564-23-702 - DRAWINGS.pdf
PDF 7 MB Posted
- Solicitation number
- 36C25625R0080_UPGRADE_MULTIPLE_PARKING_LOTS
About this file
These are engineering bid documents for upgrading multiple parking lots at the Veterans Health Care System of the Ozarks in Fayetteville, Arkansas. The project (VA Project No. 564-23-702) involves seal coating, crack sealing, re-striping, and constructing paved parking in five distinct phases across lots C, P, Q, M, MC, and 3G, totaling approximately 279 parking stalls. The project includes detailed plans for demolition, grading, erosion control, landscaping, and specific parking lot improvements, with phased work to minimize disruption to medical center operations.
The bid documents are specifically targeted for Service-Disabled Veteran-Owned Small Businesses (SDVOSB), with a project cost estimated between $500,000 and $1,000,000. The anticipated contract period is 180 calendar days after notice to proceed, with key dates including a mandatory site visit on 20 May 2025, Request for Information (RFI) deadline of 27 May 2025, RFP posting on 12 May 2025, and proposal due date of 12 June 2025. Contractors must be verified in the VetCert system and registered in the System for Award Management (SAM) to be eligible.
View the file
Other files
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
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ co ve r.d w g ed it:
at hi el e sa ve d:
1/
/2
:4
AM
p lo t:1 /2
9/
0:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
COVER SHEET
C0
DEPARTMENT OF VETERANS AFFAIRS
FAYETTEVILLE MEDICAL CENTER
BID DOCUMENTS | VA PROJECT NO. 564-23-702
CONSULTANTS
1100 N COLLEGE AVE, FAYETTEVILLE, AR 72703
PROJECT MANAGEMENT, CIVIL ENGINEERING,
LANDSCAPE ARCHITECTURE, LAND SURVEYING,
CEMETERY PLANNING, INTERIORS
13605 1ST AVENUE NORTH, SUITE 100
PLYMOUTH, MN 55441
PRIME CONSULTANT
SITE DATA
STREET ADDRESS:
1100 N COLLEGE AVE,
FAYETTEVILLE, AR 72703
FAYETTEVILLE MEDICAL CENTER
VICINITY MAP LOCATION MAP
PROJECT LOCATION
PROJECT LOCATION
Sheet List Table
SHEET TITLE
C0 COVER SHEET
C1 PHASING PLAN
C2 DEMOLITION PLAN
C2-A DEMOLITION PLAN - ADD ALTERNATE
C3 PAVING PLAN
C3-A PAVING PLAN - ADD ALTERNATE
C4 GRADING & EROSION CONTROL PLAN BID
C4-A GRADING & EROSION CONTROL PLAN - ADD ALTERNATE
C5 LANDSCAPING PLAN
C5-A LANDSCAPING PLAN - ADD ALTERNATE
C6 SEAL COAT, CRACK SEAL & RESTRIPING PLAN
C7 DETAILS
C8 DETAILS
C9 DETAILS
ANDERSON ENGINEERING OF MN, LLC
PROJECT OVERVIEW
LOT C
SEAL COATING
& RESTRIPING
LOT P
SEAL COATING
& RESTRIPING
QUARTERS DRIVE
PARKING
LOT Q
SEAL COATING
& RESTRIPING
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text U
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ ph as in g.
dw dv an cu ra s av ed
:1 /2
8/
:1
PM
lo t:1
/2 9/
0:
A
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
PHASING PLAN
N
0 100' 200'
C1
PHASE 1
LOT C - 90 STALLS
PHASE 5
3G - 51 STALLSPHASE 4
M- 23 STALLS
MC - 5 STALLS
PHASING NOTES
1. SEAL COATING, CRACK SEALING & RE-STRIPING OF
LOTS C, Q, AND P MUST BE COMPLETED SATURDAY
AND SUNDAY ONLY.
2. CONTRACTOR TO SUBMIT PHASING PLAN FOR LOTS
C,Q, AND P TO COR FOR APPROVAL NO LATER THAN
2 WEEKS PRIOR TO CONSTRUCTION.
3. SEAL COATING, CRACK SEALING & RE-STRIPING OF
LOTS C, Q, AND P MUST BE PHASED SO THAT ONLY
ONE OF THESE LOTS IS UNAVAILABLE FOR PARKING
AT ANY GIVEN TIME.
4. SEAL COAT MUST BE FULLY CURED BEFORE
RE-STRIPING CAN BEGIN IN THAT AREA.
5. SEAL COAT TO BE CURED PER MANUFACTURER'S
RECOMMENDATIONS.
6. PHASE 1, 2, AND 3 MUST BE COMPLETE AND
ACCEPTED BY VA PRIOR TO BEGINNING PHASE 4
AND 5. PHASE 2 AND 3 MAY BE COMBINED.
7. PHASE 4 MUST BE COMPLETE AND ACCEPTED BY VA
PRIOR TO BEGINNING PHASE 5. PHASE 4 AND 5 MAY
NOT BE COMBINED.
8. COORDINATE ALL PHASING AND PROJECT WORK
WITH COR.
C6
C6
C6
C3
PHASE 2
LOT Q - 26 STALLS
PHASE 3
LOT P - 175 STALLS
M
MC
M
M M
PHASING
PHASE 1 - PARKING LOT C
SEAL COAT AND RE-STRIPING
PHASE 2 - PARKING LOT Q
SEAL COAT AND RE-STRIPING
PHASE 3 - PARKING LOT P
SEAL COAT AND RE-STRIPING
PHASE 4 - PARKING LOT M & MC
CONSTRUCT PAVED PARKING
PHASE 5 - PARKING LOT 3G
CONSTRUCT PAVED PARKING
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\ al te rn at e sh ee ts
\1
_c
_d em o_ al t1 .d w dv an av ed :1
/2 8/
:5 lo t:1 /2
9/
0:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
LEGEND
N
0 30' 60'
LEGEND
PROPERTY LIMITS
EXISTING STORM SEWER
EXISTING FENCE
EXISTING HYDRANT AND GV
EXISTING STORM SEWER INLET
REMOVE EXISTING BITUMINOUS
PAVEMENT
REMOVE EXISTING CONCRETE
CURB
REMOVE TREE
PROTECT TREE, SEE 6/C7
SAWCUT EXISTING BITUMINOUS
PAVEMENT
DEMOLITION PLAN
C2
KEY NOTES
REMOVE EXISTING BITUMINOUS PAVEMENT.
REMOVE EXISTING CONCRETE CURB.
REMOVE EXISTING TREE.
SAWCUT 1' FROM EDGE OF EXISTING BITUMINOUS
PAVEMENT TO PROVIDE CLEAN MATCHPOINT FOR NEW
PAVEMENT. SEE DETAIL 3/C7.
LIMITS OF NEW PAVEMENT. STRIP EXISTING
VEGETATION AND TOPSOIL WITHIN CONSTRUCTION
AREAS AND REMOVE EXISTING GRAVEL.
REMOVE EXISTING STUMP.
REMOVE AND SALVAGE FOUR (4) EXISTING
"CONTRACTOR PARKING ONLY" SIGNS. PROVIDE
SALVAGED POSTS AND SIGNS TO VA.
REMOVE AND SALVAGE TWO (2) "EMPLOYEE PARKING
ONLY" SIGNS. PROVIDE SALVAGED POSTS AND SIGNS
TO VA.
SAWCUT EXISTING CONCRETE CURB TO PROVIDE CLEAN
MATCHPOINT FOR NEW PAVEMENT.
REMOVE AND SALVAGE REASONABLE ACCOMMODATION
SIGNAGE. PROVIDE SALVAGE POSTS AND SIGNS TO VA.
REMOVE EXISTING BOLLARD.
FIELD VERIFY DEPTH OF EXISTING UNDERGROUND
ELECTRIC LINE. NOTIFY ENGINEER/COR IF RELOCATION
IS NEEDED FOR INSTALLATION OF PROPOSED PARKING
LOT.
PROTECT EXISTING FENCE AND GATE
2 1
N. Q
UARTERS DR.
S. Q
UARTERS DR.
DEMOLITION NOTES
1. CONTRACTOR SHALL COORDINATE UTILITY LOCATE
PRIOR TO START OF DEMOLITION/CLEARING. LOCATE
MAY REQUIRE PRIVATE UTILITY LOCATOR IN ADDITION
TO ONE-CALL.
2. COORDINATE TREE REMOVAL SCHEDULE WITH COR
AND PROVIDE MINIMUM TWO WEEKS NOTICE BEFORE
REMOVING TREES.
3. PRESERVE ALL TREES NOT SHOWN FOR REMOVAL.
4. REMOVE & DISPOSE OF ALL CONCRETE WHEEL STOPS.
5. REMOVE & SALVAGE ALL EXISTING SIGNAGE NOT
SHOWN ON PLANS WITHIN CONSTRUCTION AREA.
PROVIDE SALVAGED POST AND SIGNS TO VA.
MAINTAIN ACCESS TO
EXISTING GRAVEL LOT
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text G R A V E L
EDGE OF GRAVEL
ADD ALTERNATE #1
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ de m o.
dw dv an av ed :1
/2 9/
0:
A
M lo t:1
/2 9/
0:
A
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
LEGEND
N
0 30' 60'
LEGEND
PROPERTY LIMITS
EXISTING STORM SEWER
EXISTING FENCE
EXISTING HYDRANT AND GV
EXISTING STORM SEWER INLET
REMOVE EXISTING BITUMINOUS
PAVEMENT
REMOVE EXISTING CONCRETE
CURB
REMOVE TREE
PROTECT TREE, SEE 6/C7
SAWCUT EXISTING BITUMINOUS
PAVEMENT
DEMOLITION PLAN -
ADD ALTERNATE
C2-A
KEY NOTES
REMOVE EXISTING BITUMINOUS PAVEMENT.
REMOVE EXISTING CONCRETE CURB.
REMOVE EXISTING TREE.
SAWCUT 1' FROM EDGE OF EXISTING BITUMINOUS
PAVEMENT TO PROVIDE CLEAN MATCHPOINT FOR NEW
PAVEMENT. SEE DETAIL 3/C7.
LIMITS OF NEW PAVEMENT. STRIP EXISTING
VEGETATION AND TOPSOIL WITHIN CONSTRUCTION
AREAS AND REMOVE EXISTING GRAVEL.
REMOVE EXISTING STUMP.
REMOVE AND SALVAGE FOUR (4) EXISTING
"CONTRACTOR PARKING ONLY" SIGNS. PROVIDE
SALVAGED POSTS AND SIGNS TO VA.
REMOVE AND SALVAGE TWO (2) "EMPLOYEE PARKING
ONLY" SIGNS. PROVIDE SALVAGED POSTS AND SIGNS
TO VA.
SAWCUT EXISTING CONCRETE CURB TO PROVIDE CLEAN
MATCHPOINT FOR NEW PAVEMENT.
REMOVE AND SALVAGE REASONABLE ACCOMMODATION
SIGNAGE. PROVIDE SALVAGE POSTS AND SIGNS TO VA.
REMOVE EXISTING BOLLARD.
FIELD VERIFY DEPTH OF EXISTING UNDERGROUND
ELECTRIC LINE. NOTIFY ENGINEER/COR IF RELOCATION
IS NEEDED FOR INSTALLATION OF PROPOSED PARKING
LOT.
PROTECT EXISTING FENCE AND GATE
2 1
N. Q
UARTERS DR.
S. Q
UARTERS DR.
6 7
DEMOLITION NOTES
1. CONTRACTOR SHALL COORDINATE UTILITY LOCATE
PRIOR TO START OF DEMOLITION/CLEARING. LOCATE
MAY REQUIRE PRIVATE UTILITY LOCATOR IN ADDITION
TO ONE-CALL.
2. COORDINATE TREE REMOVAL SCHEDULE WITH COR
AND PROVIDE MINIMUM TWO WEEKS NOTICE BEFORE
REMOVING TREES.
3. PRESERVE ALL TREES NOT SHOWN FOR REMOVAL.
4. REMOVE & DISPOSE OF ALL CONCRETE WHEEL STOPS.
5. REMOVE & SALVAGE ALL EXISTING SIGNAGE NOT
SHOWN ON PLANS WITHIN CONSTRUCTION AREA.
PROVIDE SALVAGED POST AND SIGNS TO VA.
MAINTAIN ACCESS TO
EXISTING GRAVEL LOT
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text G R A V E L
EDGE OF GRAVEL
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\ al te rn at e sh ee ts
\1
_c
_s ite
_a lt1
.d w at hi el e sa ve d:
1/
/2
:3
AM
lo t:1
/2 9/
0:
A
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
LEGEND
PROPERTY LIMITS
PROPOSED BITUMINOUS
PAVEMENT (SEE DETAIL 2/C7)
NO PARKING ZONE
NUMBER OF PARKING STALLS IN
SECTION
TOTAL PARKING PROVIDED:
69 STALLS
PAVING PLAN
9' (TYP.)
18'20'
24'
9'
20'
9'
20'
9'
20'
9'
20' 9'
C3
60° (TYP.)
KEY NOTES
SHARED BIKE LANE MARKINGS. SEE DETAIL 7/C8
FUTURE EHRM PROJECT ENTRANCE
6' PLASTIC PARKING STOP, YELLOW, ULINE H-2309Y OR
APPROVED EQUAL
ACCESSIBLE PARKING SIGNAGE, MUTCD R7-8. SEE
DETAIL 2/C9.
"MOTORCYCLE PARKING ONLY" SIGN, HIGH INTENSITY
REFLECTIVITY, LYLE LS-15504 OR APPROVED EQUAL.
SEE DETAIL 4/C9
FIVE (5) "CONTRACTOR PARKING ONLY" SIGNS. SEE
DETAIL 5/C9
INSTALL STOP SIGNAGE, MUTCD R1-1. SEE DETAIL 3/C9.
CONTRACTOR STOCKPILE AREA.
RED CURB STRIPING FOR FIRE LANE. ADD "NO PARKING
FIRE LANE" TEXT AT MIDPOINT OF SECTION. SEE DETAIL
4/C8
RED STRIPING ON EDGE OF BITUMINOUS PAVEMENT FOR
FIRE LANE. ADD "NO PARKING FIRE LANE" TEXT AT
MIDPOINT OF SECTION AND EVERY 50' MINIMUM. SEE
DETAIL 4/C8.
INSTALL REMOVABLE BOLLARD, SEE 2/C7.
INSTALL NON-REMOVABLE BOLLARD, SEE 1/C7.
ACCESSIBLE PARKING SPACE, SEE 8/C8.
STOP LINE PER NOTE ON DETAIL 1/C8.
24'
18'
N. Q
UARTERS DR.
S. Q
UARTERS DR.
GENERAL NOTES
1. CONTRACTOR TO USE MANUFACTURERS FROM ARDOT
QUALIFIED PRODUCTS LIST (QPL) FOR PROPOSED
BITUMINOUS PAVEMENT.
2. ALL SIGNAGE TO USE HEAVY-DUTY STEEL U-CHANNEL
POSTS, GALVANIZED FINISH, ULINE H-1662 OR
APPROVED EQUAL.
4.50'
R3'
R3'R
13.3'
10BEGIN
10END
R12' R1 2'
R4'
5'
N
0 30' 60'
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
EDGE OF BITUMINOUS
ADD ALTERNATE #1
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ si te .d w dv an av ed :1
/2 9/
0:
lo t:1
/2 9/
0:
A
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
LEGEND
PROPERTY LIMITS
PROPOSED BITUMINOUS
PAVEMENT (SEE DETAIL 2/C7)
NO PARKING ZONE
NUMBER OF PARKING STALLS IN
SECTION
TOTAL PARKING PROVIDED:
79 STALLS
PAVING PLAN - ADD
ALTERNATE
9' (TYP.)
18'20'
9'
24'
9'
20'
9'
20'
9'
20'
9'
20' 9'
C3-A
60° (TYP.)
KEY NOTES
SHARED BIKE LANE MARKINGS. SEE DETAIL 7/C8
FUTURE EHRM PROJECT ENTRANCE
6' PLASTIC PARKING STOP, YELLOW, ULINE H-2309Y OR
APPROVED EQUAL
ACCESSIBLE PARKING SIGNAGE, MUTCD R7-8. SEE
DETAIL 2/C9.
"MOTORCYCLE PARKING ONLY" SIGN, HIGH INTENSITY
REFLECTIVITY, LYLE LS-15504 OR APPROVED EQUAL.
SEE DETAIL 4/C9
FIVE (5) "CONTRACTOR PARKING ONLY" SIGNS. SEE
DETAIL 5/C9
INSTALL STOP SIGNAGE, MUTCD R1-1. SEE DETAIL 3/C9.
CONTRACTOR STOCKPILE AREA.
RED CURB STRIPING FOR FIRE LANE. ADD "NO PARKING
FIRE LANE" TEXT AT MIDPOINT OF SECTION. SEE DETAIL
4/C8
RED STRIPING ON EDGE OF BITUMINOUS PAVEMENT FOR
FIRE LANE. ADD "NO PARKING FIRE LANE" TEXT AT
MIDPOINT OF SECTION AND EVERY 50' MINIMUM. SEE
DETAIL 4/C8.
INSTALL REMOVABLE BOLLARD, SEE 2/C7.
INSTALL NON-REMOVABLE BOLLARD, SEE 1/C7.
ACCESSIBLE PARKING SPACE, SEE 8/C8.
STOP LINE PER NOTE ON DETAIL 1/C8.
24'
18'
N. Q
UARTERS DR.
S. Q
UARTERS DR.
GENERAL NOTES
1. CONTRACTOR TO USE MANUFACTURERS FROM ARDOT
QUALIFIED PRODUCTS LIST (QPL) FOR PROPOSED
BITUMINOUS PAVEMENT.
2. ALL SIGNAGE TO USE HEAVY-DUTY STEEL U-CHANNEL
POSTS, GALVANIZED FINISH, ULINE H-1662 OR
APPROVED EQUAL.
4.50'
R3'
R3'R
13.3'
R7'
10BEGIN
10END
R12' R1 2'
R4'
R 4'
5'
N
0 30' 60'
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
3.5%
3.5%
6.6%
5.5%
9.3% 3.5%
3.3%
6.7%
5.0%
1.2%
5.2%
ME 1446.89
ME 1444.62
ME 1442.99
ME 1446.90
1448.76
ME 1447.92
ME 1449.03
ME 1446.81
1448.38
ME 1447.57
ME 1447.36
ME 1447.14
ME 1446.03
ME 1445.42
ME 1445.05
ME 1445.14
ME 1445.98
1447.21
ME 1446.83
1448.90
ME 1447.06
.9
ME 1446.60
M E
.7
ME 1445.14
1445.36
1444.23
1445.02
HP 14
.30
.78
1447.70
ME 1444.45
HP 1445.39
.5
ME 1447.12ME 1447.18ME 1447.25
ME 1447.04
1447.54 1447.551447.58
.6
1445.88
ME 1447.79
1443.28
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\ al te rn at e sh ee ts
\1
_c
_g ra d_ al t1 .d w dv an av ed :1
/2 8/
:3 lo t:1 /2
9/
0:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
LEGEND
GRADING & EROSION
CONTROL PLAN BID
C4
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
SLOPE ARROW
BIO ROLL
SILT FENCE
INLET SEDIMENT PROTECTION
ROCK CONSTRUCTION ENTRANCE
SPOT ELEVATION
MATCH EXISTING
HIGH POINT
ME 800.1
800.1
4.3%
FUTURE EHRM PROJECT ENTRANCE
N. Q
UARTERS DR.
S. Q
UARTERS DR.
HP 800.1
KEY NOTES
GENERAL NOTES
1. FIELD VERIFY ALL MATCH POINT ELEVATIONS AND
NOTIFY COR OF ANY DISCREPANCIES.
2. ALL PAVEMENT MATCH POINTS INTENDED TO PROVIDE
FLUSH TRANSITION TO EXISTING IMPROVEMENTS.
NOTIFY ENGINEER/COR OF ANY DISCREPANCIES.
MAINTAIN ACCESS TO
EXISTING GRAVEL LOT
N
0 30' 60'
BOTTOM OF GATE ELEVATION 1444.68. ELEVATION OF
THE BOTTOM OF THE GATE PROVIDED BY THE VA.
CONTRACTOR TO FIELD VERIFY GATE ELEVATION
ACCOMMODATES PROPOSED GRADES. NOTIFY
ENGINEER WITH ANY DISCREPANCIES.
MATCH PROPOSED PARKING ACCESS INTO GRADE OF
EXISTING DRIVE.
RESTORE STOCKPILE AREA TO EXISTING GRADES AFTER
USE OF AREA HAS CEASED. RESTORE TURF AS
NECESSARY.
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
1449 4.8%
3.5%
3.5%
6.2%
5.5%
9.3% 3.5%
3.3%
6.7%
5.0%
1.2%
5.2%
ME 1446.89
ME 1444.62
ME 1442.99
ME 1446.90
1448.76
ME 1447.92
ME 1449.03
ME 1446.81
1448.38
ME 1447.57
ME 1447.36
ME 1447.14
ME 1446.03
ME 1445.42
ME 1445.05
ME 1445.14
ME 1445.98
1447.21
ME 1446.83
1448.90
ME 1447.06
.9
ME 1446.60
M E
.7
ME 1445.14
1445.36
1444.23
1445.02
HP 14
.30
.78
1447.70
ME 1444.45
HP 1445.39
.5
ME 1447.12ME 1447.18ME 1447.25
ME 1447.04
1447.54 1447.551447.58
.6
1445.88
.24
ME 1447.79
1443.28
ADD ALTERNATE #1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ gr ad .d w dv an av ed :1
/2 9/
0:
lo t:1
/2 9/
0:
A
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
LEGEND
GRADING & EROSION
CONTROL PLAN - ADD
ALTERNATE
C4-A
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
SLOPE ARROW
BIO ROLL
SILT FENCE
INLET SEDIMENT PROTECTION
ROCK CONSTRUCTION ENTRANCE
SPOT ELEVATION
MATCH EXISTING
HIGH POINT
ME 800.1
800.1
4.3%
FUTURE EHRM PROJECT ENTRANCE
N. Q
UARTERS DR.
S. Q
UARTERS DR.
HP 800.1
KEY NOTES
BOTTOM OF GATE ELEVATION 1444.68. ELEVATION OF
THE BOTTOM OF THE GATE PROVIDED BY THE VA.
CONTRACTOR TO FIELD VERIFY GATE ELEVATION
ACCOMMODATES PROPOSED GRADES. NOTIFY
ENGINEER WITH ANY DISCREPANCIES.
MATCH PROPOSED PARKING ACCESS INTO GRADE OF
EXISTING DRIVE.
RESTORE STOCKPILE AREA TO EXISTING GRADES AFTER
USE OF AREA HAS CEASED. RESTORE TURF AS
NECESSARY.
GENERAL NOTES
1. FIELD VERIFY ALL MATCH POINT ELEVATIONS AND
NOTIFY COR OF ANY DISCREPANCIES.
2. ALL PAVEMENT MATCH POINTS INTENDED TO PROVIDE
FLUSH TRANSITION TO EXISTING IMPROVEMENTS.
NOTIFY ENGINEER/COR OF ANY DISCREPANCIES.MAINTAIN ACCESS TO
EXISTING GRAVEL LOT
N
0 30' 60'
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
14431444
1452 1450 1448
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\ al te rn at e sh ee ts
\1
_c
_p la nt in g_ al t1 .d w dv an av ed :1
/2 2/
0:
lo t:1
/2 9/
0:
A
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
N
0 30' 60'
LANDSCAPING PLAN
C5
REFRESH GRAVEL
SURFACE TO PROVIDE
SMOOTH TRANSITION
N. Q
UARTERS DR.
S. Q
UARTERS DR.
LEGEND
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
TURF RESTORATION
GENERAL NOTES
1. FIRST 3 FEET ADJACENT TO PAVED SURFACES SHALL
BE RESTORED WITH TALL FESCUE SOD. REMAINDER OF
TURF RESTORATION MAY BE SEEDED.
2. CONTRACTOR SHALL FINISH GRADE FINAL TOPSOIL
SURFACE PRIOR TO TURF RESTORATION. FINISH GRADE
BY HAND AS NECESSARY.
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
ADD ALTERNATE #1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ pl an tin g.
dw dv an av ed
:1 /2
9/
0:
lo t:1 /2
9/
0:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
N
0 30' 60'
LANDSCAPING PLAN -
ADD ALTERNATE
C5-A
REFRESH GRAVEL
SURFACE TO PROVIDE
SMOOTH TRANSITION
N. Q
UARTERS DR.
S. Q
UARTERS DR.
LEGEND
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
TURF RESTORATION
GENERAL NOTES
1. FIRST 3 FEET ADJACENT TO PAVED SURFACES SHALL
BE RESTORED WITH TALL FESCUE SOD. REMAINDER OF
TURF RESTORATION MAY BE SEEDED.
2. CONTRACTOR SHALL FINISH GRADE FINAL TOPSOIL
SURFACE PRIOR TO TURF RESTORATION. FINISH GRADE
BY HAND AS NECESSARY.
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ si te .d w dv an av ed :1
/2 9/
0:
lo t:1
/2 9/
0:
A
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
LEGEND
PROPERTY LIMITS
SEAL COAT AND CRACK SEAL
BITUMINOUS PAVEMENT
NO PARKING ZONE
NUMBER OF PARKING STALL IN
SECTION
TRAFFIC FLOW ARROW, WHITE
INLET SEDIMENT PROTECTION
SEAL COAT, CRACK SEAL
& RESTRIPING PLAN
1 LOT C SEAL COAT, CRACK SEAL & RE-STRIPING PLAN
1" = 30'
N
0 30' 60'
9.00'5.25'
18.00'
18.00'
18.00'
8.
18.00'
8.
2 LOT Q SEAL COAT, CRACK SEAL & RE-STRIPING PLAN
1" = 30'
N
0 30' 60'
N
0 30' 60'
3 LOT P SEAL COAT, CRACK SEAL & RE-STRIPING PLAN
1" = 30'
18.00'
18.00'
9.00'9.00'
18.00'
9.00'
GENERAL NOTES
1. CONTRACTOR TO USE PRODUCTS FROM ARDOT QUALIFIED PRODUCTS LIST (QPL)
FOR ALL SEAL COATING, CRACK SEALING & RE-STRIPING.
2. ALL EXISTING CRACKS SHALL BE CLEANED IMMEDIATELY PRIOR TO FILLING WITH
HOT AIR LANCE. CRACKS WIDER THAN 14" IN WIDTH SHALL BE ROUTED PRIOR TO
CLEANING WITH HOT AIR LANCE. ROUTING SHALL BE DONE PER DETAIL 5/C7.
3. PAVEMENT SHALL BE VACUUM SWEPT PRIOR TO SEAL COATING TO REMOVE
LOOSE DEBRIS.
4. PROTECT SURFACES ADJACENT TO SEALCOAT AREAS TO PREVENT ADHESION OF
OVERSPRAY.
5. ALL PAVEMENT STRIPING TO BE 4" WIDE AND WHITE UNLESS OTHERWISE NOTED.
6. ALL EQUIPMENT USED IN LOT P MUST ACCOMMODATE THE EXISTING SOLAR
PANELS' CLEARANCE HEIGHT OF 11'-0".
7. SEAL COATING, CRACK SEALING & RESTRIPING SHALL NOT OCCUR IN
TEMPERATURES BELOW 45°F
8. ALL SIGNAGE TO USE HEAVY-DUTY STEEL U-CHANNEL POSTS, GALVANIZED FINISH,
ULINE H-1662 OR APPROVED EQUAL.
5.00'
MAINT. CART
PARKING (3),
YELLOW STRIPING
18.00'
9.00'
9.00'
18.00'
8.
18.00'
8.59'
18.00'
8.
18.00'
12.00'
.0
0'
9.00'
18.00'
9.
12.00'
18.00'
18.00'
18.00'
C6
8.
8.
8.
' 8.
KEY NOTES
RED CURB STRIPING FOR FIRE LANE. ADD "NO
PARKING FIRE LANE" TEXT TO MATCH EXISTING. SEE
DETAIL 4/C8
2' x 10' WHITE STOP MARKER
2' X 10' WHITE MARKERS SPACED EVENLY THROUGH
CROSSWALK. SEE DETAIL 1/C8 AND 2/C8
BLUE PAVEMENT STRIPING. ACCESSIBLE PARKING
SYMBOL PER DETAIL 8/C8.
FIVE (5) VAN ACCESSIBLE PARKING SPACES, SEE 8/C8
REMOVE WHEEL STOP, REPLACE WITH 6' PLASTIC
PARKING STOP, YELLOW, ULINE H-2309Y OR
APPROVED EQUAL.
REMOVE AND REINSTALL EXISTING COMPOSITE
WHEEL STOPS. STOCKPILE REMOVED WHEEL STOPS
IN STOCKPILE AREA SHOWN ON SHEET C3 UNTIL
REINSTALLATION.
REMOVE YELLOW CURB PAINT
REMOVE EXISTING YIELD SIGN. REPLACE WITH STOP
SIGN, MUTCD R1-1, SEE 3/C9
"MOTORCYCLE PARKING ONLY" PAVEMENT MARKING.
SEE DETAIL 3/C8
INSTALL NON-REMOVABLE BOLLARD, SEE 1/C7
DETECTABLE WARNING STRIP, SEE 9/C7
REMOVE, STORE, AND REINSTALL EXISTING CUSTOM
PARKING RESTRICTION SIGNS.
REMOVE, STORE, AND REINSTALL (2) EXISTING
ACCESSIBLE PARKING SIGNAGE. INSTALL (2) NEW
ACCESSIBLE PARKING SIGNAGE, MUTCD R7-8. SEE
DETAIL 2/C9.
SOLID 4" WIDE WHITE PAVEMENT MARKING.
4" WIDE WHITE DASHED PAVEMENT MARKING. 1' LONG
WITH 3' GAP.
PROTECT EXISTING ACCESSIBILITY PARKING
SIGNAGE TO REMAIN.
PEDESTRIAN LANE SYMBOL. SEE 9/C8.
CAUTION - OVERHEAD MOUNTED SOLAR ARRAY.
CONTRACTOR TO VERIFY HEIGHT FROM PAVEMENT
TO BOTTOM OF SOLAR ARRAY FRAME THROUGH
LOT P. CONTRACTOR SHALL ENSURE SEAL COAT
EQUIPMENT CAN MANEUVER AND OPERATE WITHIN
LOT P WITOUT INTERFERENCE TO OR FROM SOLAR
ARRAY.
2(TYP.)
VAN
VANVANVANVAN
2' (TYP.)
(TYP.)
6 (TYP.)
5.00'
8.00'
5.0 0'
SAWCUT PAVEMENT FULL DEPTH
MATCH ELEVATION AT EX. PAVEMENT
3" BITUMINOUS SURFACE COURSE, ARDOT 12.5 MM HMAC
EX. PAVEMENT
5 ROUTING OF EXISTING ASPHALT CRACKS
NTS
6 INLET PROTECTION
NTS 7 SILT FENCE
NTS
NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO
WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR
WOOD POSTS WITH STAPLES.
DIRECTION OF
RUNOFF FLOW
2' MIN
ENGINEERING FABRIC
FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED
NATURAL SOILMETAL OR WOOD
POST OR STAKE
WIRE MESH
REINFORCEMENT
(OPTIONAL)
TYPICAL INSTALLATION
NATURAL SOIL
6" MIN.
6" MIN.
EXISTING CRACK
0.5"
0.
5"
PAVEMENT SURFACE
ROUTE 12" X 12"
ALONG EXISTING
CRACK TO MAKE
CRACK SEALANT
RESERVOIR
2 REMOVABLE BOLLARD
NTS
4 BITUMINOUS PAVEMENT SECTION
NTS
3" BITUMINOUS SURFACE
COURSE, ARDOT 12.5 MM HMAC
6" AGGREGATE BASE, ARDOT CLASS 7
SUBGRADE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ de ta il.
dw dv an av ed :1
/1 3/
:5 lo t:1 /2
9/
0:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
DETAILS
C7
CONCRETE POST BARRICADES REMOVABLE POST BARRICADE REMOVABLE POST BARRICADE - STRAP DETAIL
NOTE:
DETECTABLE WARNING PANEL
SHALL BE A CONTRASTING
COLOR TO THE SIDEWALK.
AMERICANS WITH DISABILITIES
ACT 4.29.2 STANDARDS
P = 2.35" D = 3.32"
SPECIFICATIONS
P
D
2" EXPANSION JOINT
2' X 4' DEEP DETECTABLE WARNING PANEL,
(FOR FULL WIDTH OF RAMP)
0.
5" 0.
2" 0.45"
0.9"
0.
7"
0.25"
CURB
ROCK LOG WATTLE
FILLED WITH 1 12" ROCK
6" ANCHOR FLAP REACHING
UNDER GRATE
INLET
6" AGGREGATE BASE, ARDOT CLASS 7
1'-0
EX
IS
TI
N
G E
D G
E
O F
AS
PH
AL
T
6" TO 8"
MATCH EXISTING DEPTH
3 SAWCUT DETAIL
NTS
9 TRUNCATED DOME DETAIL
NTS
PARKING LANE
1 NON-REMOVABLE BOLLARD
NTS
8 TREE PROTECTION
NTS
4' -0
EQ EQ
ZONE A:
DIA=1/2X
ZONE B:
DIA=X
ZONE C:
DIA=2X
PLAN VIEW
ELEVATION VIEW
FENCING/ROOT PROTECTION
6' HIGH CHAIN LINK FENCING SHALL BE
PROVIDED AND MAINTANED AT THE DRIPLINE
OF EACH TREE OR AROUND A GROUP OF
TREES AT THE DRIPLINE OF OUTSIDE TREES.
THE ENGINEER'S APPROVAL IS REQUIRED
FOR USE/ACCESS WITHIN ZONE B.
PERMISSION FOR USE/ACCESS REQUIRES
SURFACE PROTECTION FOR ALL UNFENCED,
UNPAVED SURFACES WITHIN ZONE B AT ALL
TIMES.
* SURFACE PROTECTION MEASURES
1. MULCH LAYER, @ 6"-8"DEPTH
2. 3/4" PLYWOOD
3. STEEL PLATES
X
TRENCHING / EXCAVATION
ZONE A (CRITICAL ROOT ZONE)
[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5]
1. NO DISTURBANCE ALLOWED WITHOUT
SITE-SPECIFIC INSPECTION AND APPROVAL OF
METHODS TO MINIMIZE ROOT DAMAGE
2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN
DIAMETER REQUIRES AN ENGINEER'S APPROVAL
3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET
BELOW GRADE OR DEEPER
ZONE B (DRIPLINE)
[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]
1. OPERATION OF HEAVY EQUIPMENT AND/OR
STOCKPILING OF MATERIALS SUBJECT TO COR
APPROVAL
2. SURFACE PROTECTION MEASURES REQUIRED
TRENCHING ALLOWED AS FOLLOWS:
- EXCAVATION BY HAND OR WITH HAND-DRIVEN
TRENCHER MAY BE REQUIRED
- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A
(CRITICAL ROOT ZONE) MAINTAIN 2/3 OR MORE OF
ZONE B (DRIPLINE) IN UNDISTURBED CONDITION
3. TUNNELLING MAY BE REQUIRED FOR TRENCHES
DEEPER THAN 3 FOOT
4. USE OF PNEUMATIC AIR WAND AND EXCAVATION
MAY BE CONSIDERED WHERE THE TRENCH DEPTH
DOES NOT EXCEED 4 FEET
ZONE C (ABSORBING ROOT ZONE)
[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0]
1. OPERATION OF HEAVY EQUIPMENT AND OR
STOCKPILING OF MATERIALS SUBJECT TO COR
APPROVAL
2. SURFACE PROTECTION MEASURES MAY BE
REQUIRED AND IS TO BE DETERMINED BY COR.
TRENCHING WITH HEAVY EQUIPMENT ALLOWED
AS FOLLOWS:
- MINIMIZE TRENCH WIDTH
- MAINTAIN 2/3 OR MORE OF ZONE C IN
UNDISTURBED CONDITION OR AS APPROVED BY
COR.
SELECT FILL, CUT 2' MIN THEN
PROOFROLL PER GEOTECHNICAL
REPORT. SEE GEOTECHNICAL REPORT
INCLUDED IN SPECIFICATIONS.
NO CURB INSTALLATIONCURB INSTALLATION
INLETROCK LOG WATTLE
FILLED WITH 1 12" ROCK
EXISTING
SOIL
TACK COAT, AR DOT SECTION 401
TACK COAT, AR DOT SECTION 401
AThiele Rectangle
AThiele Text Box
3,000 PSI CONCRETE FOOTING
AThiele Text Box
3,000 PSI CONCRETE FOOTING
AThiele Rectangle
AThiele Text Box
3,000 PSI CONCRETE FOOTING
AThiele Rectangle
AThiele Text Box
3,000 PSI CONCRETE FOOTING
AThiele Rectangle
AThiele Text Box
SEE STRAP DETAIL FOR ADDITIONAL INFORMATION
AThiele Dimension 9"
AThiele Rectangle
AThiele Callout FILL PIPE POST WITH 3,000 PSI CONCRETE AND SHAPE TOP TO PROVIDE DOME ABOVE TOP OF PIPE
AThiele Arc
AThiele Arc
AThiele Rectangle
10.00 TYP.
4.00MIN.
3.
2.00
5.39 6.63
7.88 9.13
4.14 2.89
1.64
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ de ta il.
dw dv an av ed :1
/1 3/
:5 lo t:1 /2
9/
0:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
DETAILS
C8
8 ACCESSIBILITY PARKING SPACE MARKING
NTS
VAN
ADD TEXT FOR VAN
ACCESSIBLE SPACES
5 TURN ARROW MARKING
NTS 6 STRAIGHT ARROW MARKING
NTS 7 SHARED BIKE LANE SYMBOL
NTS
4 FIRE LANE MARKING
NTS
NO PARKING FIRE LANE
EDGE OF PAVINGRED TRAFFIC PAINT
4" HIGH LETTERS WITH
1" WIDE STROKE IN WHITE
6" 6"
2"
27"
MUTCD FIGURE 9C-9
SHARED BIKE LANE SYMBOL
12"12"
9' -6
8'
6'-4"
3'-6"
' T
YP
6' M
IN
WHITE PAINT
3'2'
NO PARKING FIRE LANE
FACE OF CURB
RED TRAFFIC PAINT
4" HIGH LETTERS WITH
1" WIDE STROKE IN WHITE
3 MOTORCYCLE PARKING MARKING
NTS
MOTORCYCLE PARKING ONLY
EDGE OF PAVINGWHITE TRAFFIC PAINT
4" HIGH LETTERS WITH
1" WIDE STROKE IN BLACK
6" 6"
1 TYPICAL CROSSWALK
NTS
4' M
IN
2 LOT Q NORTH CROSSWALK
1" = 10'
N
NOTE: In the absence of a marked crosswalk, the stop line should be placed at the desired stoppingpoint, but should not be placed more than 30 feet or less than 4 feet from the nearest edge of the intersecting traveled way. (MUTCD 3B.15.10)
2'
LANE WIDTH
9 PEDESTRIAN LANE SYMBOL
NTS
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a up gr ad e m ul tip le p ar ki ng lo ts fa ye tte vi lle , a r\_ c iv il\ _0 ca d fil es s he et s\
3_ c_ de ta il.
dw dv an av ed :1
/1 3/
:5 lo t:1 /2
9/
0:
A M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
21 4 5 6 7 8
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260
17603
UPGRADE MULTIPLE PARKING LOTS
VAMC FAYETTEVILLE
564-23-702
January 13, 2024
FAYETTEVILLE, AR
AT JR
BID DOCUMENTS
Date:
DETAILS
C9
4"
HEAVY-DUTY STEEL
U-CHANNEL POST BASE/
SOIL ANCHOR
U-CHANNEL POST LAP SPLICE
BOLTED THROUGH BOTH TOP POST
AND SOIL ANCHOR
HEAVY-DUTY STEEL U-CHANNEL
POSTS, GALVANIZED FINISH, ULINE
H-1662 OR APPROVED EQUAL.
1 SIGN POST ANCHOR DETAIL
NTS
GROUND SURFACE
MINIMUM
FINE $250
RESERVED
FOR
HANDICAPPED
VAN
ACCESSIBLE
16-GAUGE STEEL MOUNTING
BRACKET, 2 EACH SIGN
18-GAUGE STEEL WITH BLUE
BACKGROUND, 12" WHITE
BORDER, 1" WHITE LETTERS
AND WHITE DISABLED SYMBOL,
ALL OF REFLECTIVE SHEETING
VAN-ACCESSIBLE PANEL ONLY
WHERE INDICATED, SEE PLANS
HEAVY-DUTY STEEL U-CHANNEL
POSTS, GALVANIZED FINISH, ULINE
H-1662 OR APPROVED EQUAL.
GROUND SURFACE
2 HANDICAPPED SIGN DETAIL
NTS
4" 4"
6' -4
VA
N A
C C
ES
SI
BL
E)
6' -8
ST
AN
D
AR
D
16-GAUGE STEEL MOUNTING
BRACKET, 2 EACH SIGN
MTCUD R1-1, PER SECTION 2B.04,
CONVENTIONAL ROAD STOP SIGN
HEAVY-DUTY STEEL U-CHANNEL
POSTS, GALVANIZED FINISH, ULINE
H-1662 OR APPROVED EQUAL.
GROUND SURFACE
5' -6
3 STOP SIGN DETAIL
NTS
STOP
8' -0
8' -0
4 CONTRACTOR SIGN DETAIL
NTS
16-GAUGE STEEL MOUNTING
BRACKET, 2 EACH SIGN
18-GAUGE STEEL WITH WHITE
BACKGROUND, 12" BLACK
BORDER, AND 1" BLACK
LETTERS , ALL OF REFLECTIVE
SHEETING
HEAVY-DUTY STEEL U-CHANNEL
POSTS, GALVANIZED FINISH, ULINE
H-1662 OR APPROVED EQUAL.
GROUND SURFACE
5 MOTORCYCLE SIGN DETAIL
NTS
6' -6
8' -0
MOTORCYCLE
PARKING
ONLY
16-GAUGE STEEL MOUNTING
BRACKET, 2 EACH SIGN
18-GAUGE STEEL WITH WHITE
BACKGROUND, 12" BLACK
BORDER, AND 1" BLACK
LETTERS , ALL OF REFLECTIVE
SHEETING
HEAVY-DUTY STEEL U-CHANNEL
POSTS, GALVANIZED FINISH, ULINE
H-1662 OR APPROVED EQUAL.
GROUND SURFACE
6' -6
8' -0
CONTRACTOR
PARKING
ONLY
| Sheets and Views |
| C0 COVER SHEET |
| C1 PHASING PLAN |
| C2 DEMOLITION PLAN |
| C2-A DEMOLITION PLAN - ADD ALTERNATE |
| C3 PAVING PLAN |
| C3-A PAVING PLAN - ADD ALTERNATE |
| C4 GRADING & EROSION CONTROL PLAN BID |
| C4-A GRADING & EROSION CONTROL PLAN - ADD ALTERNATE |
| C5 LANDSCAPING PLAN |
| C5-A LANDSCAPING PLAN - ADD ALTERNATE |
| C6 SEAL COAT, CRACK SEAL & RESTRIPING PLAN |
| C7 DETAILS |
| C8 DETAILS |
| C9 DETAILS |
File details come from the government source that posted it. Updated .