NCC214182_ESC Approval Submitted_20210720

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FINAL APPROVAL 6/21/2021
LDUT0DNCm2021m00001 PROJECT NUMBER: -
ci�LOT�. LDUTODNC-2021 00001
ENGINEERING Robert M Zink
421 W TREMONT AV, CHARLOTTE NC 28203 PCSO/DETENTION/DRAINAGE PLAN
EROSION CONTROL Justin Klein
6/21/2021 4:09:11 PM
URBAN FORESTRY Craig Robinson
CDOT Kevin Parker
PLANNING N/A
n r I Notes UMUDD/MUDD/ PED/TODe e a NOTE: THIS PLAN APPROVAL DOES NOT
GINCLUDE CHARLOTTE WATER. FOR MORE
INFORMATION, PLEASE CALL 704-336-5499 OR
VISIT http://charlottewater.org
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE COMMERCIAL ZONING. ALL BUILDING
PERMITS AND ZONING APPROVALS CAN BE
[Discipline: STORM WATER] OBTAINED EN . PLEASE CALL COUNTY CODE
ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
PCSO Compliance NOTE: SCHEDULE PRE-CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
This project is within the Business Corridor Revitalization Geography and is paying a mitigation fee for compliance with PCSO
per section 18-161 (b)(3). The fee is based on 0.747 acres of BUA. 0.747 x $60,000 = $44,820

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LO PROJECT DATA: 1. ALL TOPOGRAPHIC INFORMATION, UTILITY LOCATIONS, AND ELEVATIONS ARE BASED ON THE TOPOGRAPHIC DEVELOPER: SURVEYOR: REASON - CITY OF CHARLOTTE LAND DEVELOPMENT 1ST SUBMITTAL COMMENTS
THIS PROJECT IS LOCATED ON A 2.60 ACRE SITE, IN SURVEY PROVIDED BY LAWRENCE ASSOCIATES. DATED JULY 21, 2020. DATE - 4/08/2021
CHARLOTTE,NC. THE PROPERTY AS IT EXISTS CURRENTLY RAM REALTY ACQUISITIONS V, LLC LAWRENCE ASSOCIATES SW+ PROJECT: CL1103
IS A DEVELOPED SITE WITH EXISTING BUILDINGS AND 2. ALL ELEVATIONS ARE BASED ON NAVD88 DATUM 127 WORTHINGTON AVE., SUITE 290 106 W JEFFERSON STREET 2. PERMITTING
�j W. DATE: 02/18/21
z PAVEMENT. THE EXISTING BUA IS 1.35 AC. CHARLOTTE, NC 28203 MONROE, NC 28112 REASON - CITY OF CHARLOTTE LAND DEVELOPMENT 2ND SUBMITTAL COMMENTS DRAWN BY: CAB
u6 3. THE CONTRACTOR SHALL VERIFY THE EXISTING TOPOGRAPHIC WORK, EXISTING UTILITY LINE LOCATIONS AND CONTACT: RACHEL KRENZ CONTACT: DONALD F. LAWRENCE, PLS DATE - 5/25/2021
W CHECKED BY: TLL
Q THE PROPOSED DEVELOPMENT WILL BE A MULTIFAMILY ELEVATIONS PRIOR TO BEGINNING WORK. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES ON THE
0 APARTMENT FACILITY WITH ASSOCIATED PARKING AND DRAWINGS PRIOR TO BEGINNING WORK OR DURING CONSTRUCTION, THE ENGINEER SHALL BE NOTIFIED REVISION HISTORY
o INFRASTRUCTURE. THIS PROJECT WILL ALSO INCLUDE IMMEDIATELY. 1 4/8/21
Q IMPROVEMENTS TO CURB GUTTER AND SIDEWALK ALONG W
Ors CIVIL ENGINEER & LANDSCAPE ARCHITECT: ARCHITECT: 2 5/25/21
W TREMONT AVENUE. 4. THE CONTRACTOR SHALL MAINTAIN AND BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY
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U) SEAMON WHITESIDE & ASSOCIATES, INC BB&M ARCHITECTURE
W FLOOD ZONE: 5. AN AUTOCAD BASE PLAN OF THIS DRAWINGS CAN BE PROVIDED TO THE CONTRACTOR UPON REQUEST.
1111 METROPOLITAN AVENUE SUITE 1050 1435 WEST MOOREHEAD STREET SUITE 160
= THIS PROPERTY IS LOCATED OUTSIDE OF ANY REGULATED ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS IN ELECTRONIC DATA.
FLOOD ZONES ZONE X(OTHER AREAS) NAVD88, SCALED CHARLOTTE, NC 28204 CHARLOTTE, NC 28208
o FROM THE FEMA FLOOD MAP PANEL NO. 3710454300L, DATED 6. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL PLANS AND COORDINATION WITH THE CITY OF CONTACT: TREY LITTLE P.E. CONTACT: HEATH WICKLINE TITLESHEET
Q SEPTEMBER 2, 2015. CHARLOTTE FOR LANE/ROAD CLOSURES AS NEEDED THROUGHOUT CONSTRUCTION. PHONE: [phone] PHONE: [phone]
W EMAIL: [e-mail] EMAIL: [e-mail]
O PROPERTY INFORMATION: 7. ALL SITE WORK TO BE PERFORMED IN CONFORMANCE WITH THE CHARLOTTE LAND DEVELOPMENT STANDARDS
= PARCEL ID: 119-061-06 MANUAL. MATERIAL SPECIFICATIONS ARE PROVIDED IN THE SPECIFICATIONS AND SPECIAL PROVISIONS SECTION.
ZONING DISTRICT: CURRENTLY (1-1)
REZONING PENDING FOR TOD-NC 8. ALL UTILITY INSTALLATIONS, PUBLIC AND PRIVATE, SHALL BE PERFORMED IN CONFORMANCE WITH THE
o OVERLAY DISTRICT: TOD CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT WATER AND SEWER POLICIES, PROCEDURES, STANDARDS
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WATERSHED: CENTRAL CATAWBA AND SPECIFICATIONS DATED JULY 27, 1995. C 1 . 0
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1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING 1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. E&SC PLAN LEGEND DRAWN BY: CAB
W DEPARTMENT. 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. PROVIDE FINAL STABILIZATION FOR ALL DISTURBED CHECKED BY: TLL
Q Sodding Concrete washout Basin TOTAL SITE ACREAGE AREAS. REFER TO THE LANDSCAPE PLAN FOR
0 2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION (NCDEQ STD.6.12) O (See Detail) CW REVISION HISTORY
ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONTROL ORDINANCE AND IS SUBJECT TO A FINE. SPECIFIC MATERIALS / PLANTINGS. ANY DISTURBED
CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY 2.42 ACRES AREA NOT ADDRESSED IN THE LANDSCAPE PLANS
Permanent seeding Filter Fabric Inlet Protection SHALL BE PERMANENT SEEDED IN ACCORDANCE
1 4/8/21
Q CITY CODE AND IS SUBJECT TO FINE. EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. PS WITH CLDS DETAIL 30.17, THIS SHEET.
(NCDEQ STD.6.12) (CLDS STD.30.15)
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Q NECESSARY TO INSTALL THESE DEVICES. VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
Temporary Seeding Hardware Cloth&Gravel Inlet Protection
to 4. INSTALL CONSTRUCTION ENTRANCE WITH TIRE WASH AND CONCRETE WASHOUT AS INDICATED ON PHASE 1 PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. TS
�_ E&SC PLAN, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. 6. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITHIN 14 CALENDAR (CLDS STD.30.17) (CLDS STD.30.09) ❑ 2.75 ACRES
= 3. INSTALL STORMWATER PIPES, STRUCTURE, AND INLET PROTECTION AS INDICATED ON PHASE 1 E&SC DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. EXISTING UTILITY NOTE:
z PLAN, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY Construction Entrance
Limits of Disturbance (CLDS STD.30.11A)
0 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING ENGINEERING DEPARTMENT. THE LOCATION OF EXISTING UNDERGROUND EROSION
2 PERMIT AND DEMOLITION/CONSTRUCTION MAY BEGIN. 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY
Q Silt Fence Drainage Area Silt Fence,Standard ONLY AND HAVE NOT BEEN INDEPENDENTLY
W 5. DEMO EXISTING BUILDINGS AND HARDSCAPES AND BEGIN SITE AND BUILDING CONSTRUCTION. CLDSM #30.16 - - - SF • ® VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. CONTROL
6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONCE ACRE THAT WAS NOT PREVIOUSLY (CLDS STD.30.06A) PLAN PHASE
STRUCTURES AT MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS AFTER AN ONE INCH RAIN EVENT, APPROVED. 1 THE CONTRACTOR SHALL DETERMINE THE EXACT
Diversion Swale Silt Fence Outlet LOCATION OF ALL EXISTING UTILITIES BEFORE
= 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION 10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT (see Detail) (CLDS STD.30.06C) COMMENCING ANY WORK, AND AGREES TO BE
0 AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF PRE-CONSTRUCTION MEETING. FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS 11. THE INTENT OF THIS DESIGN IS TO UTILIZE SILT FENCE TO PROVIDE EROSION CONTROL. DRAINAGE DATA IS INCLUDED
Construction Entrance Tire wash Know what's below. WHICH MIGHT OCCUR DUE TO THE CONTRACTORS
MANUAL. ON THIS PLAN TO VERIFY THAT NO MORE THAN 1/4 ACRE IS DRAINING TO ANY 100 LF SILT FENCE. (CLDS STD.30.11B) 0 0 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
OU 12. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AT MINIMUM OF ONCE PER WEEK AND 24 HOURS AFTER 1" RAIN Call before you dig. AND ALL UNDERGROUND UTILITIES.
EVENTS.
3. 0
L :4 1 11:47 PM, BY Craig Bemick V: L11 W s rosion ontrol lan.dwg

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