Corning CEPI - 190118 Corning CEPI - NCDEQ Plan set

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C:\Users\Ba\Dropbox(BanksEngineering)\BEPROJECTS\01045WalkerParking\001Corning\Dwg\C0-1COVER.dwgTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BANKS ENGINEERING, PLLC. SHALL BE WITHOUT LIABILITY TO BANKS ENGINEERING, PLLC.December17,2018-1:55amBy:Ba1919 SOUTH BOULEVARD
SUITE 200
CHARLOTTE, NC 28203
T: 704.780.4972
NC License #P-1370
© 2018 ENGINEERINGVICINITY MAP
1" = 2000'PROJECT:01045001CONCORDEMPLOYEEPARKINGIMPROVEMENTSREV.DATE REVISION DESCRIPTION SHEETS
-11.19.18 1st submittal to Cabarrus Planning ALL
-12.06.18 1st submittal to NCDENR ALL
-12.18.18 1st submittal to NCDOT. 2nd submittal to NCDENR ALLOWNER:
CORNING - CONCORD PLANT
14556 US-601
MIDLAND, NC 28107
704.569.6728
CONTACT: AL MABROUK, PE
ENGINEER:
BANKS ENGINEERING, PLLC.
1919 SOUTH BOULEVARD, SUITE 200
CHARLOTTE, NC 28203
704.780.4972
CONTACT: JAY D. BANKS, PE
SURVEYOR (AERIAL):
AVIOIMAGE MAPPING SERVICES, INC.
4600 LEBANON RD. - SUITE E
CHARLOTTE, NC 28227
704.573.7080
CONTACT: ROBERT F. AKERS, PLS
SITE
C0-1
SURVEYOR (GROUND):
McKIM & CREEK
8020 TOWER POINT DR.
CHARLOTTE, NC 28227
704.841.2588
CONTACT: w. ANDREW EADES, PLS
WHITLEY RD.KISERRD.D
R
A
K
E
R
D
.
WALLACE RD.
BETHELAVE.US-601NORTH
14556 US-601. MIDLAND, NC 28107
CONCORD EMPLOYEE PARKING IMPROVEMENTS
SHEET INDEX
Sheet No:Sheet title
C0-1 COVER SHEET
C0-2 GENERAL NOTES
C0-3.0 EXISTING CONDITIONS - AVIOIMAGE
C0-4.0 EXISTING CONDITIONS - McKIM & CREED
C0-4.1 EXISTING CONDITIONS - McKIM & CREED
C0-4.2 EXISTING CONDITIONS - McKIM & CREED
C0-4.3 EXISTING CONDITIONS - McKIM & CREED
C0-5 BORE/SOFT-DIG
C0-6 SAFETY NOTES
C0-7 ORIGINAL PLANT SWPP SITE PLAN
C1-0 SITE - OVERALL
C1-1 SITE - SHEET 1 OF 3
C1-2 SITE - SHEET 2 OF 3
C1-3 SITE - SHEET 3 OF 3
C2-0 DEMOLITION - OVERALL
C2-1 DEMOLITION - SHEET 1 OF 3
C2-2 DEMOLITION - SHEET 2 OF 3
C2-3 DEMOLITION - SHEET 3 OF 3
C3-0 EROSION CONTROL PH1 - OVERALL
C3-1 EROSION CONTROL PH1 - SHEET 1 OF 3
C3-2 EROSION CONTROL PH1 - SHEET 2 OF 3
C3-3 EROSION CONTROL PH1 - SHEET 3 OF 3
C3-4 EROSION CONTROL PH2 - SHEET 1 OF 3
C3-5 EROSION CONTROL PH2 - SHEET 2 OF 3
C3-6 EROSION CONTROL PH2 - SHEET 3 OF 3
C4-0 GRADING AND DRAINAGE - OVERALL
C4-1 GRADING - SHEET 1 OF 3
C4-2 GRADING - SHEET 2 OF 3
C4-3 GRADING - SHEET 3 OF 3
C4-4 PROFILE - FOC NORTH
C4-5 PROFILE - FOC SOUTH
C5-0 SECURITY LAYOUT
C6-0 LANDSCAPING - OVERALL
C6-1 LANDSCAPING - SHEET 1 OF 3
C6-2 LANDSCAPING - SHEET 2 OF 3
C6-3 LANDSCAPING - SHEET 3 OF 3
C7-0 SITE DETAILS - 1
C7-1 SITE DETAILS - 2
C7-2 EROSION CONTROL DETAILS - 1
C7-3 EROSION CONTROL DETAILS - 2
C7-4 STORM DETAILS - 1
C7-5 STORM DETAILS - 2
C7-6 PLANTING DETAILS
C7-7 SPECIFICATIONS
C8-0 DRAINAGE AREA MAP
C8-1 IMPERVIOUS INVENTORY
RD1-0 ROAD IMPROVEMENTS
RD1-1 TYPICAL SECTION & PAVEMENT MARKINGS
RD1-2 TRAFFIC CONTROL
RD1-3 TRAFFIC CONTROL DETAILS
RD2-0~RD2-11 ROADWAY CROSS-SECTIONS
MOTORCYCLEPARKINGONLY75' FRONT SETBACK75' FRONT SETBACK
15' THOROUGHFARE
LANDSCAPE YARD
15' THOROUGHFARE
LANDSCAPE YARD15' THOROUGHFARE
LANDSCAPE YARD
US-601
(NCDOT MAINTAINED-100' R.O.W.)US-601
(NCDOT MAINTAINED-100' R.O.W.)KISERRD.WHITLEYRD.US-601
(NCDOT MAINTAINED-
100' R.O.W.)30'SETBACKPHASE2-EX.LOTPHASE1-NEWLOTEX. LOT #2
LOT #4
FUTURE
LOT #4
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C:\Users\Ba\Dropbox(BanksEngineering)\BEPROJECTS\01045WalkerParking\001Corning\Dwg\C1-0TOC1-3SITE.dwgTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BANKS ENGINEERING, PLLC. SHALL BE WITHOUT LIABILITY TO BANKS ENGINEERING, PLLC.December17,2018-2:12amBy:BaOWNER:1919 SOUTH BOULEVARD
SUITE 200
CHARLOTTE, NC 28203
T: 704.780.4972
NC License #P-1370
© 2018 ENGINEERINGDESIGNED:
DRAWN:
CHECKED:
PROJECT:
DATE:
JDB
01045001
11.19.18PROJECT:SHEET:---REV.12.18.1812.06.1811.19.18DATE1stsubmittaltoNCDOT.2ndsubmittaltoNCDENR1stsubmittaltoNCDENR1stsubmittaltoCabarrusPlanningDESCRIPTIONNORTH14556US-601MIDLAND,NC28107CONCORDEMPLOYEESPARKINGIMPROVEMENTS14556US-601MIDLAND,NC28107CLIENT:0
SCALE:
8040 160
1"= 80'C1-0SITEOVERALLSITE LEGEND
PROPOSED SIGNAGE
PROPOSED CURB (BOC, FOC, EOP)
PROPOSED SITE NOTE
PROPOSED PARKING SPACES20
PROPOSED SIDEWALK HATCH
PROPOSED STD. DUTY ASPH. PAVMT
PROPOSED HEAVY DUTY ASPHALT
PROPOSED LIGHTING SYMBOLOGY
PROPOSED HANDRAILOOOOOOOOOO
A
PROPOSED SITE FENCEOOOOOOOO
PARKING STOP BLOCK
PARKING SUMMARY
PARKING REQUIREMENT (CABARRUS TABLE 10-6):
MINIMUM: 1 SPACE PER EMPLOYEE AT PEAK SHIFT PLUS 1 FOR EVERY COMPANY VEHICLE
STORED ON SITE.
MAXIMUM: 1.5 PER EMPLOYEE AT PEAK SHIFT PLUS 1 FOR EVERY COMPANY VEHICLE STORED ON
SITE.
STANDARD PARKING
PARKING EXISTING: 738 SPACES COMPACT ALLOWED (25%):N/A SPACES
PARKING REMOVED: 163 SPACES COMPACT PROVIDED:N/A SPACES
PROPOSED NEW:607 SPACES
PROPOSED TOTAL: 1182 SPACES**COMPACT PROVIDED:N/A SPACES
** PARKING COUNT INCLUDES ADA SPACES
ACCESSIBLE PARKING
ACCESSIBLE SPACES REQUIRED: 22 SPACE SPACES PROVIDED: 28 SPACES
VAN ACCESSIBLE SPACES REQ'D: 5 SPACE SPACES PROVIDED: 9 SPACES
ZONING CODE SUMMARY
PROJECT NAME:CONCORD EMPLOYEE PARKING IMPROVEMENTS
OWNER:CORNING
PHONE:[phone]
PLANS PREPARED BY: BANKS ENGINEERING, PLLC.
PHONE:[phone]
TAX PARCEL ID:55435780680000
STREET ADDRESS:14556 US-601 MIDLAND, NC 28107
ZONING:GI - GENERAL INDUSTRIAL
PROPOSED USE:SURFACE PARKING
BUILDING HEIGHT:N/A STORIES
BUILDING COVERAGE: N/A SF
GROSS FLOOR AREA: N/A SF
LOT SIZE:± 155 AC
JURISDICTION:CABARRUS COUNTY
YARD REQUIREMENTS:
SETBACK (FRONT-EAST):75'SIDE YARD (NORTH): 30'
REAR YARD (WEST):30'SIDE YARD (SOUTH): 30'
REQUIRED BUFFERS:
SETBACK (FRONT):N/A SIDE YARD (NORTH): N/A
REAR YARD (WEST):N/A SIDE YARD (SOUTH): N/A
C C C C C C C
CCC C C C
CCCCCCC C
CCCC C CCCCC C C C
SF S F SF SF SF SF SF SF SF SF SF
SF SF SF SF SF
CB-66
RIM: 529.30
MOTORCYCLEPARKINGONLY75' FRONT SETBACK75' FRONT SETBACK
15' THOROUGHFARE
LANDSCAPE YARD
15' THOROUGHFARE
LANDSCAPE YARD15' THOROUGHFARE
LANDSCAPE YARD
US-601
(NCDOT MAINTAINED-100' R.O.W.)US-601
(NCDOT MAINTAINED-100' R.O.W.)KISERRD.WHITLEYRD.US-601
(NCDOT MAINTAINED-
100' R.O.W.)30'SETBACKUEUEUEUEPHASE2-EX.LOTPHASE1-NEWLOT2:1(MAX.
)
STRUCTURAL FILL
STOCKPILE FOR
PHASE 2
SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFS FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F
SFSFSFS F
S F
SFSFSFSFSFSFS F
SF SF S F
SFSFEX. LOT #2
LOT #4
FUTURE
LOT #4523524525526527528529530531
5325335345355365375385365355345315285 2 2
52252752853052953153253453353552653753625.5527527 526 525
52952652753053153253453453334.534.529.553529.55305335325275285345255265295245245245 2 0
52052152252352452552652752852953153253353453653452852752953052429.552952852752552352652453052552952752652853253152524.524.552552454053552752753221.5
53052552321.5 21.522.2521.2552222.552323.552452552322.552252423.552221.522.522.55295245385395405415 4 1539
542531530532533534535536537538539540542543544546546545543544541545CB-63
RIM: 522.65
CB-08
RIM: 523.00
DI-67
RIM: 532.00
CB-09
RIM: 524.90
CB-12
RIM: 529.00
DCB-10
RIM: 523.75
CB-11
RIM: 528.80
CB-15
RIM: 526.65
CB-13
RIM: 533.80
CB-14
RIM: 534.00
CB-07
RIM: 523.00
CB-06
RIM: 523.00
CB-19
RIM: 531.20
CB-16
RIM: 527.90
CB-17
RIM: 529.00
CB-18
RIM: 529.95
CB-20
RIM: 532.35
CB-21
RIM: 519.50
EXMH-50
RIM: 521.40
INV: 514.76
CB-51
RIM: 521.00
STMH-52
RIM: 523.40
INV: 519.90
CDI-53
RIM: 521.00
INV: 515.07
CDI-54
RIM: 521.00
INV: 515.29
CDI-55
RIM: 521.00
INV: 515.44
CDI-56
RIM: 521.00
INV: 515.72
CDI-57
RIM: 521.00
INV: 516.53
CB-58
RIM: 521.20
CB-59
RIM: 522.65
CB-61
RIM: 522.65
CB-60
RIM: 521.30CB-62
RIM: 521.30
EXDI-64
RIM: 522.44
INV: 517.80
CB-65
RIM: 526.65
CB-05
RIM: 521.50
FES-01
INV: 515.00
STMH-04
RIM: 523.00
STMH-03
RIM: 523.00 STMH-02
RIM: 520.75
FES-22
INV: 517.10
DRY DETENTION
FACILITY
15" RCP
CULVERT
SEE ROADWAY
SHEETS RD2-X FOR
GRADING DETAILS
15+850+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
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C:\Users\Ba\Dropbox(BanksEngineering)\BEPROJECTS\01045WalkerParking\001Corning\Dwg\C4-0TOC4-3GRADING.dwgTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BANKS ENGINEERING, PLLC. SHALL BE WITHOUT LIABILITY TO BANKS ENGINEERING, PLLC.December17,2018-2:37amBy:BaOWNER:1919 SOUTH BOULEVARD
SUITE 200
CHARLOTTE, NC 28203
T: 704.780.4972
NC License #P-1370
© 2018 ENGINEERINGDESIGNED:
DRAWN:
CHECKED:
PROJECT:
DATE:
JDB
01045001
11.19.18PROJECT:SHEET:---REV.12.18.1812.06.1811.19.18DATE1stsubmittaltoNCDOT.2ndsubmittaltoNCDENR1stsubmittaltoNCDENR1stsubmittaltoCabarrusPlanningDESCRIPTIONNORTH14556US-601MIDLAND,NC28107CONCORDEMPLOYEESPARKINGIMPROVEMENTS14556US-601MIDLAND,NC28107CLIENT:0
SCALE:
8040 160
1"= 80'C4-0GRADINGOVERALLPROPOSED CONSTRUCTION LIMITS
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SPOT
PROPOSED GRADING ARROW
GRADING LEGEND
PROPOSED WALL SPOTS
PROPOSED INTER. CONTOUR
799
TC: 100.00BC: 100.00597.00
TW: 100.00BW: 100.00
25.5
PROPOSED IRRIGATION SLEEVE
PROPOSED STORMSTMH-1
STUB
TC: 100.00BC: 100.00597.00
TW: 100.00BW: 100.00
TC: 100.00BC: 100.00597.00
TW: 100.00BW: 100.00
2 - 2" PVCGRADING NOTES
1. SEE GENERAL NOTES SHEET C0-2 FOR GRADING NOTES.
2. CONTRACTOR SHALL REVIEW, UNDERSTAND AND IMPLEMENT ALL REQUIRED
EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO ANY DISTURBANCE.
3. SEE THE EROSION CONTROL PLANS AND DETAILS FOR THE LOCATION AND SIZING OF
ALL RIP-RAP APRONS AND SLOPE AND CHANNEL LININGS.
4. ON ALL SLOPES STEEPER THAN 3:1, CONTRACTOR SHALL INSTALL NORTH AMERICAN
GREEN PRODUCT SC150 EROSION CONTROL MATTING. REFER TO NAG FOR
INSTALLATION GUILDELINES.
5. ALL SPOT ELEVATIONS ALONG CURB AND GUTTER LINE REPRESENT FLOW LINE
ELEVATIONS UNLESS OTHERWISE NOTED.
6. CONTRACTOR AND/OR CONSTRUCTION SURVEYOR TO VERIFY THAT CONSTRUCTION
STAKING BASED ON CONTOURS AND SPOT ELEVATIONS DOES NOT CONFLICT WITH
SLOPE CALL-OUTS OR ADA REQUIREMENTS. NOTIFY SITE ENGINEER OF ANY
DISCREPANCIES AND AWAIT FURTHER INSTRUCTION.
7. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE ACCURACY OF ALL
STORM/UTILITY TIE-IN INVERTS SHOWN AND NOTIFY THE SITE ENGINEER
IMMEDIATELY IF THERE IS A DISCREPANCY
8. AFTER VERIFICATION, ALL GRAVITY PIPE INSTALLATION(S) SHALL BEGIN AT THE
LOWEST ELEVATION OUTFALL AND/OR TIE-IN POINT(S) INDICATED AND PROCEED
UPSTREAM UNLESS OTHERWISE INDICATED ON THE PLANS. INSTALLATION(S) NOT
FOLLOWING THIS SEQUENCE WILL BE CONSIDERED A CONTRACTOR "MEANS AND
METHODS" AND WILL SUBSEQUENTLY ASSUME ALL RISKS ASSOCIATED WITH
MEETING INDICATED TIE-OUT ELEVATION, NECESSARY PIPE ADJUSTMENTS DUE TO
CONFLICTS AND PIPE SLOPES AS INDICATED. ALL ADDITIONAL COSTS (INCLUDING
ENGINEERING) ASSOCIATED WITH RE-WORKING PIPE SYSTEM TO FUNCTION
PROPERLY WILL BE AT THE CONTRACTORS EXPENSE.
NOTE TO CONTRACTOR - AS-BUILT FOR DETENTION
SYSTEM:
CONTRACTOR SHALL ENGAGE NC LICENSED SURVEYOR TO PROVIDE
AS-BUILT SURVEY OF STORM COLLECTION SYSTEM AS WELL AS
UNDERGROUND UTILITIES. SURVEY SHALL BE IN NC STATE PLANE
COORDINATE SYSTEM USING SAME SURVEY CONTROL AS ORIGINAL
DESIGN SURVEY. UTILITY SERVICES (I.E. POWER, GAS, WATER, FOC,
ETC. TO INCLUDE LINES SIZES AND DEPTH INFORMATION.
AS-BUILT SURVEY INFORMATION WILL BE COMPARED WITH DESIGN
DRAWINGS FOR VERIFICATION THAT PIPE INVERTS, PIPE LENGTHS
AND OTHER SYSTEM PARAMETERS MATCH THE DESIGN DRAWINGS.
VARIATIONS FROM THE DESIGN DRAWINGS MAY REQUIRE
REMOVAL/REPLACEMENT AT THE CONTRACTORS EXPENSE.
DIP = DUCTILE IRON PIPE - PC 350 W/ TYPE 5 BEDDING. USE 16" DIA. PIPE IF TABLE ABOVE INDICATES 15"
**ALL PIPE MATERIALS AND STRUCTURES TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS, GEOTECHNICAL ENGINEER AND/OR
LOCAL REGULATIONS, WHICHEVER IS MORE STRINGENT.
*** PERIMETER PIPING AROUND BUILDING TO PICK UP ROOF LEADERS OR SMALL AREA DRAINS SHALL NOT COMMENCE UNTIL AFTER
BUILDING FOOTINGS HAVE BEEN INSTALLED. ADJUSTMENT TO THESE LINES MAY BE NECESSARY DUE TO FOOTINGS.
RCP = REINFORCED CONCRETE PIPE-CLASS III IF NOT SPECIFIED. JOINT TO CONFORM WITH AASHTO M198
PVC = POLYVINYL CHLORIDE PIPE - SCHEDULE 40
DI = DROP INLET (WITH FRAME AND GRATE) PER NCDOT STD 840.15/16
SDMH = MANHOLE JUNCTION (WITH SOLID LID) PER NCDOT STD 840.31/54
JB = ROOF LEADER/SMALL DIA. DRAIN STRUCTURE - SEE NYOPLAST 15" CAST IRON H-20 GRATE AND DRAIN BASIN DETAILS
YI = YARD INLET - SEE NYOPLAST 15" CAST IRON H-20 GRATE AND DRAIN BASIN DETAILS
AD = AREA DRAIN - SEE NYOPLAST 15" CAST IRON H-20 GRATE AND DRAIN BASIN DETAILS
O-RING - WATER TIGHT GASKETED RCP/HDPE
RL = ROOF LEADER COLLECTION MANIFOLD - HDPE SMOOTH WALL (TYPE S)
HDPE = HIGH DENSITY POLYETYLENE - CORRUGATED EXTERIOR/SMOOTH INTERIOR (TYPE S). AASHTO M294
CMP = CORRUGATED METAL PIPE - ALUMINIZED TYPE II, 14 GAUGE, HEL-COR W/ HUGGER JOINTS OR EQUAL.
DCB = DOUBLE CATCH BASIN (WITH FRAME, GRATE, AND HOOD) PER NCDOT STD 840.01/02
CDI & CCB = CONVERT EX STRUCTURE TO DROP INLET OR CATCH BASIS. SEE CB & DI FOR STANDARDS
STCB = SLAB TOP CATCH BASIN PER NCDOT 840.04
EW = PRECAST CONCRETE ENDWALL PER NCDOT STD 838.80
FES = FLARED END SECTION - CONCRETE WITH ADAPTER IF NECESSARY FOR CONNECTION TO HDPE STORM PIPE-NO HDPE OR CMP.
CO - PVC CLEAN-OUT WITH TRAFFIC RATED BRASS CAP
JCT - PRECAST CONCRETE JUNCTION BOX - NO "KNOCK-OUT" TYPE BOXES ARE PERMITTED
CB = CATCH BASIN (WITH FRAME, GRATE, AND HOOD) PER NCDOT STD 840.01/02
NOTE TO CONTRACTOR:
GEOTECHNICAL REPORT INDICATES SHALLOW WEATHERED ROCK WITH BPF > 50. OVERALL MASS GRADING DOES NOT
APPEAR TO ENCROACH UPON THESE REGIONS BUT IT MAY BE ENCOUNTERED DURING STORM DRAINAGE INSTALLATION. AN
ALLOWANCE SHALL BE INCLUDED WITH BASE BID TO ACCOUNT FOR THIS CONDITION. SEE GEOTECHNICAL ENGINEERING
REPORT DATED 11.06.18 DEVELOPED BY STEWART ENGINEERING PRIOR TO BIDDDING.
STRUCTURE RIM ELEV (ft) INVERT IN (1) (ft) INVERT IN (2) (ft) INVERT IN (3) (ft) INVERT OUT (ft)
STMH-52 523.40 (N/A)(N/A)(N/A)519.90
STMH-04 523.00 516.32 (N/A)(N/A)516.32
STMH-03 523.00 515.64 (N/A)(N/A)515.64
STMH-02 520.75 515.12 (N/A)(N/A)515.12
FES-22 519.75 (N/A)(N/A)(N/A)517.10
DI-67 532.00 (N/A)(N/A)(N/A)528.16
DCB-10 523.75 (N/A)(N/A)(N/A)520.50
CB-66 529.30 526.05 (N/A)(N/A)526.05
CB-65 526.65 523.40 (N/A)(N/A)520.73
CB-63 522.65 (N/A)(N/A)(N/A)519.40
CB-62 521.30 518.05 (N/A)(N/A)518.05
CB-61 522.65 (N/A)(N/A)(N/A)519.40
CB-60 521.30 518.05 (N/A)(N/A)518.05
CB-59 522.65 (N/A)(N/A)(N/A)519.40
CB-58 521.20 517.95 (N/A)(N/A)517.95
CB-51 521.00 516.75 (N/A)(N/A)516.50
CB-21 519.50 516.85 (N/A)(N/A)516.85
CB-20 532.35 (N/A)(N/A)(N/A)529.10
CB-19 531.20 527.95 (N/A)(N/A)527.95
CB-18 529.95 526.70 (N/A)(N/A)525.27
CB-17 529.00 (N/A)(N/A)(N/A)525.75
CB-16 527.90 524.65 (N/A)(N/A)524.65
CB-15 526.65 523.40 522.40 (N/A)522.40
CB-14 534.00 (N/A)(N/A)(N/A)530.75
CB-13 533.80 530.18 (N/A)(N/A)527.83
CB-12 529.00 (N/A)(N/A)(N/A)525.75
CB-11 528.80 524.55 525.18 (N/A)522.39
CB-09 524.90 520.65 520.06 (N/A)520.06
CB-08 523.00 519.00 (N/A)(N/A)519.00
CB-07 523.00 518.52 (N/A)(N/A)518.52
CB-06 523.00 517.91 (N/A)(N/A)517.91
CB-05 521.50 517.42 518.25 516.66 516.66
FES-01 520.00 515.05 (N/A)(N/A)515.00
EXMH-50 521.40 516.34 (N/A)(N/A)514.76
EXDI-64 522.44 518.19 (N/A)(N/A)517.80
CDI-56 521.00 517.67 (N/A)(N/A)515.72
CDI-55 521.00 517.75 (N/A)(N/A)515.44
CDI-53 521.00 517.75 (N/A)(N/A)515.29
STORM STRUCTURE TABLE
START NODE STOP NODE US INVERT (ft) DS INVERT (ft) DIAMETER (in) MATERIAL LENGTH (ft) SLOPE (ft/ft)
CB-14 CB-13 530.75 530.18 15 HDPE O-RING 113.4 0.005
CB-13 CB-11 527.83 524.55 15 HDPE O-RING 82 0.040
CB-11 CB-09 522.39 520.65 15 HDPE O-RING 86.9 0.020
CB-09 CB-08 520.06 519.00 24 HDPE O-RING 154.2 0.007
CB-08 CB-07 519.00 518.52 24 HDPE O-RING 95.2 0.005
CB-07 CB-06 518.52 517.91 24 HDPE O-RING 122.3 0.005
CB-06 CB-05 517.91 517.42 24 HDPE O-RING 99.2 0.005
CB-05 STMH-04 516.66 516.32 30 HDPE O-RING 67.9 0.005
STMH-04 STMH-03 516.32 515.64 30 HDPE O-RING 136.1 0.005
STMH-03 STMH-02 515.64 515.12 30 HDPE O-RING 104.7 0.005
STMH-02 FES-01 515.12 515.05 30 HDPE O-RING 14.1 0.005
CB-12 CB-11 525.75 525.18 15 HDPE O-RING 113.4 0.005
DCB-10 CB-09 520.50 520.06 15 HDPE O-RING 88.8 0.005
CB-17 CB-16 525.75 524.65 15 HDPE O-RING 170 0.006
CB-16 CB-15 524.65 523.40 15 HDPE O-RING 127.1 0.010
CB-15 CB-05 522.40 518.25 15 HDPE O-RING 98.4 0.042
CB-20 CB-19 529.10 527.95 15 HDPE O-RING 117.9 0.010
CB-19 CB-18 527.95 526.70 15 HDPE O-RING 127 0.010
CB-18 CB-15 525.27 522.40 15 HDPE O-RING 82 0.035
DI-67 CB-66 528.16 526.05 15 HDPE O-RING 21.1 0.100
CB-66 CB-65 526.05 523.40 15 HDPE O-RING 77.9 0.034
CB-65 EXDI-64 520.73 518.19 15 HDPE O-RING 50.9 0.050
CB-59 CB-58 519.40 517.95 15 HDPE O-RING 93.2 0.016
CB-58 CDI-56 517.95 517.67 15 HDPE O-RING 56.3 0.005
CB-61 CB-60 519.40 518.05 15 HDPE O-RING 90.3 0.015
CB-60 CDI-55 518.05 517.75 15 HDPE O-RING 33.6 0.009
CB-63 CB-62 519.40 518.05 15 HDPE O-RING 58.5 0.023
CB-62 CDI-53 518.05 517.75 15 HDPE O-RING 42.8 0.007
STMH-52 CB-51 519.90 516.75 18 HDPE O-RING 42.1 0.075
CB-51 EXMH-50 516.50 516.34 18 HDPE O-RING 15.9 0.010
FES-22 CB-21 517.10 516.85 15 DIP 47.5 0.005
CB-21 CB-05 516.85 516.66 15 HDPE O-RING 37.3 0.005
STORM PIPE TABLE
C C C CCCC C C C C C C C
C C C C
CCCCCCCCCCC C C C C C CCCCCCC
CCCCCCC
C
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF
S F
S F
SFSFSFSFSFEX. DRY DETENTION
FACILITY-4
5235245255265275285295245205215225235245255265275285295285275295245 2 0
527.80
525.45
525.00
524.90
HP
EX. 520.00EX. 520.16 EX. 519.89
526.55
526.70
526.55
526.70
526.65
529.80
523.00
527.90
523.50 TC:524.00
BC:523.50
523.50
524.14
523.60
529.82
526.67
526.78
527.13527.15
527.02
529.90
529.25 528.10
528.45
528.65
527.20
525.00
524.40
HP524.05 524.05HP
524.10
HP
HP
CB-15
RIM: 526.65
CB-06
RIM: 523.00
CB-16
RIM: 527.90
CB-21
RIM: 519.50
CB-05
RIM: 521.50
FES-01
INV: 515.00
STMH-04
RIM: 523.00
STMH-03
RIM: 523.00
STMH-02
RIM: 520.75
FES-22
INV: 517.10
8%10%1.5%(TYP)1.5%(TYP)6' CURB TAPER
(TYP BOTH SIDES)
6' CURB TAPER
(TYP BOTH SIDES)
USE BRICK/MORTAR
TO FILL OLD PIPE 10" DIP
CONNECTION OPENING
7.5'Wx16.5'Wx14'L
RIP RAP APRON
6' CURB TAPER 2' CURB TAPER
520.00520.50
HP
1.5%Know what's
R
C:\Users\Ba\Dropbox(BanksEngineering)\BEPROJECTS\01045WalkerParking\001Corning\Dwg\C4-0TOC4-3GRADING.dwgTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BANKS ENGINEERING, PLLC. SHALL BE WITHOUT LIABILITY TO BANKS ENGINEERING, PLLC.January18,2019-11:50amBy:BaOWNER:1919 SOUTH BOULEVARD
SUITE 200
CHARLOTTE, NC 28203
T: 704.780.4972
NC License #P-1370
© 2018 ENGINEERINGDESIGNED:
DRAWN:
CHECKED:
PROJECT:
DATE:
JDB
01045001
11.19.18PROJECT:SHEET:---REV.12.18.1812.06.1811.19.18DATE1stsubmittaltoNCDOT.2ndsubmittaltoNCDENR1stsubmittaltoNCDENR1stsubmittaltoCabarrusPlanningDESCRIPTIONNORTH14556US-601MIDLAND,NC28107CONCORDEMPLOYEESPARKINGIMPROVEMENTS14556US-601MIDLAND,NC28107CLIENT:C4-4EXISTINGDETENTIONAREA0
SCALE:
3015 60
1"= 30'MATCHLINEC4-2PROPOSED CONSTRUCTION LIMITS
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SPOT
PROPOSED GRADING ARROW
GRADING LEGEND
PROPOSED WALL SPOTS
PROPOSED INTER. CONTOUR
799
25.5
PROPOSED IRRIGATION SLEEVE
PROPOSED STORM
2 - 2" PVC