320257_DWG CIVIL_INSTALLATION TENT_CP-HOVEY.pdf
PDF 666 KB Posted
- Solicitation number
- W90VN824R0072
About this file
This document appears to be a set of civil engineering drawings and related documents for an Installation Tent Dining Facility (DFAC) project at Camp Hovey. The key details are:
The project involves installing a new movable toilet unit, connecting it to new 150mm PVC sewer and 50mm PVC water lines, and restoring the surrounding area with new AC pavement, granite curb, and solid sodding. The project site layout plan, utility plan, and construction details are provided.
This project is being procured under a Request for Proposal (RFP) issued to existing Area I & II General Construction Multiple Award Indefinite Delivery Indefinite Quantity (MAIDIQ) contractors. The solicitation number is W90VN824R0072 and the project name is "Installation Tent DFAC (Tension Fabric Structure), Camp Hovey". A site orientation is scheduled for September 6, 2024 at Camp Hovey Building S-4158.
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Text version
S-8553
S-3823T
S-4321
S
B
S-3704
S
T-3758
T-3852
T-3802
S-3484
S-3535R
T
S
S
S-4125
S-
S
S
S-3822
S-3911
S-
S
S-3914
S
S
S-4319
S-3558B
T-3821
T
S-4106
S-3814
S
S
S
S-4152
SCALE: 1 / 3500
100 0 100 200 300M
SCALE IN METERS
T-
T
T
S-
S
S-3685
S
S-3627
S
S
S
A
S-3824
S
T-
S
T
T
S
T-4113
S
S
S-3
T
T-3406
S
S
S
A
S
T-4007 S
S
S
T
T-
S
S
S-3481
S
S-
S-4124
S-4035
S-3979
S
T-3417
S
S
T
T-
S
S-3402
S
T
T-3801
T-3401
T-3650
T
T-3862
S
T
T
T-3902
T
S T
S
S-3974
S
S
A
T-3453
T
S-3673 S
S-3
S-3482
S-4228B
T
S
B
S-4
A
S
B
S-4366B
T-3694
T
S
S-
S-4367
S-
S-4110
S-3601
S-4133
S-3848
S-3816
S-4016
S-3559
S
S
S-4046
T-3617
S-3889
S-3846
S-3688
S
B S
A T
S-3595
S-4329
S
S-3634
S
S-
S
S-4008 S-4158
S
S
S-3916
S
S
S-3683
S
S
A
S-4322
S
B
S
S
S-43
S-3687
S
S-
S
S-3800A
S
A
T
T-3820
T-4138
T-3671
S-4377
T
S-3461
S
T-3627
S
S
S
S-3478
T-3452
S-3
S-3755
S
T
T-4358
T
T
S
T
T
T
S
T-3281C
S-3910
S-
T-3431
S-
S
T-4128
S-34
S
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 1
GENERAL NOTES :
LOCATION PLAN
THIS PROJECT
S-4130
CIVIL
LOCATION PLAN AND GENERAL NOTES
C-1
N
COMMENCING WORK ON THE PROJECT.
INDICATED BY THE COR AND SHALL BE APPROVED PRIOR TO
UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY
COVERED WITH TOP SOIL AND CARPET SODDED.
4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE
A CLEAN CONDITION ACCEPTABLE TO THE COR.
MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN
ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS
8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT
SUBMISSION OF CONTRACT PROPOSAL.
DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO
1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S
TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION
ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.
UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER
CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS
5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND
TO THE PROJECT CONTRACT.
TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST
FORM ARE A PART OF THIS PROJECT. THE DETAILS SHALL BE UTILIZED
OF THE INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE"
DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2015, DEPARTMENT
6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL
EXISTING SITE CONDITIONS PRIOR TO START OF WORK.
CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE
FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO
7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY
CAMP HOVEY
INSTALLATION TENT
PAK, CS
320257
N
SCOPE OF WORK
MOVABLE TOILET.
1. CONNECT 150MM PVC SEWER LINE TO NEW
MOVABLE TOILET USING 50MM TAPPING SADDLE.
2. CONNECT 50MM PVC WATRE LINE TO NEW
APPROX. 9.0 LM
CONNECT 150MM PVC SEWER LINE TO NEW MOVABLE TOILET,
TENT INSTALLATION AREA
MOVABLE TOILET INSTALLATION AREA
D
D
S
S
S
C P
G W
C P
C P
S 200PVC
S
0PVC
D 450CP
C P
C P
S P
P P
AC PAVED ROAD
N
S-4035
S-3902
C B
C B
C B
C B
C B
D
D
D
D
D
CO
C O
S
CON'C PAD
W 200PVC
S-4158
DINING FACILITY
S S
P V
C
W/ TOP SOIL, APPROX. 30.0 SM
RESTORE SOLID SODDING
APPROX. 6.0 LM
EXST 200MM DIA WATER LINE,
USING 50MM TAPPING SADDLE ON
TO NEW MOVABLE TOILET
CONNECT 50MM PVC WATRE LINE
APPROX. 2.0 LM
RESTORE GRANITE CURB,
4. RESTORE GRANITE CURB.
5. RESTORE AC PAVEMENT.
6. RESTORE SOLID SODDING W/ TOP SOIL.
APPROX. 5.0 SM
RESTORE AC PAVEMENT,
APPROX. 15.0 SM
INSTALL INOBLOCK D-STEP,
3. INSTALL INOBLOCK D-STEP.
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- SCALE = 1 : 2502
SITE LAYOUT PLAN AND UTILITY PLAN
CIVIL
C-2
AND SCOPE OF WORK
SITE LAYOUT PLAN, UTILITY PLAN
CAMP HOVEY
INSTALLATION TENT
PAK, CS
SCHEDULE #1 (CONSTRUCT/ALTERATION)
COPPER TUBING GOOSENECK
COMPRESSION JOINT
CORPORATION STOP
TAPPING SADDLE BAND
DOUBLE STRAP
(200mm PIPE & LARGER)
PVC, D.I. OR C.I. PIPE
WATER MAIN
COPPER TUBING
COPPER TUBING
COMPRESSION JOINT
SINGLE BOLT & NUT (SHOWN)
TAPPING SADDLE WITH
NEOPRENE GASKET
TAPPING SADDLE BAND
SINGLE STRAP
(200mm PIPE & SMALLER)
- SCALE: NONE
300MM THK BASE COURSE
150MM THK SUBBASE COURSE
TYPICAL AC PAVEMENT SECTION AC PAVEMENT JOINT (NEW TO EXST)
1A 1B
1A
PRIME COAT
SUB GRADE
PAVEMENT
EXISTING
75MM THK ASPHALTIC CONCRETE
SUBGRADE
NEW PAVEMENT,
SEE DETAIL
MIN
EXST AC PAVEMENT
TACK COAT
SAWCUT & BITUMINOUS
PRIME COAT
NEW AC PAVEMENT
AC PAVEMENT
GRANITE CURB
CONCRETE 25-18-8
SUBGRADE
A C
O R
P C
C P
A V
E M
E N
T
S E
C T
IO
N
SIDEWALK
GRANITE CURB
SCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE
BLANKET
SOLID SOD
50 THK MIN
TOP SOIL
100 THK MIN
COMPACTED SUBGRADE
SCARIFIED AND
SCALE: NONESCALE: NONE
CARPET SODDING
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
TAPPING SADDLE WITH COPPER SERVICE - 19mm TO 50mm
D - STEP
OR APPROVED EQUAL.
www.inoblock.co.kr (010-3767-5900)
INOBLOCK CO., LTD.
THE INFORMATION OF D-STEP IS BELOW
* NOTE:
MIN
D-STEP
LEVELING MORTAR
CONCRETE FOUNDATION(THK150mm)
CIVIL
C-3
CAMP HOVEY
INSTALLATION TENT
PAK, CS
MISC. DETAILS
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