Attachment 11 C101 with NE walk removal revisions.pdf

PDF 805 KB Posted

Attached to
AFD Visitor Center Remodel Federal contract opportunity
Solicitation number
1240LU26Q0022
Issued by
Department of Agriculture Forest Service

About this file

Written by GovTribe AI ·

This is a construction set drawing for the AFD Visitor Center Remodel project located at 5765 W Broadway Street in Missoula, Montana. The document is sheet C101, the Overall Site Plan, prepared by Mosaic Architecture dated September 30, 2024.

The project involves site work and utility improvements for the existing visitor center building. Key infrastructure elements include 84.4 linear feet of 6-inch SDR 35 PVC storm drain with a 2.70% slope, 19.5 linear feet of 10-inch SDR 35 PVC with a 1.30% slope, and 53.8 linear feet of 6-inch SDR 35 PVC with a 1.17% slope. Two 30-inch storm drain inlets are specified with detailed invert elevations and grate elevations. The plan shows connections to existing storm drain infrastructure with specific grout sealing requirements for new pipe penetrations. Construction notes require placement of new weed mat with shredded cedar mulch in disturbed landscaping areas, installation of 20 shrubs minimum 2 feet in diameter distributed across the site, and two evergreen trees with minimum 4-inch caliper on the west side of the building. Additional work includes new concrete sidewalks (4-inch), concrete stoop with 1.50% slope away from doors, and grading depressions to direct water to new inlets. Option items include standard curb and gutter installation, additional sidewalk work, and asphalt patching to match existing conditions. The plan indicates existing utilities including water mains, sewer lines, gas lines, and telephone lines requiring coordination during construction, with specific cautions marked for solar cable and buried gas and telephone crossings.

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Other files for this federal contract opportunity

Other files attached to AFD Visitor Center Remodel, newest first.
File Type Posted
1240LU26Q0022 Amendment 2.pdf PDF
Question and Answers 13 March 26.docx DOCX document
Attachment 15 Stone Masonry Veneer.docx DOCX document
Attachment 6 UPDATED AFD Visitor Center DRAWINGS.pdf PDF
Attachment 13 Accoustical Batt Insulation Specs.docx DOCX document
Attachment 10 NE concrete walk removal.pdf PDF
Attachment 12 Column Base - Structural Fix.pdf PDF
Attachment 14 Smokejumper Vis Ctr - Lim Asb Insp Report.pdf PDF
Question and Answers 9 March 26.docx DOCX document
1240LU26Q0022 Amendment 1.pdf PDF
Attachment 2 UPDATED 9 March Schedule of Items.xlsx XLSX spreadsheet
Site Visit Attendees.pdf PDF
Attachment 3 Statement of Work Updated.pdf PDF
Attachment 2 Schedule of Items.xlsx XLSX spreadsheet
Attachment 4 AFD Volume 1 Construction Specifications.pdf PDF
Attachment 5 AFD Volume 2 Construction Specifications.pdf PDF
Attachment 7 Wage Determination.pdf PDF
Attachment 6 AFD Visitor Center 100 Remodel DRAWINGS.pdf PDF
Attachment 1 Combined Synopsis_Solicitation.pdf PDF
Attachment 3 Statement of Work.pdf PDF
Attachment 8 Past Performance Questionnaire.docx DOCX document
Show all 21

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DATE:

SHEET:

317 Cruse Ave., Suite 201 Helena, Montana 59601

406.449.2013 www.mosaicarch.com

DA

TE

S

TA

MP

a r c h i t e c t u r e - p l a n n i n g - d e s i g n

3/2 0/2

3 9

:58 :41

A M

5765 W Broadway St. Missoula, MT 59808

AFD VISITOR CENTER

REMODEL

0%

C O

N S

T R

U C

T

IO

N S

E T

# DATE REVISION

09/30/24

EXISTING VISITOR

CENTER BUILDING

3.43 SW3.50 SW

3.41 SW

MATCH

EXIST. EC

3.43 SW

MATCH EXIST. EC

3.12 SW

MATCH

EXIST. EC

MATCH

EXIST. EC

MATCH

EXIST. EC

MATCH

EXIST. EC

MATCH

EXIST. EC

3.16 SW

MATCH

EXIST. EC

MATCH

EXIST. EC

3.20 SW

3.23 SW

3.27 SW

3.26 SW3.17 SW

C101

OVERALL SITE PLAN

2 ~ 45° 6'

SDR 35 PVC

IE = 3198.66

5.00' 5.00'

8.

7.00'

R2.50' R2.50'

5.

R2.5 0'

R5.00' 5.

84.4 LF OF 6"

SDR 35 PVC

S = 2.70%

3.25'

9.53'

5.

4" SIDEWALK

4" SIDEWALK .

19.5 LF OF 10"

SDR 35 PVC

S = 1.30%

EXIST. CONC.

SEE DETAIL 6/C102 FOR

OPTION ITEM #2 GRADING

.1

5'

SEE ARCH.

PLANS FOR

SCREENING

FENCE

30" STORM DRAIN INLET .

GRATE ELEV = 3202.50

IE, IN (SW) = 3198.37

IE, IN (NW) = 3198.37

IE, OUT (NE) = 3198.27

CONNECT TO DOWNSPOUT

IE = 3200.65

LEGEND

EXISTING STORM DRAIN

EXISTING TELEPHONE LINE

EXISTING SEWER MAIN

EXISTING SEWER SERVICE

EXISTING SEWER FORCE MAIN

EXISTING WATER SERVICE LINE

EXISTING WATER MAIN

EXISTING FENCING

EXISTING GAS LINE

NEW STORM DRAIN

NEW SCREENING FENCE

EXISTING CONCRETE

NEW CONCRETE

EXISTING ASPHALT

NEW ASPHALT

S

UGT

SS

WS WS WS

G

SD

SD

2 ~ 45° 6"

SDR 35 PVC

IE = 3200.37

CLEANOUT .

1.00%

1.

1.

R1.00'

REPLACE EXISTING

CONCRETE FOR

NEW STORM DRAIN

TRENCHING, SEE

DETAIL 1/C102

53.8 LF OF 6" SDR

35 PVC S = 1.17%

MATCH

EXIST. EC

MATCH

EXIST. EC

3.27 SW

2.83 SW

2.86 SW

1.64%

1.14%

3.13 SW

8.

CAUTION!!!

SOLAR CABLE

CROSSING IN

THIS AREA

CONNECT TO EXIST.

STORM DRAIN INLET

IE = 3198.00,

SEE NOTE 1

FM

W

1.

1.

1.

6.

CONSTRUCTION NOTES

1. FOR THE CONNECTION OF THE NEW STORM DRAIN TO THE EXISTING

INLET, CUT OUT A NEW PENETRATION THROUGH THE CONCRETE

WALL OF THE INLET FOR THE NEW PIPING AND THEN SEAL THE

ANNULAR SPACE AROUND THE OUTSIDE OF THE PIPE WITH

NON-SHRINK GROUT.

2. PLACE NEW WEED MAT COVERED WITH SHREDDED CEDAR MULCH IN

ALL DISTURBED LANDSCAPING AREAS (NE OF EXISTING BUILDING,

NE, N AND W OF NEW ADDITION). SEE LANDSCAPE AND IRRIGATION

PLAN AND SPECIFICATION 312000.

3. PROVIDE 20 SHRUBS AT LEAST 2 FEET IN DIAMETER TO BE PLACED

ACROSS THE SITE-COORDINATE LOCATION WITH FS. TWO

EVERGREEN TREES MIN 4-INCH CALIPER TO BE PLACED TO THE

WEST SIDE OF THE BUILDING.

2.

2.50'

2.

2.50'

3.50 SW

5.

GRADE

DEPRESSION

TO DRAIN TO

NEW INLET

3.

2.

CAUTION!!!

BURIED GAS AND

TELEPHONE CROSSINGS

1.00%

N O R T H

STANDARD CURB AND .

GUTTER (OPTION ITEM #2)

4" SIDEWALK .

(OPTION ITEM #2)

GRADE DEPRESSION TO

DRAIN TO NEW INLET

30" STORM DRAIN INLET .

GRATE ELEV = 3202.40

IE, IN (NW) = 3199.10

IE, IN (SW) = 3199.00

SW = SIDEWALK

IE = INVERT ELEVATION

GND = GROUND

15.00' ±

(1" = 5' ON 36x24 SHEET)

FUTURE FENCE FOR

FIRE TOWER EXHIBIT

(N.I.C.)

4.5' X 4.5' CONCRETE

STOOP SLOPE AWAY

FROM DOOR TO THE

NORTHWEST AT 1.50%,

SEE DETAIL 1/C102

3.65 SW

3.65 SW

PATCH ASPHALT AND

BASE COURSE TO

MATCH EXISTING,

OPTION ITEM #3

JeffD Polygon

JeffD Line

JeffD Line

JeffD Line

JeffD Line

JeffD Line

JeffD Callout

REMOVE NON-EXPOSED AGGREGATE CONCRETE

JeffD Callout

OFFSET SD LINE TO

RUN UNDER REMOVED CONCRETE

JeffD Callout

REMOVE AT EXISTING JOINT

JeffD Callout

SAWCUT

JeffD Line

JeffD Line

JeffD Line

JeffD Line

File details come from the government source that posted it. Updated .