SW3201201_Plan (Prop. DA)_20210317

\ SITE INFORMATION
\\ STORM DRAINAGE NOTES:
ROBERT MATHIS TIMOTHY CHARLES HUGGINS \ \
\
��\ \ • SITE AREA: ±33.44 AC I. ALL STORM SEWER CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE TOWN OF WINGATE LAND USE
PID: 09057010D PID: 09057010C A�„
n yo \ ORDINANCE AND ALL OTHER COUNTY, STATE AND FEDERAL
' ' \, � v � • PARCEL: 090-570-10
V PIE: 5347 PG. G2H �Pr` \ REGULATIONS AND/OR STANDARDS.
iI
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11 \ ` \c \�\�°� \ . WATERSHED: RAY FORKS STREAM / YADKIN PEEDEE 2. CATCH BASIN RIM ELEVATIONS ARE APPROXIMATE AND GIVEN
11 ' ` \ TO PROPOSED GROUND ELEVATION.
s
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(, \ €,01
( , ,�, , , .,, , W11; ;, AS , , „ �\ „ • DRAINAGE AREA = 6.86 AC
1_ I p /� T p � , "' , �X, \ \ ) ;:.,. \ 3. RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE
11_) <'; ', PRIVATE E DRIVE )f 1 . _ W "" 113. \ \ `°° \ AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM
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(IIIIIIIIIIII-1111111111111111111111111HIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIF�i1111111 II IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIII--lllllllllllllllllllllllll � TY LIN IIIIIIIIIIIIIIIIIIII- 1111111111111111111111111�1111111111111111111111 III IIII II VVI�VVUIIIUIF-�IIIIIIIIIIIIII�IIII OPER TOTAL SITE IMPERVIOUS. IIIIIIIIIIIIIIIIIIIIIIIII-�IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIF�kIIIIUV�NNmlllll-IIIIIIIIIIIIIIIIIIIIIIIIIhlllllllllllllllllllllllll PR IUVIIIIIIIIIIIIIIIIII-{I �IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIF�-�IIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIII�III-11111111111111111111111111�11111111111111111111�11 s �LDIIVIP4r� IRllllllllllllh�lll �'IV HIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIII-(IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIVIIVIIV»IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIF-IIIIIIIIIIII IIIMw�IIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIVIIVI➢VfV�II�IIIIIIIIIIIIIIIIV�I Il�lllljllll ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND
o:l,, u
I : \, „ \, .€ _ ADJUSTED TO MATCH FIELD CONDITIONS.
�11/ Al,PRE IMPERVIOUS 6.3I5 AC
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�� ... , ., ...,., , ,.., , ... ,....... ..... d r w „
t : : ..:.... :......... : ... : : ,. .::::, , �, III - -0 ..... 1..I r "c ).. ... I.:.(" ...., I ;. L;. ,, „ „ � I I ,, , ! ,,,� �.�, �I ,,, ,-(, ,,.� - (, (, , � PRE IMPERVIOUS TO BE REMOVED 0.714 AC
.. �t. u( (, M (., G So..8 �, �; ,; ... Y ., �, �,,. 4. COORDINATE ALL CURB AND STREET GRADES AT
X`
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�,, �:' - -r> sn, - �,,,, - cr; �` - t;<sr� _ - _- 9;, ,. - �. - A \ POST IMPERVIOUS - 4.871 AC
y ,. a o�.D (,., _ ,' �, ...... e°a \1 ,:,,I„ A �',) INTERSECTIONS WITH INSPECTOR.
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u I o \ \'s' • TOTAL SITE BUA = 6.315 - 0.714 + 4. 871 = 10.472 AC 5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO
a �) \ \
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� GRADE ADJACENT PROPERTIES.
„ „„„, „ „
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\ \ • INCREASED BUA FOR THIS DEVELOPMENT
", �, a „„ „\, III > \ �; \ 6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEPA MINIMUM OF
- E) "1( -," \ \ ", `S``" \ hhhw <;, v „ , > w; ` \ \ ,",:,,, = 4.871 AC - 0.714 AC = 0.50% SLOPE ON THE CURB.
\ ) \" x� 6" I\, \,- \ 4.I57 AC
i'•
\ 4r; _� ,G,,,�,,,,,?\ 7. iMi 1 \ CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED
�ur�a --- -- a '\ �,,�), I 2,,��) N
'� � \ BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED
, �_ ) ..... � \
�" / � i V" (�,\)°'°. A STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED
,�,�� UPON FIELD CONDITIONS.
f" % \\ 8. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA
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\ 'A� \
hh vl ) ;,, 1j jj 1 I .. \�,,,,,,, o '° \ NCDEQ COMPLIANCE:TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED.
' III IIIIIIII III IIII \
\ \ \ .0 ..,
III III, f \ 9. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
,�' �11�c'y �` >> �\/ � °�, "'� "III' � \ \ ��i /� \ THIS SITE IS A COMMERCIAL DEVELOPMENT LOCATED IN UNION
I �,Uz,., ' ..... / --- ~ \ ) t \ III) III (IIIII IIII""), "' , �, C� \ COUNTY, NC IN THE MIDDLE RICHARDSON CREEK AREA. THIS UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
4, \ �
,�
� �� ""`( \ �./7 \ �� \ 10. IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES,
��o �s \ O DEVELOPMENT IS PART OF A LARGER SITE CONTAINING AN ES
\ \ \
EXISTING PERMANENT SEDIMENT BASIN11_ 01 ~ (/ \ EXISTING BMP AND EXISTING SHEETFLOW TO PRESSON ROAD. HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE
/ ) c �., ;;; �� �. I I C„ III III IIII III µ \ \ FOR THE PURPOSE OF THIS PERMIT ALL CALCULATIONS ARE CONTRACTOR SHALL INFORM NATURAL GAS PROVIDER.
) REFER TO L.B.S. & ASSOCIATES UNION COUNTY <� \ s , ~ s}' " "" "" \ \
JI I " 'y, \ \ t)" \ BASED ON THE INCREASED BUA AND DRAINAGE TO THE
I' )....,,, JAIL EROSION CONTROL PLAN, PROJECT NO. 91010, ' \ ) \ " 11. ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC
I ;)' DATED OCT 12, 1992 / III III IIII "' III III III "' \ ,. \ ", \ PROPOSED BMP. OTHER DRAINAGE AREAS ARE FOR REFERENCE \ ..... .
•••., w ,�" STREETS HIGHWAYS OR PUBLIC RIGHTS -OF -WAY ARE
\ 6,CAlL,CS ILr11 4:::P /IIII?IL:::,IL.? ) 4 P IL:::JNS,�II�IL.. II II...OVC /S IIN \ \ \ ,, `<<,, \
`. € , ,, ,, \
TO SHOW THIS DEVELOPMENT WILL NOT ALTER EXISTING RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
�,, I / ( \ \ / y. , , , Q.:)S ) C(:)NII.)II ) II4,PN I[) C N(:) ) II XCII JI..JI..) II IIII.... \ ' \ \,,, \ \ DRAINAGE CONDITIONS AS BEST AS POSSIBLE. THIS COORDINATING THE WORK WITH ALL AFFECTED
/ / ;, . ................. c )
I �Ilj�,_ / , ;;; ) SII Il.ii. CAII,C IB(4 (:::)IKy \ \ - \ GOVERNMENT AGENCIES AND UTILITIES AND INFORMING
i
/ \ III ,,,, ,,,, "' III"IIII,,,,,,,,, ---- ---- -- \ \ DEVELOPMENT IS MEETING NCDEQ REQUIREMENTS BY USING THE OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS
-- \ 6" I ,,� A ; \ \ MINIMUM DESIGN CRITERIA (MDC) AND RECOMMENDATIONS DUE TO THE WORK.
III ' I -\ '"'��'I�gin/ ,,,,r
/ III"" III III,,,, ) ) \' S4a ,,t \\ FOR THE PROPOSED STORMWATER CONTROL MEASURES (SCM),
I --- nn,,,,a ,..... .,) ;;; """"" ) �p � \ \ ' \ \) €,..' I, THE SCM CHOSEN IS AN ABOVE GROUND SANDFILTER DESIGNED 12. RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE
I 1 ) \ °`"".,,,,,,, III s III III III III 0 �,,,� � 5As � '�,, \ \\ r, OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE
...... \)wf TO THE MEASURES LISTED BELOW:
(( p y PUBLIC THE WORKERS AND GENERAL PROTECTION OF THE
III IIII III III III III IIC III III III ;; III / \ \ WORK SHALL REST WITH THE CONTRACTOR DOING THE
r I .........,,, � / <. \ \ IIII \ \ \ " WORK.
I, c III III"IIII, III,,,, Iol
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} �p � IIIII \' ( \\ • WATER QUALITY
`'' `' rt' / / � III) III IIII :; III III"" ": 0 „ �5 ,;,'' \ Illlllllllll w ten° ' \ 13. ALL TRAFFIC CONTROL THAT IS REQUIRED SHALL FOLLOW
}� \''',, NCDOT STANDARDS
` ' , ' \ ,,, C 6,CAII CS II)IIR4 CV1IIII)II II) )) II NSIu11:Rll II II ) )WS IIN \ \ , �, \ \ �\ \ CONTROL POLLUTION REMOVAL FOR THE I INCH - 6 HR STORM
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I �, -.. \ . I (:.)S ) C4...)NIL.?II )11(:)N II.?4...) N4...) ) II XCII.II::::,II? IIDIIRII::::,. \ � \ \ \ \fU, \ 14. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE
c;
`;7 >€ter ._. Y SII Il:.:: CAII,C 1I3(::)(::)IK) \ ,.. ro "^,, \ \ STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE
7 (.I (, INSPECTOR.
......
'�,
��­11 15 EARTHWORK CONTRACTORS SHALL NOTIFY AND
t \
,. A DETENTION
4,
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„f \-„u' , A \ \ \
°i°°°"„" °°,"" l `' 1°°°°'u�"",�r,,,lw .. ........ �� I', r.r"� `�'1 � � � �y� V�'�' , A CONTROL PEAK FLOWS OF INCREASE BUA FOR THE 2 YR & 25YR - COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING
a
I �"" ''� \ `" FACILITIES ON OR ADJACENT TO THE SITE BEFORE
\ DISTURBING, ALTERING, REMOVING, RELOCATING, STING
6 ;, HR STORM EVENTS
........
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11 A \ G, A G, R G, R G, ADJUSTING
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��� / \ \ �''(a INCREASED BUA 4 157 AC OR CONNECTING TO SAID FACILITIES CONTRACTORS SHALL
I' r ...'_". '...III IIIIIIIIIIIIOIIIIIIIIIIIIIIIIIL..... ....... IIIIIIIIIIOm _....... .:F.mIIIlOII y \ �_� �" PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF
\ mllllillllllw ...m \ .. l \' s OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL
UI i, O ' , y f G'% ;; \ \ \. ........ .. SQ8 ,�,
�� \ � IIII \ oC:>I`' \ \� \ RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED
jl 1
_ _ �1,
_ ,s � �,�,., - 1 TO MATCH FINISHED GRADES.
} �� - _ _ _ N v? v
11 �'(( ; ("� �� / °' � �C " 16. EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK
)�) i _ 1 b ��O �\ \ WITH ALL OTHER CONTRACTORS PERFORMING WORK ON
r� \ �, ...,,�, .,.,: ��
�� I }„u " IIIIVVVVIVIIII� ���' ��� -� �� ��°"� )� \ \\ THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION
I 7 -, _
JI/ �NNINM � �� / .,�\ \ OF THIS PROJECT.
co m, , I ) - .- UID�I �NINNN I (, ��, � �,- \
�) (`�"�"' „I \', �) �� �' \\ 44 A r \ 17. THE CONTRACTOR SHALL USE WHATEVER MEASURES ARE
�,;" �,'; �,. �4 �NINN \ / I(I \ \/ WIII,< GA GA �NNN 0 \ ' \ REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS
n _
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t
" ��
CY.� \ \ \\\ \ \ FROM FLOWING ONTO ADJACENT PROPERTIES
/ GASi �, ° �.,�� A \ CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND
MI�IWN a v�l ` __ „., �,), ` (i A w /,.,, �.' '" �. A \\ \Q \ FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES.
,......
�� I ti ......... ,.. �I�V ��,-,� lV \,` �) CC �, (;uA 10 (, I8 ,,,�. ��� ,/ \ ,,,, � �" \ � AV (s� CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION
�,�.,� s, �,,., ti A
, �11 .. ��� , ' IIII,,,,, A IIIIIIIII 5°� ('�1 V s AV / \. V CONTROL STRUCTURES UPON COMPLETION OF PERMANENT
J c\` I II ICI (�DRAINING
�, V
x y�<'1.f a \\ \ DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS
\ INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED.
I �. (., 18 HE
.,.. , ,.,.,. .. • • �, V J, w . 00 \ \ \
.,,.... b,'` III" \ \��.
I «, o" / . FOR ANY WORK ON THE STATE OR CITY RIGHT-OF-WAY, T
I I' �I ,,,,) C'. , \ \ \ \\�� \ \
a .......
(, n (, �, CONTRACTOR SHALL.
\ \
� 1'ii, � [� : / ...... ..... � .. ......... � ............ ............ .......... . .1 ...... . } \... \ \�
I III ;,/"w. III III III IIII ,;, III 18.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN
''lr ....
\ \ \ I \ THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS.
} III III III ,,,, �,� 8 p
`,', � )l \ \ \\ s� � / A �\ \� \ THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR
.,,.,"
„ ,� �'' / v
STE
M TRUCKS
R OTHER
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III"" m, III III III III" \ \ \ � \" EQUIPMENT. ONACOMPLOETION OF THOE WORK ALL
„
/ ' r �� -) /� �' \ ',, s \ EXCESS MATERIAL SHALL BE REMOVED FROM THE
,11.
.r'��� ( DO , I
\....
�, 18 2
�•• � � RIGHT-OF-WAY.
/ `' �s'. (�( III""'� I ;:, III„ ": �:�����,,,� }C) \ PROVIDE ALL NECESSARY AND ADEQUATE SAFETY
"I � ��'
�" ���"" r � ha V � ' / � PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT
�.
11
I (:; n)')` (,) ("') '�' III"' ,,,,,,,,, III III III �:� A" BARRICADES AND FLAGMEN AS REQUIRED BY THE
/ \ ,,.< ,I �� �( \ ,, \ \ ,. / .. ..... I � - LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE
��' �� \ <:;� ..) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
( €' 'E;ti a.,,
I I ", i / / v •� / v�
- - - THE GRADING CONTRACTOR SHALL BE SOLELY
\ (I \ RESPONSIBLE FOR AND HOLD HARMLESS THE CITY OF
I I / \�" \ ARCHITECT/ENGINEER AND THE OWNER FROM ANY
IIIIIII u� I, \
.6 Tw ' CHARLOTTE, THE STATE OF NORTH CAROLINA, THE
000
/� - I ( . ' �, 0 �� \ \ p m ' \ \ \ CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE
PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING
'I / C \
I / A A 18.3. PUBLIC.
� �° '�" • � � � COMPLETE WORK TO THE SATISFACTION OF THE
/ C w "\ ��" ) a \ ss \ TOWN OF WINGATE, UNION COUNTY, AND NCDOT
' I a ti,.-
I I, c, ' $ r �(~' ( , '( \� N
11,, ,, I AND OBTAIN A LETTER FROM THE DEPARTMENT
1ell
"
5R / \
STATING THAT THE WORK IS ACCEPTABLE.
I i 1 / 100 ,^ yp r° ., I y� �.° I \ i. 1
/ ry \ 'o, � ° C "" / A N\ \ \ \ s. ( 19. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER
�" ,,.. 11 \, -"' / I � SI UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS
f 40> A I I (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR
�I I THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
\ j ,,� j A A, ( / pCp 20. CONTRACTOR SHALL REPAIR OR REPLACE IN -KIND ANY
�'.A� �,,
".. �' "" �„ A V "'" DAMAGE THAT OCCURS AS RESULT OF HIS WORK.
;1 \°
,, IIIII 21.
y \
�` "� ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE
ry q
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r A CP 6i .r, p E �I` /
IIII
I { � � .� N w p ` ,,. � )�\ ` �\ / \ / �,,�, APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY.
( -v. \ 22. POST DEVELOPED TIME OF CONCENTRATION ASSUMED TO BE
/ p / ,. I I �'.'� IIIII IIIIIIIIIIII „� h.a ',� .
IIIIIIIII I .........IIIIIIIII IIIIIII , ��. �I L....... ......... IIIIIIIIIIIIIIIIIIIIIIIII ............... IIIIIIIIIIII IIIII ) �.. ..
.......I IIIIIIIIIIIIII IIIIIIIIRIII':.... 11�1IIIIIIIIIIIIIIIIIIII �j IIII \ F a. I
�ID 5 MINUTES (0.0833 HOURS).
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23. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE
I 40 I � ' -- �\ \ \,. , 55° � � THROUGHOUT CONSTRUCTION.
"
I 535 t w-,. °:, ,,..,�..
I \ \ h°� ......... ........ ) 24. MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR
\ ,
kri
` III III III,, I : III,,,, l 1 CLASS III RCP / HDPE AND 2 FEET FOR CLASS IV RCP.
,,,
I � / i 1�1
,,,
�� I
N \ o p p \ \ �� III"" III III ;; I� , �,,,� ( 5I ,,,. � 25. ALL NON-STANDARD DRAINAGE STRUCTURES (CBS, HW'S,
V � � FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED
I �11
I SAND ..TABOR BMP. UND �. ......�.- �� N W p X 'A° ::: �,� �,,,,,,, AC Q� ', y „������ Iw CONSTRUCTION DRAWINGS.
1::: �: III III III:: �,.1 �,
\ TO DETAIL ON SHEET C3-05 /
�) I �' `" "` '1000000",("),
;,�� 26. "AS -BUILT" DRAWINGS AND PLANS OF THE SAND FILTER AND
"" \ „. \ Q,
\-, / \
\ >,o ____ 11_ ... ... . 111, 111,
" `l� ... �___ ­.. ----
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mVIIIIIIIF- IIIIIIIIIIIIIIImIII IIII1I
,, ", I � j��... �' ,,, V DETENTION SYSTEM MUST BE SUBMITTED PRIOR TO C.O. HOLD
\ \ / .... III,,,,) IIIIIII ,:, III ,,,,, � , y
III°"IIII IIII ,;;. III III III, m,,,� 11 �0 1 `' `I ), RELEASE INSPECTION TO THE COUNTY / STATE ENGINEERING
\ \ IBC 1 I DEPARTMENT IN ACCORDANCE WITH THE PCCO.
"'`\` 27. HIGH -DENSITY POLYETHYLENE HDPE STORM DRAINAGE PIPE
_ \
,'. ,�, p )
\\ rr \ ��p
' INSTALLED WITHIN THE EXISTING OR PROPOSED PUBLIC
�,y, ., k 1 e o0r ,. (,
\ po- ' STREET RIGHT-OF-WAY MUST BE APPROVED BY THE COUNTY
I > " ," \ \ u I L
, � ,,.,�� � $ Iw � � INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED BACKFIL
`' I;. I "' u; MATERIAL MUST BE APPROVED BY THE COUNTY INSPECTOR
a ,, p PRIOR TO THE PLACEMENT OF THE MATERIAL WITHIN THE
p ,,,'' �` �'a\ s4 -"" PUBLIC STREET RIGHT-OF-WAY.
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28. ALL FOOTINGS ARE ASSUMED TO BE BE RECESSED TO A DEPTH
I , IIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIII-�llllllllllllllllllllllll�lllllllllllllllllllllllll�llllllllllllllllll�lllh'lllllllllllllllllllllllll�lllllllllllllllllllllllll--�IIIIIIIIIIIIIIIIIIIIIIIIhllllllllllllllllllllllll�'IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIII-�IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIHIIII
JJ \ Y,, I WHERE THE STORM DRAINAGE PIPES ARE NOT WITHIN THE
" PROPERTY LINE ,, I STRUCTURAL ZONE OF INFLUENCE. PLEASE REFER TO
I I I IIlI ''a, III, � � w, . I. \ I \ z I `(,") STRUCTURAL PLANS FOR DETAILS.
540 """4
/
535 /
__ / /
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111111111`
HELMS JAMES DONALD
PID: 09057011A
1 " = 40' 4)
0 20 40 80
CREECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, INC 28202
704.333.0325
WVWV.LANDDESIGN.COM
INC ENG. FIRM LICENSE # C-0658
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Project Number:"„„l026
Date: 01 / 18/2020
OVERALL
STORMWATER
MANAGEMENT PLAN
C3-01