NCC241451_Site Plan or Location Map_20240513

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O DATE:5/6/2024 "N
CD) PROJECT NUMBER:LDCP-2023-00469 APPROXIMATE CUT
APPROXIMATE FILL 4,300 CV PCSO SUMMARY
059-113-88 STORM DRAIN PIPE SCHEDULE STORM DRAIN STRUCTURE TABLE la �-F
3,300 CY Original Parcel ID Number(s):
APPROXIMATE NET(CUT) 1,000 CY UPPER LOWER RIM
NOTE:THIS PLAN APPROVAL DOES NOT INCLUDE CHARLOTTE WATER.FOR Development Type: Single-Family FROM TO LENGTH SLOPE SIZE MATERIAL NAME INVERTS TYPE 0S
i:HARiOTTE- MORE INFORMATION,PLEASE CALL,04 333 5459 0rw„L«eH4aeweleso Subject toPCSO?Y/N I YES INVERT INVERT ELEVATIONC1 I--I m
CHARLOTTE-
MECKLENBURG M1 DISTURBING PRE-CONSTRUCTION
G THE ONLINE FORM FOUND AT TO GENERAL NOTES: ENO,why'? A2 Al 715.35 715.25 16.00' 0.63% 24" RCP Al INV IN=715.25 FLARED END SECTION CLDSM 20.22
FANNING DEPARTMENT 'NOTE:
E:NI'''''APPROVAL DOES BIN
s PLAN APPROVAL DOES NOT INCLUDE .ALL 1. NO GRADING SHALL BE ALLOWED WITHIN THE LIMITS Watershed: Western Catawba&LLW PA W
BUILDING Disturbed Area ac: 2.55 A3 A2 716.00 715.45 44.58' 1.23% 24" RCP INV IN=715.45 PRGCONTY CODE ENFORCEMENT.
PLEASE CALL CTAC AT 704- OF THE 100+1STORMWATER ELEVATION LINE(SWEL). ( ) A2 721A3 PRECAST MANHOLE840.52 O A z
314 C OE(2633)FOR MORE NFORATION�TC Site Area ac: 3.30 INV OUT=715.35
2. UNLESS OTHERWISE NOTED,ALL DITCHES ARE TO BE ( ) B2 Bl 721.20 721.00 38.00' 0.53% 24" RCP
INSTALLED WITH NORTH AMERICAN GREEN S75BN DA#1 A3 724.75 INV OUT=716.00 RISER STRUCTURE o
BIODEGRADABLE BLANKET. Total on-site Drainage Area(ac): 1 2.2a B3 82 723.90 723.25 95.20' 0.68% 15" RCP E' z
B1 INV IN=721.00 FLARED END SECTION CLDSM 20.22
3. ONLY NON-PLASTIC MATTING IS TO BE USED ON-SITE. Existing Built-upon-area(SF): 335 B4 B3 724.50 724.00 68.61' 0.73% 15" RCP 0
Existing BUAto be removed(SF): 335 INV IN=723.25et Existing BUAto remain(SF): 0 B5 B2 725.45 724.00 137.01' 1.06% 15" RCP B2 727.50 INV IN=724.00 DROP INLET 840.14 O
Proposed New BUA(SF): 34,450 B6 B5 725.95 725.55 63.18' 0.63% 15" RCP INV OUT=721.20
Proposed%BUA 23.90% INV IN=724.00 ,�
B7 B6 726.35 726.05 42.30' 0.71% 15" RCP B3 727.78 PRECAST MANHOLE 840.52 ED
Density(High/Low) High INV OUT=723.90
Total Post-Project BUA for site: 34,450 B8 86 726.25 726.05 18.32' 1.09% 15" RCP B4 728.25 INV OUT 724.50 DROP INLET 840.14 .
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_
Development or Redevelopment? Development B9 B5 728.50 728.00 23.99' 2.08% 15" RCP INV IN=725.55
Natural Area Required(ac): 0 85 732.84 INV IN=728.00 CATCH BASIN 840.02 W
Natural Area provided,total(ac): 0 INV OUT=725.45 W
Undisturbed Treed Natural Area Preserved(ac): 0.312la
- y
Total stream buffer protected on-site(ac): ' 0.35 INV IN=726.05 F�-F _
B6 731.25 INV IN=726.05 PRECAST MANHOLE 840.52 I1
Transit Station Area?Y/N NO INV OUT=725.95 01
I I I , l /I F I I 1 I I I f / I I / �y I Distressed Business District?Y/N NO o
I I I I I I \\1 \I I / I Y I Mitigation Type(if applicable) N/A B7 730.75 INV OUT=726.35 CATCH BASIN 840.02 p
1 I I I I /I I I ) I I 1 \ /® \s) /\ I Natural Area mitigation?Y/N NO B8 730.75 INV OUT=726.25 CATCH BASIN 840.02 WLE
I I I 1 I I 1 I I \I I I / 1 �h /^/////// \ \ N-\ I Buffer Mtgation?Y/N NO €1
�j� B9 732.84 INV OUT=728.50 CATCH BASIN 840.02 I�
I 1 \ I I 1 (I / I / 1 qI I I I l \ .\\ I Total Phosphorous Mitigation?Y/N NO I„I 5
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BEFORE YOU DIG! / ' \ \ \ \ \ I \ \ Q\ N ( // // / / SF ET
CALL 811 OR 1-800-632-4949 7 l 1 \ \ It I I \ \ \ \ I / / / / / 30 15 7.5 0 30 /A�'
N.C.ONE-CALL CENTER \ ` \ \ II I II \ \\\ \, \ / \ \\ I r / 1 / i -4,O
IT'S THE LAW!
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