20191121 Ver 1_Construction Plans_20190821

Project Features:
Project No.: 671-13-015
Construction Plans of Proposed
VICINITY MAP
NOT TO SCALE
Proposed Rip Rap Ditch ..............................................................
Proposed Asphalt Pavement Mill / Repave................................
Existing Riprap ............................................................................
Proposed Gravel Access drive......................................................
Tree Protection ..............................................................................
Existing Guy Wire ............................................................................
Existing Water Meter .............................................................................
Fence ...............................................................
Existing Drop Inlet.................................................................................
Existing Utility Pole ................................................................................
Existing Storm Drainage ...............................
Existing Property Line ..................................
Existing Gas Line ...........................................
Existing Underground Telecommunications
Existing Sanitary Sewer ................................
Proposed Storm Drainage .............................
Existing Water Line .......................................
Existing Gas Valve .................................................................................
Existing Sanitary Sewer Manhole ........................................................
Existing Water Valve .............................................................................
Existing Storm Drain Manhole ............................................................
Proposed Storm Drain Manhole ..........................................................
Existing Telephone Manhole ................................................................
Existing Catch Basin .............................................................................
Proposed Catch Basin ...........................................................................
Existing Light Pole .................................................................................
Temporary Construction Easement ............
Proposed Drop Inlet................................................................................
Existing Fire Hydrant ............................................................................
Iron Pin ....................................................................................................
Chandworth Storm Drainage Improvement and
Existing Structures ........................................
Proposed Light Pole ...............................................................................
Proposed Utility Pole ..............................................................................
Existing Underground Electric .....................
Existing Electric Manhole .....................................................................
Proposed Fire Hydrant ..........................................................................
Existing Tree ..........................................................................................
Proposed Sanitary Sewer Manhole ......................................................
Proposed Sanitary Sewer Easement ............
Proposed Storm Drainage Easement ............
Maintained as R/W Line ...............................
Proposed Curb & Gutter, Conc. Drive, Sidewalk, Headwall...
TOTAL SHEETS 67
Silt Fence .....................................................................................
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: (704) 494-9776
STORM DRAINAGE IMPROVEMENTS
CHANNEL BANK ENHANCEMENT & STABILIZATION
SANITARY SEWER LINE RELOCATIONS
WATER LINE RELOCATIONS
CURB, GUTTER, SIDEWALK AND ASPHALT
Project Name: Chandworth Storm Drainage Improvement and Stream Enhancement / Project No.: 130-10-13Proposed Contour .........................................................
Existing Contour .........................................................630
Existing Tree Cover ............................................................
NCBELS LICENSE # P-1223
Proposed Gabion Wall..................................................................
NOT FOR CONSTRUCTION
Existing Storm Drainage Easement .............
Existing Sanitary Sewer Easement ..............
Drainage Direction....................................................................
Inlet Protection..............................................................................
Channel Benching Area ..............................................................
Proposed Fence..................................................
Proposed Sanitary Sewer...............................
Proposed Water Line......................................
Proposed Water Valve............................................................................
Overhead Utility Easement ...........................
Other Existing Easement ..............................
Proposed Yard Inlet ..............................................................................
Proposed Storm Drainage Centerline...........
Proposed Trench / Full Depth Asphalt Replacement ...............
Controlled Backfill ......................................................................
Existing Ground ...........................................................................
Existing Storm Flow Arrow .........................................................
Select Backfill ........................................................................
Proposed Plug ........................................................................................
Existing Yard Inlet ................................................................................
Orange Const. Fence...................................................................³³³
Construction Access......................................................................
Proposed Slab Type Inlet ................................................................
Removal .......................................................................................
MARCH 4, 2019
SHEET INDEX MAP
NOT TO SCALE
Stream Enhancement Project
DRAFT SUBMITTAL
95% PLANS
Proposed Retaining Wall..............................................................
Proposed Double Catch Basin ..........................................................
Cover Sheet ..............................................................1
General Notes ...........................................................2
Storm Drainage Schedule .......................................3
Plan & Profiles .........................................................4-21
Structural Details .....................................................S1-S9
Paving Plan ..............................................................D1
General Details .........................................................D2-D4
Traffic Control Plans ..............................................TCP1-TCP11
Erosion Control Plans .............................................EC1-EC7
Channel Cross Section Details & Planting Plan.... X1-X2
Utility Plans & Details .............................................UT1 - UT2
CMU Plans ...............................................................U1-U11
1% Annual Chance Floodplain Limits............
Proposed Guardrail ...................................................................
Accessible Ramp ...................................................................................
Cross Section ...........
15510
Storm Water Project ManagerNAD 1983CONVENTIONAL SIGNS
ENGINEERING & PROPERTY
MANAGEMENT
____________
RECOMMENDED
Horz. Profile ............
Vert. Profile .............
Plan View .................
GRAPHIC SCALES
602040
602040
1248
FOR CONSTRUCTION
Landscape Management
CLTWater
CDOT - Implementation
LOCATION MAP
NTS Storm Water Construction
Contract Administration
Bid Set No.
CITY ENGINEER
APPROVED _________________ ________
DATE
Road Name
-L-
Begin Project
End Project
CDOT - Design
PE SEAL
Record Drawings
2018 STANDARD SPECIFICATIONS
CITY OF CHARLOTTE SURVEY - MAPPING-GIS FROM
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR
THIS PROJECT IS BASED ON STATE PLANE COORDINATES
ESTABLISHED BY: NCGS MONUMENT "M 083" WITH A NAD 83
STATE PLANE COORDINATES OF NORTHING OF 507,760.62,
EASTING OF 1,450,375.91.THE VERTICAL DATUM IS BASED ON
NAVD 88 LSUG-7 ELEV. 564.03.
THE AVERAGE COMBINED FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS 0.999846446. ALL LINEAR DISTANCES
ARE LOCALIZED HORIZONTAL DISTANCES. SURVEY TITLE.
SUNNYVALE/CHANDWORTH CIP DATED 6/24/2011 AND
CHANDWORTH CIP DATED 8/28/2013 SURVEYED BY DEWBERRY
ENGINEERS INC. ON BEHALF OF THE CITY OF CHARLOTTE.
SURVEY PREPARED BY:
Utility Coordinator
ENGINEERING & PROPERTY
MANAGEMENT
INDEX OF SHEETS
PLANS PREPARED BY:
PROJECT IMPROVEMENTS
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
FENCES:
MAIL BOXES:
SIDE SLOPES:
DRIVEWAYS AND SIDEWALKS:
PROPOSED CURB ELEVATIONS:
UTILITIES:
DRAINAGE STRUCTURES:
SUBSURFACE PLANS:
EXISTING SANITARY SEWER AND WATER LINE:
ABBREVIATIONS
TREES, SHRUBS, AND HEDGES:2BASE DATA
SITE BENCHMARKS:
Name Northing Easting Elevation Benchmark Description
Primary BM NA NA 564.03 City Stormwater Disk LSUG-7
Site BM #1 507100 1443570 578.98
Chiseled Square In Headwall
Site BM #2 506610 1443785 586.27
Railroad Spike In Ashpalt
Site BM #3 506055 1445468 652.70
Railroad Spike in Power Pole
Site BM #4 505424 1444181 617.53
Chiseled Square In Headwall
Site BM #5 505174 1445143 652.91
Magnail In Asphalt
Site BM #6 506245 1442717 566.34 Nail In 30" Hackberry
Site BM #7 506776 1445296 628.28 Nail in LP
Site BM #8 507318 1445647 654.50
Railroad Spike in PP
Site BM #9 508217 1444673 625.74 Chiseled "X" in Curb
Site BM #10 508448 1445795 625.38
Railroad Spike In PP
Site BM #11 509132 1446285 630.69 Chiseled "X" in Curb
Site BM #12 510236 1446676 651.33
Chiseled Square on Headwall
Site BM #13 508422 1446587 615.39
Chiseled Square on Headwall
Site BM #14 508896 1447540 628.10 Nail in PP
Site BM #15 509530 1448984 650.35 Nail in PP
Site BM #16 508878 1448182 637.11 Nail in PP
Site BM #17 507953 1448805 666.06 Nail in PP
Site BM #18 507208 1448593 669.87 Nail in PP
Site BM #19 507809 1446808 623.74 Nail In LP GENERAL NOTESGENERAL NOTES GENERAL NOTES GENERAL NOTES
ACCESSIBLE RAMPS AND DEPRESSED CURB:
TRAFFIC CONTROL:
SIDE SLOPES:
SAWCUTS:
PAVEMENT DEGRADATION FEE:
TOLERANCE:
EROSION CONTROL:
ENVIRONMENTAL PERMITTING:
GENERAL NOTES
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION 3DRAINAGE STRUCTURESTORM DRAINAGE SCHEDULE
TABLE
60561061562062563063564060561061562062563063564015+5016+0016+5017+0017+5018+0018+35STA. 18+25 END OF MAIN CHANNEL IMPROVEMENTS141667
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40MAIN CHANNEL ENHANCEMENTS STA. 15+40 TO 18+24 VERT. 1" = 4'4
PLAN AND PROFILE MAIN
CHANNEL ENHANCEMENTS
STA. 15+40 TO 18+24 UTILITY NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:
41
40
39
98
7
6
39
10
HW-4210 TO JB-4207
615
620
625
630
635
640
645
615
620
625
630
635
640
645
500+00 500+50 501+00 501+50 502+00 502+50 503+00 503+50
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
CHANDWORTH ROAD STORM DRAINAGE IMPROVEMENTS
VERT. 1" = 4'5PLAN AND PROFILECHANDWORTH ROADSTA. 500+00 TO 503+50UTILITY NOTE:
TRAFFIC CONTROL NOTE:
SANITARY SEWER & WATER LINE LATERAL NOTE:
PAVING NOTE:
LEGEND*
41
40 39
9
8
7
6
615
620
625
630
635
640
615
620
625
630
635
640
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
CHANDWORTH ROAD IMPROVEMENTS
VERT. 1" = 4'6ROAD PLAN AND PROFILECHANDWORTH ROADSTA. 0+00 TO 3+50UTILITY NOTE:
TCP1-TCP11
TRAFFIC CONTROL NOTE:
SANITARY SEWER & WATER LINE LATERAL NOTE:
PAVING NOTE:
CHANDWORTH ROAD IMPROVEMENTS
39
38
37
36
12
11
10
13
14
CB-4214 TO MH-4212
615
620
625
630
635
640
645
650
615
620
625
630
635
640
645
650
504+00 504+50 505+00 505+50 506+00 506+50 507+00 507+10
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
CHANDWORTH ROAD STORM DRAINAGE IMPROVEMENTS
VERT. 1" = 4'7PLAN AND PROFILECHANDWORTH ROADSTA. 503+50 TO 507+10UTILITY NOTE:
TRAFFIC CONTROL NOTE:
SANITARY SEWER & WATER LINE LATERAL NOTE:
PAVING NOTE:
LEGEND*
35
34
17
16
15
14
4
3
MH-8645 TO DCB-8860
625
630
635
640
645
650
655
660
625
630
635
640
645
650
655
660
507+50 508+00 508+50 509+00 509+50 510+00 510+50 511+00
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
CHANDWORTH ROAD STORM DRAINAGE IMPROVEMENTS
VERT. 1" = 4'8PLAN AND PROFILECHANDWORTH ROADSTA. 507+10 TO 510+77UTILITY NOTE:
TRAFFIC CONTROL NOTE:
SANITARY SEWER & WATER LINE LATERAL NOTE:
PAVING NOTE:
LEGEND*
1110839409JB-4516 TO SI-42046206256306356406456206256306356406451900+001900+501901+001901+501902+001902+501903+00 1903+20
67
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40CHANDWORTH ROAD REAR YARD STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'9
PLAN AND PROFILE
CHANDWORTH ROAD
STA. 1900+00 TO 1903+20 UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
11292827171615141213SI-4203 TO HW-72246206256306356406456501903+501904+001904+501905+001905+501906+001906+501907+0067
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40CHANDWORTH ROAD REAR YARD STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'10
PLAN AND PROFILE
CHANDWORTH ROAD
STA. 1903+20 TO 1907+10 UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
17
16
29
28
27
19
18
TRIBUTARY 3 - STA. 300+00 TO 302+92
635
640
645
650
655
660
635
640
645
650
655
660
300+00 300+50 301+00 301+50 302+00 302+50 302+92
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
TRIBUTARY 3 CHANNEL ENHANCEMENTS STA. 300+00 TO 302+92
VERT. 1" = 4'11PLAN AND PROFILETRIBUTARY 3 CHANNELENHANCEMENTSSTA. 300+00 TO 302+92LEGEND*
UTILITY NOTE:
SANITARY SEWER & WATER LINE LATERAL NOTE:
98434042433941CB-4516 TO SI-45026206256306356406456506556206256306356406456506551100+001100+501101+001101+501102+001102+501103+001103+501104+00 1104+15
67
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40SUSSEX AVENUE STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'12
PLAN AND PROFILE
SUSSEX AVENUE
STA. 1100+00 TO 1104+15 UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
14443SI-4503 TO DCB-42416306356406456506556606656306356406456506556606651104+501105+001105+501106+001106+501107+001107+501108+001108+4267
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40FLOWERFIELD ROAD STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'13
PLAN AND PROFILE
FLOWERFIELD ROAD
STA. 1104+15 TO 1108+42 LEGEND*UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:
49CB-42406506556606656706756806856506556606656706756806851108+501109+001109+501110+001110+501111+001111+5067
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40FLOWERFIELD ROAD STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'14
PLAN AND PROFILE
FLOWERFIELD ROAD
STA. 1108+42 TO 1111+50 UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
4849DCB-4239 TO CB-40156556606656706756806856906556606656706756806856901112+001112+501113+001113+501114+001114+501114+7567
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40FLOWERFIELD ROAD STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'15
PLAN AND PROFILE
FLOWERFIELD ROAD
STA. 1111+50 TO 1114+75 UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
DCB-4237 TO CB-50386706756806856906957006706756806856906957001115+001115+501116+001116+5067
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40FLOWERFIELD ROAD STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'16
PLAN AND PROFILE
FLOWERFIELD ROAD
STA. 1114+75 TO 1602+74 UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
4950CB-4240 TO DCB-42566556606656706756806856556606656706756806851700+001700+501701+001701+501702+001702+501703+0067
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40GARDEN CLUB LANE STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'17
PLAN AND PROFILE
GARDEN CLUB LANE
STA. 1700+00 TO 1702+82 UTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
1967
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40RHODES AVENUE STORM DRAINAGE IMPROVEMENTS VERT. 1" = 4'18
PLAN AND PROFILE
RHODES AVE. AND
CHANDWORTH RD.CHANDWORTH ROAD STORM DRAINAGE IMPROVEMENTSUTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*
CB-4515 TO CB-45196156206256306356406156206256306356402600+002600+50DCB-4266 TO CB-4208620625630635640645600+00600+50601+00CB-4214 TO DI-4215620625630635640645650620625630635640645650700+00700+50MH-4212 TO MH-4021625630635640645650655625630635640645650655800+00800+50801+00801+25SI-4259 TO SI-42616556606656706756806556606656706756801800+001800+50DI-4205 TO SI-42246206256306356406456206256306356406452000+002000+50DCB-4018 TO DCB-40196306356406456506556306356406456506552800+002800+5067
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTION6020 40PROFILES VERT. 1" = 4'19
PROFILES SEE SHEET 5 FOR PLAN VIEWSEE SHEET 5 FOR PLAN VIEWSEE SHEET 7 FOR PLAN VIEWSEE SHEET 7 FOR PLAN VIEWSEE SHEET 17 FOR PLAN VIEWSEE SHEET 9 FOR PLAN VIEWSEE SHEET 8 FOR PLAN VIEW
MH-8645 TO DCB-8858625630635640645650655625630635640645650655900+00900+50CB-4249 TO CB-42636206256306356406456206256306356406451200+001200+501200+75DCB-4241 TO DCB-42626506556606656706756506556606656706751400+001400+50CB-4501 TO CB-45076256306356406456506556256306356406456506551300+001300+50SI-8644 TO SI-88576256306356406456506256306356406456501000+001000+501000+75DCB-4238 TO SI-42556656706756806856656706756806851500+001500+501501+00 1501+15SI-8644 TO JB-45186206256306356406456502500+002500+5067
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTION6020 40 PROFILES VERT. 1" = 4'20
PROFILES SEE SHEET 8 FOR PLAN VIEWSEE SHEET 12 FOR PLAN VIEWSEE SHEET 13 FOR PLAN VIEWSEE SHEET 12 FOR PLAN VIEWSEE SHEET 8 FOR PLAN VIEWSEE SHEET 15 FOR PLAN VIEWSEE SHEET 8 FOR PLAN VIEW
1455PV - (67)6256306356406456256306356406450+000+501+001+502+002+502+7567
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONSCALE : HORZ. 1" = 20'6020 40 VERT. 1" = 4'21
PLAN AND PROFILE
RHODES AVE. AND
CHANDWORTH RD.ASHTON ROAD STORM DRAINAGE IMPROVEMENTSUTILITY NOTE:TRAFFIC CONTROL NOTE:SANITARY SEWER & WATER LINE LATERAL NOTE:PAVING NOTE:LEGEND*ASHTON ROAD STORM DRAINAGE IMPROVEMENTS
APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONGENERAL STRUCTURAL NOTES
REBAR SPLICE AND HOOK SCHEDULE
REBAR SPLICE AND
HOOK DIMENSIONS
IN REINF. CONCRETE
REBAR SPLICE AND
HOOK DIMENSIONS
IN REINF. CONCRETE
WALL OR SLAB OPENING REINFORCING DETAIL
S1
1
WALL CORNER REINFORCING DETAIL
S1
2
WALL CONSTRUCTION JOINT DETAIL
S1
3
S1GENERAL STRUCTURALNOTES, DETAILS,AND SCHEDULES
PDETAIL, PLAN OR SECTIONXS-XX APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONS2HEADWALL 4210 PLANAND ELEVATION,SPECIAL STRUCTURESHEADWALL 4210 (HW-4210) ELEVATION
S2
2
HEADWALL 4210 (HW-4210) PLAN
S2
1
S2
3
SPECIAL STRUCTURES PLAN
SI-4200 THRU SI-4205 & SI-4502, SI-4503
S2
4
SPECIAL STRUCTURES SECTION
SI-4200 THRU SI-4205 & SI-4502, SI-4503
CONFLICT BOX - TYPICAL BACKFILL DETAIL
S2
5
APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONS3HEADWALL 4210STRUCTURAL DETAILSHEADWALL 4210 SECTION
S3
1
CAST-IN-PLACE WALL - BACKFILL DETAIL
S3
2
TYPICAL STEP FOOTING DETAIL
S3
4
HEADWALL 4210 SECTION
S3
3
PDETAIL, PLAN OR SECTIONXS-XX APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONS4SPECIAL STRUCTURE 4516STRUCTURAL PLANS ANDDETAILSSPECIAL STRUCTURE 4516 (JB-4516) SECTION
S8
2
SPECIAL STRUCTURE 4516 (JB-4516) PLAN
S8
1LADDER DETAIL
S4
5
SLAB REINFORCING DETAIL
S8
4
BEAM DETAIL
S4
3
BEAM DETAIL
S4
6
PDETAIL, PLAN OR SECTIONXS-XX APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONS5SPECIAL STRUCTURE 4213STRUCTURAL PLANS ANDDETAILSSPECIAL STRUCTURE 4213 (JB-4213) SECTION
S5
2
SPECIAL STRUCTURE 4213 (JB-4213) PLAN
S5
1
BEAM DETAIL
S5
4
CONNECTION DETAIL
S5
3
CONFLICT BOX - REINFORCING DETAILS
S5
5
BEAM DETAIL
S5
6
PDETAIL, PLAN OR SECTIONXS-XX APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONS6SPECIAL STRUCTURE 4213STRUCTURAL PLANS ANDDETAILSSPECIAL STRUCTURE 4427AB SECTION
S10
3
SPECIAL STRUCTURE 4427AB PLAN
S10
2
SPECIAL STRUCTURE 4427AB TOP PLAN
S10
1
PDETAIL, PLAN OR SECTIONXS-XX APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONS7SPECIAL STRUCTURE 4213STRUCTURAL PLANS ANDDETAILSSPECIAL STRUCTURE 4206 (JB-4206) SECTION
S5
2
SPECIAL STRUCTURE 4206 (JB-4206) PLAN
S5
1
PDETAIL, PLAN OR SECTIONXS-XX APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETCharlotte-MecklenburgServices67CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTDRAFT
NOT FOR CONSTRUCTION NO.DATEBYDESCRIPTIONS8SPECIAL STRUCTURE 8644STRUCTURAL PLANS ANDDETAILSSPECIAL STRUCTURE 8644 (SI-8644) SECTION
S8
2
SPECIAL STRUCTURE 8644 (SI-8644) PLAN
S8
1
BEAM DETAIL
S8
3
BEAM DETAIL
S8
4
COLUMN DETAIL
S8
5
TYPICAL BEAM ELEVATION
S8
6
APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET
Charlotte-Mecklenburg
Services67
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECTDRAFTNOT FOR CONSTRUCTIONNO.DATE BY DESCRIPTION
S9
SPECIAL STRUCTURE 8644
STRUCTURAL DETAILSREINFORCED CONCRETE ELONGATED THROAT CATCH BASIN DETAIL AT SI-8644S121
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DRHODES AVENUEFLOWERFIELD ROAD9
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12
13
7
8
18
18
14
17
15
16
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 200'
600200 400
D1PAVING PLANLEGEND*
STREET REPAIR DETAIL
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION DETAILSD2
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION DETAILSD3CHANNEL PUMP-AROUND
DETAIL
ORANGE CONSTRUCTION FENCE
2'-10"
6
COIR EROSION CONTROL MATTING (ECM)
1
2
3
4
7
N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION DETAILSD4TEMPORARY TOPSOIL
STOCKPILE STABLIZATION
NOTES:
1. STOCKPILE MUST BE STABILIZED IN 7 DAYS FOR ALL SLOPE 3:1 OR STEEPER AND 14
DAYS FOR SLOPES LESS THAN 3:1
2. PLACE SILT FENCE DOWN GRADIENT OF STOCKPILE AREA
3. STOCKPILED TOPSOIL/EXCAVATION MATERIAL SHALL NOT BE ALLOWED TO CAUSE A
NUISANCE FROM WIND, RUNOFF, AND/OR CAUSE STREET VIEW OBSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING, MAINTAINING, AND RESTORING
ALL STOCKPILE LOCATIONS FOR PROJECT DURATION.
TOPSOIL/EXCAVATION
STOCKPILE
SILT FENCE PER
CLDS 30.06A
5' MAX
676N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
EROSION CONTROL NOTES
EC1’
–
–
’
EROSION CONTROL NOTES EROSION CONTROL NOTES
EROSION CONTROL NOTES
nnnn nnnnn n n n n n n n n n n n n n n n n n n n n n n
n
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n n n n n n
1
7
6
41
nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
EC2OPEN CHANNELENHANCEMENTS SOIL EROSIONAND SEDIMENT CONTROL PLANMAIN CHANNEL ENHANCEMENTS SOIL EROSION AND SEDIMENT CONTROL PLAN
SCALE : HORZ. 1" = 20'
6020 40
TRIBUTARY 3 CHANNEL ENHANCEMENTS SOIL EROSION AND SEDIMENT CONTROL PLAN
LEGEND*
n n n n n n n n n n n n n n n n n
nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn
n n n n n n
n nnnnnnnnnnnnnn n n n n n n n n n n n
n n n n n n
41
9
8
7
6
39
40
1
n n n n n n n n n n n n n n n n n n n n n n n n n n n n n
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38 37
36
12
11
10 13
39
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
EC3SCALE : HORZ. 1" = 20'
6020 40
SOIL EROSION ANDSEDIMENT CONTROL PLANCHANDWORTH ROAD SOIL EROSION AND SEDIMENT CONTROL PLAN
LEGEND*
n n n n n n n n n n n n n n n n n n n n n n n n n n
35
34
17
16
15
14
34
4
3
nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n n n n n n nn n n n n n n n n n n n n n n n n n n
nnnnnnnnnnnnnnnnnnnnnnnnnnnn40
39
40
42
43
43
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION EC4SCALE : HORZ. 1" = 20'
6020 40
SOIL EROSION ANDSEDIMENT CONTROL PLANCHANDWORTH ROAD SOIL EROSION AND SEDIMENT CONTROL PLAN
SUSSEX AVENUE SOIL EROSION AND SEDIMENT CONTROL PLAN
SCALE : HORZ. 1" = 20'
6020 40
LEGEND*
nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn
n
n
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n
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44
43
1
49
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION EC5SCALE : HORZ. 1" = 20'
6020 40
SOIL EROSION ANDSEDIMENT CONTROL PLANSCALE : HORZ. 1" = 20'
6020 40
FLOWERFIELD ROAD/SUSSEX AVENUE SOIL EROSION AND SEDIMENT CONTROL PLAN
FLOWERFIELD ROAD SOIL EROSION AND SEDIMENT CONTROL PLAN
LEGEND*
nnnnnnnnnnnnnnnnnnnnnnnn49
48
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION EC6SCALE : HORZ. 1" = 20'
6020 40
SOIL EROSION ANDSEDIMENT CONTROL PLANSCALE : HORZ. 1" = 20'
6020 40
FLOWERFIELD ROAD SOIL EROSION AND SEDIMENT CONTROL PLAN
FLOWERFIELD ROAD SOIL EROSION AND SEDIMENT CONTROL PLAN
LEGEND*
49
50
nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn29
33
32
31
30
13
14
12
11
10
9
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE : HORZ. 1" = 20'
6020 40
EC7SOIL EROSION ANDSEDIMENT CONTROL PLANGARDEN CLUB LANE SOIL EROSION AND SEDIMENT CONTROL PLAN
CHANDWORTH ROAD SOIL EROSION AND SEDIMENT CONTROL PLAN
SCALE : HORZ. 1" = 20'
6020 40
LEGEND*
Temporary Seed Mix(Soil Amendments and Straw)Temporary Seed Mix(Soil Amendmentsand Straw)Permanent RiparianSeed MixPermanent RiparianSeed MixStreamBanks(Width Varies)Bkf HStreamBanks(Width Varies)No Bankfull BenchTYPICAL PLANTING CROSS SECTION 1NOT TO SCALEGL
GL
Tie to Existing Grade67
N.C. REGISTRATION # P-1223
CHANDWORTH STORM
DRAINAGE IMPROVEMENT
AND STREAM ENHANCEMENT
PROJECT
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BOULEVARD
UNIT R
CHARLOTTE, NC 28216
PHONE: [phone]APPROVED BY
CAD FILE PATH
PREPARED BY CHECKED BY
DATE
JOB NO.SCALE
OF
SHEET NO. DATE BY DESCRIPTION
Charlotte-Mecklenburg
ServicesPRELIMINARYDO NOT USE FORCONSTRUCTIONCHANNEL CROSS
SECTION DETAILS
X1 CHANNEL ENHANCEMENT OVERVIEW MAP NOT TO SCALELEGEND*NOTES:1. ALL CHANNEL SECTIONS LOOKING DOWNSTREAM2. CHANNEL WIDTHS TRANSITION BETWEENCROSS-SECTIONS. SEE PLAN AND PROFILES FORADDITIONAL INFORMATION.PLANTING PLAN
67N.C. REGISTRATION # P-1223CHANDWORTH STORMDRAINAGE IMPROVEMENTAND STREAM ENHANCEMENTPROJECTD&A WOLVERINE, PLLC6120 BROOKSHIRE BOULEVARDUNIT RCHARLOTTE, NC 28216PHONE: [phone]APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALEOFSHEETNO. DATE BYDESCRIPTIONCharlotte-MecklenburgServicesPRELIMINARY
DO NOT USE FOR
CONSTRUCTION CHANNEL CROSSSECTION DETAILSX2SCALE : HORZ. 1" = 20'
VERT. 1" = 20'
LEGEND