NCC202608_NOT Closeout Documents_20230816

; -047111FM-;
CITY OF CHARLOTTE MECKLENBURG � ,��O COUNTY NORTH CAROLINA .�
3
CURVE TABLE LANDSCAPING COMPLIANCE PLAN m
CURVE DELTA RADIUS ARC CH.BEARING CH. DIST. G PCl 345814" 756.20' 481.55' S0038'56"W 454.42' FOR
' u x
C2 60'32'21" 990.00' 1046.04' N84'13'53"W 998.06' I. O
E
34'26'05" 924.94' `bComm SOLECTRON DRI E 10'01'56" 884.93' . '40'41'30" 846.20' 458.93' S77'03'16"E 449.35'
C6 14'55'49" 786.20' 204.87' S89'56'07"E 204.29' • V
, ' G
C7 79'41'16" 62.51' 86.94' N5T28'08"E 80.10'
MAY 4, 2020CCM FINAL APPROVAL ���I44. I�� ��
CHARLOTTE_ PROJECT NUMBER: LDC-2020-00062
LOCATION MAP
Not To Scale e
e
PCSO SUMMARY ENGINEERING
Original Parcel ID Number(s): 04711203 8 04711204 ?< t "' oa=.. APPROVED
Development Type: Commercial =;4n�r W` rt. ' _:e PCSO/DETENTION/DRAINAGE PLAN
Subject to PCSO?Y/N •Y '^: ' "Fr�'.�x t
If NO,why? " �' . EROSION CONTROL APPROVED
Watershed: Yadkin - '
-
Disturbed Area(ac): 4.00 `.. RI1 ,rINAL PLAT TRACTS 1-3 —
SRe Area(aG): 50.98 �'NO AND COMMON OPEN SPADE URBAN FORESTRY APPROVED as noted
Existing Butt-upon-area(SF): 1039891 - �i0 C c"��/ OF
IBM
z PROPERTY Sheet Index
Existing BUAto be removed(SF): 54311 *`�,h 1�h�''� L0. 1 TREE ORDINANCE By scarmstrong at 5:02 0Ihh,Qa4'28,2020,
Existing BUAto remain(SF): 985580 'A N ht — Sheet Number Sheet Title
Proposed New BUA(SF): '54311 AV AUTJMN PARK OWNER LLC
Proposed%BUA: 46.8% COOT C1. Cover rd Sheet
;Comm SOLECTRON OWNER, LPG DB 27814, P.943
3.086 AC. (DEED) ZONING: R-12MF(CD) C1.1 Standard Notes and Abbreviations
Density(High/Low) High D.B. 34020, P.880 C2.0 Existing Conditions and Demolition Plan
Total Post-Project BUA for site: 1039891 - ..PN:oa7331 oa
saom soLECTRON owNER, LP ZONING: 33104 Ng3st'1 51►5t- �- NOTE:THIS PLAN APPROVAL DOES NOT C2.1 Existing Conditions one Demolition Plan
Development or Redevelopment? Redevelopment / 3.039 AQ.(OEED) — I INCLUDE CHARLOTTE WATER. FOR MORE C3.0 Eroelon&Sediment Control Plan
NNatural Area atural Area provided,total(ac: 9.12 D.B.
PN34020,
o 733105 9 t Q fl INFORMATION,PLEASE CALL 704-336-5499 C3.1 Erosion &Sediment Control Plan
❑ \ OR VISIT http://charlottewatecorg
-/' ZONING:INST(CD) /A C7 C3.2 Erosion &Sediment Control Details
Undisturbed Treed Natural Area Preserved(ac): 9.12 \ --- ---_ �• \ • NOTE:THIS PLAN APPROVAL DOES NOT C4.1 Grading,Landscape&Site Plan
Total stream buffer protected on-site(ac): •3.6 of '' -�""'-{'+- *' R33106 TO:. - INCLUDE COMMERCIAL ZONING. ALL BUILDING
\\\ R/W�., ZONING RE-1(CD) ',,." ❑ \\ \� C4.0 Grading,Landscape&Sits Plan
Transit Station Area?YIN N \ t i. ^' l'- \ .p f 0 ❑ ❑ `,�1 PERMITS AND ZONING APPROVALS CAN BE / C4.3 Fire Truck Routing& Natural Area
Distressed Business District?YIN N sob ROBINSON ' Q ❑ •\ 5. OBTAINED AT MECKLENBURG COUNTY CODE /
D 33529, P 269 i i�\ A , / C9.0 Site Details
fvitigation Type(if applicable) N/A ZONING R-3 1 (a, A m.� ❑ ❑ ❑ ENFORCEMENT. PLEASE CALL CTAC AT f.
Natural Area mitigation?Y/N N x, 1 tAV �. ❑ ,VL,-� 704-314-CODE(263 3)FOR MORE INFORMATION.
Buffer MRigabon?Y/N N : i HOLDINGS,RHINO
'L��A ❑ A
r\ Comm SOLECTRON OWNER,L.P. ❑ 0 \�L s> NOTE: SCHEDULE PRE-CONSTRUCTION MEETING , ♦'` SITE DATA
Total Phosphorous Mtigation?Y/N N 2.2o Ac (DEED) iao2 \ 6.282 AC. (DEED) \\
❑ r'4m'
\: �' to B. 3224s P. 66e C`'\ a O .\ es ° AT LEAST 48 HRS. PRIOR TO ANY LAND C
FATOUMATA BAH AND I A O.B. 34821,P. 284 >S• �' Project Name: BBOO Solectron Landscaping Compliance
MAMADOU-K.DIALLO ZONING R-3 G� PN:04733107 ` 1 � be p g p
d'A \ \ 0 DISTURBING ACTIVITY USING THE ONLINE Y+ Existing Site Use: Industrial .1
PCSO NOTE D25 7z60 9,(DEE2)11 `• .?r ZONING: RE-1(CD) \ 0 ❑ v 5 FORM FOUND AT http://charlottenc.gov/Id : Project Address:Site Use:
Commercial(oOfficce)
ZONING: R 3 ANDREW COLTEN HURD n\ \ \ ❑ Parcel Acreage: 50.96 AC. U
*Proposed improvements reduce the on-site built-upon area by 54,311 S.F. Per 2.54 AC. (DEED) ' \ \ \ 1'a+'r'I"- E 23461' C6* i l '- Parcel ID Number(s): 04711203&04711204 y
Session Law 2018-145(G.S. 143-214.7(63),no stormwater controls are required. j D.B.32354, P. 497 .\1 951 t '\ N82.35'S5� J` a
ZONING: R 3 . b44 75 ... \ „ _ f Site Zoning Existing: RE-2(Research District) 7Q,'
••Future Development(By Separate Plan)shall not exceed 54,311 S.F.of new �,:,_ -_ \Ng842 43E �,�.••� T ..l
O
c. built-upon area. Any excess of the 54,311 S.F.shall be subject to the PCSO I -... r" .--- BM#3 T - I Building Setbacks: z
o stormwater requirements. -.. .I.: — / f• I Front Setback: 150'from R P'w .n.
TRACTS 1 AND 2 I Side Setback: 50' Z Z F,
• _ D.B.33951,P.OWNER,
TRACTS 1 AND 2 ' WESTCORE LCHARLOTTE,LI,C �� Rear Setback: 50' O d W
o -„ f5s2 AC. DEED I PN: 04711204 Building Footprint Size: t408,350 SF U, 0 W
TONY A.WOODWARD
'` D B 22127(P.987 fi800 SOLECTRON OWNER,L.P.
'*+, ZONING: R 3 I \ - I C7 a Ax/
ZONING: RE-2 ,�.,C
1
ADDRESS:Comm SOLECTRON DRI WES7CORE CHARLOTTE Li.,
L � Building Elevation: t34.5' O O
t I PN:04711203 LOT 1 , \
PF ---- ZONING: RE-2 j 1 Par 9( q ed Min.:t kin Office): p, r,
Required '.: 1 Space/300 SF of Grose Floor Area z V v
NNI <R C1RCL4. i 1 Z, W I 1 Space
/300)•1 =Gross
Spaces i""i
m w � 1362•76R-1021 Space.* w 0 N(1:
B1 1(1 Paca• pd.�' a
j611 1 LINDA F-BLANCHARD Required ADA: 2%of Provided Et V U
BENCH MARKS r. 095 4 (DEED) o_
1087•0.02=22 p"� CA
',D B.26043 P. 286 / d E.0 L�
m Horizontal:NAD83 • 1 , ZONING: R-3 - 9 Provided: 1085 Standard Spaces 0 7-y O
I
N" m( I' BMN2 / q5 \ 92 ADA Spaces O
y
�, m /� /�� iiy Total: 1087 Spaces• 00
a Chiseled"X"on the west bolt of a fire hydrant located " ',�` " O C' O ,Z%V h- i / �' 'v •Allowable 25%parking reduction per section 12.202(2)of the U NQ
Vertical:NAVD 1966 n
I,i Sly O'ffl
approximately 65 feet northeast of the northeast corner of the �' Sir rn / Charlotte Code w
BM#1 building and approximately 13 feet from the back of curb of "°*� 4, y' AO iMACIIINES NAL BUSINESS \ C.
a Northing:572916 ""„� x *L; x \`, I ��tV�`�A/'—, \.' C2 / 0. MADkIZON25 CORPORATION , �h ?I
Solectron Drive,between the entrance drive to the parkinglot t S- P. 156 M
o
the entrance drive to the loadingdock. �,.' -
9 ^", �� ` INTERNATIONAL BUSINESS.' c;99 I t FEMA NOTE
N Eaeting: 1468516 ` I \ MACHINES CORPORATION /STD \j According to the Federal Emergency Management Agency's Flood Insurance
- INTERNATIONAL BUSINESS 37 175.AC. (DEED) Rate Map No.3710456700K(dated November 15,2018 the subject tract
N Elev.:749.35 ' �• I '' /5�p6 MACHINES CORPORATION D.B.3232, P.71 / (areas determined to be outside of the
\`", i 5 9g1 25.238ZON2NG: R-497 G R 4 1t I�CITERNATILNAL BUSINESS shown hereon lies within Zone X are ) I
' Chiseled"%"on the east bolt of a fire hydrant located ._ /' -- D.B. 5 5, (DEED) \ ZONING M'P,4H975S CO(D.RA10f •:�,
in y N>I 22' INTERNATIONAL BUSINESS
oBN 11 0.27.annual chance floodplain).
a BM 2 southwest the building.the second entrance east hot th lding, V, r 1 9\� \ g.063 NO. (DEED) D L 3?32, J.e^ �"'
`i S> _ NINc R-ap
in o curb a 8 1b gpI
v •
Northing:s72zfis ;�, SOILS NOTE x
c 9 ` MACHINES COR \
mg• tl�,� y1 MD BR S77775D(DEED) DB 7232, P NING R-485 According to a map provided by the Natural Resources Conservation ¢
Easting: 1487895 Y ,\*Y 73.028 AC. (DEED) Service dated March 12,2020. The predominate soils on the site are S
m . 1 ` A" ... Cecil sandy clay loam(CeB2),2 to 8 percent elopes,moderately eroded, g a
N Else.: 742.65 ^1�` U ZONING: R 3 i d
` ` and Wilkes a ( ) t t slopes,moderately eroded Cecil sandy clay loam(Ce02),8 to 15 percent
I s loam WkB,4 o 8 percent elopes.
x
T ) 011 i6
3 Chiseled"X"on the east bolt of a fire hydrant located ;
i approximately 260 feet east of the northwest corner of the building,
BM�3 approximately 115 feet west of the lower level entrance on the SURVEY NOTE
u KAI
north side of the building,and approximately 110 feet southwest of .the southwesterly corner of the north parking lot.
Existing Topographic Information shown is based upon a field survey
Northing: 572836 ' - ' performed by EMH&T March,2020,supplemental GIS data has been used
beyond the noted Field Run Topo Limits. DATE.
Eaeting: 1467843
INDEX MAP
Elev.:750.15 Scale:1"=200' May 4,2020
3
e 8
8I1 SCALE
0
As Noted
-^w'11„ i ,- ARCHITECT OWNER/DEVELOPER ENGINEER SURVEY
REn11NF DESIGN GROUP SHORFNSTEIN PROPERTIES LLC FMH&T EMbi&I
below.II Contact:Graham Rabon,AIA Contact:Todd Sklar Contact: Greg Emery,PE Contact:Edward J. Miller,PLS 1 JOB NO.
Know what's 023 W Morehead Street,Suite 220 235 Montgomery Street, 16th Fl. 301 McCullough Drive,Suite 109 301 McCullough Drive,Suite 109 nnlmrrr,r OA P
Charlotte,NC 28208 San Francisco,CA 94104 Charlotte,NC 28262 Charlotte,NC 28262 r,,� �"c`p,(v!„ 0(�0 2019-1335
u' Call before you dig. Tel:[phone] Tel:[phone] Tel:[phone] Tel:[phone] GRAPHIC SCALE �CAROZ '''., s tY...' S/0'%�'/' '
Fax: [phone] tsklarOshorenstein.com Fax:[phone] Fax:[phone] .�`�''' ,'••,4-�� :.b ,
Ne+7l CNwI:....One-Call Center,Inc EVANS _ .1
grabonOredlinadg.com gemery0emht.cam emillerOemht.com 11 IW 2ss 4U0 I MECHWART £ = � Sff
2 Call 1-800-632-4949 before you dig: It's the law! §':HAMBtETON&'1jA_ B4,3 : _ SHEET
TILTON,INC. .Z1; l.4.7
n i
"� „�;No.F-1016 i -
By law,everyone MUST contact the North Carolina One-Call Center,1-800-832-4949,at least 48 hours but 1 inch=200 feet '. '•. °n('<./1 lf.: c4,\�0` Ciro
c ........... ,�.wNY.....E.
0.1 no more than 10 working days(excluding weekends and legal holidays)before beginning ANY digging project. ���'.q ' � ,,,, 1Y IM1.0\\
neap``

GENERAL NOTES ABBREVIATIONS HP HIGH POINT R RADIUS
2. THE CONTRACTOR SHALL CAUSE NOTICE TO BE GIVEN TO NORTH CAROLINA ONE CALL CENTER(811).3-WORKING 3. ALL EXISTING UTIUTY LOCATIONS SHOULD BE REVIEWED TO ASSESS THEIR IMPACT ON THE PROPOSED CONDITION HPS HIGH PRESSURE SODIUM RD. ROAD
1. IN PERFORMING THE WORK,UNDER THIS CONTRACT,THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTOR BY CALLING 811,OR 1-800-632-4949.3-WORKING AND RELOCATED/GROUTED IN-PLACE AS APPROPRIATE. HVAC HEATING,VENTILATION AND RCP REINFORCED CONCRETE PIPE
ALL FEDERAL,STATE,AND LOCAL STATUTES,ORDINANCES AND DIRECTIVES WITH RESPECT TO THE ELIMINATOR OF DAYS NOTICE SHALL ALSO BE GIVEN TO OWNERS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WHO ARE AC ACRE AIR CONDITIONING
EXCESSIVE NOISE AND POLLUTION OF AIR AND WATER DUE TO CONSTRUCTION EQUIPMENT AND OTHER NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE. ADA AMERICANS W/DISABILITIES HW HEADWALL
4. IF WEAK ZONES ARE PRESENT IN THESE AREAS,THE MATERIALS CONTAINED IN THESE ZONES SHOULD BE ATG ADJUST TO GRADE
OPERATIONS. ATTENTION SHALL BE GIVEN TO REDUCE THE NOISE OF HEAVY CONSTRUCTION EQUIPMENT AND TO HWY HIGHWAY S SOUTH
3. ALL EXISTING UTILITIES SHALL REMAIN IN CONTINUOUS OPERATION DURING THE EXECUTOR OF THE WORK. THESE STABILIZED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. AVE AVENUE
THESITE,CONTROL OF DUST,SMOKE AND FUMES FROMD CONSTRUCTIONTRUCOPERATION
EQUIPMENT AND OTHER ADJACENT
OPERATIONS ON THE SET. SANITARY SEWER
WORK AND THE DIRT AND NOISE CREATED BY HEAVY TRUCK OPERATOR AREAS AND ADJAC EXISTING UTILITIES MAY INCLUDE,BUT ARE NOT LIMITED TO WATER,SEWER,COMMUNICATORS,POWER,AND GAS LINES.THE SE SOUTHEAST
PAVED AREAS.THESE AREAS SHALL BE KEPT FREE FROM DEBRIS AT ALL TIMES.THE DISCHARGE OF OILY, CONTRACTOR SHALL CONTACT THE OWNERS OF ALL UTILITIES PRIOR TO THE START OF THE WORK SO THAT THE BC BACK LOFO CURB ITV. INVERT SERV. SERVICE
GREASY OR CHEMICAL WASTES INTO WATERWAYS AND TRIBUTARY SEWER WILL NOT BE PERMITTED. OWNERS MAY LOCATE AND STAKE THEIR UTILITIES.THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S DEWATERING BFP BACKFLOW PREVENTER IWS. IRRIGATION WATER SERVICE SF SQUARE FOOT
REPRESENTATIVE,IN WRITING,3 DAYS PRIOR TO UTIUTY OWNER LOCATING THE UTILITY. BLVD. BOULEVARD SSMH SANITARY SEWER
2. THE REQUIREMENTS OF CHARLOTTE,NORTH CAROLINA TOGETHER WITH THE FOLLOWING SPECIFICATIONS INCLUDING 1. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL DEWATERING OPERATIONS PER THE RECOMMENDATIONS SET BM BENCH MARK MANHOLE
ALL SUPPLEMENTS THERETO,IN FORCE ON THE DATE OF CONTRACT,SHALL GOVERN ALL MATERIAL AND 4. ALL UTILITIES TO BE ABANDONED SHALL BE APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO FORTH IN THE GEOTECHNICAL REPORT AND AS REQUIRED TO ACCOMPLISH THE PROPOSED CONSTRUCTION B-B BACK TO BACK JR JUNCTION BOX ST. STREET
WORKMANSHIP INVOLVED IN THE IMPROVEMENTS SHOWN ON THESE PLANS EXCEPT AS SUCH SPECIFICATIONS ARE ABANDONING.ALL ABANDONED PIPE OR CONDUIT ARE TO BE SEALED WITH A GROUT PLUG,MINIMUM 1 FOOT OPERATIONS. CB STORM SEWER CATCH BASIN STM. STORM SEWER
MODIFIED BY THE CONSTRUCTION DETAILS SET FORTH ON THE PLANS,NOTES,OR CONTRACT DOCUMENTS. THICK.THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT. SW SOUTHWEST ,n
REFERENCED SPECIFICATIONS CONSIDERED PART OF THIS PLAN: CI STORM SEWER CURB INLET LBS. POUNDS SWCB SINGLE WIDTH CATCH
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PLACE AND MAINTAIN THE NECESSARY SEDIMENT CONTROL CIPP CURED IN PLACE PIPE 'Z
5. ALL EXCAVATION NEAR EXISTING CABLES OR OTHER EXISTING UTILITY LINES SHALL BE PERFORMED BY HAND.ANY MEASURES TO FILTER THE DEWATERING DISCHARGE.COST FOR THE ABOVE SHALL BE INCLUDED IN THE BID PRICE LD LIGHT DUTY BASIN 0
-CITY OF CHARLOTTE STANDARD DETAILS AND SPECIFICATIONS(LATEST EDITION) CABLE OR OTHER EXISTING UTILITY UNE THAT IS DAMAGED DURING THE PERFORMANCE OF THIS CONTRACT SHALL FOR UTILITY INSTALLATIONS. CLT CHARLOTTE LF LINEAR FEET rn
BE REPAIRED IMMEDIATELY,UNDER THE UTILITY OWNER'S DIRECTION AND AT THE CONTRACTOR'S EXPENSE.DURING CMP CORRUGATEDLOT ECMEKLL PIPE LOD LIMITS OF DISTURBANCE IBA TO BE ABANDONEDMOVE fj
-CLT WATER(CMUD-CHARLOTTE MECKLENBURG UTILITIES DEPARTMENT) THE PERIOD OF TIME THAT THE ABOVE TYPES OF CABLES OR UTILITIES ARE OUT OF SERVICE,DUE TO THE CMUD UHARLOTTDEMECKLENBURG TBR TO BE REMOVED W
UTILITIES DEPARTMENT TBRL TO BE RELOCATED PL
CONTRACTOR'SW OPERATORS,EPR ALL CONTRACT WORK TR SHALL L SUSPENDED UNLESSWEDOTHERWISE CL SEFORD BY THE COMM. COMMUNICATIONSCRET ME MATCH SEWER TBRR TO BELA REMOVED AND
-CHARLOTTE-MECKLENBURG COUNTY EROSION AND SEDIMENTATION CONTROL ORDINANCE(LATEST EDITION) OWNER OR OWNER'S REPRESENTATIVE.THE CONTRACTOR WILL NOT BE ALLOWED TO MAKE CLAIMS FOR EXTRA EARTHWORK CONC. CONCRETE MH STORM SEWER MANHOLE REPLACED
COSTS OR TIME EXTENSIONS DUE TO SUCH STOPPAGES OF WORK. CO/(C/0)CLEANOUT MIN. MINIMUM TBM TEMPORARY BENCH MARK
-CHARLOTTE-MECKLENBURG COUNTY STORMWATER MANAGEMENT ORDINANCE(LATEST EDITION) 1. ALL EXCAVATION,EMBANKMENT,SITE PREPARATION AND EARTHWORK CONSTRUCTION FOR THE PROJECT SHALL BE COND. CONDITON MUTCD MANUAL OF UNIFORM TRAFFIC TC TOP CURB Z
6. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP AND CONSTRUCTION DRAWINGS,CERTIFIED BY A DONE SO IN ACCORDANCE WITH THE ON SITE GEOTECHNICAL ENGINEER AND UNDER THE OBSERVATION OF A C/L CENTERLINE CONTROL DEVICES TELE. TELEPHONE
-NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)STANDARD SPECIFICATIONS(LATEST EDITION) STRUCTURAL ENGINEER LICENSED BY THE STATE OF NORTH CAROLINA,TO THE OWNER OR OWNER'S REGISTERED SOILS ENGINEER. TM TOP OF MIDIFIED HEIGHT
REPRESENTATIVE WHICH CLEARLY AND ACCURATELY DEPICT THE METHODS AND MEANS BY WHICH THE DCB DOUBLE CATCH BASIN CURB AND GUTTER
-CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION(COOT)STANDARD SPECIFICATIONS(LATEST EDITION) CONTRACTOR INTENDS TO PROTECT,SHORE,SUPPORT,BRACE,ETC.,EXISTING UTILITIES WHEN THE WORK AFFECTS 2. THE CONTRACTOR SHALL RETURN ALL GRADES TO ORIGINAL CONDITION,MATCHING UNDISTURBED AREAS,SO AS DEMO. DEMOLITION N NORTH TP TOP OF PAVEMENT
A CABLE,SEWER OR OTHER UTILITY WITHIN THE CONTRACT LIMIT LINES.THIS PROCESS IS ALSO APPLICABLE FORTO MAINTAIN ORIGINAL WITHINDRAINAGE.COST OF THIS WORK SHALL BE INCLUDED IN THE BID PRICE FOR THE VARIOUS DI DROP INLET NCDEQ NORTH CAROLINA DEPARTMENT TRANS. TRANSFORMER p
OTHER FEDERAL,STATE AND LOCAL REGULATIONS AND REQUIREMENTS ARE TO BE INCORPORATED IN THE THE INSTALLATION OF NEW SEWERS AND UTILITIES THE CONTRACT LIMIT LINES THAT REQUIRE SHORING AND IMPROVEMENT ITEMS. DIP DUCTILE IRON PIPE OF ENVIRONMENTAL QUALITY TN TOP OF WALL
BRACING. DND DO NOT DISTURB NE NORTHEAST TYP. TYPICAL CONSTRUCTION: WHEN IN CONFLICT WITH THE PLANS AND SPECIFICATIONS,THE MOST RESTRICTIVE REQUIREMENTI"
SHALL GOVERN. 3. DRAINAGE DITCHES,WATERCOURSES,AND CROSS-SECTIONS THAT ARE DISTURBED BY CONSTRUCTION SHALL BE DWS DOMESTIC WATER SERVICE NG NATURAL GAS o
7. EXISTING CONDITIONS WERE TAKEN FROM AVAILABLE GROUND AND/OR AERIAL SURVEYS,MAPPING AND RECORDS RESTORED TO THE GRADE THAT EXISTED BEFORE CONSTRUCTION. NPDES NATIONAL POLLUTANT
3. THE OWNER REQUIRES THAT ALL CONTRACTORS BE QUALIFIED FOR THE WORK THEY ARE PERFORMING.IT IS DRAWINGS.INFORMATION SHOWN CONCERNING FEATURES AND UTILITIES IS NOT GUARANTEED,ALL INCLUSIVE ORE EAST DISCHARGE ELIMINATION UGD UNDER GROUND
PRESUMED THAT CONTRACTORS PERFORMING WORK ARE EXPERIENCED AND KNOWLEDGEABLE ABOUT THE WORK CORRECT.THE CONTRACTOR SHALL VERIFY THE FEATURES PRIOR TO CONSTRUCTION.EXISTING UTILITIES SHALL BE ELEC. ELECTRIC SYSTEM USGS U.S.GEOLOGICAL SURVEY
MAINTAINED IN SERVICE AT ALL TIMES,UNLESS NOTED OTHERWISE ON THE PLANS.THE LOCATION,MATERIAL AND 4. ANY TOPSOIL OR EXCESS FILL MATERIAL SHALL BE STOCKPILED IN AN AREA APPROVED BY THE OWNER OR ELEV. ELEVATION N.T.S. NOT TO SCALE
(INCLUDING GOVERNMENTAL REGULATIONS),AND THAT QUALITY PRODUCTS,APPROPRIATE FOR THE APPLICATION, DIMENSIONS OF EXISTING FACILITIES AND OBSTRUCTIONS ARE BASED UPON AVAILABLE RECORDS AND ARE SHOWN OWNER'S REPRESENTATIVE. STOCKPILES AREA(S)SHALL RECEIVE SEDIMENT AND EROSION CONTROL MEASURES EQ. EQUAL NW NORTHWEST VCP VITRIFIED CLAY PIPE F
WILL BE USED AND THAT ALL WORK WILL BE INSTALLED IN A PROFESSIONAL WORKMANLIKE MANNER.THE PLANS ON THE PLANS STRICTLY AS AN AID TO THE CONTRACTOR,BUT MUST NOT BE CONSTRUED AS BEING ACCURATE, SUITABLE TO IRS SIZE AND LOCATION. EQC ENVIRONMENTAL QUALITY
SHOW LOCATORS,RELATIONSHIPS,MAGNITUDE AND GENERAL SPECIFICATIONS OF THE WORK REQUIRED.IT IS THE CORRECT OR COMPLETE.ALL STRUCTURES ABOVE OR BELOW GROUND THAT ARE ENCOUNTERED DURING CONTROL W WEST
CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ALL COMPONENTS INSTALLED FUNCTION PROPERLY AND THAT CONSTRUCTION SHALL BE PROPERLY SUPPORTED AND MAINTAINED.THE CONTRACTOR SHALL MAKE ALL ESMT EASEMENT OCRM OCEAN&COASTAL RESOURCE WEP WASTE EJECTOR PUMP
ALL HARDWARE,FITTINGS,CABLING,CONNECTIONS,SUPPLY LINES.ETC.ARE SUPPLIED AND PROPERLY FITTED, ARRANGEMENTS WITH THE OWNER OR OWNER'S REPRESENTATIVE FOR THE PROTECTION,RELOCATION, 5. SUITABLE AND/OR NON-SUITABLE FILL MATERIALS SHALL BE QUALIFIED BY A GEOTECHNICAL ENGINEER. EX. EXISTING MANAGEMENT WIN WINDOW
WHETHER DETAILED ON THE PLANS OR NOT.THE CONTRACTOR SHALL ASSURE THAT ALL COMPONENTS AND WORK RECONSTRUCTION OR ADJUSTMENT OF SUCH STRUCTURES AS REQUIRED IN FIELD.IF DAMAGED DURING OCS OUTLET CONTROL STRUCTURE WM WATER MAIN
ARE INSTALLED,COMPLETE IN PLACE,AND OPERATIONAL TO THE SATISFACTION OF THE OWNER AND OWNER'S CONSTRUCTION,THE CONTRACTOR SHALL MAKE REPAIRS OR PAY FOR REPAIRS TO THE STRUCTURE TO THE 6. MATERIAL RECOMMENDATIONS MUST BE RELAYED TO THE OWNER OR OWNER'S REPRESENTATIVE BY THE FDC FIRE DEPARTMENT OHW OVERHEAD UTILITY WIRES WS WATER SERVICE
REPRESENTATIVE. SATISFACTION OF THE OWNER OR OWNER'S REPRESENTATIVE AND AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR. CONNECTION OVHD. OVERHEAD UN WATER VALVE
4. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, FES FLARED END SECTION OWS OIL WATER SEPARATOR
STATE AND CTLOCAL SAFETY REQUIREMENTS,TOGETHER WITH PING PRECAUTIONS AT ALL TIMES FOR THE 8. IF DURING EXCAVATION,THE CONTRACTOR DISCOVERS A FIELD TILE ABOVE THE INVERT OF THE PROPOSED FFE FINISH FLOOR ELEVATION
PROTECTION OF T IR EMPLOYEES)TO E T AND PROPERTY.IT IS THE SOLERESPONSIBILITYTIME OF THE FACILITY,THE CONTRACTOR SHALL RECORD ITS LOCATION AND COORDINATE WITH THE OWNERS.IF THE FIELD TILE FG FINISHED GRADE
CONTRACTORENAND SUB-CONTRACTOR(INCLUDINGNG TO INITIATE, AD MAINTAIN,AND SUPERVISE SAFETY REQUIREMENTS, IS BELOW THE INVERT OF THE PROPOSE FACIUTY,THE CONTRACTOR SHALL RECORD ITS LOCATION,REPAIR ANY PAVEMENT/BUILDING FH FIRE HYDRANT PED PEDESTAL
PRECAUTIONS,AND PROGRAMS IN CONNECTION WITH THE WORK. DAMAGE TO THE TILE AND BACKFILL THE TILE ACROSS THE FULL WIDTH OF THE TRENCH WITH COMPACTED FT. FOOT OR FEET PROP. PROPOSED
COARSE AGGREGATE STONE. 1. BUILDING FOOTPRINT SHALL NOT BE CONSIDERED FINAL.CONTRACTOR TO COORDINATE WITH ARCHITECT FOR FINSWATERSERVICE
F-F FACE TO FACE PVC POLYVINYL SQUARE PSI POUNDS PER CH ORIDE INCH PIPE
5. THE CONTRACTOR SHALL PROVIDE FULL TIME SUPERVISION OF ITS WORK WITH EXPERIENCED PERSONNEL.EACH 9. MOVING PUBLIC OR QUASI PUBUC UTILITIES SHALL BE THE RESPONSIBILITY OF THE UTILITY OWNERS.THE LATEST BUILDING FOOTPRINT PRIOR TO STARTING. PVMT. PAVEMENT
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SAFETY OF ITS CONSTRUCTION CONTRACTOR IS TO NOTIFY THE UTILITY OWNER SUFFICIENTLY IN ADVANCE OF THE SCHEDULE FOR SUCH GM GAS MAIN PVT, PRIVATE
OPERATIONS. REMOVALS AND RELOCATIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREMIUM COSTS WHICH BECOME 2. CONTRACTOR IS RESPONSIBLE TO SAWCUT ASPHALT/CONCRETE AT ALL REMOVAL AREAS TO PROVIDE A CLEAN GW GUY WIRE
6. THE CONTRACTOR WILL BE EXPECTED TO PHASE CONSTRUCTION IN SWELL-PLANNED AND ORGANIZED MANNER TO NECESSARY AS A RESULT OF THE CONTRACTOR'S FAILURE TO NOTIFY THE UTILITY OWNER.ALL OTHER UTILITIES EDGE TO ABUT NEW CONCRETE. H2O WATER
AVOID ANY ADVERSE IMPACT TO OTHER SITE CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL COORDINATE PHASING NOTED ON THE PLANS TO BE RELOCATED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. HD HEAVY DUTY
WITH THE OWNER TO ENSURE MINIMAL IMPACTS TO DAILY OPERATIONS OF EXISTING FACIUTIES. 10. ALL ITEMS PROPOSED FOR ABANDONMENT,RELOCATION OR DEMOLITION SHALL BE MARKED BY THE CONTRACTOR 3. CONCRETE PAVING: HOPE HIGH DENSITY POLYETHYLENE
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION AND FOR FOR REVIEW BY THE OWNER OR OWNER'S REPRESENTATIVE.NO ITEM SHALL BE ABANDONED,RELOCATED OR
ALL PERMIT APPLICATION FEES,EXCEPT FOR THOSE PERMITS BEING OBTAINED BY THE OWNER.COSTS FOR ALL DEMOLISHED UNTIL APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE. 3.1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
INSURANCE AND LICENSES REQUIRED SHALL BE BORN BY THE CONTRACTOR. 3.2. WHEN PLACING CONCRETE AGAINST EXISTING SURFACES,A STRAIGHT EDGE SHALL BE USED TO PREVENT
OWNER PROVIDED PERMITS INCLUDE: 11. THE OWNER OR OWNER'S REPRESENTATIVE WILL REVIEW THE SHOP DRAWINGS AND PROCEDURES IN ACCORDANCE "HUMPING"AT THAT LOCATION.
WITH THE PROVISIONS OF THE APPROPRIATE SECTION OF THE SPECIFICATIONS.
-CITY OF CHARLOTTE LAND DEVELOPMENT PERMIT 3.3. CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH AN APPROPRIATELY SIZED EXPANSION GAP TO PREVENT
12. THE CONTRACTOR SHALL NOT START ANY WORK WHICH MAY AFFECT EXISTING WATER,SEWER,COMMUNICATIONS, CONCRETE STRESS AND SEALED WITH AN APPROVED SEALANT.SEE DETAILS ON SHEET C9.0.
-CITY OF CHARLOTTE LAND DISTURBANCE/EROSION CONTROL PLAN PERMIT POWER,GAS,OR OTHER UTILITY CABLES,PIPELINES OR SEWERS UNTIL THE OWNER OR OWNER'S REPRESENTATIVE
HAS REVIEWED AND APPROVED THE SHOP DRAWINGS AND PROCEDURES FOR PROTECTION OF THE UTILITY. 4. ASPHALT PAVING
-NCDEQ CERTIFICATE OF COVERAGE UNDER THE NCG01 PERMIT
13. IN THE EVENT OF THE CONTRACTOR ENCOUNTERING EXISTING SUBSURFACE DRAINAGE SYSTEMS THAT WERE NOT
8. THE CONTRACTOR SHALL FURNISH AND MAINTAIN SANITARY CONVENIENCE FACILITIES FOR THE WORKERS AND SHOWN ON PLANS,THE CONTRACTOR SHALL MAINTAIN AND PRESERVE THE SUBSURFACE DRAINAGE SYSTEMS OR 4.1 ALL ASPHALT SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
INSPECTORS FOR THE DURATION OF THE WORK.COST SHALL BE INCIDENTAL TO THE PRICE BID FOR THE PROJECT CONNECT THE SYSTEMS TO THE NEAREST DRAINAGE SYSTEMS AS DIRECTED BY THE OWNER OR OWNER'S 4.2 CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH AN APPROPRIATELY SIZED EXPANSION GAP TO PREVENT
IMPROVEMENTS. REPRESENTATIVE. CONCRETE STRESS AND SEALED WITH AN APPROVED SEALANT.SEE DETAIL SHEET C9.0.
9. THE CONTRACTOR SHALL SWEEP AND WASH DOWN ALL HAUL ROUTES OVER CITY/STATE/COUNTY ROADS TO/FROM 14. THE CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION PROVIDE AND MAINTAIN AMPLE MEANS AND
THE CONSTRUCTION AREA,IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY PERMITS REQUIRED FOR DEVICES FOR THE TEMPORARY DIVERSION OF FLOW IN EXISTING SEWERS,DITCHES,AND DRAINS AND THE PROMPT AS-BUILT DRAWINGS e
j THE WORK.THE CONTRACTOR SHALL PROVIDE WHATEVER MEANS NECESSARY TO ALLEVIATE OR PREVENT DUST REMOVAL AND PROPER DISPOSAL OF ALL WATER OR SEWAGE ENTERING THE TRENCHES OR OTHER PARTS OF THE N
NUISANCE AT ALL TIMES.A SWEEPER SHALL BE PROVIDED BY THE CONTRACTOR AS NECESSARY TO KEEP WORK,AND SHALL KEEP SAID EXCAVATIONS AS DRY AS PRACTICABLE UNTIL THE STRUCTURES TO BE BUILT r] T/]
STREETS CLEAN.THE COST OF THIS ITEM IS INCIDENTAL TO THE PROJECT. THEREIN ARE COMPLETED.THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT. 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A FINAL SET OF AS-BUILT DRAWINGS.THESE PLANS SHALL Q 0
15. IN LOCATIONS WHERE THE EXISTING DRAINAGE FACILITIES ARE TO REMAIN AND ARE DISTURBED OR DAMAGED INCLUDE ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS AS WELL AS INFORMATION ON ALL EXISTING
10. ALL MAINTENANCE OF TRAFFIC REQUIRED SHALL CONFORM TO NCDOT/CDOT STANDARDS AND SHALL BE UTILITIES/FEATURES ENCOUNTERED DURING THE WORK. U -
COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE.THE COST OF THIS ITEM IS INCIDENTAL TO THE DURING CONSTRUCTOR BY THE CONTRACTOR,IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND F
PROJECT, REPLACE THE DAMAGED FACILITIES AT THEIR EXPENSE TO THE SATISFACTION OF THE OWNER OR OWNER'S QI,
REPRESENTATIVE.THE SEWER FLOW MUST BE MAINTAINED AT ALL TIMES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SUBMITTAL OF THE REQUIRED DOCUMENTS LISTED PC L.I
II, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS,ELEVATIONS AND CONDITIONS ON THE COVER SHEET NEED PRIOR TO RELEASE OF C.O. Z Dr
n EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. INSPECTIONS F 0;WW =
PROJECT COMPLETION AND ACCEPTANCE U
12. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE AND FULLY INFORM THEMSELVES CONCERNING ALL CONDITIONS 1. INSPECTIONS ON THIS PROJECT WILL BE PROVIDED BY REPRESENTATIVES OF THE CITY OF FQ
AFFECTING THE SCOPE OF THE WORK.FAILURE TO VISIT THE SITE SHALL NOT RELIEVE THEM FROM ANY CHARLOTTE/MECKLENBURG COUNTY,COOT,AND NCDOT AND ANY OTHER AUTHORITY HAVING JURISDICTION AND O F-I
o RESPONSIBILITY IN THE PERFORMANCE OF THIS WORK. THE CONTRACTOR SHALL INSPECT THE SITE OF THE SHALL BE COORDINATED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. 1. THE PROJECT SHALL NOT BE CONSIDERED COMPLETE UNTIL THE OWNER AND/OR OWNER'S REPRESENTATIVE HAS U C,
'"' PROJECT AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS,TRAFFIC,OR OTHER ITEMS THAT AFFECT APPROVED THE WORK WITHIN THE SCOPE OF THE CONTRACT DOCUMENTS AND THE SPECIFICATIONS OF THIS PLAN. V a
THE CONTRACT AND THE DETAILED REQUIREMENTS OF CONSTRUCTION,
C2. THE CONTRACTOR R SHALLIBE RESPONSIBLEONLGS. FOR ALL EROSION AND SEDIMENT CONTROL INSPECTIONS AND FOR a C
NMAINTAINING REQUIRED INSPECTION LOGS.
13. ALL CATCH BASINS,MANHOLES,POLLUTION CONTROL BASINS,AND SIMILAR STRUCTURES NEWLY CONSTRUCTED, 2. THE CONTRACTOR SHALL SUBMIT WRITTEN CERTIFICATION THAT THE PROJECT,OR DESIGNATED PORTION OF THE O [~
ADJUSTED OR RECONSTRUCTED UNDER THE CONTRACT SHALL BE CLEANED OF ANY ACCUMULATION OF SILT, PROJECT,IS SUBSTANTIALLY COMPLETE,AND REQUEST IN WRITING A FINAL INSPECTION.THE OWNER OR OWNER'S U
DEBRIS OR ANY FOREIGN MATTER OF ANY KIND AND SHALL BE FREE OF SUCH ACCUMULATION AT THE TIME OF SUBSURFACE EXPLORATION REPRESENTATIVE WILL MAKE AN INSPECTION WITHIN 10 CALENDAR DAYS OF RECEIPT OF REQUEST.WHEN THE V' r��
U FINAL INSPECTION.CONTRACTOR SHALL ENSURE DOWNSTREAM OUTLETS ARE CLEAR OF DEBRIS TO THE EXTENT IT OWNER OR OWNER'S REPRESENTATIVE DETERMINES THAT THE WORK IS SUBSTANTIALLY COMPLETE,A LIST OF 4 W W
MAY CAUSE A BACKUP ON THE PROPOSED SYSTEM,THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE 1. CONSULT ON SITE GEOTECHNICAL ENGINEER FOR ANY SUB SURFACE EXPLORATION INFORMATION. DEFICIENCIES WILL BE PREPARED THAT MUST BE CORRECTED BEFORE FINAL ACCEPTANCE AND ISSUANCE OF A U Rn a E"CONTRACT. LETTER OF ACCEPTANCE IS MADE.IF THE OWNER OR OWNER'S REPRESENTATIVE DETERMINES THAT THE WORK IS
14. LOCATION OF CONSTRUCTION STAGING AREA IS TO BE COORDINATED WITH THE OWNER OR OWNER'S CONSTRUCTION LAYOUT/STAKING NOT SUBSTANTIALLY COMPLETE,THE CONTRACTOR WILL IMMEDIATELY BE NOTIFIED IN WRITING.RESUBMIT . O Z
CERTIFICATION AND REQUEST A NEW FINAL INSPECTION AFTER COMPLETING THE WORK LISTED BY THE OWNER. z (/] 9
3 REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. 1. ALL CONSTRUCTION LAYOUT SERVICES FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR. AFTER ALL DEFICIENCIES HAVE BEEN CORRECTED,A LETTER OF ACCEPTANCE WILL BE ISSUED. ,7 2 O W
15. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT WORK AREAS FROM A SINGLE LOCATION.THIS LOCATION 2. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,PROPERTY CORNERS,TREE SAVE AREAS, 0 d'W,
SHALL BE AGREED TO BY THE OWNER,OWNER'S REPRESENTATIVE AND THE CONTRACTOR. REFERENCE POINTS,STAKES,AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.IN THE EVENT THAT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION CO A
REFERENCE MONUMENTS OR MARKERS ARE DISTURBED OR DESTROYED,THE CONTRACTOR SHALL BE RESPONSIBLE U
N 16. ANY MODIFICATION TO THE WORK SHOWN THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE FOR RESTORATION.RESETTING OF MARKERS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR REGISTERED IN U
_ OWNER OR OWNER'S REPRESENTATIVE AND ANY NECESSARY PERMITTING AGENCIES. NORTH CAROLINA. 1. NON-STANDARD ITEMS(IE:PAVERS, IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY v.ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT O n 17. THE CONTRACTOR SHALL SUBMIT DETAILED PRODUCT AND INSTALLATION DATA FOR ALL CONTRACTOR FURNISHED STORMWATER OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT COOT AT D. T/1
a MATERIALS.DATA MUST BE SUFFICIENT FOR THE OWNER OR OWNER'S REPRESENTATIVE TO DETERMINE IF THE [phone]. 1.)
MATERIALS COMPLY WITH THE PROJECTS PLANS AND SPECIFICATION.WRITTEN APPROVAL BY THE OWNER OR 1. THE FLOW IN ALL SEWERS,DRAINS AND WATERCOURSES ENCOUNTERED SHALL BE MAINTAINED BY THE CONTRACTOR
OWNER'S REPRESENTATIVE MUST BE RECEIVED BY THE CONTRACTOR PRIOR TO ORDERING OR FURNISHING AT HIS OWN EXPENSE AND/OR IN THE EVENT THAT SUCH WATERCOURSES AND DRAINS ARE DISTURBED OR 2. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE
N MATERIALS.OWNER SHALL NOT BE OBLIGATED TO PAY FOR ANY PRODUCTS OR MATERIALS FURNISHED BY THE DESTROYED DURING THE EXECUTION OF HIS/HER WORK THEY SHALL BE RESTORED BY THE CONTRACTOR AT HIS APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED
WITHOUT THOUT WRITTEN APPROVAL.N OWN EXPENSE TO A CONDITION SATISFACTORY TO THE OWNER. DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED
18. ALL ITEMS OF WORK CALLED OUT ON THE PLANS FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT COOT AT(704)432-1562 AT LEAST 5
SHALL BE PERFORMED BY THE CONTRACTOR AND THE COST OF SAME SHALL BE INCLUDED IN THE VARIOUS DEMOLITION BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT
IMPROVEMENTS FOR THE PROJECT. COOT AT(704)336-8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL
1. THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL STRUCTURES,FENCE,PIPE,UTILITIES,PAVEMENT,ETC.WITHIN BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
19. IT IS THE INTENT OF THIS PROJECT TO KEEP INCONVENIENCE TO THE PROPERTY OWNERS TO A MINIMUM.ALL THE PROJECT LIMITS WHICH HAVE BEEN IDENTIFIED FOR DEMOLITION ON THE PLANS.CONTRACTOR SHALL CONFIRM -MA
v WORK IS TO CONTINUE ON A UNIFORM BASIS AND ON SCHEDULE,PARTICULARLY THE RESTORATION AND CLEAN DEMOLITION AND REMOVAL OF ALL ITEMS WITH THE OWNER AND/OR OWNER'S REPRESENTATIVE PRIOR TO 3. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(GUS JORDI,704-336-7086) 6-
E UP OF DISTURBED AREAS. COMMENCEMENT OF WORK. TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATON EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO '.Ve F
i
E COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY ' e 5 20. ALL FENCES,SIGNS,DRAINAGE STRUCTURES,LANDSCAPING INCLUDING LAWN AREAS,ETC.REMOVED,DISTURBED 2. UNLESS OTHERWISE NOTED,ALL MATERIALS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND REPAIR COST CAUSED BY THE CONTRACTOR DEVELOPER.
OR DAMAGED DURING WORK UNDER THESE IMPROVEMENTS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY / o a u.
co SHALL BE DISPOSED OF OFF-SITE.THIS MATERIAL SHALL BE HAULED,AT THE CONTRACTOR'S EXPENSE,OFF THE
THE CONTRACTOR UNLESS OTHERWISE SPECIFIED.PAYMENT FOR SAME SHALL BE INCLUDED IN THE VARIOUS g'`o E
IMPROVEMENT ITEMS FOR THE PROJECT. OWNER'S PROPERTY IN COMPLIANCE WILL ALL FEDERAL,STATE.AND LOCAL STATUES,RULES AND REGULATIONS. E>g '1
4. DEVELOPER TO CONTACT COOT(ALFRED OYOYO:704-336-3939)DURING SITE PLAN PREPARATION TO DISCUSS 0„ 2
21. NON-RUBBER TIRE VEHICLES SHALL NOT BE MOVED ON PUBLIC STREETS.EXCEPTIONS MAY BE GRANTED BY THE 3. NO OPEN BURNING WILL BE PERMITTED. STREET LIGHTING REQUIREMENTS,IF ANY,FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND COOT AS 3„ E
AUTHORITY HAVING JURISDICTION,CONTRACTOR SHALL PROVIDE WRITTEN PERMISSION FROM THE AUTHORITY TO NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. o`
THE OWNER PRIOR TO MOVEMENT OF THE VEHICLES,ANY DAMAGE CAUSED BY SUCH MOVEMENT SHALL BE BORNE 4. THE CONTRACTOR SHALL PROGRESS THE DEMOLITION IN AN ORDERLY FASHION AND THE DISPOSAL WORK SHALL ©t y 4,J SOLELY BY THE CONTRACTOR. COINCIDE WITH THE DEMOLITION IN ORDER THAT THE WASTE MATERIALS SHALL NOT ACCUMULATE AND CAUSE AND 5. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION -FOR UTILITY COORDINATION RELATED TO BOTH
'
a UNSAFE CONDITION. El s
EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS,PLEASE CONTACT RALPH TRUITT, g
19 EXISTING CONDITIONS COOT ROW UTILITY COORDINATOR AT 704-336-4248 or RTRUITTOCHARLOTTENC.GOV. o a q
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL FEES. S
1. EXISTING
CH,
020,SUPPLEMENTAL GISPHIC FDATTA INFORMATION SHOWN
BEEN M IS BASED USED BEYOND ON THER FIELD SURVEY NOTED FIELD RUN ETOPO LIMITS.FORMED BY EMH&T CONTRACTOR TO EROSION AND SEDIMENT CONTROL 6. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. wwA
VERIFY EXISTING TOPOGRAPHY,ANY DISCREPANCIES SHOULD BE NOTED ANY BROUGHT TO THE ATTENTION OF THE CONTRACTOR SHALL CONTACT COOT AT(704)366-2562. arms
OWNER/OWNERS REPRESENTATIVE. 1. EROSION AND SEDIMENT CONTROL MEASURES ARE REQUIRED AS PART OF THE PROJECT.
I 2. CONTRACTOR TO HAVE A UTILITY LOCATING SERVICE LOCATE ALL UTILITIES PRIOR TO COMMENCING LAND May 4,2020
o DISTURBING ACTIVITIES. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR
3. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHY,UTILITIES,AND SITE CONDITIONS PRIOR TO BID.ANY PROPER CONTROL OF EROSION AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER MAINTENANCE AND
E DISCREPANCIES SHOULD BE NOTED AND BROUGHT TO THE ATTENTION OF THE OWNER/OWNER REPRESENTATIVE. INSPECTION IN COMPLIANCE WITH THE NORTH CAROLINA NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES _
ASSOCIATED WITH CONSTRUCTION ACTIVITIES. SCALE
GEOMETRIC CONTROL
n 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE SEDIMENTATION AND EROSION CONTROL FEATURES ON
1. THE SURVEY DATA WAS BASED ON THE NAD 83(2011)STATE PLANE COORDINATE SYSTEM AND ELEVATIONS ARE THIS PROJECT.ANY SEDIMENT OR DEBRIS THAT HAS REDUCED THE EFFICIENCY OF A CONTROL SHALL BE None
REFERENCED TO THE NAVD 88 DATUM. REMOVED IMMEDIATELY.SHOULD A STRUCTURE OR FEATURE BECOME DAMAGED,THE CONTRACTOR SHALL REPAIR
OR REPLACE IT AT NO COST TO THE OWNER.
SITE ACCESS & MAINTENANCE OF EXISTING ROADWAYS
. 1. THE CONTRACTOR MUST SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE AND THE APPROPRIATE LOCAL CLEARING AND GRUBBING JOB NO.
11 AGENCIES A PLAN THAT SHOWS THE PROPOSED HAUL ROUTES FOR THE PROPOSED WORK,AND OBTAIN ANY 1n21I',hr� °„,N A`I��O�� 2019-1335
NECESSARY APPROVALS OR PERMITS FROM THE LOCAL ENTITY WITH JURISDICTION OVER THE ROADS PROPOSED TO 1. ONCE GRADING PERMIT IS ISSUED,PRIOR TO PROCEEDING WITH CONSTRUCTION,ALL PAVEMENTS,VEGETATION,ROOT l''' • ',-( '11*N BE USED.AT ALL TIMES THE CONTRACTOR SHALL RESPECT POSTED LOAD LIMITS AND SPEED UMITS OF ALL SYSTEMS,TOPSOIL AND OTHER DELETERIOUS NON-SOIL MATERIALS SHOULD BE STRIPPED FROM PROPOSED �(���N............y °-© ��''9��'
i PUBLIC ROADWAYS. CONSTRUCTION AREAS AND DISPOSED OF OFFSITE BY CONTRACTOR. ?'�i -VANS '• : i0.�
o UECHWART '•Z: 5 ff
N GENERAL UTILITIES 2. CLEAN TOPSOIL MAY BE STOCKPILED ONSITE AND SUBSEQUENTLY RE-USED IN LANDSCAPED AREAS IF IT HAM6LETON& 10= = 1 4 : = SHEET
CONFORMS TO TOPSOIL REQUIREMENTS IDENTIFIED IN THE LANDSCAPING PLAN. DEBRIS-LADEN MATERIALS SHOULD ; 1 TILTON,INC. :Z = ,M///j,Rfai e
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO START OF WORK,EXCEPT THOSE NOTED AS BE EXCAVATED,TRANSPORTED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPROPRIATE SOUD WASTE „�:,No.F-1016 r�'- C. •�a�� T •�
OWNER PROVIDED. RULES AND REGULATIONS. 1
oC4,. .A1\7, s „17 d11 w;„,,,,
n.,a1a

EXISTING CONDITION NOTES 10.Limits of Disturbance on the plan,this sheet,indicate the extent of survey. LEGEND
of all major clearing required,contractor is also responsible for 20.Contractor shall coordinate utility removal and relocations with all
1. See sheet C1.1 for additional notes. any incidental clearing required for minor discrepancies in grade, private utility companies. EXISTING
2. Existing Topographic Information shown based upon a field utility installations,erosion control measures,etc.At no stage 21.The contractor is specifically cautioned that the location and/or - - - - Right of way
survey performed by EMH&T March.2020.supplemental GIS data during construction should clearing extend beyond permitted limits. elevation of public utilities as shown on these plans ore based on
has been used beyond the noted Feld Run Topo Limits. 11.Contractor shall make every effort to save additional trees markings per the North Carolina One-Call Center(811)and the - - Property Line
Contractor to verify Existing Topography in areas beyond field runwherever possible. contractor shall be responsible for locating and protecting existing - - Parcel Line
topographic information.Any discrepancies should be noted and 12.See sheets C3.l,C3.2&C3.3 for tree protection locations, notes utilities. The contractor shall repair all damage to existing utilities
brought to the attention of the owners) representative.m and details. that occurs during construction at no additional cost to the Existing Building Setback
cc 3. Contractor is to perfor a site walk prior to bid to verify existing 13.Within the subject property,the intent is to have a clean,clear owner. The contractor must call all the appropriate utility - - Easement
conditions. site,free of all existing items noted to be removed in order to companies at least 48 hours before any excavation to request
4. Contractor shall report any encroachments and/or discrepancies permit the construction of the new project. exact field location of utilities. 000 Contours
generated on this demolition Ian immediate) to the En 14.Contractor is responsible to barricade the site a essory to 22.Protect all utilities to remain.Contractor shall maintain service for - • • - • • - Limits of Field Run To p y Engineer for t unauthorized entry and y measures per P°
clarifications. prevent u n ry provide safety m local, all utilities throughout the duration f construction. 2,
state and federal regulations. Stream
5. No demolition shall occur prior to a pre construction meeting. 23.Disconnect and cop all utilities to be abandoned. Fill all utilities O
Demolition prior to construction meeting andgrading permit15.The contractor is responsible to provide a separate demolition and to be abandoned a pre c e g construction schedule detailing coordination of existing utilitygreater than 6 inches in diameter with ned i la Post Construction Undisturbed Buffer
will be subject to immediate civil penalties. 9 9 fill material.Contractor may remove utilities to be abandoned in
6. Contractor shall coordinate obtaining all necessary demolition services to be maintained and any utility service interruptions to lieu of abandonment.
Limits of Disturbance ,r>,
permits from the City of Charlotte and Mecklenburg County as owner or adjacent properties. 24.All trenches from demolition of utilities shall be backfilled to 98% --------SD- Storm Drain
16.For all items noted as to be removed - remove not only the of the maximum densityobtainable with the standardproctor test,
necessary.
above ground elements,but all underground elements as well, unless otherwise directed bythe Ceotechnical En ° Inlet
7. Al work to be accomplished in strict accordance with all Local, Engineering report
State and Federal ordinances
including,but not necessary limited to:foundations,gravel fills, or on-site representative. a Light Pole
8. An work to be completed within Public ROW shall be tree roots,old pipes,etc. 25.Protect survey antral Burin construction.Provide additional yproperly
rve c g
17.All demolition items shall be removed and disposed of off-site
permittedprior to beginning work. Maintenance of traffic P°se control as necessary to perform construction operation.
conformance to all applicable laws and regulations shall be unless approved by the on-site Geotechnical Engineer as fill 0
established prior to beginning work. material.
9. Contractor to protect all adjacent curbs,trees,buildings, utilities 18.Utility removal,abandonment,and/or installation shall not disrupt DEMOLITION
and other items from damage. Contractor shall be responsible for the n rmal operations of existing buildings. ����/��/���/� Asphalt,To Be Removed p
repair and/or payment of any damaged items that are to remain. 19.Utility normal
ions shown are based an site conditions at the time Curb and Gutter,To Be Removed
4 Building,To Be Removed 5
(DND) Do Not Disturb
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'U I ^' i-___ ',j( ....� \\` �" ` \.1 ` Ja ' - ti� ^. NWmn non
100 Post Construct on �`}y ..��\ \\� ��� ' N\C 2019-1335
u uinyp �i
r , \ --- J - INTERNATIONAI,BUSINE'SS INTERNATIONAL BUSINESS 1CA �`'\ a
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- I (GIS) > - \ \\ J 25238 AC. (DEED) 37.175 AC. (DEED) - �\
,` - -" I , \\ >31... D.B. 3225, P. 397 \`\ D.B. 3232, P. 71 MECHWART _
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L"" , ,,``. `\\'a = = soft,'
n ---' �\ i > 3�'', \ =�;. TILTON,INC5 ; .,
' y3/ C2.0
'`

LEGEND
fxISTINt
— — — Right of way
— —— Property Line
Parcel Line
Existing Building Setback
Easement
000 Contours
— ' ' — ' ' — Limits of Field Run Topo
Stream ZO
—•—• Post Construction Undisturbed Buffer m
r
m moo mimi m Limits of Disturbance W
—SD— Storm Drain CL
o Inlet
4 Light Pole
O
N
DEMOLITION '11%
A���g��� Asphalt,To Be Removed c
/////// Curb and Gutter,To Be Removed
�/
7�OH///����� Building,To Be Removed 5
(DND) Do Not Disturb N
(TBR) To Be Removed 4
NOTE
1. See sheet C2.0 for existing conditions notes.
• . Cr1 ,•,
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CI
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m 1, 680Q SOLECTRON OWNEff� L.R• ,.._ M.::. .,. E,a.-s ^ , •� `�`�`J,:? - -u--,' I I I I�,I I;I 1 I.: - V C G
3.039 A,C. (DEED)' { v. , f 'o.: ,�. �• ✓-T_3• r I I I I I I I I',1 I I',I I T` ^e, - 0.
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t - ♦..i + �, Ex.Inlet Et GI z
?.r '.+ 61F y �Ex. Pav ent y1 v.. im:750.0p I �\ Oz
Ex�Curb&', { II . (�R) ): �' � , „, `, il * . a 0 00 U
d i Gutte `- -
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- ,\"` ( D t b 4.00 AC. • \ tad 1SCALEMay 4,2020
,,,,�J GRAPHIC
o i Ex T (bp) A o G 3o PH ea 1m
_ Ns
i - '-
a , - -.:- aSi sw �s � 1 Inch 6,. - U feet I"-60
a ° -_.- > -
„ L I I I FINAL PLAT TRACTS�1 3
a ,..-----
--
LOT 1--. .•.•� AND COMMON OPEN SPACE
Sg, SJ, Ss
�_ oF�es PROPER
.. - .-' ,--' ^ 2
o
N / ! - ? li t P Ex Curb&G tt E Inlet
/
w✓' II II ,f 1 (ONU360. ".. AUTUMN PARK OWNER LLC AON��0.
= , - l. ddd - D.B. 27874,P..943 2019-1335
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tS
a o I ! 1 II \�) ZONING: R 12MF(CD) ``;:k . �/
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ZONING: R-3 '<'. '\,- 9 ' '�\ ,c _,•, TILTON,INC.
t \ \ -_ ,Ex Li ht P°le(tYP) /, yx�l ,/A" ,,\ •. - � \ /L♦J/LLC .
°, •:;. -' MATCH LINF,SEE SHEET C2.0 (DND)�TVP):.. ,y.., .rt+'' I I,., ,E. Inlet v _ .S `, r � n�:,•No. ,iB ''on4;`..,GIHF.F;O
a r , s•M - C2.1
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r '-, - \�-yly! r+M i. I- vJ ND)- ---- urbanise 400 AC. 11 i i ��"}I _ .•p''•[Q.` :i�RY�•
u.: ..�r" ;,,' -� I l%!'.� tl 964,' 1 `d �(:' e \ �.YrF1�:xktQ 'rr"rprnnunti`o +nql uuuono

CONSTRUCTION SEQUENCING LEGEND
1. Obtain Grading/Erosion Control Plan Approval from the City of FROSION A SFOIMFN7 CONTROI
Charlotte. — .. . Limits of Disturbance
2. Hold a pre—construction meeting with Erosion and Sediment Control Denuded Area
Inspector with the City of Charlotte Engineering Department and obtain
grading permit. Failure to schedule such meeting 48 hours prior to SF Silt Fence
any land disturbing activity is is a violation of Chapter 17 of the City o 0 0 Tree Protection Fence
Code and is subject to fine(s). cS Compost Sock(Per NCDEO 3. Installation of silt fence,inlet protection,compost socks,tree
protection,and other measures as shown on plans,clearing only as Specifications Ref. Section 6.66)
necessary to install these devices. /2 Cloth&Gravel Inlet Protection
Z
4. Reference Landscape Plan byothers for additional erosion and
sediment control measures and sequencing. ® Inlet Protection p
5. All erosion control measures shall be inspected and maintained per • Silt Fence Outlet
City of Charlotte standards at a minimum.Critical areas such as •y"
around the existing pond must be inspected and maintained at a See Sheets C2.0&C2.1 For Existing Conditions Legend YW.
higher frequency to avoid sediment release offsite.
DETAIL REFERENCE TABLE❑A o
NOTE DETAII_N,AMF SHFFT NUMBER
Tree Protection Fence C3.1 1. See sheet C3.1 for erosion and sediment control notes. if
2. See sheet C4.2 for protected tree save and natural areas. Cloth&Gravel Inlet Protection C3.2 p
Inlet Protection C3.2
Silt Fence C3.2 e f
Silt Fence Outlet C3.2 �
g
\ \\'•..\\ - '• -�it d• I'I 1 II II.j '. ' O ! m. Prop.Tree Protection Fence l=.I _
- n Fence Start 60
�v- MATCH LINE •
E Inlet
RI a3�4
Tree Protection F \
�` SEES s
P
w mow as nu Iw W r�'�.�= r-a_� e �,-mow-® w ol-'r'-+Ilwrrr . w llr� r Iwr1 T I y� I ae.: ;>;�' Pro �...._._. \\,.
immommii
'� lam"o IR.�i1r�Y--�.t-'ul�Jtle-�.�. h \i1:� :� .r I� is.'or llr�� a A
\ \ - - --
u1\ f, n
'�",:.1 �...�.\ / rap. t P tection -wort ; \�
\ Prop.Tree Protection Fence Start',,,,A', ; r l-M yy.+e ® , K -!\�
° l,� ,i yr r!M 1 ,I- II ,-1-
II. -lx 760 89 Disturbance:t4.00 AC. �• ! � �'.
l _ -
s 1 a�E storm D \ ' '
� \ \ Pm I ec Protectio Fence ! I � `' � "�
-.: `, �, � ; •�
Prop.Compost Sock �
�, f .• P T e P otect fens End ';.,.�,... -
r,�—°s.«r. ; .n„ ;-.�e.. � \.�. /� 51 f_ �
,- .._,_ __ �'
A�'�'a � , l.-, Y.A..>` _ _ w,s� ,,, R'm:748.99 ! . ,.
t
) F �} •, •°"++ 1� + a.�-t 3}? --_. A °pv`�" ji. of :'�' Prop.Cloth&Grovel Inlet Protection�q �
' � e J Prop.Cloth&Gravel I
I�( C Pro m t r 'n Rim.ias Inlet
Inlet Protection ne e I ��
D t b nc 4 00 AC _ ' 'I Ex let j �J"
q{ Rim x. Inlet
.' �` Prop.Cloth&Gravel Inlet Protection© *��J � , 1 C
c.
) (Needed F Curb n Measures a ,-..- 'i/ / Rim:746. ° O
E Control M Dk0.41 AC.) 1
%
I ) ) Ik Installation t n i!' / al Detail For Erosion n 'C Ri Inlet
i C tract t Install
Sd d / Addton a sion&sed'me t j P nlm./48.00 /' Q
{( yd
,-' =_1 Control In This Area B Separate Plan p ° J - - l�
P4 it
NI' ' --°', '' '' 'I'''''''‘,NI',' ____ '°--- / _. 1
ma/
o �� -•. r= a ;/ 40.5OHP )._ — �I ,,1rr� I z W F+1�i
4 Prop.Cloth&Grovel Inlet Protectlon n • — U
I , ) f� Ex. Inlet
AC.) ® - ° �-,
�v
{ I ) '1,- 1 ry �" —
a I. , l 1 t Rim:46.80 .....,."" '�"__'.... ° -� �; I `_ O
f
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4 moo
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' A �( 1�7 j �46- rf°'4 .. _t 4 Uz, W rem A
S t, y l J @ i.I _ FFE.747.0 ( "` - -4 - - C rW/1
' 'a � � F _- ; . ' � ',° _Limits ofField Run TaP l—_
O
O; � (.-. ) l r <%, 1f - N l/J1I
Jac
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-
L, �• _. i'. Prop. Sitt Fence E d--- _� -
y--, I `._-`. ,--^'S - �,,.. -_ QProp.S ::::
1..,,u6,
IR!il
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- — � �' Ex. Storm Dra' ,� —
o __._ C3 .-
° 1. - - -- '- '� - -. ! -. } Compost Sock Pro Pop.Silt Fence Outlet 1
.- - - - Sock O56
---_.._ rap. _
. __; ,% 0 N ( Ex Inlet
I I 1 1 P
i �pn
c> .•.t,\ -l- ___'-'_. _' ✓ 1� � �S-.�• ( _ — Fence.29 im.734 -
�� >J1 (Silt ELIli
° _ I - - ._�,_ nLight ole(tYP) �,f�_ -•••"•. ..,.. ___- ,
1 ,,.{ r ---- —� h �'y3 , I , - -'---" - - Ez. Inlet /(-'l- :.'-T -
'- 'I'' : --. - 1 , ,..l -" 4-- 42- - t---/r IL,TE
,`i --�.. ` `jam- I I, - 5 - - 'S' 'I -��\ `� Rim:729 50 -
. : �-_iie'� �Y�
'' .r'.. Rim:737.73-.----- - 744 _"' - __ �3... ^5,- A'
1(= ' ;'_, Prop.Inlet Protect'-- Pro.silo Additional Details For Erosion &&Sediment GRAPHIC SCALE Meya,2ozo
.I ', p ....Pro- 74 - P Fence Start _ .. -.'L�.-. S,,� I' f •{; ,r a;�y _-,_---_ - ----- � \\\ \ Ex. Inlet - ❑p �.... �. Construc6o E t 3 _-,— - --'Control In This Area By Separate Plan 'i -y ' t1 30 by ti0
v I A YI # t� J r - ' -, \ \ ° \\ - Rim:738.29 �__- (Contractor to UtilizeExisting �"
o - {,r� 1 ----- ---- ------"- I- .--;-- x '., ,, \ -71-• ' Asphalt forConstruction Entrance).. 11
av SCALE
trT� .,
c ( . ` '• \ \�\ '�' \ Ex. Inlet 53 --y X ,'(
o r _ e v e \ 9 y liach�60 feet
a _ , '' \ i `\\ R m.737.70 �3g / - __' �,r - /.
JOB NO
•
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' C3.0
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-

SEE APPROVED IREE I REMOVE Fa BLRRIERS UPON COMP..OF PROJECT EROSION AND SEDIMENT CONTROL NARRATIVE EROSION CONTROL NOTES LEGEND
PRESERVATION PUN TREE PROTECTION FENCE,NOTES OF TREE BARRIER mR -_� 2 LANDSGIFIRD PLANS SNAIL SNOT,THE LOCATORS OF AAA 1TEE PROIECTIPI FENCES
REWIRED RADIUS - �r FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION
REFER TO CM OF CHARLOTTE LAFFsCAFE coxsnlucnor>STANDARDS SECTION R"� Project Description: The proposed project Is to bring the 1. See sheet Ct.t for additional notes.
EROSION&SEDIMENT CONTROL
r /f existing parking lot into compliance 2. Total Disturbed Area:4.00 AC.Acres me en. ._ . Limits of Disturbance
A. The contractor shall install a ' I�J P' with the city's landscaping code. 3. All erosion control measures shall be constructed in accordance with
protective construction fence around streams and wetlands J J O o o Tree Protection Fence
to remain and other protected areas shown on plans.The barrier shall be maintained l-<-:.. the N.C. Erosion and Sediment Control Planning and Design Manual,
until completion of the project at which time It shall be removed and disposed of by the --� - Existing Site Conditions: The existing site consists of an U.S.Dept.of Agriculture,and the City of Charlotte Land Development ® Inlet Protection
contractor. d - r existing building,parking lot,roadway Standard..
B. Materials: "' i:_ and vegetation. 4. Remove and spread accumulated sediment from erosion control See Sheets C2.0&C2.1 For Existing Conditions Legend
1. Construction fence fabric devices as required.
1.1.a. material: polyethylene '`/i ' Adjacent Areas: The site is bounded on the north by 5. Contractor is fully responsible for maintaining all erosion control
1.1.6. color: OSHA orange Mallard Creek Drive and residential devices throughout construction.Devices shall be inspected by the
1.1.c, roll width: 48"(+/-0.25") II, .. housing,south IBM properties,east by Contractor after each rain and repaired as needed.
1.1,d. aperture size: and x td -3.75'x 1.75"(+/-0,257 IBM Drvie and west by Penninger
1.1.a. rib thickness: and&td -)y"(+/-Ns") Circle and residential housing. 6. Temporary stockpiles are not to be located in drainage ways.Maintain DETAIL REFERENCE TABLE A m PLAN VIEW OF ROOT TONE 2:1 maximum elope on all stockpiles.Any stockpiles near perimeter of 5,
1.1,f, unit tensile strength: md-100,33 n per strand/td-123.33 n per strand construction area must be wrapped in silt fence and stabilized
1,1,g. uv resistance: 2 year exposure resistance Soils: According to a map provided by the J1FTAll NAME 4}jFFT NUMBER kl
1.1.h. elongation at break: +50% Natural Resources Conservation Service immediately. F4
1.1.i. min,temp: -851 FOOT FOR EACH ETER dated March 12, 2020. The 7. All erosion control measures shall conform to the standards set forth Tree Protection Fence C3.1
1,1.j. max temp: 195'f MN IHK H'"esiKTrno�F°V1)e I predominate soils on the site oreIn the N.C.Sedimentationr Control Commissions"Rules and Reaulation0 Inlet Protection C3.2
2. Fence posts:
WX10 Cecil sandy clay loam(CeB2),2 to 8 for Erosion and Sediment Control"
2,1,a, Construction fence shall be supported every eight(8)feet on center with UreoTcuLTUT:vacs. RF percent slopes,moderately eroded, 8. My grading beyond the denuded limits shown on the plan is a p
sixty-inch metal poets. ION. c we SCRUB OR ucccc Cecil sandy clay loam(CeD2),8 to violation of the N.C.Rules and Regulations for Erosion and Sediment
r MULCH AT AREAS NOT
2.1.b. Posts shall be constructed of high-carbon steel with flanged leg section orGROWTH TREES LL BE CUT
cf eel WA1§ PROTECTED BY BUTTER_ 15 percent slopes,moderately eroded Control and is subject to a Rne(s),
flanged leg u-bar section.Post material thickness shall be not less that 1/8 r and Wilkes loam (Wks),4 to 8 9, Additional measures to control erosion and sediment may be d NOTE y
Inch,and shall not weight less than 2 pounds linear foot. Posts shall be ALLOWED GRADE. urvi. N - y require
g p per percent slopes. by a representative of the City of Charlotte Engineering Department, m
galvanized and painted oak:orange, 2,4•oicc Soo J. Bcu Its Standard Details as shown hereon are based NCDEQ and Cityof
2.1.c. Poets shall extend twelve 12 Inches belowgrade. o I i 10.Slopes shall be graded no steeper than 2:1.Fill elopes greater than upon
( ) OR
BiUSED M - Watershed: Yadkin Southeast CatawbaCharlotte requirements and are are shown for reference only. EMH&T
10'require adequatel terracing.iea
3. Fence material shall be attached to post with at least five(5)wire ties.Wire ties shall L. Q- ( does represent or warrant details listedwithin this note. '
be not less the 125 gauge. 11.the site burial pits require an on-site Demolition Landfill Permit from <
Receiving Stream: Mallard Creek Watershed ZoningAdministrator. O
3.1. The construction fence shall be at least four(4)feet high and be placed at least
six(6)feet away from the base of an tree to remain.Fifty percent of the area12.See erosion control details on sheets C3.1 &C3.2.
under the dripline shall be included within the temporary barrier. Critical Areas: Limit runoff to adjacent properties 13.Streets in front of the project shall be kept clean at all times or a
4. CRZ Critical Root Zone.Circular area around a tree equal to 1 toot of radius for CITY OF CHARLOTTE and limit the tracking of mud and wash station will be required. F
each 1 inch of DBH or the limit of the tree canopy whichever is greater. LAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL ,., dirt existing streams on site. 14.Sediment will be removed from behind the silt fence when is becomes CONSTRUCTION SEQUENCING
5, DBH -Diameter Brent Height.The trunk diameter measured 4.5 feet above the ground ! J HAPIAFI L. INCLUDES CHARLOTTE EN I a about 0.51 deep at the fence.The silt fence will be repaired as
at the trunk. Erosion and Sediment Control: Perimeter silt and tree protection necessary to maintain a barrier. 1. Obtain Grading/Erosion Control Plan Approval from the City of
6. ISA=International Society of Arboriculture fence and inlet protection will be Charlotte,
7. Exietln trees to remain shall be protected against unnecessarycutting; breakingor FOR LATE WINTER AND sa AMENDMENTS installed to man the runoff. 15.Additional measures to control erosion and sediment may be required
9 P 9O 98 by erosion control inspector. 2, Hold a pre-construction meeting with Erosion and Sediment
skinning of roots; skinning and bruising of bark; smothering by stockpiling of construction EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONr Disturbed areas will be temporarilyControl Inspector with the City of Charlotte Engineering
materials or excavated materials; excess foot or vehicular traffic or parking of vehicles AND z5o La/ACRE to-la-lo TERnuzFR and permanently stabilized throughout 16.All erosion and sediment control practices will be checked for stability
within the CRZ. REEDING MI ' pauLcy: construction activities, and operation following every runoff producing rainfall,but in no case Department and obtain grading permit. Failure to schedule such
B. Trees to remain chaff be protected with a fence.Place fence as close to the limits of RYE(GRAINICBE
-120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH leas than once every weak.Any needed repairswill be made meeting 48 hours prior to any land disturbing activity is is a
ANNUAL LESPEDEZA(KOBE)-50 LB/ACRE ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING VIOlation of Chapter 17 of the City Code and is subject to
CRZ as possible.Fencing shall remain in place and be secured In an upright position
oun ANNUAL LESPEOEu WHEN DURAnON TOOL Maintenance: The erosion and sediment controls Immediately to maintain all practices as designed.
during the entire construction period. a IEMPOFARY CO'vER Is NOT To Exraxo shall be maintained throughout 17.Grading more than one acre without an approved Erosion Control Plan fine(s).
9. Fence oats shall be metal U-channel posts,spaced a maximum of 6'-0"on-center. BEYOND JUNE) W9V+rrrvANrr: 9 3, Installation of silt fence,inlet protection,sediment retention rolls,
p poa EFETIPI IF GROWTH IS NOT FULL,ADEQUATE.RESEED,FERTILIZE AND MULCH IMMEDIATELY FOLLOWING construction activities based upon the is a violation of the N.C.Erosion Control Ordinance and is subject t0
Fence fabric shall be 4'high orange HOPE safety fence fabric.Secure fence fabric to ivArT C IMTFS: EROSION OR OTHER DAMAGE observations made during the required a fine. tree protection,and other meaenres as shown on plans,clearing
N.I-wet
posts with black plastic ties spaced at 12"vertically. site inspections. 18.All perimeter dikes,swales,ditches,perimeter elopes and all slopes only as necessary to install these devices.
10.Prune roots flush with the edge of the CRZ by cleanly cutting all roots over 1 Inch to s°B AM U°LIRMrR steeper than 3 horizontal to 1 vertical(3:1)shall be 4. Reference Landscape Plan by others for additional erosion and
the depth of the required excavation.Beyond the line of root pruning expose roots with a FOR SUMMER: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE P provided
P q YoW p 9 PSediment Fence:Accumulated sediment temporary or permanent stabilization with ground cover as soon as ift:mitse,.nt control meaeurea and sequencing.
hydro-vacuum or air-spade to the depth of the required excavation.Cleanly cut roots as SEEDING oiu,nr. AND 750 La/ACRE I0-10-10 FERTILIZER must be removed from the fence practicable,but in any event within 7 calendar days from the last 5. erosion control measures shall be inspected and maintained
close to excavation as possible. GERMAN MILLET-40 LB/ACRE WULOd: when the sediment reaches 34 the City of Charlotte standards at a minimum.Critical areas
11.Cut roots with sharp pruning instruments; do not break,tear,chop,or slant the cuts, (A s.-L-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WmI ASPHALT,NETTING,OR A MULCH above ground height of the fence. land-disturbing activities. h as around the existing pond must be inspected and
Do not use a backhoe or other equipment that rips,tears,or pulls roots.Do not paint sussmuTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USE°AS A MULCH ANCHORING 19.All other disturbed areas shall be provided temporary or permanent
Tool Undermined or overtopped fence must ntained at a higher frequency to avoid sediment release
cut root soda. RFmINr,MTFR: be d r replaced with a rock stabilization with ground cover as soon as practicable,but in any
12.Cover exposed roots with burlap and water regularly during construction.Cover exposed MAY I-Auc.1s MNNTFNANr,F checked m.o e avant within 14 calendar days from last land-disturbing activity.roots Wlth SOLI aB 9 Tee a8 08mpen rvs:vuIZE IF GROWN Is NOT FULLY ADEQUATE.RESEED.FERTILIZE AND MULCH IMMEDATELY FOLLOWING g a y grading exceeding One
P EROSION OR OTHER DAMAGE 20.A Gradin Plan must be submitted for n lot13,Prune branches of trees to compensate for root loss caused by damaging or cutting rootacre that was n t eviouslsystem or where construction equipment may damage lower branches.Do not removeSOILBMrnCocRS: inlet Protection Accumulated sediment o pr y approved.
more than 1/4 of the live foliage or branches.Prune trees according to ANSI A300(Part FOR FALL FOLLOW RECOMMENDATONS of SOIL TEED oR APPLY 2,DDo LB/ACRE GROUND AGRICULTURAL LIMESTONE must be removed from the fence 21.Diroctly pumping out a sediment basin is considered bypaeaing a
I).Cut branches with sharp pruning Instruments; do not break or chop.Do not apply SEEDING MIxn1RF: AND I.000 LB/ACRE 10-10-10 FERTILIZER surrounding the structure whenatormwater control facility,which Is a violation of Section IV(3)of
pruning paint to wounds.All pruning shall be performed by an ISA certified arborist. RYE(GRAIN)-120 La/ACRE MMlse: sediment reached)¢the above ground NPDES Permit NCGO10000 Stormwater Discharge Permit for
I4.Fertilize trees prior to root prunin A lication rate,method and anal is shall be APPLY 4.000 La/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCHheight !the fence. Inlet sediment Construction Acttvitiee. If any drainage of the sediment basin occurs9 pP Ya cFFnING DATK: CHORING Tod. DISK WITH BLADES SET NEARLY STRAIGHT uN BE usED As A MULCH ANCHORING bags shall be check and empties such as for maintenance of the basin or conversion to the
determined by an ISA certified arborist. AUG.Is-DEC 50 TOOL when Xi full of sediment, post-construction atormwater measure,the drainage must occur
RIEPNFRANDFREFERTIL12E DPMAGEO AREAS IMryrowyLT.TOPDRESS WITH 30 B/ACRE OF NITRco o IN through a silt base and discharged Ina non-erosive manner,
MARCH.IF R IS ECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEE°WRH $oIl$tabillZOdOn'$ceded a s eh011
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. be inspected upon rain events to
FOR ADDITIONAL INFORMATION,REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ESCPOM,SECTION 610 OPERATIONS THE KINDS nSUFO a S era not hi'r9 Ore( > Washed out areas shall be paired
RRTILiznrs.Etoo NT SKINDS OF EEDING SEED.AND THCIFICATIONS E RATES OF APPLI ATION EOF LIMESTONEP SEASONAL LIMRTILI E FOAND SEED�REFERR TO NCDENR ESCPDM SECT.0.11 AND and re-seeded.Temporary sediment
THE CHARLOTTE LANDSCIPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRrros. controls and/or erosion controlematting may need to be utilized ifCITY OF CHARLOTTE washout problems routinely occur. O z
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ONSITE CONCRETE WASHOUT
GROUND STABILIZATION AND MATERIALS HANDUNG PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE EMSITE CONCRETE WASHOUT STRUCTURE WITH LINER
THE NCG0I CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids.
mOTLRS vnx
:I111 :.
�qui �Cons feasible,or removeleakig eqipment from the ESIVEL hhErosion andSlane pproved by[he legatedauthority having jurisdiction.Alldetallsand specifications shown on this sheet 4, Collect ail spen[flultls,store In separate containers properly as '•-•'•-•' J / ASTAPLES O FILTRATION
hazardous waste(recycle when O 0 �E O T P.1 SOD UNDID
may not apply depending on site conditions and the delegated authority having jurisdiction. Ire Vc possible). lea �,J L ONIL \�\� .� .1 SIDE SLOP SOIL
S. Remove leaking vehicles and construction equipment from service until the problem dQ.PR� i4b '• O LJ SILT FE EEwB�TIC SRNDBO.GS<TYP.z IO1 /OI ITV./
has been corrected 'YdE !Rk•,e.w.••'�••^• .I,Qd®r 4 SiDESLO DR STIFLES „ yz5
SECTION E:GROUND STABILIZATION ''TT' INEVRIII ,,, s O� GO 'O' IO' q
Required Ground Stabilization TImeframs 6 Bring used fuels lubricants,coolants,hydraulic fluids and other petroleum products u m •/A AN iO/ O' " F�yg
to a recycling or disposal center that handles these materials. mrmsae>om•Mra 0 0 0 CO 0 �� m
Stabilize wkhb this �, i 0 O O E' I s _
Net Area DexrIpTHn many calendar Time!r•me variations nwa.SEW?r<remnm NOM mLyIvrr mrro•• ••A ��MPMT�v
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE B
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers.
(a)Perimeter dikes, 2. Provide a sufficient number and size of waste containers e,auto ter,trashOH STAPL D I.ACT
wales,ditches,and , Nonereceptacle)on s (s Ps CONCRETE1. on not
SEARLY EViCEB SIONGE CFf TIf1N A-A OR STAPLES 1.ACTUAL LOCATION DETFANIIED IN
Ire containers
at least 50fecti a and from stormC wastes. 1. Do pos discharge or ge concrete a cement slurry concrete the residue. WASHOUCONCRET
Ef tdTING DEVICE(IB'%24•NDN.J FIELD
perimeter slopes 3. Locate waste conainers at 50 feet awe drain inlets and surfacew IT L ACT, rCT100 B I en
V2. Dispose of,lirecycle settled, at an approved
accordance with local a RCTURL LOCATION DEIERNREO IN FIELD CONCRETE taT[NL DEVICE(IB'X24 VINO 2.THE CONCRETE WASHOUT
NAI
(b)High Quality Water waters unless no other alternatives are reasonably available. andstate solid waste regulations at ana
] Noneg pdancedhltry. I I B,THE MAINTAINED
OURS TIET IAUIO LRCS SHALL WASHOUT RwHEN EAcHoHREL SHALL BE TRIf1TI1505
(HOW)Zones 4. from upland areas
one nots that drain donor receive storm
substantialm drain,s rem oftI d 3. Manage washout the from mortaramixers ciatedaccte I with the be item and in BE IRIREACE➢ E sixu� LIQUID AD SADEQUA E
fromu land areas and does not Brain directly[aastorm drain,stream or wetland. addition place the mixer and associated materials on impervious CAPACITY.
REACHES)SXNOF THE HOLDING)TX OF A NININU
(c) Slopes Steeper than If slopes are 10'or less in length and are p o pervious barrier and within CTUREAs I p PROVIDE ADEQUATE
31. ] of steeper than 2:1,14 days are 5. Coverwas[e containers at the end of each workday and before storm events or lot perimeter silt fence. CAPACITY' HOLDING CAPACITY IIaNUN
allowed provide secondary containment.Re pair or replace damaged waste containers. 4. Ini[ail[emporary concrete washouts per local requirements,where appl[able,if an �� 3,COICRETE VASHOIT STRUCTLRE NEEDSD To BE PLAN a INCHES OF FREEBOARD.
y greater 6. Anchor all lightweight Items in waste containers Burin rims of high alternate method or your approve authority CLEARY NARKED Vint=NAGE Nor ENO ICE.
-]da s for slopes ter thang 8 product Is to be used,contact oneri for 3.COX:RETE WASHOUT STRIICTLRE Z
length and with slopes steeper than AD 7. Empty waste containers as needed to prevent overflow.Clean up Immediately if and approval.If local Standard details are not available,use of the two NEEDS 0 HE LLERRT NARKED WITH O
-7 days for ter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. SIGNKE NOTING DEVICE.
ys perimeter Dipose waste off-site at ana approved facility. 5. Do use concrete washouts for dewatering or storing defective curb or sidewalk
(e)slopes 3amOa 14 ditches,Penmattn slopes and HOW 9. Dispose ppdoye designated g BELOW GRA NOT T STRIICTURF ABOVE GRADE WASHOUT STRUCTURE
Zones 9. On business days,clean up and dispose of waste In waste containers. dicebng.ditthestoracdralnyltewion seoClwasuftm wtetbepumpwaite SCALE WIT TO SCALE ESL,
10 days for Falls Lake Watershed be pumped
to the storm drain system or surface waters.Liquid waste must =
-]days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE bepumped out and removed from project
le)Areas with slopes ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste Into storm drains,streams or wetlands. 6. Locate shownwasho Thatncts at ast en alternfeet atives
storm drain inlets and surface waters unless l[
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface can beshownthaof sworn otherdrainmaaves ars to the
wasytut which
coldimum,
there is zero slope waters unless no other alternatives are reasonably available. Install protection of storm drain Inletls)closest to[he washout which could receive
3. Contain liquidspills or overflow.
Note: stabilization
the permanent be converted
of construction activities,any areas with temporary wastes inbeled,controlled 7. Locate washouts in an easily accessible area,on levelG
ground stabilization shall be Converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entranceground and install estone srt¢ros •uAg.
pad In front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing S. Prevent the discharge of soaps,solvents,detergents and.her liquid wastesfrom approving authority. (.0 Fema/ei)
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project STEEL POW ,usx os speuc.c) II are, II
surface stable against accelerated erosion until permanent ground stabilization s achieved. L MEL POST ■ .EL POST
PORTABLE TOILETS limits Post sgnage on the washout itself to identify this location. KN..GLOW
GROUND STABILIZATION SPECIFICATION 9 Remove leavings from the washout when at approximately 7596 capacity tolmrt ,L� •
Stabilize the ground sufnclen[ly so that rain will not dislodge the roil.Use one of the 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events Replace the tarp,sand bags w°vw FIVER r°avc Hr ,�/yy s
p When
''•R• (wreoipapn
streams or wetlarable,nds providess ere isno alternative of pomreasonably avallable.racef SO foot wh i:•:•:iliiiI'-iOu*/.tl00gillii ,m vnac
techni ue nthe table below:
Omponems octurfuncltruc When u[Il zing alternative or proprietary
q s
:•ii'4'ti on a gra not attainable, nwith sand bags ortable toile[behind silt fence Or lace �'
.OVEN rn,LR FKmc ...+..':i .:::......;,.•••;•;.:.::.::•:.+o•:;:+,'S•,•:i:�C,`;:+....n.•..uv r, r n11, r-,rr ...;:.•.. :Yu:(ii'++••.•}:,•::•.}...•}.•i.+O+Yi.i::..hp.•.:d.♦.!d:I ti'y _ .,., ___
P P products,follow manufacturerslni[Yuttlons. + +�
r Ary SnMl n _-- r,nanMlm Mr. On Pad and surround with sand bees ..$f.:Y••.'+:••ii:x:::4:'YY:4Ian>. ..,t•ItX.'C .A Cjitil4 �, -r I IIPI.-II. f-11-11-,11�11-II-II-IIKI 11=11. --
10.At the completion on of the concrete work remove remaining leavings and dispose of .r,;.:,L,.,c�ry�.,.•.,..,q..+;[,d.yy,;:e:;,y::,[.•.,..;•yY .,..•ry:,+. - _ - _ _ _ _ -
flop« ',`'��;: o '... rLr-
•f<m rew ass seed covered with straw a °rent aaWea covered..wawu 2. Provide stakingor anchoring f X<• r•---3••:.:+::.:•'. .. +. .I} yr -IIATAI:-. .I0D..IF-11=11-11�11-:1111-1F1. 11- IcIL`.Il.n
o go portable during periods of high winds or in high in an approved disposal facility.Fill pit if applicable,and stabilize any disturbance _ a IIPII=11=.11'Ikll 11 11�1=11e11�11=.11=11=11vpp��`I. 11=11R1
tootles and ushers other menthes and Meld.. foot traffic areas. caused
G `°` IIGIIKII1 L!1�11 II II--1 1=11IEFAk1 II- IkITAT al p -
•HydroseednH nrtle fabrics such as penmaaentSel 3. Monitor portable toilets for leaking and caa5ea by removal of washout M=11=111 -AT'MIA-1 I 11=11P+11=11�In) )l= III-1111P I -
Rolled erosion controlpoem with or renfoncememm do to
of leaked and r H• ll�l LIAR"II11A1111�II�n 11 11 11 I 1 'lull II 11 11 1lle11 I't I IIPII-11'-- -.11=II=1pIKl IPII. :IIPI E'
mating U[Illzea licensed is hauierto remove leaking portable toilets relate II-110II.II.II II0II 11 II11-P-II 11-1 -=IIPI_ a.
• ANCHOR won
wit..temporary pass seed •Hydreseedng gPana p II�II-ll II II II=11 II 11 11 11-11=11 II 11 II II=11 IFITA
•Aesropnatey applied straw or other mulch •shrubs or other permanent with operating unit =11=11 II I II II-11=11 II:I II II=11 II II II II=11= II=11=.
plantings mvered HERBICIDES,PESTICIDES AND RODENTICIDES 11-II=11 II 11=11 1111111 II IIPII II=1
•Masticsheeting wilt mulch
cn 1. Store and apply herbicides,pesticides and rodenticides In accordance with label
a
MCMRL
uwo lrmat,evenly distributed
buted F cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erasion 1. Show stockpile locations on plans.Locate stockpile areas at least 2. Store herbicides,pesticides and redenticids In their original containers with the GFNFRAI Nnirs:• wOxru
Structural methods such as concrete,asphalt oa 50 feet away from storm drain Inlets,sediment basins,perimeter sediment controls label,which lists directions for use,Ingredients and first old steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably gre t WOVEN FILTER FABRIC BE
Relied controlpraaunswHh erns seed available. accidental poisoning. T 0
•R USED WHERE SILT FENCE Is TO MAIN FOR R PERIOD of
2. Protect stockpile with silt(Ante Installed Hong toe of slope with a minimum offset of 3. Do not stone herbicides,pesticides and rodenticides in areas where flooding is
E p possible or where the ill or leak Into wells,stormwater drains,ground water 3. DEL Pass sxR31 BE 5'-O'IN HEIGHT AND BE OF 3EF-FASDER ANGLE EbU
POLVACRYLAMIDES IPAMS)AND FIACCULANTS five feet from the toe of stockpile. Possi they spill LIWITFNANEE NOTPR GENERAL NOTES; NADJTENANFE NnTrs:
1. SelMetflocculants that are appropriate for the soils being exposed Burin point or surface water.if a spill occurs,clean area Immediately. q. SILT FENCE UP SLOPE AT RIc I. _
H 3. Provide stable stone access twhen feasible. _ T ENTER NCW MO HARDWARE CLOTH SN4L BE le INCHES HIGH CoB NO Era ShW y8E INSPECIEO of THEµ NCNUY RESPONSIBLE PA41Y Oft
selecting from the NC DM list olApproved PAM$/Flocculanes. 4. Stabilize stockpile within the tlmeframes provided on this sheet and in accordance 4. Do not stockpile these ana[erlalsonslte. T �ouR DnT LUsi Osus puRwc
prow SAFETY ram is REQUIRED AT BACK OF PROLONGED RAINFALL.ANY REvu 5 NEED 0 SHALLNFALL BE RWDEEWN qA IMMEDIATE, p.NPPROPT CLOTH ORS.BE MbPS 110 ro THE SIF.EI.VMO l SECURELY UBINO �a�`' D RUNFMI.MTuooec S MPTLY SHKL BE PISI mA T 100T.
2. Apply rflociceula^tsator before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization Is defined Ds FENCE
WHEN
mSmw BUFFER PRDLpp ROZATELoz Rs.wwowAAEaaN 51411E ERxCYm INAWwuVMOF 12 INCHES THE STONE.ALL AS REPucm PROMPRY AFTER ANY EVENT THAT HAS GLOOM
3. Apply flocculants at the concentrations specified in the NCOWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE bpira long NEMvxoft BUSTERS,
STREWS
VISUAL DENT CO OF IN LENGTH AND BKNFILLfD PROPERLY AS SHOWNAZ MOVE DETAIL 1000012E cIOr To RLMwm n.
DAMS/FlottulonN and in accordance with the manufacturer's Instructions. erosion on disturbed soils for temporary or Permanent control needs. 1. Create designated hazardous waste collection areas on site. O^'•^re•EsuLY SmsTwE AREAS. FOF WIE ABRIC shwFBEDREvuCEC PADunrLrH[autwCR rnuuxacxssARv.THE e M
4. Provide pondingdrea for containment of treated 5[ormweter before discharging g S. Ru NOT BE ONEAIFA E FAME K sm.Mon(tP GAUOE.1/<'SPKINO). 0,0 aNEM DEPoSOB 9HOUm BE RFMOlEO WHEN DEPOBITS REKH HAU THE NEIGM
2. Place hazardous waste containers under cover or In secondary containment MAN I/•ACRE PER IOU FT OF FENCE. .POSTS SHALL BE NO MORE THAN•FEET MART. E&RARER,REMOVED
9mIMD?DE,T.REMNNINO IN PAGE TiPir TIE SAi
offsite. ,��.� MwT o u EMOrtD SHALL BE DRESSED TO CONFORM i0 1HE IXISTND
S. Store flocculants in leak-proof containers that are keptunderstorm-resistant rover ! �? NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. EROSION N`ENGTHS CAN HOT EXCEED CAMERA SHOWN IN TABLE6.6.NORTH CRRaINA a 0E HEONNT OFF SHOULD BE L DEPOSITS REWRIING IN RACE X DRESSED SrTDLDN TO THE SITE EcOUNOUTLETS AT ANY POINTSMALL CM`ENTRATED FLOWS ARE ANTICIPATED AND AT THE
OWE.OUTLET AND SEEDED.
or surrounded by secondary contanment structures. '_. Environmental Quality D MP.AFTER THE NCHAOELT P`E"REc.IRED RNMO'LaE SEDIMENT
X DO NOT INSTALL SEDIMENT FENCE ACROSS SWUM.DITCHES,WATERWAYS OR OTHER
MEAL OF CONCENTMmD Row.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
PART III PART III PART III NOT TO SCALE NOT TO SCALE
SELF-INSPECTION,RECOROKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING • CITY OF CHARLOTTE • CITY OF CHARLOTTE SILT FENCE
SECTION A:SELF-INSPECTION SECTION B;RECORDKEEPING SECTION Cl REPORTING (mI LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE am.ND �/ LAND DEVELOPMENT STANDARDS OUTLET RE
Self-Inspections are required during normal business hours In accordance with the[able I.EBSC Man Documentation 1.Ouurrencesthat Must be Reported (7WBEATIL INCLUDES CHARLOTTE ETP (30.O6A 15 UEAaOdDTTE. INCLUDES CHARLOTTE OCT (30.O6C 15 d
below.When adverse weather or site conditions would cause the safety of the Inspection The approved MSC plan as well as any approved deviation shall be kept on the site.The Permit..io shall report the following occurrences: yy personnel toe in jeopardy, ith inspecinspetion.
lion may be delayed until the next businessday on approved EBSC plan must be kept up-to-date throughout the coverage under this permit Visible sediment deposition In a stream or wetland. e
which it is safe to perform the Inspection.In addition,when a storm event of equal to Or la) pos
greeter than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The followingitems pertaining[o the EBSC plan shall be kept on site and available for H7
Inspection at all times during normal business hours. NOTES
performed upon the commencement of the next business day.Any time when inspections .._ _. _ (b) 011 spills If: 1. INLET MAINTENANCE SHALL SE DOCUMENTED IN PROJECT LOG BOOK. GENERAL NOTES:
were delayed shall be noted in the Inspection Record. Itemtq Document -Documentation Requirements • They are 25 gallons or more, 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR I. UNIFORMLY GRADE A SHALLOW e�
(el Each EASC measure has been instal54 • The I than 25 II TO INSTALLATION. DEPRESSION APPROACHING THE Vy F
d .et I�AsuM nw,n.r rnwabn mane In end does not senillcantM tlevlatafromthe of approved
dsee each msC measure on.ropy • They less gallons but cannot be cleaned up within 24 hours, INLET. M ryr1A
I" pprovetl EASC plan or complete,date 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABIU2E0 AT THE T+ W
M euN «atIons,dimensions and relative elev[nons anal en an inspection report that lists each • They causesheen on surface waters(regardless of volume),or DIRECTION OF THE ENGINEER. ran r��j I�
o lm.Mina., «a ^ Wily comae eeuwe Sown on the approveaEASC PIen. Eas0�measure shown on the approved EASC • They are within 100 feet of surface waters(regardless of volume). 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE 2.INTO
5-FOOTO STEEL POSTS SURROUNDING FETH a•"➢ lay.
NLE THE SPACE
THE
¢6 IIC�I
v womrq holiday peed.end oo'ralvlduN tray rekml during
a sis docurneartratIOn IS repillred tallatan of the EASC measures the AND/OR CLOSE OUT OF GRADING PERMIT. INLET.SPACE POSTS EVENLY AROUND 4'MAX. I 0 a ya
O ...Jar wW+Me.record the rain measurement car mow un 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR THE PERIMETER OF THE INLET,A 9-GAUGE HARDWARE CLOTH PA Q
ton 1•^C ON wIII determine n e an.Hsmmon n sum ores are modified Aker lnnlal Ic) Releases of hazardous substances In excess of reportable quantities under Section 311 BASIS(NOT BE MORE THAN HALF FULL AT ANY TIME). MAXIMUM OF 4 FEET APART. (f"MESH OPENINGS) �•LTL /1
ma mu.
ea deal.he p m stirs no rusea other ra mall a•r Ins[NA•• nst FRAC n measure, of the Clean Water Act Ref:4p CFR 130.3 and 40 CFR 11].3 or Section 10
N
( ) 2of CERC1A 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
rr
N •
-um'me vmmmee may use,tome.rainmonlwzlns a•Ma
\ Ib1 ApM1ne of grading has Naen«mplerea. Initial and date ropy of the approved EBSC (Ref:40 CFR 302.0)or G.S.143-215.85. AS LONG AS STORM DRAINAGE IS NOT IMPEDED. 3.SURROUND ME POSTS WITH VASE V
O MOOD MESH HARDWARE CLOTH.SECURE
tan Or tom ran date z a Ibn
nu ea p yne neDe[
THE MIRE MESH i0 THE STEEL
zz
Marvrm Completion of 0
repgnrolntllotem p i Q�
d Anticipated bypasses one unanticipated bypasses.
POSTS. THE TOP MIDDLE AND y.I
I 1 p vpas p vpas U
!i�: its
...........................::
......:.. ..
n Rheas. BOTTOM.PLACING A -F
RA
2 OOT FLAP
NCDOT 5 OR 5]
and sultM1In la 3.Narne or tn..person perfuming Me inspernon, a
whwherm.m.,.n«wew<r.nn oc
N N a a iH R M
c Gro cover la bated and Installed OU E M E ESH UNDER THE U'
V III ftM1ea roved EBSC H WAS ED STON I 2'
^h^ GRAVEL FOR ANCHORING
IS
I'e Non with the conditions of this permit them end n /�
I.
In accordance tMapproved EB t an er heart or[he I�1 Nun orsSC complete, and sign 1)pNoncompliance p may a Initial
C RECOMMENDED. a
I(�-- H�I�
`oE.E.
INMprmwew uwv mop a Name the rmn Ma k ton Mmtelm. (E)n, report.indica.comp..with appro.TM maintenance and repair _...Complete,den and N an inspection report envbonmentc! haatl•Iabusel - .ATE _ __ PS C i E.z
d•a•es ae•c;z 1001
4.PLACE CLEAN GRAVEL(NC DOT N5 �IB'MIN. '�U
n wgenlsOO.1 end within Ea e 2 Reporting Timeharres one after Requirements zwwrsax �lir I'rtmAaFOR& OR jF$)$TONE)pN A 2:1 SLOPE •;•;•., ,;,;,,,,,,,,, •.,,.:; Wran froell EBx meesurea po ng Rpuremen s wsa,Z ;,i,g moth u OR A HEIGHT OF 18 I20 SL - ----sheen,%Mine or surned or Ewe ban performed After a psmRtee bewmes aware of an Ouurrence that must be reported,he shall contact3 went t 1.0 AROUND THE WIRE,AND SMOOTH TO `�z•nwn a^ M1e tie dner•t n the appropriate Division re Zonal office within thetimefrzmes antl In accordance with the AN EVEN GRADE. • UI••I h,.•IIEe�I`el Correciwe aubns owe been lakes mtMl are aanacow of d,e approved SAse Other requirements listed below.Occurrences outside normal business hours may also beOOQ yetg' 1i1 Pera^mrel tNtle W.F.,Men a mom oEBSC measures. an or complete,date and sign an inspectionreported to[he De Rment'i EnvironmentalEme Center N nt,pa BK OR NFAipD FfTsmW 3.ONCE THE CONTRIBUTING DRAINAGE
S.n atbna Va esedimenteava.Caen pMn Mtleme,•na aumenmrt vexMn•nkm t I
as...,,rat.oar eMee.,ea sedimentation is outside plan
Indicate completion of pa Emergency Personnel at OO) A.' IX ? N N F, O
T calendar days of then ovnn••n•a'remade, ( AREA HAS BEEN STABIUZEO,REMOVE NCDOT S OR 5) W
mdwrtnnz4 [Am envr•nnwr«nvomat+b Lae eMeM mmtmm�mkh corrective action.
8560368. ♦ pogo Lpppg ACCUMULATED SEDIMENT,AND WASHED STONE Dacn
macron sHUL a Puma soot THAT
In (�_y
Munoferen nuaceum n, _ _ ____ n le.NOT CwPLETELT OBSTRUCT STORM EBTABUIO FINAL GRADING "TA
y X. --- p Eort- efremes lAner Dscovm 1 - qulr - WATER ROW FROM ENTERING MA THE CURB ELEVATION. FILTERED O
mat neon om°rvron ma•mo,end doe of corrective ectmn•nsm me 2.Additional Documentation to be Kept an Site - rM n pPEU No ENSURE MOR[TwN IRS OP WAY.
xanm. onmmm..n omua.nmmnw rnsum In addition to the EASE plan documents above,the following items shall be kept on the lalvlsbesedment ORNnaa Mun,ao ors tar eectromc noneangn. ewe OPEMNO ism
site and available for Inspectors at MI times during l business hours,unless the deposition ins •Within)calendar fi.COMPACT IHEAREAPROPERLY AND
smucTm. 0 Z
I lnnnmmmaerM increased visible . Division Wovldesasite-s Inc exemption onto wream or dwsarepontha«ontalnsadescdpronq the D� STABILIZED IT MW GROUNDCOVER. ya OO
e emnom she `r pet pt qua she conditions that make wetland sediment salons taken to address me o„••mtn.aePn.ton. -� - 0
?o mans this requirement not Practical: Division staff may waive the requirement for a written report onoI
aroma Deurletlmme use ev cue basis. • p a ,� I I I I I I I I I w
d +^°�M°I (a) This General Permit as well as the Certificate Of Coverage,after It Is received. •If the stream 031di inn as'mpaned for sMlment O 1 111111111
I I I'I f I I O
L 11!Installadon or perimeter F related cause n a be required t0 perform additions C . ' N T\ mg..
N IelOwuna A'ItalumnaaaS -- - n -- () Inspections g previous twelve months The permittee shall rmnnnngn o0 ore srngent pram asf staff Is
I� `H/ aa/
o wbuunmnvM 1 b Records of ins Ions made Burin the � 1\ (,1 krsl
'O mem. tine record the required observations on the Inspection Record Farm provided by the determine lM requirements are needed to assure comp-ante \IT T� „- -.- --•• •-••. LLi W
p 1 v on mrndmabameML.vmmmem Division or a similar Inspection form that includes all the required elements.Use of with the federal o,Talr state lope red wanraronatonv - `�
N n^•tim electronically-available records In lieu of the required lb)Oil SOWS and •WttHR 44 keeps,an anal or elenrondre,flatten.The mtiilcation V
N tya paper roplls will be if e.of mall include about Me date,time,nature,valume and
anownroproWiaeegaahaaesaeneutniryastheham<apvrerorde. naW,md« ntemnmtMaannr,ekaae, SECTION
Bonn
«erramet nssra•cethtte,«OIRprvMK INSTALLATION
n been p,mdy mnmeregpNd
m tan<gmmemmawanmetrtnah<Ywn<prwbaaa 3.Documentation to be Retained for Three year: b per Into NOT TO SCALE
.mna,pn„roe Lro)1)above__.- NOT TO SCALE
n All data used to ompletetheeNOl and all Inspection records shall be maintained for a period I1 tad Arep feast yee)em ur�M of the ORO.HateO Nppwae.
NOTE:The rain Inspection resets the required)calendar daY lnspettbn requremem. of three years after project completion and made available upon request 140 CFR 122A11 eslKOR The h a wdMaM or M.ndcroana aeyend aF. Aft CITY OF CHARLOTTE CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL
v ) ted _ eurP --. WILE LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION �/ LAND DEVELOPMENT STANDARDS -qg h
P n b ARTII,SECTION G,ITEM 141 b SFR WId.R ;Ir report that as evaluation of the CHARLOTTE, (UAIpgyg•EE, INLET PROTECTION
E DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 3 11(II defk INCLUDES CHARLOTTE ETD 30,1513 INCLUDES CHARLOTTE 6T7 3D.09 1rW
E Lana -1 bypass.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down vilthe anexions •WImIR1<Wen.,*K.a relArd rher COMM..dewnmbnof t.
for maintenance or close out unless this is Infeasible.The circumstances in which it Is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit out noncompliance,and Its causes:the period of nonampllan<e, KEY/ANCHOR MATERIAL AT mow.ar ix i53
Non.surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may memM•, Including exact dabs and times,and II the nonumpilance MS rot TOP OF SLOPE. NPOES St L Discharge narmr CmuwAon Acrwn•INDDO,) -
a health Or the been corrected,the anticipated time noncomonaee is expected to NCDENRIOMNon of EnerW.M«rl and Lem Re•pwm a,•
•g�
la) The EBSC plan authority has been provided with documentation of the not-surface withdrawal and the spepmc time periods or conditions in which It will occur.The non-surface withdrawal CF ronrn•m14➢ continue antl steps taken or planned to reduce,eliminate,and 12"MIN. 9
shall not commence until the EBSCplan authority has Ru3.4LON)Ij wentraouurren<e of the noncompliance.fit.Do cItsn ra Az101B)' 15
o ry approved these items, Aase'snoasa Arim llis, a the noncoememce.awrilta 122.clone //,[ SPACING TYP!
Ib) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, pp �j STABILIZATION TIMEFRAMES a1 lE{
s•.ty-ae basic / F°'. a 6
J ill Dewa[ering discharges are treated with controls to minimize discharges of pollutants from stormwater that Is removed from the sediment basin.Examples of appropdaterontrolsinclude WWI.Aug.3,20111 99 JJJ
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, GENERAL NOTES: C
v 36"MIN.SPACING TIP.. / Y.
Id) Vegetated,upland of or designed stone is used the extent feasible at the aewalering treatmentdevicesdescribetllnitem([)above, 1. LAY BLANKETS LOOSELY AND b19 41 Qy$
lei Velocity dissipation devices such as check dams,sediment traps,and riprap are prowtletla[the discharge paints of all dewatering devices,and (NORTH CAROLINA 1l STAKE OR STAPLE TO MAINTAIN SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS gi
,R
(f) Sediment removed from the dewatering treatment devices described In Item(c)above is disposed of In a manner that does not cause deposition of sediment Into waters of the United States. � �i' ERVIfOnmBnfOl Qaa(tty DO NOT RECT OSTRETCH..MTH THE SOIL.
2. •DIMENSIONS SHOWN ARE Perimeter dikes,swales,tlltohes,alepea Taaya None
6 NCGO1 SELF INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 MINIMUM,MANUFACTURED
� REOURE EN$THAT HAVE
MUST ITONAL -
BE III
.-
U -_/ MET. 1110,711 High Quality Water(HOW)zones 7tlaye Nona
OVERLAP 3. SLOPE SURFACE SHALL BE FREE DATE
/` IN SLICE OF ROCKS,SOIL CLODS,STICKS,
GRASS.MAT C TS SHALL
HAVE GOOD SOIL CONTACT. May 4,2020
w //�/ A. THE DETAIL SHOWN 19 FOR SLOPE Slopes steeper then 3:1 Ttlays I^slopes are 10 or less In length and are
y , MATTING. FOR CHANNEL OR PIPE of steeper than 21 14 days are M IOWee.
OUTFACE MATTING SPECIFICATIONS.
-
//� PLEASE REFER TO NCESCPDN STANDARD N8.17 AND
II -0 'WATER TABLE MANUFACTURER'S GUIDELINES. ���_ Slopes Di or flatter 14 days T days for Mopes greater than 50'In length. SCALE
II,/ lrf=eon
,� All otherereae with elope flatter 4:1 14 days None,moire,for perimeters end HOW Zones.
NON-WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4'ABOVE SOURCE WATER,
i JOB NO.
\_
In ;tit'
CA \tinaun°Leon!/+.
i „'...9Mf, ``�Fl F,0' 2019-1335
s KEY/ANCHOR MATERIAL TO TOE OF SLOPE. NOTE Sw`, •• EVUJS °@�
NOT TO SCALE • ' MECHWMT ii _ sr
HAMBIETON& _
Standard Details as shown hereon are based upon NCDEQ TILTON,INC. tO - ' O4''7 = SHEET
CITY OF CHARLOTTE cE. i, •fie c : i =
and City of Charlotte roquiromente and are are shown for No.F-1016 yf
CITY
LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING DETAIL NO RW reference only. EMH&T does represent or warrant details = �^� =,C , 1�cq:' C3.2
'ci t:ILSOIEdPETE listed within this note. �'.+� .+r,r,' ."..., `\`
JNCLUDEB CNARLDTTE EfJ (30.20 1 •;AJ�`••''"p `N� ,,,,0
A'ymRllllty5a`` AIaIYIui�LL�o:`0��:

PLANT KEY 4S,
LARGE MATURING TRFFS BOTANICAL NAMF COMMON NAMF ME_ +0.5' _� SITE DATA GENERAL NOTES 12.Contractor is responsible to obtain the services of a utility LEGEND
location contractor to field locate all utilities,both private and
Project Name: 6800 Solectron Landscaping Compliance 1. Land Development Inspector to be given 24 hours notice prior to public, prior to commencement of work.Contractor is solely FOISTING
O 'ME+0.5' ME+0.5' Ezleting site Use: Industrial start of construction. responsible to maintain utility service and communication service 60'Tree Proximity
Acer freemanii 'Armstrong' Freeman Maple inProposed Site Use: Commercial(Office) 2. see Sheet C9.0 for Site Details. (internal and external)ae directed by owner.
Prop. 1.5'Tilt Out Project Address: 6800 Solectron Drive 3. All drivewayconnections to roadway shall be in strict accordance 13.All drives are to be duets. 30'Ught Pole Proximity
/\ 238 S.F. Curb&Gutter Parcel Acreage: 50.96 AC. with CDOT pecifications and Details. 14.All dimensions are from Face of curb unless otherwise noted.
1+J Liriodendron tulipifera Tulip Tree Parcel ID Number(.): 04711203&04711204 4. All proposed parking stalls shall be 9'wide unless otherwise 15.Alt Radii are 5' unless otherwise noted PROPOSED
\✓ noted.All proposed parking stall striping shall be 4"wide and 16.Fire access roads are required to be 20 feet wide all weather Curb&Gutter
/+, ME+0.5' ME+0.5' Prop.Drianage Flume Slts Zoning Existing: RE-2(Research District) white. surface,capable of withstanding a 80,0001b load,and maintain a -
{`+.''I 5. In rolling and hilly terrains,sweeping of the stone base and/or 14 toot vertical clearance for fire trunk. Sidewalk
Quercua phellos 'Hightower Willow Oak �� Building Setbacks: application of a tack coal ma be required near intersections. 17.All curbs shall be 18"(1.5')Tilt Out Curbs unless otherwise
�� These a qui 40'Tree Proximity
Front Setback: 150'from R/W requirements will be established by the Inspector and based noted. _ r�
/"\ Side Setback: 50' on field conditions. IS.All 30"(2.5')curbs shall be Tilt In Curbs unless otherwise noted. - 60'Tree Proximity Z
L`JJ Ulmus parvifolia 'Athena' Athena Elm 18 Rear Setback: 50' 6. Approval of this plan is not an authorization to grade adjacent 19.Anywhere asphalt and concrete meet,contractor shall construct a ME+0.5'x O
LANDSCAPE ISLAND W/FLUME DETAIL properties.When field conditions warrant off-site grading, turndown per detail on sheet C5.0. Match Existing Spot Elevation +0.5' 7
1•.10' Building Footprint Sloe: 3408,350 SF(Office)GFA permission must be obtained from the affected property owner.. 20.At concrete construction joints,contractor shall install the joint ii Standard Parking
SMALL MATURING TREES BOTANICAL NAME COMMON NAMF 7. In order to ensure proper drainage,keep a minimum of 0.5% per detail on Sheet C9.0. ®
Building Elevation: +34.5' slope on the tilt out curb and gutter. 21. asphalt construction joints,contractor shall install the joint per ADA Parking
"PO. 8. Subsurface drainage facilities may be required in the street detail on Sheet C9.0.
© Prunus x okame Okame Cherry �Q' Parking(Office: right-of-way it deemed necessary by the inspector, 22.See Architectural Plana by othersfor building specifications. _
9. All existingfacilities which conflict with the improvements under 23.See Landscaping in Plane b other for landscaping Limit of Disturbance
Required Min.: 1 Space/300 SF(Office) P P 9 Y ping specifications
ME+0.3' 408,350 300 •1 =1362 Spaces the scope of this Project must be relocated at the expense of within areas noted. p
( / ) P the Contractor. See Sheet C2.0&C2.1 For Existing Conditions Legend
(Min.) (Min.)(Min.) 1362+25%=1021 Spaces* 10.All Proposed Utilities are to be Underground.
Width Varies I 1 'ME+0.5' ME+0.5' Required11.Estimated Completion Date is December,2020.
ADA: 2%of Provided
Prop. 1.5'Tilt Out 1087+0.02=22
1 5% .2 Curb&Gutter DETAIL REFERENCE TABLE❑A ea
Existing (200%Max) 280 S.F. Provided: 1065 Standard Spaces r
__� EOP+05 22 ADA Saoges NOTE 1 DETAIL NAMF SFIFFT NUMRFR a
4 .r I I .11 n u I-1t�IL.1-0•Min. Total: 1087 Spaces* APPROVED o
11 1 1 1'•II II. N- 1. See sheet C4.1 for grading and landscaping notes. Landscape Island C4.0
II II 11�..11 �i n n:=n n. = *Allowable 25%parking reduction per section 12.202(2)of the By scarmstrong at 5:01 pm,May 28,2020 m
Landscape Island W/Flume C4.0 0:
II II II II .11 1 1 .1: ME+0.5' ME+0.5' Charlotte Code 4
2:1 Cut Max. ADA Parking C9.0
3:1 Fill Max.
2.5'Curb&Gutter C9.0
TYPICAL ROADWAY SECTION Concrete Sidewalk C9.0
LANDSCAPE ISLAND DETAIL
AA 1•- 10'
7;, \ \\ "F I--I I t/7 ' ' 1 / P P. Landscape Island To Be �"
T �\ _i I F+- I I it �I �l-r, , IF ^ _o. Modified For Fire Access Routing \ =-`....
....
\ t 11 \ / yr•Y� 'i
do , dx + t
\ 4
\ L.
, 11
\ 1 SHEET C4.1 .
��� r ��� �� s �sr r ■ des �� ■ s�M s M�CII LINE SEE T I� Wi lb1 ,`s o� * s wrr� s s rrr11 s s �w s s s s ss� .� s�r� s s"�s� s ■ ''''::,
..,f -• , \\ \ - \ �J t u
• \ \ \ .
'a ,,r`'IP 3r� -C '7-./Z, I,, I ' f �-.1.)('� _2,, �, I .,t,-e 1,I (,>. / �..•N ' 1 1�'�
\ b •�'hr .s"* a1r \1 ao ) \p - r n Strip n9 / / ,-, \
J( Pro ADA P k g i � j
\ V ° ter >1 -4r. L`
,
"
ti
N
I
y - j s
i ~ - � \
10.
. C. _ ,. „ _„,.�p� �._ ' '��\ Ez Tree C ver 60 (tYP)
Future Site I l- I Prop.TreeCover 60' t
Irt•' l..`�7'lW •~J� / mprovementa and Landscaping �-� _ 1 �._.� }> �t `
/ In This Area By Separate Plan .r \;' /j � _ \ -
1 Prop. 25'Curb&Gutter(typ)Q / j� / , �� A _ C
1
ff ,�
r Prop Concrete sdewolk(tyP)Q' Class B Buffer \ 1•- / ---� 71..y __ G+
) (75'or 56.25'with fence) -,_p 1 / '- �°( i` Ord W
Setback J F ok A
71)
a Al A Y / '/, 1 C li' I U Z
1 Ex Z°3I ) \ r' - . I Tree Cover tramrr'S-- a �� Tr L 60P) OW.'
V
a.
' ,iri T ly '� i�'V -Prap Lgnt Pole •- w CI
n
1 i Hod ao Rvp) C) W Z
�- \ Ex.Tree Cover From - \-
° I ^� 150' Setback Tree Line 60'(typ) / - d 1 1
F
r�: > 'N I -` ') 10 aT i / �- -�
)
o� ^- ..,•„•� • Pro Hose halve Connection // � V - -j .7_1 Q7-� C
s ° (' �} p sea MEP Plans _,, , •'' - / '. ..
' )), \\ ( -11 /,=t7) (r' 1 ,, 7-
\ /
tl = ,, Tom -, -t/ A , \
'ii / 1L 4 Extent of Civil Scope In This Area Is To `' ----l' 1 - ( ,
L Provide Tree Plantings at Intervals Necessary c -/\ _- v I I / ))\ For The Required Parking Lot Coverage. j'\ _ _--)vI -'' / - c� 11.!
' y RemainingSite improvements BySeparate Plan \ \_ /'( -(�' \ ' rT b gp g
m I:, // / °'�� ��� / �--�\ P //- / '^\\• /'-\\ \ _-----' Futara sta Improvement _:T. \ ?;J�\___�// �___ �88
© and Laneaaa igli811
/
. ,) - / / -"),-„
7 O n rna Area By separate Plan Piny �/ �
4
/, L L� Y \ / �� Prop Light Pole Radii 30'(typ) J E T Cover Fram J liii
.i '� I � T s3 `__r in m Tree Line 60' (typ) ' V m-r'/ r'r�4.
�
Ell
I -,_�.� / f - //`�- ( I ��m, ' ''t---Prop Landscap g Island W/Flume
„i ✓ f
I '
�i 1 I '' 'v Class
sers(with fans �� ',Ai,.
_ - _ ''
50' Setback a � '' ! L 1 ,r
���` - �° I\ j\ 50 Setback - �� GRAPHIC SCALE May 4,2020
y�r
/ � . 0 30 60 120
` �:`A Prop. Landscaping Island W/Flume � (.(--1-:
� -Prop-.
, - � _ -'---' '---_ / I l
I �rr(-11 ' I '^ r. �� l Prop.Tre Cover 40' (tyP) -_: -.
o xs. h 1 r _ / 7 SCALE
` .` i V.' ) ` y-`� �� l - � C / ,..y° l inch=80 feet
�� ( I _ � �i..y Ex.Tree Cover 60' (typ) 1"=60'
- ' 'A\ s`y,", \ �\� I J� � ram,• '�' ...- �.
1 'tv� \
._r- \ /� `�\ + °\\ I ,/ `Prop.Tree Cover 60'(typ) \/, _ ."r. F '_-.. \. -�
92 1a\ y�\ �� \ ". / mr AMINO.
I .. )� I , c y r__s Y> - tF\ RL!r, 2019-1335
I 1 ti / / ,{,�,,CAR,(,,,}},,.,/ 'o S/Cy! '-,
j \ 'n ,\ , ,P `J, �'-J' ...\. \ `�•'`;\**,•EVANs,,",.:4''- _e C E
I 1 1 Y, - '� /. �. MECIIWPRT c _ SF
I/ e T Cover From \\\ / f 5.' HAMBIETON&•i _ = 0 3
Y s21EET
u; I ,. Tree Line so' ftYP)�� y, / - j.. o' .. =�4:• TILTON,INC. �; s pjtiai
n .,.,• �`�._...t�t �1 % �.� \ iSr,+,No.F-1016 %C'• KL.R:`�
YF`pp_p Y
_ ��� r` X� /' � �'rr,,u„n�,uao��` "uunmm7no

GRADING NOTES 14.No soil disturbance or compaction.construction materials,traffic. CITY OF CHARLOTTE NOTES http://charlottenc.gov/Id then click Trees. LANDSCAPE NOTES LEGEND
trenching,or other land disturbing activity shall be permitted beyond Utility Issues
1. Existing Topographic Information shown's based upon a field survey limits of disturbance. Charlotte Urban Forestry-Tree Planting and Preservation Requirements 14. If any utility is being installed in or near any required tree(s)or 1 Any alterations to tree save areas must be accomplished without EXISTING
performed by EMI-AT March,2020 supplemental GIS data beyond the 15.Contractor to coordinate all curb and street grades in roadway with (updated 10/10/16) Tree Sava Area(s),call Urban Forestry Specialist to resolve PRIOR to mechanized equipment. ---- 60'Tree Proximity
noted Fleld Run Topo Limits.Contractor to verify Existing Topography the City of Charlotte inspector. Plant Material utilityinstallation. 2. ATTFNTION LANDSCAPE CONTRACTOR: Notify Cityof Charlotte Urban
in areas beyond field run topographic information.Any discrepancies 16.Approval of this plan is not an authorization to grade adjacent 1. Minimum tree size t planting s 2"cali er and 8'tall for 15. La y 30' Light Pole Proximity
should be noted and brought to the attention of the o properties.When field conditions warrant off-site grading,written ° P 9' P Large maturing trees may not be planted within 25'of overhead Forester(704-336-4330)of any sign,power line,or other conflicts
g owner(s) single-stem trees.All multi-stem plants must be tree power distribution or transmission lines. BEFORE planting new City required trees.
representative. permission must be obtained from affected property owners. form, m m 3 to 5 trunks,and 16. If trees conflict with an utilities or signs;call Urban Forester to 3. Prior to installation,the LANDSCAPE CONTRACTOR shall inspect the PROPOSED
2. Contractor to ensure all existing pavement grades within proposed 17.All cut slopes are to be 2:1 maximum grade,unless otherwise noted axim y g mapec
ADA parking and sidewalks is less than 2%and meets current ADA in plans and details. minimum 10'tall.Where 3"single-stem caliper trees are resolve BEFORE planting. general site conditions and verify the subgrade,elevations,utility Curb&Gutter
standards. 18.In order to ensure proper drainage,keep a minimum of 0.5%slope specified/required the minimum height shall be 10'tall,if 17. Adjust tree planting locations to ovoid existing underground utilities. locations and topsoil provided by general contractor.The LANDSCAPE
3. Contractor to verify existing des and notify the En on curb. multi-stern trees are specified then they shall be a minimum of 12' Plant 15'from all underground utilities. CONTRACTOR shall notify the GENERAL CONTRACTOR of any Sidewalk
any g grades o y Engineer of any 19.Contractor to maintain ADA slopes all accessible paths.See"ADA tall. 18. No light poles,utilities or transformers can be installed in tree unsatisfactory conditions and work shall not proceed until such - - 40'Tree Proximity
discrepancies. Pa P° Y
4. Contractor shall be responsible for all coordination and placement of Accessible Route Instructions to Contractor"notes below. 2. All new trees must have straight trunks with strong central leaders islands. conditions have been corrected and are acceptable to the landscape _ -
control features on site for the proposed improvements. 20.The contractor shall blend n earthwork smooth) to transition back intact to the top of the crown unless multi-stem trees a 19. Commercial scale lighting(> 15'in height)must be a minimum
contractor. 60'Tree Proximity
5. All Spot Elevations are to back of curb unless otherwise noted. to existing grade,including an y specified. q typical species and distance of 30'from a tree. Pedestrian scale lighting 5 15'in 4. The LANDSCAPE CONTRACTOR is responsible for having all O
f d.All required trees shall be cal of their Match Existing Spot Elevation +0.5'
9 t ( ME+0.5'x po p 9 9 9 y grading work performed in the have normal growth habits,have well-developed branches,be height)must be o minimum distance of 15'from a tree.Show site underground disturbing loaded and clearly painted within 10 does repairs
9 P° h
6. All contours and spot elevation reflect finished grades unless otherwise right-of-way. vigorous g p 9 ) anyground activity.Owner will not pay for utilitylj
noted. 21.Sediment and erosion control measures shall be maintained and have fibrous root systems.Trees with major girdling lighting on landscape plan. y' p°1 Standard Parking
roots will NOT be accepted. Trees with co-dominant branching ill Tree Save and Preservation The to failDSCAe to NTR and observe utility W
7. The contractor shall immediately report to owner any discrepancies throughout this development as indicated on Sheets C3.1 &C3.2. p 9 5. The LANDSCAPE CONTRACTOR shall be responsible for the quantity of ADA Parking F4
NOT b
found between actual field conditions and construction documents and be accepted.Trees that have been sheared,topped or cut back 20. Tree protection must be installed and verified by Urban Forestry
shall wait for instruction prior to proceeding. ADA ACCESSIBLE ROUTE INSTRUCTIONS TO CONTRACTOR to multiply the branching structure will NOT be accepted.Trees shall prior to starting ANY construction activity. plants shown on plan.Any discrepancies between quantities on the
8. Limits of clearing shown on grading plan are based upon the Contractors shall exercise appropriate care and precision in construction be free of abrasions,damage,disease, pests and cracks.All pruning 21. Show tree protection and trees save areas on erosion control, plan and the plant schedule shall be brought to the attention of the Landscape
-
approximote cut and fill slope limits,or other gradingcomponents indicated on this sheet.These components, cuts greater than M inch diameter shall have callus tissue formed grading and landscapeplan sheets, Landscape Architect and any field Tao adjustments en quantity Limit of Disturbance
s p requirements. of ADA accessible c m p D adjustments must be authorized p to planting. o
9. The contractor shall ensure positive drainageso that runoff will drain constructed,must comply with State and Federal accessibilityrules prior to planting.No pruning cut on the trunk shall be more than 22. Commercial tree save a must be recorded on a final plat with �
one-half the diameter of the central leader at the heighto 8. All pants shall meet or:exceed standards set in THE Aplants N
by gravity flow a w avement area to new or existing an regulations.space,
public
c transp along the a ion o route in travel ^ where the the Mecklenburg County Register b Deeds before Urban Forestry STANDARD FOR NURSERY STOCK,ANSI d sizes 2spec All loots shall See Sheet C2.0&C2.1 For Existing Conditions Legend
drainage inlets shall en overland. from parking a co, colic transportation, dasteral access,inter-building in cut was made.Root flares shall located at grade.Trees with holds an t released.rA 10' build zone around tree save areas
g F° p a P° h more than 2"of soil coveringthe root ball flsche or exceed the measurements and specified in the
10.There shall be no standing water before permanent seeding/topsoil access, t points in tee req building entrance/egress,shall comply with /are from will NOT be must Save referenced shall the plat. schedule. Si
placement of parcel. ADA&State building code requirements.These include,but are not accepted(CLDS.40.09). 23. Tree Areas be free of invasive plant species. If an area 7, The LANDSCAPE CONTRACTOR may slightly field adjust plant locations DETAIL REFERENCE TABLE A ❑
11.Fill shall be placed in accordance with the City of Chariotte limited to the following: 3. Size of required plants,spread of roots and size li balls shall be in proposed for tree savecontains invasive plant species at time of ecessary to avoid utilities.
Specifications.The placement of fill shall not encroach within any Parking spaces and parking aisles-slope shall not exceed 2.0%in any accordance with ANSI Z60.1 (latest edition)as published by the proposal,such invasive plant species shall be removed prior to final 8. All finished planting beds shall be graded to provide positive
existing drainage ditches or awales.Fill slopes shall not exceed 2:1 direction. American Nursery&Landscape Association,except where CO. drainage. DIAL NAME SHFFT NUMBER F
(horizontal to vertical),slopes exceeding 3:1 (horizontal to vertical) Curb ramon-slope shall not exceed 8.3%for a maximum of six(6) specified/authorized by Urban Forestry. 24. The areaof any easements(water, sewer,utility,etc.)can NOT be 9. Install all plants in accordance with planting details and Landscape Island C4.0 q
shall be placed in accordance with the recommendations provided byfeet. 4. All required trees of a particular and v shall be uniform counted the tree save requirement.
q species variety All lantin inthe be tiled
and
Development Standards.
a registered ter placI Consultant.Fille embankmentsrynot shall be formedlandings r shall be provided at each end. of ramps,shall provide io in size and configuration.nrbn25. Any zeoes to trns save areas must be accomplished without 10. mix
planting beds to depth
hillof and backfilled ndi prepared planting B
of suitable material placed in successive layers not to exceed more positive drainage,and shall not exceed 2.0%slope in any direction. 5. Perimeter trees in urban zones shall be 3"in caliper and be free of mechanized equipment mix to o minimum depth of 12 inches.All individually planted trees
than six(6)Inches in depth for the full width of the cross-section, Path of travel olona accessible route-shall provide a 36 inch orbranches up to 6'from the top of root crown(ball). 26. No structure will be allowed within 10'of tree save areas unless and shrubs to be backfilled with prepared planting ma.Prepared 5
including the width of the slope area.No stumps,trees,brush,rubbish greater unobstructed width of travel, (car overhangs cannot reduce this 8. A minimumof 50%of new trees must be native species,and sites approved by Urban Forestry. planting mix shall be mixed onsite and consist of one part topsoil, NOTE
or other unsuitable materials or substances shall be placed in the minimum width),the slope shall be no greater than 5.0%in the direction with more than 20 trees required will have to install multiple or 27. All trees on public property are protected and removal must be onepart soil amendment,one Topsoil:qui p (3part soil from excavation. is I:
embankment.Each successive six(8)Inch layer shall be thoroughly of travel,and shall not exceed 2.0R in cross slope. more)species pursuant to the Tree Ordinance Guidelines. permitted by the city preprint(704)336-4262. ASTM D5268,ph range of 5.5 to 7,min.4 percent organic material, 1. See sheet C4.0 for site data and general notes.
compacted by the sheepsfoot tamping roller,10-ton power roller, Doerways-shall have a"level"landing areaon the exterior side up the 7. 75%of required trees must be large mature species except in 28. Contact Urban Forestry Specialist PRIOR to any craneset-up, free of stones 1 inch and larger.Soil amendment:Source separated
pneumatic-tired roller,or other methods approved by the door that is sloped no more than 2.0%for positive drainage. This situations with overhead power line conflicts. machinery operation or temporary building erection that may impact yard waste compost from compost facility meeting the requirements
Town/County Engineer.Embankments over and around all pipe culverts landing area shall be no less than 60 inches(5 feet)long,except where Planting Requirements Charlotte Tree Ordinance protected trees or tree save areas, of North Carolina Administrative Code,Title 15A,provisions for solid
shall be of select material,placed and thoroughly tamped and otherwise permitted by ADA standards for alternative doorway opening 8. See CLDS 40.01 &40.09(on plan)for detailed tree planting including trees located in street right of way.Impacts may include waste compost facilities.Call City of Charlotte Urban Forester
compacted as directed by the Town/County Engineer or his conditions(see ICC/ANSI A117.1-2003 and other references incorporated requirements. but are not limited to:encroaching within tree drip-lines,excavation, (704-336-4330)for an inspection of soil BEFORE planting. TREE ORDINANCE DATA
representative. by code). 9. Plastic hose ports will NOT be accepted for tree staking.See CLDS soil compaction,tree trimming,erecting and dismantling of 11. Raised beds,including mulch,shall be no higher than 6 inches
12.Contractor shell utilize temporary end of pipes and temporary pipes Contractor to warp existing asphalt as necessary to ensure slopes a 40.01 for approved staking method/materials. construction cranes. above adjacent grade.
where necessaryto ensure that all stormwater drains 'a diverted to (see ) ensure no pondin 10. All strapping, General 12. Mulch a minimum 4 foot area around each tree and planting beds PERme er TREE hall) b TENT
9e ADA accessible s note this sheet.Contractor shall e g Aping,and tap 1/3 of wire basket and burlap meat be cut 29, Submit d CO hold release form at htt mini re D° 9 Perimeter trees shall be required along IBM Drive with any
storm sewer&routed through basins. occurs due to pavement modifications. away and removed from root ball when planting. required
/ P://charlottene.gov/Id with hardwood bark much.It shall�e free of twigs, leaves,disease, development of Parcel 04711204. Quantity and size of trees shall
13.Existing a and Proposed contours are at one foot intervals 11. For newplanting areas,remove all for on inspection tion of tree protection/planting areas,a minimum of 5 pest or other material unsightly or injurious to plants.Average
p g a pavement,gravel sub-base and be'n compliance with the City of Charlotte Tree Ordinance.
days before the CO/hold release is needed. applied thickness shall be 3"depth. Mulch hedges in a continuous
construction debris;remove compacted soil and add 18"new topsoil, bed. 1NTERMI TRFF RFOUIREMENTS
or till and amend the top 18"of existing soil to meet 30. Visit City of Charlotte's Land Development website for additional One tree per 10,000 sq.ft.of impervious area or faction thereof.
topsoil/plantingi standards for trees minimum area information and urban forestry requirements:http://charlottenc.gov/Id 13. Lawn areas to be backfilled with topsoil to a minimum settled parking p aeproposed tree and 60
m (within entire m ' then click Trees. g thickness of 8 Inches. All arkin spaces to be within 40 feet of
of 274 square feet). 14. Seed all areas within contract limits that are not covered by paving, feet of an existing tree. Minimum landscape area a a percentage
PLANT SCHEDULE 12. Trees planted on public property will need approval from the City buildings or planting beds unless otherwise noted.Seeding or of entire site is 10%for new sites and 5%for renovated sites. Tree
Arborist and/or NCDOT. sodding shall not begin until area has received to islands to be a minimum of 274 sq.ft.for large nmaturing trees and
an/ g gi topsoil and finished 00 sq.ft.for small maturing trees.
LARGE MATURING TREES QTY BOTANICAL NAME COMMON NAME SIZE CONDITION 13. Review soil requirements in the Tree Ordinance Guidelines at: grade.
Calculations:
15. Bed edge shall be smooth,consistent,hand trenched 6"deep and Total Site Area(Entire Site) =t2.219.600 sq.ft.
"V"shaped unless otherwise noted.All excavated material shall be Landscape Area Required=3110,980 sq.ft.
removed from the bed edge and planting bed.
20 Ace freemanii 'Armstrong' Freeman Maple 2"Cal. 8' Ht. Min. B&B Landscape Area Provided=f1,187,143 sq.ft.
16. All trees,shrubs,groulizer ,co and lawns to be fertilized with° Impervious Area =±1,032,457 sq.sff
APPROVEDcommercial grade fertilizer consisting of fast and slow release Internal Trees Required = 103 (e)
t.
/� nitrogen. Internal Trees Provided = 114 trees
L+J 4 Liriodendron tulipifera Tulip Tree 2"Cal. 8' Ht. Min. B&B as noted. 17. Compositionmeiland applicationi trecommendations rote fertilizer a qualified be sufficientoil to •75%of internal trees required must treese large maturing trees.
W Byscarmstron at 5:01pm,May28,2020 amend soil according to of a soil testing Required =77 trees
9 Mature Trees
agency.Submit teat results and amendment recommendations to Mature Trees Provided = 106 f
��"J� Owner.Fertilizer shall be in I dry granular form for lawns and
5 Quercus phellos 'Hightower' Willow Oak 2"Cal. 8' Ht. Min. B&B granular or tablet form for plants. TREE SAVE AMFAILS4LRFOUIRFMFNTS
18. Any item or areas damaged during construction shall be repaired or A minimum 15 percent of the overall commercial site must be
replaced to its original condition at the contractor expense. preserved as tree save area(Unless the site falls under one of the
12 Ulmus parvifolia 'Athena' Athena Elm 2"Cal. 8' Ht. Min. B&B If there is no curb,add wheel stop 19. The LANDSCAPE CONTRACTOR shall thoroughly water all plants at exceptions).
time of installation d as needed until project acceptance by Site Zoning:RE-2; Wedge,Corridor(transit),Center:N/A
in front of treesto protect from Owner. LANDSCAPE CONTRACTOR shall guarantee all plants installed Calculations: Total Site Area(Entire Site) =50.96(±2,219,600)
SMALL MATURING TREES O BOTANICAL NAME COMMON NAMF SIZE CONDITION parking vehicles. for one(1)full year from date of acceptance by the Owner.All acres(sq.ft) C
plants shall be alive and at a vigorous rate of growth at the end Total Tree Save Area =9.12(±397,267)acres '4.
L of theguarantee period. (sq ft.)
�+ 8 Prunes x okame Okame Cherry 8' Ht B&B Percent;Tree SaveArea = 17.9%Option A a z
Fis
- .' ,.�"^ '.:�.:.� 6 .. .fq"£;.: - s requiredNal ngifP public roadway. / F ►a
•�.. n
itil
\ ., g a y, �� , _` Interior Parking lands to meet code.
--/ l \-. ` f} Prop Lnndscape Island T B " Tom' \��.x-
Must be at least Modified F r Fre Access Routing"
ca a kin s
e 274 SF in size. y-, ^,-_.-. !'" I A
r ' `' 's# T N - - /
\,, _ `-' "' _ .. I l�-ProP(YP)e Cover `L
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GRAPHIC SCALE Y
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j / j-.. ,% A 1 roes=60 rest -
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\ `_ / pied For Fire Access Routing
JOB NO.
a \ \ /. \ \. ' \ �-._ rep/
_� i � � � V v, �'Cr�Or PO 22 2019.1335
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LEGEND
PROPOSED
—— Hose Pull
r..............1 Natural/Tree Save Area
-
\ l F-777
Protected Stream Buffer
�O (3.6 AC.) O
\ ti\L�" - ® Fire Department Connection uD
_\ C) " .-
GgU\0N _, / " ® Fire Hydrant
f ,, Fire Service SERVaICE&ACCESS NOTES
/ A P+ ��-� _ _ 1 anobstrpua ads width access roods shall have an
t .., , . t dth of t less than 20 C
/'`• ' �.\ 2 feet and an unobstructed vertical
, r clearance of not less than 14 feet.This
shall Include multi-family properties and 5
on-street
privately-maintained streets;
\ "' \ - residential communities with a
' \ parking shall be Prohibited unless the y
minimum 20 feet width can be established <
\, and maintained.
i _ ti�,,�� FIRE TRUCK PROFILE
J�AT-- — 1 (n1,. .. 47.58
'.
-- a c-1 r.. .\ \ -c.'\ , i�o�l
---- 4
.. ' ('--,,,-) \ .
a
� � ; f i \ n�/ A 6.58 COC_FIRE 21.00
n1. \,e ,J l ( feet
❑ C\ Trc :8.00
600
fo t \ 'x Track
\ \•\q ' 0 ❑ " . c F Lock to Lock Time :6.0
s7
❑ \ �\ Steering Angle :33.3
\ \\•\ i 7 r. \ y hf� \ 0 ❑ \ Stream Ct `• - .. -,`:
\ A , v 50' Post Construction ifer
\ \ t )
� ( ❑ ❑
(GIS
re \ \ C3 / /
\. 0 C3 , , / =,',.:.- 1 -,,
_ \ W�, )� Fire Department Connection (typ) - ,P E.Z,t I�l a
a \ \ Z Jam,. . ,�`' Ex. f`Hydrant(typ) Z a A/
, \ �� %'.. g / \\ *1 Pro Tree Save Natural Area / YU E.
�►� A p. d
F,,1 ' \ V' \ �. r' %t9 o ��J- A (0.55 AC) / o z Z
\ r,;' •—�'"ex� e Ear Pde.;t,m ry F re Access 1 O\ . . . . .•
O
�0
a ) "T 1 •i J Prep.Fire Hose Pull f - -\' I� �` i _... i' ' 3 '�, - O g
{ ifrP
istance From
to
N - HoseBuilding ORepreeents Existing s Conditions '•" I, -•--.• U
\
k -•...., I 1 4L L Address: 6800 Solectron Drive 4. ,{.•)f
s / t PN: 04711203 `" 1
II't {'1�4" crap.Tree Save/NaturalI Area ::::: �.
, ._ (See MEP Plans I, _
� ) Pro Hoee VaNa Connection
lly
(S
ion
E • / \VI --- •• Jodi Post s a ffeFat
' �1 - - �J111 Prop Fire Hose Pull "•'al..• / )1\\ till
� S (1l1 From Fire Truck(typ) I `4 f \ g o V EE
' Prop.Tree Save/Natural Areo // j r�3�' I ') ft, ,. \ 3
1 �- ^ it - \ \ n
„ •...-...•. - ,s,f5,b, -______._,___ A El i i!I
_ r. ® a, ,fib\� ,� oli . i
•• \- ) \ ❑ ❑ -�/��_ 1 Prop Protected Stream Buffer Area 0. - , �'�
- Prop. Natural/Tree Save Area C:k - '( •)
` \ `w (• .� \ i� _� \ DATE
�S 1".j 1, ,.�
}. ^ GRAPHIC SCALE May a, o
® \: J - . . . . . . . . . . /V � (" ) 1 "(� o ea too 206
l`�°-� 100 Post Construction \ " ,
\ !•.'. .'.' Undisturbed Buffer •.... /i hl� ( f(� /'
SCALE
a p . . j 35'Water Quality Prop.Tree Save/Natural Area �-- 1inch=100 feet
M .. (S.W.LM.) Buffer \v '.• 1"=100'
o • • (GIS) 0� ..".".•_'.'. (227 AC.)
IT''.
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. o �QMECHWART •,� - Y
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1 - C 1 -oCfiT••. �1 � r o
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• \ - r , ."...... ,.;,,, th OF A•' vo •�gmm�lnloto

NOTES
I. REMOVE WIRE AND NYLON Tw1NE FROM BALL AND CANOPY. tJ
Z. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. / / --- = Full Depth Clean SaWcut
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W.OR UPON � /� Crock Seal 6"
REQUEST OF ARBORIST. ,% SPECIFIED HALL DIAMETER H804 weld,
7/ A
See note 1 ��••••• •� ••••••••��
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A SPECIflED HALL DIAMETER
Ex.Asphalt Pvmt -y -�e
LEGAL MANNER. "_
5. RESEED UNMULCHED,DISTURBED AREAS. i ••
� Section r,V • • z
EFFECTNE BALL DIAMETER 1
TOP OF BALL NATURAL SOIL UNE Z
3,4•N„a,„RAP �F ;�.< AS DUG TOP OF n�l�ln/I�101 n�lllnl�lllnl�lll p
_ nmgnngn mnnnmmm
2"NA%(MUM OF SOIL Reference Plan \�\\ � /\ \ \�\\ 'sue)
eE Ar Txsx wrtt / \P LARun® ° R COVERING ACCEPtAHLE Vlawa for Wldtha at \ \/ \ \///\\ { �� \/'
��W FXwr worm MAMMAuWR a MULCH UNACCEPTABLE SOIL - valloua Is. tons /\\\ \\/\/\/ �\\ � \\\ z
NATURAL SOIL LINE I ,,56R ./\\\\.\/. . .\\/.\/./ \\\�\'h,\
/arc.06
NAWAd COVERING f- ,
Pavement Section
\ ' �I NOTE: z
- 1°"°:TM Hiner f AKES
ROOT CROWN LL 1.Area to be heat-welded la to include the cut and
4"Concrete Walk extending for a' inches beyond each side of the cut
EauMLv SPACES,"°'"°TREE J� c RNSV CRAM (3600 Psi) fora nominal depth of two inches,
eI ROOT CROWN Compacted Suograde-Per Geolech Report W
01911 III Ip= C
1--III 1111E CONCRETE SIDEWALK DETAIL ASPHALT JOINT DETAIL F
as.• Nut m u ml luu.6Ho 6^" "° °°
rzl rala,M umi_ulm IIII o m BIEI ACCEPTABLE CONDITION UNACCEPTABLE CONDITIONMIIII Not To Seats Not To Scale o
rssrc MO MT L0Nws .ac W -. IIIIII IIMI (AS DELIVERED) (AS DELIVERED)
=JIOL---IIII!-_E--oIiI=Ill f11=01 L.7.-" sal
IROar
BASKET �3r WERE s�Te WOES m". '2 NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
RAIM PIT BOP.TO SET R001 ORM WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
Ar r«r CORRECT NOWT.Fat ml MOM ROOT BALL TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY).LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
AU.TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) MARK GROUND LEVEL LINE ABOVE ROOT BALL.IF CITY ARBORIST
FOR EXAMPLE. CALIPER :ROCK(RANGE) MAX HEIGHT MIN.ROOT BMX DIA. MIN.ROOT BALL DEPRI DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
12-14' 24• 16. CROWN,THESE TREES WILL BE REJECTED. 1/4"wide by 1"deep saw cut.fill
J 14-T6 IA 32 21 NOT TO SCALE with pavement sealant. Make saw
PCC Joint Detail Blow-Up cut immediately prior to installing
• CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS TREE PLANTING • CITY OF CHARLOTTE ROOT FLARE DEPTHS / pavement sealant.
�� LAND DEVELOPMENT STANDARDS
(AIILOT1'E. INCLUDES CHARLOTTE ETA (FOR SINGLE AND MULTI-STEM TREES) 40 01 R (ILNIIAITL. INCLUDES CHARLOTTE ETA (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 40.09 9 (First Placement) (Second Placement)
8 E W
mYa
aFN B
1/2°RADIUS JOINT SEALER 1/8°RADIUS(TYPICAL)
�e 3 waus 2 D vs.moms 6 1'-0' Apply curing compound
1 RADIUS ^ 4 "R mus �I`A to Blab face r a coverage ate of and
r` SF max per gallon to act as a bond
breaker at least 48 hours prior to
e'RADIUS A placing new slab.
STANDARD 2•-6"CURB AND GUTTER 1---1'-s--.1 JOINT FILLER
Wait as long as feasible to seal joints to allow
1-6 STANDARD CURB AND GUTTER concrete shrinks
TRANSVERSE EXPANSION JOINT q•to occur.If
required,re-saw joint immediately prior to
Top of T installing sealant to achieve o 1/4 joint
NOTES: pavement - width.Ensure joint is clean,dry and sides Z
BO prepared per manufacturer's recommendations. ,A
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS.FOR VALLEY GUTTER, O
F'6 1'-6' A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED.JOINT SPACING MAY BE ALTERED C
I J RADIUS �a a°RADUS BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. CV
"a. t ,02 F)FT .03 FT/FT 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. PA
y
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1 1/2"SHALL BE OBTAINED. =^"' T/2 but not Ff4z
.�. 3, ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS,AND ADJACENT TO ALL RIGID OBJECTS, q less than 1 4" O a
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. 0.
Z
a { { 'a (IIIIII Pavement sealant fa W A
03 FT/FT 4, CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. ' [z.V
I 2 °' 1...
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. 7 Z V]
2'-0"STANDARD CURB&GUTTER f 2'o" 6. TOP 6"OF SUBGRADE BENEATH THE CURB AND GLITTER SHALL BE COMPACTED TO 100R STANDARD PROCTOR DENSITY. Closed Cell Backer O rQr Ns.
o
Rod.Typically 1/e'to Oa.I Q QI
1/4"larger than joint C/W
...-4, SI OPE FOR VARIABI F I,�"y.Err I
width.
SUPERFJ FVATION RATES I !O a/t q
,�, -.-I 1/8"first -7 C7 v ram'
NOT TO SCALE NOT TO SCALE SaWC0t UW M.a 7
H • CITY OF CHARLOTTE • CITY OF CHARLOTTE 1/4"second sawcut L) 0
LAND DEVELOPMENT STANDARDS STANDARD CURB AND GUTTER K� LAND DEVELOPMENT STANDARDS Ti h
g /STD NQ REV CURB AND GUTTER / :0.B0. REV (If Required) F.A
('JL40LOTTIE INCLUDES CHARLOTTE ETA 10.17A 111MHI.OTfl. INCLUDES CHARLOTTE ETA 10.17C NOTES: O Z, Q
1. Ensure joints are clean and dry prior to the application of the joint sealant. d 0
2. Install closed cell backer rod after joints have been cleaned and dried in accordance with 00
sealant manufacturer's requirements. VD
- 3. Install Backer Rod at consistent and uniform depth. U
4. Joint sealant application shall be in strict compliance with sealant manufacturer's requirements.
78,
PARKING SPACE PAVFMENT MARKINGS CONCRETE CONSTRUCTION JOINT DETAIL G
ACCESSIBLE PARKING REQUIREMENTS (MUST NOT OSSTTRUCE-_ © ® ® ID ® ® ® Not To Scale
ACCESSIBLE ROUTE) ACCESSIBLE
O MUM NUMBER OP (SEE NOTE 2)ROUTE
TDT 0+oso AD OF PACEssle svwc AccTO BE s ACCESSIBLE Eo Concrete Surface Course
SPACES REaulraD TO BE VAN AaEssIeLE SEE STD.NO
I Dso. Pavement or
n 1 To 26 1 1 oxs� Ir, a-, f1 Sidewalk Asphalt Bass.Course
26roso 2 0
NOM
H s,ro>s 3 1 ur ONE O.or EVERT - °=.
76 TO 100 4 ,' I S B I B B I a I e I e I I%DES BMtNOT � .�.Y�.��,•�.�� .E
E I01 TO,ao s , REQUIREDmropwE VAN 7 T3/4' ". '- w
s To 2DD 6 , VAN VAN / / l'Algf t 41; \�\. :4 0�MP! of a'
E Not 1BUIILDING 1 e'to 1 4" Top of pavement "' 1 •'.1`\\�Lt�. .�j',.
m1 To 300 T x ACCESSIBLE ACCESSIBLE C Joint sealant � �•��'� �_� iv c
m (OPTION 1) (O..2) 3/4'preformed joint 1 ij�2 I III. II�I III a
301 TO 400 6 2 material the full depth 1 ❑ iTl • S
O © © of the pavement 1 /12.I j7 Crushed gl ICI Aggregate Base e
4a,TO Soo e 2
sot TO loao zz ar TOTAL ACCESSIBLE�°msPA6CE5 �§ I 4 ..Joint sealant 'y c ON,_ti�1._ I''
zo P�s 1 Far VAN AT_ea ^^ T _ � Depth par J "" i �• Subgrade
m 0°I Aw.. AVER t. ..,:al ZP:CES ACCESSIBLE, .6 NO .TGO RESERVED ` �Lu E
o ' •`RT- manufacturers =1
PARKING ,2 Me PARKING :Proposed concrete Proposed Conc etc \� Preformed joint Crushed I
RSEA nice SECTION 1106 Of Nc BUILDING c00E ^� M requirements malarial tallad to Aggregate Baee 8' 8" ®
A. 1 • �� the full depth of the
RESERVED 4",..-G ANY / ae i\ p
rvOTE% PARKING \ly .' - �- pavement NOTE:
1. ALL AG Ns(FIT 6P,RT-e RT 1 mco 5010c)SHALL BE In, TIME -
M GRADE To BOTTOM EDGE of sou FACE(PER 3 Notes: Contractor shall provide turndown anywhere asphalt
and concrete or concrete base pavement meet, DATE
M MUrO)MOUNTING TFEET
B1000 00 TO w FEET
IF PLACED W1ttle rkl 1/.,e ,Q�.k,ti,/ "400 ril.P1/t 1. Ensure joints are clean and dry prior to the
MOUNTED PEDESTRIANS IN
NOT \�` OPTIONAL MAXIMUM
�1!��I��/�'/•1.�A �tC L �C
WE ELL°TO EEN SL.EWN AND BUILDING H ,' t 1 fir' ►• 4 /-e /• /• �• application of the joint sealant.
clsreLE lac X.. i t,d( .'V,.�.r. A,. . May 4,2020
q 2.a ACCESSIBLE ROUTE s RAISED SIDEWALK AREA,THEN RAMPS ARE REQUIRED LOOADiDING P 52e 12'.s"'S0' - 2. Joint sealant application shall be in strict
.\X\/.\/\ /.\/.\/.\/.\ .\/.\X\X..\/.\X..\/.\ compliance with sealant manufacturers
c.°I
AT LOADING ZONE AREA.AMMAIN Min.A.VIM CONTINUOUS PASSAGE. ,-_ - ^^-^.•° p'
AXIMUM requirements. CONCRETE OR ASPHALT TURNDOWN DETAIL
J.VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 9e-INCHES. PENALTY GUIDANCE FOR PAR.,.LAYOUT AND �SaeO :D6 B01°° Aggregate base Subgrode Not To Scale SCALE
4 CUIDAOESGN REFER TO S WN ON aBFORM TRAf nCow OL DEWC (CMMCOa -') - -- SUPP SEE TANDDARDSINO.D'"00.10 FOR
LinLEMETAL
TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONAL
EXPANSION JOINT DETAIL None
Not To Scale
NOT TO SCALE JOB NO.
T �) CITY OF CHARLOTTE ACCESSIBLE PARKING AND uuntrn ,pfr JJ.o'., 2019-1335
LAND DEVELOPMENT STANDARDS Nu R v pp5,,CAROL ' S-,(,., ,
E. GIAIHA'1'IE. INCLUDES CHARLOTTE ETA SIGNAGE STANDARDS 50.10A18 14':''LvuVs
NOTE i MECHWAHT ST '_
,tenupon y HAMB(ETON 8: -
Standard Details as shown hereon are based Cif of Charlotte •�_ - U SHEET
requirements and are are shown for reference only. EMH&T does :�:• TILTON,INC, :8_ 's OS A. c
represent or warrant details listed within thin note. „°' No.F-1016 :'�; R,45-A
AAnlrlaaLlA"Y` OI111111 \`A`A\