B09_Amd_4_MIIN314972_FinalCD_Drawings_C600-R2_0004.pdf

PDF 430 KB Posted

Attached to
MIIN 314972 & HAFO 314578 Rehab ID Parks Ops Bldgs
Solicitation number
140P2025R0015
Issued by

About this file

This file is a detailed civil engineering drawing (Sheet C600) for the Minidoka National Historic Site Maintenance Building project. The drawing provides comprehensive technical specifications for multiple site infrastructure components, including:

Key civil engineering details include a 1,000-gallon septic tank design, perimeter gravel layout, concrete pavement and equipment pad specifications, rock and water/sewer trenches, and downspout/roof drainage connections. The drawing is part of a federal contract (Solicitation Number 140P2025R0015) managed by the Department of the Interior National Park Service, focusing on rehabilitation of operational buildings at Idaho parks. The technical drawing is dated 05/23/2024 and includes precise measurements, material specifications, and installation guidelines for various site infrastructure elements, with particular attention to foundation, drainage, and utility connection details.

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Text version

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

EM

EM

EM/KK

05/23/2024

MIIN MAINTENANCE BUILDING

MINIDOKA NATIONAL HISTORIC SITE 82

314972

187126

C600

CIVIL

DETAILS

WT. 185#

(2) CONCRETE LIDS

24" DIA x 5 1/2" THICK.8T cable Loop

LIFT LOOP

4'-0"

8'-10"

VAULT

WT. 3,105#

LID

8'-0"

5"

5'-11"

4'-11 1/2"

LIFTING INSERTS

6"

LIFTING INSERTS

7"

WT. 10,880#

OUTLET

INLET

SECTION VIEW

PLAN VIEW

AA

INLET

OUTLET

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AGGREGATE BASE

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BUILDING

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4000 PSI CEMENT CONCRETE

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AGGREGATE BASE

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#4 BARS (40 CLASS) 18" O.C. EACH WAY, CENTERED IN SLAB

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EXISTING COMPACTED SUBGRADE OR FILL MATERIAL

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PER PLAN

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GEOTEXTILE FABRIC

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%%UGRAVEL DRIVE

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NTS

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4" DEPTH AGGREGATE BASE

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2" DEPTH AGGREGATE BASE, 3/4" MAXIMUM GRADATION

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FINISH GRADE

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%%UCONCRETE PAD

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NTS

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1.5% MAX

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UTILITY MARKING AND TRACING TAPE

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%%UWATER & SEWER TRENCH

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NTS

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D = NOMINAL PIPE SIZE

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PIPE TYPE AND SIZE PER PLANS

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ELEVATION VARIES, SEE GRADING PLAN

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6" MAX.

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FFE

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%%UPERIMETER GRAVEL

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NTS

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%%U1,000 GALLON SEPTIC TANK

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NTS

AutoCAD SHX Text 8'-11 1/2"

AutoCAD SHX Text 1'-8 1/4"

AutoCAD SHX Text 3'-11"

AutoCAD SHX Text 3'-7 1/2"

AutoCAD SHX Text 5'-11"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 5'-4"

AutoCAD SHX Text 7"

AutoCAD SHX Text 7"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8'-10"

AutoCAD SHX Text 8'-11 1/2"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 4'-1"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-9 1/2"

AutoCAD SHX Text 1'-8 1/4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1'-5"

AutoCAD SHX Text 4"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 4'-11 1/2"

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4'-6" LIQUID DEPTH

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UTILITY ANCHORS

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(3) PER LID

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UTILITY ANCHORS

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(4) PER BASE

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EAST SIDE OF DRAIN FIELD

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%%UROCK TRENCH

AutoCAD SHX Text C600

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NTS

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%%USEPTIC DRAINFIELD

AutoCAD SHX Text C600

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NTS

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%%UCONCRETE SPLASH BLOCK

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NTS

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GUTTER DOWNSPOUT

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CONCRETE SPLASH BLOCK

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%%UCONCRETE PAVEMENT

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NTS

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PERMEABLE MATERIAL CLASS II WRAPPED WITH FILTER FABRIC

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6" MIN. OVERLAP

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PERMEABLE MATERIAL CLASS II

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GEOTEXTILE FOR DRAINS

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%%UDOWNSPOUT & ROOF DRAINAGE CONNECTION

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NTS

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DOWNSPOUT PER ARCHITECTURAL PLAN

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4" DIA. SDR 35 CONNECTED TO DOWN SPOUT

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CLEANOUT PER DETAIL 11, THIS SHEET

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4" SDR 35 ROOF DRAIN LINE. SEE SHEET C500

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4" 45° BEND

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4" SDR 35

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POUR CONC. PAD INTEGRAL WITH ADJACENT CONC. PAVEMENT

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CAST IRON LOCKING RING AND COVER

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END PLUG

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ROOF DRAIN PER PLAN

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45° WYE

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45° BEND

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PVC PIPE

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6" GASKETED SPIGOT CAP OR MECHANICAL PLUG

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PORTLAND CEMENT CONCRETE CLASS 4000

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12" PVC SLEEVE

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FIBER JOINT PACKING

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%%UCLEANOUT AND WYE

AutoCAD SHX Text C600

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NTS

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EXTERIOR SLAB ON VOID CONCRETE MIX NOTED ON S001

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AGGREGATE BASE

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#6 BARS (40 CLASS) 12" O.C. EACH WAY, CENTERED IN SLAB

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%%UCONCRETE EQUIPMENT PAVEMENT

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NTS

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FOUNDATION

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MARK

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SHEET

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REVISION

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DATE

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INITIAL

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BIDDER QUESTIONS

AutoCAD SHX Text 4/18/2025

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EM

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