drawings were prepared by Ovalle Nájera Arquitectos and include detailed plans, sections, and top structure views for multiple specialized concrete boxes.
The project specifications include five primary drainage system components: a screening box, chlorine contact box, sampling box, chlorinator box with water supply and tablet chlorination system, and a trap box, along with an infiltration pit for sewage treatment. All boxes feature reinforced concrete construction with specific rebar reinforcement details (primarily No. 3 bars at 0.15-meter spacing), concrete maintenance access covers, inlets and outlets, and gravel-lined bases. The drawings contain precise dimensional specifications in meters, reinforcement details following ACI 318-14 code section 25.4.3 requirements, and a typical bottom slab reinforcement detail showing required lap lengths for various bar sizes. The infiltration pit includes a concrete pipe with perforations, structural mesh, and a plastic drain curb with vent lines extending to the roof. All drawings are presented at 1:20 scale with cross-sectional views showing inlet/outlet configurations, interior reinforcement placement, and connection details for the integrated water treatment system.
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Text version
1.40
0.
No. 3 @ 0.15
REINFORCED CONCRETE
0.15
0.
1.40
0.20 1.00
0.20
0.
0.
0.
0.
No. 3 @ 0.15
REINFORCED CONCRETE
INLET OUTLET
0.40
OPENING
0.15
1.40
0.20 1.00 0.20
OUTLET
No. 3 @ 0.15
0.
0.10
14" FLAT IRON
GRATE
@. 1"
INLET
REINFORCED CONCRETE
0.
No. 3 @ 0.15
REINFORCED CONCRETE
CONCRETE BASE FLOOR
CONCRETE MAINTENANCE
DETAIL ON SHEET A-22
OPENING
0.40
COVER, SEE ARCHITECTURAL
0.05 0.05 0.05
0.20 0.20
0.
1.
0.
0.075 No. 3 @ 0.13
REINFORCED CONCRETE
1.30
0.15 1.00 0.15
0.
0.15
0.
0.15
No. 3 @ 0.15
REINFORCED CONCRETE
INLET
OUTLET
0.40
OPENING 0.15
1.30
0.
70 No. 3 @ 0.15
REINFORCED
CONCRETE
0.15
0.
1.30
0.15 1.00 0.15
1.
0.
INLET
OUTLET
No. 3 @ 0.15
REINFORCED CONCRETE
No. 3 @ 0.15
REINFORCED CONCRETE
CONCRETE BASE FLOOR
CONCRETE MAINTENANCE
DETAIL ON SHEET A-22
OPENING
0.40
COVER, SEE ARCHITECTURAL
0.10
0.05 0.05 0.05
0.
0.
0.075
0.
No. 3 @ 0.13
REINFORCED CONCRETE
0.20 0.20
1.
1.30
0.15 1.00 0.15
0.
0.15
0.
0.15
No. 3 @ 0.15
REINFORCED CONCRETEPVC PLATE WITH
TRIANGULAR HOLE
(e=5 mm)
OUTLET
INLET
0.40
OPENING 0.15
1.30
0.
70 No. 3 @ 0.15
REINFORCED
CONCRETE
0.15
0.
1.30
0.15 1.00 0.15
No. 3 @ 0.15
1.
0.10
0.
PVC PLATE WITH
TRIANGULAR HOLE
(e=5 mm)
No. 3 @ 0.15
REINFORCED CONCRETE
INLET
OUTLET
REINFORCED CONCRETE
No. 3 @ 0.13
REINFORCED CONCRETE
CONCRETE BASE FLOOR
CONCRETE MAINTENANCE
DETAIL ON SHEET A-22
OPENING
0.40
COVER, SEE ARCHITECTURAL
0.05 0.05 0.05
0.20 0.20
0.
0.
0.075
0.
1.
1.30
0.15 1.00 0.15
0.
0.15
0.
0.15
No. 3 @ 0.15
REINFORCED CONCRETE
0.40
OPENING 0.15
1.30
0.
No. 3 @ 0.15
REINFORCED
CONCRETE
0.15
0.
1.30
0.15 1.00 0.15
WATER SUPLY
1.
0.10
TABLETS
CHLORINATOR
No. 3 @ 0.15
REINFORCED CONCRETE
No. 3 @ 0.15
REINFORCED CONCRETE
CONCRETE MAINTENANCE
DETAIL ON SHEET A-22
OPENING
0.40
COVER, SEE ARCHITECTURAL
CONCRETE BASE FLOOR
0.05 0.05 0.05
0.20 0.20 No. 3 @ 0.13
REINFORCED CONCRETE
0.
0.
0.075
0.
1.
ENTRANCE COVER1.41 X 1.41 X 0.08m
0.105
1.31
1.100.105
0.
1.
1.
0.
REINFORCED CONCRETE
Ø 3/8"
HANDGRIP
INLET
VENT
CONCRETE PIPE WITH
PERFORATIONS
Ø 1" @ 0.20 m
3 No. 3 +Esl. No. 3 @ 0.15
0.15
1.31
0.800.150.105 0.105
0.
.0
0.
0.
0.
0.90
# 4 DOWELS @ 0.30
0.
CONCRETE PIPE WITH
PERFORATIONS
STRUCTURAL MESH
6" X 6" 2/2
LINE TO
VENT Ø 2"
INLET
3 No. 3 +Esl. No. 3 @ 0.15
REINFORCED CONCRETE
UP TO THE
ROOF
OPENING
GRAVEL
Ø 1" @ 0.20 m
0.04
0.07
PLASTIC ORRIN
WELL CURB
4 No. 3 +
REINFORCED CONCRETE
Esl. No. 2 @ 0.15L. 0.20 m
1.30
0.15 1.00 0.15
0.
0.
0.
0.
No. 3 @ 0.15
REINFORCED CONCRETEINLET
OUTLET
0.40
OPENING
0.15
No. 3 @ 0.13
1.30
0.15 1.00 0.15
OUTLET
No. 3 @ 0.15
1.
0.10
INLET
REINFORCED CONCRETE
0.20
Ø 3/8" @ 0.15
0.02
0.
No. 3 @ 0.15
REINFORCED CONCRETE
CONCRETE BASE FLOOR
0.40
OPENING
CONCRETE MAINTENANCE
DETAIL ON SHEET A-22
COVER, SEE ARCHITECTURAL
0.05 0.05 0.05
0.15
0.
0.20 0.20
0.
30 0.
1.
0.075
REINFORCED CONCRETE
1.30
0.
No.3 @ 0.15
REINFORCED CONCRETE
0.15
0.
0.20 0.20 No. 3 @ 0.13
REINFORCED CONCRETE
0.075
0.
0.
O V A L L E N Á J E R A
DATE:
DESIGNER:DRAWER:
PROJECT :
ADDRESS:
CONTENT:
(f)
A R Q U I T E C T O S
SCALE:
SHEET #:
LANDLORD(f) CONSTRUCTOR(f)
NOVEMBER 2023
AS INDICATED
TOP STRUCTURE
SCALE: 1:20
DRAINS' BOXES AND
SEWAGE INFILTRATION PIT
23 CALLE A, LOTE 303 ZONA 16
KANAJUYU 2, CIUDAD GUATEMALA
PNC BARRACKS
SAN-17
DESIGNER
PLAN
SCALE: 1:20
SCREENING BOX
SECTION
SCALE: 1:20
CHLORINE CONTACT BOX SAMPLING BOX
CHLORINATOR BOX
PLAN
SCALE: 1:20
TOP STRUCTURE
SCALE: 1:20
SECTION
SCALE: 1:20
CHLORINE CONTACT BOX
CHLORINE CONTACT BOX
PLAN
SCALE: 1:20
TOP STRUCTURE
SCALE: 1:20
SAMPLING BOX
SECTION
SCALE: 1:20
SAMPLING BOX
PLAN
SCALE: 1:20
TOP STRUCTURE
SCALE: 1:20
CHLORINATOR BOX
SECTION
SCALE: 1:20
CHLORINATOR BOX
SCREENING BOX
SCREENING BOX
INFILTRATION PITPLAN
SCALE: 1:20
INFILTRATION PITSECTION
SCALE: 1:20
TRAP BOXPLAN
SCALE: 1:20
SECTION
SCALE: 1:20
TRAP BOX
TOP STRUCTURE
SCALE: 1:20
TRAP BOX
FA & HA
TIPICAL BOTTOM SLAB
REINFORCEMENT DETAIL
SCALE: 1:20
The required lengths per the code ACI 318-14 section 25.4.3 are as follows:
0.20 m. for # 3 bar
0.25 m, for # 4 bar
0.31 m. for # 5 bar
0.1000
FA & HA
ORRIN DETAIL
NO SCALE
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
CHLORINE SUPPLY HOSE
AutoCAD SHX Text
WATER SUPLY HOSE
AutoCAD SHX Text A
AutoCAD SHX Text A
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| SAN-17 |
File details come from the government source that posted it. Updated .