NCC232938_Site Plan or Location Map_20231004

DowSign Envelope ID:D939D84C-5D43-412D-8C0A-7AF1C4FA612E 1 2 I .j ^
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J Y • Dewberry°
DRAWING INDEX
ORIGINAL DATE REVISED DATE
GENERAL Dewberry Engineers Inc.
9300 Harns Corners
TO.01 - COVER SHEET 08/04/23 Charlotte,NC 28269 Pkwy,Suite 220
Phone:[phone]
Fax [phone]
www
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E NCBEIS#F-0929
A C0.01 - GENERAL NOTES 08/04/23 08/24/23 NCBOLA#C-4]8
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01.01 - DEMOLITION AND PHASE 1 ESC (1 OF 2) 08/04/23 W
C1.02 - DEMOLITION AND PHASE 1 ESC (2 OF 2) 08/04/23 0
C2.01 - SITE PLAN - OVERALL (1 OF 2) 08/04/23 Q
C .02 - T • - POO 12 08/04/23 Q
Q C3.01 - GRACING AND ESC PH 2 - OVERALL (1 OF 5) 08/04/23 08/24/23
C3.02 - GRACING AND ESC PH 2 - DRAINAGE AREA PLAN 08/04/23 08/24/23
C3.03 - GRACING MD ESC PH A PLAN 08/04/23 08/24/23 (/)
64 - G• ! ! P N 08/04/23 08/24/23 0 H
— C3.0 - GRADI G AND ESC PHAS C PLAN 08/04/23 CONSTRUCTION DOCUMENTS 2 z o
C4.01 - BMP DETAILS L Ire
C4.02 - BMP DETAILS - POND CROSS-SECTION 08/04/23 N
C5.01 - STORM PROFILES (SHEET 1 OF 2) 08/04/23 0 W a to
C5.02 - STORM PROFILES (SHEET 2 OF 2) 08/04/23 21214 L E G I 0 N ST I- Z
C6.01 - SITE DETAILS S E T 1 OF 4 08/04/23 C/) W
L 6.0 - SIT !ETAILS SHEET 2 OF ' 08/04/23 08/24/23 Y cc N o
C6.03 - SITE DETAILS (SHEET 3 OF 4) 08/04/23 CORN E L I U S, NORTH CA R O L I N A
C6.04 - SITE DETAILS (SHEET 4 OF 4) 08/04/23 Q
L1.01 - LANDSCAPE PLAN 08/04/23 D L1.02 - LANDSCAPE DETAILS 08/04/23
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STRUCTURAL w
50.01 GENERAL STRUCTURAL NOTES, DETAILS, AND SCHEDULES 08/04/23
S0.02 CAST-IN-PLACE CONCRETE SPECIFICATIONS 08/04/23
S1.01 STRUCTURAL PLANS AND ELEVATIONS 08/04/23
50.02 STRUCTURAL DETAILS 08/04/23 VICINITY MAP SCALE: 1" = 250' SEAL n
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TOPOGRAPHIC SURVEY (BY DEWBERRY ENGINEERS, INC.) 06/14/21 —_ _-_ --—_ bF±- raur(i9`
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LOCATION MAP SCALE: 1' = 2000'
SITE INFORMATION .`
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SITE LOCATION *1♦ 7.- . ,ft$74y5 A! tlir�4 i4#41 EMI INS
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PARCEL NUMBER: CORNELIUS
& 00318101 �� ��.►'�.':;,N� � � % .q. •°��:��°i G °M11
ETJ AREA: CORNELIUS ►ap�� ,.;��v �� ���4;o,�i/rq
TIME FRAME: PERMITTING : SUMMER 2023 If'* . 1:,� %��ll� �j' J `:;��i'; ��� 6 fta CONSTRUCTION FALL 2023 - SPRING 2024 . r.:�•Oi hs' � ��.,, Qi3�i� 1'"-°� �� �:��•�►" 41101 Rill
ZONING INFORMATION tip* �.���..;==��p.n■.ual 'pp�w „ SIM
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EXISTING ZONING DISTRICT: NR -"' '_i iegr lll°_ :� , `I , /
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OVERLAY DISTRICT: iP e _ ® `\ �"' ,,
► °'-4_ PROJECT LOCATION . _
PRINCIPAL USES: NEIGHBORHOOD PARK ''VW
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- WATERSHED INFORMATION aiiii: -11 n!"Su Eg '
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STREAM WATERSHED: LAKE NORMAN -owi `' ++
REGULATED DRINKING WATERSHEDS: LAKE NORMAN ►eL�1 � _ '�// �A 4�/�/�� `•�®® './ O
SCOPE OF WORK: : ;R: 0Rft'IAGE
SITE IMPROVEMENTSA.C '►NEW )c:�Ip� IA0:40fi��i��-;%t yr � .B DENUDED LIMITS: 1.90 AC ''� '° % "'igt 3� '� liAll
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IMPACTS TABLE CONTACTS , li
`,� �� 08/24/2023 LMI AGENCY COMMENTS
PROJECT LOCATIONSW
40 NO. DATE BY DESCRIPTION
TEMPORARY JURISDICTIONAL STREAM & WETLAND IMPACTS: OWNER: ENGINEER: F i REVISIONS
TOWN OF CORNELIUS DEWBERRY ENGINEERS INC.
TOTAL IMPACT AREA: 0.001 ACRES ± OF JURISDICTIONAL STREAM POINT OF CONTACT: ADAM ABERNATHY BRIAN LAFRANCHI, P.E. I . ' DRAWN BY WH, LMI
0.004 ACRES ± OF JURISDICTIONAL WETLAND 21445 CATAWBA AVE 9300 HARRIS CORNERS PARKWAY iii CORNELIUS, NC 28031 SUITE 220 • APPROVED BY BML— TOTAL IMPACT LENGTH: 14 LF ± OF JURISDICTIONAL STREAM PH. [phone] CHARLOTTE, NC 28269 ` pi
, [e-mail] PH. [phone]
FAX [phone] r
. DATE AUGUST 4, 2023
PERMANENT JURISDICTIONAL STREAM & WETLAND IMPACTS: [e-mail] ri,...._4111,
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TOTAL IMPACT AREA: 0.00 ACRES t OF JURISDICTIONAL STREAM LANDSCAPE ARCHITECT:
0.002 ACRES t OF JURISDICTIONAL WETLAND DEWBERRY ENGINEERS INC. rti*♦ ill '��TRISTAN M. MCMANNIS, PLA • ,,, ���, •
TOTAL IMPACT LENGTH: 240 LF t OF JURISDICTIONAL STREAM 9300 HARRIS CORNERS PKWY, SUITE 220 . ,• ♦ �- 111111
Ilin COVER SHEET
CHARLOTTE, NC 28269 1,01
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FAX [phone] [e-mail] �',7 PROJECT NO. 50151685
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CODE REFERENCES , gweq g1/f
AMERICANS WITH DISABILITIES ACT - ACCESSIBILITY GUIDELINES, 2010 (ADAAG) SUBMITTAL SET NUMBER NCDEQ EROSION AND SEDIMENT CONTROL MANUAL - 2013 ❑PRELIMINARY ❑CONSTRUCTIONIMECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL - 2022 ❑APPROVAL ❑REVISION , ,s
•BIDDING ❑RECORD , 47
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TO.01

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