CCCC Permit Site Set (10-27-17)17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
PLW
MDR
SITE PLAN C-1
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
O L I V E F A R M R O A DSR-2 4 3 3
R =9 7 5 .0 6 'N 6 8 °0 7 '4 8 "E
2 6 4 .6 3 'C h d .N2
9
°39'2
6
"W2
8
6
.
0
0'
N 6 0 °1 9 '5 1 "E
1 8 8 .3 2 'S84°13'44"W
463.30'
S 7 2 °1 6 '4 8 "W
3 7 8 .9 1 'C h o r d
R =9 1 5 .0 6 '2 1 .2 3 'S 6 0 °1 8 '4 0 "W
HARNETT COUNTY
Deed Book 3334 Page 574
Plat Book 2009 Page 504
PIN 9577-25-4810
1
TRUSTEES OF CENTRAL CAROLINA
Deed Book 3459 Page 446
Plat Book 2008 Page 1088
PIN 9577-36-1007
2A
COMMUNITY COLLEGE
TRUSTEES OF CENTRAL CAROLINA
Deed Book 1923 Page 953
Plat Book 2003 Page 1173
PIN 9577-26-4583
PARCEL A
COMMUNITY COLLEGE
TRUSTEES OF CENTRAL CAROLINA
Deed Book 1923 Page 953
Plat Book 2003 Page 1173
PIN 9577-26-4583
PARCEL A
COMMUNITY COLLEGE
2'x10' TRUNCATED DOME
SIDEWALK SECTION A-A
NEW 5' WIDE CONCRETE
SIDEWALK (SEE
SIDEWALK SECTION A-A)
NEW 5' WIDE CONCRETE.
WIDEN SIDEWALK WIDTH
TO MATCH EXIST.
SIDEWALK WIDTH (6'+/-)
NEW 5' WIDE CONCRETE SIDEWALK
NEW 5' WIDE CONCRETE
SIDEWALK
0 00
1 00
2 00
3 00
4 00
4 05.20
0001002003004006006
5
5
.
3
6
0 00
1 00
2 00
3 00
4 00
4 05.20
END PROJECT : 5+82 +/-
PROVIDE FILTER FABRIC AND RIP-RAP AT INLET OF
PIPE IN PROPOSED SWALE. L=20' MIN., T=18"
EXISTING RIP-RAP MAY BE REUSED.
PROVIDE WATTLES AT
50' INTERVALS IN NEW
DITCH, TYP.
PROVIDE WATTLES AT
50' INTERVALS IN NEW
DITCH, TYP.
REALIGN SWALE AS NOTED ON
CROSS SECTIONS FROM APPROX.
STA. 1+00 TO STA. 2+90 +/-.
FIELD ADJUST SLOPE AT
TELEPHONE PEDESTALS TO AVOID
IMPACTS TO EXISTING UTILITIES.
STA. 0+78.85 OLIVE FARM ROAD =
STA. 0+00 ACCESS DRIVEACCESSDRIVE
BEGIN PROJECT : 0+43 +/-
2'x5' TRUNCATED DOME
NEW HIGH VISIBILITY CROSSWALK
NCDOT STD. 1205.07
END PROJECT : 4+10 +/-
2'x5' TRUNCATED DOME
2'x5' TRUNCATED DOME MATCH EXISTING GRADES
RELOCATE EXISTING SWALE FROM
STA. 0+30 TO STA. 2+20 +/-.
RECONFIGURE RIP-RAP AT
STA. 2+20 +/- TO PROVIDE
POSITIVE DRAINAGE.
NOTE :
ALL MATERIALS AND WORKMANSHIP SHALL BE
IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS AND DETAIL DRAWINGS (2012 EDITION)
EXTEND CONCRETE SIDEWALK TO
EDGE OF EXISTING ASPHALT PAVING
FROM STA. 2+35.7 TO STA. 2+55.7
PROVIDE A SAFETY HANDRAIL ALONG TOP OF
EXISTING CONCRETE HEADWALL ADJACENT
TO PROPOSED SIDEWALK.
SEE DETAIL ABOVE.
EP EL. = 293.6
EP EL. = 293.4
2'x5' TRUNCATED DOME
9"3'-3"12"5'-0"
SIDEWALK
"X" - BAR
"Z" - BAR
2'-6"8"
3'-2"
2'-6"
3'-10"
15"-18"
12"-15"
EL.= 285.9+/-
INV.= 282.06
1'-6"2'-8"
# 4 BAR
"Z" - BAR DETAIL
N.T.S.
UNDISTURBED SOIL
RIP-RAP TO MATCH
EXISTING RIP-RAP
PROPOSED CONCRETE ENDWALL
CONCRETE ENDWALL DETAIL
N.T.S.N.T.S.
REMOVE EXISTING FLARED END SECTION. INSTALL 4 L.F.
OF 30" RCP. PROVIDE A CONCRETE ENDWALL (NCDOT STD.
838.01) OR MASONRY ENDWALL (NCDOT STD. 838.11) WITH
AN EXTENDED FOOTING, SEE CONCRETE ENDWALL DETAIL
AT RIGHT.
IN LIEU OF A CAST IN PLACE CONCRETE OR MASONRY
ENDWALL, A PRECAST UNIT MAY BE USED SUBJECT TO
APPROVAL BY NCDOT.
AREA BETWEEN TURN-DOWN FOOTING FOR ENDWALL AND
END OF F.E.S. TO BE STABILIZED WITH RIP-RAP. RIP-RAP
REMOVED TO INSTALL ENDWALL MAY BE USED. RIP-RAP
UPSTREAM OF ENDWALL SHALL BE CONTINUOUS FROM
WEST TO EAST SIDE OF ENDWALL AND BEYOND TO
PROVIDE ADEQUATE PROTECTION FROM UNDERMINING
ENDWALL.
IF GROUND WATER IS PRESENT DURING ENDWALL
INSTALLATION, CONTRACTOR SHALL PROVIDE SANDBAGS
UPSTREAM OF WORK LIMITS AND PROVIDE BY-PASS
PUMPING OPERATIONS. EFFLUENT FROM GROUNDWATER
PUMPING SHALL BE DISCHARGED INTO A SPECIAL STILLING
BASIN (NCDOT STD. 1630.06).
CONCRETE ENDWALL NOTES
1/8" THICK x 2" x 2"STL. CLOSURE PLATETACK WELD
1 1/2" O. D.PIPE RAILING
PIPE SLEEVE
QUICK-SET GROUT
6"6"2"CORE DRILL & INSTALL POSTIN QUICK-SET GROUT.SEE SAFETY HANDRAIL POST
EXISTING CONCRETE 3'-6" MIN.3'-0"SAFETY HANDRAIL DETAIL
SAFETY HANDRAIL POST SLEEVE DETAIL
24"
SLEEVE DETAIL
9"
POST SPACING SHALLBE 5' O.C.
9"
1 1/2" ALUMINUM PIPE RAILING
CLEAR ANODIZED FINISH, TYP.
3/4" SQUARE ALUMINUM
PICKETS @ 4' O.C.,
CLEAR ANODIZED FINISH,
TYP.
1 1/2" ALUMINUM PIPE RAILING
CLEAR ANODIZED FINISH, TYP.
N.T.S.
MATCH EXISTING GRADE
EP=281.48
EP=281.78
EP=281.90
EX.=282.36
EX.=282.47
282.00
281.58
281.70
281.76
ADD GRAVEL AS REQUIRED TO MATCH
SIDEWALK GRADE. ADD ADDITIONAL
GRAVEL IF REQUIRED TO PROVIDE
POSITIVE DRAINAGE.
1
3.6
(3) # 4 BARS : L=8'-10'
281.76
281.84
REMOVE EXISTING FLARED END SECTION.
CONSTRUCT CONCRETE COLLAR (NCDOT STD. 840.72)
AND INSTALL 20 L.F. OF 18" RCP AND REINSTALL
THE EXISTING FLARED END SECTION.
NEW FLARED END SECTION INVERT = 278.18
PROPOSED 5' WIDE
CONCRETE SIDEWALK
FIELD ADJUST SIDEWALK
ALIGNMENT TO AVOID
EXIST. CATV BOX
RELOCATE EXIST. STOP SIGN
TO WEST SIDE OF SIDEWALK.
PROVIDE WATTLES AT
50' INTERVALS IN NEW
DITCH, TYP.
NEW 6' WIDE CROSSWALK
(2) 8" WHITE PAVEMENT
MARKING LINES
COMMUNICATION CONDUIT,
LOCATION TO BE DETERMINED
BY OWNER.
COMMUNICATION CONDIUT DETAIL
N.T.S.
REALIGN SWALE AS NOTED ON
CROSS SECTIONS FROM APPROX.
STA. 4+90+/- TO STA. 5+50 +/-.
SILT FENCE, TYP.
F
RECONFIGURE / GRADE RIP-RAP
TO PROVIDE POSITIVE DRAINAGE.
PROPOSED SWALE
GRADE = 1.0%
PROPOSED SWALE
GRADE = 1.0%
SWALE ELEVATION AT
PIPE = 290.5 +/-500F
F
C
C
C
C
C
PROVIDE WATTLE ALONG
PAVEMENT EDGE AND
BEHIND LIGHT POLE.
H/P = 292.0
CCCCNOTES:
1. PAVEMENT MARKING LINES SHALL BE THERMOPLASTIC TYPE, 120 MILS.
2. PROVIDE EXCELSIOR MATTING (NCDOT APPROVED TYPE) IN BOTTOM OF
ALL GRASS LINED SWALES / DITCHES. MINIMUM WIDTH = 8 FT.
3. ALL EXPANSION JOINTS SHALL BE SEALED BY CONTRACTOR IN ACCORDANCE
WITH NCDOT STANDARDS USING APPROVED NCDOT PRODUCTS.
4. TYPICAL CONTRACTION JOINT SPACING SHALL BE 5' x 5' PATTERN.
PROVIDE CONTRACTION JOINTS AT ALL CORNERS (BOTH DIRECTIONS).
5. ALL SIGNS SHALL BE FIELD LOCATED BY THE ENGINEER.
BACKGROUND SHALL BE TYPE III REFLECTIVE SHEETING
UNLESS OTHERWISE INDICATED.
6. SEE NORTH CAROLINA BICYCLE FACILITIES PLANNING AND
DESIGN GUIDELINES, APPLICABLE ROADWAY STANDARD
DRAWINGS, AND MUTCD FOR FURTHER DETAILS AND
INFORMATION.
W11-2 SIGN
W16-9P SIGN
R1-5 SIGN
YIELD SYMBOLS
R1-5 SIGN
YIELD SYMBOLS
W16-9P SIGN
W11-2 AND W16-9P SIGNS TO BE PLACED
W11-2 SIGN
350'FROM EDGE OF HIGH VISIBILITY CROSSWALK
R1-6 SIGN
W16-7PL SIGN
W11-2 SIGN
W16-7PL SIGN
W11-2 SIGN
T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:34:34 PM, PDF-XChange for AcroPlot Pro, 1:30
-40 -20 0 20 40288 288
292 292
296 296
300 3000+00
293.7293.73-20 0 20 40
288 288
292 292
1+00
291.7291.74-20 0 20 40
284 284
288 288
292 292
1+50
290.8290.78-20 0 20 40
284 284
288 288
292 2922+00
289.8289.78EP 11.90' RT.EL. = 291.44S/W 15.90' RT.EL. = 291.10EP 11.83' RT.EL. = 290.39S/W 15.83' RT.EL. = 290.06
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.EP 11.56' RT.EL. = 290.39S/W 15.56' RT.EL. = 290.09
3:1 6 .8:1
3:1
3:1 6 .6 :1
-20 0 20 40
284 284
288 288
292 2922+50
288.8288.83EP 11.35' RT.EL. = 288.48S/W 15.35' RT.EL. = 288.15
EXISTING PAVEMENT, TYP.
3:1
4 .6 :1
-20 0 20 40
280 280
284 284
288 288
3+00
287.9287.87-20 0 20 40
280 280
284 284
288 288
3+50
287.0286.96EP 11.56' RT.EL. = 287.48S/W 15.56' RT.EL. = 287.15EP 11.63' RT.EL. = 286.55S/W 15.63.EL. = 286.22
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
3:1
3:1
EXISTING RIP-RAP
PROPOSED CONCRETE SIDEWALK, TYP.
PROPOSED CONCRETE SIDEWALK, TYP.
-40 -20 0 20 40
288 288
292 292
296 2960+50
292.7292.69OUTSIDE EDGESIDEWALK EL. = 292.06EP 18.55' LT.EL. = 292.1519.42' LT.EL. = 292.33
2.0%SLOPE 2.0%SLOPEEP 11.86' RT.EL. = 292.45
EXISTING PAVEMENT, TYP.
3:1OUTSIDE EDGE
-20 0 20 40
280 280
284 284
288 288
3+08.34
287.7287.72EP 11.57' RT.EL. = 287.31S/W 15.57' RT.EL. = 286.98
EXISTING PAVEMENT, TYP.
EXISTING 30" RCP
INV.=282.06F.E.S. 28' RT.
3.6:1
PROPOSED CONCRETE ENDWALL
(SEE PLAN SHEET C-1 FOR DETAIL)
SCALE : VERT. = 5'
HORZ. = 5'T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:35:36 PM, PDF-XChange for AcroPlot Pro, 1:1
17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
PLW
MDR
CROSS SECTIONS C-2
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
OLIVE FARM ROAD
NOTES:
1. BOTTOM ELEVATION OF RELOCATED SWALE
BETWEEN STA. 1+00 AND STA. 2+90+/- SHALL BE
EQUAL TO EXISTING DITCH OR LOWER (NOT HIGHER).
2. TOP SOIL EXCAVATED FOR SIDEWALK MAY BE
USED FOR BACKFILL 12" BEYOND SIDEWALK
(IN 3:1 OR > SLOPES).
3. SIDEWALK SHALL BE PLACED ON STABLE SUBGRADE
AND COMPLY WITH STANDARD NCDOT PROBBING ROD
REQUIREMENTS.
4. WHERE SUBGRADE DETERMINED TO BE UNSUITABLE,
CONTRACTOR SHALL UNDERCUT A MINIMUM OF 6"
AND PLACE ABC STONE UNDER SIDEWALK.
-20 0 20 40
280 280
284 284
288 288
4+00
286.1286.14EP 11.79' RT.EL. = 285.70S/W 15.79' RT.EL. = 285.37
EXISTING PAVEMENT, TYP.
3:1
-20 0 20 40
280 280
284 284
288 2884+50
285.2285.18-20 0 20 40
280 280
284 284
288 2885+00
284.3284.26-20 0 20 40276276
280 280
284 284
5+50
283.2283.22-20 0 20 40
276 276
280 280
284 284
5+82.11
282.4282.40-20 0 20 40276276
280 280
284 2846+00
281.9281.91EP 11.71' RT.EL. = 284.81S/W 15.71' RT.EL. = 284.48EP 11.60' RT.EL. = 283.98S/W 15.60' RT.EL. = 283.65EP 12.21' RT.EL. = 282.97S/W 16.21' RT.EL. = 282.64EP 12.21' RT.EL. = 282.97S/W 16.21' RT.EL. = 282.64AT EDGE OFEL. = 281.48S/W 37.45' RT.GRAVEL DRIVE
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
18" RCP = INV. 278.1 +/-
EXISTING ASPHALT DRIVE
LOW POINT 27.5' RT.EL. = 280.72
3:1
4 .1 2 :1
3:1
PROPOSED CONCRETE SIDEWALK, TYP.
PROVIDE SUITABLE BACKFILL PROPERLYCOMPACTED. SUITABLE BACKFILL SHALLHAVE A PLASTICITY INDEX OF 15 OR LESS.
SCALE : VERT. = 5'
HORZ. = 5'T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:36:03 PM, PDF-XChange for AcroPlot Pro, 1:1
17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
MDR
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
PLW CROSS SECTIONS C-3OLIVE FARM ROAD
NOTES:
1. BOTTOM ELEVATION OF RELOCATED SWALE
BETWEEN STA. 1+00 AND STA. 2+90+/- SHALL BE
EQUAL TO EXISTING DITCH OR LOWER (NOT HIGHER).
2. TOP SOIL EXCAVATED FOR SIDEWALK MAY BE
USED FOR BACKFILL 12" BEYOND SIDEWALK
(IN 3:1 OR > SLOPES).
3. SIDEWALK SHALL BE PLACED ON STABLE SUBGRADE
AND COMPLY WITH STANDARD NCDOT PROBBING ROD
REQUIREMENTS.
4. WHERE SUBGRADE DETERMINED TO BE UNSUITABLE,
CONTRACTOR SHALL UNDERCUT A MINIMUM OF 6"
AND PLACE ABC STONE UNDER SIDEWALK.
2012 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway
Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012
are applicable to this project and by reference hereby are considered a part of these plans:
STD. NO. TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Clearing - Method II
DIVISION 8 - INCIDENTALS
838.01 Sheet 1 Concrete Endwall
838.01 Sheet 2 Concrete Endwall
838.01 Sheet 3 Concrete Endwall
838.11 Brick Endwall
838.80 Precast Concrete Endwall
840.72 Pipe Collar
848.01 Concrete Sidewalk
848.05 Sheet 3 Curb Ramp
876.02 Guide for Rip Rap at Pipe Outlets
876.03 Sheet 1 Drainage Ditches with Class "A" Rip Rap
DIVISION 9 - SIGNING
901.50 Sheet 1 Arrows and Shields
901.50 Sheet 2 Arrows and Shields
904.10 Orientation of Ground Mounted Signs
904.50 Sheet 1 Mounting of Type "D", "E" and "F" Signs on "U" Channel
904.50 Sheet 2 Mounting of Type "D", "E" and "F" Signs on "U" Channel
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
1101.02 Sheet 1 Temporary Lane Closures
1101.11 Sheet 1 Traffic Control Design Tables
1101.11 Sheet 2 Traffic Control Design Tables
1101.11 Sheet 3 Traffic Control Design Tables
1101.11 Sheet 4 Traffic Control Design Tables
1110.02 Portable Work Zone Signs
1130.01 Drums
1135.01 Cones
1150.01 Flagging Devices
1180.01 Skinny-Drum
DIVISION 12 - PAVEMENT MARKINGS
1205.07 Pavement Markings
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Temporary Silt Fence
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1633.02 Temporary Rock Silt Check Type B
Site Area Description Stabilization Timeframe Expectations
Perimeter dikes, swales, ditches and slopes 7 days None
High Quality Water (HQW) Zones 7 days None
Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones.
NEW STABILIZATION TIMEFRAMES
R1-5 SIGNR1-6 SIGN
SIZE: 12" X 36"
QUANTITY REQUIRED: 2 SIZE: 24" X 24"
QUANTITY REQUIRED: 2
W11-2
SIGN
W16-9P SIGN
SIZE: 36" X 36"
QUANTITY REQUIRED: 4
SIZE: 24" X 12"
QUANTITY REQUIRED: 2
W16-7PL SIGN
SIZE: 24" X 12"
QUANTITY REQUIRED: 2
-40 -20 0 20
288 288
292 292
296 296
2+43.45
293.3293.33-40 -20 0 20284284
288 288
292 292
296 296
2+48.85
293.4293.37EXISTING 30" CULVERT30" INV. 289.52
EXISTING
CONCRETE
HEADWALL
EXISTING PAVEMENT, TYP.EP 12.28' LT.EL. = 293.5319.26' LT.EL. = 293.39S/W @ H/W
2%
SAFETY HANDRAIL
(SEE DETAIL ON PLAN
VIEW SHEET)
SOUTH CORNER OF EXISTING HEADWALL
NORTH CORNER OF EXISTING HEADWALL
EP 12.27' LT.EL. = 293.57
2%18.73' LT.EL. = 293.44S/W @ H/W
EXISTING 30" CULVERT30" INV. 289.52
EXISTING
CONCRETE
HEADWALL
SAFETY HANDRAIL
(SEE DETAIL ON PLAN
VIEW SHEET)
EXISTING PAVEMENT, TYP.
-40 -20 0 20288288
292 292
296 296
2+95.50
294.0294.032%2'x5' TRUNCATED DOME EXISTING PAVEMENT, TYP.EP 12.08' LT.EL. = 294.2521.08' LT.EL. = 294.07@ 90° BENDS/W : N.W. CORNER
-40 -20 0 20 40
292 292
296 296
3+27.36
294.8294.76-40 -20 0 20 40
292 292
296 296
300 3003+50
295.3295.331.4%EP 11.68' RT.EL. = 294.6627.30' RT.EL. = 294.88@ 90° BENDS/W : S.E. CORNER
EXISTING PAVEMENT, TYP.
EXISTING GRAVEL
EXISTING GRAVEL EP 14.02' RT.EL. = 295.26S/W 22.80' RT.EL. = 295.55S/W 27.80' RT.EL. = 295.72EDGE OF LANDSCAPE BED36.19' RT.
EXISTING PAVEMENT, TYP.
-40 -20 0 20
288 288
292 292
296 2960+00
292.2292.16-40 -20 0 20
288 288
292 292
296 296
0+50
292.0292.01-40 -20 0 20288288
292 292
296 296
300 3001+00
292.4292.42EP 12.64' LT.EL. = 292.21S/W 16.64' LT.EL. = 291.88
EXISTING PAVEMENT, TYP.S/W 16.15' LT.EL. = 292.28EP 12.10' LT.EL. = 292.61
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
CROSSWALK
10' WIDE HIGH VISIBILITY
PROPOSED CONCRETE SIDEWALK, TYP.CL DITCH 26.15' LT.EL. = 291.50
2:1
5 .6 :1
CL DITCH 26.65' LT.EL. = 291.00
2:1
4 .7 :1
-40 -20 0 20288288
292 292
296 296
300 3001+50
292.7292.70-40 -20 0 20288288
292 292
296 296
2+00
293.0293.02S/W 16.41' LT.EL. = 292.60EP 12.41' LT.EL. = 292.94
EXISTING PAVEMENT, TYP.S/W 16.32' LT.EL. = 292.89EP 12.32' LT.EL. = 293.22
EXISTING PAVEMENT, TYP.CL DITCH 26.32' LT.EL. = 291.50
3:1
2 .6 :1
CL DITCH 26.41' LT.EL. = 292.00
3:1
8.4:1
2%
SCALE : VERT. = 5'
HORZ. = 5'T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:36:34 PM, PDF-XChange for AcroPlot Pro, 1:1
17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
MDR
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
PLW CROSS SECTIONS C-4ACCESS DRIVE
NOTES:
1. BOTTOM ELEVATION OF RELOCATED SWALE
BETWEEN STA. 1+00 AND STA. 2+90+/- SHALL BE
EQUAL TO EXISTING DITCH OR LOWER (NOT HIGHER).
2. TOP SOIL EXCAVATED FOR SIDEWALK MAY BE
USED FOR BACKFILL 12" BEYOND SIDEWALK
(IN 3:1 OR > SLOPES).
3. SIDEWALK SHALL BE PLACED ON STABLE SUBGRADE
AND COMPLY WITH STANDARD NCDOT PROBBING ROD
REQUIREMENTS.
4. WHERE SUBGRADE DETERMINED TO BE UNSUITABLE,
CONTRACTOR SHALL UNDERCUT A MINIMUM OF 6"
AND PLACE ABC STONE UNDER SIDEWALK.
C5.0Partial Site Plan - Chain Link Fencing D A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230SEE PLAN FOR WIDTH