20190732 Ver 1_Site Development Plan_11x17_20190531

UTILITY AND GOVERNING AGENCIES
CONTACT LIST:
WATER COMPANY
CHARLOTTE WATER
600 EAST 4TH STREET
CHARLOTTE, NC 28202
[phone]
-
SANITARY SEWER COMPANY
ENGINEER:
CHARLOTTE WATER
SURVEYOR:
600 EAST 4TH STREET
aCHARLOTTE,
NC 28202
_
t
[phone]
200 SOUTH TRYON STREET, SUITE 200
FIRE MARSHAL
=
CHARLOTTE FIRE DEPARTMENT
=
500 DALTON AVENUE
'
CHARLOTTE, NC 28206
d= Klc„I u.�ul.alo-
[phone]
i
I E
e
CONTACT: JOHN HOLCOMB, P.E.
EROSION CONTROL
u S
CITY OF CHARLOTTE
100
GINA HODGES
i °
600 EAST 4TH STREET
284820
CHARLOTTE, NC 28202
Development
[phone]
0
POWER COMPANY
E
DUKE ENERGY
g a
526 SOUTH CHURCH STREET
'o
CHARLOTTE, NC 28202
= a
[phone]
CABLE COMPANY
SPECTRUM
- [phone]
4 �
SITE DEVELOPMENT PLANS FOR
THE EXCHANGE
2710 CHICK GODLEY ROAD
CHARLOTTE, NORTH CAROLINA, 28206
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
7605 DISTRICT DRIVE
CHARLOTTE, NORTH CAROLINA 28213
[phone]
DEPARTMENT OF TRANSPORTATION
CHARLOTTE DEPARTMENT OF TRANSPORTATION
600 EAST 4TH STREET
CHARLOTTE, NC 28202
[phone]
PLANNING DEPARTMENT
CITY OF CHARLOTTE
600 EAST 4TH STREET
CHARLOTTE, NC 28202
[phone]
ZONING DEPARTMENT
CITY OF CHARLOTTE
600 EAST 4TH STREET
CHARLOTTE, NC 28202
[phone]
GAS COMPANY
PIEDMONT NATURAL GAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
[phone]
t �'
o� nnurljjiT v R A,I�FnEN REA,z-
ENGINEER:
ARCHITECT:
SURVEYOR:
BRAND PROPERTIES
KIMLEY-HORN AND ASSOCIATES, INC.
STUDIO ARCHITECTS
AG. ZOUTEWELLE SURVEYORS
uATF Eli' L" w IF, i IF
200 SOUTH TRYON STREET, SUITE 200
1000 MARIETTA STREET NW, SUITE 244
1418 EAST 5TH STREET
ATLANTA, GEORGIA, 30326
CHARLOTTE, NORTH CAROLINA 28202
ATLANTA, GA30318
.
[phone] TEL
d= Klc„I u.�ul.alo-
[phone] TEL
(704) 3725444 TEL
e
CONTACT: JOHN HOLCOMB, P.E.
�� `Y lJl
� seaaq�✓*'-e _ usysme Nao°.alma-ort a,�E-- -
Proposed % BUA
100
Density (High / Low)
High
Total Post -Project BUA for slte:
284820
Development or Redevelopment?
Development
Natural Area Required (ac):
-d'd 1T, I/A-11/I FAM 01
THE PROJECT SITE DOES LIE WITHIN A FLOOD HAZARD AREA PER FIRM
PANEL 3710455500L AND 3710455400K DATED 09/02/2015 AND 02/19/2014.
N
W E
S
SITE LOCATION MAP
NOT TO SCALE
NOTES:
THE SITEWORK FOR THE CLIENT'S PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE REQUIREMENTS OUTLINED HEREIN
ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE
PERFORMED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTIONS OF SERVICES.
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE BEEN DISTORTED DURING THE
REPRODUCTION PROCESS.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS
INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE
ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE
WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
THE GENERAL CONTRACTOR SHALL PROVIDE KIMLEY-HORN WITH ANY AS -BUILT DRAWINGS REQUIRED BY THE ENTITY PER THE
ENTITY'S REQUIREMENTS, A MINIMUM OF 4 WEEKS PRIOR TO OBTAINING THE CERTIFICATE OF OCCUPANCY.
PROJECT OWNER AND CONSULTANT INFORMATION
OWNER:
ENGINEER:
ARCHITECT:
SURVEYOR:
BRAND PROPERTIES
KIMLEY-HORN AND ASSOCIATES, INC.
STUDIO ARCHITECTS
AG. ZOUTEWELLE SURVEYORS
3328 PEACHTREE ROAD N.E., STE 100
200 SOUTH TRYON STREET, SUITE 200
1000 MARIETTA STREET NW, SUITE 244
1418 EAST 5TH STREET
ATLANTA, GEORGIA, 30326
CHARLOTTE, NORTH CAROLINA 28202
ATLANTA, GA30318
CHARLOTTE, NORTH CAROLINA, 28204
[phone] TEL
[phone] TEL
[phone] TEL
(704) 3725444 TEL
CONTACT: MICHAEL ADAMS
CONTACT: JOHN HOLCOMB, P.E.
CONTACT: JAMES ANDERSON, RA
CONTACT: ANDY ZOUTEWELLE, RLS
PCSO SUMMARY
Original Parcel ID Number(-):
Sheet
Number
Development Type:
MultLFamily
Subjecllo PCSO?YM
Y
If NO, why?
- Click for Dropdown --
Watershed:
Central Catawba
Disturbed Area (ac):
10.43
Site Area (ac):
C2-1
Total on-site Drainage Area (ac):
9.62
EAsting Built -upon -area (SF):
0
EAsting BUA to be removed (SF):
0
Emsting BUAto remain (SF):
0
Proposed New BUA (SF):
284820
Proposed % BUA
100
Density (High / Low)
High
Total Post -Project BUA for slte:
284820
Development or Redevelopment?
Development
Natural Area Required (ac):
0
Natural Area provided, total (ac):
0
Undisturbed Treed Natural Area Preserved (ac):
4.2
Total stream buffer protected on-site (ac):
0.87
Transit Station Area? Y/N
Y
Distressed Business District' YIN
Y
Mitgation Type (if applicable)
1 -YR VOL / 10 -YR Peak
Natural Area mitioation? Y/N
Y
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PREPARED BYle:
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Sheet List Table
Sheet
Number
Sheet Title
CO -1
COVER SHEET
CO -2
GENERAL NOTES
CO -3
GENERAL NOTES
C1-1
EXISTING CONDITIONS
C1-2
DEMOLITION PLAN
C2-1
EROSION CONTROL PHASE 1
C2-2
EROSION CONTROL PHASE 2
C2-3
EROSION CONTROL PHASE 3
C3-1
SITE PLAN
C3-2
ROADWAY PROFILES
C3-3
TYPICAL SECTIONS
C3-4
SIGHT DISTANCE PLAN AND PROFILE
C3-5
SITE DISTANCE PLAN AND PROFILE
C3-6
FIRE TRUCK TURN
C4-1
GRADING AND DRAINAGE PLAN
C4-2
SAND FILTER DETAIL SHEET
C4-3
STORM NETWORK PROFILES
C4-4
STORM NETWORK PROFILES
C10-1
SITE DETAILS
C10-2
SITE DETAILS
C11-1
EROSION CONTROL DETAILS
C11-2
EROSION CONTROL DETAILS
C11-3
EROSION CONTROL DETAILS
C12-1
STORM DETAILS
C12-2
STORM DETAILS
C12-3
STORM DETAILS
C12-4
STORM DETAILS
L7.0
LANDSCAPE NOTES
L7.1
LANDSCAPE NOTES
L7.2
LANDSCAPE NOTES
L8.0
LANDSCAPE PLAN
L8.1
LANDSCAPE PLAN
L8.2
LANDSCAPE PLAN
L8.3
LANDSCAPE PLAN
L8.4
LANDSCAPE PLAN
L8.5
LANDSCAPE PLAN
L9.0
PLANTING DETAILS
L9.1
PLANTING DETAILS
L9.2
PLANTING DETAILS
L10.0
TREE PROTECTION PLAN
L10.1
TREE PROTECTION NOTES AND DETAILS
8-
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below.
0811 before you dig.
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COPYRIGHT 0 W19
KIMI -NdiN AND ASSOCNIES, INC.
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REVISIONS PAGES
REV. DATE
DATE
05/02/2019
FILE NUMBER TOTAL SHEETS
019765006
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KIMI -NdiN AND ASSOCNIES, INC.
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WATER AND SEWER NOTES
UTILITY NOTES
DRAINAGE STRUCTURES - (continued)
DRAINAGE STRUCTURES
PAVING, GRADING AND DRAINAGE NOTESGENERAL CONSTRUCTION NOTES
DEMOLITION NOTES
EROSION CONTROL NOTES
GROUND STABILIZATION
GROUND STABILIZATION (continued)
SEEDING SCHEDULE AND SEEDBED PREPARATION
MAINTENANCE - EROSION CONTROL
TREE PROTECTION NOTESCITY OF CHARLOTTE STANDARD NOTES
CHARLOTTE DEPARTMENT OF TRANSPORTATION NOTES
DEMOLITION PLAN NOTES
Rim 682.57 /•}. \ .� \\ (I �\ S
I.E. in 666.3' i' ��s�'/ 0'! / `\ 1 IIS+
I.E. out 666.2'�J\I1)JlU 11j ��•
�; 1) llllllll I GENERAL NOTES
CAUTION •.. '' P°q _✓ II.II..I p f na \\\\ / - i
THERE MAY BE UTILRIES OTHER THAN THOSE SHOWN. �' /�'//'•�;� \ 892.2' \� 1.) Source of title for this property is recorded in Deed Book 30175 Page 488.
THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UTILITIES See also t recorded in Ma Book 3 Pa 89 and Ma Book 332
NOT SHOWN HEREON. IT IS THE CONTRACTOR'S ,,,�//'' PJ �� at /\�\ I \ l� Pas P Page P Page
RESPONSIBILITY TO VERIFY THEIR LOCATIONS. IRF Gy F67 g� " \`^�°� /// �'�r-'SC- e 50•-� / \ y. 219, and Street°Closing recorded in Resolution Book 41 Page 817.
0 o V �' / �� X ,(�\ r�l,� Tax parcel I.D. numbers are 08303115 and 08302101.
CALL BEFORE YOU DIG od� 'I Ox'•S // lmµ 0Y'µ, \ 2.) This survey is based on Chicago Title Insurance Company commitment Number
1-800-632-4949 ,'\\ V i' pt ° / eJtt°1 I V QJb \ 18-08186CH bearing on effective date of May 11, 2018. See the following
�( (� ltd Schedule B -II exceptions:
'9�C`�c i' /' oo Q .t0 i I ld� \ / urveY-re a e
eP'\ _ , 5H\SIJ ({,�ob\o I✓RF -� s@ Any right, easement, setback, interest, claim, encroachment, ecnumbrance,
°o/' \j ,^ V violation, variations. or other adverse c cumetance affecting the Title
\3�C•h \j�/4\sy Y,.e i fox,4„/� \\ ' Boundary line follows �.� �__-- disclosed by plot recorded in Map Book 3 Page 89 (As to Tract One).
QC HOLDING, LLC j µc %,/ centerline f
railroad _ (40' Right-of-way of North College Street, now known as Chick Godley
'(7. \�" '> per D.B. 19500-233 Road, and railroad corridor, both as shown hereon).
D.B. 28760 Pg. 122 Y 'na H J�677 / ey + I
mom\ P Tax I.D. 08303135 ' / ^` V� p�° lop or rail © Easement to the City of Charlotte recorded in Deed Book 2966 Page 09
A, \ / %�'�'^m ^) °4(`�3 I h - 693.3' j ��� (As to Tract One). (Drainage Easement is shown hereon).
D Right of Way Agreement to the City0f Charlotte recorded in Deed Book
2207 Page 133 (As to Tract One). (25' sanitary sewer easement is
�\ 4' \` \�\ i / c / a°°ryd��rya / ^�\ _ shown hereon).
a \� o�,. \ / / / p%- 'z0f-6�7i// Sixty-eight (68) foot right f way to Duke Power Company recorded in
�a\\ y\o; I 1 / ((.I 11 Deed Book 961 Page 395 (As to Tract One). (Unable to determine if this
11 0/ win
�-6]]- L1�1111
4s°s0F\\\\\ v o / // ooj r q� J I \ affects the subject property due to insufficient description).
llllllll J� I �1\ \��� \\ ���sy of t° r ° " r'�� / I/�wl 90 Right of Way Agreement to Duke Power Company recorded in Deed Book
yl 1 \ \ \11' G r1. r.�', / \ \�__ ��-r - //// // / 2695 Page 123 (As to Tract Two). (66 -toot wide easement for electrical
Bolt Family, LLC / da9 N\� / jn 9+ ,5 / /- ,�/ / lq° +� \-" 6 / ^ /r / i/ // transmission lines. Affects subject rt and is shown hereon
v a�PJ ° q IJ11I ;ll\V ilii A. �16 �' y ° \ '_---- l su )ea property ).
D.B. 31957 Pg. 878 u �°t ml �J%pt a _ ``\`n�. �.r. a• e G� y /.: 6 `%' ` ,l\• \ \ \\ J ter,
Tax I.D. 08302203 ? % 6>R \�\ ��/ / 1� T / \ -sa0-� ----_ / // / 10 Exchange Plant Permit to Southern Bell Telephone and Telegraph Company
,/ q� Jam/ / // recorded in Deed Book 950 Pa 476 As to Tract Two A to
„� \\ l 0 00°' 6 y8 / / \\\ = / // O 9e (Appeal s
l \ ` ` ••`\ / / affect the sub's.( rt but is not shown because it i I, o
o \ �_ �69� `\` �z--=_' _ / // / 1 property s genera r
_-�/ sop blanket in nature).
`�J \ `` l / eas.oy;
�O !.r��z - Rights of way for railroad recorded in Deed Book 257 Page 83 (As to
/ c�m�n �°a ne -- _ = Ga/ 1 3/ ) ( 9 way ie ).
_ Tract Two 100 -foot wide railroad right of shown hereon
y \\. / /30 /'' / y-�I �\ Not noted in the title commitment:
C)1' / l a mm�� >/ iy- -_ _- ;- 1l \ - 68' Transmission L,ne right-of-way la Duke Power Company reco dad
T.B.M. pyel �- rd �; Pte\ i )1)i /� \ /�� -`-'/��--- I)\1ee, LLC in Deed Book 2935 Page 469. (As shown hereon across Tract 1).
Can-. Mon. found aa,gnbo�q Oreo �fy� ) > 1 h \ )r 11 r °' / 3 gr.)' � / / / ' / ��;,!__ _ -- / I)Y L% a/ q 9. \ greemen r Page / ' ,'/ %,� I '✓✓/// D.B. 19376 P 531 - Creek Maintenance A t recorded in Deed Book 7576 Pa 885.
Elev. 898.12' rµm9 < ) ( gn °�*° v b r
N - 550,173.99' P° o 1114 ) / / ////// ib� I I f n / b1 r / / / / / ,/' % ' �"/ /' ---1 �r / // ` Tax I.D. 08303114 /\ (As noted hereon across Tract 1; see location of creek).
E = 1,458,229.12' i�7 I �' G'// / ��p IRF \q' ' �� / %"% �% /�` F / y h \ - 25' sander s wer eas enl to the Cit of Charlotte recorded in Deed
,a^ q / ///��ip / / // i /'/,/i / / ills Com0it4wCnt fact 2 \ I\( f r' A / 'f / \ Book 220]Y Page 131. a (affects Tracf 2, as shown hereon).
.2V\ / / '
grid -ordinate, �o j ) 00 4 / d` /////�/ A / of i Q �\ SSMH / 6 /' / / ��r%" �� // // /� J \\��J�\��\ 1 �'�of
Rim 682.83' / % a. 3.) Total area of the subject property is 14.4310 acres, as computed by coordinates.
LE. in 665.0' _ b /i' /-J i//
�q .�' j ., ,�/// ,�8^ n \
I.E. out 6649' / / / / / �_ f� / // / /-� / / r i / v/ 4.) The ping f this property is TOD-M(CD) per City of Charlotte re ring petition
/ // __�� r / / / __� \81/// )// dqk ry ) ���building zoning z pan.
/ b / 99 V)/I / / ®/ No. 20d TOD . No nssetbacks ars noted on the a site I 0' Standard TOD-M building setbacks a as follows:
/6 00,
ll li 11 /
� /. � Min. setback - 24' from bock of curb lib tin future. wnI-never I ter
texts g s greater)
on yo there ghfores: 16 from back of curb (existing or future, whichever is
rx/r / �! l i/i // /
aboard / / // R'/ / a/f.i '+� /' / 7°r' t Jron°uiluother steers.
\ 5 86p8'2]" Min. side and r r yards - an required, except if a side or hear yard is
o-_}_____b�, /�r nFi• / \ / Ill �r ���/./i �/ X703 )i/i'/ Y lir, �_ provided. the menimum widtn nsholl be 5'.
IPF gyp,, / l
�-,�'/N� Per an E-mail from Shad Spencer, City of Charlotte Zonings Administrator,
/ r �o // //// ) Po \\\ 1 .u'i�/,� //� ///'/ / // ^� / d dated June 22, 2016, this property buts a rapid transit corridor located
y,( /X /l\ \ `� �/Y' J° ° within o fret ht rail corridor. The 36th Street Transit Station Area Plan
1\00�__ g
p ,a /%6� / 6 % 6 1� /° \ pq I / \ U / U /do does not specify o or yard setback for this property and herefore he
d \°� '68?:�is� , I ° X i air 40 6 / / ( G� 41 v _� \ a ////yq pct e
\1,\ ra •� \ `�_'-�j �J Pi j / Fj// rd° ¢ / / / ' yy\ ycY�rr _____>p4__� r //'/p r///� erOn i required rear yard is a minim m of 35' from the centerline of the rapid
/ ao transit corridor, or the width of the right-of-way, including the freight rail
0 �\ \- / - �� / ,/"'�"r �!QrJq.° / B / n or, hichever greoter. The rapid transit corridor on the opposite
Rim 656.08'() °i \ \9 �y / '$ �v/i4 / .(' /`-- // OG yry'' // side of the freight line sa the 35 mea eat from centerline will have
.3'l ^ A rO _ K SSS impact
o prop. a Therefore, n ar yard require
m 890.8'(6)) vGrvtd `�i' ( S / \ ( // so provi
f chis rtn o m d is d. If o
'/ I / ded it hall be a in mum of 5.
LE. out 888.2'°�° /ir//C 1 I \ r / / i��==� Df r L��__va5- I / I /
6q % y/ I I i ) / / /i/moi,% C` p \/j / /// / IHeight: Bose height shall be 140'. Maximum height shall be 120'
a ( //�� /-�j' +` `\ / I . e / e°j / / This subj.cl to additional devela t is the a-�a
'7` < 'ow°M°- site plan a a the City of Charlotte zoning pamance requirements per rlrq
1 C4' \\\ �\ / I /(/� /� ///' �r�/( �� 1 \ °+ / I @ ess.°i/ This su a do's
not reflect a o or Davelo t of this property and
°+I 1 \\\µfp\ \\7'� (// / / 'S.i °// > /.�"off- 6// t/� III ��)A\ �1/ (O \// y' y, yy°O ry y zoning analysis. pmen props y
\ \ \\ I II Y/ i%/y �y �,F // 1�/O'�V/\NII� \J/Pg\ 'wo \ j �// / °pa NOo setback configuration is subject to the approval of the City of Charlotte.
% // \�\\\\\ I I © �r P / �°3'` J v / /' %/� / \�I \ . 7` etoK / 5.) A portion of this property is located within o designated flood hazard area
\I d/^
/�,, '/a "//6/qc' / / //o��/// I / / o� ^I� \ / (/� dT°t / / per graphic scaling from Flood Insurance Rale Vol, Community Panel numbers
„\: ;\\, ;moi '1Srr G°ly .`'fio =/ 3\ �p� / I _ In - an 50 rated m .
6,Ig Iv� $, ,$/ /(((((/ �a 11 ti '%� \ l'fo >('S v. °� 3710455400E d 3710495 OL d t d sept. ber z, 2015
u�,: (� ^rs.toe,6 I "v q 6 Z°'A I I I ( 1 I 1 I A A") Utilities shown are based the following:1 bserved surface indications.
\q h \\ 1 L rl l % J ISI/ 9'a' h I \/ 11\ 1 \ \� / / (r/ / l 5� 4i%n QA. \1A 2) Charlotte Water customer service ps. and 3) markings provided bythe
/ •ti •may m� 11°o6 3 NC ONE -CALL utility locating center. There a be additional utilities t shown.
\ �` ` �(�rt) JI y/i/i6,T''� y's� s'so r g m r
o%.p (� I / \�p\p\ \ �\\ / //� y@ J 9 / / \ / �)� I ( /� ` / / �\ /�� �\ IRF/j j/j e`0° 1 O Contact the NC ONE -CALL Ut letX Local ng Center at IJ -800-632-4949
- 0 \0 before any design, tl gg'ng or caval on 's begun. Al underground utilities
__ o:(o'F should be designated before be n des xc
/ aro 7�a5 s \ C /,3� / P/ \ / -698 rbeginning f n y design, a avas si or grading.
3 of I.E �ut >o q i d / S / q ) J 1 \ �(I y// ' / \ \ / °'° No water lines or fire hydrant were found adjacent to this site zero.
/ / / 7. The total number of sir d kin n this rt
/ ^W /c. �\ IRF / ) Pe parking spates o property 's
K K:%/ 111 \ \ $ S/ ^ i / \f ' 8. The Surface Water Im t and Management SWIM and Post -Construction
� M1 � 9 \ � 3j,4/� / ) provemen gemen (SWIM) /r%/ x,69 )�A ll\ Controls Ortlinonce (PCCO) water quality buffer widths shown hereon were taken
/q,>'/ \ from Meckasured lenburg County GIS and are nrfrom top of creek bank. Ind'vdual
IRF ',6 / / ones wthin the buffers are not shown. eDesgner shall consult the SWIM and PCCO
Titl � mitment Tract 1 \�� �� -_ I // �� / ordinances to determine development constraints within the buffers. See inset sketch.
R �'�'' Possible overlap area: description 9.) The property atltlresses, per Mecklenburg County GIS, are X2710 Chick Godley
0�� \ �\� % in Consent Judgment recorded in Road antl X255 Matheson Avenue.
�'1 _ v / D.B. 31296 Pg. 577 overlaps the 10.) There is observable evidence of this site being sump,
a s solid waste dump, but
/701' ) ' description m the Noda Exchange, no observable evidence of it being used a o onitary landfill.
LLC deed (D. B. 30175 Page 488). This site apparently has a significant mount of old construction demolition debris
An attorney should be co suited apparen y slgniican a
Y and fill.
i I 1/ / titin 678.92 i/ ,,c�,;�eL to resolve this is no r r
�J� // /'' \�\ � /' / 11.) Thyro Is observed evidence of any recent street o sidewalk imoprovildirg o
�� Z / •y�� / I �/"lj/tel// �j 111 I.E out 664.1' _ a. any evidence of any recent earth moving work, building construction building additions.
\\N/� 12.) A wetlands delineator should be consulted to verify the existence of any wetlands.
L E G E N D °�u�Gda 1� \\wp\ \ �p O, /M//)/% /Irl /� � g'66 �'J �o`�a4 ,,r'Q ,a, t`O\ 13. Matheson Avenue is a Class III Ma' Thorou hfare the CRTPO thoroughfare
an. chord o9 Y o° ) 1°f 9 per 9
L,R curve length & radius \ P �\ ��� /�/r/ (\\\\I\\�\t\ 6•��,Y/iF j/� 1� �a\t / map. No controlled access nolatlons were identified on the N.C. D.O.T. plans
.f. quare feet (by and notes) °y5p4 1 \ III I \\\\I\\�J y� pg �� e A� for Matheson Avenue. M unrecorded survey by Geoscience Group. Inc. dated
IRF/S 1/2" rebor found/set .� '� n \\\\ �\ I \l\.\ \vim( 4' Y '- 96 q / November 8, 2004, indicate. that Matheson Avenue is a controlled access right
-rete\\�Q /\\tt\/ 6 6 `� of
CMF concrete mo m.nt found / .� \p�pµµQ�� \\\�\c, l( J \ \\\\\ �-762" J �x way.
MB, DB record mapanddeed referencesV\\d\w\� �1\ \\ ���J �' / �V / 1 ) h purpose of this su y s for site design.
light Pole
O utility pale �p\�\\\\�\\\\ \\\\ \ _692 \ ��_�--="z : OY
IV gas aloe\aw p\\�\ �\���_r yc`c'6j �1'.lga9 qa�o °t / e
E �µpW -\
F guy anchor \ / ¢f° 1 4�pµ�\�µµ\�\�� `\\\ \\�aQ/iFi rho �E .(� GPS METADATA NOTE
® catch basin rer QMH \\\\\\\ \ �\ /' y°i �v ddo\y'�ry e�\0a�� Revised 12-06-18: Add sanitary ewer Inverts.
\ \pp� v \ -�/ ? ( / '01 •` (° o ° °to t°0 Sao 1 Class of Survey: "AA" (horizontal); "C" (Vertical) ry s
® water meter 4° e 1 \\\\� () Y ( ) (ve ) Revised 02-11-19: Add additional topographic information
13 W gater valve a ¢°' /`> \�\Q\\\��\\\��\\'� \\\z `\J% t y�'° O�t00 co,
�toaa (2) Positional Accuracy: Horizontal; 0.12 feet, Vertical; 0.10 feet within unopened rights-of-way of Chick Godley Rd. and
\ P .,/'v �j p° od`°t �'t<`°'o / (3) Type of GPS field procedure: RTK Network (VRS) E. 31st Street only. No other investigations, including
fine hydrant / \ 3 h x]21- \��\+"�` `�.,'1 'r A 5 Y /o \ G 'o° a 4`l�a deed res arch or a complete boundary survey, w
Q° y / a\ \1\ _4� 0ya, O \4.Q° Q. o z d Z\`ot (4) Date f survey: Jury 9. 2016 were
a son. sewer cleanout 0 ry°j / @\\\1\\\\� ° aG� J e• f° (5) Datum E h: NAD -83 2011 E h:2010.0000 made at sthis time. COPYRIGHT 2019
� /ti vi L°0 a, d`C10�Scry/ (6) Public ed/Fixed-control(usetl'NCGS RTK (CORS) Network TOPOGRAPHIC SURVEY
d«maaue tree ;r�1'r
7"I- coniferous tree ° o / ^roc' \\p�01\\N\11 I a -
Q els-tri. manhole Q Grate 722.43' Z \\������ 1117111111 r l G?P oma'\c°° �s°bTa.,, �11,d' / (7) Geoid Model: GE OD 12A
\\ III t. ° Qo LINE TABLEProperty at Chick Godly
I.E. in 7t8J' v c ,1»�1i VIII /' a o�otO Q t • �o NUMBER DIRECTION DISTANCE (8) Units: U.S.UsSurvey Foot P Y Y
T.B.M. temporary bench mark I.E. out 718.6' IRC O. Q t (9) Vertical datum: NAVD88
-HPTL- high x° >� ___ I�) F°\Oot Gc� L1 N 43'36'01" E 40.00• Road & Matheson Avenue
g power transmission line (CL) / _ qyH//(� dµcot .° \rel° / All distances shown hereon are horizontal ground distances.
-W- water line �R 3g5 qq/ /°e°""•4aia oe1 L2 N 36'33'54" E 44.78' Average combined grid factor 0.9998438996
-SS- -at., sewer line 112' ° o a L3 N 46'50113" E 45.25• CHARLOTTE, MECKLENBURG COUNTY, N.C.
-:l - ncerground electric / \ O,o`9°°x oiq, L4 N 51'22'08" E 111.98'
±.r.e line e`. for BRAND PROPERTIES, LLC
-UT- urd.rg. hall telecommunications line F L5 N 59'47'06" E 126.75'
-0E- overhead utilities .VN/ g% L6 N 56'38'22" E 192.55' Date of Survey: September 27, 2018
CMP Corrugated Metal Pipe \ a / aGP L7 N 59'47'09' E 137.70' CURVE TABLE
RCP reinforced concrete pipe / P 00 / LB N 56'28'48" E 144.31' NUMBER RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH 50 0 50 100 150
I.E, overt elevation
S 12'30 02 W
OD ISlarm Drain Manhole c L10 S 49'04'01" W 219.81' C2 9829.65 168.33 S 59'2308 W 168.32
Q San. Sewer Manhole \/ P \ / W743
07'12" 1W 20.44'
• .rete bollard C3 832.96 157.67 N 42'0815 E 157.44 Scale: 1" = 50'
07'12" W 20.43'
C.M. crape myrtle
4'46" W 70.73'® irng°tion e.ntrol valve 33'38" W34.99•A.G. ZOUTEWELLE
WMH water manhole 12'03" W51.00•SURVEYORSms high-pressure gas line marker 36'01" E20.00'Web Site: "agzOUreWele.COm" 1418 East FMh St. Chadotle, NG 28204SWIMr Surface WOrer Im t & Mona l 36.01" E 20.00' Phone: [phone] Fax: [phone]
provemen Management / E-mail: "Andyz®agzoutewelle.com" Flan U -sure Number C-1054
PCCO Post -Construction Controls Ordinance C1 -1
"z=\2ot50wG6\PETE\PNILEuoN-Cry
\
HERBY CERTIFY T0; Brand Properties, ULC:
NOT TO SCALE - FOR REFERENCE ONLY
that this s rvey is based upon my best knowledge, dfroinformation and belief;
\
that this mop was dra under my supe on from actual s rvey
/
o
made under my supervi n (deed description recorded in deed and
books aseyetl are indioated
nor,., trot the boundaries not
\
sap
dashed lines drawn from adjoining tleetl sou shown hereon;
sources
/
that the ratio of precision 1:
positional accuracySt
8
Upland
?
n rd, of P
that this map meets the requirements of The Standards of Practice
q
fin°
$
Zone
n
/
for Land Surveying in North Carolina (21 NCAC 56.1600).
This is to G.S. 47-30
mop not intended meet recording requirements.
Actual interval the
stream
`C0e°°t°t
�°
A
56MH
L \ / .
ground elevations are within 1/2 contour of contour
lines shown across 907 of the surveyed area.
ys°O'v
30'
45'
25' plus
SOF of
Rim 681.2]'
/'
the area of the FEMA
fringe beyond 100'
Z
D>
I.E. 0 688.8'
LE. out 666.7'
\� I
PRELIMINARY ELECTRONIC FILE.
ca'
/
i%
mea
FOR REVIEW PURPOSES ONLY.
100' SWIM
Buffer Detail
(not toscale)
..
ALLWIN, LLC
X,,
D.B. 8598 Pg. 822
Tax 08303133
\
v
I.D.
\\
O�
Andrew G. Zourewelle
r \y
1L1T�
q O
J 9 a
Professional Land Surveyor
NC License No. L-3098
- _
SSMH
J / //> / �I , \'sire/(/III°'
I '0\ i�
Rim 682.57 /•}. \ .� \\ (I �\ S
I.E. in 666.3' i' ��s�'/ 0'! / `\ 1 IIS+
I.E. out 666.2'�J\I1)JlU 11j ��•
�; 1) llllllll I GENERAL NOTES
CAUTION •.. '' P°q _✓ II.II..I p f na \\\\ / - i
THERE MAY BE UTILRIES OTHER THAN THOSE SHOWN. �' /�'//'•�;� \ 892.2' \� 1.) Source of title for this property is recorded in Deed Book 30175 Page 488.
THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UTILITIES See also t recorded in Ma Book 3 Pa 89 and Ma Book 332
NOT SHOWN HEREON. IT IS THE CONTRACTOR'S ,,,�//'' PJ �� at /\�\ I \ l� Pas P Page P Page
RESPONSIBILITY TO VERIFY THEIR LOCATIONS. IRF Gy F67 g� " \`^�°� /// �'�r-'SC- e 50•-� / \ y. 219, and Street°Closing recorded in Resolution Book 41 Page 817.
0 o V �' / �� X ,(�\ r�l,� Tax parcel I.D. numbers are 08303115 and 08302101.
CALL BEFORE YOU DIG od� 'I Ox'•S // lmµ 0Y'µ, \ 2.) This survey is based on Chicago Title Insurance Company commitment Number
1-800-632-4949 ,'\\ V i' pt ° / eJtt°1 I V QJb \ 18-08186CH bearing on effective date of May 11, 2018. See the following
�( (� ltd Schedule B -II exceptions:
'9�C`�c i' /' oo Q .t0 i I ld� \ / urveY-re a e
eP'\ _ , 5H\SIJ ({,�ob\o I✓RF -� s@ Any right, easement, setback, interest, claim, encroachment, ecnumbrance,
°o/' \j ,^ V violation, variations. or other adverse c cumetance affecting the Title
\3�C•h \j�/4\sy Y,.e i fox,4„/� \\ ' Boundary line follows �.� �__-- disclosed by plot recorded in Map Book 3 Page 89 (As to Tract One).
QC HOLDING, LLC j µc %,/ centerline f
railroad _ (40' Right-of-way of North College Street, now known as Chick Godley
'(7. \�" '> per D.B. 19500-233 Road, and railroad corridor, both as shown hereon).
D.B. 28760 Pg. 122 Y 'na H J�677 / ey + I
mom\ P Tax I.D. 08303135 ' / ^` V� p�° lop or rail © Easement to the City of Charlotte recorded in Deed Book 2966 Page 09
A, \ / %�'�'^m ^) °4(`�3 I h - 693.3' j ��� (As to Tract One). (Drainage Easement is shown hereon).
D Right of Way Agreement to the City0f Charlotte recorded in Deed Book
2207 Page 133 (As to Tract One). (25' sanitary sewer easement is
�\ 4' \` \�\ i / c / a°°ryd��rya / ^�\ _ shown hereon).
a \� o�,. \ / / / p%- 'z0f-6�7i// Sixty-eight (68) foot right f way to Duke Power Company recorded in
�a\\ y\o; I 1 / ((.I 11 Deed Book 961 Page 395 (As to Tract One). (Unable to determine if this
11 0/ win
�-6]]- L1�1111
4s°s0F\\\\\ v o / // ooj r q� J I \ affects the subject property due to insufficient description).
llllllll J� I �1\ \��� \\ ���sy of t° r ° " r'�� / I/�wl 90 Right of Way Agreement to Duke Power Company recorded in Deed Book
yl 1 \ \ \11' G r1. r.�', / \ \�__ ��-r - //// // / 2695 Page 123 (As to Tract Two). (66 -toot wide easement for electrical
Bolt Family, LLC / da9 N\� / jn 9+ ,5 / /- ,�/ / lq° +� \-" 6 / ^ /r / i/ // transmission lines. Affects subject rt and is shown hereon
v a�PJ ° q IJ11I ;ll\V ilii A. �16 �' y ° \ '_---- l su )ea property ).
D.B. 31957 Pg. 878 u �°t ml �J%pt a _ ``\`n�. �.r. a• e G� y /.: 6 `%' ` ,l\• \ \ \\ J ter,
Tax I.D. 08302203 ? % 6>R \�\ ��/ / 1� T / \ -sa0-� ----_ / // / 10 Exchange Plant Permit to Southern Bell Telephone and Telegraph Company
,/ q� Jam/ / // recorded in Deed Book 950 Pa 476 As to Tract Two A to
„� \\ l 0 00°' 6 y8 / / \\\ = / // O 9e (Appeal s
l \ ` ` ••`\ / / affect the sub's.( rt but is not shown because it i I, o
o \ �_ �69� `\` �z--=_' _ / // / 1 property s genera r
_-�/ sop blanket in nature).
`�J \ `` l / eas.oy;
�O !.r��z - Rights of way for railroad recorded in Deed Book 257 Page 83 (As to
/ c�m�n �°a ne -- _ = Ga/ 1 3/ ) ( 9 way ie ).
_ Tract Two 100 -foot wide railroad right of shown hereon
y \\. / /30 /'' / y-�I �\ Not noted in the title commitment:
C)1' / l a mm�� >/ iy- -_ _- ;- 1l \ - 68' Transmission L,ne right-of-way la Duke Power Company reco dad
T.B.M. pyel �- rd �; Pte\ i )1)i /� \ /�� -`-'/��--- I)\1ee, LLC in Deed Book 2935 Page 469. (As shown hereon across Tract 1).
Can-. Mon. found aa,gnbo�q Oreo �fy� ) > 1 h \ )r 11 r °' / 3 gr.)' � / / / ' / ��;,!__ _ -- / I)Y L% a/ q 9. \ greemen r Page / ' ,'/ %,� I '✓✓/// D.B. 19376 P 531 - Creek Maintenance A t recorded in Deed Book 7576 Pa 885.
Elev. 898.12' rµm9 < ) ( gn °�*° v b r
N - 550,173.99' P° o 1114 ) / / ////// ib� I I f n / b1 r / / / / / ,/' % ' �"/ /' ---1 �r / // ` Tax I.D. 08303114 /\ (As noted hereon across Tract 1; see location of creek).
E = 1,458,229.12' i�7 I �' G'// / ��p IRF \q' ' �� / %"% �% /�` F / y h \ - 25' sander s wer eas enl to the Cit of Charlotte recorded in Deed
,a^ q / ///��ip / / // i /'/,/i / / ills Com0it4wCnt fact 2 \ I\( f r' A / 'f / \ Book 220]Y Page 131. a (affects Tracf 2, as shown hereon).
.2V\ / / '
grid -ordinate, �o j ) 00 4 / d` /////�/ A / of i Q �\ SSMH / 6 /' / / ��r%" �� // // /� J \\��J�\��\ 1 �'�of
Rim 682.83' / % a. 3.) Total area of the subject property is 14.4310 acres, as computed by coordinates.
LE. in 665.0' _ b /i' /-J i//
�q .�' j ., ,�/// ,�8^ n \
I.E. out 6649' / / / / / �_ f� / // / /-� / / r i / v/ 4.) The ping f this property is TOD-M(CD) per City of Charlotte re ring petition
/ // __�� r / / / __� \81/// )// dqk ry ) ���building zoning z pan.
/ b / 99 V)/I / / ®/ No. 20d TOD . No nssetbacks ars noted on the a site I 0' Standard TOD-M building setbacks a as follows:
/6 00,
ll li 11 /
� /. � Min. setback - 24' from bock of curb lib tin future. wnI-never I ter
texts g s greater)
on yo there ghfores: 16 from back of curb (existing or future, whichever is
rx/r / �! l i/i // /
aboard / / // R'/ / a/f.i '+� /' / 7°r' t Jron°uiluother steers.
\ 5 86p8'2]" Min. side and r r yards - an required, except if a side or hear yard is
o-_}_____b�, /�r nFi• / \ / Ill �r ���/./i �/ X703 )i/i'/ Y lir, �_ provided. the menimum widtn nsholl be 5'.
IPF gyp,, / l
�-,�'/N� Per an E-mail from Shad Spencer, City of Charlotte Zonings Administrator,
/ r �o // //// ) Po \\\ 1 .u'i�/,� //� ///'/ / // ^� / d dated June 22, 2016, this property buts a rapid transit corridor located
y,( /X /l\ \ `� �/Y' J° ° within o fret ht rail corridor. The 36th Street Transit Station Area Plan
1\00�__ g
p ,a /%6� / 6 % 6 1� /° \ pq I / \ U / U /do does not specify o or yard setback for this property and herefore he
d \°� '68?:�is� , I ° X i air 40 6 / / ( G� 41 v _� \ a ////yq pct e
\1,\ ra •� \ `�_'-�j �J Pi j / Fj// rd° ¢ / / / ' yy\ ycY�rr _____>p4__� r //'/p r///� erOn i required rear yard is a minim m of 35' from the centerline of the rapid
/ ao transit corridor, or the width of the right-of-way, including the freight rail
0 �\ \- / - �� / ,/"'�"r �!QrJq.° / B / n or, hichever greoter. The rapid transit corridor on the opposite
Rim 656.08'() °i \ \9 �y / '$ �v/i4 / .(' /`-- // OG yry'' // side of the freight line sa the 35 mea eat from centerline will have
.3'l ^ A rO _ K SSS impact
o prop. a Therefore, n ar yard require
m 890.8'(6)) vGrvtd `�i' ( S / \ ( // so provi
f chis rtn o m d is d. If o
'/ I / ded it hall be a in mum of 5.
LE. out 888.2'°�° /ir//C 1 I \ r / / i��==� Df r L��__va5- I / I /
6q % y/ I I i ) / / /i/moi,% C` p \/j / /// / IHeight: Bose height shall be 140'. Maximum height shall be 120'
a ( //�� /-�j' +` `\ / I . e / e°j / / This subj.cl to additional devela t is the a-�a
'7` < 'ow°M°- site plan a a the City of Charlotte zoning pamance requirements per rlrq
1 C4' \\\ �\ / I /(/� /� ///' �r�/( �� 1 \ °+ / I @ ess.°i/ This su a do's
not reflect a o or Davelo t of this property and
°+I 1 \\\µfp\ \\7'� (// / / 'S.i °// > /.�"off- 6// t/� III ��)A\ �1/ (O \// y' y, yy°O ry y zoning analysis. pmen props y
\ \ \\ I II Y/ i%/y �y �,F // 1�/O'�V/\NII� \J/Pg\ 'wo \ j �// / °pa NOo setback configuration is subject to the approval of the City of Charlotte.
% // \�\\\\\ I I © �r P / �°3'` J v / /' %/� / \�I \ . 7` etoK / 5.) A portion of this property is located within o designated flood hazard area
\I d/^
/�,, '/a "//6/qc' / / //o��/// I / / o� ^I� \ / (/� dT°t / / per graphic scaling from Flood Insurance Rale Vol, Community Panel numbers
„\: ;\\, ;moi '1Srr G°ly .`'fio =/ 3\ �p� / I _ In - an 50 rated m .
6,Ig Iv� $, ,$/ /(((((/ �a 11 ti '%� \ l'fo >('S v. °� 3710455400E d 3710495 OL d t d sept. ber z, 2015
u�,: (� ^rs.toe,6 I "v q 6 Z°'A I I I ( 1 I 1 I A A") Utilities shown are based the following:1 bserved surface indications.
\q h \\ 1 L rl l % J ISI/ 9'a' h I \/ 11\ 1 \ \� / / (r/ / l 5� 4i%n QA. \1A 2) Charlotte Water customer service ps. and 3) markings provided bythe
/ •ti •may m� 11°o6 3 NC ONE -CALL utility locating center. There a be additional utilities t shown.
\ �` ` �(�rt) JI y/i/i6,T''� y's� s'so r g m r
o%.p (� I / \�p\p\ \ �\\ / //� y@ J 9 / / \ / �)� I ( /� ` / / �\ /�� �\ IRF/j j/j e`0° 1 O Contact the NC ONE -CALL Ut letX Local ng Center at IJ -800-632-4949
- 0 \0 before any design, tl gg'ng or caval on 's begun. Al underground utilities
__ o:(o'F should be designated before be n des xc
/ aro 7�a5 s \ C /,3� / P/ \ / -698 rbeginning f n y design, a avas si or grading.
3 of I.E �ut >o q i d / S / q ) J 1 \ �(I y// ' / \ \ / °'° No water lines or fire hydrant were found adjacent to this site zero.
/ / / 7. The total number of sir d kin n this rt
/ ^W /c. �\ IRF / ) Pe parking spates o property 's
K K:%/ 111 \ \ $ S/ ^ i / \f ' 8. The Surface Water Im t and Management SWIM and Post -Construction
� M1 � 9 \ � 3j,4/� / ) provemen gemen (SWIM) /r%/ x,69 )�A ll\ Controls Ortlinonce (PCCO) water quality buffer widths shown hereon were taken
/q,>'/ \ from Meckasured lenburg County GIS and are nrfrom top of creek bank. Ind'vdual
IRF ',6 / / ones wthin the buffers are not shown. eDesgner shall consult the SWIM and PCCO
Titl � mitment Tract 1 \�� �� -_ I // �� / ordinances to determine development constraints within the buffers. See inset sketch.
R �'�'' Possible overlap area: description 9.) The property atltlresses, per Mecklenburg County GIS, are X2710 Chick Godley
0�� \ �\� % in Consent Judgment recorded in Road antl X255 Matheson Avenue.
�'1 _ v / D.B. 31296 Pg. 577 overlaps the 10.) There is observable evidence of this site being sump,
a s solid waste dump, but
/701' ) ' description m the Noda Exchange, no observable evidence of it being used a o onitary landfill.
LLC deed (D. B. 30175 Page 488). This site apparently has a significant mount of old construction demolition debris
An attorney should be co suited apparen y slgniican a
Y and fill.
i I 1/ / titin 678.92 i/ ,,c�,;�eL to resolve this is no r r
�J� // /'' \�\ � /' / 11.) Thyro Is observed evidence of any recent street o sidewalk imoprovildirg o
�� Z / •y�� / I �/"lj/tel// �j 111 I.E out 664.1' _ a. any evidence of any recent earth moving work, building construction building additions.
\\N/� 12.) A wetlands delineator should be consulted to verify the existence of any wetlands.
L E G E N D °�u�Gda 1� \\wp\ \ �p O, /M//)/% /Irl /� � g'66 �'J �o`�a4 ,,r'Q ,a, t`O\ 13. Matheson Avenue is a Class III Ma' Thorou hfare the CRTPO thoroughfare
an. chord o9 Y o° ) 1°f 9 per 9
L,R curve length & radius \ P �\ ��� /�/r/ (\\\\I\\�\t\ 6•��,Y/iF j/� 1� �a\t / map. No controlled access nolatlons were identified on the N.C. D.O.T. plans
.f. quare feet (by and notes) °y5p4 1 \ III I \\\\I\\�J y� pg �� e A� for Matheson Avenue. M unrecorded survey by Geoscience Group. Inc. dated
IRF/S 1/2" rebor found/set .� '� n \\\\ �\ I \l\.\ \vim( 4' Y '- 96 q / November 8, 2004, indicate. that Matheson Avenue is a controlled access right
-rete\\�Q /\\tt\/ 6 6 `� of
CMF concrete mo m.nt found / .� \p�pµµQ�� \\\�\c, l( J \ \\\\\ �-762" J �x way.
MB, DB record mapanddeed referencesV\\d\w\� �1\ \\ ���J �' / �V / 1 ) h purpose of this su y s for site design.
light Pole
O utility pale �p\�\\\\�\\\\ \\\\ \ _692 \ ��_�--="z : OY
IV gas aloe\aw p\\�\ �\���_r yc`c'6j �1'.lga9 qa�o °t / e
E �µpW -\
F guy anchor \ / ¢f° 1 4�pµ�\�µµ\�\�� `\\\ \\�aQ/iFi rho �E .(� GPS METADATA NOTE
® catch basin rer QMH \\\\\\\ \ �\ /' y°i �v ddo\y'�ry e�\0a�� Revised 12-06-18: Add sanitary ewer Inverts.
\ \pp� v \ -�/ ? ( / '01 •` (° o ° °to t°0 Sao 1 Class of Survey: "AA" (horizontal); "C" (Vertical) ry s
® water meter 4° e 1 \\\\� () Y ( ) (ve ) Revised 02-11-19: Add additional topographic information
13 W gater valve a ¢°' /`> \�\Q\\\��\\\��\\'� \\\z `\J% t y�'° O�t00 co,
�toaa (2) Positional Accuracy: Horizontal; 0.12 feet, Vertical; 0.10 feet within unopened rights-of-way of Chick Godley Rd. and
\ P .,/'v �j p° od`°t �'t<`°'o / (3) Type of GPS field procedure: RTK Network (VRS) E. 31st Street only. No other investigations, including
fine hydrant / \ 3 h x]21- \��\+"�` `�.,'1 'r A 5 Y /o \ G 'o° a 4`l�a deed res arch or a complete boundary survey, w
Q° y / a\ \1\ _4� 0ya, O \4.Q° Q. o z d Z\`ot (4) Date f survey: Jury 9. 2016 were
a son. sewer cleanout 0 ry°j / @\\\1\\\\� ° aG� J e• f° (5) Datum E h: NAD -83 2011 E h:2010.0000 made at sthis time. COPYRIGHT 2019
� /ti vi L°0 a, d`C10�Scry/ (6) Public ed/Fixed-control(usetl'NCGS RTK (CORS) Network TOPOGRAPHIC SURVEY
d«maaue tree ;r�1'r
7"I- coniferous tree ° o / ^roc' \\p�01\\N\11 I a -
Q els-tri. manhole Q Grate 722.43' Z \\������ 1117111111 r l G?P oma'\c°° �s°bTa.,, �11,d' / (7) Geoid Model: GE OD 12A
\\ III t. ° Qo LINE TABLEProperty at Chick Godly
I.E. in 7t8J' v c ,1»�1i VIII /' a o�otO Q t • �o NUMBER DIRECTION DISTANCE (8) Units: U.S.UsSurvey Foot P Y Y
T.B.M. temporary bench mark I.E. out 718.6' IRC O. Q t (9) Vertical datum: NAVD88
-HPTL- high x° >� ___ I�) F°\Oot Gc� L1 N 43'36'01" E 40.00• Road & Matheson Avenue
g power transmission line (CL) / _ qyH//(� dµcot .° \rel° / All distances shown hereon are horizontal ground distances.
-W- water line �R 3g5 qq/ /°e°""•4aia oe1 L2 N 36'33'54" E 44.78' Average combined grid factor 0.9998438996
-SS- -at., sewer line 112' ° o a L3 N 46'50113" E 45.25• CHARLOTTE, MECKLENBURG COUNTY, N.C.
-:l - ncerground electric / \ O,o`9°°x oiq, L4 N 51'22'08" E 111.98'
±.r.e line e`. for BRAND PROPERTIES, LLC
-UT- urd.rg. hall telecommunications line F L5 N 59'47'06" E 126.75'
-0E- overhead utilities .VN/ g% L6 N 56'38'22" E 192.55' Date of Survey: September 27, 2018
CMP Corrugated Metal Pipe \ a / aGP L7 N 59'47'09' E 137.70' CURVE TABLE
RCP reinforced concrete pipe / P 00 / LB N 56'28'48" E 144.31' NUMBER RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH 50 0 50 100 150
I.E, overt elevation
S 12'30 02 W
OD ISlarm Drain Manhole c L10 S 49'04'01" W 219.81' C2 9829.65 168.33 S 59'2308 W 168.32
Q San. Sewer Manhole \/ P \ / W743
07'12" 1W 20.44'
• .rete bollard C3 832.96 157.67 N 42'0815 E 157.44 Scale: 1" = 50'
07'12" W 20.43'
C.M. crape myrtle
4'46" W 70.73'® irng°tion e.ntrol valve 33'38" W34.99•A.G. ZOUTEWELLE
WMH water manhole 12'03" W51.00•SURVEYORSms high-pressure gas line marker 36'01" E20.00'Web Site: "agzOUreWele.COm" 1418 East FMh St. Chadotle, NG 28204SWIMr Surface WOrer Im t & Mona l 36.01" E 20.00' Phone: [phone] Fax: [phone]
provemen Management / E-mail: "Andyz®agzoutewelle.com" Flan U -sure Number C-1054
PCCO Post -Construction Controls Ordinance C1 -1
"z=\2ot50wG6\PETE\PNILEuoN-Cry

DEMOLITION PLAN NOTES
NOTE TO CONTRACTOR
DEMOLITION KEY NOTE LEGEND DEMOLITION LEGEND
• • • • • • •••• • • •• •• • • ••• • • • • •• • • ••• • • •• • • •• •• • • •• • • •• • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
• • • •• • • • • • • • • •• • •• • • • • • • • • • •• •• • •• • • •• • • • •• • •• • • • • • •• •• ••• •• •• ••• •• •• ••• •• •• ••• •• •• ••• •• •• ••• •• •• ••• •• ••
• • • • • • • • • •• • •• • • • • • •••• • • •• •• • • ••• • •• • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
•• • • • • • • • •••• • • • •• • • • • • • • •••• • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
• • • •• •• • • • • • • • • •• • • • •• • •• • • •• •• •• • ••• • • •• ••• • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
• • • • • • • • ••• • • • • • • • • • •• • •• • • • • • •• •••• • • • •• • •• • • • • • ••• •••••• ••••• ••••• ••••• ••••• ••••• ••••• •••••• ••••• •
• • • • • • • • • •• • •• • • • • • •••• • • •• •• • • ••• • • • • •• • • ••• • • •• • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
• • • •• • • •• • • •• • • • • • • • • • •• • •• •• •• •• • •• • • • •• • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
SITE DEVELOPMENT PLAN NOTESSITE DATA TABLE
CHICK GODLEY ROAD
715
715
-0+50 0+00
1+00 2+00 3+00 4+00 5+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE 1" 5'
7D5 PRIVATE STREET A 7D5
HIGH POINT
ELEV: 697.111
HIGH POINT
ELEV: 6%.97
HIGH POINT
TA: 0+68.9
710
PVI ST
0+52.60
710
AD:
.309.
6.97
0.
afr
on
K: 2
5.22
m
mm
rze
tly�
LOW POINT
ELEV. 692.31
o
58.
0' VC
700
o
ELEV:
92.95
LO
m
a
OGr
700
Sa
PROP
ED GRADE OF
CENTERLINE
NOmi
i
TA: 1+99.38
705
O
m o
o
HIGH POINT
STA: 5
71.68
LOW
POINT STA
7+86.53
rc�Y
705
w M
'�
PVI STA:2+00.00
J
AD: 1.66%
a
+rn
P
+
+rn
695
SW
o
m
oro
PVI ELE
:692.28
B
N IDGE
a
P
ELEV: 692.9
11�ENO
ej
1.88
Oil
S
A' +5273
705
RI
GE
700
>
>
>
>
VC
.693.97
mi
•3+5
.65
700
%
PROPOSED
GRADE
1
V:89
1
690
K:2
.70
OF C
NTERLINE
PVI EL V: 692.12
a
685
•80
-0
50%
STA: 3+81.
5
685
\
' VC
m
n m
AD: .55%
ELEV: 695.
5
695
24.00'
C
m
695
m
I
Om
Om
I
ry
rip
i
.� 00'
I
I
N 1 O
_ -EXISTING
680
GRADE
I
r0
ELEV: 67A 4
690
700
/
680
N M
/
..
690
I
/
/
NTRACTOR TO
COMPACT FILL
W
I
ER GEOTECH RECOMMENDATION
CREEK BANK
I
I
+�
Nb
685
j
I
.0
OrN
ELEV:675.86
f�0
Ar�p
685
+OI
+OI
I I
I
�-
675
CONTRA
OR TO COMPA
T
I
m
»
ww
675
680
RECOMMENDATI
1 I
1 I
Ism
mm
680
I
II�
PROPOSED
"
670
"
ELEVATION R
PRESENTS
PROPOSED
REPRESENTS
U
" •'
UU
670
EXISTING GR
DE (TYP.)
PROPOSED
GRADE (TYP.)
IX, 21 RCP
S.
675
GRADE OF
CENTERLINE
UU
UU
»
»
I
INV -.664.68
675
674
665
>
»
ELEVATION
REPRESENTS
UU
UU
»
»
674
665
Pm
rr
ro �'z
Mo
�
N
�-
mN
m•�
m
RO
m in
N
m mN
m
GRADE (TTP.)
mm
w
.D
N .D
^ o
I�
N
N M
o N
N m
m M
Ill
ww
�
mm
ww
660
r
695
-0+50 0+00
1+00 2+00 3+00 4+00 5+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE 1" 5'
7D5 PRIVATE STREET A 7D5
PRIVATE STREET B
-0+50 0+00 1+00 2+00 3+00 4+00 4+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE 1' = 5'
HIGH POINT
ELEV: 6%.97
HIGH POINT
STA: 3+
6.97
0.
afr
°°rn
m
rze
tly�
LOW POINT
ELEV. 692.31
PVI
m
700
o
ELEV:
92.95
LO
l'i c� 2
$'�
a
700
Sa
PROP
ED GRADE OF
CENTERLINE
Ra
i
TA: 1+99.38
PVI
a
HIGH POINT
STA: 5
71.68
LOW
POINT STA
7+86.53
rc�Y
rc
PVI STA:2+00.00
g'1
AD: 1.66%
LOW POINT ELEV: 692.1
P
STA:5+71.6
695
PVI STA: 7+88.53
705
695
PVI ELE
:692.28
B
N IDGE
P
ELEV: 692.9
11�ENO
PVI ELEV:6
1.88
S
A' +5273
705
RI
GE
AD: 1.16%
17.00
VC
.693.97
mi
•3+5
.65
690171
%
N
1
V:89
1
690
K:2
.70
m
a
PVI EL V: 692.12
a
685
-
685
24.0
' VC
m
n m
AD: .55%
10.00' VC
24.00'
C
m
o
o+m
m
Om
Om
I
ry
rip
PPR .TOP OF
.� 00'
I
/
N 1 O
680
r0
ELEV: 67A 4
700
680
N M
/
..
ol
1
/
APPROX. TOP
OF
W
700
5Om
CREEK BANK
+�
Nb
j
ISN
.0
OrN
ELEV:675.86
f�0
Ar�p
+OI
+OI
675
CONTRA
OR TO COMPA
T
I
m
»
ww
675
+�
RECOMMENDATI
N
Ism
mm
II�
PROPOSED
"
670
"
Mb
«
U
" •'
UU
670
IX, 21 RCP
S.
GRADE OF
CENTERLINE
UU
UU
»
»
I
INV -.664.68
665
>
»
ELEVATION
REPRESENTS
UU
UU
»
»
665
ELEVATION REPRESENTS
695
EXISTING G
ADE (TVP.)
PROPOSED
GRADE (TTP.)
mm
w
660
C6Lwl•
>
>
m
ww
mm
ww
660
695
mm
Cl(ON
NCN
PRIVATE STREET B
-0+50 0+00 1+00 2+00 3+00 4+00 4+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE 1' = 5'
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = S
U
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<a
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^\ <o a I
z o z
w w Y
w�U3c�
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Knowwhafs below. CJ -2
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HIGH POINT
ELEV: 6%.97
HIGH POINT
STA: 3+
6.97
LOW POINT
ELEV. 692.31
PVI
STA: 3+19.2
HIGH POINT
ELEV:
92.95
LO
POINT ELE
: 691.92
OW POINT
TA: 1+99.38
PVI
FLEV*.693.01
HIGH POINT
STA: 5
71.68
LOW
POINT STA
7+86.53
PVI STA:2+00.00
AD: 1.66%
LOW POINT ELEV: 692.1
P
STA:5+71.6
PVI STA: 7+88.53
705
PVI ELE
:692.28
K: 10.27
LOW POINT TA: 4+09.2
P
ELEV: 692.9
PVI ELEV:6
1.88
705
AD: 1.16%
17.00
VC
AD:1.00%
AD:1.2
%
N
o
m
K:2
.70
m
a
PVI EL V: 692.12
K:10.00
K: 20.0
24.0
' VC
m
n m
AD: .55%
10.00' VC
24.00'
C
m
o
o+m
m
Om
Om
ry
rip
""4
Mb
K: 20.70
32. O' VC
.� 00'
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700
a0 M
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W
700
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PROPOSED
"
" "
"
Mb
«
U
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UU
GRADE OF
CENTERLINE
UU
UU
»
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»
UU
UU
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695
mm
w
cmi.w•
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mm
ww
695
mm
(�7
-0.5
%
0.61%
-1.05%
0.50
-0.50%
0.70%
690
D PRI V
STREET
690
0"171
171
1
/
685
/
\
/�^
/ ��
685
XIS
G ORAD
CONTRACTOR
TO COMPACT Fl
680
PER GEOTECH
RECOMMENDATI
REPRESENTS
REPRESENTS
\
680
ELEVATION
EXISTING
ADE (TYP.)
rATON
OSED
GRADE (TYP.)
675
675
N
.
�0 m
•-'
N
N
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Cl
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i0
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� �D
�0 i0
�
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = S
U
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^\ <o a I
z o z
w w Y
w�U3c�
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SEAL
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Q
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SHEET NUMBER
Knowwhafs below. CJ -2
Call before yo di .

R/W
53' R/W (TOTAL)
7'-6" 12._0.
0"-
10'-0" 10'-0"
SLOPE 3/8" 3/8" PER Fi.
2:1CUT MAX. SEE PAVEMENT
3:1 FILL MAX. J/ SECTION A
2'-0" CURB AND
GUTTER (TYP.)
R
2:1CUT MAX.
3:1 FILL MAX.
R/W
2'-0" CURB AND
GUTTER (TYP.)
2:1CUT MAX.
3:1 FILL MAX.
CF(1TI(1NI A -A'
BUILDING
R/W SUE
I
33'-6"
6" I
I
I
I
PLANTING STRIP
CHICK GODLEY ROAD
SCALE: NTS
(MODIFIED LOCAL RESIDENTIAL WIDE STREET-CLDSM STANDARD NO. U -03C)
13'-6 8'-0"
1.5%
WIDTH
LANDSCAPE
BUILDING
R/W SUE
53' R/W (TOTAL)
33'-6"
I I
17'-6" 25'-6"
I
I
I
7'-0' 10•_0" 10•_0" 8'-0„ 8'-0"
1.5R
SLOPE 3/8" PER FT. (2.00% MAX)
2'-0" CURB AND
GUTTER (TYP.)
SAFETY
RAILING
VARYING
HEIGHT
RETAINING WALL
2:1CUT MAX.
3:1 FILL MAX.
L
36.5' (TOTAL)
1B'-0"
18'-6"
12'_6"
—7- 10'-6" 10'-6" 6'-0"
SEE
PAVEMENT � 1.5%
SECTION B 1 SLOPE 3/8" PER FT. (2m�00X M
FUTURE TRAIL
1s%
(2.00% MAX)
SEE PAVEMENT
PARALLEL SECTION A
PARKING
SPACE SECTION C -C'
PRIVATE STREET A
SCALE: NTS
(MODIFIED LOCAL RESIDENTIAL WIDE STREET -CLDSM STANDARD NO. U -03C)
63.5' (TOTAL)
12'-6" 32'
12•_6" 18,_0•
10 6 10'-6"
SLOPE 3/8" PER FT.
SEE PAVEMENT
SECTION A
2'-0" CURB ANDD SECTION D -D'
GUTTER (TYP.)
PRIVATE ROAD B
SCALE: NTS
(MODIFIED LOCAL RESIDENTIAL WIDE STREET -CLDSM STANDARD NO. U -03C)
WIDTH
LANDSCAPE
2:1 CUT MAX.
3:1 FILL MAX.
BUILDING
,._D. r8'-O"T6"
D..SEE5%PAVEMENT .00% Mi
SECTION B
AKALLLL— PLANTING
PARKING
SPACE
WIDTH
LANDSCAPE
SURFACE COURSE
1" S9.5B
FINAL UFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:
1) 75% DEVELOPMENT OCCUPANCY,
TACK COAT 2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT,
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.
(SEE SECTION 1.E.4) INTERMEDIATE COURSE
/ 1 1/2" S9.5C OR S9.513
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.00. SHOULD
ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATIVE BASE
COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
(A) TYPICAL PAVEMENT SECTION
SURFACE COURSE
1.5" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.58
6" COMPACTED AGGREGATE BASE COURSE, OR 4" BITUMINOUS BASE
COURSE, TYPE B25.00
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
(B) TYPICAL PAVEMENT SECTION
0
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PARALLEL
SECTION A
PARKING
PLANTING
SPACE
Z '0
SEE PAVEMENT
SECTION B -B'
SECTION B
CHICK GODLEY ROAD
SCALE: NTS
(MODIFIED LOCAL RESIDENTIAL WIDE STREET-CLDSM STANDARD NO. U -03C)
2'-0" CURB AND
GUTTER (TYP.)
SAFETY
RAILING
VARYING
HEIGHT
RETAINING WALL
2:1CUT MAX.
3:1 FILL MAX.
L
36.5' (TOTAL)
1B'-0"
18'-6"
12'_6"
—7- 10'-6" 10'-6" 6'-0"
SEE
PAVEMENT � 1.5%
SECTION B 1 SLOPE 3/8" PER FT. (2m�00X M
FUTURE TRAIL
1s%
(2.00% MAX)
SEE PAVEMENT
PARALLEL SECTION A
PARKING
SPACE SECTION C -C'
PRIVATE STREET A
SCALE: NTS
(MODIFIED LOCAL RESIDENTIAL WIDE STREET -CLDSM STANDARD NO. U -03C)
63.5' (TOTAL)
12'-6" 32'
12•_6" 18,_0•
10 6 10'-6"
SLOPE 3/8" PER FT.
SEE PAVEMENT
SECTION A
2'-0" CURB ANDD SECTION D -D'
GUTTER (TYP.)
PRIVATE ROAD B
SCALE: NTS
(MODIFIED LOCAL RESIDENTIAL WIDE STREET -CLDSM STANDARD NO. U -03C)
WIDTH
LANDSCAPE
2:1 CUT MAX.
3:1 FILL MAX.
BUILDING
,._D. r8'-O"T6"
D..SEE5%PAVEMENT .00% Mi
SECTION B
AKALLLL— PLANTING
PARKING
SPACE
WIDTH
LANDSCAPE
SURFACE COURSE
1" S9.5B
FINAL UFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:
1) 75% DEVELOPMENT OCCUPANCY,
TACK COAT 2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT,
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.
(SEE SECTION 1.E.4) INTERMEDIATE COURSE
/ 1 1/2" S9.5C OR S9.513
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.00. SHOULD
ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATIVE BASE
COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
(A) TYPICAL PAVEMENT SECTION
SURFACE COURSE
1.5" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.58
6" COMPACTED AGGREGATE BASE COURSE, OR 4" BITUMINOUS BASE
COURSE, TYPE B25.00
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
(B) TYPICAL PAVEMENT SECTION
0
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9
GRAPHIC SCALE IN FEET
0 20 40 80
v 1
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AND 24° STOP BAR.
i
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SIGHT TRIANGLES
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me
PERCEIVED EDGE \ I
_ _ _ OF PAVEMENT
—�� 0
o \\ A.
Mathes
_ °Ppz
'��R/W on A t; Venue iable \
(See DE- dth
public
eYed�`� Class III Ma o53 P9 140) \\
Thoroughfare \
704
375.0' TO TRYON STREET INTERSECTION
FOR PASSENGER VEHICLE
SITE DISTANCE FOR LEFT -TURN FROM STOP
(SEE CDOT TABLE III THIS SHEET)
704
700
3.5' HEIGHT
OF EYE
696--
SITE DISTANCE FOR
LINE
OF SIGHT
EXISTING
700
3.5' OBJECT
HEIGHT
GRADE -�
--� 896
716
RIGHT -TURNS AND CROSSING
(SEE CDOT TABLE III THIS
I
PROPOSED
GRADE
,`-
--
---
- -
-- -
-----
--
-
692
HEIGHT 712
692
690
L
708
LINE OF SIGHT
690
TAALC IB,
hnersmtiun Sight Distance for stop -sign BOd signal-conhoiled mbi ections for Dassen^_er cats
(ExhiNts 94! and )4 . 2001 Green Bt,*L)
DLStmue for Ltft-turn Crum Sight Dist mase for WWII(
Stup (fl.) 1n m and Crossing (ft.)
60 1 665 575 1
IL is texurDmended that dre --1 arinl.—hon Sig1LL D,,U. c Dccess:uy 10 Pannit a 1.111..
&oma stop cmdirion also he the desipn seghi distance fv the righr-nv aad crossing coudinam
NOTES:
INTERSECTION SIGHT DISTANCE IS MEASURED FROM A DRIVER'S EYE HEIGHT OF
3.5 FEET TO AN OBJECT HEIGHT OF 3.5 FEET AS MEASURED FROM THE
PAVEMENT SURFACE
DRIVER'S EYE HEIGHTS FOR SINGLE -UNIT AND TRACTOR -TRAILER TRUCKS
SHALL BE MEASURED AT 7.6 FEET ABOVE THE ROADWAY SURFACE.
MATHESON AVE. SITE DISTANCE PROFILES
MPH = 40
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" =4'
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Call beforeyo dig.
0
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U
3BB.5' FOR PASSENGER
VEHICLE
SITE DISTANCE FOR
716
RIGHT -TURNS AND CROSSING
(SEE CDOT TABLE III THIS
SHEET)
716
3.5' OBJECT
712
HEIGHT 712
L
708
LINE OF SIGHT
/ 708
704
704
IXISTTNG
GRADE
700
/
700
3.5' HEIGHT
OF EYE
/
--/
696
:%_i
696
/
PROPOSED
GRADE
692
692
690
690
MATHESON AVE. SITE DISTANCE PROFILES
MPH = 40
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" =4'
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0
0
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E
m GRAPHIC SCALE IN FEET
x � 2�40
�n
r
i
Chick GodleRd.
(formerly known as N. College St.
unopened 40' R/W (M.B. 3-89)
neighbor's g
ravel
parking area
edge of gravel /
0-0--o—C-0-0—chain—link fence 4 -
° o 0-0„,/ °---- �------_-
— �— — — —
2+00
I
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0
7flR 70R
704
280.7 FOR PASSENGER VEHICLE .
SITE DISTANCE FOR
RIGHT—TURNS AND CROSSING
(SEE CDOT TABLE III THIS SHEET) 704
,o
I r I
UNE OF SIGHT
PROPOSED GRADE
>m
700
3.5' OB.ECT
HEIGHT
696
696
3m
i
Chick GodleRd.
(formerly known as N. College St.
unopened 40' R/W (M.B. 3-89)
neighbor's g
ravel
parking area
edge of gravel /
0-0--o—C-0-0—chain—link fence 4 -
° o 0-0„,/ °---- �------_-
— �— — — —
2+00
I
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0
7flR 70R
704
280.7 FOR PASSENGER VEHICLE .
SITE DISTANCE FOR
RIGHT—TURNS AND CROSSING
(SEE CDOT TABLE III THIS SHEET) 704
700
UNE OF SIGHT
PROPOSED GRADE
700
3.5' OB.ECT
HEIGHT
696
696
3.5' HEIGHT
OF EYE
692
EXISTING GRADE
���
_
692
688
688
684
684
I
I
680 I
I
I
676
674
680
676
674
0
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0+00 1+00 2+00
CHICK GODLY ROAD SITE DISTANCE PROFILE
MPH = 25
HORIZONTAL SCALE: 1” = 40'
VERTICAL SCALE: 1" =4'
■
■
■
■ o ■
I ■
m
ole � o
I I �
PERCEIVED EDGE : I
OF PAVEMENT -__..j
�n5
ci
■
_ I ►� I o
50' X 50' CLEAR
SIGHT TRI IANGLESj �
II 11II i�� 30"x30" STOP � I
SIGHT DISTANCE I IGN (R1-1) i
CHICK GODLEY RD. AND 24"
TOP VA .
PASSENGER VEHICLE
HEIGHT OF EYE,3.5'
TADLC M.
hrlrs5 ti'a Sight Distance fl stap-Sign ead 5101191-Carlllaiiea nILErSefti- &O p85
(Exhhits 9-55 and )-n. 200L Green Do*L)
Design Speed(T'IPII) AIInlmum lnlercerllnn Slghl Minima m Intermedin
DfsImue for ].eft -turn from Sighl Uislnmce For KLlrht
Slop (ft.) Turns tail Crussing (ft.)
60 1 665 575
65 720 6'5
IL ie r"ummended thal & lana1la16 01'lnlcrx lwn SighL DisNulce alxc tr: to prmut a left tura
frorna stop condTion ako bc the dcsien right thstanrc fim the right -rim and casing conduram.
NOTES:
INTERSECTION SIGHT DISTANCE IS MEASURED FROM A DRIVER'S EYE HEIGHT OF
3.5 FEET TO AN OBJECT HEIGHT OF 3.5 FEET AS MEASURED FROM THE
PAVEMENT SURFACE
DRIVER'S EYE HEIGHTS FOR SINGLE -UNIT AND TRACTOR -TRAILER TRUCKS
SHALL BE MEASURED AT 7.6 FEET ABOVE THE ROADWAY SURFACE.
•
•
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CBII before you
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C3-5

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GRAPHIC SCALE IN FEET
0 25 50 100
/ 0
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Bolt Family, LLC I
D.B. 31957 Pg. 878
t Tax I.D. 08302203 40
t � t
\� neighbors (t°rml /-1' ' P., t
n9 °hovel anOPened 40 wn os N d1 2 6 a W I e OD
el R/W Cott e� ?i,
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2+00
LEA
/ BLDG 2000
AMENITY
CENTER
COURTYARD
uD RR\ CABANA
d°
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°repo
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or
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by
e%tr° ' \ o f t
pd
(S° (fee Sir. -�O % ` "a j) °a -
8 22
fence
\J� Pumper Fire Truck
Overall Len th 4O,000ft
t Overall WidtT 8.167ft
n, Overall Body Height 7.745ft
Min Body Ground Clearance O.656ft
Track Width 8.167ft
/ I m Maxk Wheell Angleme 450.00°
T° ---------
a• � I
DBC HOLDING
Pg. C
I ;22
x Tax I.D. 08303135
0.
':, /
ALLWIN, LLO'� t
D.B. 8598 Pg. 822'-
k book _-_I.D. 08303133
I of \
ALLWIN, LLC
D.B. 8598 Pg. 822
fit
Tax I.D. 08303133
_4f
'o•_ P��-\����•� \ Mecklenburg County
ePoety onNCt?R Per D.@"E�°too"%\`th�'obty O� s
`.NCRR Gwyn a in °As °fChort J7? PY `\ d t
\ orrioor inform • Chief J857 the er f om g 3y \� ^ot I I 9 oke/
\`bO\o y otion and o9in ena°/V.the Roi/� o4g�1g4 La
°eo \ railroad R/W
\ ?DO,ghowj q eotio Comp ono--
\ °t Wi e C"We °f W ny \ l J \ aitch
C°rr'�0/fne o/ter `.\ top
696.7'.. �--� ai
TyPicol) \
ts-
g3 a°p o i — — D.B. 257 P9
��\ \ 700.2 ua 100' R/W Per Rlj--
��\ Kodgee, LLC
D.B. 19376 Pg. 531/--�--
``\`�\ Tax I.D. 08303114 'µo. \ µ3.
Kodgee, LLC
D.B. 19376 Pg. 531
Tax I.D. 08303114
`\ e6Own . oryLr\
D.B. 26804 Pg. 565
%\ Tax I.D. 08303116
Iv-
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SHEET NUMBER
C3-6

GRADING NOTESGRADING LEGEND
PRIOR
0+00 1+00
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706 'torn
ail+696
m NH NOOim�
ri N
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696
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z z z 704
SON
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\
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80 LF OF
zzPROP
OVERSIZED PIPE FOR DETENTION
175 LF OF 72" RCP 0 0.00
898 18" RCP 0 1.50%
I
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0+00 1+00
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706 'torn
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D SURFACE
o m nz
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696
692
z z z 704
Tam:
700
\
SED SURFACE
80 LF OF
zzPROP
OVERSIZED PIPE FOR DETENTION
175 LF OF 72" RCP 0 0.00
898 18" RCP 0 1.50%
19>>
Rzz
692
886
p Mme.
692
204 LF OF 24" RCP ®0.50%
OVERSIZED PIPE FOR DETEN
213 LF OF 72" R91P 0 0.00%
688
688
684
888
e
0
--�_�
-
nzzo 704
H684
�,
>>>
684
OF .888
ON
/
GHT
q Ezzz
0 0
SURFACE
a
EXISTING SUR ACE
898
/-PROPOSED
700
TING SURFACE
680
696
700
EXI TING SURFACE
P ST2INGLE
AP
1 F OF 1 " RCP
0.50%
- - _
M
680
678
FOR
692
i
D
JAILS.
696
692
678
t0 O
tp t0
M �
tp t0
n O
T
T t0
0+00 1+00
0+00 1+00
03.1 -CB TO 03 -CB
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
2+00 3+00
09 -CB TO 01 -CS
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
4+00
5+00 6+00
�^
O�
,NNN
nm Oapr�
706 'torn
O
a0
mrno 706
m NH NOOim�
m
U �� ommr
D SURFACE
o m nz
Zo
P OPOSED SURFACE o m— M
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704 0
z z z 704
700
700
\
Ms
�
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80 LF OF
sz
898 18" RCP 0 1.50%
898
EXISTING SURFACE
p Mme.
692
692
688
688
684
684
e
0
--�_�
-
0+00 1+00
03.1 -CB TO 03 -CB
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
2+00 3+00
09 -CB TO 01 -CS
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
4+00
5+00 6+00
0+00 1+00 2+00
04.2 -CB TO 04 -CB
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
�^
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nm Oapr�
MWT� S
tDZ
708
m
m n.ROPOS
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708
U
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p Mme.
692
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00 O r
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>>>
L
IATER
OF .888
18" 0 -RING
_
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q Ezzz
0 0
SURFACE
a
EXISTING SUR ACE
898
/-PROPOSED
700
TING SURFACE
696
700
ORMTR
P ST2INGLE
AP
1 F OF 1 " RCP
0.50%
- - _
M
NUFAC
898
FOR
692
i
D
JAILS.
696
692
64 L
OF
18" RP
0 1.
0%
/
692
107 LF OF / 18" -RING
ATER TIGHT
692
688
%
/
688
684
Mo
ro
"
0
n
m
a
n
0+00 1+00 2+00
04.2 -CB TO 04 -CB
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
0+00
�^
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MWT� S
tDZ
TO
12 -MH
U
mmmj �..
m
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696
700
viF
m
Ms
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sz
PROPOSED SURFACE
700
692
STORMTRAP ST2 S
O
ZZZ
MANUFACTURERS
�,
>z >z
L
IATER
OF .888
18" 0 -RING
GHT
686 RCP
0 0
SURFACE
a
898
/-PROPOSED
EXI
TING SURFACE
696
S
ORMTR
P ST2INGLE
AP
- - _
M
NUFAC
RERS DESIGN
FOR
692
i
D
JAILS.
692
24 LFF
688
8" RC
0 0.5C%
/
688
107 LF OF / 18" -RING
ATER TIGHT
18" R RC 0 0.8
%
/
684
684
M
O
tD
0+00
1+00
a 'ooi
2+00
15 -CB
TO
12 -MH
U
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
0+00 1+00
16 -CB TO 17 -MH
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
MR
v
O wo
¢a
¢ w I I
0
I cdz[i
tsslq�,_
SEAL �� =
035917
Oy HN� 0�0
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Y p ifl w _zs
O
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Lu J
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LL_ LL
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JGLETRAP
SEE
:SIGN FOR
Q
o
O
W U
W
� x
Zn -
0
Q o W� z
=LLw
U
Of
a
LU a
w Z o
M U
W �
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SHEET NUMBER
Knowwha"s b21OW. ('4_3
CaII before oU di . v
a 'ooi
700
700
z
bO n �Z
U
m
�z
696
696
XISTING SURFACE
PROPOSED SURFACE
692
692
STORMTRAP ST2 S
APPROX. 75' LONG
MANUFACTURERS
DETAILS.
68846
L
IATER
OF .888
18" 0 -RING
GHT
686 RCP
0 0
50% 686
a
0
0+00 1+00
16 -CB TO 17 -MH
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
MR
v
O wo
¢a
¢ w I I
0
I cdz[i
tsslq�,_
SEAL �� =
035917
Oy HN� 0�0
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O
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Lu J
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LL_ LL
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JGLETRAP
SEE
:SIGN FOR
Q
o
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W U
W
� x
Zn -
0
Q o W� z
=LLw
U
Of
a
LU a
w Z o
M U
W �
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SHEET NUMBER
Knowwha"s b21OW. ('4_3
CaII before oU di . v

0+00 1+00
O
T
�tO
NN No
omni
700 m
708
• 2
U .. o
700
M
m
•en.
U
INF�
E2
cEZZ
696
ACE o
ZZ
696
704
r
ROPOSE
SURFACE
�o
'�
700_
708
"�
.mry�
692
.Nm
rno
2 Nom
708
688
minm
''m
35 L OF
Nm
Nib
OZZ
NOOi Omit
nZ
8 LF OF
m
_
Or
696
18" RCP 0
0.60%
D•p Ili
694
686
0
Ez
�
02.5
O
\
0
..>704
690
U.
�»
FZZ
p.m
f»>
¢? _
rzzZ
704
g> > >
-
-
\ --_
\
\
\
PROF OSED
nu m
700
m
i8 m
700
I
m2» o
\
N
i
M
W
(D N
195 LF OF 18" RCP
EXISTI
G SUR
ACENrotO
w
m
696
1.00%
110E
OF 24
\
1
2
2
696
1 o.•�z o..�zz
RCP
1.00%
- i
6 x--
234 LF OF 36°
1
-RING
ASKETE RCP 0.777
1
692
692
1
0
0
N(V
�m
11
688
16 LF OF
`O? 688
36"
_ _
-RING 'ASKETED RCP 0 0.56%
- of ig>
STORMTRAP 8'-4" DOUBLETRA o �?
1 APPROX. 115' LONG. SEE
PROPOSED SAND FILTER. SEE
1 MANUFACTURER DESIGN FOR
684
SHEET C4-2 FOR DETAILS.
38 LF OF
1 DET 684
1 \ \
36" 0 -RING GASKETED RCP 0 0.50%
1
127 -FBF
680rKFTED
680
51
LF OF
36"
RCP 0
0.50%
676
674
676
674
No
n
a
a
a
N
o
n
o
0
o
n
o
m
�o
m
vi
m
ro
ro
o
m
co
m
of "i
� m
co
0+00 1+00
0+00
13.1—CB TO 13—CB
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
2+00 3+00
-u t
DETAILS.
11—CS TO 10—FES
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
4+00 5+00 6+00 7+00
06—CB TO 00—FES
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
L O L. W
O
T
�tO
NN No
omni
700 m
708
• 2
U .. o
700
M
E>
cE »
"]
U
INF�
E2
cEZZ
696
ACE o
ZZ
696
704
r
ROPOSE
SURFACE
\
700_
692
704
692
EXISTI 4G SUR ACE
704
f-
EXISTI I
688
696
700
35 L OF
688
696
PROPOSED
18" 11CP ® C.50%
8 LF OF
686
696
18" RCP 0
0.60%
696
694
686
0+00
13.1—CB TO 13—CB
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
2+00 3+00
-u t
DETAILS.
11—CS TO 10—FES
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
4+00 5+00 6+00 7+00
06—CB TO 00—FES
VERTICAL SCALE:1"=4'
HORIZONTAL SCALE: 1"=40'
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'�• GENERAL NOTES:
NOTES.
TURNING
1. THIS DUAL PRESENTS ALTERNATIVE TREATMENTS FOR THE SIDES OF THE
SPz f/LANDING
A
_ 1. A GROOVE JOINT T DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE (zx Mex,) \
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT RAMP -RETURNED CURBS, RECTANGULAR WINGS, AND ANGLED WINGS. _ A + + + + +
INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION CONSTRUCTION JOINT IN CR RUNNINGPSLOPE
1/Y RADIUS I..�g 2 _p• EXPANSION/CONSTRUCTION ENSURE RUSH CONDITIONS AT CURB RAMP TO CURER TRANSITION. / A + + + +
I �'j� ADJACENT CURB. A SEALED 1 2" EXPANSION JOIN WILL BE REQUIRED WHERE THE
.L ;• RADIU6 1/2' RPDIUS !� �^ /
t/e' RAMUS I e I J' RAgUS 4' SIDEWALK JOINS ANY RIGID STRUCTURE. 3. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED THE \ B +
2. SIDEWALK SI DRIVEWAY ENTRANCES TO BE 6" THICK, GENERAL GRADE ES.ABLLSHED FOR THE ADJACENT STREET. \
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH 4, CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE + +
FA t/e' RADIUS s " OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE COOT.
'-A'( 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL PEDESTRIANS WOULD NOT TYPICALLY WALK ACROSS THE RAMP, THE +
.� j e e • 1 STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT ADJACENT SURFACE IS PLANING OR OTHER NON -WALKING BURFACE, OR G r THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. IHp� 4)
' INTERSECTING STREETS.
r-6• L_-1- +`1 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
GROOVE JOINT IN SIDEWALK
• I 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
STANDARD 2'-6" CURB AND GUTTER �t'-B�L SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY CURER
l'-6" STANDARD CURB AND GUTTER ENGINEER.
8. JOINT MATERIALS SHALL OMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RETURNED CURBS
1/8" RADIUS RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH. (SEE NOTE 4)
�e01NT FILLER 11508 (200% MAX)
03 Fi/FT/ rc C `[^:'%}-•'"
TRANSVERSE' EXPANSION PROPOSED CURB GUTTER RER /
/ G
2'-0" STANDARD CURB & GUTTER JOINT IN SIDEWALK
PROPOSED 4" CONCRETE SIDEWALK +
sLOPE FOR
GUTTER
VARIABLE DETAILS SHOWING EXPANSION JOINTSG "FR SLOPE "A" = UP TO 1.5% (2.00% MAx)
SUPERELEVATION RATES
IN CONCRETE SIDEWALK SLOPE "B" = UP TO ( MAX)
RECTANGULAR WINGS SLOPE 'C = UP TO 1.
MAX Ax ANGLED WINGS
NOT TO SCALEI NOT TO SCALEI NOT TO SCALE
• CITY OF CHARLOTTE CITY OF CHARLOTTE CITY OF CHARLOTTE PERPENDICULAR CURB RAMP WITH
alAuh.
LAND DEVELOPMENT STANDARDS STANDARD CURB AND GUTTER 1o.17A ©w_LELANDHDLEV 3OPMMEEN�T��ST�ANDARDS CONCRETE SIDEWALKS 10.22 1s awllarrELANDmcELwsoPca�NTiresEANDARDs 10.31816
TJ 2'-6" CURB AND GUTTER
oLTEGTAatE WARNING TO to.3se) NP 2" _SEE NOTE •+ PARKING SPACE PAVEMENT MARKINGS
NON -WALK 5' MIN. OF vm MEs Imn'VREC ON PLAN VIEW
SURFACE TOP OF CONCRETE CURB (BEYOND)
- 0.65' (1.6" TO 2.47 +1� sROUTE-�®
O O O 0 0 0 0 0 O O O O O O O O O O O O 0 0 0 I� (MUST NOT OBsmuCT
1.59. (2% MAX) 1 2" EXPANSION JOINT ACCESSIBLE PARKING REQUIREMENTS
O O O O O O O O O O O O O O O O O O O O O O O - + ETECTABLE WARNING / PCC65IBLE ROUTE) ACCESSIBLE ROUTE
SIDEWALK TRANS ON PANEL - SEE NOTE 5)
. . .
000 00000 0 000 0000 0000 000 ALIGN EDGE WIN!
` ` ` yp TO
O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BACK OF CU°•
_ MATCH ..
O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O AT �A SIDEWALK WIDTH I TOE OF FAMP 4'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LIF TKFRE IS AN
2 MIN. WIDTH OF MAT 6'
Q (1.8" TO 2.47 INTERSECTING RAMP,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +" DISTANCT'SE"pp -1 SEE 2'-6" CURB TURNING
VARY, AAND GUTTER SPACE/VNDING Is
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOTHFDETAIL BELOW SECTION A -A REQUIRED WIN1O O O 0 0 0 0 0 0 0 0 0 O O O O O O O O 0 0 0 CORNERCONCRETE (2x MAxJ
DETECTABLE R.
SIDEWALK CRO55-SLOPE AND
O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O RADIUS (OR TURNING 3- BOWLINE DEPTH RUNNING SLOPE
_ 0 O O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WARNING SURFACE VARIES SPACE IF AT RAMP LOCATION
O O O O ARE SET AT HACK INTERSECTING
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF CURB PLAN VIEW RAMP) EDGE IF
uProsx lNY. M'iwq Is AN
PAVEMEIIT
= V-0" N. WIDTH COVERED WIN DETECTABLE WARNING MMT
- (MATCH WON OF RAMP) OO OO OO OO RAMP RUNNING SLOPE 1/2" EXPANSION JOINT (TYP.)
TRUNCATED DOME PLAN VIEW (8.33% MAX - (= CURB nND.UTER
TO
NOTES. •E OF RAM fix (z.omT w+p + Rey 2'-6" CURB AND GUTTER DETAIL
.
PRPAOEDP �SPA'�CEESS Ba�USR�ES 54TO �BIEV BMINIMUM PUMBMREQUIRED
1 TO 25 1 1
28 TO 50 2 1
51 TO 75 3 1
76 TD 100 4 1
101 TO 150 5 1
151 TO 200 6 1
.1 TO 3DO 7 2
301TO 400 8 2
401 TO 500 B 2
501 TO 1000 2% OF TOTAL IN EMERY 6
ACCESSB. SPACES
1001 AND WFA pgpN P.
OWA 1000 ACCESSBIMW
E SPACE
REFERENCE SECTION IIN OF NO BUILDING CODE
(SEE NOTE 2)
SEE 5 0. NO
OMMMO
CNE OF EVERY
s1X 0) ACCESSIBLE
SPACES, BUT NOT
LESS THM ONE, IS
REOURED TO BE VAN
PCCESSIBILE
, PER
4CCESSIBLE AD -s'.. SECTION 1108.5 OF
ME SPACE NO STATE BUILDING
(OPOON 1) (OPTION 2) CODE
O
aorto
A cc Es419 E 1z"e' NO q'l- fEERVED
PARKING '2.18 RKING Mm�
RESERVED ®
1. ALL DELECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHN1 BE OF A RIGID PRECAST SLOPES POR CURB AND GUTTER DEPRESSION AT DIRECOONA RAMPS
ST OR TRUNCATED DOME SPACING . .� MUIGD ANY
- EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON NON -WALK ` ` N4IE5: PARKING NT_e
= EXISTING RAMPS WITH PRIOR ARPROVM OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. SURFAyE`NOTES: 1. ALL 12.18' ACCESSIBLE SIGNS (87-8 k RT -I) BHML BE MOUNTED AT 7 12'118' TIME
_ RESURFACING). 5' SE NIS DETNL ONLY UNDER THE FOLLOWING CIRCUMSTMICES: FEET FROM GRAIN TO BOTTOM EDGE OF SIGN FACE TMMUTCD). MOUNTING
EN
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN
Y/1' S -FOOT SIDEWALKS WITH CURB RADII GREATER THAu 35 FEET sIoOEMMALN µo6auN onvC�OFiT,cOE SN w�illcN PEDESED'MIwI AE NOTs ExvETWEEGIEo TO
THE WIDTH OF SIDEWAU( LEADING TO BACK OF RAMP. 6 -FOOT SIDEWALKS WTM CURB RADII GREATER THAN 30 FEET u5E - ® _.NA
3. DETECTABLE WARNING SURFACES SHALL EMEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TMVEL 50%-65% OF BASE DIAMETER 9I°II E;"."° ( 8 -FOOT SIDEWALI(5 WITH CURB RADII 9REATm 11M 25 FEET nccE a AKpL1Y CLL M SO.TOC
4. DETECTPBLE WARNING AREA CAN BE PULED SQUARE WHERE USED IN A CURB RADIUS. 18I G.R. HEJNT SIDEWAK 2. DIRECTIONA MP WIN RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING IT gLLf551BLE ROUTE B A RAISED SIDEWPix AflFA THEN RAMPS ARE RfWIflfO ZGAD rvIS LE
TRANSITION STRIP (NON -WAV( SURFACE) IS -DEG DO NOT USE TRIS OETNL IF MERE IS IIARDSCAPE
- 5. TEE ROWS OF WARNING
ARE DOMES IN DETEDTABLE WARNING SURFACES A CURB BE AUGNEO PERPENOICUUR ~ . VARIES 0' TO 8' AT LOADING ZONE AREA MNxTNN NLN. 4' WIDE COMINIpUs PASSAGE ry LGN
TO TME GRACE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING SEE NOTE PANEL - SEE (WALKABLE SURFACE) INSTEAD OF A PIANTNC STRIP. IF A WALKPBLE SURFACE IS PDJACEM pAXIMUM _
SURFACES ARE PROVIDED ON A SURFACE WfTll A SLOPE THAT IS LESS THAN 5 PERCENT, DOME D'2" 1 A~ NOTE 5 TO RAIAP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO - MI INSIFM OF 3. VERTI CLFNNNCE FOR VANS MUST BE GREATER TAI BB -INCHES ENACT' .LDC
ORIENTATION IS LESS CRITICAL RETURNED
CURBS. f250 12.' S0
V Y
I I 3. CONCRETE SHALL BE AT IE E' 3800 PSI. THIS DETAIL 6 TO P�VIDE GENERA GUIpANCE FOR PARKING UYOUT ANp
6. REDTECTA N WARNING AREA SHALL CONTRAST STACEY WITH AOR DM CURER. STREET OR HIGHWAY, OR V� SEE SrNIWAD xa.teO.tOc FOR
PEDESTRIAN ACCESS IS TO SURFACE; EITHER DGM-ON-DARK OR DARK -ON -LLCM. ON ME TRYON STREET p,g-_1,q• CONSTRUCTION JOINT (TYP.) 4. ENSURE FLUSH CONDM EL AT ROMP TO CURER TINNSMON. 4 DESIGN. REFER 10 MANUAL ON UNIFORM D NORT CONTROL DEVICES (MUTCD) ® 9UPPLDIETA SKY! GETUL
- MALL. FRENCH GRAY I$ TO BE USED. 5. EDEA µTRWNSIDONro PEEL PREFERRED ft11NNINI 51L�EOF SIN GI�ELNONS INEDo Yx OF GRACE U.S. DEPARTMOYT U _EMENOTAND N AND NORM X MRA CDMONAEM OF
7. IF PAVERS ARE TO BE USED. PAVERS SHALL BE MINIMUM GOOD PS CONCRETE WITH A 2 -INCH MINIMUM PERSPECTIVE GMSS-SLOPf MAY .% STREET O "E AT BACK OF CURB '-M%99 GWDf >2x. TRANSRION INFORMATION.RPORTTION SUPPLLAIEM AND NC BUILCING CODE FOR ADpITpNe1
THICKNESS, SET ON A THIN -SEF MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE. TRUNCATED DOME SECTION TO 1- (2.0% MAO CROs -SLOPE AT TOE OF RAMP.
B. MATS ARE TO BE RIGID WIN TURNED -DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
B. DIMENSIONS PER NCDOT 848.06 THIS DETAIL IS NOT FOR USE IN ETJ, OR ON NCDOT-MAINTAINED .
NOT TO SCALE STREETSNOT TO SCALE NOT TO SCALE
• CPfY OF CHARLOTTE TRUNCATED DOMES • CITY OF CHARLOTTE DIRECTIONAL CURB RAMP • CITY OF CHARLOTTE ACCESSIBLE PARKING AND
LAND DEVELOPMENT STANDARDS & LAND DEVELOPMENT STANDARDS �I LAND DEVELOPMENT STANDARDS
clunwrl�. IN17.OD&SCHAE WE Err PLAN AND CROSS-SECTION ��jlaIABLOTlE WITH LARGE CURB RADIUS 10.40617 CKUUJDTM IrlcwnescHARLOrrEEra SIGNAGE STANDARDS ;501A13
NOTE: DETAIL TO BE USED FOR • 0R 11
TRANSITION FROM 2'-6" CURB AND B/I6
, 3 18'
GUTTER TO 2'-0" CURB AND GUTTER. 5n B'
E GENERAL NOTES:
is '4 APRRox. If- 6' MM(. _ /e Nc-z 1, STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
[ PLAN DETAILPOOF BOLT WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
CONTRACTION JOINT 8/e/' Ou.. f POST aaT 2 /2-
j BACK OF CURB SEE STD. 10.178 GENERAL NOTES 4 4 �ouIRED� BOUT a Va• '/4 2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
CUAfB RNL i� \L
8 -----7 POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
s'NT'A�TIO�N ' ENTRE WIDTH OF THE STREET.
> 2'-6" CURB AND CURER 3 GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN
- 1 8 CURB AND GUTTER C C
> LIP OF CURER /EDGE OF PAVEMENT BOER v POSTS OF NUT 4U.S.POST.MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U STANDARD
LL
ro I 5
.. .. ... .. .. ... S.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS
- .. " "' TYPICAL ELEVATION 13/18' MN. GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
_ ....... ... ..... ..... jjl HoIE
O•-0• 0'-0' r'.- THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
W B N 8.5
�Hmo-�SEf�STD. 1
1/,gi/17/32 "I I"'4• JM 1--8' 5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
r:1 -FE
-PRO— UYE Q 13 116' MIN. FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
PLAN VIEW '_ _ i DM 1I STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
EDGE OF RWE.BNT-j3 t/4' nEVIRu AXB o 1z' wa HO 8. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
bj - v�ma �NC.D SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPECTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
NOTES: ' 1/e aD/Lr. z 1/2' PosrLOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALTTY, FREE FROM INJURIOUS DEFECTS,
DEAD-END STREET BARRICADE T-4. SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
1. TRANSITION TO BE ALONG BACK OF CURB. 4'Os. yoO eaT
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
NOTE/1 svu/3oe k," s m WITH THIS PLAN.
THIS DETAIL IS NOT A GUARDRAILDETAILFOR
ROADSIDE GUARDRAIL, SEE NCDOT STANDARD n 8. WHERE ADEAD-END STREET REQUIRES GUARD RAL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
_ DRAWINGS 862.01-862.03 DETAIL OF POST T
(SEE STD. 50.08A & 50.088) (ER -1).
APPROVED DATE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• C1TY OF CHARLOTTE CURB TRANSITION • CITY OF CHARLOTTE DEAD END STREET BARRICADE • CITY OF CHARLOTTE DEAD END STREET BARRICADE
h LAND DEVELOPMENT STANDARDS 2'-6°' CURB AND GUTTER TO LAND DEVELOPMENT STANDARDS cCYii LAND DEVELOPMENT STANDARDS GENERAL NOTES
Lauuorrl- INCLUDES CHARIDM Err V-6" CURB AND GUTTER 10.20 �L+I;I�TI'I'c INCLUDES CHARLOTTE E'rr 5O.07A �L+RL -
INCE1mes cHAEIUTrE Eri 50.076
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,��,�'�//� 02 FT FT
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\ EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
1/8" TO 1/4" WIDTH Ru GRO55 5
a. 4' 3" 1.SBRLOP
5' 1" 1 67%
i �.I 6' tTi" 1.56%
e' t-�" t.58R
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_ (� MAY) (zx MUIJ p
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/ �A + • ��/ �� . . .
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03 Fi/FT/ rc C `[^:'%}-•'"
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/ G
2'-0" STANDARD CURB & GUTTER JOINT IN SIDEWALK
PROPOSED 4" CONCRETE SIDEWALK +
sLOPE FOR
GUTTER
VARIABLE DETAILS SHOWING EXPANSION JOINTSG "FR SLOPE "A" = UP TO 1.5% (2.00% MAx)
SUPERELEVATION RATES
IN CONCRETE SIDEWALK SLOPE "B" = UP TO ( MAX)
RECTANGULAR WINGS SLOPE 'C = UP TO 1.
MAX Ax ANGLED WINGS
NOT TO SCALEI NOT TO SCALEI NOT TO SCALE
• CITY OF CHARLOTTE CITY OF CHARLOTTE CITY OF CHARLOTTE PERPENDICULAR CURB RAMP WITH
alAuh.
LAND DEVELOPMENT STANDARDS STANDARD CURB AND GUTTER 1o.17A ©w_LELANDHDLEV 3OPMMEEN�T��ST�ANDARDS CONCRETE SIDEWALKS 10.22 1s awllarrELANDmcELwsoPca�NTiresEANDARDs 10.31816
TJ 2'-6" CURB AND GUTTER
oLTEGTAatE WARNING TO to.3se) NP 2" _SEE NOTE •+ PARKING SPACE PAVEMENT MARKINGS
NON -WALK 5' MIN. OF vm MEs Imn'VREC ON PLAN VIEW
SURFACE TOP OF CONCRETE CURB (BEYOND)
- 0.65' (1.6" TO 2.47 +1� sROUTE-�®
O O O 0 0 0 0 0 O O O O O O O O O O O O 0 0 0 I� (MUST NOT OBsmuCT
1.59. (2% MAX) 1 2" EXPANSION JOINT ACCESSIBLE PARKING REQUIREMENTS
O O O O O O O O O O O O O O O O O O O O O O O - + ETECTABLE WARNING / PCC65IBLE ROUTE) ACCESSIBLE ROUTE
SIDEWALK TRANS ON PANEL - SEE NOTE 5)
. . .
000 00000 0 000 0000 0000 000 ALIGN EDGE WIN!
` ` ` yp TO
O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BACK OF CU°•
_ MATCH ..
O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O AT �A SIDEWALK WIDTH I TOE OF FAMP 4'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LIF TKFRE IS AN
2 MIN. WIDTH OF MAT 6'
Q (1.8" TO 2.47 INTERSECTING RAMP,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +" DISTANCT'SE"pp -1 SEE 2'-6" CURB TURNING
VARY, AAND GUTTER SPACE/VNDING Is
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOTHFDETAIL BELOW SECTION A -A REQUIRED WIN1O O O 0 0 0 0 0 0 0 0 0 O O O O O O O O 0 0 0 CORNERCONCRETE (2x MAxJ
DETECTABLE R.
SIDEWALK CRO55-SLOPE AND
O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O RADIUS (OR TURNING 3- BOWLINE DEPTH RUNNING SLOPE
_ 0 O O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WARNING SURFACE VARIES SPACE IF AT RAMP LOCATION
O O O O ARE SET AT HACK INTERSECTING
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF CURB PLAN VIEW RAMP) EDGE IF
uProsx lNY. M'iwq Is AN
PAVEMEIIT
= V-0" N. WIDTH COVERED WIN DETECTABLE WARNING MMT
- (MATCH WON OF RAMP) OO OO OO OO RAMP RUNNING SLOPE 1/2" EXPANSION JOINT (TYP.)
TRUNCATED DOME PLAN VIEW (8.33% MAX - (= CURB nND.UTER
TO
NOTES. •E OF RAM fix (z.omT w+p + Rey 2'-6" CURB AND GUTTER DETAIL
.
PRPAOEDP �SPA'�CEESS Ba�USR�ES 54TO �BIEV BMINIMUM PUMBMREQUIRED
1 TO 25 1 1
28 TO 50 2 1
51 TO 75 3 1
76 TD 100 4 1
101 TO 150 5 1
151 TO 200 6 1
.1 TO 3DO 7 2
301TO 400 8 2
401 TO 500 B 2
501 TO 1000 2% OF TOTAL IN EMERY 6
ACCESSB. SPACES
1001 AND WFA pgpN P.
OWA 1000 ACCESSBIMW
E SPACE
REFERENCE SECTION IIN OF NO BUILDING CODE
(SEE NOTE 2)
SEE 5 0. NO
OMMMO
CNE OF EVERY
s1X 0) ACCESSIBLE
SPACES, BUT NOT
LESS THM ONE, IS
REOURED TO BE VAN
PCCESSIBILE
, PER
4CCESSIBLE AD -s'.. SECTION 1108.5 OF
ME SPACE NO STATE BUILDING
(OPOON 1) (OPTION 2) CODE
O
aorto
A cc Es419 E 1z"e' NO q'l- fEERVED
PARKING '2.18 RKING Mm�
RESERVED ®
1. ALL DELECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHN1 BE OF A RIGID PRECAST SLOPES POR CURB AND GUTTER DEPRESSION AT DIRECOONA RAMPS
ST OR TRUNCATED DOME SPACING . .� MUIGD ANY
- EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON NON -WALK ` ` N4IE5: PARKING NT_e
= EXISTING RAMPS WITH PRIOR ARPROVM OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. SURFAyE`NOTES: 1. ALL 12.18' ACCESSIBLE SIGNS (87-8 k RT -I) BHML BE MOUNTED AT 7 12'118' TIME
_ RESURFACING). 5' SE NIS DETNL ONLY UNDER THE FOLLOWING CIRCUMSTMICES: FEET FROM GRAIN TO BOTTOM EDGE OF SIGN FACE TMMUTCD). MOUNTING
EN
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN
Y/1' S -FOOT SIDEWALKS WITH CURB RADII GREATER THAu 35 FEET sIoOEMMALN µo6auN onvC�OFiT,cOE SN w�illcN PEDESED'MIwI AE NOTs ExvETWEEGIEo TO
THE WIDTH OF SIDEWAU( LEADING TO BACK OF RAMP. 6 -FOOT SIDEWALKS WTM CURB RADII GREATER THAN 30 FEET u5E - ® _.NA
3. DETECTABLE WARNING SURFACES SHALL EMEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TMVEL 50%-65% OF BASE DIAMETER 9I°II E;"."° ( 8 -FOOT SIDEWALI(5 WITH CURB RADII 9REATm 11M 25 FEET nccE a AKpL1Y CLL M SO.TOC
4. DETECTPBLE WARNING AREA CAN BE PULED SQUARE WHERE USED IN A CURB RADIUS. 18I G.R. HEJNT SIDEWAK 2. DIRECTIONA MP WIN RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING IT gLLf551BLE ROUTE B A RAISED SIDEWPix AflFA THEN RAMPS ARE RfWIflfO ZGAD rvIS LE
TRANSITION STRIP (NON -WAV( SURFACE) IS -DEG DO NOT USE TRIS OETNL IF MERE IS IIARDSCAPE
- 5. TEE ROWS OF WARNING
ARE DOMES IN DETEDTABLE WARNING SURFACES A CURB BE AUGNEO PERPENOICUUR ~ . VARIES 0' TO 8' AT LOADING ZONE AREA MNxTNN NLN. 4' WIDE COMINIpUs PASSAGE ry LGN
TO TME GRACE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING SEE NOTE PANEL - SEE (WALKABLE SURFACE) INSTEAD OF A PIANTNC STRIP. IF A WALKPBLE SURFACE IS PDJACEM pAXIMUM _
SURFACES ARE PROVIDED ON A SURFACE WfTll A SLOPE THAT IS LESS THAN 5 PERCENT, DOME D'2" 1 A~ NOTE 5 TO RAIAP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO - MI INSIFM OF 3. VERTI CLFNNNCE FOR VANS MUST BE GREATER TAI BB -INCHES ENACT' .LDC
ORIENTATION IS LESS CRITICAL RETURNED
CURBS. f250 12.' S0
V Y
I I 3. CONCRETE SHALL BE AT IE E' 3800 PSI. THIS DETAIL 6 TO P�VIDE GENERA GUIpANCE FOR PARKING UYOUT ANp
6. REDTECTA N WARNING AREA SHALL CONTRAST STACEY WITH AOR DM CURER. STREET OR HIGHWAY, OR V� SEE SrNIWAD xa.teO.tOc FOR
PEDESTRIAN ACCESS IS TO SURFACE; EITHER DGM-ON-DARK OR DARK -ON -LLCM. ON ME TRYON STREET p,g-_1,q• CONSTRUCTION JOINT (TYP.) 4. ENSURE FLUSH CONDM EL AT ROMP TO CURER TINNSMON. 4 DESIGN. REFER 10 MANUAL ON UNIFORM D NORT CONTROL DEVICES (MUTCD) ® 9UPPLDIETA SKY! GETUL
- MALL. FRENCH GRAY I$ TO BE USED. 5. EDEA µTRWNSIDONro PEEL PREFERRED ft11NNINI 51L�EOF SIN GI�ELNONS INEDo Yx OF GRACE U.S. DEPARTMOYT U _EMENOTAND N AND NORM X MRA CDMONAEM OF
7. IF PAVERS ARE TO BE USED. PAVERS SHALL BE MINIMUM GOOD PS CONCRETE WITH A 2 -INCH MINIMUM PERSPECTIVE GMSS-SLOPf MAY .% STREET O "E AT BACK OF CURB '-M%99 GWDf >2x. TRANSRION INFORMATION.RPORTTION SUPPLLAIEM AND NC BUILCING CODE FOR ADpITpNe1
THICKNESS, SET ON A THIN -SEF MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE. TRUNCATED DOME SECTION TO 1- (2.0% MAO CROs -SLOPE AT TOE OF RAMP.
B. MATS ARE TO BE RIGID WIN TURNED -DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
B. DIMENSIONS PER NCDOT 848.06 THIS DETAIL IS NOT FOR USE IN ETJ, OR ON NCDOT-MAINTAINED .
NOT TO SCALE STREETSNOT TO SCALE NOT TO SCALE
• CPfY OF CHARLOTTE TRUNCATED DOMES • CITY OF CHARLOTTE DIRECTIONAL CURB RAMP • CITY OF CHARLOTTE ACCESSIBLE PARKING AND
LAND DEVELOPMENT STANDARDS & LAND DEVELOPMENT STANDARDS �I LAND DEVELOPMENT STANDARDS
clunwrl�. IN17.OD&SCHAE WE Err PLAN AND CROSS-SECTION ��jlaIABLOTlE WITH LARGE CURB RADIUS 10.40617 CKUUJDTM IrlcwnescHARLOrrEEra SIGNAGE STANDARDS ;501A13
NOTE: DETAIL TO BE USED FOR • 0R 11
TRANSITION FROM 2'-6" CURB AND B/I6
, 3 18'
GUTTER TO 2'-0" CURB AND GUTTER. 5n B'
E GENERAL NOTES:
is '4 APRRox. If- 6' MM(. _ /e Nc-z 1, STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
[ PLAN DETAILPOOF BOLT WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
CONTRACTION JOINT 8/e/' Ou.. f POST aaT 2 /2-
j BACK OF CURB SEE STD. 10.178 GENERAL NOTES 4 4 �ouIRED� BOUT a Va• '/4 2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
CUAfB RNL i� \L
8 -----7 POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
s'NT'A�TIO�N ' ENTRE WIDTH OF THE STREET.
> 2'-6" CURB AND CURER 3 GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN
- 1 8 CURB AND GUTTER C C
> LIP OF CURER /EDGE OF PAVEMENT BOER v POSTS OF NUT 4U.S.POST.MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U STANDARD
LL
ro I 5
.. .. ... .. .. ... S.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS
- .. " "' TYPICAL ELEVATION 13/18' MN. GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
_ ....... ... ..... ..... jjl HoIE
O•-0• 0'-0' r'.- THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
W B N 8.5
�Hmo-�SEf�STD. 1
1/,gi/17/32 "I I"'4• JM 1--8' 5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
r:1 -FE
-PRO— UYE Q 13 116' MIN. FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
PLAN VIEW '_ _ i DM 1I STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
EDGE OF RWE.BNT-j3 t/4' nEVIRu AXB o 1z' wa HO 8. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
bj - v�ma �NC.D SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPECTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
NOTES: ' 1/e aD/Lr. z 1/2' PosrLOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALTTY, FREE FROM INJURIOUS DEFECTS,
DEAD-END STREET BARRICADE T-4. SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
1. TRANSITION TO BE ALONG BACK OF CURB. 4'Os. yoO eaT
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
NOTE/1 svu/3oe k," s m WITH THIS PLAN.
THIS DETAIL IS NOT A GUARDRAILDETAILFOR
ROADSIDE GUARDRAIL, SEE NCDOT STANDARD n 8. WHERE ADEAD-END STREET REQUIRES GUARD RAL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
_ DRAWINGS 862.01-862.03 DETAIL OF POST T
(SEE STD. 50.08A & 50.088) (ER -1).
APPROVED DATE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• C1TY OF CHARLOTTE CURB TRANSITION • CITY OF CHARLOTTE DEAD END STREET BARRICADE • CITY OF CHARLOTTE DEAD END STREET BARRICADE
h LAND DEVELOPMENT STANDARDS 2'-6°' CURB AND GUTTER TO LAND DEVELOPMENT STANDARDS cCYii LAND DEVELOPMENT STANDARDS GENERAL NOTES
Lauuorrl- INCLUDES CHARIDM Err V-6" CURB AND GUTTER 10.20 �L+I;I�TI'I'c INCLUDES CHARLOTTE E'rr 5O.07A �L+RL -
INCE1mes cHAEIUTrE Eri 50.076
Z
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o
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SHEET NUMBER U
C 10-1

ACCESSIBLE RAMP - PRIVATE COMMERCIAL VARIANTS
FOR LATE WINTER AND
nll AMFNDMFN S:
EARLY SPRINGY•.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
NOT TO SCALI
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
mulQ8t:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SEF NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DUMTON
TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
MAINTENANCE:
LAZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION
EROSION OR OTHER DAMAGE
JAN. 1 -MAY 1
T=1.5' MIN.
FOR SUMMER:
sDTL AMENDMEN S:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE:
AND 750 LB/ACRE 10-10-10 FERTILIZER
GERMAN MILLET - 40 LB/ACRE
MULCH;
(A SMALL -STEMMED SUDANGRASS MAY BEAPPLY
4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
SFFMNO DATES:
TOOL
MAV 1 -AUG. 15
MAINTENANCE:
REFERTIUZE IF GROWTH IS NOT FULLY ADEOVATE. RESEED, FERTIU2E AND MULCH IMMEDIATELY FOLLOWING
D
EROSION OR OTHER DAMAGE
FOR FALL:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE:
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACREMULCH:
HO
Fn a
3.1N.AR
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
AUG. 15 - DEC 30
ANCHORING TOOL. A DISK WITH BLADES SEF NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
MIN.
REPAIR ANDFREFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WNH 50 LB/ACRE OF NITROGEN IN
2. REFER M STD.
130.19 FOR
BAFFLE SPACING
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
8,579
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL UMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED. AND THE RATES OF APPUCAFON OF UMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURMRASS.
•
CITY OF CHARLOTTE
MNx = A'S'
SKIMMER
DEWATERING
DEVICE
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
©IAHIATTI.
INCLUDES CHARLOTTE ET!
REGuiRED
30.17 9
4 t.✓44 :tS
�::%<ev.; 3;4d\{:'vW»iA:t;�`.4v✓'�4iS...,,., SIC.,..,.. .f,:••''',t:,::
✓n L � 4 t"{ 4 t _
nRunNr'nnLnnnnHnunlLlrHUHL -: -
nnnnnnn117 W n=lrnnnnnnl nil -I rl
II=.II II II 11-11 II II II II II II II II Ir II II..II I II -II
=I1=11 II I 11 R=11 II II. 'I -11=11
II n 11 R
=.11=11 II -II II 11 I.II:� II If I 11-1
1. �­ TTILTER�FASRIC BE USED WHERE SILT FENCE IS M REARN FOR A PERIOD OF
DRE
2 STEL POSTS SHAT BE 5'-O• IN HOGHT AND BE OF TILE SEF -FASTENER ANGLE STEEL
3. MRN SILT FENCE UP SU)PE AT ENDS.
a 5 REUIRE Al BACK W SLr FENCE WHEN -1C B
M SWIM BUFFERS. STIR S OR
ENNIRowuFER
ii METN­ s2UOR O MEM. ERamroR ISu�E�oENronlF cnlTNioxuoF
5, DRANAGE AREA OM NOT BE
OF FENCE.
6. SW
E UENGo SC N NOT
CON EEDOL CRNNIRI AND
N IN TABLE 66.IT NOM CAROUNA
7. DMO NOT IN O �SEDIIMENT INCE ACROSS STREAMS DRONES. -EOR OTHER
EAS OR
RECUIRED 010) CROSS-SECTION VIEW
BAFFLES
NOT TO SCALI
•
CITY OF CHARLOTTE
�i
LAND DEVELOPMENT STANDARDS
TEMPORARY SILT
FENCE
OLU11,13m
INCLUDES CHARLOTTE ETJ
T=1.5' MIN.
DEWATERING_______
30.06A15
T
PLAN VIEW
_ _
I_
____
NOTES:
KIMOE51Gx
I
CRrtERu
1. REFER TO
NCESCPDM
SECTION /6.64
D
RR
xoun(WD6AE5TMu
(ACRS)
10 nc
INFLOW
EMBANKMENT
10.
FOR ADEITIONA
DESIGN
6PECIFlCATONS
REGARDING
SKIMMER SEDIMENT
BASINS.
HO
Fn a
3.1N.AR
DurvAaiirij
Iry DRAIN GE DFNIUm WIN VOLUME
BM MEA S ES aO CUBIC R CUBO E.
MIN.
2. REFER M STD.
130.19 FOR
BAFFLE SPACING
SEII 6.08 6.08 26.4 10,908 25,270
8,579
M a
&1
AND INSTAIIATION
MNx = A'S'
SKIMMER
DEWATERING
DEVICE
SPILLWAEMERGEY
3. SKIMMER INVERT
ELEVATION =
WIN B070M i
MIN
(QU
REGuiRED
PER AC.
DDOUROm)
TOP of PRIYMI
BPIMWAY
4
LENGTH, L
(10' MIN.)
'
4. H - SPILLWAY
ELEVATION -
SKIMMER DIVERT
SKIMMER
.NFACE(SO
AREA
ERat S
ELEVATION
RECUIRED 010) CROSS-SECTION VIEW
BAFFLES
1' FREEBOARD
6' MAX. DEPTH
OF FLOW
EMBANKMENT
INFLOW BAFFLES
OVER EMERGENCY SPILLWAY
T=1.5' MIN.
DEWATERING_______
ZONE
_ _
I_
____
________
__ ___ H=2' MIN.
EMERGENCY
SPILLWAY
FILTER FABRIC
CLEANOUT DEPTH (H/2) 1 SEDIMEN
RR
xoun(WD6AE5TMu
SKIMMER ARM ANT -SEEP
LENGTH - H x 1.5 G.-
STORAGE
(MIN. 5')
DATA BLOCK
DurvAaiirij
Iry DRAIN GE DFNIUm WIN VOLUME
BM MEA S ES aO CUBIC R CUBO E.
BASIN S
(SOILEO
E MFA ER ogiMMER
RFM50 E. PTH `T) (BLED (FEE) (FIIT) Q!M (TEED IOWA _ER DIAAFlEIER
K12
SEII 6.08 6.08 26.4 10,908 25,270
8,579
12,088
2 4 5 1 2 1 20 1 3 in 2.8 in
•
CITY OF CHARLOTTE
NOT TO SCALE
.CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
SKIMMER
SEDIMENT BASIN
30.02A 15,
B4II5;
1. ASTABIUZED ENTRANCE PAD OF 2-3' OF WASHED STONE AND/OR RNIRCAD BAUL SHALL BE LOCATED WHERE TRAFFlC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A PUBLIC STREET.
ANGLE RON
2. FlLTER FABRIC W COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR ROWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY S
REWIRE PERICDIC TOP DRESSING WITH ADDITIONAL STONE AS CONO IONS WARRANT AND REPAR OR CEEANOUT OF ANY MEASURES USED M TRAP SEDIMENT.
0 0 0 0°0000°O° i oo° 0000000000000000000000°0°0°0°0(
4. ANY SEDIMENT SPILLED. IXtOPPED, WASHED. OR 1RACKEO ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. MY AGGREGATE iRACKm INTO THE ROADWAY MUST BE m 3' E SHEELTT =
SWIFT BACK ... ON A NIGHTLY BASS III- ,-I I I- �
Ill O
_ - - _
S WREN IZEDWHEELS MUST BE DRAND TO REMOVE SmIME S AIME TO ENTERING A NBUC STREET. WREN WASNINC IS REQUIRED. IT SMALL BE DONE IN AN AREA - _ - - - - _ _ - -
I
APPROPRIATE, III- s -� l i-� I I_I I I III I I� I I II -I I_I � I_
STABILIZm WTN CRUSHED STONE WHICH DRAINS INTO AN AFPROVED SEOMFNT BASIN SEE SID. N0. 30.11 B.
6. MDT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (SID. 10.24 k 10.25) TO ACCESS THE CONSTRUCTION SITE IF AHE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANYNOTEMAY BE I-
SIPEET WITH AN EOETNG SIDEWAUC TO REMAIN WEN DURING CONSTRUCTION. HAULING WILL BEE -III- : D WHERE EXT-NEGONE.
7. FOLLOW WORK AREA TRAFFIC CONI HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSON.
its
m>»
- 100' MIN. - 1
PUBLIC STREET T■
ENSTING BROUNI I I-111 I I I I 1 I 1=1 SOIL SiPBILIZATON FABRIC IN 6' PVC PIPE M SEDIMENT TAP
UNDER 1T OF WASHED STONE
A A ET'.' OF WASHED STONE
IX. LONG 0O.11A
100' MIN. DRIVLVYAY APRON
Wm1
BACK W WRB
SDEWALx AT o 0 000
F RETAINED DURING
0000000-
( 0
2-J' OF WASIm 0°0°0°000
-- ---------- ~ CWSTPUCTON.) STD. -11A N'.
10.
o°o°o°o°
'm o°o°o°o°o
WATER SUPPLY
NOT TO SCALE 1�,/ NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE CONSTRUCTION ENTRANCE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE �! LAND DEVELOPMENT STANDARDS
CHARLUrFE INCLUDES CHARLOTTE ET] 30.1 1 A 1 s CIWIIA77E 1ncLwes cHARIUTTE ETJ TIRE WASH 30.11 B 1 s
OFSOR, MEN
Y� GENERAL NOTES: 51E MAK
1. DRIVE 5' STEEL PORT AT EEASTW FlCLOTH
iL��t JET ,rvcoar A5 aRFl95�)� `a D CC -ED S'
[c`V 24' INTO SOLID GROUND.
2 USE STAPLES V APART
HORIZONTALLY AND FAB IY
TH
TO ATTACH E FILTER FABRIC
I_
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.II�(
Fes^ x 4. THE FLOOR W THE BASIN IN I I
° \ I THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
/
IMMEDIATELY
81G1FlLL
/ fARI'H S 5. REFER TO NCESCPDM SECTION
gER 1 x #6.65 FOR ADDITIONAL
SPECIFIATONS,
0//, GENm MI EARN FILTER 0 A MNMENANCE NOTES: CH S UTE MO HARDWARE CLOTH SEAL. BE 16 INCHS NIGH BUT m TER OUNIFS SHALL BE INSPECIm BY THE nwNCNLY RESPONSIBLE PART W
\x- /x TRUER Tux t6 INCHES PNOLON¢U HNNFP.IL. gEPNR9 NIEEOmS OPLL BE WOE IMIEDNTELTC
x HARDWARE CLOTH SHALL BE-TOREDTTO WE STEEL POSTS SEWREY USING
APPROPRIATE ANCITORS. m IN A MINIMUM OF 12 INCHES E STONE SHAT BE REPLACED PROW- AFTOR MY EVENT THAT HAS CLOScm
OYPICAL
OR EWWNEB 6 6� PosT 2 BE IN 9NAETMAS D 8ACHFILLm PROFEMY M S SOWN BIN ABOVE DEAL. NNRDWARE CLOW M 2 OR REMDVm rt.
DD N #SO.O9 (19 o.WCE. /4' INS). DEYOSDS SHWW EE REMOVED WHEN DEPOSITS REACH HALF AHE HILT
3. POSTS SHALL BE NO MORE TORN 4 FEET APMF. 3 OF THE &RARER. DEPOSITS REMAINING IN PULE AFTER THE SILT
FENCE OMET IS REASONED ISIWI BE DRESSED TO CONFORM TO THE E)D­
4.
DIRECTION OF THE
ANY
PONT SwN1 CON- FLOWS ME ANTICIPAMD AND AT WE E. PRERMm AND SEEDED.
SEEDED.
IN TRN.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION
CHANA77E INCLUDES CHARLOTTE ETJ
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHILL BE CLEARED, GRUBBED, AND STRIPPED W ANY VEGWTMN AND ROOT MATERA_ THE BASIN AREA SEAL_ BE CLEARED.
2. THE A L MATERUL FOR THE EMBANKMENT SEAL BE FREE OF ROOTS OR OTHER WOODY VEGETATON AS WEL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATEPoAL THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
ODIN UMD. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. AL SPIV W SHODm BE LINED AND/W RIFRAPPEO.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED M ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ILCUMUTATFD TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUGH A LIANNER THAT IT WILL NOT ERODE
4. THE TRAP SHAH BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
S. CONSTRUCTION OPERATON SHAT BE DRNm OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTON IS MINIMIZED.
e. ALL CUT AND FlLL SCORES SEAL BE 21 OR ATTER, UNLESS CERTIF. BY REGISTERED MOTEHICAL ENGINEER.
7.NEMBAN
E PRDNDED WITH EROSION CONTROL AND STABNZATON.
8. STORAGE PRD MAY BE CONSINUCTEO IN MY SHAPE ARCADED THE MINIMUM STORAGE VOLUME REQUIREMENT 5 MET. THE WIN BHOULD
ALSO BE ORIENTED SUCH THAT THE F_ AND
THE MAIN FLOW OF WATER AND SEDIMENT ARE ON WPOSTE ENDS ON THE LONGER WIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE WIN WIDTH, M ALLDW FOR SETTLING.
BAFFLES SHALL BE INSTNIED IN AL_ BASINS.
11. CLEANOUT STARES SHALL BE PIACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN AHE BASIN. THE STAKES SEAL BE MARKED
SHOWING THE HALF MUI CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED MOUND AL SEDIMENT BASINS.
13. FOR GESIGN OF SEDIMENT BASINS, REFER TUNNN'NjO TREEF I AND MID ON MMRON
NORTIH COUNA DEPARTMENT OF ENMENT AND NATURAL RESOURCES,
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE SLOPE TERRACING WILL SE REQUIRED.
15. THE BERM ON SEGMENT BASINS SKAL BE MEDED ONCE FINAL GRADE HAS BEEN REACHED, TME SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GEMS HAS MRMIIATEO AND STABLE GROUND BS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
THE TIE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE
�LAND
DEVELOPMENTHARCITY OF CLOTTE
STANDARDS SILT FENCE
©LARIATTE. INCLUDES CHARLOTTE ET! OUTLET
PJC ENI
PVC
ARM ASSEMBLY
•C• ENCLOSURE
WATER ENTRY UNIT
PERSPECTIVE VIEW
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSY-DIA EROSION AND SEDIMENT POLLUTION CONTROL NANUAL, MARCH 2OD0.
H• REFERS TO THE HEIGHT FROM INVERT OF FLIXIBLE HOSE ON SKIMMER M THE INVERT OF THE PRIMARY SPILLWAY.
• CITY OF CHARLOTTE • CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS GENERAL NOTES -SEDIMENT BASINS dD LAND DEVELOPMENT STANDARDS
CHARLOTTE INCLUDES CHARLOTTE ETJ I CHAHIAITEE INCLUDES CHARLOTTE III
SKIMMER
m
NOT TO SCALE
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SHEET NUMBER
C11-1

IS I PUN
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM
Y ©L+�I-I� INCLUDES CHARLOTTE ETJ
-• III : -III
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GENERAL NOTES:
1. VIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 UNE WIRES WITH 12- STAY SPACING.
Z PW POD OF MDRE FILTER ABRIC BE USED WHERE SILT FENCE 5 TO REMAIN MR A
3. STEEL POSTS SHALL BE 5'-0- IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEL TYPE.
4. WIRE FENCING SHALL BE AT IEASF Eio GA(E WITH A MINIMUM OF 5 UNE
WIRES WITH 6• STAY S-
5. TURN 91-T FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PVNS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERDCAL (2:1 SLOPE)
7. ORNME SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING
Is ADJACENT TO SWIM BUFFERS STREAMS OR WETIAHOS (REFER To $NIM
BUFFER ""N 1HGOLDR ORANGE 6 RESERVED FOR VISUAL
IDENTIFICATION OF R&M -LY SENSITIVE AREAS.
S. nWNAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 R OF
FENCE
9. SLOPE LENGTHS CAN NOT EXCEED CRIMM SHOWN IN TABLE 6.62A NORTH
GRg1NA EPOSDN PND SEDIMEM WNTROL PLVININO AND DESIGN MANUAL
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAB OF CONCEmRATED ROW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
QIABLO"I'Ee. INCLUDES CHARLOTTE ETJ
51EM POST
VIRE FENCING
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MAINTENANCE NOTES:
1. nI-TER BARB RE SHALL BE INSPECTED BY THE FINPNCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RANFAM AND AT LEAST DAILY DURING
PROLONGED RNNFALL- ANY REPNRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO INE END OF
THE IX EEnm USABLE LIFE AND THE BARRIER STILL 15 NECESSNRY, THE
EFANVIC
RE -ED PROM -
3. SEDIMENT DEPOSITS SHOVID BE REMOVED WHEN DEP09TS REACH HALF THE HEIGHT
OF 1HE BARRIER. AHY SEDIMENT DEPOSITS REMNNING IN PV.CE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE.
PREPARED AND SEEDED.
HIGH HAZARD
TEMPORARY SILT FENCE
NOTE:
1. DITCH SHOULD HOVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
• CITY OF CHARLOTTE
� LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH
CHAHLOTM INCLUDES CHaUTITE ETJ
DIVERSION QTCH ANDCABCK DAM DATA TABLE
FCB
KEY/ANCHOR MATERIAL AT
Min. Depth
Calculated
TOP OF SLOPE.
Berm
Type
Velocity"
uCIMIN.
SPACING ttP.*
stress
Shear strew^
No.
NTdterMl
Ditch/ Ditch Side
Bottom
GENERAL NOTES:
Max. Ditch
36" MIN. SPACING NP.* C
Composite
Tc
Intensity
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
0.55
/
DIRECT CONTACT WITH THE SOIL.
Max. Calculated Check Dam
7
DO NOT STRETCH.
-
/
2. ' DIMENSIONS SHOWN ARE
Area
C -Value
MINIMUM, MANUFACTURED
_
Qt0
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
of Flow"
6:.
MEr.
Height
OVERLAP
3. SLOPE SURFACE SHALL BE FREE
(ft.)
IN SLICE
OF ROCKS, SOIL CLODS, STICKS,
U
DS150 or
GRASS. MAT/BUNKETS SHALL
JE
Wo
HAVE GOOD SOIL CONTACT.
(ft)
(ft)
4. THE DETAIL SHOWN IS FOR SLOPE
s _
Required
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
2.0
i WATER TABLE
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
E
0.60
5.00
7.26
13.37
0.03
i,
0.55
6.58
i E
NON -WOVEN GEOTEXTILE FILTER CLOTH
o
FABRIC 4' ABOVE SOURCE WATER.
DD5
C0
I
6.56
70.00
0.50
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
235
Greater
NOT TO SCAL
•
CITY OF CHARLOTTE
DD2 1,51 Deep 3:1
2.0
0.50%
10.90%
LAND DEVELOPMENT STANDARDS
EMBANKMENT MATTING
DETAIL
m
fH1ARJpJ'1'E.
INCLUDES CHARLOTTE ETJ
0.73
30.20 1
I
i 5
GENERAL NOTES:
1
TRAPEZIODAL
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
=
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
DD3 I5 D -P 3:1
20
O
l 5
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE I�I
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
I s wWxm sroxE
0.60
5.00
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
1.31
0.03
D o
oWaaMP
0.29
a
0.50
1
TRAPEZIODAL
T
- g
'I=By A MAXIMUM SPACING _ B
n E
_ � = 1�III_III�111=111111 rro
=1'L='II_LI_1_
DD4 15 Deep 31
A AND B ARE AT EQUAL ELEVATIONS
0.50%
7.35%
_ o
CROSS SECTION
5.00
IS I PUN
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM
Y ©L+�I-I� INCLUDES CHARLOTTE ETJ
-• III : -III
. III.::... ..II... _.::...
3'sIIL'stXP.::' ±It:
III 111
II II 119r a T R 7TI
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GENERAL NOTES:
1. VIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 UNE WIRES WITH 12- STAY SPACING.
Z PW POD OF MDRE FILTER ABRIC BE USED WHERE SILT FENCE 5 TO REMAIN MR A
3. STEEL POSTS SHALL BE 5'-0- IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEL TYPE.
4. WIRE FENCING SHALL BE AT IEASF Eio GA(E WITH A MINIMUM OF 5 UNE
WIRES WITH 6• STAY S-
5. TURN 91-T FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PVNS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERDCAL (2:1 SLOPE)
7. ORNME SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING
Is ADJACENT TO SWIM BUFFERS STREAMS OR WETIAHOS (REFER To $NIM
BUFFER ""N 1HGOLDR ORANGE 6 RESERVED FOR VISUAL
IDENTIFICATION OF R&M -LY SENSITIVE AREAS.
S. nWNAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 R OF
FENCE
9. SLOPE LENGTHS CAN NOT EXCEED CRIMM SHOWN IN TABLE 6.62A NORTH
GRg1NA EPOSDN PND SEDIMEM WNTROL PLVININO AND DESIGN MANUAL
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAB OF CONCEmRATED ROW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
QIABLO"I'Ee. INCLUDES CHARLOTTE ETJ
51EM POST
VIRE FENCING
z
GRFHT{W.>.sam -r
4"
h�
MAINTENANCE NOTES:
1. nI-TER BARB RE SHALL BE INSPECTED BY THE FINPNCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RANFAM AND AT LEAST DAILY DURING
PROLONGED RNNFALL- ANY REPNRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO INE END OF
THE IX EEnm USABLE LIFE AND THE BARRIER STILL 15 NECESSNRY, THE
EFANVIC
RE -ED PROM -
3. SEDIMENT DEPOSITS SHOVID BE REMOVED WHEN DEP09TS REACH HALF THE HEIGHT
OF 1HE BARRIER. AHY SEDIMENT DEPOSITS REMNNING IN PV.CE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE.
PREPARED AND SEEDED.
HIGH HAZARD
TEMPORARY SILT FENCE
NOTE:
1. DITCH SHOULD HOVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
• CITY OF CHARLOTTE
� LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH
CHAHLOTM INCLUDES CHaUTITE ETJ
DIVERSION QTCH ANDCABCK DAM DATA TABLE
FCB
Max. Calculated Permissible
Min. Depth
Calculated
Permissible
Berm
Type
Velocity"
Velocity^
of Fl.. -Shear
stress
Shear strew^
No.
NTdterMl
Ditch/ Ditch Side
Bottom
Min. Ditch
Max. Ditch
Drainage
Composite
Tc
Intensity
Peak Flow
0.55
Max. Depth
Min. Depth
Max. Calculated Check Dam
Phase of
Berm Dimensions Slopes
Width
Gradient
Gradient
Area
C -Value
(min)
(in/hr)
Qt0
Manning's
of Flow"
of Flow"
Velocity-
Height
Construction
No. (H:V)
(ft.)
(ac)
(%)
(a c)
DS150 or
1.59
6.00
Wo
"n""
(ft)
(ft)
(fps)
(ft)
Required
DD1 1513.p 3:1
2.0
0.50%
6.67%
3.07
0.60
5.00
7.26
13.37
0.03
1.03
0.55
6.58
1.50
1
TRAPEZIODAL
DD5
SC150 or
6.56
70.00
0.50
2.31
235
Greater
DD2 1,51 Deep 3:1
2.0
0.50%
10.90%
1.47
0.60
5.00
7.26
6.40
0.03
0.73
0.33
6.38
1.00
1
TRAPEZIODAL
DD3 I5 D -P 3:1
20
0.50%
0-80%
a30
0.60
5.00
7.26
1.31
0.03
0.32
0.29
1.59
0.50
1
TRAPEZIODAL
DD4 15 Deep 31
2.0
0.50%
7.35%
2.32
0.60
5.00
7.26
10.11
0.03
0.91
0.47
6.39
1.00
2
TRAPE7lODAL
DDS 1.5 �p 3:1
2.0
0.50%
7.40%
2.65
0.60
5.00
7.26
11.54
0.03
0.96
0.50
6.56
I GO
2
TRAPELODAL
Mennirlg's "n" roughness cceilcient from M...lacturer Specification Sheet.
41"..
"' From Bentl Flowmaster channel deli . soRware.
Ditch/
FCB
Max. Calculated Permissible
Min. Depth
Calculated
Permissible
Berm
Type
Velocity"
Velocity^
of Fl.. -Shear
stress
Shear strew^
No.
NTdterMl
(fps)
(fps)
(ft)
(1byflz)
(IbsHtz)
DDI
C1256N or
6.58
10.00
0.55
2.29
235
Iftl
Greater
Ictal
ITU-)..
DD2
C125BN or
8.38
10.00
0.33
2.24
2.35
CMP
Greater
SD2 1.5
33.33% 686
680
1.47
6.4
DEG
DS150 or
1.59
6.00
0.29
0.14
1.75
0.30
Greater
1 9.62
1200
1 CMP
1
Lased of of 1 O -year, 5 -minute
DD4
C1256N or
6.39
10.00
0.47
2.16
2.35
From Bentley Flowmaster channel design software.
Greater
DD5
SC150 or
6.56
70.00
0.50
2.31
235
Greater
"Permissible VElocity
and shear stress for temporary
ditch liners
from North American Green RollMax Specifications
"' From Berdly Flowmaster channel
design software.
:alculate Skimmer Size
SLOPE DRAIN DATA TABLE
asin Volume in Cubic Feet
6,600 CMI`t
Skimmer Size 2.0
Inch
op. Drain Diameter
Slope Upstream
Downstream
Drainage
Peak Flow
Discharge
Length
NTdterMl
C.-Ir-tlo
No. (ft)
I%) Invert Be,
Invert Ele V.
Area
pia'
Velocity
(ft)
Ph -
(ft)
Iftl
lac)
Ictal
ITU-)..
SDi 1.533.33%
685
680
3.07
13.4
6.16
15.00
CMP
1&2
SD2 1.5
33.33% 686
680
1.47
6.4
5.51
18.00
1 CMP
1&2
SD3 1.5
5ODv/. 1 693
690
0.30
1.0
1 9.62
1200
1 CMP
1
Lased of of 1 O -year, 5 -minute
stoml event and C Value of 0.45
From Bentley Flowmaster channel design software.
:alculate Skimmer Size
asin Volume in Cubic Feet
6,600 CMI`t
Skimmer Size 2.0
Inch
lays to Drain*
3 Days
Orifice Radius 0.8
Inch[w
Nc assume 3 days to drain
Orifice Diameter 1.6
Inch[ei
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
NLET. SPACE POSTS EVENLY AROUND 4' MAX.
THE PERIMETER OF THE INLET, A 9 -GAUGE HARDWARE CLOTH
MAXIMUM OF 4 FEET APART. "'--"--' ""'-"'-' - (J" MESH OPENINGS)
3. SURROUND THE POSTS NTH WIRE -----"'---_ I
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TDP, MIDDLE, AND
BOTTOM. PLACING A 2 -FOOT FLAP 3
NCDOT #5
OF THE WIRE MESH UNDER THE E OR #57
W
GRAVEL FOR ANCHORING IS WASHED STONE 2'
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 16" MIN.
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES - -----
MOUND THE WIRE. AND SMOOTH TO
AN EVEN GRADE. 2'
5. ONCE THE CONTRIBUTING DRAINAGE 1
AREA HAS BEEN STABILIZED, REMOVE NCDOT #5 OR #57
ACCUMULATED SEDIMENT. AND WASHED STONE
ESTABLISH FINAL GRADING
ELEVATIONS. FILTERED
6. COMPACT THE AREA PROPERLY AND WAT
STABILIZED IT WITH GROUNDCOVER.
NOT TO SCALE
e• CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL
m LAND DEVELOPMENT STANDARDS INLET PROTECTION
(3LUUD'rJ'E. INCLUDES CHARLOTTE ETI 30.09 1
GENERAL NOTES
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
WH N THE SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THESTRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT AFTER EACH STORM EVENT
AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION ARE MINIMIZED.
S. THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABIUZED WHEN THE DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
1
tr
WASHED S'DNE /
osoels eltiseeE:.."
A�
STORAGE
AREA
6TpiAGE H e
AREA CiY11J
CATCH
BASIN
PLAN VIEW /
<
W MIN.
CATCH
BASIN
1-1
SECTION A -A
NOT TO
I OF 'H
LANDCITY
DEVELOMENTSTANDARDS STONE INLET PROTECTION
OBANAJ7TES CHARLOTTE ETJ 30.08
SECTION
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GFAIE
I- RE8•a FOR
RDN)tlAL FROM IN -
FUER aAG .I.N. ami N. sQUIRED iREwETsusm ON
WNP LOOPS WTER FLOW slWl BE PLACED B..6TNTR
WILL Nor MIRLr Gm Run STORM
cuesOFENGPENNG IS GBSTRUDTm.
d1CH aASN� I
I� I ' i, DDIIEr
1, 4 -
INSTALLATION
• CITY OF CHARLOTTE
� LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION
QJAftLOTTE. I INCLUDES CHARLOTTE ETJ 30.1 5 1 3
r
Knowwhafa below.
Call before you 1
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SHEET NUMBER
C11-2

ALTERNATIVE
Q
Z
0
wQ
w L)
12' MIN OF NCDOT #5
W=5'
MIN.
Z ry 0
Z
Q o Lu
=W O
w
Q�
a
w d
TEMPORARY SEDIMO+r rRAP
OR #57 WASHED STONE
—.
------ --- —-------
T- 1.5' IN.
---
•
•
CD `o
Knowwhafs below.
U
SHEET NUMBER
C1 1-3
p
TEMPORARY DNERSI)N
CRITERIA
3600 CU FT /ACRE
-oLJ ✓o
-
DRCH SEE CLDSM #30.05 ORNNACE
SEE NOTE 1 J OR FLATTER
2
10' MAX.
ARu < 1 AC.
(ACRES)
5' MAX
H
LrER MmA (sTE NGrE z)
10' CONSTRUCTION
MIN.
LENGTH ro 2:1
HIGH ACCESS
Mno
9Li FENCE AS NfmEO
UUR
HAZARD
1' 1.5 MINI'
SILT FENCE �1 OR FLATTER
��
Z
SEE CLDSM
2
MIN. (CLL rr.
O
#30.06B IN 10' MAX.
VOLUME PER n0.
REQUIRED DISTURBED)
FILTER
FABRIC
2PoY
WIRE MES
NS
SURFACE (�. iT.
AREA PER CFS DESIGN SETTLED TOP
REpUIRED
OVERFILL FOR
VTGETAmE RUFFm
lER LEVEL
010)
21" MM�
—"
JI
/SETTLEMENT
NOTE:
NOTES: ALTERNATIVE 2:
10 MAX
of
1. PRIOR TO INSTALUITON, MANUFAONRFR SPECIFICATIONS OF FlLTER MEDIA SMALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
1. IF DIVERSION DITCH USED, IT SHOULD
3' WIDE BENCH
FLATTER
LET:
5' MAX FILL? L=10' MIN.
'.` OeC`
y� pj-
EMERGENCY
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
Z
FLOW INTO SEDIMENT BASIN ROCK SEE NOTE 2 __ _ - �' BY-PASS 6"
# - 2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED F7 MEOW PRESSURE RATING.
CHECK DAM, OR SLOPE DRAIN �� 1. REFER TO NCESCPDM T F, BELOW
0.59.
SECTION #6.60 FOR
2' TO 3.5'
y;°�
SETTLED TOP
3. FILTER MEDIA MAY BE, BUT NOT UMITEO T0, SAND MEDIA FILTRATION DEVICES,
2. BENCH SHOULD BE GRADED AT 0% —� ADDITIONAL DESIGN ; OQ OF DAM
10' CONSTRUCTION , } RATED FlLTER FABRIC BRCS OR POLYMER BASED DEWATERING PRACTICES.
SPECIFICATIONS 5
LONGITUDINAL SLOPE (ON -CONTOUR) HIGH
ACCESS
HAZARD
SILT FENCE
j1OR
REGARDING TEMPORARY __ ___
SEDIMENT TRAPS.
FILTER FABRIC X=7' MI
e1'
NATURAL GROUND
4. PUMP STRMNER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
SEE CLDSM
1 OR FLATTER
2
2. REFER TO CLDS
#30.066 IN
MAX.
STANDARD #30.19 FOR
BAFFl.E SPACING
FDIxr
L .
WIRE MES
DATA BLOCK
NOT
TO SCALE
w
.�
w o
TRAP No. DAR. ­UDE
MEP AREA p,a
(ACRES)ACRES
RE O PROVIDED REO IRED FRONDED
CUBIC FT. CUOC FT. Sb FT. Sp
cl&wolrr x
DEPTH (Fi.) (FEET)
L r w
(FEET) (FEET) (FEEO (FEET)
Q
SB -1 0.83 0.83 3.8
2,988 8,060 1,573 3,904
2 4
15 1.8 14 15
h U �
NOT TO SCALE
NOT TO SCALE
• CITY OF CHARLOTTE
�� < a y ..
• CITY OF CHARLOTTE
CITY OF CHARLOTTE
c(Yh LAND DEVELOPMENT STANDARDS EROSION C0NTR0L
DEWATERING
o N
LAND DEVELOPMENT STANDARDS SLOPE
STABILITY
�� LAND DEVELOPMENT STANDARDS
TEMPORARY
SEDIMENT TRAP
(�L,+T�L(rLTr.
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30.01 15
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Knowwhafs below.
U
SHEET NUMBER
C1 1-3
Call beforeyo dig-1

ye
yE
DWG SHEEF TITLE
SPECWL REQUIREMENTS AND NOTES
300.01 METHOD OF PIPE INSTALLATION
838.45 NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS OTE 1 SEE COS 20.17 FOR SPLASH PAD
310.02 PARALLEL PIPE END SECTION -PRECAST CONCRETE FOR 15' TO 24" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.03 CROSS PIPE END SECTION -PRECAST CONCRETE FOR 18" TO 30" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.10 DRIVEWAY PIPE CONSTRUCTION USING NO SPECIAL END SECTIONS
ONLY AT LOCATIONS APPROVED BY THE CITY ENGINEER
815.03 PIPE UNDERDRAIN AND BUND DRAIN
838.57 REINFORCED BRICK ENDWALL FOR SINGLE 60' PIPE 90' SKEW OTE1 SEE CLDS 20.17 FOR SPLASH PAD
616.03 GEOCOMPOSITE SHOULDER DRAIN
838.58 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW OTE1 SEE OLDS 20.17 FOR SPLASH PAD
838.01 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
15' THRU 48' PIPE 90' SKEW
NOTE 1
838.02 CONCRETE ENDWALL AND SLUICE GATE 15' THRU 36" PIPE -90' SKEW
NOTE 1
838.04 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
17"X13111RU 71"X47' PIPE MCH 90' SKEW
NOTE 1
838.05 CONCRETE 'L' ENDWALL FOR SINGLE PIPE CULVERTS 15' THRU 48' PIPE
838.06 CONCRETE 'L" ENDWALL FOR SINGLE PIPE CULVERTS 17"X13" THRU 71'X47'
NOTE 1
NOTE 1
71"X47" ARCH -NOTE
1
838.07 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
40°X31' THRU 66"X51' PIPE ARCH 90'SKEW
NOTE 1
838.08 CONCRETE °L" ENDWALL FOR SINGLE PIPE CULVERTS 40"X32"
NOTE 1
THRU 66'X51• PIPE ARCH
NOTE 1
838.10 CONCRETE ENDWALL FOR OUTFALL 4'-6' OR 8" PIPE
NOTE 1
838.11 BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
15' THRU 48' 90' SKEW
NOTE 1
838.14 BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 17'X31'
NOTE 1
THRU 71'X47' 90' SKEW
NOTE 1
638.15 BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
NOTE 1
838.16 BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 17'X13' THRU
NOTE 1
71"X47' PIPE MCH
NOTE 1
838.17 BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 40'X31'
NOTE 1
THRU 66"X51" PIPE MCH 90'SKEW
NOTE 1
838.18 BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40"X31• THRU
NOTE 1
66"X51" PIPE MCH 90' SKEW
NOTE 1
838.20 BRICK ENDWALL FOR OUTFALL 4' 6' MD 8" PIPE
NOTE 1
838.21 REINFORCED CONCRETE ENDWALL FOR SINGLE 54" PIPE 90' SKEW
NOTE 1 SEE CLOS 20.1] FOR SPIASH PAD
838.22 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90' SKEW
NOTE 1 SEE COS 20.17 FOR SPLASH PAD
838.2] REINFORCED CONCRETE ENDWALL FOR SINGLE 60" PIPE 90' SKEW
NDTE 1 SEE CLOS 20.17 FOR SPLASH PPD
839.28 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW
NOTE 1 SEE CICS 20.1] FOR SPVSH PAD
838.33 REINFORCED COrvCRETE ENDWALL FOR SINGLE 66' PIPE 90' SKEW
NOTE 1 SEE CUBS 2017 FOR SPIA5H PAD
838.34 RBHIGH 0 CONCRETE ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW
NOTE 1 BEE CLDS 20.1] FOR SPVSH PAD
838.39 REINFORCED CONCRETE ENDWALL FOR SINGLE J2" PIPE 90' SKEW
NOTE 1 SEE CLOS 20.1] FOR SPLASH PAD
838.40 RBNFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90SKEW
I NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
NOTE is FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PSI).
CONCRETE SHALL BE USED IN ALL CITY ANDETJ PROJECTS.
THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH • 28 DAYS. 3600 PSI
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDESCHAUMUErr
NCDOT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
AND CHARLOTTE ETJ 2o.o.A 1i
GENERAL NOTES:
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO
BE NECESSARY BY THE ENGINEER.
4. ALL CATCH BASIN OVER S-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-2' ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12.
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
8. JUMBO BRICK WILL BE PERMITTED.
]. FOR 8' -0 -IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0' IN HEIGHT USE 12"
WALL TO 6'-0° FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
OR STONE ON BACK SIDE.
11, THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY
UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
DIMENSIONS OF REINFORCING COVER
BOX AND PIPE DIMENSION
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL
D A B HIQAIN) NO. LENGTH NO. LENGTH LHS. F G
15" 3'-6" 2'-3" 2'-7" 2 3'-4" 7 4'-7" 26 4'-10' 3'-7"
18" 4'-0" 2'-8" 2'-11" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0"
24" 4'-0" 2'-8" 3'-5" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0"
30" 4'-0" 3'-6" S-11" 2 4'-7" 9 5'-1" 37 5'-4" '-10"
36" 4'-0" 3'-6" 4'-6" 2 4'-7" 9 5'-1" 37 5'-4" '-10"
42" 4'-0" 3'-6" 4'-11" 2 4'-7" 9 5'-1" 37 5'-4" '-10"
48" 4'-6' 4'-0" 5'-5" 2 5'-1" 10 5'-7" 45 5'-10 5'-4"
RING AND COVER
STD. 20.058
2ND. OPENING 4" CONCRETE OR OPRONAL DROP
IF REQUIRED VCOVER a u INLET EMWE AND
GRATE (NCDOT STD.
840.16)
OPENING
B 8.
m SECTION Y-
Y
X X
INLET PIPE Y
PLAN
LOVE4" CONCRETE 'I
R
ENING ,l
SECTION X -X
• CITY OF CHARLOTTE NCDOT STANDARDS • CITY OF CHARLOTTE SLAB TYPE CATCH BASIN
�Qh LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE �h LAND DEVELOPMENT STANDARDS
Cnnwmrr INCLUDES CHARLOM ETJ AND CHARLOTTE ETJ zo.00c is (:IIAItIATl1'E. INCLUDES CHAMITE ETJ 15" THRU 48" PIPE 20.05A
ALTERNATE WALL 1
CONFIGURATION
o MINIMUM WEIGHT
RING 96 LBS C B IT
COVER 86 LBS L =LENGTH
DWG SHEET TITLE SPECIAL REQUIREMENTS AND NOTES
00000©o®
838.45 NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS OTE 1 SEE COS 20.17 FOR SPLASH PAD
/
1
838.21 THRU 838.40 OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
836.51REINFORCED BRICK ENDWALL FOR SINGLE 54 PIPE 90 SKEW OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
24" CONCRETE OUTFALL
838.52 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 905KEW OTE 1 SEE CLDS 20.17 FOR SPI -ASH PAD
838.57 REINFORCED BRICK ENDWALL FOR SINGLE 60' PIPE 90' SKEW OTE1 SEE CLDS 20.17 FOR SPLASH PAD
PRECAST CONCRETE BOX FILLED WITH
838.58 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW OTE1 SEE OLDS 20.17 FOR SPLASH PAD
POURED CONCRETE AT BOTTOM
838.63 REINFORCED BRICK ENDWALL FOR SINGLE 65" PIPE 90' SKEW OTE 1 SEE CLDS 20.17 FOR SPIASH PAD
nPOURED
838.64 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 66' PIPE 90' SKEW OTE 1 SEE CLDS 20.17 FOR SPIASH PAD
X3' DEEP REINFORCEDANTI-FLOATION
838.69 REINFORCED BRICK ENGWALL FOR SINGLE 72' PIPE 90' SKEW OTE 1 SEE CLDS 20.17 FOR SPIASH PAD
DEVICE TO BE SIZED BY CONTRACTOR
838.70 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 72' PIPE 90' SKEW OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.75 NOTES FOR REINFORCED BRICK ENDWALL STANDARD DRAWINGS 838.51 THRU 638.70 OTE 1 SEE CLDS 20.17 FOR SPIASH PAD
4,000 PSICONCRETE (28 DAYS)
838.80 1 PRECAST CONCRETE ENDWALL FOR SINGLE 12' THRU 72" PIPE 90' SKEW
840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
INVERT
840.01 BRICK CATCH BASIN 15" THRU 54" PIPE
FRONT
840.02 CONCRETE CATCH BASIN 12' THRU 54" PIPE
840.03 FRAME GRATE BASIN 12" THRU 54' PIPE TYPE F AND G GRATES ME OPTIONAL WHIN THE CITY UNITS
840.04 CONCRETE OPEN THROAT CATCH BASIN 12' THRU 48' PIPE NOTE 1; OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
ARMHOLE RING MD COVER REQUIRED IN TOP SLAB SEE CLOS 20.05 A&B
840.05 BRICK OPEN THROAT CATCH BASIN 15" THRU 48" PIPE NOTE 1; OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 A&
840.14 NOTE 1
840.15 BRICK DROP INLET 12' THRU }0' PIPE NOTE 1
840.16 DROP INLET FRAME AND GRATE FOR USE WITH DWGS. 840.14 & 840.15 NOTE 1
840.17 CONCRETE GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE NOTE 1
840.18 1 CONCRETE GRATED DROP INLET TYPE "El 12' THRU 36' PIPE NOTE 1
840 19 CONCRETE GRATED DROP INLET TYPE V 12" THRU 36" PIPE NOTE 1
840.20 FRAMES MD WIDE SLOT FLAT GRATES NOT FOR USE IN PEDESTRIAN MEAS
840.22 FRAMES MD WIDE SLOT SAG GRATES NOT FOR USE IN PEDESTRIAN MEAS
840.24 FRAMES AND NARROW SLOTSAG GRATES
840.25 ANCHORAGE FOR FRAMES BRICK OR CONCRETE
" PIPE
840.27 BRICK GRATED DROP INLET TYPE "B" 12' THRU 36" PIPE
840.28 BRICK GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
840CRATES
NOTE 1: FOR ALL STRUCTURES - NCOOT REQUIRES CLASS B CONCRETE (2500PS1). THE CITY MOUIRES 3600 PSI CONCRETE STRENGTH • 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
4•
p
OLUDATEG
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
NCDOT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
AND CHARLOTTE ETJ ;20oe s
GENERAL NOTES:
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO
BE NECESSARY BY THE ENGINEER.
4. ALL CATCH BASIN OVER S-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-2' ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12.
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
8. JUMBO BRICK WILL BE PERMITTED.
]. FOR 8' -0 -IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0' IN HEIGHT USE 12"
WALL TO 6'-0° FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
OR STONE ON BACK SIDE.
11, THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY
UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
DIMENSIONS OF REINFORCING COVER
BOX AND PIPE DIMENSION
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL
D A B HIQAIN) NO. LENGTH NO. LENGTH LHS. F G
15" 3'-6" 2'-3" 2'-7" 2 3'-4" 7 4'-7" 26 4'-10' 3'-7"
18" 4'-0" 2'-8" 2'-11" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0"
24" 4'-0" 2'-8" 3'-5" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0"
30" 4'-0" 3'-6" S-11" 2 4'-7" 9 5'-1" 37 5'-4" '-10"
36" 4'-0" 3'-6" 4'-6" 2 4'-7" 9 5'-1" 37 5'-4" '-10"
42" 4'-0" 3'-6" 4'-11" 2 4'-7" 9 5'-1" 37 5'-4" '-10"
48" 4'-6' 4'-0" 5'-5" 2 5'-1" 10 5'-7" 45 5'-10 5'-4"
RING AND COVER
STD. 20.058
2ND. OPENING 4" CONCRETE OR OPRONAL DROP
IF REQUIRED VCOVER a u INLET EMWE AND
GRATE (NCDOT STD.
840.16)
OPENING
B 8.
m SECTION Y-
Y
X X
INLET PIPE Y
PLAN
LOVE4" CONCRETE 'I
R
ENING ,l
SECTION X -X
• CITY OF CHARLOTTE NCDOT STANDARDS • CITY OF CHARLOTTE SLAB TYPE CATCH BASIN
�Qh LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE �h LAND DEVELOPMENT STANDARDS
Cnnwmrr INCLUDES CHARLOM ETJ AND CHARLOTTE ETJ zo.00c is (:IIAItIATl1'E. INCLUDES CHAMITE ETJ 15" THRU 48" PIPE 20.05A
ALTERNATE WALL 1
CONFIGURATION
o MINIMUM WEIGHT
RING 96 LBS C B IT
COVER 86 LBS L =LENGTH
O PLAN
A A �- GENERAL NOTES:
DIAMOND PATTERN SOLID 3't SLOpf • 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
AVER OR ROUND GRATE Jo 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
T 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
2'-4" DIA SECTION LL -j
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
1'-11-3/8' DIA. f 5. PROVIDE GROOVE OR BELL JOINT AT GURU END SECTION.
PLAN VIEW 1'-tt' DIA SEE STD. 2D.23 AND 20.24
r 8. THE DIMENSIONS FOR R VARIATIONS SECTIONS SHALL SUBSTMED BA AGREE
3/ I ON TRE TABLE. MINOR NDAR WILL BE PERMITTED BASED
I ON THE MANUFACTURER'S STMDMD FORMS AND TEMPLATES.
F WE 3/4' 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
s' I �
L'/2' D. 1/2' RADIUS �4
1'-10-3/B' DIA Ti E
r-3. D.. -i T--
SECTION A -A END VIEW
NOT TO SCALE
• CITY OF CHARLOTTE MANHOLE RING AND COVER • CITY OF CHARLOTTE FLARED END SECTION
LAND DEVELOPMENT STANDARDSF% LAND DEVELOPMENT STANDARDS
-THIaL'L'E INCLUDES CHARLDTM ErJ FOR SLAB TYPE CATCH BASIN 20.058 5 c 7mmTe. INCLUDES CWLOM �J 1 2" THRU 72" PIPE zo.zz 1
LOCKABLE ACCESS HATCH WITH A
MINIMUM CLEAR SPACE OF X URE
ALIGN ACCESS HATCH WITH STRUCTURE STRUCTURE
STEPS POLYPROPYLENE PLASTIC STEPS. PLACE
AS NEEDED BOTH INSIDE AND OUTSIDE
OF RISER STRUCTURE. ALIGN STEPS
RIM ELEVATION = 696.79' WITH ACCESS HATCH.
20"x 4.59' ORIFICE INV.
692.20'
�\\
00000©o®
/
1
0.80" ORIFICE INV. 689.22'
I °
24" CONCRETE OUTFALL
INV.689.22'
PRECAST CONCRETE BOX FILLED WITH
5 ,
POURED CONCRETE AT BOTTOM
POURED CONCRETE AT BOTTOM4'X4'
nPOURED
DEEP REINFORCED ANTI-FLOATION
X3' DEEP REINFORCEDANTI-FLOATION
,
DEVICE TO BE SIZED BY CONTRACTOR
DEVICE
4,000 PSI CONCRETE (28 DAYS)
4,000 PSICONCRETE (28 DAYS)
INVERT
FRONT
O PLAN
A A �- GENERAL NOTES:
DIAMOND PATTERN SOLID 3't SLOpf • 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
AVER OR ROUND GRATE Jo 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
T 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
2'-4" DIA SECTION LL -j
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
1'-11-3/8' DIA. f 5. PROVIDE GROOVE OR BELL JOINT AT GURU END SECTION.
PLAN VIEW 1'-tt' DIA SEE STD. 2D.23 AND 20.24
r 8. THE DIMENSIONS FOR R VARIATIONS SECTIONS SHALL SUBSTMED BA AGREE
3/ I ON TRE TABLE. MINOR NDAR WILL BE PERMITTED BASED
I ON THE MANUFACTURER'S STMDMD FORMS AND TEMPLATES.
F WE 3/4' 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
s' I �
L'/2' D. 1/2' RADIUS �4
1'-10-3/B' DIA Ti E
r-3. D.. -i T--
SECTION A -A END VIEW
NOT TO SCALE
• CITY OF CHARLOTTE MANHOLE RING AND COVER • CITY OF CHARLOTTE FLARED END SECTION
LAND DEVELOPMENT STANDARDSF% LAND DEVELOPMENT STANDARDS
-THIaL'L'E INCLUDES CHARLDTM ErJ FOR SLAB TYPE CATCH BASIN 20.058 5 c 7mmTe. INCLUDES CWLOM �J 1 2" THRU 72" PIPE zo.zz 1
LOCKABLE ACCESS HATCH WITH A
MINIMUM CLEAR SPACE OF X URE
ALIGN ACCESS HATCH WITH STRUCTURE STRUCTURE
STEPS POLYPROPYLENE PLASTIC STEPS. PLACE
AS NEEDED BOTH INSIDE AND OUTSIDE
OF RISER STRUCTURE. ALIGN STEPS
RIM ELEVATION = 696.79' WITH ACCESS HATCH.
20"x 4.59' ORIFICE INV.
692.20'
NOTES:
1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 P.S.I. a9 28 DAYS.
2. ALL STEEL TO HAVE A MINIMUM 2" CLEARANCE UNLESS OTHERWISE NOTED.
3. STEEL REINFORCEMENT SHALL MEET ASTM SPECIFICATIONS (A-615). DEFORMED BARS.
4. ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER.
5. STRUCTURE COMPONENTS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION, PRECAST CONCRETE
CATCH BASIN, DROP INLET, AND MANHOLE, UNLESS OTHERWISE STATED HEREIN.
CS r -CS - CUSTOM OUTLET CONTROL STRUCTURE
SCALE: NOT TO SCALE
LOCKABLE ACCESS HATCH WITH A
MINIMUM CLEAR SPACE OF 2.0' X 3.0'.
ALIGN ACCESS HATCH WITH STRUCTURE
STEPS
RIM ELEVATION = 692.25
�\\
/
1
0.80" ORIFICE INV. 689.22'
I °
24" CONCRETE OUTFALL
INV.689.22'
PRECAST CONCRETE BOX FILLED WITH
5 ,
POURED CONCRETE AT BOTTOM
POURED CONCRETE AT BOTTOM4'X4'
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4. ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER.
5. STRUCTURE COMPONENTS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION, PRECAST CONCRETE
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CS r -CS - CUSTOM OUTLET CONTROL STRUCTURE
SCALE: NOT TO SCALE
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4. ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER.
5. STRUCTURE COMPONENTS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION, PRECAST CONCRETE
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SHEET NUMBER
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C8_2
700
690
680
670
885
-50 -40 -30 -20 -10 0 10 20 30 40 50
11+00
700 700
890 ---
680 680
---------------
670 670
665 865
50 -40 -30 -20 -10 0 10 20 30 40
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C8_2

HEAD OF SEE PLANS FOR ELEVATION
RIFFLE
DUDE RIFFLE TOE OF RIFFLE
��Ucs
POOL
SECTION A—A
CONSTRUCT RIFFLE WITH 1.0' DEEP
GRADATION OF 1"-12" RIP -RAP, #57
COIR FIBER STONE, AND APPROXIMATELY 10% STICKS,
MATTING (TYP) 0.2' MIN. BRANCHES LESS THAN 4" IN DIAMETER,
AND LEAF PACK.
o
TOP OF
BANK TOE OF SLOPE
SECTION "
1"-12" WELL GRADED MIX
INCLUDING #57 STONE AND
NATURAL CHANNEL
MATERIAL, 12' DEEP
CONSTRUCT RIFFLE WITH 1.0' DEEP
GRADATION OF 1"-12" RIP -RAP, #57 STONE, A HEAD OF RIFFLE
AND APPROXIMATELY 10% STICKS, BRANCHES
LESS THAN 4" IN DIAMETER, AND LEAF PACK. 3
p 1"-12" WELL GRADED MIX
INCLUDING157 STONE AND
NATURAL CHANNEL MATERIAL,
mo o m 12' DEEP
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PLAN VIEW
&CONSTRUCTED RIFFLE
Not to Scale
Not to
FLOW
HEADER LOG, TYP. SEE PROFILE
FOR ELEVATION
7!��t
2' MAX.
E;MIWYATED POOL
NONWOVEN GEOTEXTILE FABRIC, TYP.
NAIL FILTER FABRIC TO BACK OF LOG, SEE
PROJECT SPECIAL PROVISIONS
SECTION A—A
m 3 3 m
0 0
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POOL EXCAVATED PER PROFILE OR—/
DIRECTION OF ENGINEER
SEE
TABLE
ANK A MINIMUM
\fib BOULDERS TO BE BURRIED AND
3 O PLACED AT END OF LOGS
8"-12" DIAMTER LOG
)ULDERS TO E BURIED
1D PLACED AT EDGE OF
\TER PARTIALLY INTO
E BANK
PLAN VIEW
WRAP 0.2' UP TOE OF SLOPE
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C8-3

4•—D.
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TYPICAL PLAN VIEW
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SECTION A—A
TYPICAL MAT SECTION
DATED TOGETHER
TRRNSIICN
AS REQUIRED
GROUND AND/OR VECETAT04 SURFACE
TYPICAL SECTION VIEW
NUIE:
1. TO BE INSTAUED IF NECESSARY TO PREVENT RUTTING, TO ACCESS STRUCIVRES.
2. THIS OETAL SHOWS TYPICAL DIMENSIONS. SOME CONTMCIORS SWAMP MATS AM DIMENSIONALLY DIFFERENT
NWIM WHAT 15 S-NMM IERE.
3. DEPENDENT oN SnE Cd1ElflloNS, MULTIPLE LAYERS or SWAMP MATS MAY RE INSTALLED.
31 WETLAND/MUD MAT
3Nat to Scale
18" (TYP.)
COIR FIBER
MATTING
FLOODPLAIN/EXISTING
GROUND
ANCHORS ON
3' CENTERS
�6" MIN
ANCHORS ON V
CENTERS IN TRENCH
MATTING SHALL BE PLACED IN
TRENCH AND BACKFILLED
STREAM BED EXTEND MATTING BELOW TOE
OF SLOPE AND KEY INTO
STREAMBED MIN. 1.0'
TYPICAL CROSS SECTION
MATTING
Not to Scale
MATTING IN
TRENCH
DIRECTION
OF FLOW
MUD MATS
101 �^5'
WATER DIVERSION CHANNEL SUPPORT LOG,-
12" MIN IF REQUIRED.
STREAMBANK
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS. DO
NOT EXCAVATE CHANNEL BOTTOM.
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE
OF THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO THE EQUIPMENT UTILIZED.
7. MUST BE REMOVED IF STORM EVENT IS PREDICTED.
MAINTENANCE:
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER
RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN
CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIP RAP
DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO
PREVENT FURTHER DAMAGE TO THE INSTALLATION.
i1 TEMPORARY STREAM CROSSING - MUD MAT
Y Not to Sale
ANCHORTRENCH
ON V CENTERS
ANCHOR OVERLAP
ON V CENTERS
I^ 6" OVERLAY (MIN.)
PLAN VIEW
ANCHORS ON 3' CENTERS
ANCHORS (TYP)
ANCHORS INTO STREAM BED ON 1.0' CENTERS
2" X 2" (NOMINAL)
WOODEN STAKE
1"
N
N
ANCHOR
-WATER DIVERSION CHANNEL
CLASS B STONE
2" X 2" (NOMINAL)
WOODEN STAKE
N
m
STREAMBED ANCHOR
NOTES:
1. BOTTOM TWO ROWS OF MATTING ON EACH BANK WILL BE 700
GRAM OR EQUIVALENT, ALL MATTING ABOVE CAN BE 400
GRAM OR EQUIVALENT
2. IN AREAS TO BE MATTED, ALL SEEDING, SOIL AMENDMENTS,
AND SOIL PREPARATION MUST BE COMPLETED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS PRIOR TO
PLACEMENT OF COIR FIBER MATTING.
MAINTENANCE:
1. INSPECT ALL EROSION CONTROL MATTING PERIODICALLY, AND
AFTER RAINSTORMS TO CHECK FOR DISLOCATION OR FAILURE.
WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MATTING. IF
WASHOUT OCCURS, REPAIR THE SLOPE AND/OR GRADE,
RESEED, REPLANT, AND REINSTALL MATTING. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
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C8-4

TEMPORARY SEEDING
ZONES A
RIPARIAN SEED MIX (30 Ibs acre)
COMMOM
NAME BOTANICAL NAME
PERCENT MIX
BLACKEYED SUSAN
Rudbeckia hirta
25
SOFT RUSH
✓uncus effuses
15
DEERTONGUE
Panicum clan.destinum
10
PARTRIDGE PEA
Chamaecrista fascicelata
10
PENNSYVALNIA SEDGE
Carex pensyvanica
5
RIVER OATS
Chasmanthium latifolium
5
BROOMSEDGE
Andmpogon virginicus
5
GOLDEN TICKSEED
Comopsis tinctoria
5
LITTLE BLUESTEM
Schizachyrium scoparium
5
SWITCHGRASS
Panicum virgatum
5
SIDEOATS GRAMA
Boutelo= curtipendula
10
TEMPORARY SEEDING
COMMON NAME
BOTANICAL NAME
PERCENT MIX
AUG 15 - MAY 15 (110 Ibs/acre)
RYE GRAIN Secale cereale
85
ANNUAL RYE Loliism multijlorum
10
BROWNTOP MILLET lltochda ramosa
5
MAY 16 - AUG 14 (45 lbs/acre)
BROWNTOP MILLET I
Utochola ramosa
80
ANNUAL RYE
I Loliism muitijlorum
20
GENERAL NOTES
1) ALL DISTURBED AREAS SHOULD BE RAKED/ROUGHENED (A MINIMUM OF 5"),
TOP SOIL ADDED, SEEDED (PERMANENT AND TEMPORARY), STRAWED, AND
THEN COVERED WITH EROSION CONTROL MATTING (C700 OR APPROVED
EQUIVALENT) PER THE MANUFACTURERS RECOMMENDATIONS. ONCE THE
MATTING IS DOWN INSTALL THE LIVE STAKES AND TUBEHNGS THROUGH THE
MATTING.
2) O.C. — ON—CENTER
3) IF DROUGHT CONDITIONS EXIST THE CONTRACTOR WILL WATER THE INSTALLED
VEGETATION WITH WATER FROM THE CREEK TO ENSURE 859 SURVIVAL AT
THE END OF THE 1—YEAR WARRANTY PERIOD.
4) APPLY 2,000 LB/ACRE STRAW ANCHOR STRAW BY TACKING, WITH MATTING OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
5) RESEED AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
PER SECTION 6.10 OF NCDFQ EROSION AND SEDIMENT CONTROL DESIGN
MANUAL.
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LATERSURFACEINSTALL
SPLIT DEAD STOUT
ZONE A — 3' ON
CENTER
STAKES PER SPECIFICATIONS
COMMOM NAME
BOTANICAL NAME
PERCENTAGE
TYPE
BARPLANTING
TO TOP
WILLOW*
Salix sericea
40
LIVE STAKE
SIDE
REMSILKY
OF RIP RAP TYPSILKY
DOGWOOD
Cornus amomum
35
LIVE STAKE
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ELDERBERRY
Sambucus canade is
10
LIVE STAKE
uoE curnec (DORMANT)
BLACK WILLOW*
Salix nigra
5
LIVE STAKEao'
GRIOUND
GROUND
TAG ALDER
Alms serrulata
10
TUBELING*WILLOW
NOT TO BE PLANTED
IN DUKE RIGHT—OF—WAY, INCREASE OTHERLOW
EPERCENTAGES AS NEEDED.
SEAn
WATER T
BUTT END
LIVE STAKE DETAIL
LIVE STAKE
(IN EARTH)
NOT TO SCALE
NOT TO SCALE
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