20170441 Ver 1_More Info Received_20170417

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DRAWING INDEX
GENERAL
TO.01 COVER SHEET
CIVIL
C0.01 GENERAL NOTES
C1.01 EXISTING CONDITIONS AND DEMOLITION PIAN
C2.01 EROSION CONTROL PLAN
C2.02 EROSION CONTROL PLAN
C3.00 OVERALL ROADWAY PLAN
C3.01 ROADWAY PLAN AND PROFILE L
C3.02 ROADWAY PIPJ) AND PROFILE
C3.03 ROADWAY PLAN AND PROFILE
C3.04 STORM DRAINAGE PROFILES
C3.05 SGDISTANCE DSTANCE PROFILE^
C3.06 SIGHT DSTANCE PROFlLE `//�/1
04.01 DETAILS
C4.02 DETAILS
C4.03 DETAILS
ZONING, FLOODPLAIN & WATERSHED INFORMA ION
ZONED: RA — RURAL ACREAGE
SITE LOCATION
ETJ AREA: CORNELIUS
CHARLOTTE HISTORIC DISTRICT: NO
CHARLOTTE 6/30/11 ANNEXATION AREA: NO
WATER QUALITY BUFFERS
PARCEL INSIDE WATER QUALITY BUFFER: NO
POST CONSTRUCTION DISTRICTS
JURISDICTION: N/A
DISTRICT: N/A
FEMA AND COMMUNITY FLOODPLAIN
FEMA PANEL: 3710464300J
FEMA PANEL DATE: 03/02/2009
FEMA FLOOD ZONE: OUR
COMMUNITY FLOOD ZONE: OUT
WATERSHED PROTECTION DISTRICTS
WATERSHED NAME: McDOWELL
- 5
TOWN OF CORNELIUS
SMITH CIRCLE CONNECTION
100% CONSTRUCTION DOCUMENTS
CORNELIUS, NORTH CAROLINA
VICINITY MAP SCALE: 1" = 200'
CONTACTS
CLIENT:
ENGINEER:
Town of Cornelius
Dewberry Engineers Inc.
Mr. Tyler Beardsley
Tim Derylak, P.E.
P.O. BOX 399
9300 Harris Corners Parkway
Cornelius, NC 28031
Suite 220
PH. [phone]
Charlotte, NC 28269
FAX. [phone]
PH. [phone]
tbeardsley®comelius.org
FAX [phone]
OU
tderylak®dewberry.com
SUBMITTAL
SET NUMBER
■ PRELIMINARY ❑ CONSTRUCTION
TJD
❑ APPROVAL ❑ REVISION
❑ BIDDING 0 RECORD
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Dewberry
Dewberry Engineers Inc.
9300 Hart' Corner Parkway
SuNe 220
Charlotte, NC 28269
Phone: ]00.5099918
rax: 200.509.9937
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DRAWN BY
ADS
TJD
APPROVED BY
CHECKED BY
TJD
DATE
NOVEMBER 28, 2016
TITLE
COVER SHEET
PROJECT NO. 50070656
T0.01

I
0
GENERAL NOTES
1. THE TOTAL PROJECT AREA IS 3.88 ACRES OR 168,917 SF. 1
2. THE DISTURBANCE AREA FOR THIS PROJECT IS APPROXIMATELY 3.00 ACRES (130,784 SF) OF WHICH, THE PROPOSED
IMPROVEMENTS WILL PRODUCE A NET IMPERVIOUS AREA OF APPROXIMATELY 1.01 ACRES (43,851 SF). 2
3. BASE DATA FROM MECKLENBURG COUNTY GIS AND SURVEY PROVIDED BY DEWBERRY ENGINEERING INC. DATED
JANUARY 13, 2015. 3
4. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT, OR
CONTIGUOUS TO, THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY CHARLOTTE 4
MECKLENBURG UTILITIES (CMU). THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF ANY SUCH INFORMATION OR DATA THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR
REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA (PRIOR TO CONSTRUCTION) FOR LOCATING ALL
UNDERGROUND FACILITIES SHOWN OR INDICATED; FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH
UNDERGROUND FACIUTIES DURING CONSTRUCTION; AND FOR THE SAFETY AND PROTECTION THEREOF RESULTING
FROM THE WORK: ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER.
5. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, FENCES, ETC., THE CONTRACTOR SHALL USE WHATEVER 5
METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. THE CONTRACTOR SHALL HAND EXCAVATE
WITHIN 5' OF ALL BUILDINGS, WALLS, AND STRUCTURES. REPLACEMENT OF DAMAGED STRUCTURES SHALL BEAT THE
CONTRACTOR'S EXPENSE. 6
6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT
DOCUMENTS TO THE ENGINEER. 7
7. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN
ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
LOCATE ALL UNDERGROUND UNES AND STRUCTURES AS NECESSARY.
8. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS.
9. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS.
10. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNS, 8
11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL POINTS OF CONNECTION OR
PROPOSED WORK TO EXISTING CURBS, STORM SEWER, WATERLINES, SANITARY LINES, ROADS, ETC.
16. MATERIAL LAYDOWN AND STORAGE SHALL BE WITHIN PROJECT AREA 9
17, APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES BEYOND WHAT IS SHOWN. 1
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
18. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND 1
SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER
ACCUMULATIONS.
19. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS COMMUNITY ENCROACHMENT (0.1') FLOODWAY
ENCROACHMENT AREA IS SUBJECT TO RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF MECKLENBURG
COUNTY.
20. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
21. IN ROWING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAYBE
REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON
FIELD CONDITIONS.
22. HANDRAILS MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY, IF WARRANTED BY FIELD CONDITIONS (MCLDS
50.D41A,B).
23, IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
24. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE
INSPECTOR.
25. "AS -BUILT' DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE
SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE
WITH THE SUBDIVISION ORDINANCE.
26. AS -GUILTS FOR ALL APPLICABLE DETENTION STRUCTURES AND BMP MEASURES ARE REQUIRED. AS-BUILTS ARE TO
INCLUDE LATITUDE AND LONGITUDE FOR CENTER OF MEASURE, AND INLETS AND OUTLETS OF ALL STRUCTURES.
ELEVATIONS ARE REQUIRED FOR ALL MEASURES AS WELL AS DIMENSIONS OF ALL MEASURES.
27. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATIONS SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT AGREEMENT WITH THE TOWN/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION.
EROSION AND SEDIMENT CONTROL NOTES
CUT OR FILL LEAVING OR ENTERING THE SITE MUST BE IMPORTED FROM OR EXPORTED TO A SITE WITH AN APPROVED
EROSION AND SEDIMENT CONTROL PLAN.
ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NCDENR
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
IMPLEMENT THE REQUIREMENTS OF THE STATE APPROVED EROSION CONTROL PLAN. NOTIFY NCDENR AT LEAST 48
HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES,
NO LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES
HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR
INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE NECESSARY LAND
DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED. LIMITS OF
CONSTRUCTION SHOWN ON DRAWINGS INCLUDE LIMITS OF LAND -DISTURBING ACTIVITIES AS WELL AS ACCESS WAYS TO
NOWLAND-DISTURBING WORK AREAS. CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE. NO LAND -DISTURBING
ACTIVITIES SHALL BE PERFORMED'DOWNSTREAM' OF EROSION CONTROL DEVICES.
UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING
UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES BEGIN.
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS
BEEN STABIUZED.
THE CONTRACTOR SHALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES WEEKLY AND AFTER 1/2"
OR LARGER RAIN EVENTS. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFIED BY THE CONTRACT DOCUMENTS.
A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. THE CONTRACTOR
SHALL MAINTAIN THESE RECORDS AT THE ON-SITE OFFICE FOR AUDIT BY CONTRACTING OFFICER. INSPECTIONS ARE
REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING, AT
SUCH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. ADDITIONALLY,
CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING'SELF4NSPECTIONS' INDICATING DATE DEVICES INSTALLED
AND STABILIZATION MEASURES ARE INITIATED. THE'SELF-INSPECTION' REPORTS SHALL BE MAINTAINED AND SUBMITTED
TO GOVERNMENT ONCE STABILIZATION OF PROJECT HAS BEEN ACCOMPLISHED AND TEMPORARY MEASURES REMOVED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND
SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS
NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
CONTRACTOR SHALL PROVIDE MEASURES NECESSARY TO PREVENT THE TRACKING OF SEDIMENT OR DEBRIS OFF-SITE.
ANY SEDIMENT OR DEBRIS TRACKED OFF-SITE SHALL BE SWEPT/REMOVED DAILY.
0. PURSUANT TO NO GENERAL STATUTE 113A -54.1(e), THE CONTRACTOR SHALL CONDUCT'SELF INSPECTIONS' OF EROSION
CONTROL DEVICES AT COMPLETION OF EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINED
IN 15A NCAC 048 .0131.
1. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY THE
STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE MAINTAINED BY
THE CONTRACTOR ON-SITE AT ALL TIMES.
I
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS FROM GOVERNMENT AGENCIES 3.
2. SET UP AN ON-SITE PRE -CONSTRUCTION CONFERENCE WITH THE TOWN OF CORNELIUS AND NCDENR. FAILURE TO
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO FINE.
4.
3. INSTALL SILT FENCE AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE
DEVICES.
4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND 5.
CLEARING AND GRUBBING MAY BEGIN.
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NCDENR EROSION AND SEDIMENT S.
CONTROL PLANNING AND DESIGN MANUAL
7.
6. BEGIN SITE GRADING OPERATIONS.
7. TEMPORARILY SEED ALL DISTURBED AREAS THAT ARE TO REMAIN INACTIVE FOR MORE THAN 5 WORKING DAYS.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
9. CONSTRUCT PROPOSED IMPROVEMENTS AND STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
10. CONTACT LAND DEVELOPMENT INSPECTOR TO CONDUCT INSPECTION ON STORM DRAINAGE, SIDEWALKS, DRIVEWAY
IMPROVEMENTS, ALLASPECTS OF ROAD CONSTRUCTION, ETC,
11. FINISH CONSTRUCTION OF PROPOSED IMPROVEMENTS.
12. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED
GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO
BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF
STRAW ARE NOT PERMISSIBLE ASA UNIFORM COVERAGE IS EXPECTED.
MULCHED AREA SHALL BE TACKED WITH A POLYMER BASED TACIFIER. APPLY POLYMER PER MANUFACTURING
RECOMMENDATIONS SPECIFIC TO EACH AREA OF APPLICATION (I.E. STEEP SLOPES, FLAT AREAS, ETC.). REAPPLY POLYMER AS
NECESSARY TO PREVENT EROSION DURING VEGETATION ESTABLISHMENT.
DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR
MATTING OR FIBERGLASSISYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING
OPERATION.
VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 14 DAYS OF COMPLETION OF ANY PHASE OF GRADING
ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS.
CONTRACTOR SHALL WATER SEEDED AREAS AS NECESSARY TO ESTABLISH VEGETATION
CONTRACTOR SHALL WARRANT VEGETATION GROWTH FOR ONE YEAR.
LEGEND
--745--
NEW STABILIZATION TIMEFRAMES
SITE AREA DESRCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES AND SLOPES
EXISTING WATER METER
(XI
HIGH QUALITY WATER (HOW)
EXISTING LIGHT POLE
EXISTING POWER POLE
�4 ZONES
7 DAYS
NONE
N 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
IN. SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPETHAN4:1S
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
FLATTER
SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED
GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO
BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF
STRAW ARE NOT PERMISSIBLE ASA UNIFORM COVERAGE IS EXPECTED.
MULCHED AREA SHALL BE TACKED WITH A POLYMER BASED TACIFIER. APPLY POLYMER PER MANUFACTURING
RECOMMENDATIONS SPECIFIC TO EACH AREA OF APPLICATION (I.E. STEEP SLOPES, FLAT AREAS, ETC.). REAPPLY POLYMER AS
NECESSARY TO PREVENT EROSION DURING VEGETATION ESTABLISHMENT.
DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR
MATTING OR FIBERGLASSISYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING
OPERATION.
VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 14 DAYS OF COMPLETION OF ANY PHASE OF GRADING
ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS.
CONTRACTOR SHALL WATER SEEDED AREAS AS NECESSARY TO ESTABLISH VEGETATION
CONTRACTOR SHALL WARRANT VEGETATION GROWTH FOR ONE YEAR.
LEGEND
--745--
EXISTING MAJOR CONTOURS
---------
EXISTING PROPERTY LINE
---�-
EXISTING OVERHEAD ELECTRIC
.�
EXISTING IRON PIPE
EXISTING SANITARY MANHOLE
EXISTING WATER METER
(XI
EXISTING GAS VALVE
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING STRUCTURE
EXISTING TREE
PROPOSED EDGE OF PAVEMENT
PROPOSED SILT FENCE SF
STORM WATER FLOW PATH
---743---- EXISTING MINOR CONTOURS
*�-
EXISTING SANITARY SEWER
- - - F,--
EXISTING WATER MAIN
---.�-
EXISTING GAS MAIN
5
EXISTING SANITARY MANHOLE
-.----
EXISTING DITCH
EXISTING LIGHT POLE
EXISTING STRUCTURE
EXISTING STORM INLET
-- PROPOSED R/W
-745- PROPOSED MAJOR CONTOURS
-743- PROPOSED MINOR CONTOURS
,SP 797 38 SPOT ELEVATION
TRAFFIC CONTROL NOTES
1. STREET SPACE IS AT A MINIMUM SO NO MORE SPACE SHOULD BE USED FOR CONSTRUCTION OR MAINTENANCE WORK THAN IS ABSOLUTELY
NECESSARY. THROUGH BARRICADING AND CHANNELIZATION, THE REMAINING STREET SPACE IS TO BE USED TO CARRY THE TRAFFIC AROUND THE
WORK AREA IN THE BEST WAY POSSIBLE UNDER PREVAILING CONDITIONS,
2. TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START OF CONSTRUCTION OR MAINTENANCE OPERATIONS, AND SHALL BE REMOVED OR
RELOCATED AS THE WORK IS FINISHED OR WORK CONDITIONS CHANGE, THE AGENCY DOING THE WORK SHALL PATROL THE WORK SITE AS REQUIRED
TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND OPERATING AT ALL TIMES.
3. ALL TRAFFIC CONTROL SIGNS FOR THE WORK AREA SHALL BE REFLECTORIZED. THE REFLECTIVE MATERIALS USED SHALL BE EQUAL TO OR BETTER
THAN TYPE III, VII, VIII, OR IX RETROREFLECTIVE SHEETING REQUIREMENTS IN SECTION 633 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION
OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP -03).
4. AT NIGHT, ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE REQUIRED TO CALL ATTENTION TO AND TO INDICATE THE ACTUAL
LOCATION OF OBSTRUCTIONS AND HAZARDS.
5. WHEN NOT IN USE DURING WORK HOURS OR CONSTRUCTION INACTIVITY, EQUIPMENT SHALL BE PARKED A MINIMUM OF 10' AWAY FROM THE TRAVEL
LANE IN SUCH A MANNER AS TO NOT CREATE A SIGHT DISTANCE PROBLEM FOR MOTORISTS.
6. THE MINIMUM WIDTH FOR TEMPORARY TRAVEL LANES IS 10' (11' FOR STATE MAINTAINED ROADS); HOWEVER, A 12' LANE IS ADVISABLE AND SHOULD BE
PROVIDED WHENEVER POSSIBLE.
7. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE, THE TWO DIRECTIONS OF TRAFFIC MUST BE PHYSICALLY SEPARATED. TRAFFIC
CONES CAN BE EFFECTIVELY USED FOR THIS PURPOSE DURING DAYLIGHT HOURS; RETROREFLECTORIZED DRUMS MUST BE USED AT NIGHT.
S. TRAFFIC SHALL NOT BE ROUTED ACROSS CENTERLINE WITH CONES OR DRUMS DURING NON -WORKING HOURS. CONTRACTOR MUST BE ON SITE OR
CHANGE PAVEMENT MARKING APPROPRIATELY.
9. GENERALLY, THE PEAK FLOW OF TRAFFIC OCCURS IN MECKLENBURG COUNTY BETWEEN THE HOURS OF 7-9 A.M. AND "P.M., MONDAY THROUGH
FRIDAY. DURING THESE HOURS, CONSTRUCTION ACTIVITY THAT INVOLVES A LANE CLOSURE WILL NOT BE ALLOWED ON THOROUGHFARE STREETS
EXCEPT IN EMERGENCY SITUATIONS OR WITH APPROVAL FROM THE TOWN PUBUC WORKS AND/OR NCDOT.
10. THE AGENCY DOING THE WORK SHALL PROVIDE FLAGGERS AND/OR POUCE CONTROL WHEN REQUIRED. CONTRACTOR MAY ALSO BE REQUIRED TO
PROVIDE A UNIFORMED OFFICER TO CONTROL TRAFFIC WHEN WORKING IN AND AROUND A SIGNALIZED INTERSECTION.
11. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC.
12. IN SITUATIONS NOT COVERED IN THIS DESIGN, THE PROTECTION OF THE TRAVELING PUBLIC AND THE PROTECTION OF THE WORKERS ON SITE WILL
DICTATE THE MEASURES TO BE TAKEN CONSISTENT WITH THE CITY OF CHARLOTTE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
13. THE CONTRACTOR, UTILITY COMPANY, OR GOVERNMENTAL AGENCY INVOLVED IN THE WORK SHALL NOTIFY MECKLENBURG COUNTY LAND
DEVELOPMENT AND/OR NCDOT OF THE CONSTRUCTION START DATE AND ANY MAJOR WORK WHERE THE NUMBER OF TRAVEL LANES ARE REDUCED
FROM NORMAL CONDITIONS OR THE STREET IS REQUIRED TO BE CLOSED. EXCEPT IN EMERGENCIES, THE FOLLOWING NOTIFICATION IS REQUIRED:
- CONSTRUCTION START DATE -5 WORKING DAYS IN ADVANCE
- CLOSING 1 OR MORE TRAVEL LANES DURING PEAK TRAVEL TIMES - 5 WORKING DAYS PRIOR TO THE SCHEDULED WORK
- CLOSING A STREET -10 WORKING DAYS PRIOR TO THE SCHEDULED WORK THIS LEAD-TIME IS NECESSARY FOR PLANNING AND NOTIFYING THE
PUBLIC OF EXPECTED CHANGES IN THE NORMAL TRAFFIC CONDITIONS,
14. THE COUNTY ENGINEER OR NCDOT OR THEIR REPRESENTATIVES ARE AUTHORIZED TO STOP ANY CONSTRUCTION OR MAINTENANCE ACTIVITY WHICH IS
NOT PROPERLY SIGNED AND BARRICADED AS REQUIRED BY THIS STANDARD, THE WATCH, AND/OR THE MUTCD UNTIL SUCH REQUIREMENTS ARE MET.
15. THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION SITUATIONS. IT IS INTENDED ONLY TO BE USED AS A GUIDELINE.
SPECIFIC SITUATIONS MAY REQUIRE ENGINEERING JUDGMENT IN THE PLACEMENT OF TRAFFIC CONTROL DEVICES BECAUSE OF LIMITED VERTICAL
AND/OR HORIZONTAL SIGHT DISTANCE.
16. WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 2' OF THE EDGE OF AN OPEN TRAVEL LANE (5' ON STATE MAINTAINED ROADS), THE CONTRACTOR
SHALL REFER TO THE WATCH FOR PROPER LANE CLOSURE.
17. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE USUALLY USED FOR SHORT-TERM OPERATIONS TO WARN AND
GUIDE TRAFFIC. ADVANCED WARNING SIGNS (CONSTRUCTION AHEAD) SHALL BE MOUNTED ON STATIONARY SUPPORTS SEVEN DAYS PRIOR TO THE
BEGINNING OF CONSTRUCTION OF THE ROADWAY.
18. ALL DRUMS SHALL BE BALLASTED IN SUCH A MANNER THAT THEY WILL BE STABLE UNDER WIND AND VEHICLE ACTION. BALLASTING SHALL BE DONE
WITH SANDBAGS OR OTHER YIELDING MATERIAL SITUATED IN THE BASE OF THE DRUMS,
19. CONSTRUCTION WORK SHALL NOT BE ALLOWED ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN THE SAME AREA, UNLESS THE ROADWAY IS
MEDIAN DIVIDED.
20. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL BACKFILL UP TO THE EDGE AND ELEVATION OF THE EXISTING PAVEMENT AREAS WITHIN 2
FEET OF AN OPEN TRAVEL LANE THAT INCLUDE A DROP OFF OF MORE THAN 31NCHES IN ACCORDANCE WITH THE WATCH (SEE FIGURE 1).
21. PAVEMENT MARKINGS ARE TO BE INSTALLED BY THE CONTRACTOR. PRE -LINES MUST BE APPROVED BY THE COUNTY OR NCDOT PRIOR TO PLACEMENT
OF THE PAVEMENT MARKINGS.
LANDDEVELOPMENTINSPECTOR:
TO..
KEZIAH - CORNELIUS, DAVIDSON, CORNELIUS
[phone]
ZONING INSPECTOR
BRIAN SIFFORD - CORNELIUS, DAVIDSON. CORNELIUS
[phone]
15
ClHWkn
® Dewberry®
Dewberry Engineers Inc.
9300 Harris Corner -kw
Suite 220
Char- , NC 28289
Phone: )04.509 9918
fax: 704.509
.993]
NC8EL58r-0329
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NO. I DATE -L BY I DESCRIPTION
REVISIONS
DRAWN BY ADS
APPROVED BY TJD
CHECKED By TJD
DATE NOVEMBER 28, 2016
TITLE
GENERAL NOTES
PROJECT NO. 50070658
C0001

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Dewberry Engineers Inc
9300 11— Corner Parkway
NC 28269
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DATE NOVEMBER 28, 2016
nTLE
ROADWAY PLAN
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PROJECT NO. 60070656
03.01
Dewberry Engineers Inc
9300 11— Corner Parkway
NC 28269
Ph.— 200.509.9918
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DATE NOVEMBER 28, 2016
nTLE
ROADWAY PLAN
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PROJECT NO. 60070656
03.01
KEY PLAN
SCALE 1— 30'
0' 30' 69
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REVISIONS
DRAWN BY ADS
APPROVED BY TJD
CHECKED BY TJD
DATE NOVEMBER 28, 2016
nTLE
ROADWAY PLAN
AND PROFILE
PROJECT NO. 60070656
03.01
03.01

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800
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765
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Dewberry Engineers Inc.
9300H—isC—e-4—y
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TITLE
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PROJECT NO. 50070656
C3.02

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DATE NOVEMBER 28, 2016
nTLE
ROADWAY PLAN
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PROJECT NO. 50070&5B
C3.03
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9300 Harris C -1-4—Y
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APPROVED BY TJD
CHECKED By TJD
DATE NOVEMBER 28, 2016
nTLE
ROADWAY PLAN
AND PROFILE
PROJECT NO. 50070&5B
C3.03

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780
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75
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Dewberry Engineers Inc.
9300 111 Corner Par\way
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Cl,­HH • NC 28—
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NOVEMBER 28, 2016
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2006 EDITION, FOR 60 MPH DESIGN SPEED (MGMNAY 21) AND 30 MPH OESIGN SPEED (ALL
OTHER ROADS).
2. TREES LOCATED IN SIGHT DISTANCE SHALL BE LIMBED TO 5 CMINI M)ABOVE GRADE.
11 Dewberry'
Dewberry Engineers Inc.
9300 111 Corner Par\way
wke220
Cl,­HH • NC 28—
Ph. e: ­
8269Phone:ro ".9918
— 706.509.9937
NCBELS 8F0929
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APPflOVED BY
TJD
CHECKED BY
DATE
NOVEMBER 28, 2016
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SIGHT DISTANCE
HIGHWAY 21
PROJECT NO. 50070858
C3.05

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NC
1. SIGHT gSTAES CALCULATED PERTHE AMERICAN ASSOCIATION OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS (AASHTO) GEOMETRIC DESIGN OF HIGHWAYS AND STREETS,
=RI EDITION. FOR Q MPH DESIGN SPEED (HIGHWAY 21) AND 30 MPH DESIGN SPEED ML
OTHER ROADS).
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9 Dewberry®
Dewberry Engineers Inc.
9300 NarrH Corner ParAway
Suite 220
EFarbtNC20269
7
Phone: ]00.509.99]0
fax: [phone]
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CHECKED BY TJD
DATE NOVEMBER 28, 2016
TITLE
SIGHT DISTANCE
SMITH CIRCLE
PROJECT NO. 50D70656
C3.06

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STANDARDS
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GROOVE JOINT IN SIDEWALK
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APPROVED DATE: 02/2007
TEMPORARY SILT FENCE
GENERAL NOTES:
I. A GROOVE JONT I• DEEP WITH 1/6• WADI SHAL BE REWIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2•
EXPANSION JOINT WILL BE REQUIRED AT 45' INIERVALS NOT TO
EXCEED 50' AND MATCHING DKPANSIDN/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2• EXPANSION JOINT WW1 BE
REWIRED WHERE THE SIDEWAUK JOINS ANY RIGID STRICTURE,
2. SIDEWNK AT O6VEWA1 ENTRANCES TO BE 6• THICK
3. ws- OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
-R.UM lK W-
- OF SIDERR-s ON NON-TMpROCHEME STREETS SHALL
BE A MINIMUM OF 5'.
5, SIDEWALK TO BE -ED TO ENO OF RADIUS AT INTERSECTNG
STREETS.
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 26 DAYS.
7. ZONING CWDTONS MAY REWIRE ADOMONAI WIDTH SIDEWALKS
WHICH SHAL SUPERSEDE THESE STANDARD DIMENSIONS SHOyA4.
1/1• a`NPM9O1 JCM
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DETAILS SHOWING EXPANSION JOINTS
FOR CONCRETE SIDEWALK
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LAND DEVELOPMENT ,. �. CONCRETE SIDEWALKS
STANDARDS 10.22
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120 lbs/ocre Rye (groin)
80 Ibs/acre tall fesue
2'
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Between Decem er 30 - February 15.
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DATES
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Apply lime and fertilizer per soil tests, or 2000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
lbs/acre limestone and 750 IDs/ocre 10-10-10
lbs/acre limestone and 750 Ibs/acre 10-10-10
AMENfWENR
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APPROVED DATE- 02/2007
NOT TO SCALE
MECKLENBUI covNTY TRUNCATED DOMES
LAND DEVELOPMENT
STANDARDS,, ab PLAN AND CROSS-SECTION 10.358
i
-!::I :::
II II II II II 11 II=11 II II II II II 11 II 11
II II II II II II II -II II II II II II -II II 11 II I II III
II II 11 -II B II -II -II -II II -11 II II II -II -II 11 11 11 II-II=1
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KAIID PeDMRr AS .IIO.I N Aeo.E RTAM1. wROnARE CLOTH ro 0 RMortp IST
eE ERMDED PR«Ivn .NRn urr f.VfM Twi HAS CLOD9ED
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=-=wAs ARr NmcPATra Nro Az rIe vett. PaFirRm 9o` �s °r°°"r-� ro roNFwu ro rIa alslwDo -E FOR
�MECKLENBURG COUNTY ry I SILT FENCE
LAND DEVELOPMENT
STANDARDS OUTLET OPTION 2 3o.osD
!!�IiAIM
i
EXPANSIONTRANSVERSE JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER,
A 10 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2, CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES. A MINIMUM DEPTH OF 1 1/2• SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS. AND ADJACENT TO ALL ROD OBJECTS.
JOINTS SHALL MATCH LOCATIONS Wml JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROMDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6. OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
APPROVED DATE: 02/2007
NOT TO SCALE
r
ECKLENHURC COUNTYLAND DEVELOPMENT CONCRETE CONTRACTION JOINT
STANDARDS("D10.170
GENERAL NOTES
1. SEOUENT SHALL fE REMOVED .WO TRAP
RESTORED i0 lis ORIENTAL DI. -ONS
WHoe THE _Ro NT HAs AccuuuLATED To
1/2 THE OESGN DEPTH OF THE TRAP.
Z REM06ED SEDIMENT SHALL BE DEPOSITED IN
A SUITABLE AREA AND M SUCH A MAMNER
THAT IT MLL NOT EPODE
1 THE STRUCTURE SHALL BE INSPECTED Br
THE DNANanuY RE-Se1E PARTY be
MS AGENT AFTER EACH STORM EVENT AND
REPAIRS MADE AS NECESSARY.
4 COMSTR - OPERATIONS SHALL BE
CARRED art m SUCH A MANNER THAT
EROS. AND WATER POLLUTION ARE
ZED.
S THE SEDIMENT TRAP SIALL BE REMOAED
AND THE AREA STABILIZED WHEN THE
DRAMABASH HAS BEEN PROPERLY
STABI1-
B. ONLARGER DRNNAGE AREAS RIP RAP MAY
BE REWIRED UNDER THE WASHED STONE.
).
MUS
LOCATED AT LEAST W AWAY
FROM -CU1AR TRAFFIC,
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0
A�ARE,
A
sAPREAGEJ IJ
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IMI GIOe
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SQA -A
APPROVED DATE' 02/2007 NOTTO SCALE
MECKLENBURG COUNTY
LAND DEVELOPMENT STONE INLET PROTECTION
STANDARDS 30.08
4
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
!:
SEEDING
MIXTURE
40 lbs/acre ofGerman millet
BO lbs/acre of tall fesue
120 lbs/ocre Rye (groin)
80 Ibs/acre tall fesue
2'
May 1 - August 15
October 25 - December 30
SEEDING
Refert ili a if growth is f,lly adequate.
Between Decem er 30 - February 15.
DATES
To emend spring Rood q into June. add
add 50 lbs/acre of annual Kobe lespedeza.
DATES
Apply 4000 lbs/acro straw or equivalent
Apply 4000 lbs/acre straw or equivalent
It O
hydr.... ding.
hydroseeoing.
SEEDING
Apply lime and fertilizer per soil tests. or 2000
Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS
lbs/acre limestone and 750 IDs/ocre 10-10-10
lbs/acre limestone and 750 Ibs/acre 10-10-10
AMENfWENR
fertilizer.
fertilizer.
APPROVED DATE 02/2007
NOT TO SCALE
MECKLENBURG COUNTY oAA-H% SEEDING SCHEDULE
LAND DEVELOPMENT
STANDARDS (SEASONAL) 3o. 178
GENTLE SLOPES
STEEP SLOPES
SEEDING
MIXTURE
50 lbs/oar. of tab fesue
1DOIDs/acre tall F -U.
30 IM/ern Serlcea bepedeza
(un-ified after August 15)
10 Ibe/acre Robs leepodszo
2'
FALL: August 25 - October
FALL: "pot 25 - October 15
2%
Late w fit- FRIPI 15 - April 15
Latewinter. February 15 - April 15
SEEDING
To emend spring Rood q into June. add
To extend spring seeding into June. odd
DATES
15 Ibs/acre hulled Bennudagrose
15 Ib./acre hulled Ber.nudagross
It O
Overseeding of Kobe lesped.zo over fall-Mwd.d
OR -ding of Kobe Iespedeza aver ran -seeded
o
tall fe.cue is very effective.
tall fee-. is very of &N..
SEEDING
Apply lime and fertilizer per soil torts, Or4000
Apply lima and fertilizer per soil tests. or 4000
AMENfWENR
Ibs/ocro limestone and 1000 lb,/,,m10-10-10
Ibs/acre limestone and 1000 Ib./acre 10-10-10
3U
fertilizer.
f.rtilizer.
NOTE 1
Ground Cover-- Prolective cover must be established on all dielurCed reae within 21 calendar days it,,
land disturW.g acfMty is completed or hos t-,ororiy -Tod.
NOTE 2
Graded slope, and fills --Protective ,over must be e,tabn.h,d on .11 graded .lope. and fill. Within 21 calendar days DR.,
a has. of grading is completed or has temporarily c .... d.
APPROVED DATE: 02/2007
MECKLENBURG COUNTYIS
LAN ENT SEEDING SCHEDULE
STANDARDS
30.17A
2U PERMANENT EASEMENT
2'
S'
S'
2'
2%
2%
2%
2%
3:1
�ABCZ' S9.5B
GENERAL NOTES:
1. TRAILS SHALL MEET ADA STANDARDS WHERE PRACTICAL LONGITUDINAL
SLOPES UP TO W ARE ACCEPTABLE FOR SHORT DISTANCES WHERE 5%
GRADES ARE NOT POSSIBLE AS DETERMINED BY THE TOWN ENGINEER,
2. SUBGRADE SHALL BE PROOF ROLLED AND APPROVED BY THE TOWN
ENGINEER PRIOR TO PAVING.
3. THE EDGE OF THE TRAIL SHALL BE A MINIMUM DISTANCE OF 5 FEET FROM
TREES, RAISED MANHOLES. AND OTHER RAISED UTILITIES.
4. TREE LIMBS SHALL BE TRIMMED UP TO 12 FEET ABOVE THE FINISHED TRAIL
GRADE AND WITHIN 10 FEET HORIZONTALLY FROM THE TRAIL EDGES.
DANGEROUS TREE UMBS OVER THE TRAIL AND DEAD TREES NEAR THE
TRAIL SHALL BE REMOVED AS DETERMINED BY THE TOWN.
MULTIPURPOSE ASPHALT PATH
NOT TO SCALE
Dewberry'
Dewberry Engineers Inc.
930011-KCorner Parkway
Su e22D
Charbne, INC 26269
Phone [phone]
fax: [phone]
NCBELS If 0929
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TITLE
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PROJECT NO. 50070656
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NOT TO SCALE
MECKLENBURG COUNTYdMI TRENCH DETAIL
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2. REINFORCEMENT SN- CONFORM TO THE -
-Of REINfORCEO CONCRETE PIPE OF UKE DMMENTER PER
MS 0 M170, T—E 2. — B.
1. ALL CONLTVETE TO ".OW PS.I `-—STRENGTH.
♦. PRO 1 TONGUE OR SPIf%T JOINT AT INLET ENO RECTION.
5. PROVIDE GROOVE OR BELL — AT.— ENO —110N.
6. THEDIMENSIONS FOR ENO SECT— SHALL SUBBTANTMLLY AGREE
WITH THE TABLE. N NOR VARMl10N5 mLL BE PERYRTED B SED
ON THE WNUTACNRER'S ST 1-1) FORMS AND TEMPUTES.
1. N01 TO BE USED M NCOOT MNNTaR1E0 RIGNI OF WAY.
NOT TO SCALE
IMECELENBURG COUNTY !
LAND ) FLARED END SECTION
Ill DEVELOPMENT
STANDARDS 12" THRU 72" PIPE zo.zsA
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Dewberry Engineers Inc.
93, Han¢ Corner Parkway
Suhe 320
NC 28269
ph.
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PICSIE 6993]
NCBE15 RF 0929
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TITLE
DETAILS
PROJECT NO. 50070656
C4.02

I
7
OENERAI NOTES:
NOTES:
f. CHEEK GAMS MAY BE USED IN SLOPING ORCHES
t. A STAOLJZED ENTRANCE PAD Of PJBU STREET STONE SHALL OE LOCATED WHERE mAFT1C WILL ENTER a LEAK OR CHANNELS TO SLOW VELOCITY OR TO CREATE
ME R FABRIC
Coa ATE CTED A USHER STREET.
2 EATER FABRIC a COMPACTED CRUSHER R1IX STONE SHALL EE USED AS A BASE fa THE CONSTRUCTKIN ENTRANCE. SEDIMENT TRAPS.
1 THE ENTRANCE siA BE MAINTAINED IN A CORY !ON WHICH U. PREVENT TRACKNG OR ROWING Of SEDIMENT 2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PEACES THE
ONTO PUBLIC STREETS OR ENSIWG PAVEMENT. THIS MAY REWIRE PERIOM TDP DRESSING WTH ADDITIONAL TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE 12 NOTES:
STONE AS CONNTIOHS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. DOWNSTREAM DAM (SEE DIAGRAM BELOW). a A sm[ 1. WVRK IN CREEK SHALL BE PLANNED TO NMMIZE THE NUMBER OF DAYS Of
A ANY SEDAIENT SPILLED. OROPPED. WASHED. 011 1RACKED ONTO PUBLIC STREETS MUST BE REMOVED NNONATEIY. THEDISICONTRACTOR
O TRA
5. yNEN APPROPRIATE WIEELS MUST BE CLEANED TO REMOVE WEIRENT PRIOR TO ENTERING A PUBLIC STREET. WEN OAWF , 1� 2 NO CIN rHE CREEK
K JN EBSfAK THE LOCAL DAYS
FORECASTS AND %DNOT BERN
WASHNG IS REWIRED. IT SHALL BE DONE IN AN AREA STAWU— WM CRUSTED STONE WITCH DRAINS INTO AN s �� WORKS ME CREEK UNLESS AT LEAST THREE DAVE WMOIT RAM IS ANTHE END.
APPROVED SEDIMENT BASIN SEE STILI. NO. lolls
_ 1 ALL g51URBFD CREEK BEAR AND BANKS ARE To BE STAOU2E0 PRIOR TO THE EM
6. COUNTY MAY REWIRE A STAPUARO COMMERCIAL OIOKWAY (SM. 10.24 ! 10.25) TO 4 OE EACH WORK DAT.
ACCESS 111E Ca5TRIM110N 91E i 111E oWKWAY IS a A THOROUGHFARE. 1 q MAXIMUM SPACING �B • I CI` THERcCRREREKCRAATTK,AS'>�nHE En ITS BBE�STAAsUZEo
I 1n 11-NyJ111TII SIB nm Orn I S BEFORE BEGINNING CONSTRUCTION ON TIE OPPOSITE SIDE
1= I=Ilg I_lll=1l� A TEN ORARY PIPE OR PUMP MAY BE INSTALLED TO Cama
CRE➢( ROW DURING CONSTRIICTIUX.
A AND B ARE AT EQUAL ELEVATIONS
CROSS-SECTION
mL sNAa4x.na rAex CONSTRUCT 1HREE ROCK aEGX gM1S (STD. SG.10) AT 100 -FOOT
ONOX -Y wAWWD STARE SPACING OO WN STREAM FROM DIE CONS—BON 20NE F
CONATIONS AND PROPERTY RIaTS ALLOW.
• ..t CON TRu TION za
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-�I AN.�_' .
mP
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PLAN MSIFSTP AAOi Xa aiHEC CF S�iRDCBCN —
APPROVED DATE: 02/2007 APPROVED DATE: 02/2007 F CREEK HAS BASE now
NOT TO SCALE NOT TO SCALE APPROVED DATe ov2om NC
MECKLENBURG COUNTY MECKLENBURG COUNTYv)F MECKLENBURG COUNTY CONSTRUCTION WITHIN CREEK BANK
LAND DEVELOPMENT STABILIZED CONSTRUCTION ENTRANCE LAND DEVELOPMENT TEMPORARY ROCK CHECK DAM LAND DEVELOPMENT (FOR USE WITH ROAD CROSSINGS,
STANDARDS 30.114 STANDARDS 30.104 STANDARDS UTILITY CROSSINGS k CULVERT CONSTRUCTION)
ON 2'-0• OR 2'-0' STANDARD CURB AND
DOTTER. STD. PER %0.17A 9Q
} d
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1AIE 1-s I
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OITTfTI TO V-0- VALLEY O1T1P.
SID. 0.19
OA+KA a ..IwL-•R MUAm- DIonNL a .wnAu
SECTION A - A
W
m `z
OLWML g�� __•—:Wd—yII
W - DISTANCE FROM END OF WNGWALL NO
2pR /� SIDVA_
FRT Or M EDGE OF THE SftVA N (SEE DIAGRAM A).
GREATER
lc1 - DIxAH;r FROM F v alKRr
TO END Oi t-9'- AND GUTTE
I le•. fv No. y
GurTDI.
L. - DIxAXCE FROM END ar Wrw E
TO END Or 2'-6' OMB AND GUTTER.
- .:: I ... lar-bc'N•.
1 I
4. AT THE TOP a ANY DROPOFF W1THN THE PEDESTRWI
I
a•=a1 NA—
NOTES'
T IIO1p
AM CNLI ZONr DIxA�iCR IFMA
1
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nAwNo STIeP KDIqA YnEM
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I T
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1 �9¢ NAT[ T a sm. Isa 1o.N9
MANAGEMENT STAFF BASED ON FIELD CONDITIONS.
NOT TO SCALE
DEFINITIONS
CITY OR CH" TrE
CULVERT CROSSINGS ON RESIDENTIAL
OLARII/TTE
LAND DEVELOPMENT STANDARDS
)NmEs EEARLOm rrT
AND COMMERCIAL STREETS To.3sA t t
WARRANTS
II wr1Y RAa
STANDARD SAFETY RAI (SN. /SOON) SHALL BE
�D.A
ECTINEO
UNDER ANT a ME FDIL OR MNG O RECES IN 90TH NEW
CONSTRUCTION AND RETROFITTING OR RECONSTRUCTION a
Mn1a 1T MINOR
rF
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O
Ex15TIrvG ROADWAYS OR SRES:
3 E
1.EN THE CULVERT CROSSING DETAL (SIU. #10.—B)APPUFS.
ARNTD MaM OIARlOT1F OPARIIEM Cr
1 Of STOP SAN N2E AIA MISCN1ATIa PER
1Allt0 xAMVrR.
W
m `z
NOT TO SCALE
2. F MERE 5 A TWO TOOT OR GREATER OROPOFT WENN 2
2pR /� SIDVA_
FRT Or M EDGE OF THE SftVA N (SEE DIAGRAM A).
GREATER
1. F MERE n A 1 -FOOT OR LARDER OROPOFF DIRECTLY
LOCATIONS 50.06 13
ADJACENT TO THE SDEAAU, EDGE (SEE DIAGBNM B).
DIAGRAM A
4. AT THE TOP a ANY DROPOFF W1THN THE PEDESTRWI
SLOPED DROPOFS AT BACK of VDEYIAN
CLEAR ZONE OR WHERE PEDESTRMNS CAN REASONIEEY BE
EXPECTED N THE VICINITY.
OV
5. AT THE O,RFCMRI OE cm, GR ENONEERING ! PROPpYIY
.
MANAGEMENT STAFF BASED ON FIELD CONDITIONS.
r YFRIIFiA ORGPOrr n L68 TPN
I FooT. SAFETY RML MAY NON m
DEFINITIONS
Bo.ol+A RIA
e•
o
Aq Minx zDROPOrEMus'Eo WiN
TOUR NNE. 10' rAST
INCUJDT -- A SLOPE TN 2:1 OR STEEPER. EVABTS.
INCLUDE NEADWALlS, RETAINIXG WALLS, ANO aDLYERTS.
FE SAFM NADIFtaI w¢clla uoNc
• PED61Rlw CLEAR 2aE -- 0 FEET OF ANY COMTHAT-
U)
OF SIDEWAX, SLOPE AND S1gNDER SLOPED AT 6:1 OR
NATTER. SIDEYIAX DOES NOT NEED To BE PRESENT.
1 R.
OR SDEwAU(
• SRIEWAUt -- FOR PURPo56 OE TNS STAMNp, TME TORY
GREATER•
il[EWAIX' n USED CEIERK1lLY AND SWAJ_ MEIN ANY
RETAINING WALL
PAM OR SURFACE TO BE USED FOR BICYCLE AND/
PEDESTRIAN TRANSPORTATION DWAIMES INCLUDE BUT ARE
OR STEP
NOT UNTEO TO, SIOEWNJtS, OKE PATHS, SHARED-u5E
PATHS. PEOESTRIAN PATHS, AND GREENWAYS
DIAGRAM 6
VERTICAL D110POFE AT BACK OF SIODMILK
NOT TO SCAE
CITY OR C)LARLOTTE
LDPM�IT' srANDARDs
ANDEVELO
SAFETY RAIL WARRANTS
IIlARi4F1'Ii mcumes ma om In
50.04f3 7
GENERA NOIF�
HBE MrN aiw1T oNiMrMiu. o. ifs
a swvC R 6MIN1.MwT iN+ERr ANP TISK Tar
Wm. A ruin � ovE (s¢piu�i[n1)tEwt
4.Erawss. ANP LasINL a NASUmnFRDN
M M4�R 6'ME.. YANL O 1M MY[A IPAREL
A coROaxEs ar E� Doug m CA ­.I EroM MW
NEER AOg1XrIAl MfA5uR5
w evM soES rs MRURm a eD1N smn a STRaT r mLw4x W
MN C_ I— F�°rRO.WED Y�'oNPrT i aw NnNnAaa.W®
ON TIME sICOAIX SAVE O sTT¢T IFTED
sRWNA
TABLE T.
CLEAR ZONE DISTANCES
LOCAL. COLLECTOR, AND COMMERCIAL STREETS
AMmrt 9mlw aAYE /Wn+l 1m aANEXG
m
a x
SR SID. ND. 10�AA FOR PLW AAD CUSS SECItlHYI SCIEWTILS
I oqq I CULVERT CROSSINGS ON RESIDENTIAL
NAND DEl'BtAPYENT STANDARDS AND COMMERCIAL STREETS
10369 7
/1LUWr1"IT
Sim _
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KEY TO FASTENERS:
OS10 -x • E' ND1 MEN,Mrtwr, -- — END
10-24 FIANCE IMT. INC- OF.•D ONE
O �' %ia A�aI rAn �eaT, zlxc
C ,F n9 K :-t• ca1XEn 9Du (MIVKA.AYT. 2Nc
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ETES:
PoSTLSIll
CUIK-PUNCx, AUGSvwu
ON
SOIwE 10 FEET N ILAGM •ANO 3'
1 TE SLEEVE SHNL BE 12—
OJ11P. AIGIEB d AL S�S�•NNO 2]S'
SONAR[. b' M 1FNfn1.
S. xRm NAME .GAS _ SRBECT 10
TSI APVRWA CRF THE Co, OTE
1RAINsvoRTAT°EPaN�rAINO�mE an rNaNER
MEN
NOT
CITY OR CBARIATTE
LAND DEVELOPMENT STANDARDS STREET NAME SIGN
�ut"firm BDIAES CBEemm aT) I 50.OSA 9
A B C
A A
1. ALL COEYETlO BE 1600 P.S.L W W6S1VE sTRENGM.
z. TYPE Or RPE 10 BE/ n -5/M' NAVE 0.0. BI/L1T Yell, low CaRBa RPE a
ALL JOINS GALVAH2ED.
1 To HMK A 1/Y PELLET NEID A AlL JOIHIIS
1. SEE E NST__ ASSNAY wTM M.ALN ALL _EA ENAMEL
a SEE aETAA w.a-B POR wARRANS
JSAFETY RAIL NOT TO SCALE
CRY OF CRARIOITB
LAND DEVELOPMBNT STANDARDS
(SLA "will- INCLUDEs cBYRTMIE aT2 50.044 7
WERSECTION AM
SIDEWALK. CURB. mW GUTTER
INTERSECTION with CURB and GUTTER
xlQi
A°fnmil r c MN. RYy MINOR
d
� (1Y'% . slcN
Mn1a 1T MINOR
rF
raJ
INTERSECTION AM
DRCHES, ond NO CURB d GUTTER
vw� Kn
NOTES
REOIINEO Ir
THE sTAEn� I.1 a"`MORE IAHMz
M!NGR
s�
smv x� uraO
AM� 0
ARNTD MaM OIARlOT1F OPARIIEM Cr
1 Of STOP SAN N2E AIA MISCN1ATIa PER
1Allt0 xAMVrR.
W
m `z
NOT TO SCALE
lm1
LAND DPE)PMENT ANDARDS
STREET SIGN INSTALLATION
(xAuoTY>:DKWDIS
CHUWM RIA)
LOCATIONS 50.06 13
Dewberry'
Dewberry Engineers Inc.
9300 Harris Corner Parkway
SOIhNC 26269
Pho. %n.:e: x14.509.9916
P
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NCBELSNIF0929
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REVISIONS
ADS
DRAWN BY
TJD
APPROVED BY
TJD
CHECKED BY
DATE
NOVEMBER 28, 2016
TITLE
DETAILS
C4.03

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Dewberry Engineers Inc.
9300 Harris Corner Parkway
S. RP 220
CharWO,, INC 38169
Ph on e: 704.5099918
FIX: 704.509.9937
NC8EL54F-0929
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N0. DATE BY DESCRIPTION
REVISIONS
DRAWN BY ADS
APPROVED BY TJD
CHECKED BY TJD
DATE NOVEMBER 28, 2016
TITLE
DETAILS
PROJECT NO. 50070656
C4.04