B1788 Storm Drain Design Dwgs 2024-05-08.pdf

PDF 3 MB Posted Jun 10, 2025

Attached to: Repair Storm Drain Bldg 1788 Federal contract opportunity
Solicitation number: FA489725B0005
Issued by: Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI · Jun 10, 2025

These architectural design drawings detail a storm drain replacement project for Building 1788 at Mountain Home Air Force Base in Idaho. The project scope includes removing 1,507 square feet of existing concrete courtyard, tree grates, and storm inlet; installing a new 6-inch trench drain system; replacing storm drain pipes; and performing masonry repairs including sealant application and joint repairs. The design documents (dated 05/08/2024) specify phased construction with three primary work phases: preparing the courtyard, completing exterior courtyard work, and addressing interior corridor modifications. Key technical specifications include installing a pre-cast ACO drain K200 trench drain system, using 4,000 PSI concrete, and implementing specific joint and expansion joint techniques. The project will require careful coordination with base personnel, including relocating furniture and maintaining access to building entries during construction.

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Other files for this federal contract opportunity

Other files attached to Repair Storm Drain Bldg 1788, newest first.
File	Type	Posted
RFTP-FA489725B0005- Storm Drain Repair.pdf	PDF	Jun 10, 2025
B1788 Storm Drain Specification.pdf	PDF	Jun 10, 2025
MHAFB AF3065 CONTRACT PROGRESS REPORT.pdf	PDF	Jun 10, 2025
Provisions and Clauses - FA489725B0005.pdf	PDF	Jun 10, 2025
Contractor Yard Request Form-2.pdf	PDF	Jun 10, 2025
AF IMT 3000 Material Approval Submittal.pdf	PDF	Jun 10, 2025
REA Information.pdf	PDF	Jun 10, 2025
WD-ID20250001_01032025 (Res).pdf	PDF	Jun 10, 2025
SOW-Bldg 1788- Storm Drain System Repairs (5 June 2025).pdf	PDF	Jun 10, 2025
B1788 Storm Drain Design Analysis.pdf	PDF	Jun 10, 2025

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M E

LIBERATOR ST

1st A

VE2n d

AVE

3rd A

DESERT ST

AARDVARK

AVE

FLIGHTLINE ROAD

FALCON AVE

AVE

RED FIR A

N.W. - S.E. RUNWAY

HOSPITAL

ENTRANCE

PROJECT

LOCATION

GUNFIGHTER AVE

HAUL

ROUTE

I D A H O

LOCATION MAP

INDEX

PAGE SHEET

NUMBER SHEET TITLE

1 C1.0 COVER SHEET

2 C2.0 EXISTING CONDITIONS AND

DEMOLITION

3 C3.0 STORM DRAIN

IMPROVEMENTS

4 A1.0 GENERAL NOTES

5 A2.0 DEMOLITION PLAN

6 A3.0 NEW FLOOR PLAN

7 A4.0 COURTYARD EXTERIOR

ELEVATIONS

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TD&H ENGINEERING

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1800 RIVER DRIVE N.

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GREAT FALLS MT, 59401

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PHONE (406)761-3010 FAX: (406)727-2872

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CRITICAL REAL ESTATE DATA

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CIVIL ENGINEERING

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PROJECT CONTACTS

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DRAWING INDEX

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LOCATION MAP

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BE DONE TO ENSURE THAT ALL CHANGES HAVE BEEN FOUND.

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ALL EXISTING CONDITIONS ARE NOT INDICATED ON THE DRAWINGS.

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FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.

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DO NOT SCALE DRAWINGS.

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GENERAL NOTES

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MATERIALS & SYMBOL LIST

AutoCAD SHX Text TO COMPLETELY ILLUSTRATE ALL CHANGES THAT HAVE OCCURRED TO THE DRAWING. A THOROUGH REVIEW OF ALL SHEETS MUST

AutoCAD SHX Text SITE BOUNDARY LINES, BOUNDARY DIMENSIONS AND BOUNDARY DECLINATIONS ARE FOR REFERENCE ONLY.

AutoCAD SHX Text THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION.

AutoCAD SHX Text MODIFICATIONS TO DRAWINGS DESCRIBED WITHIN THE REVISION BOX ARE GENERAL IN NATURE AND SHOULD NOT BE INTENDED

AutoCAD SHX Text DETAILED DRAWINGS AND LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

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ABBREVIATIONS

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ACTUAL SITE CONDITIONS WILL VARY.

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VICINITY MAP - NOT TO SCALE

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MOUNTAIN HOME AIR FORCE BASE, IDAHO

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PROJECT NO. 230009

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HOME

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MOUNTAIN

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WASHINGTON

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NEVADA

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UTAH

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MONTANA

AutoCAD SHX Text Idaho Falls

AutoCAD SHX Text Pocatello

AutoCAD SHX Text Twin Falls

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AutoCAD SHX Text Mountain Home

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AutoCAD SHX Text New Meadows

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NOT TO SCALE

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BLDG 1788 REPLACE STORM DRAIN

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NOT USED

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APPROX

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APPROXIMATE

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ASTM

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AMERICAN SOCIETY FOR TESTING MATERIAL

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EXIST OR (E)

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EXISTING

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MANUF OR MFR

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MANUFACTURER

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NEW

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NTS

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NOT TO SCALE

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SIM

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SIMILAR

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TYP

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TYPICAL

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COURTNEY LYERLY P.E.

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100% DESIGN FOR CONSTRUCTION

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COMM

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ELECTRIC

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GAS

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CONCRETE REPLACEMENT

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CONTOUR MINOR (1 FOOT)

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CONTOUR MAJOR (5 FOOT)

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STORM DRAIN

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WATER MAIN

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DEMOLITION AREA

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DECIDUOUS TREE

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GAS REGULATOR VALVE

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IRRIGATION VALVE

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WATER VALVE

Chevy L. Baily

22X34 IDAHO STAMP

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COMM COMM

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REMOVE 2 PANELS.

(APPROX 50 SF)

CONCRETE SIDEWALK

REMOVE 35 LF 6" STORM DRAIN

SALVAGE LANDSCAPE GRAVEL

FOR RESTORATION.

REMOVE 1,507 SF

CONCRETE COURTYARD,

TREE GRATES, AND STORM INLET.

65.50'

3002.00

CONTRACTOR ACCESS

CONTRACTOR

STAGING AREA FOR

CONSTRUCTION

SAWCUT AT EXISTING JOINTS

RETAIN AND PROTECT

EXISTING CONCRETE

BETWEEN JOINT AND WALL

RETAIN AND PROTECT

6" STORM DRAIN

RETAIN AND PROTECT

6" STORM DRAIN

CLEANOUT

SCALE IN FEET

10 0 2010

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BUILDING 1788

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BUILDING 1786

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CONTRACTOR TO REPLACE 35 LF 6" STORM

DRAIN FROM CLEANOUT TO THE OUTLET

LOCATION WITH STRAIGHT GRADE FROM

CLEANOUT TO OUTLET CURB CUT.

RESTORE LANDSCAPE GRAVEL TO

ORIGINAL CONDITION.

REPLACE 2 PANELS.

APPROX 50 SF CONCRETE SIDEWALK.

MATCH ADJACENT GRADES AND SLOPES.

65.50'

12.00'

6.56'

MATCH EXISTING

CONCRETE

GRADE

MATCH EXISTING

CONCRETE

GRADE

6' TRENCH DRAIN

SEE DETAIL THIS SHEET

5.75' 7.75'8.00'

(TYP.)

6.00'

100 101

102 103

106 107

POINT ELEVATIONS

POINT NUMBER

NORTHING

15,637,828.04

15,637,782.28

15,637,811.59

15,637,765.82

15,637,801.17

15,637,792.79

15,637,796.88

15,637,788.50

15,637,797.13

15,637,794.84

15,637,792.54

EASTING

1,945,695.65

1,945,742.51

1,945,679.58

1,945,726.44

1,945,711.00

1,945,719.58

1,945,706.80

1,945,715.39

1,945,710.85

1,945,713.19

1,945,715.54

ELEVATION

3,002.84

3,002.83

3,002.67

3,002.50

3,002.52

3,002.53SCALE IN FEET

10 0 2010

PLAN

NORTH

6" M

6" 6"

FINISH CONCRETE 1/8"

HIGHER THAN TOP OF

CHANNEL FRAME

ACO DRAIN K200 PRE-CAST

TRENCH DRAIN SYSTEM (OR

EQUAL TO MATCH EXISTING)

FURNISH ALL NECESSARY

COMPONENTS TO MAKE A

COMPLETE SYSTEM

CONCRETE SLAB

CONCRETE

CONNECT TRENCH

DRAIN OUTLET TO

EXISTING PIPE

INVERT=3001.84

4" MINUS CRUSHED

BASE COURSE

4" REINFORCED CONCRETE SURFACING

(#4 BAR AT 24" O.C.E.W)

4" CRUSHED AGGREGATE

SCALE IN FEET

5 0 105

PLAN

NORTH

COMPACTED SUBGRADE

EXISTING 6" CAST

IRON DRAIN PIPE

NOTES:

1. PROVIDE CONTRACTION JOINTS AS SHOWN ON THE JOINT

LAYOUT. JOINTS SHALL BE CUT AT LEAST 1" DEEP.

2. EXPANSION JOINTS AT THE JUNCTIONS WITH THE EXISTING

CONCRETE TO REMAIN IN THE COURTYARD.

3. USE PREFORMED EXPANSION JOINT FILLER MEETING ASTM

D1751 FULL DEPTH OF CONCRETE.

4. BOND BREAKER SHALL BE 15# OR 30# FELT INSTALLED

FULL DEPTH OF CONCRETE.

5. PRODUCE A SCORED SURFACE BY BROOMING WITH A

FIBER BRISTLE BRUSH.

6. CONCRETE SHALL BE 4,000 PSI.

SEALANT

BACKER ROD

EXTEND BAR

THROUGH

JOINT FILLER

NOTES:

1. PROVIDE EXPANSION JOINT IN ACCORDANCE WITH

ASTM D1751 AND SECTION 03 30 53.

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STORM DRAIN LAYOUT AND BUILDING PLAN

TRENCH DRAIN AND CONCRETE JOINT LAYOUT

TRENCH DRAIN SECTION

EXPANSION JOINT DETAIL TYPICAL CONCRETE SECTION

C3.0

TC 3002.50

(LOADING CLASS B WITH TYPE

630Q - STAINLESS GRATE)

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BUILDING 1788

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FLOW

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FLOW

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FLOW

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BUILDING 1788

A. PROJECT SCOPE IS INTENDED TO REDESIGN THE COURTYARD

DRAINAGE SYSTEM. THE EXISTING DRAINAGE SYSTEM FAILS

TO ADEQUATELY DRAIN WATER RUNOFF FROM ADJACENT

ROOF AND COURTYARD SURFACE DURING RAINY DAYS.

B. SCOPE INCLUDES INSTALLATION OF A TEMPORARY

CONSTRUCTION CORRIDOR THROUGH THE BUILDING TO

ACCOMMODATE THE COURTYARD WORK. THE CORRIDOR WILL

INTERSECT AN EXISTING BREAKROOM. AS A RESULT, A

PORTION OF THE BREAKROOM WILL NEED TO BE CLOSED

DURING CONSTRUCTION. THE GOVERNMENT WILL NEED TO

RELOCATE ANY EXISTING FURNITURE PRIOR TO START OF

CONSTRUCTION.

C. NO CHANGES SHALL BE MADE TO THE ORIGINAL BUILDING

STRUCTURAL SYSTEM.

SCOPE OF WORKGENERAL NOTES:

A. THESE DRAWINGS ARE BASED UPON EXISTING DRAWINGS AND

SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE TO

FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

CONTINUOUS ACCESS TO ENTRIES AND LIFE-SAFETY EXITS FOR

OCCUPANTS AT ALL TIMES.

C. WORK SHALL COMPLY WITH APPLICABLE CODES AND UFC

GUIDLINES.

D. LAYDOWN/STORAGE AREA IS LIMITED AND SHALL BE AS

APPROVED BY THE GOVERNMENT.

E. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO

REMAIN, INCLUDING ADJACENT ROOFS, WALLS,

LANDSCAPE/VEGETATION, GROUNDS, EXTERIOR SURFACES AND

THE INTERIOR OF THE BUILDING. THIS SHALL INCLUDE, BUT IS

NOT LIMITED TO PAINT, WATER, DUST, DEBRIS AND PHYSICAL

DAMAGE. ALL SURFACES SHALL BE RESTORED TO THEIR

PRE-DAMAGE CONDITION BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

F. BUILDING ACCESS IS RESTRICTED AND ALLOWED ONLY AS

REQUIRED TO ACCOMPLISH CONTRACT WORK. COORDINATE ANY

REQUIRED ACCESS WITH THE GOVERNMENT.

G. SITE SHALL BE CLEANED AND SECURED ON A DAILY BASIS AT THE

END OF EACH WORK SHIFT.

H. THE FINISH OF ALL NEW COMPONENTS OR REPAIRED

COMPONENTS SHALL MATCH ALL CHARACTERISTICS OF THE

EXISTING COMPONENTS INCLUDING TEXTURE AND ALL OTHER

QUALITIES.

I. PATCH ALL FINISHES AFFECTED BY THE WORK OF THIS PROJECT

AS REQUIRED TO MATCH ALL CHARACTERISTICS OF EXISTING

UNDAMAGED FINISHES.

AREAS OF WORK,

SEE CIVIL DRAWINGS.

A1.0

EXISTING OVERALL FLOOR PLAN

PLAN

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0 8' 32'16'

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PLAN NOTE

DEMOLITION PLAN LEGEND

PHASE 1 - SHEET NOTES:

1A REMOVE EXISTING DOOR AND DOOR FRAME, SALVAGE

FOR REUSE AND REINSTALLATION.

1B REMOVE DOOR ACCESS CONTROL SYSTEM, SALVAGE

FOR REUSE AND REINSTALLATION.

1C LOCK DOOR FOR THE DURATION OF WORK TO OCCUR.

COORDINATE DOOR CLOSURE WITH GOVERNMENT.

1D GOVERNMENT TO RELOCATE ALL EXISTING

FURNITURE WITHIN AREA OF WORK.

1E CONSTRUCT TEMPORARY FLOORING AS INDICATED,

PROTECT EXISTING FLOORING DURING

CONSTRUCTION. SEE DETAIL 2/A2.0 FOR ADDITIONAL

REQUIREMENTS.

1F CONTRACTOR TO PROVIDE TEMPORARY ACCESS

DOOR IN OPENING.

1G INSTALL HEAVY DUTY (10 MIL MINIMUM) PLASTIC

SHEETING OVER EXISTING CEILING.

1H CONSTRUCT TEMPORARY FRAMED PARTITION OVER

TEMPORARY FLOORING AS INDICATED. FASTEN

TEMPORARY PARTITION TO EXISTING WALLS AS

REQUIRED, DO NOT PENETRATE EXISTING CEILINGS.

SEE DETAIL 2/A2.0 FOR ADDITIONAL REQUIREMENTS.

ELEMENTS TO BE DEMOLISHED

EXISTING TO REMAIN

ROOM NAME

ROOM NUMBER

TEMPORARY PLYWOOD FLOORING OVER

SELF-ADHERED INDUSTRIAL FLOOR MAT,

SEE DETAIL 2/A2.0

PHASING WORK

PHASE 1: "PREP FOR COURTYARD SCOPE"

SCHEDULE ALL DEMOLITION AND NEW WORK TO OCCUR

WITHIN PHASE 1 AREA. COMPLETE ALL WORK BEFORE

MOVING ON TO PHASE 2.

PHASING BOUNDARY

XXX

RM#

SELF-ADHERED INDUSTRIAL FLOOR MAT,

SEE DETAIL 2/A2.0

9'-0" V.I.F.

B.O. EXISTING ACT CEILING

EXISTING FINISH FLOOR

BASE

PLAN

TOP

3/4" PLYWOOD FLOORING. PLYWOOD

TO FLOAT OVER EXISTING FLOORING.

INSTALL (2) LAYERS OF 3/4" PLYWOOD STRIPS

BELOW BOTTOM PLATE. FASTEN PLYWOOD STRIPS

TO PLYWOOD FLOORING

3/4" PLYWOOD.

2X4 WOOD STUDS AT 16" O.C.

INSTALL 10 MIL PLASTIC SHEETING

OVER EXISTING CEILING.

HOLD TOP OF WALL 1/2" AWAY FROM

EXISTING CEILING.

LAP PLASTIC SHEETING OVER PARTITION.

HEAVYWEIGHT FLOOR MAT WITH ADHESIVE BACKING,

BOD - "PIG INDUSTRIAL" AS MANUFACTURED BY NEW

PIG CORPORATION OR EQUAL.

CORRIDOR

BREAK

ROOM

CORRIDOR

MATERIAL

CONTROL

CHIEF

MAINT.

SUPER.

STAN/EVAL.

SAFE RM.

TRAINING

1A 1B

BREAK

ROOM

9'-8" V.I.F. 4'-11" V.I.F.

2' -9

1 2" V.

I.F

2' -0

I.F

25'-7" V.I.F.

8'-0"

9'-7" V.I.F.

8' -0

'-5

1 2" V .I.

4' -0

2' -0

-0

4' -0

8'-0"

1' -4

AREAS OF WORK,

SEE CIVIL DRAWINGS

A2.0

DEMOLITION FLOOR PLAN

0 4' 8'2'

A2.0

TEMPORARY FLOORING AND PARTITION ASSEMBLY

0 1' 2'6"

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KEYPLAN

PLAN NOTE

PLAN LEGEND

NEW ELEMENTS

A101

ELEVATION NUMBER

XXX

RM#

EXISTING, TO REMAIN

SHEET WHERE DRAWN

ROOM NAME

ROOM NUMBER

PHASING BOUNDARY

PHASE 2 - SHEET NOTES:

2A SEE EXTERIOR ELEVATIONS ON SHEET A4.0 FOR

ADDITIONAL REQUIREMENTS.

2B SEE CIVIL DRAWINGS FOR FURTHER INFORMATION.

2C REMOVE AND SCRAPE SEALANT FROM EXISTING

JOINT AT INTERSECTION OF FLATWORK AND

SIDEWALL, PROVIDE BACKER ROD AND SEALANT AS

APPLICABLE. TYPICAL FOR ALL EXTERIOR WALLS

FACING THE COURTYARD.

PHASING WORK

PHASE 2: "COURTYARD SCOPE"

SCHEDULE ALL DEMOLITION AND NEW WORK TO OCCUR

WITHIN PHASE 2 AREA. COMPLETE ALL WORK BEFORE

MOVING ON TO PHASE 3.

PHASE 3: "INTERIOR CORRIDOR SCOPE"

SCHEDULE ALL DEMOLITION AND NEW WORK TO OCCUR

WITHIN PHASE 3 AREA.

PHASE 3 - SHEET NOTES:

3A REMOVE TEMPORARY FRAMED PARTITION, PATCH

AND REPAIR EXISTING WALLS AS NEEDED TO MATCH

EXISTING UNDAMAGED FINISHES.

3B REMOVE PLASTIC SHEETING FROM EXISTING CEILING,

INSPECT CEILING FOR DAMAGE. PATCH AND REPAIR

CEILING AND CEILING DEVICES AS REQUIRED.

3C REMOVE TEMPORARY FLOORING, PATCH AND REPAIR

EXISTING FLOORING AS REQUIRED TO MATCH

EXISTING UNDAMAGED FINISHES.

3D INSPECT DOOR FOR DAMAGE, VERIFY DOOR

FUNCTIONS PROPERLY. REPAIR DOOR AS REQUIRED.

3E REINSTALL DOOR AND DOOR FRAME, APPLY BACKER

ROD AND SEALANT AROUND DOOR FRAME AT ALL

EXTERIOR DOORS.

3F CONNECT DOOR ACCESS CONTROL SYSTEM, VERIFY

DOOR SECURITY CONTROLS FUNCTION PROPERLY.

EXISTING METAL

FASCIA TRIM TO REMAIN

GUTTER STRAP, FASTEN

PER MANUFACTURER'S

RECOMMENDATIONS

PRE-FINISHED

METAL BOX GUTTER,

TYPE D PROFILE.

COLOR TO MATCH EXISTING

METAL FASCIA TRIM. 6"

4"1"

1" 21 2"

11 2"

PRE-FINISHED

METAL DOWNSPOUT

WITH ASSOCIATED

ELBOWS AND STRAPS.

COLOR TO MATCH EXISTING

METAL FASCIA TRIM.

DOWNSPOUT STRAP,

INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS

3COURTYARD

A4.0

DUTY OFFICE

OPERATIONS

CORRIDOR

CHIEF

MAINT.

SUPER.

AGE VEHICLE

MAINTANENCE

BREAK

ROOM

3B 3C

3F3E

A3.0

NEW FLOOR PLAN

0 4' 8'2'

A3.0

NEW GUTTER DETAIL

1' 2'0 6"

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KEYPLAN

AREAS OF WORK,

SEE CIVIL DRAWINGS

PLAN LEGEND

NEW ELEMENTS

EXISTING TO REMAIN

PHASE 2 - SHEET NOTES:

2D INSTALL NEW 10' SECTION OF PRE-FINISHED METAL

BOX GUTTER, CENTER GUTTER OVER ENTRY DOOR.

COLOR TO MATCH EXISTING METAL FASCIA TRIM.

2E REMOVE AND SCRAPE EXISTING SEALANT AROUND

WINDOW FRAME. PROVIDE NEW BACKER ROD AND

SEALANT AS APPLICABLE.

2F REMOVE AND SCRAPE EXISTING SEALANT AROUND

DOOR FRAME. PROVIDE NEW BACKER ROD AND

SEALANT AS APPLICABLE.

2G REPAIR ALL CRACKED AND SPLIT MORTAR JOINTS ON

ENTIRE LENGTH OF MASONRY WALL INDICATED.

APPLY SILICONE BASED SEALANT WITH SAND MIX TO

MATCH APPEARANCE OF EXISTING MORTAR JOINTS.

CONTRACTOR TO VERIFY ALL LOCATIONS FOR

LENGTH AND WIDTHS

2H APPLY MASONRY SEALER OVER ENTIRE LENGTH OF

MASONRY WALL INDICATED, SEE SPECIFICATIONS.

2I PROVIDE PRE-FINISHED METAL DOWNSPOUT AND

ASSOCIATED ELBOWS AND STRAPS. COLOR TO MATCH

EXISTING METAL FASCIA TRIM.

PHASING WORK

PHASE 2: "COURTYARD SCOPE"

SCHEDULE ALL DEMOLITION AND NEW WORK TO OCCUR

WITHIN PHASE 2 AREA. COMPLETE ALL WORK BEFORE

MOVING ON TO PHASE 3.

PLAN NOTE

2E 2G 2E2G 2H

A4.0 TYP.

2E 2G

2E 2I2F2E 2G 2E 2H

A4.0 TYP.

A3.0

2E 2G2D

2E 2H

A4.0 TYP.

2D2E 2F2E 2E 2E 2G 2E 2E 2H

A4.0 TYP.

A3.0

A4.0 TYP.

2G 2G2I

REMOVE AND SCRAPE EXISTING

SEALANT AND BACKER ROD.

INSTALL NEW BACKER ROD AND

SEALANT, TYPICAL

EXISTING ALUMINUM

FRAME TO REMAIN

EXISTING WALL

A4.0

COURTYARD NORTH ELEVATION

0 8' 32'16'

A4.0

COURTYARD EAST ELEVATION

0 8' 32'16'

A4.0

COURTYARD WEST ELEVATION

0 8' 32'16'

A4.0

COURTYARD SOUTH ELEVATION

0 8' 32'16'

A4.0

TYP. SEALANT DETAIL

1' 2'0 6"

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

N G

R S

O N

M O

U N

H O

M E, ID

O M

O U

O M

MOUNTAIN HOME

AFB

U.S. AIR FORCE

A4 .0

.d w g

O R

M D

C O

U R

D E

O N

A4.0

&H E

N G

D R

G R

S, M

-3

7 7

R O

C O

U R

P .E

Sheets and Views

QYZH 230009GIC1X-COVER

QYZH 230009CSC2X-C2.0

QYZH 230009CSC3X-C3.0

Sheets and Views

A1.0-22X34

A2.0-22X34

A3.0-22X34

A4.0-22X34

File details come from the government source that posted it. Updated Jun 10, 2025.