SW1191201_Plansheet - Proposed Conditions_Site Plan_20220314

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KEY NOTES
\ 8 GRAVEL PAVEMENT
NOTES:
1. GROUNDING ROD TO BE 5/8" DIAMETER X 10' LONG COPPER ROD. BOND
\ GROUNDING ROD TO REBAR IN SLAB WITH UL LISTED CONNECTOR. STUB ROD
\\ UP 6" ABOVE TOP OF CONCRETE PAD. SIZE BOND PER NEC 250-66
+
\ REQUIREMENTS BASED ON PHASE CONDUCTOR SIZE. PROVIDE BRAIDED, BARE
COPPER BOND CABLE FROM GROUND BAR TO PAD REINFORCING AND TO
\ FRAME. LEAVE SUFFICIENT SLACK ABOVE PAD TO TIE TO GENERATOR FRAME,
\ MINIMUM OF 24" COIL.
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I OWNER INFORMATION
° GOINS, JOSHUA R
PIN NO. 2701547620
/ STATE OF NORTH CAROLINA
♦ B.M. 2394, PG. 576
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Revisions
No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 1711-13
Date: 2020 JAN 20
Drawn by: FS
OVERALL
STAKING PLAN
Sheet Number:
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6 24' t /: 4 <. C8.0 MASONRY 30' 20' C8.5
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I (506 CAR SPACES AND , CB.O • PLANS FOR
■ I \I I 8 MOTORCYCLE SPACES) • •• ti• DETAILS. B
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GUTTER PAN TO 24" 10 FROM 18" 9 ••
GUTTER PAN C8.0 1 1 C8.0 O4 o-�O 1 g' O 24 10 O�3 SCALE 1 "=30'
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■ C8.2 C8.3 24" GUTTER PAN o 8 •' 0 30' 60'
GENERAL NOTES
3.
THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND
SHALL PROVIDE DOCUMENTATION (SWARWEB) THAT THE MATERIALS HAVE BEEN RECYCLED.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE
PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
5.
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND SHALL MAKE
REPAIRS AT NO EXPENSE TO THE OWNER.
6.
CURB RADII ARE DIMENSIONED FROM FACE OF CURB OR EDGE OF PAVEMENT.
7.
RELOCATE THREE MEMORIALS FROM BOONE ARMORY 274 HUNTING HILLS LANE, BOONE, NC.
INSTALL MEMORIALS IN CONCRETE AS SHOWN ON PLAN.
8.
RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID OR PAVED WITH ASPHALT SUCH
THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT.
9.
ALLOW PUBLIC ACCESS ON WESTERN AVENUE TO ADJACENT PROPERTIES AT ALL TIMES.
ADVANCE APPROVAL IS REQUIRED FROM THE DESIGN TEAM AND ADJACENT OWNERS OF
ANYTHING THAT MAY DISRUPT OPERATIONS AT ADJACENT PROPERTIES.
FOR
WORK WITHIN THE NCDOT RIGHT OF WAY:
10.
ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR.
11.
ALL PAVEMENT MARKINGS SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR.
12.
THIS PROJECT IS SUBJECT TO SUPERPAVE MIX REQUIREMENTS AND FILL IMPLEMENTATION
OF THE QMS (QUALITY MANAGEMENT SYSTEM) SPECIFICATIONS FOR ALL ASPHALT
PAVEMENTS.
13.
ALL QC TEST RESULTS NEED TO BE SENT TO ATTN: JAMES EVANS, NC DEPARTMENT OF
TRANSPORTATION, DIVISION THIRTEEN, DISTRICT ONE, 3931 NC 226 SOUTH, MARION, NC,
28752.
14.
THE CONTRACTOR MUST NOTIFY JAMES EVANS OF NCDOT 48 HOURS IN ADVANCE AT
JAMESEVANS NCDOT.GOV OR 828 803-6100 PRIOR TO BEGINNING WORK.
KEY NOTES
1 6" STEEL BOLLARD WITH HDPE SLEEVE
C8.0
2 SEAT WALL
C8.0
3 REINFORCED CONCRETE PAVEMENT 0
C8.0
C8.0
4 CONCRETE SIDEWALK 0
5 ASPHALT CRACK FILL, TACK COAT & OVERLAY
C8.0 (SEE NOTES 10-14)
6 HEAVY DUTY ASPHALT PAVEMENT 0
cs.o
7 LIGHT DUTY ASPHALT PAVEMENT 0
cs.o
8 GRAVEL PAVEMENT 0
C8.0
8A GRAVEL PAVEMENT (NOT PART OF ALTERNATE C-2) 0
C8.0
9 24" CONCRETE CURB & GUTTER (6" CURB W/ 18" GUTTER PAN)
C8.0
10 26" CONCRETE CURB & GUTTER (8" CURB W/ 18" GUTTER PAN)
C8.0
11
C8.0 24" ROLL FACE CURB & GUTTER
12 ACCESSIBLE CURB RAMP
C8.0
1 BLACK VINYL COATED CHAIN LINK FENCE WITH BARBED WIRE
C8.1 (8' TOTAL HEIGHT)
2
C8.1 FENCE MOUNTED YELLOW PVC SLATS & MOV PARKING SIGN
1 CABLE BARRIER WITH DEADMAN ANCHORS
C8.2
1 ORNAMENTAL FENCE (8' TOTAL HEIGHT)
C8.3
2 8' TALL ORNAMENTAL GATES (SEE PLANS FOR GATE WIDTH)
C8.3
3 INFORMATION BOARD SIGN
C8.3
4 BLACK PVC COATED CHAIN LINK GATES WITH BARBED WIRE
C8.3 (8' TOTAL HEIGHT)
5 ANCHOR BLOCK WITH DROP BAR SLEEVE
C8.3
1
C8.4 CONCRETE STAIRS WITH HANDRAILS
2 PRE -CAST CONCRETE WHEELSTOP
C8.4
3 FLAG POLE
C8.4
4 ALUMINUM LOUVERED SCREEN WALLS AND GATES
C8.4
5 MONUMENT SIGN
C8.4
1 ALTERNATE C-1: LOADING DOCKS WITH RAMPS
C8.5
1 16-FT WIDE SINGLE ARM PIPE GATE ASSEMBLY
8.1
01A 7" DIAMETER TIE BACK POST
8.1
2 MINUTEMAN STATUE AND PEDESTAL
8.1
3 5" PADLOCK REMOVABLE BOLLARDS
8.1
4A SMALL BOLLARD STORAGE RACK
8.1
646 MEDIUM BOLLARD STORAGE RACK
8.1
4C LARGE BOLLARD STORAGE RACK
8.1
1 MODULAR BLOCK RETAINING WALL WITH BLACK VINYL COATED
8.1 CHAIN LINK FENCE
2 MODULAR BLOCK RETAINING WALL WITH TIMBER GUARDRIAL
8.1
3 TIMBER GUARDRIAL
.1
1 10-LANE ACFT FIELD
8.1
3 EXERCISE MAT
8.1
4 KNEE -TUCK BARS
8.1
5 ARTIFICIAL TURF WITH UNDERDRAINS
8.1
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- INSTALL 5" THICK OVER LANDSCAPE GEOTEXTILE FABRIC o 0 0 0
B
STAMPED CONCRETE. REFER TO SPECIFICATIONS.
C SPIKE STRIP.
1. BASIS OF BID: TIRE SHARK TRAFFIC SPIKE, MODEL 3750 SURFACE
MOUNT OR MODEL 7500 FLUSH MOUNTED.
2. SPIKE STRIP SHALL BE CORPORATE / AIRPORT RATED
CONSTRUCTED OF 3/8" STEEL PLATE AND POWDER COATED
SAFETY RED.
3. ALTERNATE VENDOR: ONE WAY SPIKES - MODEL 12360 (KING
COBRA)
4. SPIKE STRIP IS PART OF ALTERNATE A-3
D YELLOW THERMOPLASTIC GORE STRIPING 2-FT O.C.
- (APPLY 1-PART PRIMER SEALER PRIOR TO STRIPING)
E 24-IN WIDE YELLOW THERMOPLASTIC STOP BAR
(APPLY 1-PART PRIMER SEALER PRIOR TO STRIPING
F ADD AUTOMATIC GATE OPERATOR (REFER TO
_ MANUFACTURERS RECOMMENDATIONS)
REFER TO DRAWING C2.4 FOR STRIPING AND SIGNAGE PLAN
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No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 171 1-B
Date: 2020 JAN 20
Drawn by: FS
STAKING PLAN
AREA 'A'
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No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 1711-B
Date: 2020 JAN 20
Drawn by: FS
STAKING PLAN
AREA 'B'
Sheet Number:

MOSI
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11
MATCH LINE DRAWING C2.1 FIR #71500
ON
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OF '41 *1 1 mcs',
■ 2 - 8.67-FT TALL x 1 2 j - 8.1 30' - -' - -/ _ _ R35' (2) ( 15' WIDE 2 1
■ 15-FT WIDE GATES C8.3 C8.3 0 ° C8.0 ° , _ _ _ _ ♦� R10' WITH KNOX BOX C8.3
F ,_______________ � 6 STEP/ , POV LOT C8.3
' WOPERATORS LANDING ______------------ 12 30, 12 9
R60' 1 1 - a ° ° ° R190' _ - - 9 R10' 9
° R5' ,' C8.0 C8.0 C8.0
• C8.2 C8.3 10 a ° ALT. � - ' ' � �� C8.0 4 C8.0
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10 ° ° a 12' C8.0 GJP ° ° o C8.0 o
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1. A -PHONE WIRED TO RR( C8.03 8.1 ° a 24.5'°° ° 4C - ° , �r 3 TYP OF (4) 12 10 4 O C8.3 C8.3
2. GATE KEY PAD WIRED TO GUARD HOUSE w/ FOLLOWING OPTIONS; C8.3 7 ° 0.1 9 C8 0 £ Z l £l £
OPTION 1: ENTRANCE CODE TO OPEN AND CLOSE BEHIND. C8.0
OPTION 2: ENTRANCE CODE TO OPEN AND REMAIN OPEN. 1 1 15' , ° C8.0 R25 R25' R15'
♦ EDGE OF C8.2 C8.3 D F 15' ° 10 REVISE FROM 18" 10 12 R15'
ASPHALT C8.0 9
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E C8.0
♦♦ (TYP) ` 24" GUTTER PAN 9 POV LOT C8.0 C8.0 g
` O C8.0 C8.0
2 - 8.67-FT TALL x 1 2 12' 4
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OPERATORS C8.0 8.1 C8.0 O O J
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CONSTRUCTION LIMITS
C8.0
■ C8.3 C8.1
* BOLLARDS LOCATED BEHIND STEPS IN WALL. - ■ ■ ■ ■ - ■ ■ ■ ■ ■ - ■ ■ - .
\ \ FASTEN CABLE BARRIER TO BOLLARDS 30" & 35" PHASE 1 BLDG #1 X 10'CHAINLINKFENCE ■ mm ■ ■ �j
ABOVE BOTTOM OF FENCE. BEYOND THESE T
1 DoC MAINT/LAUNDRY � � x-- x�--�x---x-
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POSTS AND DEOADMEN PER DETANNECT CABLE IL ON SHRIER EET FENCE BUILDING
EET C8.2. �j 7_77/
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MATCH LINE DRAWING C2.2
R60'
3
10,
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AREA'C'
66.45'
3
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8 BASE BID -
C8.0 GRAVEL PAVING
3 ALTERNATE 1
C8.0 CONCRETE PAVING
IN LIEU OF GRAVEL
EX. POWER 5
METER PANEL C8.3
EX. 10' CHAINL/NK FENCE
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AREA OF PERMITTED '
FUTURE IMPERVIOUS
TO BE PAVED NOW.
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OWNER INFORMATION
' GOINS, JOSHUA R
PIN NO. 2701547620
STATE OF NORTH CAROLINA
B.M. 2394, PG. 576
I
SCALE 1 "=30'
30' 60'
GRAVEL. IT IS NOT
INCLUDED IN ALTERNATE
0-1 CONCRETE PAVING
GENERAL NOTES
3.
THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND
SHALL PROVIDE DOCUMENTATION (SWARWEB) THAT THE MATERIALS HAVE BEEN RECYCLED.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE
PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
5.
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND SHALL MAKE
REPAIRS AT NO EXPENSE TO THE OWNER.
6.
CURB RADII ARE DIMENSIONED FROM FACE OF CURB OR EDGE OF PAVEMENT.
7.
RELOCATE THREE MEMORIALS FROM BOONE ARMORY 274 HUNTING HILLS LANE, BOONE, NC.
INSTALL MEMORIALS IN CONCRETE AS SHOWN ON PLAN.
8.
RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID OR PAVED WITH ASPHALT SUCH
THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT.
9.
ALLOW PUBLIC ACCESS ON WESTERN AVENUE TO ADJACENT PROPERTIES AT ALL TIMES.
ADVANCE APPROVAL IS REQUIRED FROM THE DESIGN TEAM AND ADJACENT OWNERS OF
ANYTHING THAT MAY DISRUPT OPERATIONS AT ADJACENT PROPERTIES.
FOR
WORK WITHIN THE NCDOT RIGHT OF WAY:
10.
ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR.
11.
ALL PAVEMENT MARKINGS SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR.
12.
THIS PROJECT IS SUBJECT TO SUPERPAVE MIX REQUIREMENTS AND FILL IMPLEMENTATION
OF THE QMS (QUALITY MANAGEMENT SYSTEM) SPECIFICATIONS FOR ALL ASPHALT
PAVEMENTS.
13.
ALL QC TEST RESULTS NEED TO BE SENT TO ATTN: JAMES EVANS, NC DEPARTMENT OF
TRANSPORTATION, DIVISION THIRTEEN, DISTRICT ONE, 3931 NC 226 SOUTH, MARION, NC,
28752.
14.
THE CONTRACTOR MUST NOTIFY JAMES EVANS OF NCDOT 48 HOURS IN ADVANCE AT
JAMES EVANS NCDOT.GOV OR 828 803-6100 PRIOR TO BEGINNING WORK.
KEY NOTES
1
C8.0
6" STEEL BOLLARD WITH HDPE SLEEVE
2
C8.0
SEAT WALL
3
C8.0
REINFORCED CONCRETE PAVEMENT
0
4
C8.0
CONCRETE SIDEWALK
0
5
C8.0
ASPHALT CRACK FILL, TACK COAT & OVERLAY
(SEE NOTES 10-14)
6
C8.0
HEAVY DUTY ASPHALT PAVEMENT
0
7
C8.0
LIGHT DUTY ASPHALT PAVEMENT
0
8
C8.0
GRAVEL PAVEMENT
8A
C8.0
GRAVEL PAVEMENT (NOT PART OF ALTERNATE C-2)
0
9
C8.0
24" CONCRETE CURB & GUTTER (6" CURB W/ 18" GUTTER PAN)
10
cs.o
26" CONCRETE CURB & GUTTER (8" CURB W/ 18" GUTTER PAN)
11
C8.0
24" ROLL FACE CURB & GUTTER
12
C8.0
ACCESSIBLE CURB RAMP
1
C8.1
BLACK VINYL COATED CHAIN LINK FENCE WITH BARBED WIRE
(8' TOTAL HEIGHT)
2
C8.1
FENCE MOUNTED YELLOW PVC SLATS & MOV PARKING SIGN
1
C8.2
CABLE BARRIER WITH DEADMAN ANCHORS
1
C8.3
ORNAMENTAL FENCE (8' TOTAL HEIGHT)
8' TALL ORNAMENTAL GATES (SEE PLANS FOR GATE WIDTH)
C8.3 (8' TOTAL HEIGHT)
5 ANCHOR BLOCK WITH DROP BAR SLEEVE
C8.3
1
C8.4 CONCRETE STAIRS WITH HANDRAILS
2 PRE -CAST CONCRETE WHEELSTOP
C8.4
3 FLAG POLE
C8.4
4 ALUMINUM LOUVERED SCREEN WALLS AND GATES
C8.4
5 MONUMENT SIGN
C8.4
1 ALTERNATE C-1: LOADING DOCKS WITH RAMPS
C8.5
1 16-FT WIDE SINGLE ARM PIPE GATE ASSEMBLY
8.1
1A 7" DIAMETER TIE BACK POST
8.1
2 MINUTEMAN STATUE AND PEDESTAL
8.1
3 5" PADLOCK REMOVABLE BOLLARDS
8.1
4A SMALL BOLLARD STORAGE RACK
8.1
64B MEDIUM BOLLARD STORAGE RACK
8.1
4C LARGE BOLLARD STORAGE RACK
8.1
1 MODULAR BLOCK RETAINING WALL WITH BLACK VINYL COATED
8.1 CHAIN LINK FENCE
2 MODULAR BLOCK RETAINING WALL WITH TIMBER GUARDRIAL
8.1
3 TIMBER GUARDRIAL
8.1
1 10-LANE ACFT FIELD
8.1
3 EXERCISE MAT
8.1
4 KNEE -TUCK BARS
8.1
5 ARTIFICIAL TURF WITH UNDERDRAINS
8.1
A 1.5" TO 2" DIAMETER SMOOTH BROWN RIVER STONES. o 0 0 0
- INSTALL 5" THICK OVER LANDSCAPE GEOTEXTILE FABRIC
B
STAMPED CONCRETE. REFER TO SPECIFICATIONS.
C SPIKE STRIP.
1. BASIS OF BID: TIRE SHARK TRAFFIC SPIKE, MODEL 3750 SURFACE
MOUNT OR MODEL 7500 FLUSH MOUNTED.
2. SPIKE STRIP SHALL BE CORPORATE / AIRPORT RATED
CONSTRUCTED OF 3/8" STEEL PLATE AND POWDER COATED
SAFETY RED.
3. ALTERNATE VENDOR: ONE WAY SPIKES - MODEL 12360 (KING
COBRA)
4. SPIKE STRIP IS PART OF ALTERNATE A-3
D YELLOW THERMOPLASTIC GORE STRIPING 2-FT O.C.
- (APPLY 1-PART PRIMER SEALER PRIOR TO STRIPING)
E 24-IN WIDE YELLOW THERMOPLASTIC STOP BAR
(APPLY 1-PART PRIMER SEALER PRIOR TO STRIPING
F ADD AUTOMATIC GATE OPERATOR (REFER TO
_ MANUFACTURERS RECOMMENDATIONS)
REFER TO DRAWING C2.4 FOR STRIPING AND SIGNAGE PLAN
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Revisions
No.
Date
SWR #1
2021 AUG 13
SWR #2
2022 FEB 24
Project Number: 1711-13
Date: 2020 JAN 20
Drawn by: FS
STAKING PLAN
AREAS 'C' & 'D'
Sheet Number:
■