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GENERAL NOTES: TOW N E PLACE
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/ / / / / \ SILT BAG INLET \\ \ 1.ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR SUITES'
P \ BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. P
\ / \ of PROTECTION \\ BY MARRIOTT
(DETAIL#]/C-1.04)
\\ A X \ 2.THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
\\\ \\ /� \ AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES,
i / yy \\ \_ PREVIOUS DESIGN DOCUMENTS,AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. •
\ / / / }-1 \ THE INFORMATIONIS NOT E BE RELIED ONESIELDBEING EXACTE OR RA COMPLETE.THE LOCATION OF Fairfield
-99 \\\ e - J \+ '-'0 EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BV THE CONTRACTOR PRIOR TO
/ L• X � CONSTRUCTION.
► \ / /� / / / �� 5 / S \ /� /J� \\� 3.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY BY MARRIOTT
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS
j i ��/ \\ VGA' \ \\ AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
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\ �� S \\ .J 4.PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL
/� uI S \\ 1 V OO _\ \\ REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY
N _, / �� �/ /0 ) /i- -��\\ \ AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND N
\ / i S \\ / y( INSPECTION REQUIREMENTS. -
%// //PROP.STORM DRAINAGE(SEE / ' / _
5.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,UTILITIES AND
SHEETC-1.07FORSTORM S \\ \\ RIGHT-OF-WAYS,PUBLIC OR PRIVATE,PRIOR TO WORKING IN THESE AREAS.
DRAINAGE INFORMATION) �iS \ \\\ B.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR
MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS.
44 7.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE
NI
\ PROTECTED FROM INJURY.
\\ 8.LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF,AND SHALL NOT BE RESPONSIBLE FOR
\\ ACTUAL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES,OR SAFETY
•
„ \\ \\ PRECAUTIONS IN CONNECTION WITH THE WORK,OR FOR THE ACTS OR OMISSIONS OF
CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. M
HARDWARE CLOTH 8 GRAVELINLET PROTECTION(TYP.) 4,� EROSION CONTROL NOTES:
44 (DETAIL#6/C-1 • ADJUST CONSTRUCTION AND
• SILT FENCE PLACEMENT ONCE 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
NEW CURB AND GUTTER IS SETCURRENT NC.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL(WEBSITE:
d U HTTPS://DEQNC.GOV
► 4 / i / \\ ���/ �/ SS a VI• �i/G \ \ >!� \se �� p - EX.STORM DRAINAGE \\ 2, ALL"STD.'NUMBERS REFERTO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
/ \C�/ / ^ . �-i% \\ �. \ \\\
REMAIN(TVP) \\ \ QUALITY,UNLESS OTHERWISE NOTED.
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-- \\ SS \ 1 3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
i ii / -(SONS E p\,\`' L/'a � / \ \•. \ ETA ADMINISTRATOR.
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��i `NP O� Nip W w�� / /�` / \ \ ��, Q 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS AN VIOLATION OF THE
\ i� OFJe\,\ �� SS / \ \ \ ` ,a y-; \ �) STATE'S EROSION CONTROL STATUTES AND IS SUBJECT TO A FINE.
L d \\ C'''''\�\.E i p ' O ' \\ .\• \\ ♦ M \\ \ 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A L
\ \ VIOLATION OF THE STATE'S EROSION CONTROL STATUTES AND IS SUBJECT TO A FINE.
V' /// ••,o XS \ ' J� \ \\ ` \ fi. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS
7 // �� / ` •\, \ \ �p NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
\ II \\ SS / � \\ \\\ �� \ YY I ��) C. WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE
yy//• . PLAN.
i 9
WW \ S I 7. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS OF COMPLETION OF GRADING ON
\/`>` \\ /SS/ 0,0 / /•' \ �\ • \\ ff O \\ \ \ PERIMETER AREAS AND ON SLOPES GREATER THAN 3:1.GROUND STABILIZATION MUST OCCUR
%0.0 \ WITHIN 14 DAYS OF COMPLETION OF GRADING ON ALL OTHER AREAS OF THE PROJECT.
_ / • * 8. ANY AREAS DISTURBED WHERE SEDIMENT CONTROL IS NOT FEASIBLE OR EROSION WILL CAUSE
\ / / 79�•/ \\\ •\\ \ \ qRy 0,,,� \* z\:._
) v\ \ CC\ SEDIMENT TO ENTER WATER COURSE(CREEK BANKS,CREEK BED,DISTURBED CHANNELS)
SS \ •'.. �'/ � / d \ • '`‘'..ter.
�,y \\ MUST BE STABILIZED THE SAME DAY THE AREA IS DISTURBED.
/ / \ /. •. �9� ; \\ �`r \ �AG@ *.9 \\ /` \\\ 9. ANY OFFSITE BORROW PITS,BURY PITS OR
EROSION AND SEDIMENTATION ONTROLL PERMIT.
KPILE AREAS MUST HAVE AN APPROVED
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SILT BAG INLET o SS \ \.I \ \\. \gip 0\ \\ 10. FAILURE TO SCHEDULE AN RIORTE MEETING WITH THE SPATE'S EROSION CONTROL
PROTECTION . CO) \ \ p8' )` \\\ �C J\ COORDINATOR 48 HOURS PRIOR TO ANV LAND DISTURBING ACTIVITY IS A VIOLATION OF STATE
K (DETAIL#7/C-1.04) • Oilk \\ "j \ `�i)\ STATUTES AND IS SUBJECT TO FINE. K
S • `j-y \ `n \ \\ \ 11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAV BE REQUIRED BV A
• \ �,;.+ \ j YJ+ \ \�`• O \ \ REPRESENTATIVE OF THE CITY OF KANNAPOLIS ENGINEERING DEPARTMENT OR NCDEQ.
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���' ® I .e+ \ \ \\\ \ �4,� \ \•'� \ \\ \• 12. ANY LAND DISTURBING ACTIVITY>5 ACRES REQUIRES COMPLIANCE WITH ALL CONDITIONS OF
S /. Iy ' \ I \ \ •`• `�\ / \ O \\ , nC \\ THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT
O \ \ \ -- ,,, ,,e \ \\ DISCHARGE ELIMINATION SYSTEM(PERMIT NO.NCG010000).
D0 \J Q '' \ •r\ I `i ,T m \ ^/ / \ 13. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1,UNLESS DIRECTED BY THE ENGINEER.
�`/ C HARDWARE CLOTH 8 GRAVEL` \ J' \ 00 /� \\\\ 14. SAND OR SCREENING SHOULD BE REQUIRED BENEATH EXCAVATED MATERIAL THAT IS
► •1 (\ INLET PROTECTION(TYP.) \ \ // \\ STOCKPILED ON STREETS OR PAVED SURFACES.
/ •�`�� �j 56145046820000 (DETAIL#6/C-1.04) \ ii,�• s \ -/ \\ 15. TOTAL DENUDED LIMITS AREA:3.41 ACRES
C,� A. G TEMERITY PARCEL F LLC v V A '7� \\ SEAL:
k.�9n to DB 13330-63 \•
\ \ `riPI \\� CONSTRUCTION SEQUENCE:PHASE2 U111111/// \\I11///(\ .�\ r \ MB 56-19 1 PROP.
(S E SHEET DRAINAGE 07 FOR \\ \S� \ / , 1. UPON COMPLETION OF ALL EROSION CONTROL MEASURES,CONTRACTOR TO REFER TO SHEET ♦♦Q��'E rBGU ®�j% \\\ C$� /��-
t1.913 ACRES ;,i
J 9 fT`� 1 MORE INFORMATION) C-1.07 FOR THE INSTALLATION OF STORM DRAINAGE AND UTILITIES. J =®:-a" - F _
2. REFER TO SHEET L-4.00 FOR GRADING PLAN. _; :7=
J'f / 3. UPON COMPLETION OF STORM DRAINAGE,CONTRACTOR TO REFER TO PHASE 2 OF EROSION =*• Qo°-®t EJ *- :� 043902 r
// p.� � \ S s� CONTROL PLAN FOR ALL EROSION CONTROL MEASURES. � $'.S Q -
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I / „1 4. CONTRACTOR TO INSTALL STORM DRAINAGE INSIDE OF SSB#1 BEFORE REMOVAL OF SSB#1. % S. ` %,y9,,I,CEA��¢-,��.\`
\ / ♦. \ 5. CONTRACTOR TO REMOVE SKIMMER SEDIMENT BASIN#1 ONCE STORM DRAINAGE AND GRADING `m�.'}/ 1°$�U° i�R I N '.♦•�
i \ ,'•
\ '`� I -` \ • \ a\ ARE COMPLETED. ii�9 9 ♦ pN.....GC
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fi. GENERAL CONTRACTOR SHALL RINGG UBBI EROSION CONTROL MEASURES ARE IN PLACE ANDFUNCTIONING PRIOR TO ANO DURING GRUBBING AND GRADING OPERATIONS.
/ / \ ]. THECONTRACTORSHALLDILIGENTLYANDCONTINUOUSLYMAINTAINALLEROSIONCONTROL _ O5IO7/2OZO
8DEVICES AND ST IN TALL NY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSAR�� /�� CONTRACTOR TO INSTALLA V
,e BV THE EROSION CONTROL INSPECTOR CONTRACTOR TO REFER TO DEMOLITION FOR ALL SITE
\ \ DEMOLITION\H \ GUTTER,ALL UTILITIES,AND SIDEWALKS ACCORDING TO PLANS.SEE L-1.00 FOR LAYOUT PLAN�� / Q \ \ IS. WHEN PHASE 2 CONSTRUCTION IS COMPLETED AND SITE IS STABILIZED,CONTRACTOR SHALL
9 .'a /�•Ckt `� 0 \ CALL FOR AN ON-SITE INSPECTION BV INSPECTOR.
\ / ` \ II. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL SITE PLAN SUBMITTAL
�\ \ \\. y.• lr�.����. �� � �\ INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
L} V \111,' `, ��a� fe \ 12. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS NECESSARY
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PROP.WATER METERS AND BACKFLOWS ■ �*.� � P11r�� 9 \ TO ACHIEVE EROSION CONTROL ONO
L ARGE DENUDED AREAS AND ESPECIALLY WHEN
► \\ b ' (SEE SHEET C-1.07 FOR MORE I e ���� ( w \ \ \ SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE.REFER TO ATTACHED 0 5/0 7/2 0 2 4
INFORMATION)0°..* �� • JI\C NCDEQ STABILIZATION TIMEFRAME TABLE FOR ALL STABILIZATION REQUIREMENTS.REFER TO
7 / \ �/1y')` /� \ EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
\\' \ j / I �' \ `� \ 13. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR
STORM EVENT.O FAILURES ARE FOUND THEY SHOULD C REPAIRED AS SOON A I POSSIBLE.
\ 14. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDEQ AND
\\• a ® PROP.SANITARY SEWER MANHOLEitAtiri
` \ \\ CITY OF KANNAPOLIS EROSION CONTROL STANDARDS.
p p" PROPCONSTRUCTION ENTRANCE#1(TYP) 11;0 • 15. ALL STREETS SURROUNDING THE PROJECT SHALL REMAIN CLEAN AND CLEAR OF DEBRIS AT ALL -
(>` ,- (SEE SHEET C-1.07 FOR SEWER C\ ♦ \\ (MINIMUM 50'LENGTH)(INSTALLED IN PH 1) INFORMATION TIMES.DENUDED LIMITS(TVP) LATITUDE:35.50' • 16. AS THE CONTRACTOR COMPLETES DEMOLITION WORK,THE DISTURBED AREA SHALL BE
(3.41 ACRES) \ r '- O LONGITUDE:-8063' • • SILT BAG INLET \\� STABILIZEDWITHIN]DAYSOFCOMPLETIONOFGING ON PERIMETER AREAS AND ON SLOPES _\\ 1 . / PROTECTIONGREATER THAN 3:1.GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS OF COMPLETION OF• N HARDWARE CLOTH&GRAVEL �• (DETAIL -1 ) GRADING AND ON ALL OTHER AREAS OF THE PROJECT
DE IL#7/C .04
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TAB
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SILT FENCE PLACEMENT ONCE \ / \\ ��`� •♦Q• .� t�1111111 ra, / O
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0 �•INIIIIII ® ,� /+may' / -
w ®\ .1 ' �•111111111111, PROP.SANITARY SEWER MANHOLE V1�111:111:1�111114 CIIIII1/ • (SEE SHEET C-1.07 FOR SEWER INFORMATION)
F �� 111�11111��1 m/ // 00 EXISTING UTILITY NOTES: F -
'\ 11�1:1.�� BUILDING \ / / V PROP.WATER CONNECTION
11 I��r FFE 822.45 / ♦ / / (SEE SHEET C-1.07 FOR CONTRACTOR TO COORDINATE WITH ALL EXISTING UTILITY COMPANIES PRIOR TO
\ • J \\ \'.1.Ir l / / / // UTILITY INFORMATION) AND DURING CONSTRUCTION FOR ANY EXISTING UTILITY MAIN OR SERVICE
_0.4CROSSINGS/CONFLICTS:
PROP.RELOCATED FIRE HYDRANT CONNECTION
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F �' il PROP.CONCRETE WASHOUT PIT // / //� - v0 (SEE SHEET C-1.07 FOR UTILITY INFORMATION) DOMINION ENERGY LINDSEY SHEALY
\ ,//// INSTALLED IN PHASE I(TYP) CONTACT: EMAIL [e-mail]
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► , \• I / / / J�// .•/ PROPOSED RELOCATED DUCT BANK PHONE:]04-351$666
\�l)�\\ Y PROP.STORM DRAINAGE / �. �� / /
A� e- (SEE SHEET C-1.07 FOR / • d i (SEE SHEET G1.08 FOR MORE INFORMATION) DUKE ENERGY CONTACT: MILTON THOMPSON
\ • d� \\ � MORE INFORMATION) i,/ + PHONEn7• 104-763-206MPSON®DUKE-ENERGV.COM
PROP.LOCKING GATE NI.
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56145014040000 (INSTALLED IN PHASE 1)
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BOO KANNAPOLIS OWNER ''0
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DB:16229-0218 V' i. {// i
E /-2.]O ACRES \C ��a3�< 1 ��\\ \ ® / / // iCv� e, * ^� / •_ . \,�O E
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t0 • PROP.TRANSFORMER •' •
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\ o \ AND SWITCHGEAR PADS / // O
► 1f` Zq/Z `� \ / , � 2 SITE PLAN SUBMITTAL 05.07.2024
\ Q 9� \• \\ //_ TREE PROTECTION FENCING 1 SITE PLAN SUBMITTAL 03.04.2024
\ '� / / 101 p r';y * s -�, I NUMBER ISSUED FOR DATE
\" �\ :/7" pPROP.SILT FENCING \ is \ J0 / / \'DINSTALLED IN PHASE I(TVP) �\• / // / � . / •, BUILT F0RM
\ // 9(\ / f/ / OO HARDWARE CLOTHS GRAVELARCHITECTURE Ch93icago,IL 60642 Chestnut I 520
C' \ / ' ' I 1.5%-2.00% I 1.5%-2.00% D
\, ---...„9.,......, 1 I SLOPE ACROSS EXISTING SIDEWALK
\ \ - - - X /:____ PLANTING STRIP
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/7 / NF -,,, �/ 1 INLET PROTECTION(TVP.)• / iY�O i/ J�y9 (DETAIL#6/G1.04) 2,00' F� VILENG NEERILANDSCAPE
a J {, �� `') cp, r•� 'C� / .% \EXISTING CURB AND GUTTER TO BE REMOVED g�0clLand Desi n
► V -2 �GP ��.� ��� �� / 9� �� ....-A NC3 ENGINEERING Graham Street,
LICENfSEteC�0658C 202
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�- I •iPROP STORM DRAINAGE SEE N.T.S. Speight,Marshall&Francis
DRAINAGHEET IN07 FORSTORM /!� e \ .f
\ �7 / �� / DRAINAGE INFORMATION) VA,23454 757.427.1 Parkway, 201,Virginia Beach,
C \ 'c• 7Q �/ �� � t0(o// ��" • C MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
a9n 1 B / / / C PROP.CONSTRUCTION FENCING Charlotte Mechanical Engineering,PLLC.
\ •' INSTALLED IN PHASE 1(TYP)
1u ��� 7c�P /+\�/ @P \ •� •/••• CITY OF KANNAPOLIS EROSION CONTROL LEGEND NC,28273 h 704.688.9320 Drive,Suite E,Charlotte,
m 56145072260000
• \ / * ® 1 0 CONSTRUCTION ENTRANCE L�1 /y POOL CONSULTANT
Y P DB:11615-0182 I\ \\\ `
�i G i \ ' ��� +/-7.II ACRES (DETAIL#2/C-1.04) Quality Design Pools
► / , i� • •/ PROP.SILT FENCE CONCRETE WASHOUT PIT ��QQjv v v AmhefSi
/ • ��-� (DETAIL#1/C-1.04 NH,03031 603.880.4888
i i V41111011; r i/ C INSTALLED IN PHASE 1(TYP.) )
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\ v G • DENUDED LIMITS �wo wo� PROJECT
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i , /4 PROP.TREE PROTECTION FENCING INSTALLED IN PHASE 1(TYP.) TEMPORARY SILT FENCING D D
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SILT BAG INLET a o
B \ / PROTECTION PROP.STORM DRAINAGE(SEE SILT BAG INLET PROTECTION E R
(DETAIL#7/C-1.04) \ PROPOSED TEMPORARY ROCK CHECK DAM(TYP.) SHEET C-1.07 FOR STORM (DETAIL#7/C-1.04) CLIENT
i•• NVE• - / , DRAINAGE INFORMATION) KB10 LLC
/ Ot-O\5 \ HARDWARE CLOTH 8 GRAVEL 0
/ 0)1,34t VP-� ,�/ PROP.STORM DRAINAGE HINLET PROTECTION(DETAIL#8/C-I.04)
0NESpQ PJ0\'\G /- / (SEE SHEET C-1.07 FOR NLEDT PROTECTWARE OION(TYP.)
DRAINAGE AREA ----
► \ ' /, v\s\PgQ // \ �� MORE INFORMATION) (DETAIL#6/C-1.04) SHEET TITLE
__ TEMPORARY SILT DITCH TD->
(DETAIL#3/C-1.04)
ry ROCK CHECK DAM(DETAIL#5/C-1.04)
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/ �� / / \ ► EROSION CONTROL PHASE II
\ '1 // / • / / CONSTRUCTION FENCING o 0
A T \ sq, / /M1 1� / \ --- EXISTING MINOR CONTOUR - 820 = A
\\'/I // �\ EXISTING MAJOR CONTOUR 820 6-
\ O \\\ �/ // .� �_�� \ PROPOSED MINOR CONTOUR 1"=20' PROJECT NO.
// , 0/,y\ // // / PROPOSED MAJOR CONTOUR r]r]_rl A
• a /� ® 100 40 LJ Y Y
1 DATE C-1 .03
���oo y / ��/ %// _ _ _ _ _ _ _ _ _ 05-07-2024
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