NCC231318_Site Plan or Location Map_20230504

CM FINAL APPROVAL 4/28/2023 � - , -� �` � /
SITE PREPARATION:CLEARING&TOPSOIL/SUBSOIL EXCAVATION `•�� � ♦ ss.-- I
vaaEcr rvuMBER: 1 O -- ---- ---\
CHARLOTTE LDUMUDD-2022-00067 lal
E PERMITS I �� �� �•• -- � v, / 1
1. ALL SHRUBS AND SMALL TREES DESIGNATED BY THE ENGINEER WILL BE SAVED FOR TRANSPLANTING. 1i/ \ � Rs ` _yi -
ENGIEERING BrendENYPN� ���KEEPITON-SITEEITHERIN PANTSTHATARETOBE RANSPANTEDWILL BE MARKED WITH HIGHLY VISIBLE TAPE
. // r' K ---
PC50/DETE ION/DMINAGE PLAN IR WITH THE CONTRACTOR 2. ANY UNUSABLE TREES&BRUSH REMOVED DURING CLEARING&GRUBBING OF SITE SHALL BE CHIPPED // // �':11,
/ C \� I X_
ON SITE AND HAULED OFF SITE FOR DISPOSAL / \• //
EROSION CONTROL Peter RIIRIi�yv�yry yea LEAST ONE WEEK PRIOR TO 3. CONTRACTOR SHALL MANAGE EXCAVATED TOPSOIL SEPARATELY FROM EXCAVATED SUBSOIL • /i/ / \t \/® � tt�T�gP�
ELATED TO CONSTRUCTION OF THE STREAM _ ` ♦ _ v, i
EXCAVATED TOPSOIL SHALL BE PLACED WITHIN THE DESIGNATED TEMPORARY STOCKPILE AREAS AWAY
RD BE ATTENDED BY THE MECKLENBURG COUNTY FROM THECHANNEI TO BE FIRED(SEE PLANS(TOPSOIISHAII BE FREE OF STONES OVER I"IN - \ - / \\� / • - / _ / _ //)) _
URBAN FORESTRY Craig i�t9�9ilyYiU�jaARORS,THE ENGINEER,
DIAMETER,ROOTS,STICKS,RUBBISH,STIFF CLAY,AND EXTRANEOUS MA ER \ \ \ ',�'p :. �� I 1 !� -�� MCADAMS
TREE ORDINANCE J V" // • I _-
4. EXCAVATED SUBSOIL SHALL BE PLACED NEAR THE CHANNEL TO BE FILLED.ONCE THE NEW STREAM IS \ , .,--�=.. \ /� I/ �\ :..� _ ��
COOT Jacob Lg dTgUIL BUS INEADAYASCPE R CONSTRUCTED,SUBSOIL SHALL BE USED TO FILL THE EXISTING CHANNEL FIRST,THEN STOCKPILED e �.�=,+.1; I/ . The John R.McAdams Company,lnC.
A LOCATED.COmRACTOR TOPSOIL SHALL BE USED FOR THE FINAL 6INCHES OF FILL TO ACHIEVE DESIGN GRADES AND CREATEA \ \ -
VIDETHEIROWNLOCATORSERVICESINDEPENDENTOF SOIL BASE FOR VEGETATION \` ) i
/ / )C �I ....A_ •' I` _ �` . _� 2905 Meridian Parkway
NGINEER IMMEDIATELY. / % • '.IIi ��•' , _ �I �• Durham,NC 27713
PLANNING
5. IMPORTED TOPSOIL SHALL HAVE A LOAMY TEXTURE AND HAVE SAND,SILT,AND CLAY PERCENTAGES / /( IIII , / -I
UMUDD/MUD 1/PED/TOD �,� THAT MEET THE U.S.DEPARTMENT OF AGRICULTURE CHARACTERISTICS OF A LOAMY SOIL.ORGANIC I / -
_ PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR / / __
CONTENT SHALL NOT BE LESS THAN 1.5%BY WEIGHT.PH RANGE SHALL BE FROM 67.5.IF PH IS LE55 I __
NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST `, I j - � // /� 'I phone [phone]
NOTE:THIS PLAN APPROVAL DOES NOT THAN 6,LIME SHALL BE ADDED.SOLUBLE SALTS SHALL NOT EXCEED SOOPPM.IMPORTED TOPSOIL SHALL / // �,.-' "• I i I / 1- '- _ __
111:
OR NECESSARY PLAN OR GRADE CHANGES.NO EXTRA
INCLUDE CHAFLOTTE WATER.FOR MORE CTOfl FOR ANY WORK DONE DUE TO DIMENSIONS OR BE FREE OF DEBRIS,ROOTS,PLANTS,STICKS, STIFF CLAYS,AND STONES OVER I INCH IN / /, '�'`� / / / / l.
- fax [phone]
N TION PLEASE CALL I04-336-6499 OR DIAMETER. .\� L I I I,' / • -- 4
VISIITMIR//cwWItewa[er.org IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. / :0,0// "���/ I•' IN 1 -1 / / ' / --__ - "///��Y",,,"� license number.C-0293,C-187
NOTE:THIS PU-N APPROVAL DOES NOT 6. CONTRACTOR SHALL HARVEST AND STOCKPILE NATIVE CHANNEL SUBSTRATE(COBBLE,STONE,ETC.(FOR ;� / I / / , , /'\ /
INCLUDE COM ERCML ZONING.ALL BUILDING AIL ON SHEET C6.03I AND STAGING AREA TEMPORARY USE IN PROPOSED IN-STREAM STRUCTURES. ; / I �� / / / , / /PERMITS AND ONING APPROVALS CAN BE ICES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT ` / / � 1/�ITT
/ / / II/ / / / / www.mcadamsco.com
OBTAINED AT I NBNRG COUNTY CODE ,fENFORCEMENT PLEASE CALL CTAC AT RMATION. \ // 1 I / ' / /
704-314-CDDEz FOR MORE INFO PROPOSED CONDITIONS LEGEND AND SYMBOLS /_ / / I / �i // / �/ CLIENT
TOL MEASURES AS SHOWN ON PLANS,CLEARING ONLY / '/ L PROPERTY / /NOTE:SCHEDItE 3RE-CONSTRUCTION MEETING 250 ;i,-/"
AT LEAST 4a His.P PROPOSED MAJOR CONTOUR '�\ ���CCC/// / / --' - --- _ / / /
AT LEAST
98 GETIVIRIOR TO Nne ONLINE \ / / / / i -___- _ -_ -- _ _ __ - -- - --' / RANGEWATER REAL ESTATE
PROPOSED MINOR CONTOUR \ / _ - I
FOUND AT Et[p'//charottenc goy/Id NSTRUCTED IN ACCORDANCE WITH THE CHARLOTTE \, /\ / ` -•/�/ • //;i / '� c-- _ __ 1 /-- --= / \/ / //_.-
FORM CLAIRE HANSEN
NC.EROSION AND SEDIMENT CONTROL PLANNING AND -, / \ _ ' /
DESIGN MANUAL {¢ t CONSTRUCTED RIFFLE \ •' i \ �`� i/ / % • - - - 1 �� -/ /---- 5606 GLENRIDGE DR.NE,SUITE 775
j• (NATIVE MATERIAL) i I A •
/� __, : - / T
.}. / `.\ \ - -_ - _ ATLANTA,GA 30342
9. LIMITS OF DISTURBANCE SHALL BE MARKED BY SAFETY FENCING EITHER WITH SILT FENCE OR ORANGE ,' / / I ``i y\' �// ��� MI�- -M1M � / �__
TREE PROTECTION FENCE(SEE DETAIL ON SHEET C6.03). , i001REl:ve, �, / II '\ �y," / - - -- �� l PHONE:[phone]
L� °IIERI VEGETATED SOIL LIFT - / / \f•.I\ •
-- 1^
S0. USE THE AREA DESIGNATED ON THE PLANS FOR ALL STAGING ACTIVITIES RELATED TO THE PROJECT. �111�11 I / / /%f}j��/� -�� I ��
itillii
.. L1111 / /"ii • -_-` \\ I /\ / / �/ • / --� \\I /// /.BRUSH TOE !!)3O.': >",/"I_
/ / O -- \ \12. WHENACCESSTOACONSTRUCTIONAREAREQUIRESCROSSINGADELINEATEDJURISDICTONALFEATURE, PCSO WO BUFFER / / //,,_ / / •, G0 i _�\ \\\\ \\ •\\II N \Ir\ \\
OUTSIDE OF THE AREAS SHOWN TO BE REGRADED AND STABILIZED ON THE PLANS,IMPACTS SHAH BE •.• / / //11 p//i, "-- - _ I I I I 111\\ I \ \\
MINIMIZED BY PLACING A TEMPORARY STREAM/WETLAND CROSSING ACROSS THE FEATURE PRIOR TO ,�// 1 \
ACCESSING THE AREA WITH HEAVY EQUIPMENT PER APPROVED PLANS AND SPECIFICATIONS.SEE DETAIL ///,,.. RETAINING WALL I I \
SHEET C6.04 FOR TEMPORARY STREAM AND WETLAND CROSSINGS. I / i//• I \ III \I \
DESIGNED BY OTHERS I \
BOULDER CROSS VANE / ^^��� / / I�'^I I \ \ \ • II I
13. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON SHEETS C6.01.CLEAR AND GRUB � /� / •/'..A� / /i ` I \ \ 1 I I I I;\ I\\ \\ \\
ONLY AS NECESSARY TO INSTALL THESE DEVICES i/ OSED / /li/ / 1
�. AMENTIYPAREA i gm` I \ \ _ 1 I I 1 \ \ \
14. BEGIN GRADING ACTIVITIES.IN GENERAL,THE CONTRACTOR SHALL WORK FROM UPSTREAM TO / Pi L // / � i �- I I \ 1111 I I \ \ \\ \
DOWNSTREAM AND CONSTRUCTION IN A LIVE CHANNEL UTILIZE A PUMP-AROUND OR FLOW DIVERSION ' " �/ - 5__ - �= NM / \ I I II III
\ \
MEASURE AS SHOWN ON THE PLANS.MAINTAIN AND ADJUST E&SC MEASURES AS GRADING L// / '• / / � ` 1 1 \ \
PROGRESSES. // /A!
/. / - I \ \ 1 I 1 I I 1 11 1 \ \ 1
.......
BOULDER CASCADE I/ \
1 11111I 1 11 I \
15. ANY TV RING OPERATION DURING CONSTRUCTION SHALL USE A FLOATING INTAKE AND SILT :.�/ • I
................
. ..................
BAG TO MINIMIZE SEDIMENT DISCHARGE.FLOATING INTAKE AND SILT BAG SHALL BE MONITORED / I I I I
WHILE IN USE FOR SIGNS OF CLOGGING OR MALFUNCTION I / �� I \ 1\11 I I 1
16. AT THE DANDSRAW,EACH AS APPLICABLE,
CLOGGING
NEWLY ESTABLISHED
VILLBEMBA RESPONSIBLE SANDFOR DISTURBED
TURBEDCATION OF / ` (IIIIY'•� II ❑ \11111 /IO ,^SEED ANDONTRO MATING WILL TO N6WLYEDON TOPOF THE SEED AND AND WINACC AREAS '�� pp _ S •• 1I V,
EROSION CONTROL MATTING WILL BE INSTALLEOON TOP OF THE SEED AND STRAW IN ACCORDANCE / p, 5 I � \\ \111jIIII )WITH THE EROSION CONTROLCONSTRUCTION SEQUENCE. I I %� I L , ❑,' 1 �•'•. � \ II1II (11 m
II w17 AFTER EXCAVATING THE CHANNEL TO DESIGN GRADES,INSTALLING INSTREAM STRUCTURES,SEED AND BOULDER J-HOOK _tfili:\
` I �.. ® ®1II ➢ \ \ \l1 111111 I IY ( 7
MULCH,MATTING,AND TRANSPLANTS,THE NEW CHANNEL CAN RECEIVE FLOW AFTER APPROVAL BY THE ---- �''I \ I� I II L00
ENGINEER. �,, , 111 111 I11 III 11 I / / Q Q
/S 1 i \ 24.HOPE TO BE MODIFIED _ X. , 1 I
18. WATER WILL BE TURNED INTO THE CONSTRUCTED CHANNEL ONCE THE AREA IN AND AROUND THE NEW '' \• o \ DURING CONSTRUCTION ,i^ 1I LLJ Q
SEE SHEET C5.01 ` \ 1 1
CHANNEL HAS BEEN STABILIZED.NO WATER SHALL BE TURNED INTO ANY SECTION OF CHANNEL PRIOR / \ \\\ Y(T" �� rrI \ / / N z
TO THE CHANNEL BEING COMPLETELY STABILIZED WITH ALL STRUCTURES INSTALLED. / \ / �l // \ !1 ,�(� (LDUMUDD-2021-00019) • _- _ 1 r � `• \ 111111 I I II/ Q J
• V A Ar►�., i)- ( 1t k \ 1111 (III 1 (/ J Q O
19. ANYGRADINGTER INTO
THE NEW
TO STREAM
CHANNEL
THE C BE ONTRACTOR
PRIORSHALL
TO / -\\• 2 /// ,i�� V���, I( _ \\.\ _ I - \\\"�T 1\� "( \I 1 1 1 1 1 1 1 1 7 ~ p[
TURNING WATER INTO THE NEW STREAM CHANNEISEGMENTS THE CONTNAROR SHALL NOT GRADE / _ \� ��� 41 , T+ 11 ,- 11 \ �7'ylr • 1 it I I I111 11 11 ` z Q
OR ROUGHEN ANY AREAS WHERE EXCAVATION ACTIVITIES HAVE NOT BEEN COMPLETED. / 4fr y I
/ \ �,� lit f�1�{;1t1 _ I I 11 1 I O m co v
20. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES / C D• �� ^--a-- I � ': \ `CJ/ �� / •..I I I \M11%\ i I S �II 111111111 11 1 G
(I
AND STRUCTURES. // // • P I \ 1 LU H
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i 1)11 11 I 1 III III I 5 oc
21. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE AT THE CONCLUSION OF GRADING AND - +_ `> ---_,�••-� /� H I / I � 1 - 1 1111 11 \ I 1 G 1_ ,_ O
CONSTRUCTION OR IF LAND DISTURBING ACTIVITY STOPPED FOR MORE THAN IL,CONSECUTIVE / •/, � 11II 1 A\%� `1t \\ ( I I I I •
CALENDAR DAYS,PERMANENT VEGETATIVE COVER SHALL BE INSTALLED ACCORDING TO SHEET L501 / al r \\ .„ \\ 1 \1` " I ` ow "�I 11 \`.J.// -.11 111111/111 11 I 1 W V z
1` �675 o I I \�
22. CONTRACTOR SHALL PLANT WOODYVEGETATIONANDLIVESTAKES,ACCORDING TO PLANTING DETAILS • LIMITS OF \ / \ �� 1 £ I _.40ur
�� 4 �m� I 11 - II 1IIIII V \ \ G __. lip H
AND SPECOICATIONS.THE CONTRACTOR SHALL COMPLETE ALL PLANTING AND PERMANENETSEED / DISTURBANCE / / I \ / a L I 3 I 1 I \ `` C LJ_ Lot.'"
APPLICATION AT THE APPROPRIATE TIME OFYEAR. / / �4 \\ \, I kL ' '
I I536 W. TREMONT AYE. �� ® 1111111 111I \ I I r LTl O23. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL // /, /// // \ IDEVELOPMENT -�` �� 1 ,I I °'0 ,11 11111 11 / I I (/') oC
MEASURES. / / / / \ A LIMITS OF WORK II , �`-� ��1• I 1 I I I 1 I i
IQ Q/ / \� / r�.'wi �i%. � � t _ _ 1 'II III 111 \\ I IW24. STABILIZE ALLDISTURBEDAREAS.REMOVESTAGING AREA ANDCONSTRUCTION ENTRANCE. / / \ I / , - I � �, >I� �� I I 11II / U/ / �� `� -� PROPERII'� I ,�, I • I I \ I\\1I /25. REMFINA�NE ALL SPECTIONION ONCE E MOANENTS EGES AND ETATIONALL THE HAS BENEES ABISHEDCOUNTY LUESA OFFICE FOR / \/// STORM DRAIN / / / - , LINE I `III III � � �, ` ■ / ( �� I, \1\\\ \ '.. I\\\\I\\I I\\\\V / J
2fi. DEMOBILIZE ALL EQUIPMENT AND MATERIALS FROM SITE. I // /
/ / ' _/ / / ® cll � ♦ /� F VA 1 A\ V i / M/ / �, GP II_ \ \ \L.\ I ,(1�/1� STREAM I �I O 1 •__ -- -�, - IIII'I / /IL \\ \ \\\ / ,/�� IT•/\ �l /" / / / // I a ►ilf X� CENTERLINE „I Ili ��, \ _B C� / S I\ 1\1\\\ \ \ I /
�� 1 ),
// / / / 1 �_ d1' �iLi I� PROPOSED GRADING ' ...„.:if,.....:
� 1; __ t� -1 1 •Ps-�•F3*wI"- .. \\ \ \\ / //
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/ / / / '+� ;' ACTIVATES SHALL AVOID � „i \ I \\\\\\\\\ I /
/ / / / ► DAMAGING IXIS LNG I!�� \ 11 ® ® \\\ \\\\ I /
1� ®_ / / / / r- �i . 1 S RUC ORES � .\ice / \ _ I 1 \ \\ \\1 // i
C.�.:/ ;•�� X // / n / J - \ LIMITRg • 1 1, IIIIIIII \\\\\\\\V / /
„, , Ly In , / / �� PROPOSED GRADING( kk\ 1 DIITURBANCE � R _ \1 1 \ I/ /rii
C,♦ ,,.�� / �1-V - ACTNRES SHALL AVOID \ \ /__ 5:::
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RESIDENTIAL BUILDING I 1' i 11 \ ) I D D. �� � '�; '\ :sue _.�¢ __�-
M I .I I 9 III 1 /i -"� - - • � REVISIONS
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3 I 4, I I I� _� 0 �• ►�, • V• •• I C - - N1 DATE
6 9 I a_• LIIII�1111111111-11_� I■� •, /• \ - - Rc-J_- •• c / ��®� /\ (\a \ - \T 1 01.26.2023 RTAP 1st Comments
Iwhillia � _`� - _ STORMWATER PIPE -c Tc WWI �� \ \ * w--w -- - _
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S,' �� w- -0-�Y may- _ Sys _w -w�w -_ __� - / --- _�----1��� 7 PLAN INFORMATION
/ '�, '/. o ¢ II -A-M-r \ \ a �� / �/ -� �/ Y�= PROTECT NO. RWR20000
- =__fin �- _ x. \ \ -sue,=���`= / _ice_-- --= --/ � / M�l�T AVENUE FILENAME RWR20000-P2
.--ass L'�-'�'-f-* w "-/s-�_N ^so.�\ \\ \�d�,���.-==ems,=-�-' --- -l // .- i■J��� ------WEST THE CHECKED BY RAS
� ® M�-N N-�" N \ \ ---`� -,=as„ice --�--- 60'PO �C 41 PGT3 p-WAP I DRAWN BY RHW
�\ '"'\ 'ate \\ \� \ a��s�y=�
SCALE 1"=30'
3 _%r al-w.�'I- sr\ \ I `� DATE 01.26.2023
�,�, � SHEET
s / ;. \\ ` ;� It PROPOSED CONDITIONS
I bbb
3
g GRAPHIC SCALE C5 •00
z 0 15 30 60
TOTAL DISTURBED AREA=1.3 AC. 1 Inch=30ft.
2