SGL 164-23-01 Storage Building-Building Pad-1-1.pdf
PDF 727 KB Posted
- Attached to
- 23WHM SGL 164 New Building Pad General
- Solicitation number
- 6100060987
- Issued by
- Butler County, Pennsylvania
About this file
This document is a technical specification and bid solicitation from the Pennsylvania Game Commission (PGC) for a new 50' x 70' stone building pad, expansion of the existing access road and parking area, and miscellaneous erosion and sediment control measures at State Game Lands #164 in Clearfield Township, Butler County. The project is in preparation for the future construction of a storage building to serve the PGC. Bids will be electronically opened on May 8, 2024 at 2:00 PM. Separate bids are required for the General Construction contract.
The bid solicitation provides detailed specifications for the building pad construction, including site preparation, suitable fill material, compaction, and final grading requirements. It also outlines the scope of work for the access road and parking area expansion, as well as the required erosion and sediment control measures. There are no utility connections included in this project. Questions regarding the project specifications and requirements should be directed to the PGC Engineering Division, while questions about completing the electronic bid should be directed to the PGC Contracts and Procurement Division.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Worker Protection Form .docx | DOCX document | |
| SGL-164 Building Pad Specifications.pdf | ||
| Bid Notice-SGL-164 Building Pad.pdf | ||
| GSPUR-89 Reciprocal_Limitations_Act_Reqirements.docx | DOCX document |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
e e e e e e e
SITE PLAN
SCALE: 1" = 20'-0"
PROPOSED
BUILDING FOOTPRINT
1213.16' PAD ELEV.
A
A
B B
EXISTING
STRUCTURE
SB# 808
APPROXIMATE LOCATION
OF EXISTING WELL.
EXISTING UTILITY POLE, BY CENTRAL
ELECTRIC COOPERATIVE WITH
OVERHEAD ELECTRICAL SERVICE
LINES. POLE No. 34738.
EXISTING GAME COMMISSION
ACCESS ROAD
12121211
4" SCHEDULE 35 SDR PVC PERFORATED DRAIN LINE
EMBEDDED IN CLEAN 2B STONE WITH FILTER CLOTH
COVERING. EXTENDED AND DISCHARGE TO GRADE ON
STONE RIPRAP AND PROVIDE RODENT SCREEN. APPROX.
TOTAL LENGTH OF PIPE 130'
INFILL EXISTING DETNTION AREA
AS INDICATED TO ALIGN WITH
EXISTING GRADES.
CUT BACK & REGRADE EXISTING HILLSIDE
WITH SLOPE NOT TO EXCEED 1:1. PROVIDE
GEOTEXTILE WOVEN FABRIC OVER HILLSIDE
WITH 6"-8" LAYER OF 3A STONE. MATERIAL
CUT TO BE REUSED AS FILL MATERIAL FOR
NEW BUILDING PAD. VERIFY IN FIELD
SUITABILITY OF MATERIAL. SEE BUILDING
PAD NOTES FOR FURTHER CLARIFICATION.
EXTEND EXISTING DRIVE/PARKING AREA AS
INDICATED COMPLETE WITH 6" SUB-BASE
LAYER OF #3 STONE AND 6" TOP LAYER OF
2A MODIFIED STONE.
PROVIDE 3A LINED
DRAINAGE SWALE/DITCH AS
REQUIRED BY NEW
DRIVE/PARKING AREA
EXTENSION AND CUTTING
BACK OF HILLSIDE.
PROPOSED COMPOST
FILTER SOCK
PROPOSED COMPOST
FILTER SOCK
PROPOSED COMPOST
FILTER SOCK
60'-0"
'-0
'-0
70'-0"
'-0
25'-0"
'-0
±70'-0"
APPROXIMATE LENGTH OF LEVEL BUILDING PAD
60'-0"
NEW BUILDING LENGTH
NEW CREW HDQ F.F.
ELEVATION - 1214.00'
EXISTING GRADE
TAPERED FILL MAXIMUM 2:1 SLOPE
CONSISTING OF BORROW MATERIAL
AND TOPPED WITH TOP SOIL.
NEW CREW HDQ PAD
ELEVATION - 1213.16'
PROPOSED BUILDING
AND SLAB INDICATED.
TAPERED FILL MAXIMUM 2:1 SLOPE
CONSISTING OF BORROW MATERIAL
AND/OR 2A MODIFIED AGGREGRATE AND
TOPPED WITH TOP SOIL.
6" TOP LAYER OF 2A MODIFIED
AGGREGATE COMPACTED FILL.
NATIVE MATERIAL
SECTION 'B' PROFILE OF BUILDING PAD
SCALE: 1/8" = 1'-0"
±50'-0"
APPROXIMATE LENGTH OF LEVEL BUILDING PAD
40'-0"
NEW BUILDING LENGTH
NEW CREW HDQ F.F.
ELEVATION - 1214.00'
NEW CREW HDQ PAD
ELEVATION - 1213.16'
TAPERED FILL MAXIMUM 2:1 SLOPE
CONSISTING OF BORROW MATERIAL
AND/OR 2A MODIFIED AGGREGRATE AND
TOPPED WITH TOP SOIL.
SECTION 'A' PROFILE OF BUILDING PAD
SCALE: 1/8" = 1'-0"
NATIVE MATERIAL
NATIVE MATERIAL
EXISTING PARKING/DRIVE AREA
PROPOSED PARKING/DRIVE AREA
REGRADE EXISTING HILLSIDE WITH SLOPE
NOT TO EXCEED 1:1. PROVIDE GEOTEXTILE
WOVEN FABRIC OVER HILLSIDE WITH 6"-8"
LAYER OF #3 STONE.
PROVIDE DRAINAGE SWALE/DITCH
ALONG EDGE OF NEW PARKING/DRIVE
AREA. MINIMUM 8" DEEP. V.I.F.
CUT EXISTING GRADE
CUT EXISTING GRADE & DRIVE/PARKING
AREA AND REGRADE WITH EXISTING
DRIVE STONE AS REQUIRED.
PROPOSED BUILDING
AND SLAB INDICATED.
6" TOP LAYER OF 2A MODIFIED
AGGREGATE COMPACTED FILL.
EXISTING DETENTION AREA TO BE FILLED
WITH TOP SOIL AS REQUIRED TO MATCH
EXISTING NATURAL GRADES.
8" MINIMUM TOP SOIL COVERAGE OVER 4" SCHEDULE 35 SDR
PVC PERFORATED DRAIN LINE EMBEDDED IN 2'-0" X 2'-0" CLEAN
2B STONE TRENCH WITH FILTER CLOTH COVERING. EXTENDED
AND DISCHARGE TO GRADE AT 14":12" MINIMUM SLOPE. VERIFY
EXACT LOCATION IN FIELD.
EXTENDED EXISTING DRIVE/PARKING AREA
COMPLETE WITH 6" SUB-BASE LAYER OF
#3 STONE AND 6" TOP LAYER OF 2A
MODIFIED STONE.
BUILDING PAD GENERAL NOTES:
1. EXCAVATOR TO FIELD VERIFY ALL EXISTING GRADES IN FIELD.
2. STRIP EXISTING TOP SOIL/ FILL MATERIAL AS REQUIRED BY PROPOSED BUILDING PAD,
DRIVE AND REGRADING WORK. TOP SOIL/ FILL MATERIAL TO BE STOCKPILED ON SITE
AT LOCATION PER THE DIRECTION OF PGC REPRESENTATIVE. PROVIDE SILT SOCK OR
OTHER APPROVED MEANS OF EROSION CONTROL AROUND TOP SOIL STOCKPILE AS
REQUIRED UNTIL FINAL PLACEMENT.
3. PROXIMATE LEVEL BUILDING PAD SIZE - 50' x 70''.
4. SUITABLE FILL MATERIAL PROVIDED UNDER NEW BUILDING PAD TO BE PLACED IN 4"
-6" LIFTS AND COMPACTED ON SITE WITH VIBRATORY ROLLER. ALL FILL MATERIAL TO
BE IMPORTED, UNLESS SUITABLE MATERIAL IS FOUND ON SITE. SCREENING OF THE
EXCAVATED FILL MAY BE NECESSARY TO SEPERATE OBJECTIONABLE STONES AND
OTHER DEBRIS FROM THE FILL MATERIAL. MATERIAL SHALL BE FREE FROM ROOTS,
BRUSH, FROZEN, OTHER . OBJECTIONABLE MATERIALS AND ALL STONES HAVING A
DIMENSION GREATER THEN THREE (3) INCHES. THE PGC WILL DETERIMINE THE
SUITABILITY OF MATERIALS USED FOR CONCSTRUCTION OF PAD DURING THE
PLACEMENT AND DELIVERY OF MATERIALS.
5. ONCE THE MAJORITY OF THE FILL IS INSTALLED, THE TOP LAYER OF THE PAD IS TO
CONSIST OF PENNDOT APPROVED 2A MODIFIED AGGREGATE COMPACTED WITH
VIBRATOR ROLLER.
6. THE EDGES OF THE PAD ARE TO BE GENTLY TAPERED AT A MAXIMUM 2:1 SLOPE.
7. PROVIDE FINAL GRADING AND SEEDING OF ALL YARD/GRASS AREAS DISTURBED BY
NEW BUILDING PAD CONSTRCUTION AND ASSOCIATED WORK. SEE SPECIFICATIONS
FOR SPECIFIC INSTRCUTIONS AND DETAILS.
PAD CONSTRUCTION PLAN & PROFILES
1-1
PENNSYLVANIA GAME COMMISSION
PROJECT NO.
DATE:
SHEET NO.
REVISIONS
DRAWN BY:
BUTLER COUNTY
PGC-164-23-01
CLEARFIELD TWP.STATE GAME LANDS #164
NEW 40' x 60' PGC-STORAGE BUILDING
03/27/2024
M. SPOTTS
= GEO N40.885091, -79.780158°W
PROJECT LOCATION PLAN
NOT TO SCALE
PROJECT LOCATION
STATE GAME LAND No. 164
PROJECT MAP
NOT TO SCALE
PROJECT LOCATION
STATE GAME LAND No. 164
420 GAME RESERVE ROAD
FENELTON, PA 16034
CLEARFIELD TOWNSHIP, BUTLER COUNTY
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
PGC
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text Y
AutoCAD SHX Text L
AutoCAD SHX Text V
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
PE
AutoCAD SHX Text 084966
AutoCAD SHX Text
AUSTIN D. KIEFFER
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text No.
AutoCAD SHX Text
SE-6
AutoCAD SHX Text
NC-3
AutoCAD SHX Text
NE-5
AutoCAD SHX Text
SC-4
AutoCAD SHX Text
SW-2
AutoCAD SHX Text
NW-1
| Sheets and Views |
| 1-1 |
File details come from the government source that posted it. Updated .