Drawings 24x36 -Part 1.pdf
PDF 15 MB Posted
- Attached to
- Heated Refueler Bay Federal contract opportunity
- Solicitation number
- W50S8S-20-B-0001
- Issued by
- Department of the Army National Guard
About this file
This solicitation is seeking proposals for the construction of a heated refueling bay at the 180th Fighter Wing of the Ohio Air National Guard base in Swanton, Ohio. Offerors are invited to bid on the construction of a new facility to house two refueling vehicles and protect them from freezing temperatures and heavy snow. The facility must include spill containment, lighting protection, fire protection, and heating and ventilation, and must comply with NEC hazard classification requirements. Modifications to existing utilities, pavements, fencing and landscaping are also required. The project value is estimated between $500,000 and $1,000,000. The NAICS code for this project is 236220 and the small business size standard is $39.5 million in average annual revenue for the past three years. The performance period is 270 calendar days from notice to proceed. The pre-bid conference will be held on July 22, 2020 and bids are due by August 17, 2020. The solicitation and plans are available through the Federal Business Opportunities website.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Refueler_Abstract of OffersR1.xlsx | XLSX spreadsheet | |
| Soils Report.pdf | ||
| RFI 1 Varco Pruden Colors.pdf | ||
| W50S8S20B0001 P0001.pdf | ||
| Heated Refueler RFI 1.docx | DOCX document | |
| Specifications B3.pdf | ||
| Drawings 24x36 -Part 2.pdf | ||
| W50S8S20B0001 Heated Refueler Solicitation.pdf | ||
| RFI_template.doc | DOC document |
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Text version
WARNER
Utilities Protection
OHIO
SERVICE
Call Before You Dig
CALL 8-1-1 or 1-800-362-2764
CALL TWO WORKING DAYS BEFORE YOU DIG
(NON MEMBERS MUST BE CALLED DIRECTLY)
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL: 1-800-925-0988
CALL TWO WORKING DAYS BEFORE YOU DIG
WARNER
ISSUED FOR
CONSTRUCTION
R.E. Warner & Assoc. Inc.
APRIL 6, 2020
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EX. BUILDING 141 FFE=666.25
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRAVEL
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EX. GRAVEL
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EX. GRAVEL
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EX. GRAVEL
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EX. ASPH. PVMT.
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EX. ASPH. PVMT.
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EX. ASPH. PVMT.
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EX. ASPH. PVMT.
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EX. CONC. PVMT.
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EX. BUILDING 140 FFE=666.65
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EX. 7' SECURITY FENCE
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EX. 7' SECURITY FENCE
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EX. CONC. WALK
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EX. CONC. PAD
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EX. TANK 1
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EX. FIRE HYDRANT
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EX. FUEL TANKER CONC PARKING
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SCALE: 1" = 20'-0"
AutoCAD SHX Text THIS DRAWING IN ELECTRONIC FORM IS BEING PROVIDED FOR THE CLIENT'S USE ONLY. BECAUSE OF POTENTIAL DATA DEGRADATION AND FOR RECORD PURPOSES, R.E. WARNER AND ASSOCIATES INC. (REW) MAINTAINS AN ELECTRONIC COPY IN PORTABLE DOCUMENT FORMAT (ADOBE PDF) OF EACH ISSUE AS THE COPY OF RECORD. MODIFICATION AND/OR USE OF THIS FILE WITHOUT WRITTEN PERMISSION OF REW IS AT THE SOLE RISK OF THE USER. REW SHALL BE INDEMNIFIED AND HELD HARMLESS FOR ANY DAMAGES INCURRED CAUSED BY THE MISUSE OF THIS FILE BY THE USER, INCLUDING COSTS OF REW LEGAL EXPENSES INCLUDING BUT NOT LIMITED TO REW DEFENSE OF ANY CLAIMS, INCLUDING ATTORNEY FEES.
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REW ELECTRONIC DRAWING FILE DISCLAIMER
AutoCAD SHX Text SURVEY NOTES: 1. ALL SURVEY AND TOPOGRAPHIC DATA, ALONG WITH ALL SURVEY AND TOPOGRAPHIC DATA, ALONG WITH EXISTING UTILITY INFORMATION SHOWN ON THIS DRAWING WAS TAKEN FROM AVAILABLE RECORDS AND FIELD SURVEYS PERFORMED BY RE WARNER & ASSOCIATES, INC. IN JULY 2019. 2. ALL UTILITIES MARKED "REC." WERE DRAWN FROM RECORD DRAWINGS PROVIDED BY AIR NATIONAL GUARD (ANG). ALL INVERTS AND PIPE DIAMETERS ARE APPROXIMATE AND MAY DIFFER FROM THOSE ON RECORD DRAWINGS. 3. ELEVATIONS ARE BASE ON NAVD 88.ELEVATIONS ARE BASE ON NAVD 88.
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BY
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FOR REVIEW
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B2 SUBMITTAL
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JRK
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B2 RESUBMITTAL
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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SURVEY
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EXISTING CONDITION PLAN
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CRP
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MJC
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
AutoCAD SHX Text O:\61118\Issue\20200402 - B3 Submttal\C100.dwg WTV 4/2/2020 1:29 PMC100.dwg WTV 4/2/2020 1:29 PM WTV 4/2/2020 1:29 PMWTV 4/2/2020 1:29 PM 4/2/2020 1:29 PM4/2/2020 1:29 PM
AutoCAD SHX Text Printed by WTV on Thursday, April 02, 2020 - 2:54 PMWTV on Thursday, April 02, 2020 - 2:54 PM on Thursday, April 02, 2020 - 2:54 PMThursday, April 02, 2020 - 2:54 PM - 2:54 PM2:54 PM
AutoCAD SHX Text
REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
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TOLEDO AIR NATIONAL GUARD BASE
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
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REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
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DAVID G. FERENCIK E-61017
OHIO
SERVICE
Call Before You Dig
CALL 8-1-1 or 1-800-362-2764
CALL TWO WORKING DAYS BEFORE YOU DIG
(NON MEMBERS MUST BE CALLED DIRECTLY)
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL: 1-800-925-0988
CALL TWO WORKING DAYS BEFORE YOU DIG
WARNER
ISSUED FOR
CONSTRUCTION
R.E. Warner & Assoc. Inc.
APRIL 6, 2020
AutoCAD SHX Text
EX. BUILDING 141 FFE=666.25
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRAVEL
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EX. GRAVEL
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EX. GRAVEL
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EX. ASPH. PVMT.
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EX. ASPH. PVMT.
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EX. ASPH. PVMT.
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EX. ASPH. PVMT.
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EX. CONC. PVMT.
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EX. BUILDING 140 FFE=666.65
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EX. 7' SECURITY FENCE
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EX. 7' SECURITY FENCE
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EX. CONC. WALK
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EX. CONC. WALK
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EX. CONC. WALK
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EX. CONC. WALK
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EX. CONC. PAD
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EX. CONC. PAD
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EX. TANK 1
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EX. TANK 2
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EX. SURVEY CONTROL MONUMENT 1712
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EX. 12" STM. SWR.
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EX. 12" STM. SWR.
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EX. 12" STM. SWR.
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EX. 4" STM. SWR.
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EX. 12" STM. SWR.
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EX. 12" STM. SWR.
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EX. CONC. CONTAINMENT WALL
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EX. CONC. PVMT.
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EX. 12" STM. SWR.
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EX. 6" STM. SWR.
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EX. BLDG. 153
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EX. TELECOM VAULT
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EX. TELECOM VAULT
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EX. TELECOM VAULT
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EX. 8" PVC WATER
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EX. 8" PVC WATER
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EX. FIRE HYDRANT
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EX. FIRE HYDRANT
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EX. FUEL TANKER CONC PARKING
AutoCAD SHX Text THIS DRAWING IN ELECTRONIC FORM IS BEING PROVIDED FOR THE CLIENT'S USE ONLY. BECAUSE OF POTENTIAL DATA DEGRADATION AND FOR RECORD PURPOSES, R.E. WARNER AND ASSOCIATES INC. (REW) MAINTAINS AN ELECTRONIC COPY IN PORTABLE DOCUMENT FORMAT (ADOBE PDF) OF EACH ISSUE AS THE COPY OF RECORD. MODIFICATION AND/OR USE OF THIS FILE WITHOUT WRITTEN PERMISSION OF REW IS AT THE SOLE RISK OF THE USER. REW SHALL BE INDEMNIFIED AND HELD HARMLESS FOR ANY DAMAGES INCURRED CAUSED BY THE MISUSE OF THIS FILE BY THE USER, INCLUDING COSTS OF REW LEGAL EXPENSES INCLUDING BUT NOT LIMITED TO REW DEFENSE OF ANY CLAIMS, INCLUDING ATTORNEY FEES.
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REW ELECTRONIC DRAWING FILE DISCLAIMER
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REFERENCE DRAWINGS
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NO
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DATE
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DESCRIPTION
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REVISIONS
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BY
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AutoCAD SHX Text 06/12/19
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FOR REVIEW
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JRK
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FOR REVIEW
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JRK
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AutoCAD SHX Text 10/09/19
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FOR REVIEW
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JRK
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AutoCAD SHX Text 11/07/19
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B2 SUBMITTAL
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JRK
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AutoCAD SHX Text 04/06/20
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B3 SUBMITTAL
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PARKING STRUCTURE
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CIVIL
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DEMO PLAN
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MJC/WTV
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WTV
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DGF
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AutoCAD SHX Text 1"=20'-0"
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
AutoCAD SHX Text O:\61118\Issue\20200402 - B3 Submttal\C200.dwg WTV 4/2/2020 1:28 PMC200.dwg WTV 4/2/2020 1:28 PM WTV 4/2/2020 1:28 PMWTV 4/2/2020 1:28 PM 4/2/2020 1:28 PM4/2/2020 1:28 PM
AutoCAD SHX Text Printed by WTV on Thursday, April 02, 2020 - 2:56 PMWTV on Thursday, April 02, 2020 - 2:56 PM on Thursday, April 02, 2020 - 2:56 PMThursday, April 02, 2020 - 2:56 PM - 2:56 PM2:56 PM
AutoCAD SHX Text
REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
AutoCAD SHX Text NOTES: : 1. SEE SWPP DETAILS FOR STORMWATER OUTLET CONTROLS. 2. SEE ELECTRICAL PLANS FOR SERVICE CONNECTION NOTES AND DETAILS. 3. SEE LIGHTING PLANS FOR LIGHT POLE NOTES AND DETAILS. 4. SEE GRADING PLAN FOR SPOT GRADES AND PROPOSED CONTOURS. 5. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING BURIED CATV, ELEC. & FO TELE, WATER AND GAS PRIOR TO CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IF CONFLICT EXISTS.
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EX. CATCH BASIN
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EX. ELECTRIC MANHOLE
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EX. STORM MANHOLE
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EX. UTILITY POLE
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EX. TRAFFIC BOX
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EX. SHRUB
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EX. TELECOM VAULT
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RR SPIKE SET
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MAG NAIL SET
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EX. FIRE HYDRANT
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EX. DECIDUOUS TREE TYPE
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EX. CONIFEROUS TREE TYPE
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CAPPED IRON PIN FOUND
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EX. SIGN
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EX. SANITARY MANHOLE
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CO
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EX. CLEAN-OUT
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EX. FENCE LINE
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EX. MONITOR WELL
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EX. LANDSCAPE LIGHTING
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DS
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EX. UNDERGROUND ELEC. LINE
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UGE
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EX. FIBER-OPTIC TELE. LINE
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EX. CABLE TV LINE
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CTV
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PROP. STORM SEWER
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PROP. WATER MAIN
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PROP. GAS LINE
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PROP. SANITARY SEWER
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PROP. UNDERGROUND ELEC. LINE
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SAN
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EX. FLOW DIRECTION
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PROPOSED YARD HYDRANT
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%%ULEGEND
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PROPOSED REMOVAL
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EX. ASPHALT TO BE REMOVED
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RE-LOCATE EX. UGE
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RE-LOCATE EX. LIGHT POLE (TYP. OF 3)
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EX. FENCE TO BE REMOVED
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EX. SOIL BORING
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DEMO PLAN
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SCALE: 1" = 20'-0"
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TOLEDO AIR NATIONAL GUARD BASE
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
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REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
AutoCAD SHX Text TO BE RECONSTRUCTED TO GRADE w/ PRECAST CONC. TRAFFIC BEARING VAULT & ACCESS COVER. (SEE DETAILS)
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OHIO
SERVICE
Call Before You Dig
CALL 8-1-1 or 1-800-362-2764
CALL TWO WORKING DAYS BEFORE YOU DIG
(NON MEMBERS MUST BE CALLED DIRECTLY)
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL: 1-800-925-0988
CALL TWO WORKING DAYS BEFORE YOU DIG
WARNER
ISSUED FOR
CONSTRUCTION
R.E. Warner & Assoc. Inc.
APRIL 6, 2020
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EX. BUILDING 141 FFE=666.25
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EX. GRASS
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EX. GRASS
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EX. GRASS
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EX. GRAVEL
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EX. ASPH. PVMT.
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EX. ASPH. PVMT.
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EX. CONC. PVMT.
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EX. BUILDING 140 FFE=666.65
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EX. 7' SECURITY FENCE
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EX. CONC. WALK
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EX. CONC. WALK
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EX. CONC. WALK
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EX. CONC. WALK
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EX. CONC. PAD
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EX. CONC. PAD
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EX. TANK 1
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EX. TANK 2
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EX. SURVEY CONTROL MONUMENT 1712
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EX. 12" STM. SWR.
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EX. 12" STM. SWR.
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EX. 12" STM. SWR.
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EX. 4" STM. SWR.
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EX. 12" STM. SWR.
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EX. CONC. CONTAINMENT WALL
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EX. CONC. PVMT.
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EX. 12" STM. SWR.
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EX. 6" STM. SWR.
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EX. BLDG. 153
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EX. TELECOM VAULT
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EX. 8" PVC WATER
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EX. 8" PVC WATER
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EX. FIRE HYDRANT
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EX. FIRE HYDRANT
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EX. FUEL TANKER CONC PARKING
AutoCAD SHX Text THIS DRAWING IN ELECTRONIC FORM IS BEING PROVIDED FOR THE CLIENT'S USE ONLY. BECAUSE OF POTENTIAL DATA DEGRADATION AND FOR RECORD PURPOSES, R.E. WARNER AND ASSOCIATES INC. (REW) MAINTAINS AN ELECTRONIC COPY IN PORTABLE DOCUMENT FORMAT (ADOBE PDF) OF EACH ISSUE AS THE COPY OF RECORD. MODIFICATION AND/OR USE OF THIS FILE WITHOUT WRITTEN PERMISSION OF REW IS AT THE SOLE RISK OF THE USER. REW SHALL BE INDEMNIFIED AND HELD HARMLESS FOR ANY DAMAGES INCURRED CAUSED BY THE MISUSE OF THIS FILE BY THE USER, INCLUDING COSTS OF REW LEGAL EXPENSES INCLUDING BUT NOT LIMITED TO REW DEFENSE OF ANY CLAIMS, INCLUDING ATTORNEY FEES.
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REW ELECTRONIC DRAWING FILE DISCLAIMER
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NO
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B2 SUBMITTAL
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JRK
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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CIVIL
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SWPP PLAN
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WTV
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WTV
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DGF
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
AutoCAD SHX Text O:\61118\Issue\20200402 - B3 Submttal\C300.dwg TJK 4/2/2020 1:28 PMC300.dwg TJK 4/2/2020 1:28 PM TJK 4/2/2020 1:28 PMTJK 4/2/2020 1:28 PM 4/2/2020 1:28 PM4/2/2020 1:28 PM
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REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
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PROP. PARKING STRUCTURE FFE=666.50
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PROP. INFILTRATION TRENCH
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EX. CATCH BASIN
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EX. ELECTRIC MANHOLE
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EX. STORM MANHOLE
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EX. GAS VALVE
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EX. UTILITY POLE
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EX. TRAFFIC BOX
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EX. WATER VALVE
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EX. POST
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EX. LIGHT POLE
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EX. GAS METER
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EX. GAS MARKER
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EX. WATER METER MANHOLE
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EX. SHRUB
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RR SPIKE SET
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MAG NAIL SET
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EX. FIRE HYDRANT
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EX. DECIDUOUS TREE TYPE
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EX. CONIFEROUS TREE TYPE
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CAPPED IRON PIN FOUND
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EX. SIGN
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EX. SANITARY MANHOLE
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PROP. HEAVY-DUTY ASPHALT PAVEMENT
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PROP. CONCRETE
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EX. STORM SEWER
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PROP. STORM SEWER
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EX. FLOW DIRECTION
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PROPOSED YARD HYDRANT
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%%ULEGEND
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EX. TELECOM VAULT
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PROPOSED INLET PROTECTION (SEE SWPPP DETAILS)
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PROPOSED SILT FENCE (SEE SWPPP DETAILS)
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IP
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PROPOSED DRAINAGE AREA
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PROP. CONC. WASHOUT (SEE SWPPP DETAILS)
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PROP. SILT FENCE (SEE SWPPP DETAILS
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PROP. CONSTRUCTION ENTRANCE (SEE SWPPP DETAILS)
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PROP. LAYDOWN/MTL. STORAGE AREA
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TOLEDO AIR NATIONAL GUARD BASE
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
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REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
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STORM WATER POLLUTION PREVENTION PLAN
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SCALE: 1" = 20'-0"
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DRAINAGE AREA = 0.41 ACRES
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DRAINAGE AREA = 0.12 ACRES
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DRAINAGE AREA = 0.18 ACRES
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WARNERWARNER
ISSUED FOR
CONSTRUCTION
R.E. Warner & Assoc. Inc.
APRIL 6, 2020
AutoCAD SHX Text THIS DRAWING IN ELECTRONIC FORM IS BEING PROVIDED FOR THE CLIENT'S USE ONLY. BECAUSE OF POTENTIAL DATA DEGRADATION AND FOR RECORD PURPOSES, R.E. WARNER AND ASSOCIATES INC. (REW) MAINTAINS AN ELECTRONIC COPY IN PORTABLE DOCUMENT FORMAT (ADOBE PDF) OF EACH ISSUE AS THE COPY OF RECORD. MODIFICATION AND/OR USE OF THIS FILE WITHOUT WRITTEN PERMISSION OF REW IS AT THE SOLE RISK OF THE USER. REW SHALL BE INDEMNIFIED AND HELD HARMLESS FOR ANY DAMAGES INCURRED CAUSED BY THE MISUSE OF THIS FILE BY THE USER, INCLUDING COSTS OF REW LEGAL EXPENSES INCLUDING BUT NOT LIMITED TO REW DEFENSE OF ANY CLAIMS, INCLUDING ATTORNEY FEES.
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REW ELECTRONIC DRAWING FILE DISCLAIMER
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REFERENCE DRAWINGS
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NO
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DATE
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DESCRIPTION
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REVISIONS
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BY
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AutoCAD SHX Text 11/07/19
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B2 SUBMITTAL
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JRK
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AutoCAD SHX Text 04/06/20
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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CIVIL
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SWPP NOTES
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WTV
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WTV
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DGF
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
AutoCAD SHX Text O:\61118\Issue\20200402 - B3 Submttal\C301.dwg TJK 4/2/2020 1:27 PMC301.dwg TJK 4/2/2020 1:27 PM TJK 4/2/2020 1:27 PMTJK 4/2/2020 1:27 PM 4/2/2020 1:27 PM4/2/2020 1:27 PM
AutoCAD SHX Text Printed by TJK on Thursday, April 02, 2020 - 1:27 PMTJK on Thursday, April 02, 2020 - 1:27 PM on Thursday, April 02, 2020 - 1:27 PMThursday, April 02, 2020 - 1:27 PM - 1:27 PM1:27 PM
AutoCAD SHX Text
REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
AutoCAD SHX Text EROSION AND SEDIMENT CONTROL MAINTENANCE 1. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL, SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL AND WEEKLY WHETHER THERE HAS BEEN RAIN OR NOT. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC ON THE SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME SHOULD THE FABRIC ON THE SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. THE CONTRACTOR SHALL MEET REQUIREMENTS OF THE OHIO EPA AND OHIO DNR RAINWATER THE CONTRACTOR SHALL MEET REQUIREMENTS OF THE OHIO EPA AND OHIO DNR RAINWATER MANUAL. 4. ALL DEWATERING FLOWS SHALL BE SILT-FREE PRIOR TO DISCHARGE, AND DISCHARGE SHALL ALL DEWATERING FLOWS SHALL BE SILT-FREE PRIOR TO DISCHARGE, AND DISCHARGE SHALL BE DIRECTED TO STABILIZED SITES SUCH AS STREAMS, PONDS, STORM SEWERS OR EXISTING GRASSED DRAINAGE WAYS ACCEPTABLE TO THE OWNER, NOT ONTO EXPOSED SOILS OR ANY OTHER SITE WHERE FLOWS COULD CAUSE EROSION. 5. IF, DUE TO WEATHER OR ONSET OF WINTER, FINAL GRADING CANNOT BE ACCOMPLISHED IF, DUE TO WEATHER OR ONSET OF WINTER, FINAL GRADING CANNOT BE ACCOMPLISHED IMMEDIATELY, MULCHING AND TEMPORARY SEEDING IF FEASIBLE, OR SOME OTHER TYPE OF TEMPORARY EROSION CONTROL MEASURES MUST BE USED WITHIN 30 DAYS UNTIL LONG-TERM RESTORATION CAN OCCUR. 6. PRESERVATION SHALL TAKE PRECEDENCE OVER REMOVAL WITHIN THE TEMPORARY WORK LIMITS PRESERVATION SHALL TAKE PRECEDENCE OVER REMOVAL WITHIN THE TEMPORARY WORK LIMITS AND PERMANENT EASEMENT WIDTHS. REMOVE ONLY THOSE TREES, SHRUBS AND STRUCTURES NECESSARY TO COMPLETE CONSTRUCTION AND MAINTAIN THE NEW FACILITIES. REPLACEMENT "IN-KIND" OF REMOVED ITEMS SHOULD OCCUR WHEREVER POSSIBLE. 7. STOCKPILED TOPSOIL AND MATERIALS SHALL BE PROTECTED WITH EROSION CONTROL BARRIERS STOCKPILED TOPSOIL AND MATERIALS SHALL BE PROTECTED WITH EROSION CONTROL BARRIERS OR TEMPORARY SEEDING. 8. EXCESS SOIL THAT IS STOCKPILED MUST BE EITHER REMOVED OR REGRADED WITHIN 15 DAYS EXCESS SOIL THAT IS STOCKPILED MUST BE EITHER REMOVED OR REGRADED WITHIN 15 DAYS OF THE COMPLETION OF THE CONSTRUCTION. 9. NO FILL, TOPSOIL OR HEAVY EQUIPMENT SHALL BE STORED WITHIN 200 FEET OF A STREAM NO FILL, TOPSOIL OR HEAVY EQUIPMENT SHALL BE STORED WITHIN 200 FEET OF A STREAM BANK OR WITHIN THE DRIPLINE OF TREE AREAS. 10. ALL DISTURBED VEGETATION IS TO BE RESEEDED AS PART OF RESTORATION. UNLESS THE AREA WILL BE PAVED OR OCCUPIED. TOPSOILING FOR THE RESTORATION OF VEGETATED AREAS DISTURBED BY CONSTRUCTION SHALL AVERAGE (4) INCHES IN THICKNESS AT A MINIMUM. 11. ONLY WATER OR CALCIUM CHLORIDE WILL BE USED AS A DUST PALLIATIVE. 12. SOIL EROSION & SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH ODOT ITEM 207. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE APPLICANT OR HIS DESIGNEE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS OF 0.5 INCH OR GREATER RAINFALL. A WRITTEN LOG OF THESE INSPECTIONS MUST BECOME PART OF THE SWPPP. THE LOG SHOULD INDICATE THE DATES OF INSPECTION, INSPECTOR, WEATHER CONDITIONS, OBSERVATIONS, ACTIONS TAKEN TO CORRECT PROBLEMS, AND THE DATE ACTION WAS TAKEN. THESE LOGS MUST BE KEPT ON SITE WITH THE SWPPP. 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN THIRTY DAYS OF ACHIEVING FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES SHALL HAVE THE FINAL GRADE RE-ESTABLISHED AND BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
AutoCAD SHX Text POLLUTANT CONTROL NOTES 1. PROTECTED STORAGE AREAS ARE TO BE USED FOR INDUSTRIAL OR CONSTRUCTION PROTECTED STORAGE AREAS ARE TO BE USED FOR INDUSTRIAL OR CONSTRUCTION MATERIALS TO MINIMIZE EXPOSURE OF SUCH MATERIALS TO STORMWATER. 2. FUEL TANKS ARE TO BE CONTAINED OR DIKED IN THE EVENT OF A LEAK OF SPILL. FUEL TANKS ARE TO BE CONTAINED OR DIKED IN THE EVENT OF A LEAK OF SPILL. 3. THE CONTRACTOR SHALL USE PLAN DESIGNATED AREA FOR THE STORAGE OR DISPOSAL THE CONTRACTOR SHALL USE PLAN DESIGNATED AREA FOR THE STORAGE OR DISPOSAL OF SOLID AND TOXIC WASTES (INCLUDING DUMPSTER AREA), TRUCK WASHOUT, COMPOUND STORAGE, AND VEHICLE REFUELING. 4. ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&DD) WASTE WILL BE DISPOSED OF IN ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&DD) WASTE WILL BE DISPOSED OF IN AN OHIO EPA APPROVED C&DD LANDFILL AS REQUIRED BY THE OHIO REVISED CODE (ORC) VISED CODE (ORC) 3714 AND LOCAL REGULATIONS.
AutoCAD SHX Text PROJECT INFORMATION NAME: AIR NATIONAL GUARD HEATED VEHICLE OPERATIONS PARKING FACILITY LOCATION: 2660 EBER RD, SWANTON, OH 43558 NAME OF SWPPP AUTHORIZATION AGENT: DAVE FERENCIK, PE RE WARNER & ASSOCIATES, (440-835-9400) PREPARATION DATES: NOVEMBER, 2019
AutoCAD SHX Text SITE DESCRIPTION NOTES 1. THE PRIMARY NATURE OF THE CONSTRUCTION ACTIVITY IS THE CONSTRUCTION OF NEW HEATED VEHICLE OPERATIONS PARKING FACILITY ALONG WITH NEW PAVEMENT AND ADDITIONAL UTILITIES AT THE AIR NATIONAL GUARD FACILITY IN TOLEDO OHIO. 2. THE TOTAL AREA OF THE SITE EXPECTED TO BE DISTURBED IS APPROXIMATELY 1.2 ACRES. THE INCREASE OF IMPERVIOUS AREA DURING CONSTRUCTION AND POST-CONSTRUCTION IS APPROXIMATELY 26 PERCENT. 3. THE CURRENT LAND USE IS AN AIR FIELD FOR THE 180TH FIGHTER WING OF THE AIR NATIONAL GUARD. 4. LATITUDE: 41° 35' 5"; LONGITUDE: 83° 47' 16" LONGITUDE: 83° 47' 16" 83° 47' 16" 5. THE NATURAL SOIL ON SITE IS DESIGNATED AS POORLY GRADED SAND (SP), POORLY GRANDED SAND WITH SILT (SP-SM), AND SILTY SAND (SM) PER THE GEOTECHNICAL EXPLORATION REPORT FROM PSI DATED JULL 22, 2019. 6. THE SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES SHOULD BE AS FOLLOWS: a. INSTALL SILT FENCE AND INLET PROTECTION b. CLEARING AND GRUBBING c. INSTALL UTILITIES FOR NEW BUILDING d. INSTALL INFILTRATION TRENCH. f. CONSTRUCT NEW BUILDING g. CONSTRUCT NEW PAVEMENT h. PERMANENT STABILIZATION 7. WATER ON THE SITE IS COLLECTED THROUGH CATCH BASINS AND OUTLETS TO A LOW AREA WEST OF THE BUILDING INTO AN INFILTRATION TRENCH. 8. THE BEST MANAGEMENT PRACTICE (BMP) THAT HAS BEEN SELECTED TO BE UTILIZED ON THIS SITE IS AN INFILITRATION TRENCH SINCE THE MAJORITY OF THE WATER IS COLLECTED THROUGH DRAINAGE STRUCTURES AND IS PIPED TO ONE LOCATION.
AutoCAD SHX Text SPECIFICATIONS FOR MULCH 1. MULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO MULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 7 DAYS OF GRADING IF THE AREA IS TO REMAIN DORMANT (UNDISTURBED) FOR MORE THAN 21 DAYS OR ON AREAS AND PORTIONS OF THE SITE WHICH CAN BE BROUGHT TO FINAL GRADE. 2. MULCH SHALL CONSIST OF ONE OF THE FOLLOWING: A. STRAW - STRAW SHALL BE UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 2 STRAW - STRAW SHALL BE UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 2 TONS/AC, OR 90 LBS/1000 SQ FT (TWO TO THREE BALES), THE STRAW MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY. DIVIDE AREA INTO APPROXIMATELY 1,000 SQ FT SECTIONS AND PLACE TWO 45-LB BALES OF STRAW IN EACH SECTION. B. HYDROSEEDER - WOOD CELLULOSE FIBER SHOULD BE USED AT 2,000 LB/AC OR 46 HYDROSEEDER - WOOD CELLULOSE FIBER SHOULD BE USED AT 2,000 LB/AC OR 46 LB/1,000 SQ FT C. OTHER - OTHER ACCEPTABLE METHODS INCLUDE MULCH MATTINGS APPLIED ACCORDING OTHER - OTHER ACCEPTABLE METHODS INCLUDE MULCH MATTINGS APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS OR WOOD CHIPS APPLIED AT 10-20 TONS/AC. 3. MULCH ANCHORING - MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY MULCH ANCHORING - MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR RUNOFF. THE FOLLOWING ARE ACCEPTABLE METHODS FOR ANCHORING MULCH: A. MECHANICAL - USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH MECHANICAL - USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH OR ANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOT BE FINELY CHOPPED BUT BE LEFT GENERALLY LONGER THAN 6 INCHES. B. MULCH NETTINGS - USE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, FOLLOWING ALL PLACEMENT AND ANCHORING SUGGESTIONS. USE IN AREAS OF WATER CONCENTRATION AND STEEP SLOPES TO HOLD MULCH IN PLACE. C. ASPHALT EMULSION - FOR STRAW MULCH, APPLY AT THE RATE OF 160 GAL/AC (0.1 GAL/SY) INTO THE MULCH AS IT IS BEING APPLIED OR AS RECOMMENDED BY THE MANUFACTURER. D. SYNTHETIC BINDING - FOR STRAW MULCH, SYNTHETIC BINDERS AS ACRYLIC DLR (AGRI-TAC), DCA-70, PETROSET, TERRA TACK OR EQUAL MAY BE USED AT RATES RECOMMENDED BY THE MANUFACTURER. E. WOOD CELLULOSE FIBER - WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW. THE FIBER BINDER SHALL BE APPLIED AT A NET DRY WEIGHT OF 750 LB.AC. THE WOOD CELLULOSE FIBER SHALL BE MIXED WITH WATER AND THE MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LB/100 GAL OF WOOD CELLULOSE FIBER.
AutoCAD SHX Text SPECIFICATIONS FOR PERMANENT SEEDING FOR DISTURBED AREAS REMAINING DORMANT FOR OVER 1 YEAR OR AT FINAL GRADE, PERMANENT SEEDING WILL BE APPLIED WITHIN 7 DAYS. ANY AREAS WITHIN 50 FT OF A STREAM AND AT FINAL GRADE, PERMANENT SEEDING WILL BE APPLIED WITHIN 2 DAYS. TOPSOIL TO BE MINIMUM 4" THICK. PLANTING TIME: PROCEED WITH - AND COMPLETE - LAWN WORK AS RAPIDLY AS PORTIONS OF THE SITE BECOME AVAILABLE, WORKING WITHIN SEASONAL LIMITATIONS FOR EACH KIND OF LANDSCAPE WORK REQUIRED. NORMAL SEEDING TIMES ARE AS FOLLOWS: 1. MARCH 15 TO JUNE 10 2. AUGUST 15 TO OCTOBER 1 SEEDING DURING OTHER THAN NORMAL SEEDING TIMES SHALL BE PERFORMED ONLY WITH THE PRIOR WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT WITH THE UNDERSTANDING THAT THE CONTRACT WILL THEREFORE BE ALTERED BY THE CHANGE ORDER. GRASS SEED: PROVIDE FRESH, CLEAN, NEW CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY THE OFFICIAL SEED ANALYSIS OF MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGES OF WEED SEED, AS FOLLOWS: BOTANICAL AND PERCENTAGE PERCENTAGE PERCENTAGE PERCENTAGE PERCENTAGE PERCENTAGE PERCENTAGE PERCENTAGE PERCENTAGE PERCENTAGE COMMON NAME BY WEIGHT PURITY GERMINATION WEED BY WEIGHT PURITY GERMINATION WEED PURITY GERMINATION WEED GERMINATION WEED WEED SIZE SECOND MILLENNIUM (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM) TALL FESCUE 20% 85% 80% 1.00% 20% 85% 80% 1.00% 85% 80% 1.00% 80% 1.00% 1.00% INFERNO TALL FESCUE 20% 85% 80% 1.00% 20% 85% 80% 1.00% 85% 80% 1.00% 80% 1.00% 1.00% CROSSFIRE II TALL FESCUE 20% 85% 80% 1.00% 20% 85% 80% 1.00% 85% 80% 1.00% 80% 1.00% 1.00% AVENGER TALL FESCUE 20% 85% 80% 1.00% 20% 85% 80% 1.00% 85% 80% 1.00% 80% 1.00% 1.00% BRIGHTSTAR SLT PERENNIAL RYEGRASS 10% 85% 80% 1.00% 10% 85% 80% 1.00% 85% 80% 1.00% 80% 1.00% 1.00% BROOKLAWN KENTUCKY BLUEGRASS 10% 85% 80% 1.00%10% 85% 80% 1.00% 85% 80% 1.00% 80% 1.00% 1.00%
AutoCAD SHX Text SPECIFICATIONS FOR TEMPORARY SEEDING TEMPORARY SEEDING SPECIES SELECTIONS SEEDING DATE SPECIES LB/1,000 SQ FT PER ACRE SPECIES LB/1,000 SQ FT PER ACRE LB/1,000 SQ FT PER ACRE PER ACRE MARCH 1 TO AUGUST 15 OATS 3 128 LB OATS 3 128 LB 3 128 LB 128 LB TALL FESCUE 1 40 LB 1 40 LB 40 LB ANNUAL RYEGRASS 1 40 LB 1 40 LB 40 LB PERENNIAL RYEGRASS 1 40 LB 1 40 LB 40 LB TALLFESCUE 1 40 LB 1 40 LB 40 LB ANNUAL RYEGRASS 1 40 LB 1 40 LB 40 LB AUGUST 16 TO NOVEMBER 1 RYE 3 112 LB RYE 3 112 LB 3 112 LB 112 LB TALL FESCUE 1 40 LB 1 40 LB 40 LB ANNUAL RYEGRASS 1 40 LB 1 40 LB 40 LB WHEAT 3 120 LB 3 120 LB 120 LB TALL FESCUE 1 40 LB 1 40 LB 40 LB ANNUAL RYEGRASS 1 40 LB 1 40 LB 40 LB PERENNIAL RYEGRASS 1 40 LB 1 40 LB 40 LB TALL FESCUE 1 40 LB 1 40 LB 40 LB ANNUAL RYEGRASS 1 40 LB 1 40 LB 40 LB NOVEMBER 1 TO SPRING SEEDING USE MULCH ONLY, SODDING PRACTICES OR DORMANT SEEDING. NOTE: OTHER APPROVED SEED SPECIES MAY BE SUBSTITUTED.
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GRADING AND STABILIZATION ACTIVITIES LOG
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DATE GRADING ACTIVITY INITIATED
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DESCRIPTION OF GRADING ACTIVITY
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DATE GRADING ACTIVITY CEASED (INDICATE TEMPORARY OR PERMANENT)
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DATE WHEN STABILIZATION MEASURES ARE INITIATED
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DESCRIPTION OF STABILIZATION MEASURE AND LOCATION
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SWPPP AMENDMENT LOG
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AMENDMENT NO.
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DESCRIPTION OF AMENDMENT
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DATE OF AMENDMENT
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AMENDMENT PREPARED BY [NAME(S) AND TITLE]
AutoCAD SHX Text PERFORM ALL LIMING, FERTILIZING, RAKING, AND COMPACTING OPERATIONS ONLY AT TIMES WHEN LOCAL WEATHER AND OTHER CONDITIONS AFFECTING SUCH WORK ARE NORMAL AND FAVORABLE TO THE PROPER PROSECUTION OF THE PARTICULAR WORK WITHIN THE DATES SPECIFIED OR WITHIN AN EXTENDED PERIOD OF TIME APPROVED BY THE OWNER'S REPRESENTATIVE. FERTILIZING AND LIMING: THE CONTRACTOR SHALL INTRODUCE A 10-20-10 FERTILIZER AT THE RATE OF 20 POUNDS PER 100 SQUARE FEET, AND LIME OR OTHER ADDITIVES AT THE RATE APPROVED BY THE LANDSCAPE ARCHITECT. THE ABOVE ITEMS SHALL BE WORKED INTO THE TOP 2 INCHES OF SOIL AND SMOOTHED TO GRADE TO PREPARE A PROPER BED FOR SEEDING. SOW SEED AT THE RATE OF 5 POUNDS PER 1000 SQUARE FEET FOR EACH AREA, UNIFORMLY, AND BY BROADCAST, DRILL, OR HAND SEEDING METHOD. IMMEDIATELY AFTER SOWING, RAKE DRAG, OR OTHERWISE TREAT THE AREA SO AS TO COVER THE SEED TO A DEPTH OF APPROXIMATELY INCH. 14 INCH. NO SEEDING SHALL BE DONE DURING WINDY WEATHER, OR WHEN THE GROUND SURFACE IS MUDDY, FROZEN, OR OTHERWISE NON-TILLABLE. SEED AND MULCH ALL AREAS NEWLY GRADED WITHIN THE LIMITS OF CONSTRUCTION. REPAIR ANY AND ALL LAWN AREAS THAT ARE DAMAGED OUTSIDE THE LIMITS OF CONSTRUCTION BECAUSE OF CONTRACTOR OPERATIONS. WHEN LANDSCAPE WORK IS COMPLETED, INCLUDING MAINTENANCE, THE LANDSCAPE ARCHITECT WILL MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. EROSION CONTROL BLANKETS AND MATTING SHOULD BE USED TO STABILIZE CHANNELS WHERE THE FLOW VELOCITY IS GREATER THAN 3.5 FT/SEC., STEEP SLOPES, ON HIGHLY EROSIVE SOILS AND ON AREAS SLOW TO ESTABLISH A VEGETATIVE COVER.
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15. MINIMIZE TRACKING OF SEDIMENTS BY VEHICLES BY UTILIZING THE CONSTRUCTION MINIMIZE TRACKING OF SEDIMENTS BY VEHICLES BY UTILIZING THE CONSTRUCTION ENTRANCE AS THE ENTRANCE FOR VEHICLES. MAINTAIN THIS ENTRANCE WITH STONE AS NEEDED TO PREVENT DIRT AND MUD FROM TRACKING ONTO THE ROADWAY. REGULARLY SWEEP THE ROADWAY PER TOWNSHIP REQUIREMENTS TO ENSURE ROADWAY DOES NOT BUILD UP WITH SEDIMENTS. 16. THE OWNER MUST PROVIDE REGULAR INSPECTION AND MAINTENANCE FOR ALL EROSION THE OWNER MUST PROVIDE REGULAR INSPECTION AND MAINTENANCE FOR ALL EROSION AND SEDIMENT CONTROL PRACTICES. PERMANENT RECORDS OF ALL MAINTENANCE AND INSPECTIONS MUST BE KEPT THROUGHOUT THE CONSTRUCTION PERIOD. INSPECTION MUST BE MADE A MINIMUM OF ONCE EVERY SEVEN (7) DAYS AND IMMEDIATELY AFTER STORM EVENTS GREATER THAN 0.5 INCHES OF RAIN WITHIN A 24-HOUR PERIOD. THE NAME OF OWNER'S DESIGNATED QUALIFIED INSPECTION PERSONNEL, THEIR SIGNATURE, MAJOR OBSERVATIONS, DATE OF INSPECTIONS AND CORRECTIVE MEASURES TAKEN MUST BE NOTED ON ALL INSPECTIONS. THE INSPECTIONS RECORDS MUST BE KEPT ON SITE FOR 3 YEARS AFTER CONSTRUCTION. 17. NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF. (THIS INCLUDES WASHING OUT OF CEMENT TRUCKS.) DESIGNATED WASH PIT AREAS ARE SHOWN S ARE SHOWN ARE SHOWN ON THE PLANS AND ARE PRESET FOR THIS PURPOSE AWAY FROM AREAS OF STORM WATER RUNOFF.
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1. TEMPORARY SEEDING PROVIDES EROSION CONTROL ON AREAS IN BETWEEN TEMPORARY SEEDING PROVIDES EROSION CONTROL ON AREAS IN BETWEEN CONSTRUCTION OPERATIONS. EFFECTIVE TEMPORARY SEEDING MINIMIZES THE AREA OF A CONSTRUCTION SITE PRONE TO EROSION AND SHOULD BE USED THROUGH THE SEQUENCE OF CONSTRUCTION OPERATIONS IN ALL DISTURBED AND EXPOSED SOIL AREAS THAT WILL ALLOW VEGETATION TO BE ESTABLISHED. TEMPORARY SEED SHALL BE APPLIED TEMPORARY SEED SHALL BE APPLIED BETWEEN CONSTRUCTION OPERATIONS ON SOIL THAT WILL NOT BE GRADED OR REWORKED FOR 21 DAYS BUT LESS THAN 1 YEAR OR DISTURBED AREAS THAT WILL BE IDLE OVER WINTER, PRIOR TO NOV. 1. THESE IDLE ARES SHOULD BE SEEDED AS SOON AS POSSIBLE AFTER GRADING, A MAXIMUM OF 7 DAYS, OR 2 DAYS FOR AREAS WITHIN 50' OF A STREAM. SEVERAL APPLICATIONS OF TEMPORARY SEEDING ARE NECESSARY ON TYPICAL CONSTRUCTION PROJECTS. 2. THE SEEDBED SHOULD BE PULVERIZED AND LOST TO ENSURE THE SUCCESS OF THE SEEDBED SHOULD BE PULVERIZED AND LOST TO ENSURE THE SUCCESS OF ESTABLISHING VEGETATION. HOWEVER, TEMPORARY SEEDING SHALL NOT BE POSTPONED IF IDEAL SEEDBED PREPARATION IS NOT POSSIBLE. 3. SOIL AMENDMENTS - APPLICATION OF TEMPORARY VEGETATION SHALL ESTABLISH SOIL AMENDMENTS - APPLICATION OF TEMPORARY VEGETATION SHALL ESTABLISH ADEQUATE STANDS OF VEGETATION WHICH MAY REQUIRE THE USE OF SOIL AMENDMENTS. SOIL TESTS SHOULD BE TAKEN ON THE SITE TO PREDICT THE NEED FOR LIME AND FERTILIZER. 4. SEEDING METHOD - SEED SHALL BE APPLIED UNIFORMLY WITH A CYCLONE SEEDER, SEEDING METHOD - SEED SHALL BE APPLIED UNIFORMLY WITH A CYCLONE SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. WHEN FEASIBLE, SEED THAT HAS BEEN BROADCAST SHALL BE COVERED BY RAKING OR DRAGGING AND THEN LIGHTLY TAMPED INTO PLACE USING A ROLLER OR CULTIPACKER. IF HYDROSEEDING IS USED, THE SEED AND FERTILIZER WILL BE MIXED ON-SITE AND THE SEEDING SHALL BE DONE IMMEDIATELY AND WITHOUT INTERRUPTION.
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TOLEDO AIR NATIONAL GUARD BASE
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
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REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
AutoCAD SHX Text WANIX ARCHITECTS 4208 PROSPECT AVENUE CLEVELAND OHIO 44103 TELEPHONE (440) 570-9829
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CONSTRUCTION
R.E. Warner & Assoc. Inc.
APRIL 6, 2020
AutoCAD SHX Text THIS DRAWING IN ELECTRONIC FORM IS BEING PROVIDED FOR THE CLIENT'S USE ONLY. BECAUSE OF POTENTIAL DATA DEGRADATION AND FOR RECORD PURPOSES, R.E. WARNER AND ASSOCIATES INC. (REW) MAINTAINS AN ELECTRONIC COPY IN PORTABLE DOCUMENT FORMAT (ADOBE PDF) OF EACH ISSUE AS THE COPY OF RECORD. MODIFICATION AND/OR USE OF THIS FILE WITHOUT WRITTEN PERMISSION OF REW IS AT THE SOLE RISK OF THE USER. REW SHALL BE INDEMNIFIED AND HELD HARMLESS FOR ANY DAMAGES INCURRED CAUSED BY THE MISUSE OF THIS FILE BY THE USER, INCLUDING COSTS OF REW LEGAL EXPENSES INCLUDING BUT NOT LIMITED TO REW DEFENSE OF ANY CLAIMS, INCLUDING ATTORNEY FEES.
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REW ELECTRONIC DRAWING FILE DISCLAIMER
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NO
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DESCRIPTION
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REVISIONS
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B2 SUBMITTAL
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HEATED VEHICLE OPERATIONS
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PARKING STRUCTURE
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CIVIL
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SWPP DETAILS
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WTV
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WTV
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TELEPHONE (440) 835-9400
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25777 DETROIT ROAD
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WESTLAKE, OHIO 44145
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LA OFFICE PLAZA II SUITE 200
AutoCAD SHX Text O:\61118\Issue\20200402 - B3 Submttal\C302.dwg TJK 4/2/2020 1:26 PMC302.dwg TJK 4/2/2020 1:26 PM TJK 4/2/2020 1:26 PMTJK 4/2/2020 1:26 PM 4/2/2020 1:26 PM4/2/2020 1:26 PM
AutoCAD SHX Text Printed by TJK on Thursday, April 02, 2020 - 1:26 PMTJK on Thursday, April 02, 2020 - 1:26 PM on Thursday, April 02, 2020 - 1:26 PMThursday, April 02, 2020 - 1:26 PM - 1:26 PM1:26 PM
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REW #: 61118 NG #: WYTD18205261118 NG #: WYTD182052 NG #: WYTD182052WYTD182052
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%%UPLAN VIEW
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%%USECTION A-A
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10 MIL PLASTIC LINING
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BINDING WIRE
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STAPLES (2 PER BALE)
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STRAW BALE (TYP.)
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WOOD OR METAL STAKES (2 PER BALE)
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NATIVE MATERIAL (OPTIONAL)
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10 MIL PLASTIC LINING
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STRAW BALE (TYP.)
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STAKE (TYP.)
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1/8" DIA STEEL WIRE
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CONCRETE & TRUCK WASHOUT
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%%USIGN
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%%USTAPLE
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PLYWOOD PAINTED WHITE (LAG SCREWED TO POST)
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BLACK LETTERS (6" HEIGHT)
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GRADE
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