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FINAL APPROVAL /18/2022 \ \ ♦ �\ GENERAL NOTES: ZZZ _
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CHARLOTTE. PROJECT NUMBER: < CURVE TABLE N 5°43'53"E \ `\ `\ '•`'\\ 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY Y
�.y a 14.10' `� \\ 'N'.. PREPARED BY: OZ
EN�I EERING �q CURVE LENGTH RADIUS DELTA BEARING CHORD TANGENT °���° ` \\\ COMMERCIAL SITE DESIGN
PCSO/ TE ION / DRAINAGE PLAN Cl 188.60' 403.84' 26.76' N50°35'29"E 186.89' 96.05' - ` C
8312 CREEDMOOR ROAD SQ
f� `\ \' .\\ , /' RALEIGH,NC27613
�� ®�-�;- -7'.,. -� ` �6':0� �\ \4:.. �\ / / / // PHONE:[phone] It N Z ui k k
ERRS ON CONTROL �' A �'=
Pe er R i Uea C2 42.15' 403.84' 5.98° N34°12'54"E 42.13' 21.10' I � ` �� 2j \.:�\
\\\ O /A \\ \ -'' \ / I 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE Z � j j O
C3 172.64' 403.84' 24.49° N18°58'41"E 171.33' 87.fifi' / N \�\ ��` OG�_�\ \ a / / / AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF W W °,5 it.' W ~
URBAN _FQ TRY + a.
�+ % rl ISC Il / \��.\ \\ �A�� v \�\ / / �, /' UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. Z Z IZ
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A ��A Opyc p �� \ ' .\ `\\ C �\ \ \\ / / 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE U U -
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T IS PLAN A ROV A ( I/ \♦♦♦ \ �\\\ COTl� \\\ \ �\\ / /I 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPdRTEQ TO LLJ V V O
I NOTE: CHARLOTTE Vd E Cp y y `\ \Y' \ \ '\ /R
�\ Yy �\ / / THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
INFORM ION CALL 704-336-549 cFN1 ✓ •� \'+'�` \, '9y \\ \"+N\\ / 4' / RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS,AND DIMENSIONS
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OR VISI http://charlo ewater.org Tj >M I y \`� \ \ \ J \..\ /
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NOTE: T IS PLAN APPR VAL DOES NOT /� "' \ \ \ \ \\ \ / % U
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INCLUD: COMMERCIAL ONING, ALL BUILDIN ii f `\\\` \' \ \\\ \\ C.•
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PERMIT• ND ZONING A PROVALS CAN BE ltl \ .♦ •\ \\\ \ \ -]i / / RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN NNNNN
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OBTAIN AT MECKLENB RG COUNTY CODE I \\N. \ -'\ \\\ \\\ \:' \\ /�- �/I PROPOSED // / / OBTAINED. NO CONSTRUCTION OR FABRICATION OFANYlTEM SHALL BEGIN UNTIL THE M
OBTAIN ENT. PLEASE CALL CTAC AT // i'• .i': \`\\ \.'�\ \ \ \ ",t/� 20'SANITARY / r� / CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF N O N O <[
704-314 ODE(2633) FOR MORE INFORMATION. \ \ \` " \ �. ''•.\\ _ / / THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE N St co cfl h 0
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NOTE: S jI!MULE f RE CEPd:�RUCTION MEETIPIC /� ��-��_ \♦ \ " ,.\ \• r \�: `" �, i %/ / CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO
-� WATER, SEWER& •\ \• \ .".\ \\ \� \' �` --•�" /2 // / / ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MOQIFICATlON OF THE WORK
AT LEAS‘48 HRS. PRIOR TO ANY LA / \ \I . ACCESS EASEMENT \
DISTURBING ACTIVITY USING THE O LINE VITY MAP �7 N \\•\\ \q` �\ \�`_ \'.-�\��� // // / MANDATED BY ANY REGULATORY AUTHORITY.ALL CONSTRUCTION TO BE IN
FORM FO ND AT http://charlottenc.gov/Id ottenc.gov/Id �/ \` DEED BOOK 9849, PAGE 443 �\\\ �. -� // / / / ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL N M
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►� ", .\ •\,\ ?,, \ J,?� &REGRESS EASEMENT \ /� \i/N..*,,,,,...a, / 6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS pF EASEMENTS, UTILITIES
I : \ .• \\\ \�',".� , DEED BOOK 9849, PAGE 443 \\/q / I AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
/ `. \♦\•`♦ • \• / / / 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SITE KEYNOTES: ` \ \ I \ / SHALL BE PROTECTED FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM
\ . N:- -N \ /
RIGHT-OF-WAY \\♦♦• `.`\\ \ . �. \\\�`\• �`t \ % % DAMAGE.
Oi CONSTRUCT 2.0'CONCRETE SPILLING CURB AND GUTTER PER DETAIL SHEET / / •'� (!yp) \ / •• `�� \\ / / 8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
® CONSTRUCT 2.0`CONCRETE CATCHING CURB AND GUTTER PER DETAIL SHEET 8 I \ \\\N. N�\ \` �`. 1 \ / �° // UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY
\ N• . N. Na ` `. \vim 'y/ / / /"\ 9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
03 CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET \ ♦ \\\ / \ ,� / \\ SANITARY SEWER EASEMENT INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. MEM(100) mom w
sp `\• ♦\\\\ •\♦\ \ �♦ /� / \ / ,/ \\ DEED BOOK 35894, PAGE 474
® CONSTRUCT CONCRETE HANDICAP RAMP PER DETAIL SHEET ♦\ .♦ \ �\\• �\\a,f �`. // / \ / ,' \� (TO BE ABANDONED) 10. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. (anP��-
O HANDICAP PARKING STALL CLDSM ♦ ♦ 60. A
MODIFIED ♦ 30 POST •\\♦ ♦\\\ \'�� ♦♦\\\\ °� ///`♦\ /i �Q4 /// /\ �// 11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
TYPE I1 ® C2 q� CONSTRUCTION \ `♦ -� \ `�\ `\/ \ ♦ i \
® INSTALL HANDICAP PARKING SIGN PER DETAIL SHEET / \ \ `\\ . `\ °� ^.` P" /f// �Q /' 20'STORM DRAINAGE EASEMENT 12. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE 2 C � g
DRIVEWAY4 CONTROL EASEMENT . _\ t / / o,\ / ep
/ (STD. 10.25E) 1 I 10'i'AO`SIGN ♦\ .` 4 \•-,:\ ♦♦ / / / h' (PER GRADING AND DRAINAGE / UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING 3
6a INSTALL HANDICAP PARKING SIGN PER DETAIL SHEET 20R!. ° . _
/ T!?IAN 'L.!< AREA TO BE COMBINED INTO \ \ ♦♦ / °� 5,Q \/i/ ' PLAN PREPARED BY OKA / CONSTRUCTION.
(SEE SNEE � / ♦ ♦\ \, v♦ � N♦ ��� / 2 I I �
/ ,`, / N 17°01';"' E TRACT 1 •\\ \ / / \ p N. / \ ENGINEERING, DATED 9-08-2021/ ` '
O7 CONCRETE PAVEMENT PER DETAIL SHEET / G10J \ s �4. - T 15,837 SF OR ACRES • ;y \ W ,
/ t / .�pr`�.♦/ \♦ \ ♦\ .\ �/ \` �♦ /, 13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION /��
10`X 10'SIGHT _�``` N
\� `� / ' / o ♦ CO 2 \ / LIMITS"BROOM CLEAN AT ALLTIMES- }® ASPHALT PAVEMENT PER DETAIL SHEET / TRIANGLE `✓ 5R // \ \ • ' / ♦• • ♦`�F �S'/ ,,/ \ ARE / mod'/ .o ♦ / 14, GENERALCONTRACTORWILLERECTAND ILLUMINATE A SITE IDENTIFICATION SIGN, PER
® TRANSFORMER PAD BY GENERAL CONTRACTOR, PER ELECTRIC COMPANY SPECIFICATIONS,(COORDINATE 4BUILDING 20'!' , 1 ♦ / ♦ 7 `♦ `♦ / /'// \ / ac. `e40 CTj O \ / \ /t v . erg, / \ \ ® , ,�� \� $ O Qq T, OWNER'S SPECIFICATION. COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE
SIZE AND LOCATION WITH UTILITY COMPAN w`\1 SETBACK © '.�7� OW♦ ` . \ ` ' i . �S . '4'Y x / /G`Z_ (PROVIDED) / ty 5�` /r\ `♦ ♦ S SPRATT LEGACY PARTNERS, LLC `. ♦♦ / \ / // ♦♦\ u� ♦:���`Sc°.� / \ ! i 15. FINISH CURB ANQ WALK ELEVATIONS SHALL BE 6'ABOVE FINISH PAVEMENT GRADE
10 CONSTRUCT DUMPSTER PAD, SEE ARCHITECTURAL SHEETS FOR DETAIL O �� - -�/ \` 0' \♦ \\ 90 TRACT TWO ♦� ♦. // ♦\ `qG F�L� /
ci / �' RIM=659.00 / n ♦�9 \/ UNLESS NOTED DIFFERENT ON PLAN.
/ P ,.9/6, ,,,.,... `\ • `. ® \\ ,\6'� DEED BOOK 2$581, PAGE 428 • ` N'''',... `•�� ;\
JNV!N-651 40 y a \ 16. CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED
i 1 CONCRETE WHEEL STOP PER DETAIL SHEET / ,C ♦\ ♦ •`\ ♦ 6' \ ♦ c / �\ / d
'`��� INV OUT',&51Q�- \ L • ♦ t / \ ,
O� (/3 / ,C 4 / .\ •
, ♦ �` PARCEL ID: 143-261 14 . • o
/ e'‘
�. !�, 6 % 20R ;N. ,rij ♦♦ `\ 0 /� ♦\ `♦ TOTAL AREA `~--- \`♦ `\ .♦♦ / \ `\ / PER OWNER'S SPECIFICATIONS.
12 POLE MOUNTED AREA LIGHT G // 2 1/<0� ♦ . 1' \ \ \ \ / �♦ O
0 / O ��G QP // �. 0 /�C \ ♦`\ ® \. \// + \\♦♦ 75.3' 89,342 SQ. FT: OR 2.05 ACRES �.\ \\ \\ ♦` ♦ � ' �� 17. ALL RADII DIMENSIONS ARE TO FACE OF CURB. Q
13 PAINT 4"WIDE STRIPE, WHITE O \G 3' ' / /° 10'R • • • • / `�O V ti / / 1, /'�r� ' \\ `\` BUILDING REMAINING AREA c U
p /�' 1 '"'� O \ • ` ` ♦ / ♦h u r 18. ALL UTILITIES TO SERVICE BUILDING SHALL 8E UNDERGROUND ON SITE, UNLESS
J O g / SETBACK 73,505 SF OR 1.69 ACRES ` \ \ / / 0
i4 PAINT 4"WIDE STRIPE @ 45°, 2 FEET APART o �/� Q O o,� , y o �1Q• 1 2 \ \♦ ® \\ \♦ ♦ \
o O l� 6 / 5 / 1 O \ \. \ V \ . ♦ {PROVIDED) \ \ •\ / / OTHERWISE INDICATED.
• =
0 PAINT TRAFFIC ARROWS PER DETAIL SHEET ' Oyu // HOC\\ a ® \`♦ 'SR •\`♦ 1Q ® •\\•\\ 15'POST .• \� \`\ // // SOS f 19. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS,ROADSIDE a Z
�� �/ ® . 4. ♦ ` ♦ CONSTRUCTION `\♦ \\ , �' DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED!N ANY
0 SITE IDENTIFICATION SIGN, COORDINATE WITH OWNER ��� O ' Cf,� / � 1(3‘'5' )
e /\Co. `• ` �j •
AND CITY,ALL SIGNS ARE REVIEWED THROUGH A SEPARATE ..'=� // (,�` ® ® /C9 ` ! 1 . 13 ♦♦• 9�r ` ♦ CONTROL •EASEMENT ``. \y i/ " 20'PRIVATE MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED!N • U U
ASPHALT y off/ "� / 2 /�\� �/ \ e ♦ 6 j . h ......♦. % \ / // / ACCORDANCE WITH THE SPECIFICATIONS. -
PERMIT PROCESS. NO REVIEW OR APPROVAL IS INDICATED �� O /'\, \ '�` (5,-. • ♦ / ♦♦ / / DRAINAGE EASEMENT
FOR ANY SIGNAGE 8Y ZONING APPROVAL OF THE CIVIL PLANS 20'LANDSCAPE 6qC1 , / Q�', y /!QjJ\ 0- `QO\. 9�� \ .` •\ ♦ �/ •\` // // /
2 ` �i / \� ♦ �� N. .\Q�,` / \,/ /, / �i 20. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS
1 PAINT 24"STOP BAR PER MUTCD AND DOT STANDARDS EASEMENT ZONING / `' ' S o / \ ♦ / \�< ♦ / 'r\ / / / THAT ARE PLANNED TO 8E BARE FOR MORE THAN 45 DAYS SHALL 8E SEEDED AND
© �,`t r, / x4 ® /' 465.3'R01
. •`\ `S>, ♦��`♦ ♦ // /// ` /' � MULCHED WITHIN SEVEN D
SETBACK D.B. 6246, PG 579 : V �/ \ 5R \\ /1•G, ♦ \�G \ ♦ PROPOSED PROPERTY LINE , ,� }♦ �,/ {7J DAYS.
18 MATCH EXISTING CURB&GUTTER / / 10.8'FROM .0 3 \ • \ \ / / / // O
`� ?i / e`\ 8 \ 1 Q r� \`f'F• \ RECOMBINATION TO OCCUR PRIOR TO , / / / \ / /
/�� ATAC TO FOC >., ` O ` •\ BUILDING / / C° 21. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
7E CURB 8 GUTTER[typ.J �/ o /'G o. \'. ,•\® \\ A , \ •.qC\ ♦ ♦ / / / / \ /� •
19 ASPHALT/CONCRETE TRANSITION PER DETAIL �� ;1�' �' // / l''' r.. • ` \. .G �y ♦\ ♦♦f `e // ,/ /// /�� /'\. UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
CURB INLET(typ.) .''�'� • \ •
</ </ �' ♦ / / // // THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON
20 INSTALL STEEL PIPE BOLLARD PER DETAIL SHEET / // � ' •
® % \ \y �'c 13 \` \ N. ... , / HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND
3 31 N \cam T PROPERTY LINE / ,/ •
�' '/ '� 1 �U<o C� \ \�4'F O� ♦♦ \\`♦ (TO 8E ABANDONED) ,/ �,/i �� /�i STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
O21 MATCH EXISTING ASPHALT PAVEMENT .0 ♦ '.,+" 9 ` 1p.g FROM `\\• `� ® ♦ ,/ /f' / / / SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER
\♦ F '1 \` . /' /
�, \ •\• �� ; I k ;'! 4 \ ♦�j �2y \ \ \ ,/ / / OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE
♦��\ \ /C` -� 1Q PTAC'TO FOC > \♦� \ OL 8 \. •\. ♦ 20'PRIVATE ,/ // / o ,/ / A
Q INSTALL "STOP"SIGN PER MUTCD AND DOT i ✓ �.'\♦ \,�� .\ ��' ® 5 R 30 15'R / / 3 .°.\ `�� t{p O • • • \N. SANITARY SEWER / / / ,/ / SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
STANDARDS r ` ��� •`♦ • �/ O o O �`:\ ♦�� \\ ♦ EASEMENT // // ' / STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
��• \ \ N. \ ♦;• \sA \` `` // ,/ C` / NON-SUBSCRIBING UTILITIES. THE CONTRACTOR(S)SHALL CONTACT NORTH CAROLINA
23 INSTALL(2)BICYCLE RACKS PER CITY OF �.��' 1 �. ' `.`\ `.♦ ♦♦ \ *♦ .G .\ N.\\ ♦ / / / N. /
�' \ \ ♦ ♦ ♦ 8 AL ♦ s \ \ \ N. //'
/ / ��� v / "ONE CALL"AT 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. Q
CHARLOTTE STANDARDS 1- \ . \••. h © ® O 5 R ,,, '\\ ♦ue 04 �6 • ♦N. \N. // ,/ OJ ,\ /\ CALL A T LEAST 48 HOURS PRIOR TO ANY DIGGING. - fq O
2® CONCRETE SIDEWALK FLUSH WITH ASPHALT ���� 0 \\ \ \. ` \ 4. 40•0,,,,,•A
♦ ` 9C, \ \\ `�♦ /' ,' / i/ -. / OC
PAVEMENT PER DETAIL SHEET 1 ♦• \ �. ♦� ® 1© \ \ F�, \ \ \`�� •/ / / / •/ • 22. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WNlTE REFLECTIVE MARKINGS AND Q d N
LO
/ \ \ N. \ GA ® �. o, ♦ \ ♦ �, , OJ 2 // r4 \` / SHALL CONFORM TO LOCAL REGULATIONS. ti
2® NOSE-DOWN CURB PER DETAIL SHEET \ / • \• ♦Cr h \ A '£, } o,. 5R' • • \�. / / / • '� CO ti
, \ . \ \ \ \//y S g. G� �, ® . / / / y✓/ 4/ N 23. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER 0 0 CV ,�
\7J 9 . \♦ ♦ O / / o
® RELOCATE EXISTING OVERHEAD ELECTRIC /' ,� ♦\ \ ♦\ `�\G's, r 13 \ A. j )� �' ss `�'� rr o. .\ `\ / o./ // fi
aG BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO AGNlEVE 95%DF THE? \ \ 6 S A A 7 / / 0 //LINES AND UTILITY POLES, COORDINATE /' / \ ♦ `. \�/ S'o '�'O ol" \ /. ••o. -V -LS yA ` ` / / 2 / STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED!N THE SOIL REPORT.WITH DUKE ENERGY /
// // \\ ! . ♦ .•p O �. \ GG 10 �`� p o. cr ® . \♦/ / / /
/
f Cr O
C �♦ / \ ♦ ♦ 0 F \� . �o- ♦ ` / / / / /
24. THE CONTRACTOR SHALL MAINTAIN AN'AS-BUILT"SET OF DRAWINGS TO RECORD THE 0006,i
2® 6 LONG TERM BIKE SPACES TO 8E PROVIDED \ \ ♦♦ ! . ♦ ' 9 5R e. s'O sq ps �' �"/ s1► ♦ \ / ° / / / �`
\ \ Q \ p, > �� O \ > / / / ° O EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT DRAWINGS SHALL 8E GIVEN TO V 0 "` Z
lNASECURE/LOCKABLE AREA WITHIN THE ♦ \ ♦♦ ! . �' \ . / 9oo�s�.o� �. r� �' Q 1 / / / / / �' r W
\ ♦� . \ 0 0- s Q. 1 / / / THE O WNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL Z J O
BUILDING FOR EMPLOYEES TO ACCESS .♦ ♦♦� I N. \. ♦. / Q O '\p�s� 1� '0�` �� o' ® e/� /'- / /' / / ♦�� • LETTER TO THE ENGINEER. O
ONLY •♦ 1 •/ ` \ \1' L c{ \ / / / , \ 4� q
I ♦ . 5'R cc` y. I R� \ `O� / / ♦1 I 1 1 O VL Q
�� I ♦ ♦ ♦ I 5f ♦ / •/ X / p� �♦ I 25. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND
INSTALL i2'MULTI USE PATH ALONG WEST ♦♦ � \ ♦ \ � ♦ 0 / / / v • J
® TYVOLA ROAD FRONTAGE PER CITY . I \?�o ♦. \ �s 10.5'FROM C'i �C� \\ �� / / / \ / ♦ ^ / ry °�♦� / SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND U
♦♦� \. / �\ ♦ \. O h �� PTAC TO FOC <a ' e - ` ` // °J /,\ / °'ary /
THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE
STANDARDS(SEE DETAIL SHEET C-!0) �� �♦ ♦�'�. \ \ p. / 'LGq © e" : ♦ , / . / C� r` �1` Q
�' •\�6,, `\ •\ 13 `6 O Di`s /';, ``1� \♦ / �� // / 'L �� nj S� MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.
29 INSTALL 8'PLANTING STRIP AND 6' ASPHALT�STORMDRAlNAGE a♦♦� ♦�♦. �`GL \`�♦ 12 O8 L% ® e �• �y�j 6 23 \),i20'R �\ ,' S �// y// 4J /'�/O� O' p,
CONCRETE SIDEWALK ALONG MEADOW dAK EA ♦♦ •♦ ♦\ • \�\ 5'R F �/ s ♦ ♦ / , \ / `3? ,V" / /� c3`O 26. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED,PRIOR TO CONSTRUCTION.
SEMENTDRIVE FRONTAGE PER CITY STANDARDS ♦.♦ ♦♦ ♦ \\ ♦ S U O \ �\ / \©/ Dc�' +\Q /' / \\ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
(SEE DETAIL SHEET C 10J P.B.29, PG 143 \♦ \ .\ © ,�'. . `J ` . N �. // \ ' `� /o„j2 /./ / ) /.\ `\;\ \, i., �\® � // / / ,� / / STATE, COUNTY AND LOCAL CODES.
30 PAINT CROSSWALK PER DETAIL SHEET ♦ .` ` N.♦ `•\\ �I5'R / �♦�► •. /// / % / / / cr `!
�♦ \ \\ / ^ ///
/ / , / / 27. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING Q
31 BIKE LOCKER PER DETAIL SHEET 1�; `, `.\♦ `\ 5'R �� • 1 ®Pp�`3// J ® \\ //i,/ �09/i % C 9r / DIMENSIONS. CC
32 CONCRETE FLUME PER DETAIL SHEET ` 1 •\ /
♦ `�♦ h �' �J N' / ' 2� 5Q/ / / \z' i O, ilo,, 28. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 0
•
33 INSTALL DETECTABLE/TACTILE WARNING ` Ik •\\ g 43 / 12 // / / /� / 29. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETI PADS WITH O
SURFACE TILE, 24"X 60"CAST IN PLACE INLINE N/F 1 `♦ ..... .,,,N / 'o' 8 /' •�� / ' / / MECHANICAL CONTRACTOR. REFER 7d MECHANICAL PLANS FOR DETAILS.
\ \♦ ♦ � h� 6 1� 0 / // / ,DOME TACTILE TILE(PER ARMOR TILE ADA, ARA USN CHICAGO TENANT, LLC 1 ♦ G\ . J ry s /DRAWING NUMBER ADA C 2460&RDA-S-246D) DEED BOOK 29582, PAGE 667 11 x� \04 \\ :„.` VC 0 // // i / • • 30. ALL SEEDING, TEMPORARY AND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS O
rRACT 1 • / ' // AND STANDARD PRACTICES. O�` 84.5' ..♦ ��q`\\ 7� cP 2 • 1 10.5'FROM /i . ,/ / // Q+MAP BOOK 29, PAGE 143 1 BUILDING ♦♦ �'�.\\♦ �� S'o PTAC TO FOC/�� ,470''°'
// / / `//O Q 31. ALL ROAD WORK SH L 8o ti 1 SETBACK ` �., \ ♦ \ 9C, / ' /g / O A L E PERFORMED!N ACCORDANCE WITH"THE CURRENT EDITION OF nPARCEL 1D: 14326115 1 1 ` �2` \\ Fs OS 5'F2 0 Q i �9 i
/h� /L / �G / THESTATEDEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS �1i1 1 {PROVIDED} . ♦\ . yu� / J �/ / C /hh OCITY OF CHARLOTTE NOTES: 1 ', ` ♦ 'A� O 001W ►�ji ,�, /e �' �' sPEcrFICATlplvs'. C F-, J1 . 1 ♦ . 8 11y / . / Q /C141 /
1 j \\rn \ �8`�\`\\ N Q 0'R 1NMI 4w //' / /// /��� ,ryq�O' v� ��� 32. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION 14 Ov NON-STANDARD!TENS(!E:PAVERS, IRRIGATION SYSTEMS, ETC.) !N THE RIGHT-OF-WAY REQUIREA RIGHT-OF-WAY \♦ �6`�\ 1 ,/ 0 /,:�Q '� j�° /OG� // PURPOSES ONLY. r1ro ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA \.\ AC ♦♦ OS �+ 10'X 25` 1ym , ,/�` /�� /Q V QDEPARTMENT OF TRANSPORTATION BEFORI INST"ALLATION. FOR CITY dF CHARLOTTE MAINTAINED STREETS, .` Ss?♦;\ 13 3 R �LOADING , /�® / e /P.)t. // ,� J / 33. !T!S THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE L(� �.CONTACT KRYSTAL BRIGHT AT 704-336-3888 OR KRYSTAL.BRlGNT CHARLOTTENG.GOV, \\ ♦ \�\♦ SPACES /,;' \ /Q, /f4 Q IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM. i3 DUMPSTER "•.' \\ " ` Ns ♦♦♦ © ® / :C):' 19 ,w / /C��� � /P� �� 34. CONTRACTOR AGREES THATINACCORDANCEWITHGENERALLYACCEPTEQ-ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OFA SIDEWALK OR TRAVEL LANE MUST BE SITE LEGEND ® 5'R �'+► / 9, / ,, COO may,,
a ENCLOSURE N.
\ ♦♦ h♦ ' /� / � /Q •, / CONSTRUCTION PRACTICES, CONTRACTOR WILL 8E REQUIRED TO ASSUME SOLE ANQ V
APPROVED BY CDOTAND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED r
DURATION OF CLOSURE, THESE APPROVALS ARE 1N ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED \ \; \ ♦♦♦ //J♦♦ e' /5C /\/ 1 D9.6' COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
•
Ln 0 SPILL CURB \ � /.� / / BUILD! V
WITH COOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACTERlC WEIDEMANN AT{980J722 5463 OR \ \�\ h T,: �- /12 /�p /Q ,.\) / \ , QJ CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
N ® \ \ �' �� y / /,v /,�O 5ET8 FZ / Q / w THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
ERIC.WEIDEMANN CHARLOTTENC.GOV AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS ;♦ ? ♦ ���� -'1 O / PRO lL7EiJ
' LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT CASSY MASHBURN AT(704)336 8348 OR • / - � �../��, �/ v 15'O VERMEAQ /ti / ( ) • NORMAL WORKING HOURS. CONTRAGTOR FURTHER AGREES TO DEFEND, INDEMNIFY,AND
LESEY.MASHBURN CHARLOTTENCSHAL AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY /// �� ♦ '37 � .j' 3/ \� n 1 UT!l d�TY EASEMENTi/ / J� /
HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY 'C,
o @ HANDICAP RAMP / /j��/,/ •N.\\.o� / U �t // / / i REAL OR ALLEGED!N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EFFORT SMALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS. •
/ o, / \ \ O ' t / / / / EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN
LA - THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER OF THE CHARLOTTE DEPARTMENT OF /// / /// gn
��� ♦\\ \. �' e y / Q / / PROFESSIONAL �`
O TRANSPORTATION(COOT) OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC '/ / // ♦♦ \ ' �o /� / / /
�����
HANDICAP STALL // ,/ c'�` ., . / 1 / s6 / 2 o- 8 b
0 SIGNALIZATlON EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE �- / / / '0' / /
RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE I // / // �\ `\ / / ``atis���ft►1
CONTRACTOR/DEVELOPER. J CONCRETE // //// 10' UTILITY EASEMENT .♦;♦ // y1 / ,��iotir' r4! e®eo��� �ESI(a� tFs�ass0
// / / D.B. 6246, PG 552 , ♦ , p • • / /
/ �ti // e� sa
U� PROPERTY LINE / ,' \;. , l4j• / / ' : . „+�• 5�,�`+p[�PQ i'••,, C(sF
c� -PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY /' / ♦ ♦ / / .�' ., '�' /4. : `0 °',� �/i' �'
WITHOUT REVIEW AND APPROVAL OF COOT. DEVELOPER TO CONTACT CANDACE INGE(704-336-3932 OR SIGN / S. y 1 / / / / El 1 1 0 � ' .'�'' 2`y d
[e-mail] FOR LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION / / / \ \ / .� w:F 6 i PROJECT NO.
\ , :� WSS-210fi
° PROJECTS AND TO CONTACTANTHONY MENDEZ(704-962-7173 OR [e-mail] FOR ALL + BOLLARD / ' SCGV11f LAKEPOINTE, LLC * • �, / > _ - -
,/ \\•. / , / SEAL Q� o_ r
OTHER PROJECTS LIGHTING REQUIREMENTS. COORDINATE WITH DUKE ENERGY AND GDOTAS NECESSARY TO / DEED BOOK 31140, PAGE 354 ♦ ./ / O - ..- - FILENAME
U / • /. , `j _ + o w°'� WSS2106-SP
DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. hva EX. FIRE HYDRANT TRACT 2 / */• \.1/ �' <o / +"i'� � H R'`' ♦*"
d MAP BOOK 29, PAGE 143 ' \may yr... �' /�� :,'� , '°�°vd�,'Agq�'°` " "�� DRAWN BY:
4060100440,0
N PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH -X�---X-FENCE ,/ / , \ p^� 1(.4.9
` /`` tee o♦h RCN
EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH PARCEL ID: 14326117 / s
1 "�� / / / Know what's belowf� �L'R`' ``�\ SCALE: „_
iiiTRUITT. COOT ROW UTILITY COORDINATOR AT [e-mail] POLE MOUNTED AREA LIGHT /// ♦` j 5 �� r-,,,..;,'''+}� GRAPHIC SCALE DATE 11 16 20 1
Ln�' A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL PROPERTY CORNER / •
•
Cali before you dig. 30 0 ?5 30 so 2
a UTILITY TELECOM SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY // / SHEET NO.
a OUTSIDE OF THE CITY RIGHT-OF-WAY F.F,F,-xxxxx FINISH FLOOR ELEVATION // / / I�C81 1.org or '�-800.632-4949
o / / / / 1 inch = 30 ft. C 2
g
N
X

•
trIX FINAL APPROVAL 7/1 /ZOZZ \ \ +,,\\ CONTRACTOR TO INSTALL ROOF DRAINS CONSTRUCTION SEQUENCE: 0 4 x o
PROJECT NUMBER: SKIMMER BASIN SB- 1 METER AND \ \ .' x
CHARLOTTE_ 2022-0000 ° BAGKFLOW \ \ }'` AROUND BUILDING AND EXTEND TO OUTLET PHASE 1: 0 Q _
(70 8E REMOVED PER \ \ \` AT 2%MINIMUM. COORDINATE DOWNSPOUT •1. OBTAIN A LAND-DISTURBING PERMIT. CALL CITY OF CHARLOTTE TO
• G, DRAINAGE AREA: 2.25 AC ��--°_� CW#2020-OOd01) \ \ '�` LOCATIONS WITH ARCHITECT SCHEDULE APRE-CONSTRUCTION CONFERENCE ON-SITE BEFORE Z
A� ElPI� \ 4' \\ CONSTRUCTION IS STARTED. 0
EN I ERING ti DISTURBED AREA: 2.25 AC \ �: ��
7)
PCSO/ TE ON / DRAINAGE PLAN vq ►��� �� "�- _�'` �6�;0/I_��\ �.- . \ 2. OBTAIN CERTIFICATE OF COVERAGE FOR NPDES NCGO1 PERMIT FROM
\�� Q 10 (CFS) 8.4 I \ `�J
/ I !/� • \� �\ /O,p /1_ �J \\�\ \'� '''N
\ NCDEQ. k
EROSI N CONTROL Pete ' od r ! uez BOTTOM LENGTH 70.0 FT / '�' w :`''7` °`� ��Q `
• \ f. \ : \ \\ OS ® \ \\ 3. INSTALL GRA VEL CONSTRUCTION ENTRANCE, TEMPORARY U W W
■ g. \ �\ �` �` �'\\ DIVERSIONS, SILT FENCE, SKIMMER BASIN AND OTHER MEASURES AS Z Z j - 0
BOTTOM WIDTH 30.0 FT / - I `\� PR6Fo RfW \\ •0/0� \\ \:
D.B.3 T8, G 983 \ \ \ G� \\-.1.,,-•` '` SHOWN ON ,THESILT PROVED PLAN. CLEAR ONLY AS NECESSARY TO W W °,5 W W Q
URBAN FORESTRY J a !son / - - . .\ \ O INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS,BERMS AND (X ETREE ORpINANCE SEDIMENT DEPTH 3.5 FT / \\ �/ h� \\ BASINS IMMEDIATELYAFTER CONSTRUCTION. SEE DETAIL ON SEEDING Z Z ZCOOT B`VD vy
FREEBOARD (FROMSEDlMEIIIT DEPTH) 1.5 FT J `/y \ \ C \ SCHEDULE. CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING ANDfj i `' 'S' \ /IALL OTHER SEDIMENT CONTAINMENT DEVICES FOLLOWED BY ALL ) qq
U � Z 4s40.QO p►(0¢ yin Per ASPHALT �f r• ` • _ i� \ \ ` \ /' 1 % DIVERSION AND BY PASS DI7CNESf8ERM5. W W Wo DEPTH TO CREST OF SPILLWAY 4.0 FT P
.�` �.:\ \\\ O.c ,�: \ / I / / U U I"' F`
NOTE: TI- S PLAN •t pVAL DOES NO Si I E SLOPES 2.OH: 1 V ) / '' �� N..\ NN
\ "9L \\N \ -. \ / I '// I 4. OBTAIN REQUIRED EROSION CONTROL lNSPEC710N FOR APPROVAL OFINCLUDE :HARLOTTV�ATER. FOR E SIDE �`� - \ \,�s / / U
Cr 0
INFORMA ION, PLEAS. , 499 Cps/ � p n`\\ / F \ ®\ \, \\ I I / INSTALLATION OF EROSION CONTROL MEA5URE5.OR VISIT ittp://char. -""a er.org Ck-NTS. UM SPILLWAY LENGTH 100 FT f` I' 1 1\ \\\i< \\ s;/ \' ,\ \\ 'c', \ / ‘ f I / _
,/�O \ ' 2 \- :\ '\ \ •\ ) / / C ( 5. INSTALL BYPASS STORM DRAINAGE SYSTEM(FES(1 - FES®) U
NOTE: TH S PLAN APPROVAL DOES NOT R I ' \ \ \ G' \ \ f1 / /
HEIGHT OF BERM 5.0 FT 1 3 �T \ ♦
INCLUDE :OMMERCIAL ONING. ALL BUILDING • fp� • \ \ �� ` .\ \ \ \ /�.. / / \ \ \PERMITS .ND ZONING A'PROVALS CAN BE i / \\`\ '7„� \ :\ \ \ \-. '` \ PROPOSED // \ 6. BEGIN CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE- IT ISN N N N NTOP OF TRAP LENGTH 90.0 FT - \� \ \ \ /',t,/ 20'SANITARY / /I \ THE RESPONSIBILITY OF THE CONTRACTOR TO PHASE/STAGE EROSION WOBTAINEC AT MECKLENB RG COUNTY CODE II - \�` /� \ \ \ /�'; +ENFORCE IENT. PLEASE C LL CTAC AT / I ♦`\ ti� \ d ` \ \ �` "�'' / 1y / I N ', 9• / 5EW!"R EASE MENT ! f \ CONTROL MEASURES AS NECESSARY 70 ALLOW FOR PROPER N °- pc�vaq1 CONS7RUC7lON ACTIVITY704 314- ODE(2633) FOR MORE INFORMATION 70P OF TRAP WIDTH 50.0 FT /� � _� ` I `\\ ��o \\\ -"`' /1 II /
NOTE: SC IEDULE PRE-CONSTRUCTION MEETING STORAGE VOLUME REQUIRED 8,100 CU. FT.
i " WATER, SEWER \ \\ i4 / \ \ \ \'.. �/ / y� / / PHASE 2: o o O o 0
AT LEASTN48 HRS. PRIOR TO ANY LAND // / �\� ! ACCESS EASEMEN.� `\\\\ \�A�. \� \ \\ �� _Lt . �� /� II / 11// 7. BEGIN INSTALLING STORM DRAINAGE SYSTEM. INSTALL APPROVED
r / �`\ ...,,,DE
.DE BOOK 9849, PAd 44 \ \ / A gyp \ \ \ �� �� ` /� f f // / I/ \ INLET PROTECTION AS INLETS ARE INSTALLED. TERMINATE STORM
DISTURB�IG ACTIVITY USING THE ONLINE STORAGE VOLUME PROVIDED 10,020 CU. FT ;: p ,I \ / rJ�w c O
/�. q ♦ \ " \ ` �D sr \ \ /� ! 1 r- \ DRAINAGE SYSTEM A T EROSION CONTROL DEVICES UNTIL SUCH cV M N- krs
FORM FO ND AT http://charlottenc.gct�/4IC/NITY MAI- :+ ', ( ` / \\♦\ 6z�� I
` O \ /� I1 / I
SEDIMENT SURFACE AREA REQUIRED 3,680 CU. FT. ���. N. \I \ . Fi. N ACCESS, EGRESS, INGRESS \ / DEVICES HAVE BEEN APPROVED FOR REMOVAL BY THE CONSERVATION
N .,../„., \�c &REGRESS EASEMENT \ // II / 2 p• / I / INSPECTOR.ADDITIONAL MEASURES MAYBE REQUIRED BY THE
!v r / / ` / / / 'nJIJ/F INSPECTOR DUE TO THE ROUTING OF THE STORM DRAINAGE SYSTEM
SEDIMENT SURFACE AREA PROVIDED 3,700 CU. FT. N 1 \ \ - DEED BOOK 9849, PAGE 443 \ //J 1 /
/ / N
♦\ // �O \ �\ o� �\ Mj J / AND ACTUAL FIELD CONDITIONS.
BAFFLE SPACING (FT O.C.) 12.0 FT t• \ `. f)(\. \ oo �. \ r�I. f f / / �XETER 4100EADDW OAKLC
/' . , /
\ N\ \ `,,\ `\�•• / `L °0, • 'a\ `� \ �� \ / /1 1 DEED BOO 33655, PAGE 0
I J 8. THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL
J /I ` ` / \' '.\ ` / y / 1 PARCEL ID: 1432619�
\ \ 1 \ \• \I 9�,A /�6 f� \\ \ \ _\ \�\\\ EXISTING HYDRANT l \ II / 1 // DEVICES REMAIN UNDISTURBED DURING CONSTRUCTION OF THE
RI H7-OF-WAY \ .�, • \ +\ / • `� (TO BE REMOVED / j / 1 I
I BUILDING PADS AND ASSOCIATED PARKING/DRIVE AREAS ADJACENT
GRADING/EROSION CONTROL NOTES (tYA� ) \\ / •��T �`h N.N.
\ \tl �\ PER CW#2020 00001} 1 �I\ / TO THESE DEVICES UNTIL THE CONTRIBUTING UPSTREAM AREAS HAVE
/� / y\ �/Q ♦ \� - \ �\ \`\ ,‘ I f \ / � /F.E.S. 1 II BEEN STABILIZED AND APPROVED. ONCE ALL UPSTREAM AREAS HAVE 02
�/ / I 1 \ �y / N\ / a ♦` / SANITARY SEW R EASEMENT g
\ ` \ / I INN=65 01 /d BEEN STABILIZED, CALL THE STORMWATER INSPECTIONS REGIONAL
1. ALL GRADING, BACKFILLING, EXCAVATION, ETC..., SHALL BE IN ACCORDANCE WITH THE ' as 1 / J I \\ / o \\�\ \ `.......4...„.. j \�� 1111
I �,/ / /^� DEED BOOK 35 94, PAGE 474 / z
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS. \ / \ \ N .` / \ I / �/,�� ( } I , COORDINATOR TO REQUESTAN INSPECTION AND OBTAIN APPROVAL 70
f� TO BE AB NDONED / mum r D `o 0
/ • 1 / I I \ 1 / \ / / \� . ♦ e4 / • ••• J / REMOVE TEMPORARY MEASURES. DO NOT REMOVE ANY TEMPORARY / --
REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO / 8"WATERLINE 1 / ♦ ` ' \ . `�. // \ / /J,+�paa`a♦♦ J / MEASURES WITHOUT PRIOR STORMWATER INSPECTOR APPROVAL. Cr)
THESE PLANS. / (PER CW#2020-00001) _i / ,>' I I ♦�♦ ! / f�\`♦♦ ///y \`�..,.:-...„.7- �G< �� j�� // \ j i/ •:::::::::.+ R s � i/ i /
�I
44 / AFTER BEING APPROVED BY THE STORMWATER INSPECTOR, THE "'
Z. / j I I I \ 1 / �\ \� -�\`�\ / ` /I / r �_:- / I MEASURES MAY BE REMOVED AND THOSE AREAS OF THE SITE MAYBE
2. CONTRACTOR IS TO CONTACT NORTH CAROLlNA "ONE CALL"AT 800 632 4949 FOR �, \ \ /� \ Q �' / --/ 7 cod I I `° / `\ \ \ \ �. /� � / P / \ / / / GRADED AND CONSTRUCTED.UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY DIGGING. \/ 30 POST / I I♦ / ra / 1 �� / / ,/ ♦ y. - / i ' I U
/1/0,00,,•,,..:
CONSTRUCTION I I 1 ♦ I I `♦ _ •
�,,_ o ! / , X / - r / / W .»3. 7NE EROSION CONTROL MEA5URE5 ARE 70 BE!N PLACE PRIOR TO ANY EARTHWORK. ♦ U i\ P / 20'STORM DRAIN&6E'EASEMEN7 (V--.-- + / / \ _/ / /� / s9. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH/ �\'� CONTROL EASEMNT 7EMPORAR DlVE14SION DTGH 1 \y %� �\ / �� �C 0 / / GQ/� / I PER G Af�1NG AND DRAINAGI✓ /•• , / \\ r ., / 1 / \ •�[` \ / o T� , \,,y ( /// / - VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH
• . 18"DEPTH 1 1 1 ♦ �• / u 5 ,•Q \,. / FLAN PREPARED,BY-OKA
•a��• / \ 1 ') •\ \ . •
\ ". / / ¢ DENUDED AREAS WITHIN FOURTEEN(14)DAYS OF COMPLETION OF
2 n I.-'7E
4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS •"*1 •� / `1 • / 3:1 SIDE�LOPES 1 \I`\ / co`O ` i`♦ \ /,�'`1 / ENGINEERING �A 1`ED 9-08-2d2� / :'00,
C� ANY PHASE OF CON57RUCT10N;ALL AREAS SHALL 8E STABILIZED _/ �j*�wr•� / \ ^ ! / , i\ , Olt L/ 1 \ �� co
ARE S7ABlLlZED. / �•.E•+r� � / ♦ 1%LOIVIGITUDINA1!SLOPE MIN. \ / / ! //..;. .w \ I h ( } I \ f°+ \ / 1 / WITHIN 14 DAYS. 2 1.1.1 F`w*rw•,,ar•N.� \ / / % ` JUTE"NET LINING 1(NORTH AMERIC N GREEN I Ico . To I J /i/ �► • r s a �673 / \ + 1llyyy�j� ` , � G OrL 2�, \ C / / ��5. ALL EROSION CONTROL FAClLI71E5 SHALL BE INSPECTED AND REPAIRED AT A MINIMUM •,�a a�!.�.1� `/--" / '� i515d8N OR APPR VED EOUlVAME T) ! ` 1 \ / / Cc �j T 1 / � 10. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED 0 11111.1.1
OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT / .��r=w»R•A�i�rg+�. `\ / `� \ 1 \` ` ' '
a . a r••r . a;.r s / 0-a (7-DAY STABILIZATION REQUIREMENT) I \ \ 1 1 `\` �� /,/ may` / s <-, RGC *, ` + �� // / COMPLETELY, CALL FOE?INSPECTION BY ERO1SON CONTROL
/ `aa�•`a�a�ai ��s.` . / • ! \ ♦ S / `'� y \ jr�O a'9I i / /
6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE / s.••�• •••.•rr� •
r. ;r, / \` I I 1 `\♦ -� f }. J / // / �`\``'� \\`2�F9sy l/// / / INSPECTOR PRIOR TO REMOVING ANY EROSION CONTROL DEVICE ON r
/ `t gas°*�i i:„Noao*s• rim•`/ ` 1 L 44 THE SITE, d/ 1
SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORM �,",+�a4a�a�a0awr,4W.41 ♦ \ \ SPRATr1 LE ACY PARTNER, LLC \ / \ ♦ //,,'fi: � ` .a \\\ ��,� /
DRAINAGE SYSTEM. / ` ���►•�•i•i•=ice� �wsaw4.war`w, `♦ \ \ / T ACT TWO \ ! \ C-' L� \ \ pc. `N`1,./ 41'.. I \\ r �'• • • 4 i a r'. w 1 I RIM- 9.0 / ♦ •. ` 11. !F SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT r\
/ OP�1 / Ri=iae►:a1��r rR�w •, r *,.\\ .\ / I`. '` \ qo 95+�'� \ �\ \ \� f \ //
r , / / -�i�r�`�Nr•wh yr I /� DEED BO 1�2$�81, PAGE 4�8 ��INV IN�e�1.4d > t � ,s„ \ \ \/ , \ ,, J �/ FENCING, ETC,AND SEED OUT PAVE ANYRESUL7ING BAREARERS.
7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO / r' + / // 5��' � c'ar �r��!;r �\ . \ 6 1 / \ \ � / .`` ♦ '
/ •'lilt irawsiiiair., \\ %\ . \ r I a' /' O -f \ \ ♦ / [V
r.
/ `� // E,, .�. .•,,•.•r•.•r. / J ARC LID:1143 261 14 > / SKr E>. - INN oUt 651 -�/ 2 '. \ `` \\\\ / / a
BEGINNING CONSTRUCTION. P O C9/ •�a�yaa•a•.•. «.;. \ / / - t -_ P ..: . N. ///'/ 12. UPON COMPLETION OF BUILT UPON IMPROVEMENTS, CONTRACTOR
/ O ` /// Q / a!w•r y"•sri�i•.�' `\ N. ' `. '4\ -----
,i," OTAL AREA /� i _ 1=L t/=65 50 / ( \ \ '� N ` \ „'///
/ 6"/ :+i i►•ar aa•��aawr, \ co / \ p / / ; ', 'y'S%e, `\ \ \ / �' TO CONTACT COMMERCIAL SITE DESIGN A T 919-848-6121 FOR AS
8. PURSUANT TO G.S. i i3A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL �[1 C� r� // // !•:•4•;•4 �• ♦\ / •� ,A / 89,342.0. FT.JO1 �R / B LES 1110.,.. \ / `> J �� -' // OU BUILT SURVEY OF ALL NEW IMPERVIOUS SURFACES. THIS SURVEYBE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER O G� QP i/ I //' Q�'// / i ,/ QG `'+�.���!� \ ' // y �\ fig "'RE INg A tH / t -658-` \\` / \♦ \ ` D/////," °� WILL BE SUBMITTED To CITY OF CHARLOTTE STORMWATER "-'OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. 1N ANYEVENT, 3 /% I / 9' �-.0 `\ \/ / i \` 6 / //�YA� �.. Y \ ' ♦ \ ��`�%/ �,i �JSLOPES LEFT EXPOSED WILL, WITHIN i4 CALENDAR DAYS OF COMPLETION OF ANY POl QJ� � ' / / ' \` / ' \ �� / / ` . �`� �/ DEPARTMENT FOR APPROVAL.G OD 4 / �'� :< \ 6G3-51�ySF C7� 1. � RES f � -. K
\ /� yPHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR V / o ' I Q e L -_ •- \\\ / / .( ` \ r6 665 6 / f '` ����rrrr `\ �/ I 13. WHEN VEGETATION NAS BECOME ES7A8L1SNED, CALL FOR A FINALn !-PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN 5vs `6Q t -'/ / \ \ r i 6� / / ., ' • II
Q s r � / \ \ \ / 2 z •'rrrr�r� . ` / 1! �,> / . SITE INSPECTION B Y THE STOftMWATER CONTROL INSPECTOR,
EROSION. PURSUANT TO G.S. 113A 57(3),PROVISIONS FOR PERMANENT GROUND ;� / / pC� ,! i 'G / \ - - - , / / / \ 61 /f x •�A� rrr��� 9� / �� // J
` \ / / �`\ 15'PDBT 6� ✓ e .�rrrr r • s /�
MPLISHED FOR ALL Z ' F 6 / • Y / / 8
/ / �g / \ i / i`\ r �. ter, 1 // OBTAIN A CERTIFICATE OF COMPLETION. z
COVER SUFFICIENT 70 RESTRAIN EROSION MUST BE ACCO a ( /l -� �\ 57 / / / NySTRUCT�ff� 6g0 x . r r�, \ -� /� / / /
DISTURBED AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF /� / / / 5 1 -6� ♦ /°,� i / ./.... '' �[ L'EASI=NfEN� '° SB 1 \ I r !�/ y /
CONSTRUCTION OR DEVELOPMENT ' - •®� o_ / �/ /0. / I t f - - \\ 6T�3 i i ,/j / \`�'\ • / & O V ` i ��• �/ • / 14. OBTAIN FINAL EROSION CONTROL INSPECTION TO CLOSE GRADING
y� / Gy52 q / \�� ! 1 \0 69�♦\`' --- 6,//.i f.-` i `�h r'_� f �t 4: \ r / ° /� i
�' (PROVIDE 2.5 /( / PERMIT tag
/ ,/ r / I !y ��..� +� FAIRCLOTH / \ �' / I ev -a
9. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, I 6 Q / Q�/ /,QjJ f-� I i �g '' ♦� / f f / \_ ...\ ' • i/ /� (O ✓RETE
/ P / r 0 / ` / - �c6 ' \ / /\ . C/\ r i x / SKIMMER WITH 2.1" ..- / / / 15. FILE NOTICE OF TERMINATION WITH NCDEQ TO CLOSE NPDES NCGO1 co
SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH: /r . .`y ' _ c i ` / ♦ 6� i•. / � " '�� i i x �1 // / fM ,�UMENT
// �/ , J ! r •\ / / / r\ \4 \ �� a ORIFICE PER D A! // / /` , PERMIT.
A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL ! / ��_ �` r y
yr / Q�/ J� /' \ / ,�, I i ),,,,5�`\/ ''+ ///// j•\ � `�`rcc\ 1 155HDPE SHEET) i j ' �� Qs ..
TEST REQUIRED FOR INITIAL ESTABLISHMENT '/ /1// i1��- /f \ f / /\ Q / / \ \ , • rB- 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT �4, rJ -� / ,7 ,�/ I \ f/ / �4 L 1 t �68� �\ ao / / \\ .�ye1 SLOPE C • J /'%// /��
• E / 63 €� TEMPOf�A \ / / / . '� /
C. VARIETIES TO BE SEEDED: / �f 1 f ��� / o. �/' 1 \ / / Il I 1 1 r /� / / \�6 2.--•-,,,-/ jy / / / \\ \ DRAIN '' SKIMMER }/ //' �� ,
s 1 / I J�i . •\ \1/ o>
1. SPRING SEEDING MARCH 1 -APRIL 30;SPRING OATS 2.5 LBS PER 1,000 �fl iv. J�1 ��'� , �/ \� ,/ J \ / / y V 1 1 1 1 r / f ///\� 66� p Y 2 l •\\ . •`\\ -__1 BASIN SB i� i 1 / • ,' 4 'p ° •
SQUARE FOOT. �/ �/ \ %` / / f s `! b \ .� - . / • /
I 2. SUMMER SEEDING-MAY 1-AUGUST 1;WEEPING LOVE GRASS AT 2 OZ. PER i �•/ . \\ \ /./ // �,/ II I 1 1 I I r'/ // ///` 6�6��y�\ TOE ♦'� 1\.♦`\ �� // - -660 /�. % ...-,/ ' 28'L X 15'W X 22" D �
SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR \ ��� / / \ 1 / / 6 \L F \ \ - - �/ J.ad"- / i/ / LASS B RIPRAPAPRON!/
UNIFORM SEEDING. / •\\ �� \ . I 1 ` / • ^� . \ / �_ ----- 2n'PRIVATE--- -.. - ..1- 6 q/ / ,
I I 1 1 Q OL BOTTOM OF' \ \\ ♦ ,`! / -_. - - �• /•• / /
3-ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT.ALL SEEDING WILL BE �`�`\ / \♦ \�/ // // 1 1 I 1 / / •\\ ♦\e Fp BASIN •\ ->y`�(\ 3ANLTA-RY SEWER !'" I/' �. / W
MULCHED. !�`�\'<'• `. \ / �� / / _ -� �� �� 1 IJ 1 1 I / 1 \\ `62 ELEV=656.510 ` / ' EASEMENT 662_�//> ~�,: .a / EW/FES ® ° 20'PRIVATE
10. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING. -�\ . \ \ \ / / / J_ / "" / / / N.
• �A / / \ ` ` ° - 'f? ♦ / INV=653.00 •r DRAINAGE EASEMEN
11, ALL FINISHED SURFACES SHOULD SLOPE AWAY FROM BUILDING, TOWARDS \ ` ` `• / / / / / //= -ter / \ \• \`S? 0 / •\ / ` / / oOo` / •'".• / / Q
•
DRAINAGE OUTLETS FOR POSITIVE DRAINAGE AND TO AVOID STANDING WATER. / ♦ k .�\ \ , / /` / / r / / / "' \ ` \ - ./ ) \ /-
A •\ ;'�a`\ 6����/ / / //. -- /� / _ - - �' . / ,% o� �,s.'� ♦ ...//
TOTAL SITE AREA = 2.25 AG ti Q ,. 0,1
' �\ \``\ `. \\\ `;\G�CO / / / 0�6 robf/ / // / / // / \ _ J •
,\ 6�� - - - \� `.4
::,....171-7-
. x�/ ► 4s,,,, . / 'r - G(Z/ TOTAL DISTURBED AREA = 2.99 AC z
\ \ i / / Fs 1 / / / / / \ o r / °
• 1- r u' / i \ \ . r 6 / N
4/1/ CV
} ` ' \ \ c9�' / / 6 6 / / / �- ` ram - - / \ / \ \ , 7 / /
,/ > \\\ \\ •,)` ' / J! / - 6 / / / \ / �� r r r Y 662 `♦ '�� / J`\ ♦ \ i 6a� ♦' / \ / /
Cn
MAINTENANCE NOTES: 1 \,•, e / / / �� _ _ _ - _ . / �, C)
/ ! � \.\ �( r` -, ! 6 f 1 :658 f a,663-� -- . ` \ \ �, / ¢ , / /
IN GENERAL,ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND MAINTAINED DAILY , / `\�/44'' ` �- / / �jL'/ / �` ! - -- - - \ \ �� j/a1 ' r ' / / _
AND AFTER EACH RAINFALL GREATER THAN 0,5INCHES.ANY SEDIMENT THAT HAS BEEN TRANSPORTED `�`� / d • �'6645. / / /6 / /i' - - -- 1 ` -- - -664 -' - - �- \ / r' �// // • ° •# ALL DIVERSION DITCHES AND SEDIMENT BASIN SLOPES AND o0 CI U c w
BEYOND THE PROJECT LIMITS SHALL BE REMOVED. THE FOLLOWING iTEMS WILL BE CHECKED IN ��` 1 �� y' % \ N. ,,ram s�.4/6'/ \ FEs® r--�� �-- _- - __ `�- _666 \�_ ` ` 7►� �r�/ J • / / / \\ .� DAM SHALL BE PROMPTLY SEEDED TO ESTABLISH A DENSE o
PARTICULAR: \ �� / J � !• \ •♦ y- \ ` - - _/ / o y ' •J /'' / j �1A
~ r '-
7.
��, �/ C / INV. =661.50' / / - -
\ `� -. _ �)' •' '`�`' - '�/ // /� _ 1 ` - - _ ` - `.&67- � ' ��' NA / •� STAND OF GRASS. 1F GRASS DOES NOT OR IF SLOPES U �- a aCONSTRUCTION ENTRANCE: �` � / \`�\\ �'\ -. •` \ / / / TEMPORARY DIVERSION DITCH \ ♦ \ , / / ,. �,, /'` .ry /� GROW,
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE.TOP ��` ��= \\ e�� ,�.•�\ \ /661 // // ` 1$"-DEP !- -• •
` \r /' / `,� �` J
�� _ .. r - ' •i °�`����` ERODE, THEN CONTRACTOR SHALL REPAIR SLOPES,
DRESS WITH NEW GRAVEL AS NEEDED.CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND \\ 1`�� +,� ::.. \ 662 \ \ ♦ / ,y
SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS.MAINTAIN ALL VEGETATION 1N A HEALTHY,VIGOROUS �� `� 1� \\�N. \ \ J / / 3:1 SIDE SLOPES \ r / * // ^ G U
CONDITION,SEDIMENT PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY. ` , `•� ��; v\`-, - - - - - - -663 `'_ / - ��` \ \ / \ �/r '/ ,�
"` \\ 'c �� - -6s4 �// // - -f'�t07C 77UG�INAL SLQI'E(MIN.) , \\ �� / � .k)/ • , / ,,Ni
7 RM DRAINAGE � - --65`- --/ // JUTE NET LINING(NORH\AMERICAN GREEN / ,b \ �y ' � /SILTFENCE S0 yT INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED EASEMENT = -667 " (7_DpySTgB1LIZAT10REQUIR MEN7] / /..._ _668 ///" - _... ..- - - -^ - - \ rO ♦v/r / :7, DMN-REPAIRS IMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR PB. 29, PG _ \ \ ` / ! . / , � / /�, • 66 - \ \/ \ / �' r / \ ° / / / °�/ RIM=666.00\ 'Q/r�� `.I
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE 1 4. ,--- / SEEDING MIXTURE\ 1 .e a "- \ / r \ / \ / / INV. IN(Vl� =653./' CTO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE `� \ 1\ \ - r - ---671--- / \ , r p r , �,. / / S� J _��� \ Q . / / / G r ♦ "// r NV. OUT=653. -; c a9 SPECIES RATE(Ib/acre} Q (�
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING - G �� ..,� . \ \ -- 672 \ 6, k / / / \ `gyp/ / / / • �c ,,
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. G -^• G--_ G \ \\ ' `\ s r 673 -_ - - - - - -' / / \ / \ y / Q `/ / / T 120
/ / / // rZ r' / �o /O,cG 1 / O. �,P {RYE(GRAIN)
a F' O / / \ o 7 / /Q-36 °I° "` / / O /b�c / ANNUAL LESPEDEZA (KOBE
SILT FENCE GRAVEL OUTLET: 1 ` l / / r�-668 / / j� R' • / / 9�j LATE WINTER& r �
1 �� \ `7. 245 LF-36"RCP / / / r \ r \/ F' / { / IN PIEDMONT AND COSTAL PLAIN, V
INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE 1 ♦ / /. r/ / �' //' / / EARLY SPRING
1 c \ @ 2.90% r / / . / /-- / 5 //�/ / / �% Y} p��at�feutafat�i KOREAN!N MOUNTAINS 50 ANY REQUIRED REPAIRS IMMEDIATELY REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE 1 1 ` \ / , J f/ / 0 2� * /� / / / / • CONCRETE MON MEN7 \� IO O ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN.ANY RIP RAP DISPLACED MUST BE REPLACED N/F 1 - / r r / FOUND FOR REFERENC. �'• 5
IMMEDIATELY. ARA USH CHICAGO TENANT, LLC 1 1 \ , G / / / / / / 2-88'FROMCORNER ,.e 4 .'pQ�g71f)�; 1/� ., 40
T / / J / / / . ;»•"Q > (GERMAN
MILLET EL
DEED BOOK 29582, PAGE 667 1 1 0. \\ .''' / �,' o� r / / / / :,� ,o a= C7
OUTLET STABILIZATION STRUCTURE: 1 s \-\ \ 1 ( \) / / / / / O /�' 5 SUMMER OMIT ANNUAL LESPEDEZA WHEN DURATION OF a Z
INSPECT RIP RAP STRUCTURES WEEKLY AND AFTER SIGNIFICANT(0.5 INCH OR GREATER)RAINFALL EVENTS TRACT 1 11 �� `\ �F` ' / \ �`. �� -<'r -6`--/ o ' // o• / / / • /Q'` Q / = ^© c: c�z= TEMPORARY COVER IN THE PIEDMONT AND
TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE,OR IF STONES HAVE BEEN 1 \ • 9i5�'�; ' ' ` 0
iS DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. MAP BOOK 29, PAGE 143 11 11 `. F�\\' \ , o� ,✓ /' " / , / 0 4 / % 7)
' PARCEL ID: 14326115 1 \ `\ �'1'�`. 1' \ \ /' ' ' / /J// / r/ /, ' Q.. /0 ,��s (� � MOUNTAINS, A SMALL STEMMED SUNDAGRASS 120 ❑ J
1 1 \ •\ . 10 / j; / / Q ` '� 'o /J . RYE(GRAIN) 1 I�
a BLOCK AND GRAVEL INLET PROTECTION: ♦ > /j //0 / / • e �' �� \
1 11 `\` �A� :; 1 \ ��" / ;/ / / f /bcO^ / O �" �p ,�.� FALL IS NOT TO EXTEND BEYOND JUNE.
INSTALL SILT FENCE GRAVEL OUTLETS AT ALL LOW POINTS IN FENCE.INSPECT THE BARRIER OF AFTER EACH C �. " 0 / `' / / �o��Q """`"' �s, w\
a RAIN AND MAKE REPAIRS AS NEEDED.REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE 1 `\ ��\ I ,r / '` j/'>.-' j /�� / b�O V �/I '� RAL \G ��° MAY BE SUBSTITUTED A T A RATE OF 50 LB/ACRE, l ......1
Ln HAS BEEN 1 \ ` \ / r �Q'% J --'-,` On /�Q� I %Q %fob r �O OL'
I�ffOtf1f9111{4����� ! 0
STABILIZED,IZED,REMOVE ALL MATERIALS AND THE
SOIL,AND EITHER AREA
ALVAGE OR DISPOSE OFT 11 1 \ •• •�2 G•\• Nr ( / O / / / 0
`
`° 1 1 \ yy o\ \ '>` 'ter P`' / .. ' ,7�` / !,/p V v / SEEDING DATES: �'
r+��' PROPERLY.BRING THE DISTURBED AREA TO PROPER GRADE,THEN SMOOTH AND COMPACT IT 1 { \ •\i 's• C \', \ , ` , �/ / I / C\ ` J /// / �,„ I,,,IPC
ni(NJAPPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. 1 11 I -- C\ `I: \`\* /' OJ /� - - �/ 49fr ` I / ^�� / /�� �j�� ,( /p ,•'0'• �/` MOUNTAINS ABOVE 2500 ft:FEB. 15 MAY 15 10 PC
DIVERSION DITCHES: 11 11 - \•\ •\ ♦ // �\ O�/may % 0 /,c2 Q4 / �� /�w� .( i' / / LATE WINTER& BELOW 2500 R:FEB. 9 MAY 1 U
� � , / ,` EARLY SPRING PIEDMONT_JAN. 1 MAY i (N
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY 1 1 DUMPSTER 'e ` / } / /Ci •i
O '�
1 \ \ / / � Q / a COASTAL PLAIN_DEC. 1 APR. 15
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE CAREFULLY CHECK 1 1 ENCLOSURE \ . \ • \` 1 ; /O �/P / �/ /c� _ 0
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED 15 PERMANENTLY 1 1 < •. 3� /1 / 0� //J\\!Lc /�rG �\) / V c/ a tom' � MOUNTAINS MAY 15 AUG. 15 V"p 1 \ / rc. _
STABILIZED,REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL 1 1 `r r• .' 1 cv // / �� /,� �� // �/ Y `J
15' DUKE POWER \\_ \ COASTAL PLAIN-APR. 15 AUG. 15
Y.. \ \ _ ro / O / �c_,J SUMMER PIEDMONT MAY 1 AUG. 15
AND APPROPRIATELY STABILIZE IT. . \ \ \ \ V \ / / / /
Lu UTILITY
B 6i69 PG 954T `� /' cor'r^W \tea '\♦�,�/' '� �� �' ^ 15'bV�RHEA�7 i N0 r ^o Q�P =/ � t� C�
BASIN: .... / / L •
r SKIMMERGRADING/EROSION CONTROL LEGEND / o // J \ �, \ 1/ r X Uy1!'(TYEAS Iv1EN� r � r MOUNTAINS AUG. 15 DEC. 15
v INSPECT SKIMMER BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(ONE-HALF INCH OR r / , / \ \ , J/ / ` '., �C` ,/ FALL { Q
/ / \• \ 4..''`.. . , �t� , ` COASTAL PLAIN AND PIEDMONT-AUG. 15-DEC.30
GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT AND RESTORE THE BASIN / \ I / \ / / j �� ��
N TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE • DROP INLET r' v ,'/// '',9!„.„. // ��\;\ •� 4 //' �� l/ / , • '',,, i• ,:5,,;'' � ®
j SILT FENCE OUTLET ' o r ' / ii A / ` / / / .
o FIRST BAFFLE.PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE - IIIIIIf-- // / / \ � . 4 / u / \ /
Q EXCAVATED EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE SKIMMER CURB INLET ,/ ,° // / // •\� / // \ ao, /o • SOIL AMENDMENTS (�if% maim O
i OR THE FIRST CELL.MAKE SURE VEGETATION GROWING IN THE BOTTOM OF 7HE BASIN DOES NOT INLET PROT ECTION r J/, / /�y / \ `� / �0 / / o FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND `,�
R HOLD DOWN THE SKIMMER, STORM PIPE r' o r',// /// / 1 1 •'k:�,`�\ // \\ / 2 �� AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER �r M Cr
O -sFim SILT FENCE / // 10' UTILITY EASEMENT \ V. r Q
o REPAIR THE BAFFLES IF THEY ARE DAMAGED-RE-ANCHOR THE BAFFLES IF WATER 15 FLOWING XXXX TOP OF CURB / / / \ '•' ` / MULCH
UNDERNEATH OR AROUND THEM.
XXXX BOTTOM OF CURB TP TREE PROTECTION FENCE \ '� /' // D.B. 6246, PG 552 Y `� •. / % ' ` / APPLY 4,000 LBS/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, Q
v /'// / RIM -© ' •
\;\ // ' \ / NETTING OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY
,,,,,,,, - ���`DIVERSIONDITCH / / •RIM=669.00' \ \ / / t f, • /
IF THE SKIMMER 1S CLOGGED WITH TRASH AND THERE IS WATER!N THE BASIN, USUALLY JERKING ON HANDICAP AREA(2%MAX- SLOPE) // ,/ \ �\ / / •+ CONCRETE / / STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
// N/F INV. =654.38' /
811
„ /
CJ THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE ' /, / '\ / MONUMENT QQ
v FLOW.IF THIS DOES NOT WORK,PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE LD -- LIMITS OF DISTURBANCE / //// / \\ •\ / / q
®� SPILL CURB SCGVIII LAKEPOINTE, LLC \ / MAINTENANCE PROJECT NO.
DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED,IF SO REMOVE THE / /' \\• / / �� WSS 2106
aP Pp FLARED •END SECTION / DEED BOOK 31140, PAGE 354 . �/ / O r REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
DEBRIS. TW=XXX.XX GROUND AT TOP OF WALL TRACT 2 // �`'\�. / • • IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. FILENAME:
BW=XXXXX GROUND AT BOTTOM OF WALL W5S2106 ECP1
m IF THE SKIMMER ARM OR BARREL PIPE 15 CLOGGED, THE ORIFICE CAN BE REMOVED AND THE ««6 '"'*:6 / ``y\ 7,./O]�J •u OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.BE SURE AND Aw•.w• , ,1's•;i MAP BOOK 29, PAGE 143 /, / �.\ � / DRAWN BrREPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. !NLlNE DRAIN :�wll ��I CONSTRUCTION ENTRANCEPARCEL ID: 14326117 / ,, ' / / RCN
;��•; �r ii' i•� , , • what'sw■ SCALE' „
LD
(..
��•. . . .. , Know below.
i CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC -RD- ROOF DRAIN // \ clf� 1 - 30
'^ THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS,AND OUTLET 6"CORRUGATED PLASTIC GRAPHIC SCALE
3'MIN.COVER / /�L •/� / Call before you dig. A 30 112
15 30 60 DATE: 11-16-2021
FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL 1%MIN.SLOPE SEDIMENT TRAP p r} A n _
NECESSARY REPAIRS IMMEDIATELY.REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER PVC IN TRAFFIC AREAS `. /////////
/� / nC$11.Ql' O r 1"U00-G32-�949 SHEET NO.
AND POOL AREAS. CLEANCUTS LOCATED @ ALL BENDS / g
/' ; '/ 1 inch = 30 ft. C�
CU
01
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN, SOME SPECIAL PRECAUTIONS / / /
o SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. •
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FINAL APPROVAL 7/18/2022 METER AND •
• s 4 \\
TEMPORARY SEEDING IN NORTH CAROLINA BACKFLOW \\\ \ :��\ CONSTRUCTION SEQUENCE: 4 4 ti Y C) CO
PROJECT NUMBER: I. 2-0000 (TO BE REMOVED PER \� \ N\
CONTRACTOR TO INSTALL ROOF DRAINS PHASE 1: q q va q
CHARLOTTE. �� <<� SEEDING MIXTURE _`_ `�° - `� CW#2020-00001) \\ \ \\ AROUND BUILDING AND EXTEND TO OUTLET 1. OBTAIN A LAND-DISTURBING PERMIT CALL CITY OF CHARLOTTE TO
i /
(� \ AT 2/MINIMUM. COORDINATE DOWNSPOUT SCHEDULE A PRE-CONSTRUCTION CONFERENCE ON-SITE BEFORE Z
ti� SPECIES RATE (lb/acre) -- -- \ \: . - LOCATIONS WITH ARCHITECT. CONSTRUCTION IS STARTED,
EN I EKING 120 I �,� __ �� 1�s,4 'Lj \\\\ �.:.. \ Fa
PCSO/ TE .ON / DRAINAGE PLAN RYE(GRAIN) / \ � \\
LATE WINTER& ANNUAL LESPEDEZA(KOBE 1�:.. \- \\•\ 'Ao % �� N. \\ 2. OBTAIN CERTIFICATE OF COVERAGE FOR NPDES NCGOI PERMIT FROM W
IN PIEDMONT AND COSTAL PLAIN, sr ► �s.� \ q � O �\ N. ,�\ / , NGDEQ. � N � �
EROS�ON CONTROL Pe er odr uez EARLY SPRING KOREAN IN MOUNTAINS 50 y \� \ Os�/A� ® \. `\\ /f
CI, /w l !\ \ N 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY CO U k k Z
/ R \.� -\ �\ '�G \. '\\ l/ y� �/ N N DIVERSIONS, SILT FENCE, SKIMMER BASIN AND OTHER MEASURES AS Z Z 14 Ill
j Q
URBAN FORE,, STAY O r ] n !sop n GERMAN MILLET 40 II _\-- -'` - , \\ ���'O -17 \." \ / \ \ SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO W W °a W W
OHr �Q SUMMER OMIT ANNUAL LESPEDEZA WHEN DURATION OF I.. ; \ \ \\ C �/ .. -. \ \ \\\ ; / ' // \ INSTALL THESE DEVICES. SEED TEMPORARY. S DIVERSIONS,BERMS ANDzu) C TREE ORDINANCE _ _1 `1 \ �,. :1\ rPj 1 \'•\ I / / BASINS IMMEDIATELY AFTER CONSTRUCTION. SEE DETAIL ON SEEDING
Rls/n \ ��`N ` TEMPORARY COVER IN THE PIEDMONT AND I \ 5 / o
�a EAQO �pR / .- Inn
`� MOUNTAINS,ASMALL-STEMMED SUNDAGRASS ASPHALT- if \` _ � `��\ � �''S' +� \ \ . ..�.\\ / � 'I O O
\ \ I I I / SCHEDULE. CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND I- (,)
COOT �" v i n Piker120 1rI `L '\\ O,<- .9 \x `-• .\\ ALL OTHER SEDIMENT CONTAINMENT DEVICES FOLLOWED BY ALL Cl) z 0 w
/ � .: , I / I I W o
m n SOT_ RYE(GRAIN) I, :�4 .:Ar5\B);
ZI \•\�\ �\ /i \\ N.\\ / DIVERSION AND BY-PASS DITCHES/BERMS. ' 1
NOTE: TIS PLAN A ,OVAL DOES Alp FALL IS NOT TO EXTEND BEYOND DUNE. ; \ e\ \\\ 91j \ \ • \\ / f y / I I �Ll U UINCLUDHARLO �111Cf�R�w RE CO MAY SE SUBSTITUTED AT A RATE OF 50 LB/ACRE. I "' � , � ` � \ �': \\ � f � f � oI \.: \ \\ / / 4. OBTAIN REQUIRED EROSION CONTROL INSPECTION FOR APPROVAL OFINFORMON, PLEAS O4-33.-- '• ' e //S • I f� 1 `�♦ ' \\\ \ Ir � INSTALLATIDNOFEROSIONCONTROL MEASURES. 0
OR VISIttp. c arlo ewater.org ED SEEDING DATES: �./7i \' :\ \\\ \ \\ ,NOTE: TS PLAN APPR VAL DOES NOT MOUNTAINS-ABOVE 2500 ft:FEB. 15-MAY 15 / " I. � �♦♦♦ \�9 °\ \ \\ ` \ / ✓ / \ \ I 5. INSTALL BYPASS STORM DRAINAGE SYSTEM(FE501 - FES®} UINCLUDOMMERCIAL NING. ALL BUILDING ` ♦ / \ \ \ \ \ �a �/ PROPOSED / 1 / \ \ a4LATE WINTER& BELOW 2500 ft:FEB. 1 -MAY 1 /PERMITND ZONING A PROVALS CAN BE /� � „� a � -- - --� \``� � 1 ��� \•" \ �\ \ \\ / '�/ 20`SANITARY / h" I \ �G 6. BE'G1N CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE. 1T IsEARLY SPRING PIEDMONT-JAN. 1-MAY 1 I ♦ `� r .r ` - :IN
\ �- . \\ , II / \ S� N N CV cV NOBTAINAT MECKLENB RG COUNTY CODE I� :i �`� ♦ \ F \ \ \ �. /�/ SEWER EASEMENT / i / ` THE RESPONSI8ILITYOF THE CONTRACTOR TO PHASE/STAGE EROSION co CV co CV in WENFORCENT. PLEASE C LL CTAC ATCOASTAL PLAIN-DEC. T-APR, 15 / _� _ ♦\�� `iF�O \ 'N\ \ -'Y �`/// /d / / 6 CONTROL MEASURES AS NECESSARY TO ALLOW FOR PROPER N O N d ~704 314ODE(2633) FOR MORE INFORMATION. /►� �� '=� WATER, SEWER& I ♦ / \ .., V@\ ` // 11 // CONSTRUCTION ACTIVITY. ' ' ' ' QMOUNTAINS-MAY 15-AUG. 15 ` \ > \ \ \.. \ �/ / 5y N 0 0 co 0 ❑
/ ACCESS EASEMEN ♦ F \ \ \ \ /� f / l PHASE2:NOTE: EDUCE PRE-CONSTRUCTION MEETING_ SUMMER PIEDMONT-MAY 1 -AUG. 15 �I / 1 DEEDOOK9849, PAG�E443 �`�` / `���' \\ \� -- � / /� I / / / \ O O O O OAT LEAS8 HAS. PRIOR TO ANY LAND COASTAL PLAIN-APR, 15 AUG. 15 /�' / ` \ / �♦�♦� O� \\ /
f f I/ \ 7. BEGIN INSTALLING STORM DRAINAGE SYSTEM. INSTALL APPROVED
♦ \: /
DISTURG ACTIVITY USING THE Ov C `� \ ; a \\ / \ INLET PROTECTION AS INLETS ARE INSTALLED. TERMINATE STORMO
�NIT MAP / �, -/q �- 5FORM FND AT http://charlottenc.q / MOUNTAINS-AUG. 15-DEC. T5 a ' \ \l ` \ 1 / f
\ / ♦\\ F�, \. \ \\\ ACCESS, EGRESS, INGRESS \ /� f / 1 � DRAINAGE SYSTEM ATEROSION CONTROL DEVICES UNTIL SUCH � N � � �
FALL COASTAL PLAIN AND PIEDMONT AUG. 15 DEC.30 / 1 s°� J �1�� C' &REGRESS EASEMENT \ // II / / I 1 / DEVICES HAVE BEEN APPROVED FOR REMOVAL BY THE CONSERVATION
N 7 5 / / / ` �♦ / ��` DEED BOOK 9849, PAGE 443 \ / � /
s� N\ ♦` / 1_ ♦\•,( 2p \ :\// ::� \I, f I INSPECTOR.ADDITIONAL MEASURES MAY BE REQUIRED BY THE
/ \ ` ♦ ti / `� 26 \ / `' / ( / INSPECTOR DUE TO THE ROUTING OF THE STORM DRAINAGE SYSTEM
SOIL AMENDMENTS ,' `�.; s \\ 1�C
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND ?� ° ' \ \ `♦ r' f ``♦`• `�°�\`'?'
\\ II / / j f AND ACTUAL FIELD CONIJITIONS.
AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER /i ` �� �.l♦ J/ \� '•\ \ II / /
\�, \ ` ♦ ` \ \ \�. EXISTING HYDRANT ��� N. fI / J , I 8. THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL
/ RI HT-OF-WAY \ � ` ` /z, \ • /
MULCH / 1 `•♦•/ '\ / `♦ (TO BE REMOVED 1� / I j `. DEVICES REMAIN UNDISTURBED DURING CONSTRUCTION OF THE
• (fyA ) �♦� / `- a - / ' �• PER CW#2020-00001 �I\ / / / BUILDING PADS AND ASSOCIATED PARKING/DRIVE AREAS ADJACENT
APPLY 4,000 LBS/ACRE STRAW ANCHOR STRAW 8Y TACKING WITH ASPHALT, )`• / A ` / \ - - }
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY "� / / f ♦� / /� / N. \`\ w \�T ���\�\ �`. `� II \ % h j F.E.S. I I TO THESE DEVICES UNTIL THE CONTRIBUTING UPSTREAM AREAS HAVE
'/ `• ♦ / \ '\ ` \� \ / / INV=650�01 SANITARY SEWER EASEMENT BEEN STABILIZED AND APPROVED. ONCE ALL UPSTREAM AREAS HAVE V 20
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. / I I ` / •♦ �� - `♦ I f / / DEED BOOK 35594, PAGE 474
�` �1 /, ♦\ \f \ ` \\\ / //w♦ BEEN STABILIZED, CALL THE STORMWATER INSPECTIONS REGIONAL V
8"WATERLINE ♦` •/
f I `\ / \♦ ` `� / \ I / /) 0+`•`\ (TO BE ABANDONED) COORDINATOR TO REQUEST AN INSPECTION AND OBTAIN APPROVAL TO Z
MAINTENANCE �. / /' ( 1 / / . / . / . ., 1 j
REFERTILlZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, / (PER CW#2020-00001) w / / 1 f 1 \♦ / / �{`♦ �/ \`�\ r`� / i /J•r:;+�•�\ J ! / REMOVE TEMPORARY MEASURES. DO NOT REMOVE ANY TEMPORARYmom 0 v
/ �♦ `•` \"•'•\`�\� o,, / // \ / it i•�•i+s; ` // MEASURES WITHOUT PRIOR STORMWATER INSPECTOR APPROVAL.
REFERTILIZE AND MULCH/MMEDI OLLO WING EROSION / . 1 �o`A ` ` / ` / • • + + +�* _ ! // /
OTHER DAMAGE. / I I P ♦\ ` / \ ♦� \\ ;',„40;.../4,..(......... / 4 k "// •+• ••*�"* / AFTER BEING APPROVED BY THE STORMWATER INSPECTOR, THE s.� Q L130 POST f f `� / ` ` / ¢ // '�� / - / I MEASURES MAY 8E REMOVED AND THOSE AREAS OF THE SITE MAYBE �..INV=660.95 / �1 CONSTRUCTION GB_© f 1 ? / ` / \ `� / \ �� t / \ / , f//'�v . \/ / I`♦ f / ♦ _� �, �/ y \ / / ,/ / / / Az.,:t
GRADED AND CONSTRUCTED. y v1T/G-668.30 Ir ♦ �: r o y / �' /(INSTALL TRASH / f f ` 4 A--�_ ,! �� y / --20'STORM DRAINAGE-EASEMENT ' I ' . U�\`� CONTROL EASEMgNT INV=659.55 I ` �`° ♦ `�-r,''�/ G / ` /// Q / / �dGUARD INLET +- I ♦ G / / C \ I (PER GRAt3T1UG AND DRAINAGE moo! 9. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
PREVENTION PER +� • P , / (INSTALL TRASH CB © I j ♦ I , `� / \�� / u� g� / �/ {/ /
/ tl ,20 LF- 18"HD E 1 I T/C 666.50 I ` ♦ f \ - `y/ `/ �,� / PLAN PREPARED B_Y-07CA / VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH
co
DETAIL SHEET e + a GUARD INLET ♦ o ♦ \ O N� / 4
} / �a°� \ @ 1.D0/ !N 659.55 ♦ / 7 CI !V71- i
(^ / N /i 1 ENC INEERING,_DATED 9-08-202� / (a DENUDED AREAS WITHIN FOURTEEN(14)DAYS OF COMPLETION OF
/ _tlw ` \ PREVENTION PER I •♦ :- F 6"DIA. ! �`♦ > \ ` ° ` V/ \ / ��
w �, a .�� ',��i "\ (IN TALL TRASH j ♦ ` y � / f /i % ANY PHASE OF CONSTRUCTION;ALL AREAS SHALL 8E STABILIZED
�' �•-` �° � DETAIL BHEETJ i � I I ♦ "LU lZED PIPE FOR SAND F( fER� "� •
�a�w � «�w�._. � G RD INLET � � O 1 I I // WITHIN 14 DAYS.
s a . • w ` \ / I ED1 STOR GE I •♦ / / 6 I PREVENT! N PE J l
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sr,s;c %=►www i�ih��i,v� � DETAIL SHEET) I ! \ / / � o , ' B G j� ( / // 10. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED C4°) ®■
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TTO ELEV =655.90 f fir/
'V o w„o4,4 4 4eN,ya„i.,i..t.i P U7I1 r `r q•p COMPLETELY, CALL FOR INSPECTION BY EROSSON CONTROL
2 1.1.1.1
w i♦- ...: .e. 45 LF- 18"NDPE I \ ♦ • / c�, / INSPECTOR PRIOR 70 REMOVING ANY EROSION CONTROL DEVICE ON
/ bQ +ii"�*t�� !i•a♦r�); ` ��\ o I J 1 ♦ / ♦ \ /�" /r �� \''.:-. �� `r'�t / / THE SITE. [
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/ � '�� r / �.♦��.'a �w�i�wa"i*".=w sw � / f � 1 � j� � RllVl�.kr59.04� •, ��' �C� ` . .,;� �', � � �•.
/ i , ;��0 wi.8 :4 /*" ` �, UND RGR UND D�7ENTION \ , � ° ` \ / T1. IF SITE!S APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT/ � � ���'# i r�'w r f .. ik
\ ` � � � NV!N- 1.40___,//:>:-� l��\,. \ ��� \� �� ,•r.,,/ / -5.4 .i e,+arr wok.•�r +` , `� TOP -662.k5 r \ \ ��_ .,' r, ~ �,�� �\ ` j FENCING, ETC,AND SEED OUT OR PAVEANYRESULTING BARE AREAS. .o
/ O� ( 0� �p�`3 / w„�*.+s�� ..�♦ aw" '- ♦ � `' 807�TOM=j657.05 / j/r 1 \ INV OU65 - % '� � \ �� *,r'/ \�`\ �/ I•
�� / .3" `•+ ;., �'.� /N. / i SEE DETAIL SHEE7�C-13 / / / / ` \ \ �.\. . -° / T2. UPON COMPLETION OF BUILT UPON IMPROVEMENTS, CONTRACTOR ca
•
• L• w y` • / ♦ 4 ` TO CONTACT COMMERCIAL SITE DESIGN A7 9 i9 84$-6121 FOR AS •
/ 4 \ 1or. �/- •+le • '� `. �6 f i / / / / -G53 \ / \ ♦ ` v� ';' �I o! BUILT SURVEY OF ALL NEW IMPERVIOUS SURFACES. THIS SURVEY Q
/ ¢ �/,P ,Q� DOS' /d 'i' �'""� '� "" \�♦ / `►y \ /66 // / / / 71; \ ��\,. ��,+ WILL BE SUBMITTED TO CITY OF CHARLOTTE 570RMWATER
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0• � \♦ �� DEPARTMENT FOR APPROVAL. Q
/ - /� i _ `� v \ '662 ` / • - r�••r>•:44*� / ♦` \ ���.,,e.ifiv7/
, 2:1 SIDE SLOPES re BE LINED WITH 13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FORA FINAL • 0 1-
y� ,• JY / / / \ �. ( �, 's6 r �- 661 i/ i ,q�•+**+•*!. Sy ` 0.,/'-
er: r r SITE P Q Lw
r * -1 • ` '♦ N TRUCTI0111� s*** 4 - j ( NAG 350 MATT! OR CITY/COUNTY S INSPECTION BY THE STORMWAI ER CONTROL INSPECTOR, D
Or • �7 +rA . •
` \•-ti 71� `- �F 1,••. \ �� �h APPROVED E/ AL- (MT)OF OBTAIN A CERTIFICATE OF COMPLETION,
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. / ♦♦ 6 {J ` ��i ,. �' `nf I �� f HATCHED A--A u!
ASPHALT 0#04, y'` <- 7 • ) w/, .
- : c�� ♦ �� i4. OBTAINFINALEROSIONCONTROLINSPECTIONTO CLOSEGRADING
a' � G r _.�0�0 y;, \ 6� ♦\ a \CB_ 5 x EW/FES p / #.. -I/ 28'L X 15'W /2"(D) PERMIT. U 0120 LANDSCAPE 1 ;6 / :1", I � � � �' ��'�'� \ 6g hg6� ti' C� / `♦\�ri 7VCw666.50 INV-653.00 "PO /�� I.4.IEASEMENT ZONING ` � �/ ♦ 6{ ♦\ !�/9 / ` iP Q1 659.50 ! / /iCLASS B RI"'AP APRON col J iPri" ► 1 \ ` r ♦ 13 LF 1 ` �� / 15. FILE NOTICE OF TERMINATION WITH NGDEQ TO CLOSE NPDES NGG01SETBACK D.B. 6246,PG 579 ' ► � , " � +•• \- >, S (11 TALL TRASI :r />\.: ���/ �! l% • \\ 66 p Fes.:,I �� 2.11°DPE
x 1 ril,tt",C. °� GU D iNt ETA 1 ��` PERMIT.crw , .� i , i % �i G ! PRE NTlON PER ` ♦ r / ,: �s♦-" .:"TE CURB&GUTTER(typ.J * •14 � ,I k� r �q�/ IJETA SHEET \ / '11 �1aa►.r B INLET ) \ �`, ♦1 O l ` E" �` �� rr
CURB (zv�) /`� ,"' ,; r + �\ , . �, a :...,..63-1°--
�YPAssJB , ��e►�v �° GRADING/EROSION CONTROL NOTES
/ \` C � • � • / �' "� O RIM=655.0. - ♦ • • I ``. -. ,, �. / �� s O0C,/ •* rp `♦ • INV .6 �.15 �-
! . / � . ..- ♦ ♦ / s w. /i�4 / , 1. ALL GRADING, BACKFILLING, EXCAVATION, ETC..., SHALL BE IN ACCORDANCE WITH THE
.:: : 1111[ �f • • • _ . 1 /, / .
:. ♦ C A' ZO' I p �i / RECOMMENDATIONS SET FORTH IN THE GE07ECNNICAL INVESTIGATION REPORTS2.
♦ ♦ cs f �, i ♦`� •* - .c �� `� PRIVAT€ -• T J` /►� /-"� d ,-� \N ♦ ♦ \ / \ b .` , '9b ♦ ♦ ♦-.• I / , REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO
��i ♦\ \ -< • \ - 6j o NC \ �♦ \. a. ` ` _ _ sS 1N[TA�Y SEWER.. - - /n r % / THESE PLANr-� \ o ♦` y \� 1 ♦ ' EASEMEN 66a • / / �` S.
��♦ ♦ ♦ SH - �♦ ♦. ��� _- -- - / *. ',. / 1. 20'PRlVATE♦ \♦ ♦ ♦ / EA ��/ f. -• / 63 r 1 ♦ / DRA G E EASEMEN'v'' ` / 6 / rn r -' �\ ' `Y .:. g` ''''''.1: ` 1�\\ BYPAS B- ° Y ' 2. CONTRACTOR IS 70 CONTACT NORTH CAROLINA "ONE GALL"A7 $00 632 4949 FOR
�`♦ k.`��♦ �� / / * / / �' `� �� *� / `' / - of /` `. � �`� UNDERGROUND UTlL1TYLOCATION 48 HOURS PRIOR TO ANY DIGGING.,' M agoL�F-1 ,H6P� /, ` . 1 -/ `�► / / /` ` ` L ` �' / / ` / 3 THE EROSION CONTROL MEASURES ARE TO BE!N PLACE PRIOR TO ANY EARTHWORK♦ pl c ♦ \ / r�� 1� r1 1r170°�sr / ` ' + ' `ti e. `♦ s ♦♦` ♦ / ♦ / '(, / �J O
\\ ♦ O,\ ♦ • ` / / 6° ,�/ / -/ ,.\ , Gg - , ♦-. i• / 4. ALL EROSION CONTROL Ml ASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS h N\ `� `��` `�\ \ ` p / r66 `� f / / '1 �Go , 0 - /.* `�♦ `�\ • O. // • - � ARE STABILIZED. [� d lf7
1 ♦\ ♦ / 4 / IRO S A ♦ � ` \/ ��ff' o .i COZN.
�/ 1 \•,\\ • ri f / / �� 0 / / p o 4 ♦ r6C *� , /� 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT MINIMUM O
MAINTENANCE NOTES: �,\ fi _ /� �� . a,
1 \` )( / + .� / ,,,!i•(.' , \ ♦ _\__, �\ / ti Y OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT. U
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IN GENERAL ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND MAINTAINED DAILY • A - ♦
,��_ 1 ti '+7 '� -•+c I1�/. �.> FiIY r /�7 �=.. .:-'Fp .G�._O :6'2s
5� _ ..-- �\\ ♦ �� lt / ° i / t.AND AFTER EACH RAINFALL GREATER THAN 0 5 INONES-ANY SEDIMENT THAT HAS SEEN TRANSPORTED t - 1 < �- / / \ n" SI13E PLATE - ♦-6+ " / / / • 6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE L� O
ill
s ��� /-�•4 -=�-�� .....
\ \ ! e+ 6 .46'/ ° �. �' • �--♦�6 • / /� / • / • SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORM O U x
•
BEYOND THE PROJECT LIMITS SHALL BE REMOVED. THE FOLLOWING ITEMS WILL BE CHECKED 1N a �` ♦ , �. / FES® \ x -(SEE DETAIL SHEET) _ w , ♦ ate,; �i T f / / ♦(� (r} �LI
PARTICULAR: .- 1 > \.. - - 5. • 1 4 DRAINAGE SYSTEM. U O Z
` f C • 1 INV. =661.50 \ :.. ,. .-.. - - -66;�� 4" .� ' //� / i / LLI
CONSTRUCTION ENTRANCE: `� yt \\�\\ `� .♦ ��' ♦ .. ♦ i:IP a1\•€sY /' �/ /C\ / / �r O �I
�� \\ r` 1 \ , `,� 1 - ♦♦ ► rs,r� � �� , / ° w 7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO z ti Q Z
4
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE. TOP �..ti` ��```_ \ \'��` ��\�jl'V \ - $6 _ /♦ .\ �r ♦ '/ _;.,r; _0.; BEGINNING CONSTRUCTION. V 4
DRESS WITH NEW GRAVEL AS NEEDED.CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND .,„ �� ..�� 1 ........... ... kt. ._ N. r r662 -- �\ • ♦v - ♦ �.lair a / ZP W
SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS,MAINTAIN ALL VEGETATION IN A HEALTHY,VIGOROUS
•, - 1 r 663
} ��� �� A • - --P= � r- // @� ` ,:YPAS/ JB �' 8 PURSUANT TO G.S. 113A 57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL
CONDITION.SEDIMENT PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY. �.. �O `� \\� �� ,; =- -664 / i ♦ ,] �♦: \ , I \ U
STORM DRAINAGE `�� ��\����! `�` ` 0 LF-15'"1{DPI -665 ✓ // \ j I:,' ♦ RI = 00 li / 1":"., gyp, sy RETAINED BY VEGETATIVE COVER
BE NO GREATER THAN THE ANGLE THAT CAN BE
SILT FENCE: `���` `` �' - _ fi��•c - -666 / Y' \ ` \ TA1V= 3.00 � // C'/ OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
EASEMENT \ i ___ v _ // r ► \. / / /
INSPECT SEDIMENT FENCES AT LEAST ONCEAWEEKANDAFTEREACHRAINFALL,MAKEANYREQUIRED P.B. PG143 �` \ ��� �.. -567 I �, / `` + / \ ` t'°"1/ 47'q SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY �J
\ `\ "',.•_._ � -•-- \ - r.-� - --668- ' / /` '--'- - - f- ` ?/♦ �/ / � C°O T~� / PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
REPAIRS lMMFD1ATFLY SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR _ ✓ `` N _ s / ¢ / • \
BECOME INEFFECTIVE,REPLACE IT IMMEDIATELY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE \ •• `1., ✓ '-`\ 669 + SIDE PLATE W/TRASH'RA(K ` �y / 47 �/ `
• •� i 1 \� r �••:. --s70 / \ ®♦ • , / i / A �c �y PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT"TO RESTRAIN
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCEPRESSURE ON THE FENCE, TAKE CARE �.. �� ` 1 \ ♦.v ,.� �- -- (SEE TAIL SHEET) // / ` / iv
rl/
°. / / 7/ EROSION. PURSUANT TO G.S. 113A-57 3,PROVISIONS FOR PERMANENT GROUND �.
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE - ���� \ ! t•,- , - ' -t * \ , - I / r 1 / GS O
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING �,`- \ ♦ \, \ - 672- I/ �.,• \ ,� - // : /� o / 47; COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL J
1/#
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED- CB_�i �-` `♦ - \ . - -_ \ -:...
/ -° / / / O T� DISTURBED AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF/
O �V1 . ti. / / / / R< colvsTRUcrroN oR DEVELOPMENT.
SILT FENCEGRAVEL OUTLET.' T/G-667.00 11 �`� ♦♦ `" , `� y ��. ��•8 j�• // ti ♦ % / 'pq/�/� /INV=662.10 �` ,.. / P '4 dINSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE A WEEK AND AFTER EAGN RAINFALL.MAKE 1 11 G ` r \_ \ c \ / / DI 2 9. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, QANY REQUIRED REPAIRS IMMEDIATELY, REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE (INSTALL TRASH 1 \ \ / / T11 `\` \ s' 0 \ f oo \! / l / / ,° 60 L 2 C • ., RIM=666.00' / SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED!N ACCORDANCE WITH: V �LADEQUATE STORAGE VOLUME FOR THE NEXT RAIN.ANY RIP RAP DISPLACED MUST BE REPLACED GUARD INLET 1 1 - _ , / / . 4°; _
r_5 / INV. IN(W) 653.25' A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT.NO SOIL
IMMEDIATELY. PREVENTION PER 1 1 \ ` • • �\ I / / / p / /\ _� ♦ / / . / / / / INV. OUT=653,20' TEST REQUIRED FOR INITIAL ESTABLISHMENTQDETAIL SHEET) 1 1 �, ♦�•+ A; AO / ,� A � // / I�OUTLET STABILIZATION STRUCTURE. 1 c r♦ •� ��` / • , �. / / / Q - B. 20 LBS OF 10 10 10 FERTILIZER OR EQUIVALENT PER1,000 SQUAREFOOT,INSPECT RIP RAP STRUCTURES WEEKLY AND AFTER SIGNIFICANT(0.5 INCH OR GREATER)RAINFALL EVENTS P © 11 1 t\ ♦\ w• \ • 1 / j 9l � / / / ►. / / C. VARIETIES TO BE SEEDED'
16 245 LF 36" 1 \ .. a < / :>' 6� / /j / / �' QTO SEE!F ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE,OR 1F STONES NAVE BEEN 1 ♦ >y \ �, 1 / , \ 1. SPRING SEEDING-MARCH T -APRIL 30;SPRING OATS 2.5 LBS PER 1,000 SQUARE
:T1 DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. N-12 HDPE OR CITY 1 1 ` r� .y 1 / ' / / 49 LF- 142' 91 O '1 \ ` v �� ` 1 \ � / / `' / / i h1 / ALUMlN1 >a PIPE fHAMB / <C FOOT. Om APPROVED 1 1 •� \. ` / �/ / / /� , 2. SUMMER SEEDING-MAY 1-AUGUST 1;WEEPING LOVE GRASS AT2 OZ. PERw•
Z14.1
BLOCK AND GRAVEL INLET PROTECTION: 1 1 \ r ��. O / !+ / / 4 / 44LF SADB!~ 1EQUIVALENT 1 �, \ / /� .,E / o / / . WQINSTALL SILT FENCE GRAVEL OUTLETS AT ALL LOW POINTS!N FENCE.INSPECT THE BARRIER OF AFTER EACH20% 1 ♦ '. \ \ -� /// /rO 5LF OU LET Ci!f,'MBER ♦ +� SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDrNG,RAIN AND MAKE REPAIRS AS NEEDEDcr, .REMOVE SEDIMENTAS NECESSARY TO PROVIDE ADEQUATE STORAGE @ 11 �c �:' /� / / b BOTT•M ELEV"TION= :•::.65 \� 3.ASPHALT MULCH 6 GALLONS PER1,Q00 SQUARE FOOT.ALL SEEDING WILL 8E
m VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY 1 1 CB- qt, ♦ -" /�' / / O �� MULCHED,
„`ri STABILIZED,REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL,AND EITHER SALVAGE OR DISPOSE OF IT 1 1T/C=667.00 ` + y 4 \ �` - "� // OJ ;. / �/ /�o' /� JrN PROPERLY.BRING THE DISTURBED AREA TO PROPER GRADE,THEN SMOOTH AND COMPACT IT. 1 1 `♦Ia'o •' \ \ ` % 'C� //0 • V i 0. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING. NII
1 INV=663.50 `i^i APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. 1 �' \ / /I f /�� / /�J� /1 1 INSTALL TRASH ♦ • / J� 11. ALL FINISHED SURFACES SHOULD SLOPE AWAY FROM BUILDING, TOWARDS DRAINAGE
DrVERsroN D1rcHEs: 11 11 GUARD INLET \•\\ ``� ��� e/ o / I I I /Q5 � + 0ko 1 , \ / / / /� / A. �� OUTLETS FOR POSITIVE DRAINAGE AND TO AVOID STANDING WATER.
i. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY 1 PREVENTION DUMPSTER •a \ ♦ '; I Om / , / P
•
cii REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK 1 1 PER DETAIL ENCLOSURE . ~ : , 4 /r �
u OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED, WHEN THE AREA PROTECTED 1S PERMANENTLY SHEET) ` \ `♦\ 4• / <711,I -,5,-
p+ / 1 0` �j� / / / J�♦v\ +/ /_`o(/ t'�
rsi STABILIZED,REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL `�\ '' ' _; ' /f ,if.
Q �O / �1 ' V
w AND APPROPRIATELY STABILIZE IT, `�. .- NISI! ' ,. 1 : Q I / vv / V.Lp • �16,13 "Jr :tti a SKIMMER BASIN: // `\ �� \ i]� ` ,\ / T �^ 15'IJVERHEf>/D `�� /y` / y Q- ,�� ��d1 nJ INSPECT SKIMMER BASINS AT LEAST WEEKLYAND AFTER EACH SIGNIFICANT(ONE-HALF INCH OR // / `� / ♦ UyILlTY EAS�IVIENy / + JAr
�,>in GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY REMOVE SEQIMENT AND RESTORE THE BASIN /�TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE GRAD1NG/EROSION CONTROL LEGEND �/ c ► / A / r �/ �' �rLilp FIRST BAFFLE.PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE /// /i // \ • .• // \ / / o ��•°11 " F Q EXCAVATED.EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN NOT JUST AROUND THE SKIMMER . ` \ / /OR THE FIRST CELL.MAKE SURF VEGETATION GROWING 1N THE BOTTOM OF THE BASIN DOES NOT • DROP INLET / / r ° o \ / 2a / y 1 _Y �IIIIII- SILT FENCE OUTLET • ��{ \HOLD DOWN THE SKIMMER. // / / / / , / 'O CURB INLET // / / 10' UTILITY E'.EMEN7 �� a \ C / / .A �^gREPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHHOR THE BAFFLES IF WATER IS FLOWING 0 INLET PROTECTION // // D.B. 6246, "G 552 ♦ + • . IN" ,,. .-0 UNDERNEATH OR AROUND THEM, STORM PIPE / // ♦ ' / • • war,,. Fd F0
ra -SFr SILT FENCE /// / // DI © \\\ ` • / / ° I '+�/ h�s{+4 ^�,V�i` '` ®°oo+°®e��S1G1Ur�a®e,,o
X(XX TOP OF CURB / / \ /� .- �FA / / r, e6� a�,.u�• °°.,,'° !� seep
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE I5 WATER!N THE BASIN, USUALLY JERKING ON / /...
RIM=669.00' •
♦ / ,.,,, ,. �� •,,,���yppP�l.,, ,•
XXXX BOTTOM OF CURB TP TREE PROTECTION FENCE //�/ INV. -654.40` ♦ / f O 4 v
C@ THE ROPE WILL MAKE THE SKIMMER B08 UP AND DOWN ANC)DISLODGE THE DEBRIS AND RESTORE s / �// - ♦• / b� G / '° 1,,
77
V FLOW.IF THIS DOES NOT WORK,PULL THESKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE n �� •DIVERSION DITCH /// \`♦ / • '� � ,Z r.
DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT 1S CLOGGED;IF SO REMOVE THE ,i/r r i i HANDICAP AREA(2/o MAX.SLOPE) - ROOF DRAIN NOTE: `\ / / = :� �� �ca
DEBRIS, ` ` '' / / C �� PROJECT NO.
IMMIMMUSIMM SPILL CURB LD LIMITS OF DISTURBANCE ALL ROOF DRAINS TO BE 8" I`♦ / Qr �a, WSS 2906
(13 1F THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE J \ ��s�O^ �, �•,. �` FILENAME:
V OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR 8Y FLUSHING WITH WATER.8E SURE AND FLARED END SECTION CORRUGATED PLASTIC 3'MINMUM o ° Iy �� , " WSS210B ECP2
TW=XXX.Xx GROUND AT TOP OF WALL COVER, 1%MINIMUM SLOPE. PIPE / / y� h r °"�r """° *°`"°'"""ri °o'o REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. • •
Know OW W I E�� S b e I ow ��ep �41 ;�, g°°+o DRAWN BY: RCN
to BW=XXXXX GROUND AT BOTTOM OF WALL . . - . ,- -_ SHALL BE PVC!N TRFFIC AREAS. N. �� r�BFPFgFFldfl�p°
o 00110Nrr� �1; ■ ff
r.J CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC '1#,0'Mrr*1�*fie; \ • • /
-- • 1NLINE DRAIN ;11,1,1;r1,1;er�,..1 CONSTRUCTION ENTRANCE -• '• C a I I bef7l"e OU CI SCALE: �"_ 30'
a� THAT SPANS THE FULL WIDTH OF THE SPILLWAY CHECK THE EMBANKMENT, SPILLWAYS,AND OUTLET ; 1,1,1,1rf01.111;
^= 11�1 ��r'w �' Y g' GRAPHIC SCALE FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL ��rr'rrrrrrr q DATE.
N NECESSARY REPAIRS IMMEDIATELY.REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER -RD� ROOF DRAIN 30 0 75 30 60 91 76 2029
�, 8„CORRUGATEDPLASTIC ��, � / U nc811.or or 1.800.632.4949
AND POOL AREAS. 4;
3'MIN.COVER j / / �'.: / I i I
.- r%MIN SLOPE w SEDIMENT TRAP + / SHEET NO.
PVC IN TRAFFIC AREAS •s•ss rr // //
FREEZING WEATHER CAN RESULT!N ICE FORMING IN THE BASIN.SOME SPECIAL PRECAUTIONS CLEANOUTS LOCATED @ALL BENDS � J i / / // / / 1 ]I1Ck1 = Q it.
O SHOULD BE TAKEN 1N THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. / / C...4
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