NCC224025_Site Plan or Location Map_20221206

-ALE AND A
L M. DANCY WITH REQUISITE APPROVAL N UPSTREAM DEVELOPER WIL BE REQUIRED TO HAVJ DEPTH I '
)17-072 38 2500 FEETEOFSTHEDPROJECT SI BIDI RE RECORDEDDINGS KRESUL�S AR TO BE SUBMIUGH T THE FIRST TTED OND R TH�VREVIIEWN
NING: NR ENGINEER PRIOR TO PRECONSTRUCTI MEETING. THIS DATA SHALL BE COLLECTEIE
BY A I I o
SINGLE FAM REGISTERED LAND SURVEYOR OR PERS WITH ADEQUATE E ERIENCE, USING MEHODS GE ERALLY
ACCEPTED IN THE INDUSTRY AS BEING A CURATE AND RELIA E. SHOULD SIGNSF SEDIME TATION I�
DEARNESS PROPERTIES, LLC \ I
IN THE POND OR COVE OCCUR DURING T E PROJECT CONSTRU TION, DATA WILL COLLEC ED I
POST CONSTRUCTION. IF ANALYSIS OF THE DATA INDICATES AN UNACCEPTABLE ACCUMULATION OF �
DB. 19977, PG. 589 \ / --SEDIMENT BEYOND NATURAL SEDIMENTATION, THE FINANCIAL RESPONSIBLE PARyY MAY BE REQUIRED II
PIN: 017-072-37 / TO RE ORE THE POND TO ITS PREDEVELOPMCNT DEPTH. \ / /
ZONING: HC(CD) \ I
USE: COMMERCIAL / C_
III ALL EC BASIN SLOPES AND ALL
DIVERSION DITCHES TO BE MATTED
WITH S75BN MATTING BY NORTH
AMERICAN GREEN
SITE
12" ELM • x - I a \ �� N
\ /24" OAK �x INSTALL SKIMMER I \ I rJ
\ •a 18 OAN 6" uMi� FENCE BASIN. {STD #502.1) INSTALL 2 ROWS OF TREE PROTECTION I o oy m
x �/�`l PRWPj� ROA
� A - - FENCE HIGH HAZARD SILT FENCE, TYP. \ / I h Cf)
8" CED • 8" CAK • 15" OAK �xX :E� Cn
24" OAK
INSTALL SUPER S1\LT ( ��1111///// X � x x� - _ D ARNESS PR PERTIES LLC \ I �1 W - I Ro0 Ra
\ \ I FENCE, SEE*DC9AO* 8" DGw \ ,,��� �f//////I /]//�® x �x- PAR EL 1 \ I A D
/ V A //�/ - -�_G DB. 19977, PG. 5 9 I ICI
J\ • 12" cul ��/ ////////// �� X -x EX• FENCE ZIONING7 HOC72C56 DENUDED LIMITS c
SEE SHE ET 4.12 \ //////// -O� X Tx _X USE: CO ME CIAL TYP. I z
FOR EMBANKMENT ♦� 89 //I/]// \ x� \\ N
CONSTR gTION : I 88 87 ///////////. \\ 36" CHY , i INSTALL 21ROWS
LT Ht H � I VICINITY MAP
NfT\ • 8" Paz/ �°Z'� I SCALE: NTS O ♦ �� I INSTALL 1$" (PER i' i 86 /I�, INSTALL\®8" SLOPE 12" ELM TYP. u \ \
♦ I I PIPE PER NW/WI`tALC. a" AP
24" OAK ♦ co CHART) SLOPE PIPE. I \ / • 0 24" PI \ I
SKIM ER cn ♦ '� I SEE DETAIL 6 C9.00 SEEEL %i/C9.00 I 10" TREE 12" cuM \ EROSION CONTROL LEGEND
INV= 8 .00 \ `b 47 / TYP. s' c�LtM 18" PIN\Cn '�\ ® ^ /I TYP. /�9� \ \ / TREE PROTNI�Qs" MA • 1\OAK • 12" PIN X / 8" TREE \ I GRAVEL TEMPORARY SILT FENCE
♦ • 12" PIN PIN / \ (CLDS #507.1)
\ W ♦ \ I • 12 GUIM1` "MAP \ 1° 15IN PIN X / i an
MAP TEMPORARY SILT FENCE WITH TREE
10" CED \ ♦ \
ANTI -SEEP COLLA S,\ ♦ ``-- X / / X / PROTECTION FABRIC (STD #507.1)
,�X �- X L� X -C>- X -C� X \ / n CB
SEE SHEET C 12 11 i1 4 \I\ I �,,,,,, \ �� 88 / �/ / I BOTTOM? 789.77 X FENCE STD HAZARD TEMPORARY SILT
\ \ = o^q• �I I ® �9 89 �,\ \ SEE DETAIL 6�/C9.088 \ I 70 {BURIED) / { # )
y I \ , _ _ ` _ _ _ _ _ -0 - - PROPERTY LINE
\ �e I _ _ - - �l - ♦ tow, 111111111111111111 11111111111111111 11111111111 1111111111 Ti ♦�� _ _ _ _
"30
------8g-------------gg ------ ----- / LIMITS OF CONSTRUCTION
\' SWALE 4 �r / PATIO I/
\I \ 4A �I� ) 1st ROW OF SILT FENCE DA=0.1AC # \ 89 g0 / / �� �I ■■■■■■■■■■■■■
111 1 / �� DRAINAGE AREA BOUNDARY
• 6„ �^ �� TO BE REPLACES WTH ♦ ® I TEPS
/ RIPRAP BERM PER TOWN / \ 89 90 TREE PROTECTION FENCE
/ OF HUNTERVILLE DETAIL INSTALL TEMPORARY ♦ \ / I (STD #601.1)
I ,,,��, / 504.1 / 1 \ DIVERSION DITCH 2:1 : \\ I = TEMPORARY DIVERSION DITCH
����
/ I� SIDES AT 2.0%. SEE ♦ SKIM ER / 89 �90 D i ssILH (STD #506.1)
♦ \ RIM: 793.95
D1ETAIL 9/C9.00 INV-7860 I \ I
i ♦ 9 / � I INV 790.35(IN)
TYP. v ♦ \ INV: 790.05{OUT)
/ • / J / / I / ` : \ / INSTALL 24" I / \ TIRE WASH
�• 6„ SLOPE PIPE HWA1 S T. I / GRA EL TW (STD #515.1)
EI • 18I OAK a" PIN I / I /�/� \ / / ` ` ®\ \%WW / CALC. SEEORET9094S�C ES J I \
IIRE TH \ • 15" OAK I �// \ / / I EX. DRAW I ♦ \ 6/C9.00 O' o CONCRETE WASH
52 /�/ ♦ \ TYP. I M 12"C P CW (SEE NCGOI DETAIL)
39� & H �\ �� • �° GUM x 1 �� / i /� �, �\ DA=�.3AC A V /
2 41 \ I I �\ ( // / / - \ ♦ \ / / I I II 1 J I MANHOLE/CATCH BASIN PROTECTION
U) HARDWARE NR • I I g" OAK I 1 I \\ \ `` / / / \ ``/ / \ \\� \ 1st ROW OF SILT FENCE 1 I I PROTECTION (STD #512R)VEL INLET
F M 10" TREE I I _ O
• �" A \ BASI S1 v TO BE REPLACED WITH I o (euR ED) 73
• e" CE \ (` - = ♦ \\__ RIPRAP BERM PER TOWN o z
I 6" GUM I I II I I / J \ \ \ \\ j / / DA=3.73Y�C / OF HUNTERVILLE DETAIL /� \ I CATCH BASIN INLET PROTECTION
I I I A\ \ - !� \ 504.1 / m of
x INSTALL b 2" EC WATTLES, �I �� I - `EC BASIN 1 INSAL SKIMMER I I I r (STD #519.1)
• 6" TREE 61 OAK I a" OAK 1 I SEE DETAIL 9/C9.02 =` j DRAINAGE AREA s� I �\ BASIN. (STD\ #502.1) INSTALL 12" E) VATTLES, I I I l r
I I(SEE CHARI�EOR�PRCtidC� i - �� TYP. J J SEE DETAIL 9/C9.02 I Cn JAMES WILLIAM JR BROWN
• 6" �REE 12 "GUM 0 12\' 0 1 TYP.
\ /� = - J I2 \ \ _ \ j {SEE CART FOR SPACING) 1 AND JOHN SAMUEL PUTNAM STONE INLET PROTECTION
I /� TYP. / DB. 1 1 061 , PG. 862
m LOT 2 (STD #511.1)
MB. 323, PG. 585 1)
I I ��-, PIN: 019-073-15
= < ZONI G: HC SILT FENCE OUTLET
/• 6" TREE/ I I ' v go_ - � o - USE: COMMERCIAL (CLDS #509.1)
• 6' R \ - ��� - I
1 8" TREE � I I � \ � � �
PH SE Tg,E1PED L�MITS 1 j • I I v M
TYP. \ �� / / I / 3 . 0'(M c M
I _ --- 1
/ • 6�M , I 1 �� \ , , _1 _ _ \ - - �\ �, c /r \ NV: 95.00 O Table 6.32a Maximum Drainage Pipe Diameter
I / • INSTALL TEMPORARY _ / INSTALL TEMPORARY \ Size of Slope Drain Area per Pipe (acres (inches)
` �
DIVERSION DITCH 2�1 BASIN S2 SWALE DRAINAGE =� DIVERSION DITCW2:1 0.50 12
SIDES -AT 1.0 . SEE INV: 95.00 0.75 15
AREA \ �
/ I x SIDES AT 1.0%. SEE \ DA=2.2AC 9
DETAIL 9/C9.00 \ TYP. DbTXIL = / �/9.00 TYP. D 1.00 18
T EE PRq TECTION � I I TYP. \ 1
FEN E, I I I I ` ` - - �� I �o \ I I N - >1.00* as designed
/ • 12" GU
\ I Inlet design becomes more complex
beyond this size.
o I A I Ditch Spacing For 121nch Silt Sock/Watttle
II
q
� I � SW LE 2
Qt 24" CHUM I
I
I I DA-1.2AC
1
AV
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TERRY E. AND
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REBECCA A. DEWES
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PG. 98
DPIN25
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• 5" GUM
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6,310 SQ
I
INV:7 6.00
19-073-06
Channel Slope (%)
Spacing Between Silt
Socks/Wattles (Feet)
1
100
2
50
3
33
4
25
5
20
♦ v R 0.1449/ACR
ZONING: NC NCDEQ Effective Date 1 1 /12/2020
6" TREE„ Il. 8 THE X 1 1 `\ � \ - _ ` \ / / I c USE: COMMERCIAL
• 8 TR(E I / _ - _ _ - - - - - _ SWALE DRAINAGE
/ ♦ \ ° AREA �,/ / o A HALT
I an _
' 8• �E�REE121`GUM � � I � ' TYP.
• 1 �' SWEET GUM 1 ftw\ ° ° ° / I I NV:795.80
• 15" oA an
OVERFLOW WEIR = 788.00
INSTALL CONSTRUCTION
CED \ I j 12'J ASH • 12" GUM 1 // = ENTRANCE (STD #514.1) \ _ ...
Y I 4q
X ...
/ ` = SWALE 1 I I I ° 4: a...:.a e'.d
8" TREE / I / I DA=O. VAC I <:
I ° " GUM / 1.1 C�FFSITE CI \ ' ° '.:....� .
--PROM EX. 18" a: ' :.
....,`��i 1111111111�11r o \ JRT PROPERTIE LLC °.° .
(� INGRESS & EGRESS EASEMENT pl ° 4
P DB. 3261 1 , P 271
- _ _ _ _ DB. $383, PG. 139 �' I ZONING: C q. -� 4" DIA. SKIMMER
\ PIN: 019-073-02
i ALL OTHER ORIFICES
T- 2 4" s Y c . - -- -- -- A I WILL B E B L 0 C K E D
6" ELM r - USE: INDU RIAL °` °' COUPLER
L _ - J� �� _ �-8- -I- DURING THE EROSION a : .. _
_ _ CONTROL PHASE. ..o TO BE PLUGGED
0 2\ - _WOODED 18" SYC . / / 20' INGRESS & EGRESS EASEMENT - - o -1 I •r. • INV. 786.00
) a' cuM M 0 30' INGRESS & EGRESS EASEMENT _ - _ ° �, �� - - _ o - _ -
�1= a
N �90� Q DB. 3538E P� �3T - - ��b1 H H H e ` ■� . •T��1 - - - o
° a. °
3 \ RAVE : ° .Q .. ca PHASE
C5 r���y - - - z�Tfi N �°: .:' AT FINAL EC
' T _ > GRAVE \ GAS GAS GAS G"AS 785.00 • ♦
S. \ GAS AS GAS G� - - - - - - - - - - - - �- _ - - - - - - - - - - - - - - ° •° °.. /
a _ _ GAS �G S� S' GAS GAS -�- - - - - - - - - � - / 'G � - a
N -�---- h'}!5'F /\
- �� _ - - __ c GAS 1 ��
_
o eAS I N - - - - - - - - - _ 1 / _ _ - - - - - - - / DB. 3538, PG. 537 - / Q ' 794.61 v
m Y ° °
\ iKrrt Sao 1 G / - ) `,f O '
DRAINAGEARFAS/REQ'D STORAGE ) / / / . - - - - - - - - -�� ♦ 24" RCP W//�
\ OE / OE OE OE _ -> �� OE= E OE OE OE OE OE OII OE 0 0 OE of =-RINGS JOINTS ;
Total drain area TDA 2.2 ac - 5' �' ANTI -SEEP
o Disturbed area(PA) 2.2 ac Opp ePR� 10' ELECTRIC POWER LINE EASEMENT COLLARS.
o Re uired segment stora 1800xTDA 3960 cf w DB. 21165, PG. 288 Z e DRAINAGE AREAS/REQ D STORAGE INV=781.00 _
BASIN CONFIGURATION Total drainage area TDA 3.7 ac / /\ ° a : /z
Disturbed area DA 2.1 ac 781.0
Bottom elevation 785 msl Required sediment stora a 1800xTDA 3780 cf .-a \
Segment Storage Elevation 788 msl I BASIN CONFIGURATION
'= Riser Elevation 788 ms/ / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES Bottom elevation 786 msl
Emergency Spillway 788 msl O ND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO \ CONCRETE ANCHOR
c sTRucTION. / Segment Storage Elevation 788 msl FOOTING
> Hi Water Elevation 788.5 msl / NEAL MON, LLC / (3600 PSI) WITH
m O ® 2. CON ACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, DB. 31162, PG. 997 / Spillway Crest 789 mS/ / 10X10X6/6 WWM
TO of Embankment 789 msl PORTION OF TRACT G ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. A P�/ TO of Berm 790.5 msl
o I BASIN EFFICIENCY I / Q M B. 5, PG. 396 BASIN EFFICIENCY 6
3. ALL PAVE ENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED PIN: 017-072-05 /
10 Sediment storage provided.- 30805 OKAY � ACCORDING 0 STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF / ZONING: NR Segment storage provided: 17957 OKAY
Sediment stora a required. 3960 cf Kdow what's below. TRANSPORTA ION AND CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIO USE: SINGLE FAM RISER DETAIL (FRONT VIEW)
g q Segment storage required. 3780 cf
x NOT TO SCALE
o Surface Area Provided 13026 OKAY / 4. SHORING WILL B ACCORDING TO OSHA TRENCHING STANDARDS T 192& /
Cal before you you dig�In. P, OR\AS AMENDEDP, OR\AS AMENDED. Surface Area Provided 9785 OKAY
S.A. Required 435cft*Q10 ** 2925 sf �/\ S.A. Required (325cft*Q10) 5200 sf
DESIGN
RESOURCE
G k U U
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
704.343.0608
www.drgrp.com
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CONSTRUCTION
DOCUMENTS
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EROSION
CONTROL
PHASE 1
15 0 15 30 N
SCALE: 1 "=30' f)
PROJECT #: 887-001
DRAWN BY: KK
CHECKED BY: MM
JULY 14, 2021
REVISIONS:
C3.00
Copyright © 2021 Design Resource Group, PA This plan or drawing and any accompanying documents or caicuiations are the property or Design Resource Group, FA; ano are intenaea solely for the use of the recipient noted. No third party use or modification is permitted without written authorization