NCC214603_Site Plan or Location Map_20210908

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(CIX FINAL APPROVAL A Sheet List Table
CHARLOTTE_- PROJECT NUMBER. LD 1-00022 -
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ENGINEERING "a +' ,Cl SMOUNTAIN ISLAND DAY + heet Number Sheet Title
PCSO/ DETENTION/ DRAINAGE PLAN COOO COVER SHEET
ROSION CONTROL Jeff Bock
C001 GENERAL NOTES
C100 EXISTING CONDITIONS PLAN v
URBAN FORESTRY Vincent Condon PA e ,:t1d021 CC
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TREE ORDINANCE 05/12/2021 C1 01 DEMOLITION PLAN cc
Kevin Parke, ` _r 6 COMMUNIT1( CHARTER SCHOOL C200 OVERALL SITE LAYOUT z Z
DOT 05/10/2021 6r 0- de WESTN O
NOTE: THIS PLAN APPROVAL DOES NOT C201 SITE LAYOUT - FIELD AND STUDENT PARKING AREAS > Cl-
INCLUDE CHARLOTTE WATER. FOR MORE g w W 0
0INFORMATION, PLEASE CALL 704-336-5499 'S I T E °` W D
OR VISIThttp://charlottewater.org PHASE 2C300 OVERALL GRADING AND DRAINAGE PLAN
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NOTE: THIS PLAN APPROVAL DOES NOT , . C301 GRADING PLAN - BASEBALL FIELD AREA J a
INCLUDE COMMERCIAL ZONING. ALL BUILDING Q
PERMITS AND ZONING APPROVALS CAN BEco
OBTAINED AT MECKLENBURG COUNTY CODE i C302 GRADING PLAN - FOOTBALL FIELD AND STUDENT PARKING AREA 1- m W
ENFORCEMENT. PLEASE CALL CTAC AT /% 2 w
704 314 CODE(2633) FOR MORE INFORMATION. D' , 'Mc. • * C303 STORM DRAINAGE PROFILES co o G
NOTE: SCHEDULE PRE-CONSTRUCTION MEETING • M
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AT LEAST 48HRS. PRIOR TO ANY LAND � 1209 LITTLE ROCK ROAD C304 BMP DETAILS ,_ co
DISTURBING AClIV=TY USING THE ONLINE r Li O Q
FORM FOUND ATlhttp://charlottenc.gov/Id 0
C305 PAW CREEK FLOODPLAIN CROSS-SECTIONS
MECKLENBURG COUNTY W o ,c,
4-,., . , = C600 PAW CREEK ROAD - RIGHT OF WAY IMPROVEMENTS I- N N
# grr CHARLOTTE , NORTH CAROLI NA C601 PAW CREEK ROAD - TRAFFIC MANAGEMENT DETAILS o 0
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*'aC1u*_+tC C602 PAW CREEK ROAD RIGHT OF WAY IMPROVEMENTS - CROSS SECTIONS Z - ---
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0 PHASE 1 ACCELA RECORD
NUMBER LDXR-2021-00002 C603 PAW CREEK ROAD RIGHT OF WAY IMPROVEMENTS - CROSS SECTIONS
C 4.44******64 ...,„,,,,r�d C604 PAW CREEK ROAD RIGHT OF WAY IMPROVEMENTS - CROSS SECTIONS 6 ti
MAY 2021 C605 PAW CREEK ROAD RIGHT OF WAY IMPROVEMENTS - CROSS SECTIONS
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rWzk. rkd C606 PAW CREEK ROAD RIGHT OF WAY IMPROVEMENTS - CROSS SECTIONS .,p 0
'° �` .1 ,� v C607 PAW CREEK ROAD RIGHT OF WAY IMPROVEMENTS - CROSS-SECTIONS CI ' N
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REFERENCE: VICINITY MAP ` Y� �: � , = `, s i ., ,, F �, C800 SITE DETAILS co
ROAD, BASE IMAGE FROM AUTODESK GEOMAP UTILITY + as ' -+ _ •+� ...• t•4
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BING IMAGERY DATED 2019. ,r r A •; - k ....� < °''� i•. CO
SCALE IN FEET ' ff . ° ' ' z " ' C801 SITE DETAILS g 0 N
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A . y C802 SITE DETAILS %61 (...) o rn F
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OWNER/TEAM INFORMATION - k.. -i , - a ' . . '' W• ,;': . C804 GRADING & STORMWATER DETAILS 1 �" N co
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OWNER /OPERATOR SURVEYOR ; t r ,} 1 a,,,
,; , : , i �° C805 MISCELLANEOUS DETAILS IQ
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� '9 ' <�K r • 0 ram+ NMOUNTAIN ISLAND DAY COMMUNITY CHARTER SCHOOL BOHLER ENGINEERING NC, LLC. 4.17 ACY AVENUE " , • �' x: j �'" ti •E12os LITTLE ROCK ROAD 1927 S TYRON STREET ST. 310 TR � c Y _ _ ` ; C901 EROSION & SEDIMENTATION CONTROL PLAN PHASE 2F. w ( )
l O C)CHARLOTTE, NC 28214 CHARLOTTE, NC 28203 �+ 1k �� v .* } '. t .:I t. 4' # 44i 3 0-
. ` '� ``� ��r ` ` ' `� E C902 EROSION & SEDIMENTATION CONTROL PLAN (PHASE 2) 0 c r
PH: (704) 391-5516 PH: [phone] - t ,. +;'•CONTACT: TAMMY WINSTEAD FX: [phone] A` �� t"'P '�"`'%. j +• ,` w U
4 ` � : a "''fir`' ,,'t- ' ,T 4� .` .-. ..•\.. ' ,,� `" '`$ C903 EROSION & SEDIMENTATION CONTROL DETAILS oEMAIL: TWINSTEADOEARLYBEGINNINGSCDC.COM CONTACT: CARY WATTS, PLS �. '� E� ; . s; ,I ,/ 1.1b y ,r v�.�w. ' r' t ' ' , , .ii '�i 'h. , , A, ,.l ✓,.{� 'l 2
,:J,`K' [, •~ ' 1 << r .'''� -- . ; 1> .. '.f•.j•,... iiir
y ` _ , ,f^,'-`� A�IQI''Y- _ ;'.'. C904 EROSION & SEDIMENTATION CONTROL DETAILS �I a_
N c� s' C905 EROSION & SEDIMENTATION CONTROL DETAILS •miN.
CIVIL ENGINEER �, a .�. Oh (` P�� "t :�' , �: y� �. r 47 IV ' o�
PEP , ,, ' . '' , `-r ,- ` ' C906 EROSION & SEDIMENTATION CONTROL DETAILS
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. F* 1iti I � � t � •'-,"r v-, ti .,.�.• yr '' r r J
1900 CENTER PARK DRIVE STE. A A 1, -, ,�►:a it .•r r ,i e. ,,,,.,' - ' _ '` 4,A C907 EROSION & SEDIMENTATION CONTROL DETAILS
CHARLOTTE, NC 28217et,,
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PH: (864) 626-3140 (OFFICE) ' ~ ,�`. T
, `. ` . 4 :' '' ,� " r , 4 . .., .� ; ` L100 LANDSCAPE PRESERVATION PLAN
CONTACTS: GEORGE GENERO, PE (• +{ •s '� ti a.�s fir. � �+ EG�. 3 ,� c.r. ,:i..A' W
. ,-^ .4•, i,� . A ,�' ! .r . ,1,,, � Y� �'- , . ,,) ''�` ' �. 7' L101 LANDSCAPE PLAN CO
EMAIL: GGENERO`.CECINC.COM i cif .' ti `t:(t:i' '''':;4t+� .-0 ;.°-.!',a '�4. _ AP -
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UTILITY COMPANIESOrastti,4 r "kk_ 0 a i •
'1 ,ae. .,*..� ;-, ' '' .r '�\ `'v SITE DATA: # OF STUDENTS (ADDITION) 720 Cl.
` " - • < "• # OF STUDENTS (TOTAL SITE) 936
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r+ ��` ' '`' ,,, .(4,-. %; �� a; j 0 C A T I 0 \ \ .y i< SITE AREA 23.0 AC (TOTAL) SCHOOL TYPE CHARTER SCHOOL >m J i
SANITARY SEWER/WATER SERVICE ELECTRIC SERVICE f'- } � ; .• ,.i °, C,, t. ZONING R-3 GRADE LEVELS K-12 Q
'' ••' It w =:• - ' ;1 r ', _- 4_�,,. ,r - P r' EXISTING LAND USE SCHOOL HOURS OF OPERATION 7 A.M. TO 5 P.M. Q O O 46 '-rf '' ,_.- I' +,,: • ,•t ,-r _ ^ '' , , r l PROPOSED LAND USE SCHOOL PROGRAM TYPE TRADITIONAL 0
THE CITY OF CHARLOTTE WATER & SEWER DUKE POWER ADDRESS 1209 LITTLE ROCK ROAD O U
ENGINEERING AND CUSTOMER SERVICE P.O. BOX 70516 PARCEL NUMBERS 05920108; 0 Z
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5100 BROOKSHIRE BLVD CHARLOTTTE, NC 28272-0516 REFERENCE: AERIAL PHOTOGRAPH, BASE IMAGE ACQUIRED AERIAL MAP 05920113; BUILDING USES: Z 0
CHARLOTTE, NC 28216 PH: (800) 777-9898 FROM GOOGLE EARTH PRO 05920105;
PH: (704)-399-2221 IMAGERY DATED: APRIL 2018 SCALE: 1 =300 05920106; EXISTING MAIN BUILDING cr) R LV
SCALE IN FEET SETBACKS 8 CLASSROOMS rho O I-
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RIGHT OF WAY VARIABLE WIDTH 10 OFFICES U) lamCC I-
FRONT SETBACK 30' 1 MULTIPURPOSE ROOM - W
0 300 600 SIDE YARD SETBACK 20' LOBBY O
NATURAL GAS BUILT UPON AREA: DANCE STUDIO Z J .1PIEDMONT NATURAL GAS PROPOSED BUA: 3.98 ACRES
4720 PIEDMONT ROW DRIVE EXISTING BUA TO REMAIN: 1.23 ACRES BICYCLE PARKING EXISTING ACTIVITY BUILDING ICE ICEI- Q
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CHARLOTTE, NC 28210 PARCEL BOUNDARY: 23.0 ACRES -1 SPACE PER CLASSROOM REQUIRED - 51
PH: [phone] -51 TOTAL CLASSROOMS PROVIDED - 52 FIRST FLOOR: 8 CLASSROOMS I- 2 ~ I
2 OFFICES Z V J
3.98%BUA = 18% ACRES/(23.0 ACRES - 1.23 ACRES)
%BUA = 18% CITY OF CHARLOTTE NOTES: CAR PARKING LOBBY
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-1 SPACE PER CLASSROOM 1 MULTIPURPOSE ROOM 0 Ch
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1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. -.75 SPACE PER 5 H.S. STUDENTS
2. ALL ROAD IMPROVEMENTS AT PAW CREEK ROAD ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. -51 TOTAL CLASSROOMS REQUIRED - 95 SECOND FLOOR: ELEMENTARY/PRACTICE GYMNASIUM Z INC
PCCO SUMMARY 3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY) -290 TOTAL H.S STUDENTS PROVIDED - 150 1 CLASSROOM C
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 1 OFFICE
5. DIRECT VEHICULAR ACCESS TO FROM LOTS 5920108 AND 5920113 IS PROHIBITED. 2 TEAM MEETING ROOMS
ORIGINAL PARCEL ID NUMBERS 5920108, 5920113, 5920105, 5920106 6. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE HANDICAP SPACES REQUIRED - 5 2 LOCKER ROOMS
ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM PROVIDED - 7 3 STORAGE ROOMS
k DEVELOPMENT TYPE COMMERCIAL THE AFFECTED PROPERTY OWNERS.
,, 8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. SCHOOL QUEUE LENGTH REQUIRED - 3,181' THIRD FLOOR: STORAGE AREA G
SUBJECT TO PCCO? Y 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. PROVIDED - 3,200' 0
0 10. CURB AND GUTTER SHOWN ON PLANS ALONG PAW CREEK ROAD AND LITTLE ROCK ROAD MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM PHASE 1 BUILDING ' `
N WATERSHED WESTERN CATAWBA DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. V
11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS
SOIL TYPES ENON SANDY LOAM
h MONOCAN SANDY LOAM FIRST FLOOR: 18 CLASSROOMS
DISTURBED AREA (AC) 10.0 WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. 4 OFFICES Cl) -, co (g
a 12. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR 1 NURSE ROOM CC N p a
i SITE AREA (AC) 23.0 PRPRIOR-TO ANY
Y.BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET COORDINATES 35'15'45" N; 80'56'21" W ENTRY LOBBY (NEW SCHOOL ENTRANCE) 2 2 N 0w TOTAL ON-SITE DRAINAGE AREA (AC) 23.0 13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM SWIM PAW CREEK WATERSHED MULTIPURPOSE / GYMNASIUM FACILITY M
ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
E W CATAWBA PC DIST.
EXISTING BUILT UPON AREA (SF) 61,078 14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECOND FLOOR: 16 CLASSROOMS
E SECTION 7.200.8. PLANNING OVERLAY WATERSHED LOWER LAKE WYLIE 3 OFFICES
i 15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF
EXISTING BUA TO BE REMOVED (SF) 7,500 1 CONFERENCE ROOM
-11 CHARLOTTE AND MECKLENBURG COUNTY. 1 TEACHER ROOM
EXISTING BUA TO REMAIN (SF) 53,578 16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT #'S 5920108 AND 5920113 SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT CONSTRUCTION SEQUENCE 1 STORAGE BREAKROOMS
FINISHED GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS.)
PROPOSED NEW BUA (SF) 173,369 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. 1. OBTAIN GRADING/ EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. m 18. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE 2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY
o PROPOSED % BUA 18% (SEE FORMULA ABOVE) CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTYSUBDIVISION ORDINANCE. ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURES TO SCHEDULE CONFERENCE 48 CLASSROOMS SUMMARY: W m o
19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL. HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS W z
0 20. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED. EXISTING BUILDINGS 17
a DENSITY HIGH/LO HIGH SUBJECT TO FINE. CONTACT JEFF BOCK AT 704-560-9798 OR JBOCKOCHARLOTTENC.GOV w
( W) 21. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION 3. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION, AND SILT FENCE, CLEARING ONLY AS NECESSARY TO INSTALL PROPOSED BUILDING 34 Cl) o v
a PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. THESE DEVICES. TOTAL CLASSROOMS 51
TOTAL POST-PROJECT BUA FOR SITE 5.21 ACRES 22. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST o Z
0 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND c�
CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. W o 0
DEVELOPMENT OR REDEVLOPMENT REDEVELOPMENT CLEARING AND GRUBBING MAY BEGIN. c�
0 23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION
0 5. INSTALL SKIMMER BASIN 1. � 2
o EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST O a y
o NATURAL AREA REQUIRED (AC) 3.66 6. INSTALL DIVERSION DITCHES AND STORM SYSTEM UTILIZED FOR DIVERSIONS PER PHASED PLANS.
CAUSED BY THE CONTRACTOR/DEVELOPER. N
n 7. INSTALL EMBANKMENT MATTING, AND INLET PROTECTION AS CONSTRUCTION PROGRESSES. U
24. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE Q
NATURAL AREA PROVIDED (AC) 4.95 DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM 8. REGRADE AND INSTALL SKIMMER BASIN 2.
25. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF 9• THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
UNDISTURBED TREED NATURAL AREA PRESERVED 152,209 SF 10. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR
o TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone]. TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
TOTAL STREAM BUFFER PROTECTED ON SITE 183,955 SF 26. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO �ttilalli/i/,�
7---); MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR 1 1. STABILIZE AS AREAS ARE BROUGHT TO FINISHED GRADE. `\d `�, CAA? /,
PUBLIC USE WITHIN 30 DAYS OF REMOVAL. 12. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE. % AS ••• (Q ir m
TRANSIT STATION AREA (Y/N) N 27. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS 13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.0 EROSION AND SEDIMENT v��q", E&' ".'•(.r' ��� tj Oz o
o FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL -, 1 ,, � ,:• v v w
DISTRESSED BUSINESS DISTRICT (Y/N) N q w w w
o WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. CONTRACTOR SHALL ENSURE COMPLIANCE i I
BEGINNING OF WORK AT [phone]. WITH WORK AREA TRAFFIC CONTROL HANDBOOK ` ��^ 4w O o a
v MITIGATION TYPE N/A ®► ¢ cc a
28. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS 6a Q / NORTH CAROLINA ` �0 ao <
v REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE
m NATURAL AREA MITIGATION (Y/N) N NOTE: PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR BOARD OF EXAMINERS Irtik . "' DRAWING NO.:
orn REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL � �+�4 ��►BUFFER MITIGATION (Y/N) Y CONTACT CDOT AT [phone]. SHALL EXPOSE AND VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL FOR ENGINEERS AND BEFORE YOU CIGI f 'p "��q,..
29. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT [phone]. EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, AND SANITARY CALL 1-800-632-4949 a A et'�t C000
N TOTAL PHOSPHORUS MITIGATION (Y/N) Y 30. COORDINATE WITH NCDOT FOR ALL ROAD IMPROVEMENTS WITHIN RIGHT OF WAY THESEWER.
R. ANY CONFLICTS
ICTS SHALL
ALS•BE REPORTED, IMMEDIATELY, TO THE ENGINEER AND SURVEYORS LICENSE N.C. ONE-CALL CENTER fil m6 j /L/
NO. C-3035 IT'S THE LAWI . !

8 6 5 3 2
FINAL APPROVAL
PROJECT NUMBER: LOX-2O21-0002i
CHARLOTTE_ / / 1 0� vV A A \\ \ 1 \\\V�\ I ` \ •• �� AI j
A. I )
ENGit ERING
PCSO / DETEN ON / DRAINAGE PUP
FROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
�fTG
NOTE: THIS PLAN APPROVAL DOES NOT
INCLUDE CHARLOTTE WATER. FOR MORE 'RO
INFORMATION, PLEASE CALL�701E
,f&W&9 UT/L/
OR VISIT http://charlottewater.org
NOTE- THIS PLAN APPRO\%%CCD
INCLUDE COMMERCIAL ZONING. ALI;M#_C R,
PERMITS AND ZONING APPROVALS CAN BE
OBTAINED AT MECKLENBURG COOkO%OMESTOR
ENFORCEMENT. PLEASE CALL CT C
704-314-CODE(2633) FOR MOR i TdIP.R
NOTE: SCHEDULE PRE-CONSTRU&fAZfiWEW
AT LEAST 48 HRS. PRIOR TO ANY LA
DISTURBING ACTIVITY USING THE O IqE GAS
FORM FOUND AT http://charlottenc.cWyA4 WATE
FI
PHASE 1 ACCELA RECORD
Jeff Bock02
05/12/2021 NUMBER LDXR-2021-000\ / I \- 5 � \
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Kevin Parker I / \( / I l / // / EXCAVATED OUTSIDE LIMIT OF\\\ \ \\� Y))\�� �...-...-.. `...\`�.•• \\\ `\\�\ `� 0
DISTURBANCE (APPROX. 60 LF ( \ \
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V // / / I V 135 LF-6" PVC SKIMMER .. � J (\V A\\I'll '\ - `��`� ��� -_ =_;� _ J� •• \V vV\ V (\ A W
CONNECTION ® 0.5% co m
EASEMENT
OF WAY LINE - / / C IE IN :644.75 Q ` - f \\ \ \ \ o U)
/ \ SPILLWAY -�_ A \ \\ \ \
/ / IE(OUT):644.05 I �\\ - �_��\\\V AA \ a
// 7 I \ \ - INV ELEV: 647.25 \\\�_-_--� ..._... _�� \\ \\ \ \ J o
EAD L/NE / / / v_ a
/ 1 I WIDTH: 13'\ \ \\
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