20191673 Ver 1_MINOR MOD_20210402

Strickland, Bev
From: Burdette, Jennifer <[e-mail]>
Sent: Friday, April 2, 2021 7:22 AM
To: Roden Reynolds, Bryan K CIV (US); Johnson, Alan
Subject: [External] Pearl Street Park Stream Enhancement (SAW-2019-02377/DWR#19-1673)
Attachments: MEK17000-G1-Grading and Storm Drainage Plan.pdf; 2021-04-01 Water Resources
Memo.pdf
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Gentlemen,
This project is currently under construction and has run into site conditions that require some revision to the stream
enhancement plan that was approved. The length of impact (improvement) has not changed. Attached is a memo
explaining the adjustments that are necessary and revised Grading and Storm Drainage Plan. Please review and advise if
these changes are acceptable and whether a permit modification is required.
Thanks,
Jennifer
Jennifer Burdette I Sr. Environmental Consultant, Water Resources
McAdams
2905 Meridian Parkway, Durham, NC 27713
office 919. 361. 5000 x137 1 direct 919.287.0743 1 cell 919.422.3605 1 [e-mail]
www.mcadamsco.com I linkedin 1 twitter 1 instagram join our team
creating experiences through experience
1

�J MCADAMS WATER RESOURCES REPORT > MEK-17000
PEARL STREET PARK
STREAM ENHANCEMENT FIELD CHANGES
The existing unnamed tributary (UT) to Little Sugar Creek was a confined and riprap lined channel. The approved
design proposed to remove riprap completely and replace with typical streamside plantings consisting of a
combination of aquatic herbaceous vegetation along the bank toe, live stakes along the bank supplemented with
permanent seeding, and then native grasses and shrubs within the created floodplain bench. During construction, it
was discovered that the existing riprap layer was not merely a surface stabilization measure, but rather had been
placed and buried in many layers extending several feet into each bank. Complete removal of all riprap within the
bank area is not recommended as it could potentially destabilize areas outside of the stream banks.
A field change is proposed and shown in the attached revised grading plan signed March 16, 2021. The revision
proposes to leave some riprap stone in place, primarily along the bank toe and in some areas on the bank face. The
banks will still be regraded to create the nested floodplain along the left bank and laid back to more stable slopes on
the right bank.
Figure 1: October 2020 prior to excavation of bank areas.
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC / 704. 527. 0800

� J MCADAMS
WATER RESOURCES REPORT > MEK-17000
Figure 2: January 2021 with right bank graded back and riprap toe proposed to remain.
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC / 704. 527. 0800

VICINITY MAP \ GRADING LEGEND CITY OF CHARLOTTE NOTES:
N TS \ °c \
\\ \ IA FLARED END SECTION STORM DRAINAGE 1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
STORM SERVICE LINE 2. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY)
\ \ \ \ or,\ ENDWALL SECTION
3. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
RDRDRD ROOF DRAIN, 8" ADS
\ \ \\o \ CATCH BASIN NON -PERFORATED TUBING OR 4. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAYBE REQUIRED
EQUAL 1.0% MIN. SLOPE 3' MIN. NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
DROP INLET COVER PVC SCHEDULE 40 IN
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
9 \ 70 \ ■ STORM SERVICE INLET TRAFFIC AREAS OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
�_ - - - \ \ ` \ \ • STORM SERVICE ROOF -DRAIN -TP -TP -TP - TREE PROTECTION FENCE
I-277 6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE ON THE CURB.
oG
_ _ \ \
\ LD LD LIMITS OF DISTURBANCE �j 7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE JUNCTION BOX
NgRLID - - \ \ EXISTING DMH INSPECTOR.
rerowN RIM 643.03 DRAINAGE FLOW ARROW WOODED AREA
IN 633.28 \ \ \ 8. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT
LINE BREAK SYMBOL 250 PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE
\ MAJOR CONTOUR ARE ALSO PROHIBITED.
� EXISTING DCB \ � - ° _ \ � � 250.50
SITE Q T/C 643.70 \ o \ \ \ TOP & BOTTOM CURB ELEVATIONS 252 MINOR CONTOUR 9. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
EXISTING DMH OUT 634.25 250.00
RIM 647.10 _ - - � \ � \ \ \ 250 RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL
_ - \---------------- EXISTING MAJOR CONTOUR MUST BE APPROVED BYTHE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
IN 639.45 �- - \ r \ \TW=223.00 TOP OF WALL ELEVATION RIGHT-OF-WAY.
O OUT 639.02 - - - \_ !\ ° \ \ \ \ BW=213.00 BOTTOM OF WALL ELEVATION 252_------ EXISTING MINOR CONTOUR
�� - -- - - - 59� _ \ G \ \ \ \ \ (NOTE: BOTTOM OF WALL IS GROUND _ - EASEMENT LINE 10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
6 \ D \� \ o �� \ \ \ \ \ ELEVATION NOT WALL FOUNDATION)
W / sa \ i\ \� \ \ \ \ \ \ + 250.60 SPOT ELEVATION 11. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF
O - / / , EXISTING�DMH \ \ �\ \ \ \ CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
OO RIM 644.90N \ \ \ \ \ \
so IN 635.10 \ \ 12. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS
C� / EXISTING DI / / 3 \ \(�Otq 634.90 \ \ \ '° / \ \ \ \ IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
RIM
643.
640 266 N/ �� \ �\ TE MINUS 1 \/ / / / -aG \\ \ �\ \ \ 13. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
OUT 639.76 / I 1 UNIIOWN
/ soy \, / / �\ / / o� \ �/ I \\\ \\ \\ \
14. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED
PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
EXISTING DM I // // \ \ \ i \� \ / \� \ \ \ CITY/COUNTYSUBDIVISION ORDINANCE.
�I 648.�2
/ / I I l �J / / �j / \ OU f36.72/ \ �j� \ \ I N
/ / \\\ \ �\ \ \ \ \ 15. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO
✓/ / /1 �/ \\ y \ \ \ \ \ CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
\ 16. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE
/ / I I ( // / / / / \ / / / / oo\I� \ \\\� \ \ \ \ \ PROVIDED.
DISTURBED AREA SUMMARY / /1 / / �/ /// / // I (� \ \I \ \ \ \ \ 17. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED
TOTAL AREA 8.09 ± AC. / / II I I / j / / / / \ \� �\ I r \\ I \ \ \\ \ \ \ \ \ \ \ ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION
LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
--- 18. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY S POST CONSTRUCTION CONTROLS ADMINISTRATIVE
/ /i / J I / / / ///�// / / moo // -635- _ \\ t EXISTING CB \ \ MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE
- \ \ \ \ T/C 634.Ot9 \ / \ RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
�or� ��� - -\\ \ �o OUT 630.39\ �o\ y° \
\ \ - \\ \ \ \ �g, �Y 19. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO
\ / IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO COORDINATE
EXISTING QCB RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED
0- I I \ / \ 1 \ \ \ \\ �\ \ / \ T/C 634.42 �� �r BY THE CONTRACTOR/DEVELOPER.
/ N 630.12
�34 \ \ \ OUT 630.00 �dJ C ' 20. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING
/ Ac,��� / / I I I �6n1 I I I �1 I L I 1 °G \ 68' DUKE POWER R/W \� \ \ \ \ \ \ \ FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
`�T MM 1 / ( \ I \ \ DB 1868, PG 405 \ C� HTTP://WWW.CHARMECK.0RG/DEPARTMENTS/TRANSPORTATI0N/STREET+MAINTENANCE/HOME.HTM
�g� I 7.DI \ '1 1 _ \ 634.4\ EXISTN DCB
S / , I 7G/ / EX�IIST11 G PROPERTY - / / � I ` ���} Q / / / \\ I \ I '2 � � \ /I 90 T C 63� 1 \
� �� / I �� 1 I I 6$ s \� T 63 1� \ \ �J 21. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
°G / ! 3 \ ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT
RI<II� INLET I \ �o _-9 \ A \\ OUT 630.02 \ \ C/� r
� / � � \ \ \ \ � OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT (704)
l \ \ L ` �\ \ \ '� 336-3888.
oG \ - 1� / \ \\ 634.05 \ \�j 22. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET
/ /� / / / \ \- �� \ \ / \ w \ \ 634.20 \ f �r IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE
\ EXISTING UTILITY g �33.70 \ \ \ \ \ EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR
�� // \ /)� i)NTB✓4 / / / \ )� 1 I�1V -6 POLE/(TYP.) \ \ \ PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
/ \ 7.
ihNVqk - L - \ \ \ 23. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS
/ I I j j j // I� T- j/ bN� 9 t 7 _ \ \ \ REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE
I / G/// / / \ / / '�j�7 �� @� C� Ir up -'cam LD \� \ \ \ 12 FES / 33.50 \ + \ \
/ I / / // \ RfM�640.7 / o \ \ \\ \ \ SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S
/// /// •p+ j �/ / / \ \ \ 1 \ INV = 629.9 633.00 \ \ WORK AREATRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL
EXI NG CB CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT 704 432-1562.
47• / \ L 6 O g \ l\p \\ \ T/C 78 24. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL
84 L HDPE \ ( \ 3 W
\ \ 32,70 \ \ \ ( ) OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAYBE DIFFERENT FROM
FITTINGS T E \ \ \ \ I 8. 3 THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECTTO REVISIONS. THE REVISED TRAFFIC
V�643 7 \ / USED AS NEE o M X SL0�12 / 1� \ \ 35 s 635.00 OUT 3
) o s la \ \ CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W
f I t o \ 634.50 \
� 4.8% CLOSURES. CONTRACTOR SHALL CONTACT CDOT AT [phone].
0 'S �o \ 5 \ \ 635.40 \
'y 6" M ET \ q ` / Nam( \ \ �2 95 634.90 \ a 25. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT.
/ 37.1 / \ \ \
.3 47 10 \
RIM 64 1 � � o° o_ 634>�0 CONTRACTOR SHALL CONTACT CDOT AT [phone].
�y/j / / j/ % / 47 5 1 > / / \ 634.85
/ / % V= 3.0 1 F / r / \ \ 6 1.60 0 \ 635.8063 .
j J. // / 6 ATRIUM I LET 637.60 / \ \ _ - .�� \ \ 634.ET f
/ ri1- 4a / / �p / 647 64 0 o �p
4% �Y 6 7.95 RI b� r✓ \ / / / / \ DI DO I L W/ \ 0 E\COLLAR
\ / \ ° CONCRET& COLLAR _ `t \
INV- 44. ✓f NCTIO BOX 640.7 .. 631.3b = 3Z:u
�• • v J RIM=631. \
ASKEfBAL COURT ,� RIM=64 .5 \ Q RIM 638.0 v • • / ` / INV =-fi / �o \ \ '� s3 `O 35.90 \ \
W 47. .P \ V T=63Q.0 s4.15 \ \
,A/ 647.1 INV IN 637.3 ,� I • �. r /� \ \ \\ \ \
M INV T=637.2 •� J vFFE o0 2 S <F \ \ 4.0 \ EXISNG
S�k�iREE f �47.95� ` ... ` / / VCt\ON / ^ I \ 'hop \ \ \ \ \ T/C 6�5 72 \
PD� 640.54 ONSCR \ 631. \ RI 631.5 � /
631.80 IN \629.3
♦ -
�/ / // / / i ♦ / i 1 12" FES TY
/ I / /// %� ///j /% /�W�BW / / J� ♦ 8% / 63 .00 631.33 INV 629. - s3� \ \ \ \ \
/ ♦ M 61
SOP / � / A.
� 1 1 � \ \ \ \
/ / �/ / //\/ /✓6 .00647,20 = 6 \ IM=6 .9 /64i/ / / / ` l \ - EXIAI�SY2€AA�
�✓ M / 631p ss \ \ \ \
/ ✓ // / / / , <� - OUT 641. I ( )- /
TW= ♦� / / / TVd W INV N = 8'X5'-S ' B -. �o-
V IN 63 .9 -
/ 9.50 / IN 8'X LASS 4B% 632 Ill , - Ss S
_ /=646.95 `r' 00 / i I / t - IP-RAP APRON
TC BA 11I AP AP / y ; n 6�1 .4p
J TONE DIAMETER �-6'- i �- . , . �- � � N DIAMETER = 6"
AW=64 .5(� / /l 6 8. 6 / ( TC B � i /FFE-647.50 P - I /G E / MIN (PYPry
/ INV= 3 5 ,� 1. /A / - 4 / n SL P / THJ2KNESS = 18" / �� �� HICKNE S = dt _p`* / \ \ \ EXISTING HEADWALL \
LLLJJJ 64�9 / / \ ` �� V N 4' I / y, - ' ��� o ��*� * \ \ \ \� INV 626.26 \ \ \
0 T= 1. I / = ' _ i -;r*HDPE FE 6y� \ J \ \ \ \ '�7.5 LF 15 1;6yP > `�� ' I b E� J STREAM - RIM 34.7 - ss� µ \\ \\ \ APPROXIMATE'LOCA'RON
=6 7.1 / ��� �EXIS - _*I*�*�*' I \ OF ELECTRIC LINE Al
IN 2 6 \ fy _ OOF A (TYI�. / TNtl 46. _ �_� _ _ _ <� / \ NV T' =632.1 INV 0 T 6��3 4 \ \ SWEEPS \
12 H E� / = 46.00 A IN 0 / '*� * YA I L W \ /RIM-§�4.3 s \ \ \
/ - CAT@H N / /*�* v �1Vi1'N =631.8 \\ \ \
OIL ) c3
R \\ V A
/ - _ _ - *�•� N TIO B XJAJV'0
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ti
P R W (TYP IN 2 9 / rn roa ^ - - - � R M= 35. i - R ` Oo / o ss - E \\ \
/ INV IN =634.4 \
ssl /
�OD - _ \INV OUT =634.3 \ l
10' 'SETBACK Ss y \ �- '� u ` I _ J 6 17 LF you ou LF 12 H PE OS C NS P�\ of
Go\ ss <v 12 \ s \\
� � [XI�TIbIG �RI � � 82 _ 5 � .�E o � y Q � \ EXISTING CB Css
/ ss _ 6 - & W \ 1 \ \\ T/C 636.50 \ \
�€•JHI3'f�l�l %{--FYP - �� ,� _*I * / ssl
- - - _ u \J C IN BO \ G \ tb \ \ \ \ \ IN 629.20 (W)
u �ii - ...-. - a• - -pq)1 XIS IN 0 R D 7 e`' C� \
� �\ �\ � 1 ` � \ ( •) \ IN III 63 .4 \ O � p\ P TENTIAL CONFLICT � OUT 629.00 \X �
\634.5a�� �� 1 B T OF STORM= 632.7
v T P OF ELEC- �631.7
s \ - - - -�'� U TI N - \ \ \ 2
A�,63
6.9
\ \ \ \
IU=6349 \\ \\ \ 1\ \\yo \ o
oG INNIN =531. \ \ \ \ o ~ \ \ \
\ "Is o \ y INVV `QUT =631.1
` \ sss\ss n OPEN EVENT
C>
o \ SU SU FA E YS EM / RIM 636.
/ o / \ \ \� \ \ ss s5 o ss s OM I TWA DS RD HD N I EP H 1 OT ER Y( P. R Y \ �O \ m IN
\\ ss \ \ ° \ I 1 MI SOP I 0. % \ \ \ - -------- - / RIM=635-8-
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/ RI 6 7 SLOPE-
o / \\ \ ♦ \ R6� INLf = ( / �� / I IN �N 831.2 0 1.9%
/ \ ♦ \ \ -9. °° N X: 1 ° I INV
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11 STORY \ \VA V A �l A V A eA v _ - �� / I �� I■■� r A
BUILDING
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PEARL PARK WAY / \�� I \ \ <\ r' - w w w -
PHASE 2 IMPROVEMENT / \ J \ �� \ \ e 64geq$ l �� M N M w \
BY OTHERS
TRANSFORMER
10 7
HDP CHARLOTTETOWN EDWIN LLC \ \ TREES ALONG THE \
PARCEL: 125-201-52
DEED BOOK 32118, PAGE 607
LOT 2 MAP BOOK 61, PAGE 574
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT
MATERIAL.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS
WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE
EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED.
SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED
AND/OR RIP -RAPPED.
3. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER
POLLUTION IS MINIMIZED.
4. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHNICAL
ENGINEER.
5. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE,
SLOPE TERRACING WILL BE REQUIRED.
6. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE THERE SO, OF BUFFER IS
NOT PROVIDED.
7. ALLTREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE SHALL BE CHIPPED ON SITE AND
HAULED OFF SITE FOR DISPOSAL.
8. ALL DISTURBED AREAS TO BE SEEDED PER CLDSM 30.17(9).
9. NO DEMOLITION TO OCCUR PRIOR TO PRE -CONSTRUCTION MEETING.
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
BACK OF SIDEWALK
ARE NOT TO BE
\\ \ �\ \\\\\ \\ \ \ M \ _ ��\ \ INSTALLED UNTIL
W
\ , �-w w1� - \ _ ALL GRADING IST� -� \ \� \�j \ COMPLETE. (TYP.)
iIj
CHA,RLOT-TE \�E�IONAL R1<ALTO�
\ \ SSOOC A'ION�NC. \
�,PPAS \
\ \ \ PARCEL: 15-201��
_ 5 WOOD \ MIDTOWN L C DEEb $00 t$ 51; PAGE 241
x �,� _ PARCEL: LOTS MAP\ B 0,K-61, PAGE 80S J� 1
\ 125-201-3 \ \
\ DEAD B00 \ \\ ICI
NAMASTE PROPERTIES NO 1 LLC 1 3.2107, PA 6
PARCEL: 125-201-33 I 436 LOT
DEED BOOK 29566, PAGE 403 MAP BOeK E 1,
LOT 15 MAP BOOK 332, PAGE 354 PAGE 803
I �
v I \ 3
I
1 \
/ 3
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3
I1
CHARLOTTE REGIONAL REALTOR PAPPAS MIDTOWN LLC
ASSOCIATION INC. \ PARCEL: 125-201-43
PARCEL: 125-201-41 I DEED BOOK 32107, PAGE 451 I
/ I - DEED BOOK 6862, PAGE\179 LOT 2 MAP BOOK 61, PAGE 803
LOT 5 MAP BQOk 61, PAGE\803
\ \ \ I I
1
\ T\
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
MECKLENBURG COUNTY ASSET AND FACILITY
MANAGEMENT
VALERIE WOODARD CENTER, SUITE 6000
3205 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28208
MECKLENBURG COUNTY PARK AND
RECREATION
5841 BROOKSHIRE BLVD.
CHARLOTTE, NORTH CAROLINA 28216
1 E"OURG COGy
,• Mecklenburg County
Park and Recreation
99� PLO
4ND pEGPE
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048769
REVISIONS
NO. DATE
1 12. 11. 2019 MCCE REVIEW COMMENTS
2 03. 02. 2020 REVS PER CITY & LUESA COMMENTS
3 03. 02. 2020 PARKING LOT ADDED PER CLIENT REQUEST
4 03. 12. 2020 REVS PER LUESA COMMENTS
5 04. 15. 2020 CLIENT REQUESTED CHANGES
6 05. 18. 2020 REVS PER LUESA COMMENTS
7 07. 13. 2020 PAVILION REVS PER COUNTY COMMENTS
8 10. 30. 2020 CLIENT REQUESTED CHANGES
9 12. 21. 2020 CLIENT REQUESTED CHANGES
10 02.08.2021 STORM REVISIONS
11 03.03.2021 JOINTING INFOMATION
12 03.16.2021 GRADING AT STREAM
PLAN INFORMATION
PROJECT NO.
MEK-17000
FILENAME
MEK-17000-G1
CHECKED BY
BGP
DRAWN BY
AJB
SCALE
1"=40'
DATE
12.06.19
SHEET
GRADING AND STORM
DRAINAGE PLAN
C Soo