NCC233798_Site Plan or Location Map_20231222

CD) FINAL APPROVAL 1/12/2023
PROJECT NUMBER: LDC-2020-00112 14
CHARLOTTE_ S1
ENGINEERING Andrew Poindexter w p" 0
PCSO/DETENTION/DRAINAGE PLAN r T
EROSION CONTROL Jeff Bock z Z W
URBAN FORESTRY Vincent Condon z W I,i E L ®i
TREE ORDINANCECONSTRUCTION DOCUMENTS . ,=W W o Wru, :1
CDOT N/A w j�¢��WZ o
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NOTE:THIS PLAN APPROVAL DOES NOT F4Fj1 Z( W Z F f I
INCLUDE CHARLOTTE WATER.FOR MORE 4 O 2 Q a Q F l
INFORMATION,PLEASE CALL 704-336-5499 O ~ QZQ KU,U p gB�
OR VISIT http://charbttewtec0rg 0H� Z J to D:2 IR
NOTE:THIS PLAN APPROVAL DOES NOT I�-I Q a z N a
INCLUDE COMMERCIAL ZONING.ALL BUILDING J
PERMITS AND ZONING APPROVALS CAN BE W J 8
OBTAINED AT MECKLENBURG COUNTY CODE EASTERN SOLUTIONS !_
ENFORCEMENT.PLEASE CALL CTAC AT W 8
PERMITS
AND ZONING
MORE INFORMATION. F
)FOR
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING to 6
AT LEAST 48 HRS.PRIOR TO ANY LAND 3
DISTURBING ACTIVITY USING THE ONLINE 11€
FORM FOUND AT http://charlo[[enc.gov/Id i3
PROPOSED REVISIONS
EASTERN SPEC . WAREHOUSEREV DATE COMMENTSPV
C0\ TACT I \ RORVATO\ 1 02/28/2020 PERMIT COMMENTS DR
2 02/28Y2020 PERMIT COMMENTS TAM
DR
3 06/24/2020 PERMIT COMMENTS RP
DR
REFERENCES LOCATION OF SITE 4 06/30/2021 REVISEDPLANSET MT
BOHLER,LLC DH
SURVEY: Q f�( 77 C 5 12/23/2021 PERMIT COMMENTS JZ
"PARTIAL TOPOGRAPHIC SURVEY FOR EASTERN SOLUTIONS-10909 ROZZELLES FERRY ROAD" 10913 ROZZELLES FERRY ROAD
JOB NO.:NSSC192076 6 04/28/2022 PERMIT COMMENTS JZ
DATED:8/12/19
REVISED,6/23/21
/� /� CHARLOTTE, NC 28214 7 07/07Y2022 PER CITY COMMENTS DZ
GOVERNING AGENCIES 8 09022022 PER CITY COMMENTS AF
9 12/1/2022 PER CITY COMMENTS AF
CITY OF CHARLOTTE LAND DEVELOPMENT DEPARTMENT THE CITY OF CHARLOTTE AM
600 EAST 4TH STREET,
CHARLOTTE,NC 28202
PHONE:[phone]
PARCEL ID: 03122236 r
4
w.
UTILITY S- VICE CONTACTS Know what'sbefore you
Call before you dig.
ALWAYS CALL 811
SERVICE I UTILITY/GOVERNING AGENCY Its fast Ifs tree.Ifs the law.
WATER/SEWER CHARLOTTE WATER
600E 4TH ST
CHARLOTTE,NC 28202
APPROVED FOR
[phone]
CONTACT:CHRIS SAUNDERS CONSTRUCTION
PHONE-704-432-5200
EMAIL-MAILTO:CSAUNDERSQCI.CHARLOTTE.NC.US
�2- 6,;, 'PROJECT No: NCC192078N
NATURAL GAS PIEDMONT NATURAL GAS P
2560 DERITA ROAD G �sy. DRAWN D DR
CHARLOTTE,52-750 NC 28027 SITE
CHECKED BY: DH
(800)]52-7504 B! DATE: 09/18/2019
a Sheet List Table CAD I.D.: NCC192078SD1
ELECTRIC DUKE ENERGY
526 S.CHURCH STREET Sheet Nurnberg Sheet Title Sox f
CHARLOTTE,NC 28202 16
i800)632-4949 � C-10
C-102 COVER SHEET
GENERAL NOTES PROJECT:
w 1�O-�E CONSTRUCTION
. C-201 TOPOGRAPHIC SURVEY r, C�
t.� \/ C-202 EXISTING CONDITIONS&DEMOLITION PLAN DOCUMENTS
PCSO SUMMARY ...
Shuffletown C-301 SITE IMPROVEMENT PLAN
Original Parcel ID Number(s): 3122236 a C-302R SITE DETAILSFOR
S p C602 EROSION CONTROL DETAILS
Development Type: Industrial S�� ® C603 EROSION CONTROL DETAILS EASTERN
HARWOOD LANE ''
Subject to PCSO?Y/N Y(See note below) R,t NDy§CUn C-701 LANDSCAPE PLAN SOLUTIONS
If NO,why? d C-702 LANDSCAPE NOTES
C-703 LANDSCAPE DETAILS
Watershed: Western Catawba loi
PROP. EASTERN
II Disturbed Area(ac): 1.31 0.d db A-1 PROPOSED FLOOR PLAN SPEC.
Site Area(ac): 2.15 ee-a WAREHOUSE
10913 ROZZELLES FERRY RD
DA#1 DA#2 LOCATION MAP CHARLOTTE,NC 28214
`-' Total on-site Drainage Area(ac): 1.26 THE CITY OF CHARLOTTE
ExistingZs Built-upon-area SF: SCALE:1"=2,a00' PARCEL ID:03122236
P ( ) 38381 Copyright BING Maps N. i
o Existing BUA to be removed(SF): 29399
r 1
Existing BUA to remain(SF): 8982
BOHLER
Proposed New BUA(SF): 28746 131 ENGINEERING NC,PLLC
Proposed%BUA: 0(See note below)
1927 S.TRYON STREET,SUITE 310
i Density(High/Low) Low
OWNER DEVELOPER CHARLOTTE,NC 28203
h ROTH 4 HOLDINGS,LLC. EASTERN SOLUTIONS Phone: [phone]
Total Post-Project BUA for site(ac): 1.42 5937 JOHNSON RD 10909 ROZZELLES FERRY RD Fax: [phone]
Development or Redevelopment? Redevelopment LAKE WYLIE,SC 29710 CHARLOTTE,NC 28214
CONTACT D ER ROTHAUPT [e-mail]
i Natural Area Required(ac): 0.32
O Pi
Natural Area provided,total(ac): 0.38 , CAR
Undisturbed Treed Natural Area Preserved(ac): 0 4:/,,:qr
Total stream buffer protected on-site(ac): 0 PREPARED BY = SEAL r'
w Transit Station Area?Y/N N - • 046878
Distressed Business District?Y/N N B
� � L
E
R
T"� ISSUED FOR CONSTRUCTION '"p°< '�'��
�NGINEE'/4..,
Mitigation Type Of applicable) N/A () <� ?O
3 Natural Area mitigation?Y/N N %1111
o Buffer Mitigation?Y/N N """ ,�j� 1//1 ` FN••MG j/�
ENGINEERING NC, PLLC SIGNATURE DATE
Total Phosphorous Mitigation?Y/N N SHEET TITLE:
NCBELS P-1132 1 111 0 22
3 NOTE:THIS PROJECT PROPOSES A NET DECREASE IN OVERALL BUA.TOTAL BUA HAS BEEN REDUCED SINCE 2008
PER SESSION LAW 2018-145;NO TREATMENT REQUIRED. G TURE DAT SIGNATURE DATE
I 1927 S.TRYON STREET,SUITE 310 COVER SHEET
a CHARLOTTE NC 28203 THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT(3)SIGNATURES
Phone: [phone]
LT Fax: [phone] PROJECT# NCC192078 SHEET NUMBER:
REVISION DATE: DECEMBER 1.2022 ' 0
R.iNE RESPONSIBIL,OF PIE CONIAAGTORTO REVIEW.OF TIE OPANINGS MO SPECIFIC/MN.ASSOCIATED WITH THIS PROJECT
NOTE [e-mail]
g WORK SCOPE PRIO0.TOTHE INITIATION OF CONSTRUCTIOH.SHOULD THE CANTRACTOR FIND A CONFLICT NM illE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES,11"IS iHE CONTUCTOITS RESPONSIBILITY.HOIIFY TIE PROJECT ENGINEER OF PECOPO IN
CONTACT: ALLEN MCDOWELL, P.E. ` Al
oa � �MAHDEDFFuunesPonesu srlscourSrcr=eoee 0,2rE=RH AS
DEFINED ErTHE DRAWINGS ANDIN ( REVISION 9-12/1/2022 )
Illr
IIUGHLERENG.NET/.SHARESWC-PROJECTS12019WC019207810RAWINGS1PL.W SETS\CONSTRUCTION DOCUMENTS/NCC192078S01.13WG PRINTED BY:AFILCIK 12.01.22©11:24 AM LAST SAVED BY:AFILCIK

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�h FINQL APPROVAL 1/12/2023 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE DEMOLITION NOTES (Rev.2/2021) DRAINAGE AND UTILITY NOTES (Rev.2/2021)
1 (Rev.2I2021) OWNER/DEVELOPER,BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, CJ
PROJECT NUMBER: LDC_2020-00112 SUCH AS SHOP DRAWINGS,PRODUCT DATA,SAMPLES,AND OTHER DATA,WHICH THE CONTRACTOR IS REQUIRED TO
(31411WITE 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE ND ARE PART OF THE 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE ND ARE PART OF THE �I�"'1,l g8
ON INFORMATION THE OWNER NDOEER OFPROVIDED TO BOHLER ENGINEERING, SUBMIT,BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING MENTS.CO ST WITH THE DESIGN INTENT ANO THE CONTRACT DOCUMENTS.THE GENERAL NOTES ARE REFERENCED HEREIN,AND THE CONTRACTOR MUST REFER TO CONTRACT DOCUMENTS.THE GENERAL NOTES ARE REFERENCED HEREIN,AND THE CONTRACTOR MUST REFER TO 141 Y
t TO THE DDAA-TEE_O1N WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS.CONSTRUCTION MEANS AND METHODS AND/OR THEM AND FULLY COMPLY WITH THESE NOTES,IN THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND THEM AND FULLY COMPLY WITH THESE NOTES,IN THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND a 1=
ENGINEERING Andrew PO IR ERF ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER,K TECHNIQUES OR PROCEDURE$,COORDINATION OF THE WORK WITH OTHER TRADES,AND CONSTRUCTION SAFETY ACKNOWLEDGE RMILIARI YWITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECITO NOTES. ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERA NOTES AND ALL OF THE PLANS'SPECIFT NOTES. �r-� ,f (0 s
PCSO/DETENTION/DRAINAGE PLAN DIT OARS DIFFER FROM THOSE SHOWN ON THESE PLANS,OR IF THE PROPOSED WORK PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES NE APPROXIMATE,AND THE CONTRACTOR MUST ^ Z_
FEATURES. LIABILITY FOR SAME.BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS,AS INTERFERENCE WITH ROADS,STREETS,SIDEWALKS,WALKWAYS,ND ALL OTHER ADJACENT FACILITIES.THE INDEPENDENTLY VERIFY ND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO y D:
PLV WITH THESE NOTES AND ALL SPECIFICATION502EPORTS CONTAINED CONDITIONS PERMIT.ANV DOCUMENT,DOCUMENTING BOHLERS REVIEW OFA SPECIFIC ITEM OR LIMITED SCOPE,MUST CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) COMMENCING ANY CONSTRUCTION OR EXCAVATION.THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM Z W
EROSION CONTROL Jeff BoETHAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORMTO AND NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM ISA COMPONENT.BOHLER IS PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD,PRIOR TO Z W W I
ITS,THESE NOTES,AND THE REQUIREMENTS ARTICULATED IN THE NOTES NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS.THE CONTRACTOR MUST,IN RIGHT-OF-WAY. COMMENCING ANV CONSTRUCTION.THE CONTRACTOR MUST REPORT ALL DISCREPANCIES,ERRORS AND OMISSIONS (9 Z Z G U_ 1 B
(� { TUGS TH TCOMPRISE THE PLAN SET OF DRAWINGS.ADDITIONAL NOTES AND WRITING,PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S 3, WHEN DEMOLITION-RELATES ACTIVITIES IMPACT ROADWAYS ND/OR ROADWAY RIGHT-OF-WAY,THE CONTRACTOR IN WRITING,TO THE ENGINEER OF RECORD. y Z W I O UI> e3
URBAN FORESTRY Vincent OnIDUAL PLANS.THESE GENERAL NOTES APPLY TO THI$ENTIRE AT ENTION,BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE 3. THE CONTRACTOR MUST VERTICALLYNDHORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING,BUT NOT Z W C W N UK $
TREE ORDINANCE NTRACTORS RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT CORRELATED ITEMS HAVE NOT BEEN RECEIVED. CURRENT FEDERAL HIGHWAY ADMINISTRATION"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD),AND THE LIMITED TO,GAS,WATER,ELECTRIC,SANITARY AND STORM,TELEPHONE,CABLE,FIBER OPTIC CABLE,ETC.WITHIN THE I�"/1 Z�L H-W K N K
LIMITED TO,ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATION$.INCLUDING THE NOTES CONTAINED FEDERAL,STATE,AND LOCAL REGULATIONS. LIMITS OF DISTURBANCE OR WORK SPACE,WHICHEVER ISGREATER.THE CONTRACTOR MUST USE,REFER TO,AND W .,W Q 2 W Z „
THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. HEREIN,WITHOUTFIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OFTHE ENGINEER OF RECORDAND BOHLER q, THE DEMOLITION(AND/OR REMOVALS)PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION ANDTOIDENTIFV ONLY COMPLY WITH THE REQUIREMENTS OFTHE APPLICABLE UTILITY NOTIFICATION SYSTEMTO LOCATE ALL OFTHE W J>ZU�rgp aw
CDOT NIA CONSTRUCTION,THE CONTRACTOR MUST CONFIRM WITH THE ENGINEERNF FOR ALL DEVIATIONS WITHIN ENGINEERSSCOPE,THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENTOF CONDITIONS REGARDING ITEMS TO BE DEMOLISHED,REMOVED,AND/OR TO REMAIN. UNDERGROUND UTILITIES.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING aJ=2¢m0~ 3S=
NOTE:THIS PIAN APPROVAL DOES NOT HF I ATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS,ALL FINES AND/OR A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION UTILITIES WHICH OCCUR DURING CONSTRUCTION,AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST Wy ZN W Z,� 's-
.,. USED FOR CONSTRUCTION.THIS IS THE CONTRACTOR'S SOLE ND COMPLETE PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING I�-a H
INCLUDE CHARLOTTE WATER.FOR MORE ACTIVITIES ALL INCIDENTAL WORK NECESS OTFOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. AND EXPENSE.THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES O❑QQ%TE E K w
INFORMATION,PLEASE CALL 704-335-5499 _ THEREFROM AND,FURTHER,MUST DEFEND,INDEMNIFY,PROTECT,AND HOLD HARMLESS THE ENGINEER OF RECORD B, THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS,METHODS, WHICH OCCURS DURING CONSTRUCTION. IN O Z K U d §�
OR VISIT htcp://charmttewater.or9 :ANCEMENT OF CONSTRUCTION,THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW,FOR AND FROM ALL FEES,ATTORNEYS SEQUENCING,TECHNIQUES AND PROCEDURES TO BE EMPLOYEDTO ACCOMPLISH THE WORK.ALL MEANS, ( ) O pQQ N KN 39
4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS CROSSINGS WITH EXISTING (� J p N
`:'E BEEN OBTAINED.NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR FEES,DAMAGES,COSTS,JUDGMENTS,CLAIMS,INJURIES,PENALTIES AND THE LIKE RELATED TO SAME. Q O p N W Z
NOTE:THIS PLAN APPROVAL DOES NOT METHODS,SEQUENCING,TECHNIQUES ND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND UNDERGROUND UTILITIES BV USING ATEST PIT TO CONFIRM EXACT DEPTH,PRIOR TO COMMENCEMENT OF y a.
THOROUGF REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLNS AND OTHER DOCUMENTS 26.THE CONTRACTOR IS RESPONSIBLE FORA MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLN AND ELEMENTS 1�-1 d Z d Q
INCLUDE COMMERCIAL ZONING.ALL BUILDING ;ONES BY PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND IN ACCORDANCE WITH FEDERAL,STATE,ND LOCAL REQUIREMENTS,FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL CONFORMANCE WITH ALL STATE,FEDERAL,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR MUST CONSTRUCTION. MIy Q
PERMITS AND ZONING APPROVALS CAN BE COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS.THE CONTRACTOR IS RESPONSIBLE 7� W > J I- b I
I IAVE BEE STAINED.THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS EITHER IN THE RIGHT OF WAY OR ON SITE.THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE
OBTAINED AT MECKLENBURG COUNTY CODE CONTRACTOR AND THE PUBLIC. FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. W
ENFORCEMENT.PLEASE CALL CTAC AT ND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 5. THE CONTRACTOR MUST PROVIDE ALL"METHODS ND MEANS"NECESSARY TO PREVENT MOVEMENT,SETTLEMENT, 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR W $
704-314-CODE(2633)FUR MORE INFORMATION. IJST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLNS, 2].OWNER MUST MAINTAIN AND PRESERVEALL PHYSICAL SITE FEATURESNDDESIGN FEATURES DEPICTED ON THE OR COLLAPSE OF EXISTING STRUCTURES ND NY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. EXACT BUILDING UTILITY CONNECTION LOCATIONS-GREASE TRAP REQUIREMENTS;ND DETAILS DOOR ACCESS AND ~ 3g
-'ARTS AND CONDITIONS OF APPROVAL,AND ALL APPLICABLE REQUIREMENTS,RULES, PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S)AND DESIGN;AND,FURTHER, N
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING THE CONTRACTOR,AT THE CONTRACTOR'S SOLE COST,MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT EXTERIOR GRADING.THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES.THE CONTRACTOR MUST K e
IITORV REQUIREMENTS,CODES,LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANV FAILURE TO SO MAINTAIN OR PRESERVE SITE -§
AT LEAST 48 HRS.PRIOR TO ANY LAND _ ARE TO REMAIN.CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS.CONTRACTOR'S REPAIRS MUST INCLUDE COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO d_
DISTURBING ACTIVITY USING THE ONLINE HIS PROJECT,NDALL PROVISIONS NAND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH ND/OR DESIGN FEATURE$.FOWNER FAILS TO MAINTAIN AND/OR PRESERVEALL PHYSICAL SITE FEATURES AND/OR THE RESTORATION OF ALL ITEMS ND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION,OR BETTER. ENSURE THAT PROPER DEPTHS ARE ACHIEVED.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT 3g
FORM FOUND AT http://charloctencgov/Id "ER INCLLIDIVG ALL EXHIBITS,ATTACHMENTS AND ADDENDA TO SAME. DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS,OWNER AGREES TO INDEMNIFY AND HOLD CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION @;
-A-- -CONSTRUCTION,THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY THE ENGINEER OF RECORD AND BOHLER PARTIES,HARMLESS FOR ALL INJURIES,DAMAGES AND COSTS THAT 6. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION.THE AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS,RULES,STATUTES,LAWS,ORDINANCES 'J
CURRENT ARCHITECTURAL,CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS ENGINEER OF RECORD ND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MNNER,COMPLYING WITH ALL AND CODES AND,FURTHER,IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO
(INCLUDING,BUT NOT LIMITED TO,MECHANICAL,ELECTRICAL,PLUMBING AND FIRE SUPPRESSION PLANS,WHERE 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIAL$ OSHA REQUIREMENTS,TO ENSURE PUBLICANDCONTRACTOR SAFETY AND SAFETY TO ALL PROPERTYON THESITE OR CONNECTINGTO THE EXISTING UTILITY/SERVICE.WHEREACONFLICT(S)EXISTS BETWEEN THESE DOCUMENTS AND ` /
APPLICABLE).THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER,ARCHITECT ND ENGINEER OF RECORD AND COMPLY WITH ND CONFORM TO APPLICABLE FEDERAL,STATE AND LOCAL RULES AND REGULATIONS,LAWS, ADJACENT OR NEAR TO THE SAME. THE ARCHITECTURAL PLANS,OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER,THE
BOHLER,IN WRITING,OF ANV CONFLICTS,DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS ND ORDINNCES,AND CODES,AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY,WHICH MUST INCLUDE,BUT IS NOT LIMITED TO,THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD,IN WRITING,AND PRIOR TO CONSTRUCTION, / REVISIONS 1
ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 1970,(29 U.S.C.651 ET SEQ.)AS AMENDED,AND ANY MODIFICATIONS,AMENDMENTS OR REVISIONS TO SAME. INSTALLATION AND MAINTENANCE OF BARRIERS,FENCING,OTHER APPROPRIATE AND/OR NECESSARY SAFETY MUST RESOLVE SAME. _ _
7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAUBUILDING PLANSOF 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STNDARDS AND REGULATIONS, FEAT RE AND ITEMS NE E ARVT PR TE TTHEP BLI FR MAREA F N TR TI NND N TR TI N 7. ALL FILL COMPACTION AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER
RECORD FOR EXACT LOCATIONS ND DIMENSIONS OF ENTRY/EXIT POINTS,ELEVATIONS,PRECISE BUILDING AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION ND TRENCHING PROCEDURES.ENGINEER OF U S C SS O O C U C O S O COS UC O COS UC O REV DATE COMMENT
DIMENSIONS.NDEXACT BUILDING UTILITY LOCATIONS. RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES ACTIVITIES.THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A THE RECOMMENDATIONS PROVIDED IN THE GEOICATIOCAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME _ x¢w:oa
MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME,TO OR NEAR THE DEMOLITION WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS.WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL SPV
8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS,PRIOR TO THE AND WORK. 1 10/16/2019 PERMIT COMMENTS
COMMENCEMENT OF CONSTRUCTION.THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD AND 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AREA. RECOMMENDATION$,FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. DR
BOHLER,IN WRITING,IF ANV CONFLICTS,DISCREPANCIES,OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY,THE CONTRACTOR MUST,IN ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION TAM
WRITING,RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, REQUIREMENTS 2 02/28/2020 PERMIT COMMENTS DR
CONSTRUCTION.NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE SPECIFICATIONS.IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO,THEY AGREE TO JOINTLY,INDEPENDENTLY, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS,AND/OR THE SAFETY OF THE B. DURING THE INSTALLATION OF SANITARY,STORM,AND ALL UTILITIES,THE CONTRACTOR MUST MAINTAIN A RP-
ORREPAIREDDUETODIMENSIONS,MEASUREMENTS OR GRADES SHOWNINCORRECTLY ON THESE PLANS PRIOR TO SEPARATELY,COLLECTIVELY.AND SEVERALLY INDEMNIFY,DEFEND,PROTECT AND HOLD ENGINEER OF RECORD AND CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT.ANY SUCH CONCERNS MUST BE CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL 3 06/24/2020 PERMIT COMMENTS
BOTH(A)THE CONTRACTOR GIVING ENGINEER OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND(B) BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER CONVENED TO THE ENGINEER OF RECORD AND BOHLER,IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS UNDERGROUND INFRASTRUCTURE.THE CONTRACTOR MUST CAREFULLY NOTE ANV INSTALLATIONS THAT DEVIATE,IN DR_
ENGINEER OF RECORD AND BOHLER,THEREAFTER,PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO INCURS AS A RESULT OF SAID FAILURE. ATZ
PROCEED WITH SUCH ADDITIONAL WORK. 31.THE CONTRACTOR IS RESPONSIBLETO MAINTAIN AN ONSITE STORMWATER POLLUTION PREVENTION PLAN(SWPPP)IN RESPONDED TO,BV THE ENGINEER OF RECORD AND BY BOHLER,IN WRITING.ALL DEMOLITION ACTIVITIES MUST BE ANV RESPECT,FROM THE INFORMATION CONTAINED IN THESE PLANS.THIS RECORD MUST BE KEPT ON A CLEAN COPY 4 06/30/2021 REVISED PLANSET MT
9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY(EPA)REQUIREMENTS OR LOCAL GOVERNING AGENCY PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE OF THE APPROPRIATE PLAN($),WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY _
FEDERAL,STATE ND LOCAL REGULATIONS,RULES,REQUIREMENTS,STATUTES,ORDINANCES ND CODES. UPON THE COMPLETION OF WORK. JZ
AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES.ALL DIMENSIONS AND FOR SITES WHERE ONE(1)ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES(UNLESS THE LOCAL 5 12/23/2021 PERMIT COMMENTS
9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING DH_
MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BV THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF JURISDICTION REQUIRES A DIFFERENT THRESHOLD).THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES,INCLUDING SANITARY WATER AND STORM SYSTEMS ARE REPAIRED IN ACCORDNCE WITH REFERENCED MUNICIPAL COUNTY
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR JZ
SHOP DRAWINGS,FABRICATIONIORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK.SITE PLAN THOSE OF ALL SUBCONTRACTORS,ARE IN COMPLIANCE WITH THE SWPPP,INCLUDING BUT NOT LIMITED TO LOGGING 6 04/28/2022 PERMIT COMMENTS
DRAWINGS ARE NOT INTENDED ASSURVEY DOCUMENTS.DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. ACTIVITIES(MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS)AND CORRECTIVE MEASURES,AS APPROPRIATE EISTINGDTORTHE ND SERVICES HAVE BEEN TERMINTED, EEOVE AN/OR ABAND NEDN ACCORDANCE WTHHE COMPATED WORK DETAILS AGENCCTHURIDONTON OVR MUST COORDINATE INSPECTION NDARPROVAL OF DH_
THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. AND FURTHER,THE CONTRACTOR ISSOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DOSO, THE JURISDITION ANDSILIYY CSMPANBEENUIRMENTS AND ALL OTHE APP CCABLE RE UIJACCOTS,RUES. FINAL LETEDWNS OF PROOEDENCV WIPHLES.AND/OROLES TAME. JZ
TTAJUES,ATIS,AND UTILITY AND COD REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS,RULES, 10.THE ESPECTIVE TI PRO COMP Y,,REYARDLE,STUD/WH T THI TOBN DEPOCATED ARE AT THE SOLE DISCRETION OF 7 07/07/2022 PER CITY COMMENTS DH
10.THEOWNERAND CONTRACTOR MUST BSUACEOF WITH AND RESPOF OCCPAN THE PROCUREMENTOF ANY ANDALL 32.ASLER,THE UIN THESE DRAWINGS ANDASSO'CERTIDOCUMENTS PREPARED BYT XPRESION ONLRECORDAND STATUTES,LAWS,ORDINANCES AND CODES. THE RESPECTIVE UTILITY COMPNV,REGARDLESS OF WHAT THIS PLAN DEPICTS. -
CERTIFICATIONS REQUIRED FOR THE ISSUNCE OF A CERTIFICATE OF OCCUPNCY. BOHLER,THE USE OF THE WORDS'CERTIFY'OR'CERTIFICATION'CONSTITUTES)AN EXPRESSION ONLY OF AF
11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS,THE GEOTECHNICAL REPORT,SPECIFICATIONS AND PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'SAND 10.PRIOR TO COMMENCING ANV DEMOLITION,THE CONTRACTOR MUST: 11.WATER SERVICE MATERIALS,BURIAL DEPTH,NDCOVER REQUIREMENTS MUST BE SPECIFIED BV THE LOCAL UTILITY 8 09/02/2022 PER CITY COMMENTS JZ
A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC COMPANY.THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER -
RECOMMENDATIONS SET FORTH THEREIN AREA PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND,IN CASE BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH AF
OF CONFLICT,DISCREPANCY OR AMBIGUITY,THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS THE APPLICABLE STANDARDS OF PRACTICE,AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT.SITE WORK,AND DEMOLITION TEE T PS OF EXIS INGM NHOLES,INLET S RUCTURES,AND 9 1211/2022 PER CITY COMMENTS
CONTAINED IN:(A)THE PLANS;ND(B)THE GEOTECHNICAL REPORT AND RECOMMENDATIONS,MUST TAKE OR TYPE,EITHER EXPRESSED OR IMPLIED,UNDER ANY CIRCUMSTANCES. WORK. 12.NEC TOPS YF O MATC PRO OLE D FINIS ED GRADESS,AND O TRIPRY G OR SAFE MUST AR ADJUSTED,DA AM
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.THE CONTRACTOR MUST NOTIFY THE B. NOTIFY,ATA MINIMUM,THE MUNICIPAL ENGINEER,DESIGN ENGINEER,AND LOCAL SOIL CONSERVATION NECESSARY,TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH 1
ENGINEER OF RECORD AND BOHLER,IN WRITING,OF ANY SUCH CONFLICT,DISCREPANCY OR AMBIGUITY BETWEEN THE SITE LAYOUT NOTES (Rev.1/2020) C. NSTALL THE REQUIRED SOIL EROSION AND ED MENTOCONTROL MEASURES PRIIOR TO SITE DISTURBANCE,AND ALL APPLICABLE STANDARDS,REQUIREMENTS,RULES,STATUTES,LAWS,ORDINANCES AND CODES. C 1
GEOTECHNICAL REPORT AND PLANS ND SPECIFICATIONS,PRIOR TO PROCEEDING WITH ANY FURTHER WORK.IF A MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED J
GEOTECHNICAL REPORT WAS NOT CREATED,THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE D. IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SOIL EROSION&SEDIMENT CONTROL PLAN NOTES (Rev.1/2020)
REQUIREMENTS OF ANY AND ALL MUNICIPAL,COUNTY,STATE,AND FEDERAL LAWS ND APPLICABLE SPECIFICATIONS 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE $VSTEM FOR UTILITY MARK OUT,IN ADVANCE OFANV EXCAVATION.
WHICH HAVE JURISDICTION OVER THIS PROJECT. CONTRACT DOCUMENTS.THE GENERAL NOTES AREREFERENCED HEREIN,AND THE CONTRACTOR MUST REFER TO E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES,INCLUDING BUT NOT LIMITED TO GAS,WATER,ELECTRIC, 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
12.ENGINEER OF RECORD ND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND THEM ND FULLY COMPLY WITH THESE NOTES,IN THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND SANITARY AND STORM SEWER,TELEPHONE,CABLE,FIBEROPTIC CABLE,ETC.WITHIN ANDADJACENT TO THE DOCUMENTS.THEGENERAL NOTES ARE REFERENCED HEREIN,ANDTHE CONTRACTORMUST REFER TO THEM NDFULLV ��
FURTHER,HAS NO LIABILITY FOR NY HAZARDOUS MATERIALS,HAZARDOUS SUBSTNCES.OR POLLUTANTS ON,ABOUT ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLNS'SPECIFIC NOTES. LIMITS OF PROJECT ACTIVITIES.THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE COMPLY WITH THESE NOTES,IN THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY `\ /
OR UNDER THE PROPERTY. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION,THE CONTRACTOR MUST INSTALL SOIL EROSION \��
13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING CONTROL AND ANV STORMWATER POLLUTION PREVENTION PLAN(SWPPP)MEASURES NECESSARY,AS INDICATED ON APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. WITH ALL OFTHE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES.
THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR F. PROTECT AND MAINTAIN IN OPERATION,ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED 2. EROSION CONTROL MEASURES MUST CONFORM TO THE NORTH CAROLINA GUIDELINES FOR URBAN EROSION AND SEDIMENT Know what$DBIOW.
ALL SHORING REQUIRED DURING EXCAVATION(TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STNDARDS) CONTROL UNLESS OTHERWISE NOTED,OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY,IN WRITING,DIRECTS OTHERWISE.
DURING NVDEMOLITON ACTIVITIES. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION 'NB 9
AND NV ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT,NEARBY ND CONTIGUOUS APPROPRIATE AGENCIES'GUIDELINES TO PREVENT SEDIMENT NDIOR LOOSE DEBRIS FROM WASHING ONTO 8 before df.
STRUCTURES AND PROPERTIES.ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND ADJACENT PROPERTIES OR THE RIGHT OF WAY. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S)FOR THE TEMPORARY OR CONTROL CONSTRUCTION NOTES.
EXPENSE. 3. ALL DIRECTIONAL/TRAFFICSIGNINGHTOFWEMENTSTRIPINGMUSTCONFORMTOTHELATESTSTANDARDSOFTHE PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY1.31 ACRES. ALWAYS CALL811
METHODS AND MEANS TO CONSTRUCT SAME.THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY.IN
14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING NV WORK ACTIVITIES ADJACENT TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND NV APPLICABLE STATE OR LOCALLY APPROVED 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:
PAVEMENT,STRUCTURES,ETC.WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF SUPPLEMENTS,GUIDELINES,RULES,REGULATIONS,STANDARDS AND THE LIKE. THE EVENT OF ABANDONMENT,THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH A, STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED It's fast It's tree.It's[he law.
4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED ND AT THE DESIGNATED LOCATION SHOWN ON THE PLAN.THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE
THE FINAL CONDITION.THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPNY REQUIREMENTS. RETAINED ON-SITE.
ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT,UTILITIES,BUILDINGS,AND INFRASTRUCTURE PRELIMINARY.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION.THE CONTRACTOR H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER($)REGARDING WORKING B. SEDIMENT FENCE-INSTALL SILT FENCE($)AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THESITE,
WHICH ARE TO REMAIN,AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES,PEDESTRINS AND ANYONE MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 'OFF-PEAK"HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON,OF,NDTO TEMPORARY FILLNDSOIL STOCKPILES.
INVOLVED WITH THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB,EDGE OF PAVEMENT,OR EDGE OF BUILDING,EXCEPT WHEN THE AFFECTED PARTIES.WORK REQUIRED TO BE PERFORMED"OFF-PEAK"IS TO BE PERFORMED AT NO C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE APPROVED FOR
15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE.ALL DEMOLITION AND CONSTRUCTION WASTES,UNSUITABLE DIMENSION IS TO A PROPERTY LINE,STAKE OUT OF LOCATIONS OF INLETS,LIGHT POLES,ETC.MUST BE PERFORMED ADDITIONAL COST TOTHE OWNER. INSTALLED TO REDUCE THE QUNTITY OFSEDIMENT.INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM
EXCAVATED MATERIAL,EXCESS SOIL AND DEBRIS(SOLID WASTE)MUST BE DISPOSED OF IN ACCORDANCE WITH THE IN STRICT ACCORDNCE WITH THE DETAILS,UNLESS NOTED CLEARLY OTHERWISE. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANV HAZARDOUS MATERIAL,THE REMOVAL OF WHICH IS NOT DISTURBANCE,WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. CONSTRUCTION
REQUIREMENTS OF ANY AND ALL MUNICIPAL,COUNTY,STATE,AND FEDERAL LAWS ND APPLICABLE CODES WHICH ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER,THE 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDNCE WITH ALL OF THE MANUFACTURER'S
HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY,AND IMMEDIATELY NOTIFY,IN RECOMMENDATIONS. PROJECT No.: NCC192076
16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY GRADING NOTES (Rev.2/2021) 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY.THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS DRAWN BV: DR
COMPLIANT DISPOSAL ACTIVITIES,TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. WRITING AND VERBALLY,THE OWNER AND ENGINEER OF RECORD AND BOHLER,THE DISCOVERY OF SUCH GREATER THAN s"COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE NY SILT
17.THE CONTRACTOR MUST REPAIR,AT CONTRACTOR'S SOLE COST,ALL DAMAGE DONE TO NV NEW OR EXISTING MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. FROM DROP INLET PROTECTION. CHECKED BY: DH
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES,DEMOLITION OR REMOVAL OF 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO DATE: 09/18/2019
CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION,INCLUDING BUT NOT LIMITED TO DRAINAGE, CONTRACT DOCUMENTS.THE GENERAL NOTES ARE REFERENCED HEREIN,AND THE CONTRACTOR MUST REFER TO FOUNDATION WALLS,FOOTINGS,OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE,UNLESS SAME IS IN FINISHED GRADE AND VEGETATED WITHIN7DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THE CAD I.D.: NCC192078SD1
UTILITIES,PAVEMENT,STRIPING,CURB,ETC.AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE,BUT THEM AND FULLY COMPLY WITH THESE NOTES,IN THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS,OR PURSUANT TO THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC ND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST
NOT BE LIMITED TO,REDESIGN,RE-SURVEY,RE-PERMITTING AND CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES ND ALL OF THE PLANS'SPECIFIC NOTES. WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. MANAGEMENT PRACTICES. ` d
FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE,WIRING CONDUITS,ND ANY UNDERGROUND 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES,TO PREVENT NY, 1
ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLN SET.IF NO INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE PROJECT:
LINE,W IES WIT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL
REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR GEOTECHNICAL REPORT HAS BEEN REFERENCED,THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER 9. THECONTRANENT PAVING ND TURSIBLEFORINSP IS ESTANDMAINTHE COTS OF INSIONING ANDLMEASINING TE EROSE
AHE CONTWICT R MUS BACK COI. C`TR CTIOK
CONSTRU TON,ADDITION EQUIVALENT ITOR PLICAB ECO THE CONDITIONS,REGULA COMMENCEMENT OF THE PROVIDE WORK.T ECONICACTOR MUST FOLLOW THE REQUREME TS OF ALL MUNICTORC COUNTY, TAT,A 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM OR INCIDENTAL TO DEMOLITION ACTIVITIES. CONTR LMEASURE MUM BE INCL DEDI THEBIID IS ICE FO ISHE SITECORK AND HECOITRAT RISRESPONSIHLEFOSION l� IVJ lJ IV
CONSTRUCTION,AND IN CONFORMANCE WITH APPLICABLE CODES,LAWS.RULES,REGULATIONS,STATUTORY GRADING WORK.THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL,COUNTY,STATE,AND CONSUCH COSTURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR
REQUIREMENTS AND STATUTES.THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME.THE FEDERAL LAWS,WHICH HAVE JURISDICTION OVER THIS PROJECT. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS LIA MUST BE SUFFICIENTLYCOMPACTED ALL$UCH DQ$T$, DOCUMENTS
CONTRACTOR MUST,PROMPTLY,DOCUMENT ALL EXISTING DAMAGE AND NOTIFY,IN WRITING,THE OWNER AND THE 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARYND/OR REQUIRED PERMITS AND APPROVALS FOR ALL TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND 10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION
CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. OFF-SITE MATERIAL SOURCES ND DISPOSAL FACILITIES.THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO GUIDNCE ARTICULATED IN THE GEOTECHNICAL REPORT.BACKFILLING MUST OCCUR IMMEDIATELY AFTER NDTHE ESTABuSHMENT OF VEGETATION.
18.THE ENGINEER OF RECORD NDBOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL,LEGAL OR OTHER THE ENGINEER OF RECORD NDTHE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANV WORK. DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION.FINISHED 11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES,SILT ND DEBRIS AFTER ESTABLISHING PERMANENT
RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION,OR ANYTHING RELATED TO SAME.THE ENGINEER OF 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE.THE CONTRACTOR IS RESPONSIBLE FOR VEGETATION COVER OR OTHER INSTALLINGADIFFERENT,SPECIFIED METHOD aF STABILIZATION. FOR
COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE 12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL
RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY,SAME ELEVATIONS PRIOR TO COMMENCING ANV CONSTRUCTION.SHOULD DISCREPANCIES BETWEEN THE PLANS AND FACILITIES,MEASURES AND STRUCTURES.ADDITIONAL FACILITIES,MEASURES ND STRUCTURES MUST BE INSTALLED WHERE
OWNER.
BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S ND BOHLER SERVICES AS RELATED TO THE PROJECT.THE INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST,THE CONTRACTOR MUST 14.EXPLOSIVES MUST NOT BE USED WITHOUTPRIOR WRITTEN CONSENT FROM BOTH THE OWNER ANDALLAPPLICABLE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES ND STNDARDS AND/OR TO PREVENT ANY,INCLUDING THE INCIDENTAL
ENGINEER OF RECORD ND ROLLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT NV JOB SITE SAFETY ISSUES OR IMMEDIATELY NOTIFY THE ENGINEER OF RECORD,IN WRITING. NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES.PRIORTO COMMENCING NVEXPLOSIVE PROGRAM DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. EASTERN
ANV JOB SITE CONDITIONS,AT ANV TIME. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE 13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES ND SHRUBS.THE CONTRACTOR MUST REFER TO THE LANDSCAPE C� C�
19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING,TO THE ENGINEER OF RECORD ND BOHLER,NY MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT.THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR AND/OR ANV DEMOLITION ACTIVITIES,THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF ND/OR DEMOLITION PLN(S)FOR TREE PROTECTION,FENCE LOCATIONS AND DETAILS. SOLUTIONS
DISCREPNCIES THAT MAY OR COULD AFFECT THETRUCTISAFETY,HEALTH OR GENERAL WELFARE,OR PROJECT FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE.MOISTURE CONTENT AT TIME THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL,STATE,AND LOCAL GOVERNMENTS 14.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.
COST.IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BV A QUALIFIED GEOTECHNICAL ENGINEER, REQUIRE.THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION ND SEISMIC 15.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR
REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED.THIS REPORT MUST VERIFY THAT ALL FILLED AREAS VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES,BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.
DEFEND ANAHOLD,IARLLSS THE E GINER OF RE'CODAND BOHL R FOR AN,THE ALL DAMAG S,COSISDENIURIE PROP. EASTERN
DEFEND AND HOLD HARMLESS THE ENGINEER OF ROO RARE IN HLER FOR ANV AND ALL DAMAGES COSTS INJURIES ACC RDANCE WI HTH SE PL NS, SPECIFIC PADS AN AND RECOMONDATION HET FORAM IN THE GEOTE 15.MASU ES TO LI WITH FBORNE UST AND DIRTRLONGLND SDA ERTHE CTHE AIR,A ER THUDEDOLT CONSROL 16.OBS RVATION IN ORDER T MAINTSN THE CEMPJETEEFFE TIVENESSBALCONT OLMEA UR IDENTIFIED DURING SITE
ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING BUT NOT ACCORDANCE WITH THESE PLANS,SPECIFICATIONS AND THE RECOMMENDATION$SET FORTH IN THEHICHAR HNICAL MEASURESTO LIMIT AIRBORNE DUST AND DIRT RISINGAND SCATTERING IN THEAIR.AFTER THE DEMOLITION IS THE CONTAAC OR MUT IDNTIFY, NTHE PLA,THE LOCATION OF WSTACLNTAINER MEASURES. SPEC.
REPORT AND ALL APPLICABLE REQUIREMENTS,RULES,STATUTES,LAWS,ORDINANCES AND CODES WHICH ARE IN COMPLETE,THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENT$TO REMOVE ALL DUST 1].THE CONTRACTOR MUST IDENTIFY,ON THE PLAN,THE LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WAREHOUSE
LIMITED TO,NV THIRD PARTY AND FIRST PARTY CLAIMS. WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.
20.THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT.SUBBASE MATERIAL FOR SIDEWALKS,CURB,OR ASPHALT MUST NDDEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE.THECONTRACTOR IS RESPONSIBLE FOR RETURNING ALL 10913 ROZZELLES FERRY RD
CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS,AND BE FREE OF ORGNICS AND OTHER UNSUITABLE MATERIALS.SHOULD SUBBASE BE DEEMED UNSUITABLE BV ADJACENT AREAS TO THEIR"PRE-DEMOLITION"CONDITION AT CONTRACTOR'S SOLE COST.
CURRENT CODES,RULE$,OBUIL ORCONSE LIKE.I STR CONTRACTOR AND/TH THE RFAILTO BUILD OR OWNER/DEVELOPER,OR OWNER/DEVELOPER'S REPRESENTATIVE,SUBBASE MUST BE REMOVED AND FILLED WITH 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES.ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM ACCESSIBILITY DESIGN GUIDELINES (Rev.1/2020) CHARLOTTE,NC 28214
O' APPROVED FILL MATERIAL,COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS.EARTHWORK ACTIVITIES INCLUDING, THE SITE AT THE TIME OF EXCAVATION.STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE THE CITY OF CHARLOTTE
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS,RULES,STATUTES,CODES AND THE LIKE,THE BUT NOT LIMITED TO,EXCAVATION,BACKFILL,ND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE PERMITTED,INCLUDING BUT NOT LIMITED TO,THE PUBLIC RIGHT-OF-WAY. PARCEL ID:03122236
CONTRACTOR AND/OR OWNER AGREE TO ND MUST JOINTLY,INDEPENDENTLY,SEPARATELY,AND SEVERALLY 1. ALL ACCESSIBLE(A.K.A.ADA)COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET,ATA
J GEOTECHNICAL REPORT ANDALL APPLICABLE REQUIREMENTS,RULES,STATUTES,LAWS,ORDINANCES AND CODES. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES
INDEMNIFY AND HOLD THE ENGINEER OF RECORD NDBOHLER HARMLESS FOR AND FROM ALL INJURIES,CLAIMS ND EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY THAT ARE CAPPED,ABANDONED IN PLACE,OR RELOCATED DUE TO DEMOLITION ACTIVITIES.THIS RECORD DOCUMENT MINIMUM,THE MORE STRINGENT OF:(A)THE REQUIREMENTS OF THE"AMERICANS WITH DISABILITIES UIDELINES.ANE
DAMAGES THAT ENGINEER AND BOHLER SUFFER ND NV AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS CONSTRUCTION(LATEST EDITION)AND ANY AMENDMENTS OR REVISIONS THERETO. MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON (42U.S.C.§12101 ET SEQ.AND 42 U.S.C.§4151 ET SEQ.);ND(B)NV APPLICABLE LOCAL ND STATE GUIDELINES,AND
g RELATED TO SAME. 6. IN THE EVENT OFADISCREPANCY)TIES)NDIORA CONFLICT(S)BETWEEN PLANS,OR RELATIVE TO OTHER PLANS,THE COMPLETION OF THE WORK,ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. ANV AND ALL AMENDMENTS TO BOTH,WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.
21.ALL CONTRACTORS MUST CARRY ATLEAST THE MINIMUMAMOUNTOF THE SPECIFIEDAND COMMERCIALLY GRADING PLAN TAKES PRECEDENCE AND CONTROLS.THECONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEERNF 18.THE CONTRACTOR MUST EMPTY,CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS.IF 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY,COMPLIANCE ND R
I REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE EMPLOYER'S LIABILITY INSURANCE ND RECORD,IN WRITING,OF ANY DISCREPANCY(IES)AND/OR CONFLICT($). ENCOUNTERED,IN ACCORDANCE WITH FEDERAL STATE,COUNTY AND LOCAL REQUIREMENTS,PRIOR TO CONTINUING CONSISTENCY WITH INDUSTRY GUIDELINES. J-/O H L E R
COMMERCIAL GENERAL LIABILITY INSURANCE(COL)INCLUDING ALSO ALL UMBRELLA COVERAGES.ALL CONTRACTORS 7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING.CLEANING AND REMOVAL ARE AT THE 3. THE CONTRACTOR MUST EXERCISE ARPROPRIATECAREAND PRECISION IN CONSTRUCTION OF ACCESSIBLE(ADA) ENGINEEBING NC,PLLC
MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER,AND ITS PAST,PRESENT AND FUTURE OWNERS, THE PROPOSED GRADING,AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND CONTRACTOR'S SOLE COST. COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE.FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF _ " 11
OFFICERS,DIRECTORS,PARTNERS,SHAREHOLDERS,MEMBERS,PRINCIPALS,COMMISSIONERS,AGENTS,SERVANTS, IMPROVEMENTS.
TRAVEL FROM PARKING SPACES,PUBLIC TRANSPORTATION,PEDESTRIAN ACCESS,AND INTER-BUILDING ACCESS,TO 1927$,TRYON STREET,SUITE 310
EMPLOYEES,AFFILIATES,SUBSIDIARIES,AND RELATED ENTITIES,AND ITS SUBCONTRACTORS AND SUBCONSULTANTS POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT,MUST COMPLY WITH THE ACCESSIBLE GUIDELINES ND CHARLOTTE,NC 28203
O AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE REQUIREMENTS WHICH INCLUDE,BUT ARE NOT LIMITED TO THE FOLLOWING:
y (DEFEND,IF APPLICABLE)AND HOLD HARMLESS ND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BV THE LIGHTING NOTES (Rev.1/2020) A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50(2.0%)IN ANY DIRECTION. Phone: [phone]
CONTRACTOR HEREIN.ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURNCE OR B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH(48-INCHES Fax: [phone]
S CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIREDINSURNCECOVERAGESPRIORTOCOMMENCINGANY 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE PREFERRED),OR AS SPECIFIED BY THE GOVERNING AGENCY.UNOBSTRUCTED WIDTH OF TRAVEL(CAR NC(�ohlerEng.com
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TARO YEARS CONTRACT DOCUMENTS.THE GENERAL NOTES ARE REFERENCED HEREIN,ND THE CONTRACTOR MUST REFER TO THEM OVERHANGS AND/OR HANDRAILS)MUST NOT REDUCE THIS MINIMUM WIDTH,THE SLOPE MUST NOT EXCEED 1:20
AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED,WHICHEVER DATE IS LATER.IN AND FULLY COMPLY WITH THESE NOTES,IN THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND (5.0%)IN THE DIRECTION OF TRAVEL ND MUST NOT EXCEED 1:50(2.0%)IN CROSS SLOPE.WHERE ACCESSIBLE �`
ADDITION,ALL CONTRACTORS AGREE THAT THEY WILL,TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. PATH OF TRAVEL IS GREATER THN 1:20(5.0%),N ACCESSIBLE RAMP MUST BE PROVIDED.ALONG THE
4 INDEMNIFY,DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST,PRESENT AND FUTURE OWNERS,OFFICERS, 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE ACCESSIBLE PATH OF TRAVEL,OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.VERTICAL CHANGES OF UP TO ``s CAR ''.
DIRECTORS,PARTNERS,SHAREHOLDERS,MEMBERS,PRINCIPALS,COMMISSIONERS,AGENTS,SERVANTS,EMPLOYEES, PLANS,INCLUDING BUT NOT LIMITED TO GENERAL NOTES,GRADING AND UTILITY NOTES,SITE SAFETY,AND ALL AGENCY 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1,2.NO ,��
AFFILIATES,SUBSIDIARIES,AND RELATED ENTITIES,AND ITS SUBCONTRACTORS ND SUBCONSULTANTS FROM ND AND GOVERNMENTAL REGULATIONS. VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. •fr
AGAINST NY DAMAGES,INJURIES,CLAIMS,ACTIONS,PENALTIES,EXPENSES,PUNITIVE DAMAGES,TORT DAMAGES, 3. THE LIGHTING PLAN DEPICTS PROPOSED,SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12(8.3%)AND A RISE OF 30-INCHES.LEVEL LANDINGS MUST ��" '-
STATUTORY CLAIMS,STATUTORY CAUSES OF ACTION,LOSSES,CAUSES OF ACTION,LIABILITIES OR COSTS,INCLUDING, NOTED MANUFACTURER.ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS.LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM S C•
BUT NOT LIMITED TO,REASONABLE ATTORNEYS'FEES AND DEFENSE COSTS,ARISING OUT OF OR IN ANY WAY DUE TO VARIATIONS IN WEATHER,ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS,THE SERVICE LIFE OF EQUIPMENT ND STRUCTURES,AND MUST NOT EXCEED 1:50(2.0%)SLOPE IN ANY DIRECTION.RAMPS THAT CHANGE DIRECTION _ SEAL
CONNECTED WITH OR TO THE PROJECT,INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR($),ALL CLAIMS LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES.HAND _A•°.v 046878
O BY THIRD PARTIES ND ALL CLAIMS RELATED TO THE PROJECT.THE CONTRACTOR MUST NOTIFY ENGINEER,IN 4. THE LIGHTING VALUES ND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THN J=
WRITING,AT LEAST THIRTY(30)DAYS PRIOR TO ANY TERMINATION,SUSPENSION OR CHANGE OF ITS INSURANCE GEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED.ILLUMINATION LEVELS ARE SHOWN IN 6-INCHES. °•°FOG I NEED.°°°4'
HEREUNDER FOOT-CANDLES(FC). D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12(8.3%).WHERE FLARED SIDES ARE PROVIDED,
I 22.THE ENGINEER OF RECORD ND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS,MEANS,TECHNIQUES 5. THE LUMINAIRES,LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION THEY MUST NOT EXCEED 1:10(10%)SLOPE LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF '',.BEN„MCA ``'
3 OR PROCEDURES,GENERALLY OR FOR THE CONSTRUCTION MEANS,METHODS,TECHNIQUES OR PROCEDURES FOR PROPERLY.THIS WORK SHOULD INCLUDE,BUT IS NOT LIMITED TO,VISUAL OBSERVATION,CLEANING OF LENSES,AND 36-INCHES LONG(48-INCHES PREFERRED).IN ALTERATIONS,WHEN THERE IS NO LANDING AT THE TOP,FLARE ''i,/,,111I I,�,`J//1
COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLNS,AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS RE-CAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS.FAILURE TO FOLLOW THE ABOVE STEPS COULD SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12(8.3%).
THAT RESULT FROM SAME.THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN,UPON COMPLETION E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TON
O' METHODS FOR COMPLETION OF THE WORK,PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AND OWNER'S ACCEPTANCE OF THE WORK,THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. ACCESSIBLE PATH OF TRAVEL.THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50(2.0%) SHEET TITLE:
23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER,NOR THE PRESENCE OF BOHLER AND/OR ITS PAST,PRESENT AND 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES.POWER SYSTEM,CONDUITS, FOR POSITIVE DRAINAGE THIS LANDING AREA MUST BE NO FEWER THN 60-INCHES(5 FEET)LONG,EXCEPT
FUTURE OWNERS,OFFICERS,DIRECTORS,PARTNERS,SHAREHOLDERS,MEMBERS,PRINCIPALS,COMMISSIONERS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECTS,MECHANICAL ENGINEER'S AND/OR WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING
AGENTS,SERVANTS,EMPLOYEES,AFFILIATES,SUBSIDIARIES,AND RELATED ENTITIES,AND ITS SUBCONTRACTORS AND LIGHTING CONTRACTOR'S RESPONSIBILITY,AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS.THE LIGHTING CONDITIONS.(SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE).
m SUBCONSULTANTS ATA CONSTRUCTION/PROJECT SITE(HEREIN'BOHLER PARTIES.),RELIEVES OR WILL RELIEVE THE CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION,MODIFICATION,REVISION OR EXTENSION GENERAL
I CONTRACTOR OF ND FROM CONSTRUCTION MEANS,METHODS,SEQUENCE,TECHNIQUES OR PROCEDURES ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT.THESE ITEMS MUST BE INSTALLED OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES,THE CONTRACTOR MUST
NECESSARY FOR PERFORMING,OVERSEEING,SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH AS REQUIRED BV STATE AND LOCAL REGULATIONS.CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN.NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF NOTES
THE CONTRACT DOCUMENTS ND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY FIXTURES AND APPURTENNCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES,IN RARE
OO REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY.BOHLER PARTIES HAVE NO 7. THE CONTRACTOR MUST BRING IMMEDIATELY,IN WRITING,ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, CIRCUMSTANCES.THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD,IN WRITING,OF
AUTHORITY TO EXERCISE ANY CONTROL OVER(OR NY RESPONSIBILITY FOR)ANY CONSTRUCTION,THE CONTRACTOR UTILITIES,OR OTHER STRUCTURE(S)TO THE ENGINEER OF RECORD'S ATTENTION,PRIOR TO THE COMMENCEMENT OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS
OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY ND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. CONSTRUCTION. SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK.CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.THE CONTRACTOR MUST INDEMNIFY,DEFEND, 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE SHEET NUMBER:
w PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. GUIDELINES. ///���
I THE CONTRACTOR'S WORK,SERVICES AND/OR VIOLATIONS OF THIS NOTE,THESE NOTES OR ANY NOTES IN THE PLN G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORM$PRIOR TO POURING _ O /
F SET AND,FURTHER,THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONCRETE IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED,THE CONTRACTOR MUST L/
CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. IMMEDIATELY NOTIFY THE ENGINEER OF RECORD,IN WRITING,PRIOR TO POURING CONCRETE.THE CONTRACTOR
IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE
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//BOHLERENG.NETISHARES\NC-PROJECTS12019WCC19207B/DRAWINGSPLN SETS\CONSTRUCTION DOCUMENTSWCC1920785D1.DWG PRINTED BY:AFILCIK 12.01.22 S 11:24 AM LAST SAVED BY:AFILCIK

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CONTRACTOR TO FILL ONCE ` EX FENCE77�RJ r __ _X_ -_-__ °y ��2 •� •' 7 ASSOCIATES THE CITY OF CHARLOTTE
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\ I x- _ \ \ ��'��•• �•• CINEWORK l!4 PARCEL ID:03122236
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o SEQUENCE OF CONSTRUCTION - INITIAL PHASE? CONTRACTOR SHALL NOT ALLOW MORE THAN 100'OF DISTURBED AREA DRAIN SILT
FENCE ORPERFORM GRADING INA MANNER THAT ALLOWS SEDIMENT LADEN WA ERRDS TO FLOW ` "111 CAR '�,
LONGITUDINALLY ALONG SILT FENCE/STRAW WATTLE LINE.IF A LOW SPOT DEVELOPS ALONG DEMOLITION NOTES: e- '
1. EROSION CONTROL PLAN IS APPROVED BY CITY OF CHARLOTTE. GRADING NEAR SILT FENCE/STRAW WATTLE CONTRACTOR SHALL COORDINATE WITH EROSION
CONTROL INSPECTOR TO PLACE A SILT FENCE/STRAW WATTLE OUTLET IN OUTLET LOCATIONS. ?,If-.F° ,
2. CONTRACTOR MUST NOTIFY CITY OF CHARLOTTE'S SEDIMENT CONTROL INSPECTOR 48 HOURS
PRIOR TO THE START OF EARTH DISTURBANCE. 8. UPON APPROVAL FROM SEDIMENT CONTROL INSPECTOR,COMPLETE DEMOLITION OF EXISTING 1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE = SEAL
IT SITE FEATURES INCLUDING LANDSCAPING,ASPHALT,CURB AND GUTTER B COMPLETE CLEARING, OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970,(29 U.S.C.651 et seq.),AS AMENDED AND ANY - 046878
gi 3. CONTRACTOR MUST OBTAIN VERIFICATION FOR ALL EROSION CONTROL ITEMS AS OUTLINED ON GRUBBING,AND STRIPPING SITE AREAS OF TOP SOIL(IF APPLICABLE). MODIFICATIONS,AMENDMENTS OR REVISIONS TO SAME. _A°v -I
EROSION AND SEDIMENT THE ENT OF N AND SEDIMENT
ENT CONTROL
INSPECTORNSP C EPSCI)FORM UGY CERTIFIED EROSION DURATION 9 ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NC AND CITY 2.BOHLER ENGINEERING HAS NO CONTRACTUAL.LEGAL,OR OTHER RESPONSIBILITY FOR JOB SITE 9°°•FNG/NEe°° ';
PREVENTION AND SEDIMENT CONTROL (CATION)THROUGHOUT THE OF THE
CONTROL PLAN NARRATIVE: PROJECT.PHASE-SEQUENCE VERIFICATION SHALL OCCUR AFTER THE CONSTRUCTION OF EACH OF CHARLOTTE REGULATIONS.CONTRACTOR TO ENSURE ALL APPLICABLE DEMOLITION PERMITS SAFETY OR JOB SITE SUPERVISION,OR ANYTHING RELATED TO SAME. °QO
EROSION CONTROL MEASURE. HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE SAME PRIOR TO COMMENCING DEMOLITION ' eN MG
3 3.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION,ONLY,REGARDING „i „ " -//Z
THE SITE WILL BE DEVELOPED IN TWO PHASES.THE PHASING IS BASED ON DEMOLITION ACTIVITIES. ITEMS TO BE DEMOLISHED AND/OR REMOVED.THE CONTRACTOR MUST ALSO REVIEW THE OTHER
4. THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT
OF THE EXISTING SITE FEATURES AND THE CONSTRUCTION OF THE PROPOSED SITE SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK
FEATURES.THE IMPROVEMENTS INCLUDE THE CONSTRUCTION OF 1 BUILDING,SITE CONTROL MEASURES,DEMOLITION,OR OTHER LAND DISTURBING ACTIVITIES. 10. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF STRIPPING,THE STOCKPILING
() NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. SHEET TITLE:
m PARKING,CURB AND LANDSCAPED AREAS. 5. PRIOR TO ANY CLEARING,INSTALLATION OF SEDIMENT CONTROL MEASURES,OR GRADING,A OF TOPSOIL,DISPOSAL OF ALL WASTE MATERIAL,AND PREPARATION OF THE GROUND. EXISTING
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PRE-CONSTRUCTION MEETING MUST BE CONDUCTED ONSITE WITH THE EROSION SEDIMENT 4.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE
AA N.C.D.E.Q.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,U.S. CONTROL INSPECTOR FROM CITY OF CHARLOTTE TO DISCUSS EROSION CONTROL MEASURES.(46 PLANS OR SPECIFICATIONS,CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS,OR
DEPARTMENT OF AGRICULTURE,AND CITY OF CHARLOTTE EROSION CONTROL HOUR MINIMUM NOTICE) THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS CONDITIONS &
S ORDINANCES. PROJECT,WITH BOHLER ENGINEERING,IN WRITING,AND RESPONDED TO BY BOHLER,IN WRITING,
0 6. INSTALL SEDIMENT AND EROSION CONTROL MEASURES,INCLUDING PERIMETER SILT FENCE, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY.ALL DEMOLITION DEMOLITION
SILT FENCE IS PROPOSED AROUND THE LIMITS OF DISTURBANCE TO PROTECT LOCAL TEMPORARY DRAINAGE DITCHES,AND(1)TEMPORARY SEDIMENT TRAP.REMOVE ALL ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS
0 RESOURCES AND TO RETAIN SEDIMENT FROM EXITING THEISITE.D MAINTENANCET SILT FENCING I ETOVEGETATION IN CONFLICT WITH PROPOSED EROSION CONTROL MEASURES.PERIMETER AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL,STATE AND LOCAL REGULATIONS,RULES, PLAN
/7 BE REGULARLYSOILINSPECTEDAPPROVED FOR DEFICIENCIES AND ALRE ENGINEER.G HAUL-OFFOFFSITE ANNOTATIONLEGEND: REQUIREMENTS,STATUTES,ORDINANCES AND CODES. P LAN
BORROWSHALLBE
MUST BEINWITH AN APPROVEDPR EROSIONR D DIME TA OR BORROW CONTROLSCONTROL SHOULD BE CHECKEDION DAILYAND ADJUSTED AND/ORREPAIRED ALL FULLY CONTAINNT ANNOTATION V hi V
NTOL FROM A LOCATION AND SEDIMENTATION AND CONTROL FEATURES H THIS SITE THE CONTRACTOR O.MAINTAINEO SEDIMENT AND
"' CONTROL PERMIT. EROSION FEATURES THROUGHOUT THE DURATION OF THE PROJECT.THE MONITORING 6.CONTRACTOR SHALL RECEIVE POST CONSTRUCTION CONTROLS ORDINANCE BUFFER AND SWIM SHEET NUMBER:
W AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE TOR: TO BE REMOVED BUFFER DISTURBANCE APPROVAL FROM CITY OF CHARLOTTE PRIOR TO COMMENCING ACTIVITIES
5 THERE ARE NO FEDERAL NOR STATE NATURAL RESOURCES PRESENT ON THE SITE. TO TO REMAIN / - • 1 O 2
THERE ARE ALSO NO HIGHLY ERODIBLE SOILS.ON-SITE DRAINAGE WILL DISCHARGE INTO NCG01 PERMIT.PER CITY OF CHARLOTTE REGULATIONS,INSPECTIONS SHALL BE EVERY 7 DAYS INSIDE SAID BUFFERS. Imo/ L/
F TORE TO BE RELOCATED
THE FLOODPLAIN. AND WITHIN 24 HOURS OF EACH RAINFALL YIELDING 1/2"OR MORE OF PRECIPITATION.FIELD
VERIFY TOPOGRAPHY,VOLUME,AND DIMENSIONS OF ALL APPROVED BMP FEATURES.I.E.POND, 6.EXISTING WELL/SEPTIC TANK FOUND ON SITE.CONTRACTOR/DEVELOPER SHALL CONFIRM THAT
ALL IMPORT OR EXPORT MATERIAL MUST GO TO OR COME FROM A PERMITTED SITE. TRAP,SWALE,BERM,ETC.(CITY INSPECTOR TO BE PRESENT) THE WELL AND SEPTIC ARE NOT LONGER IN USE AND SHALL REMOVE PER HEALTH
DEPARTMENT/LOCAL JURISDICTION REQUIREMENTS DURING CONSTRUCTION PHASE. \
//B
of ( REVISION 9-12/1/2022 )
OHLERENG.NET/SHARES/NC-PROJECTS/2019WCC192076/DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTSWCC192078SS1.DWG PRINTED BY:AFILCIK 12.01.22 @ 11:24 AM LAST SAVED BY:AFILCIK \\\

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is\ ® , ,S 0 ° ' MATCH«EX. APPROX.LOCAT/ON OF I I
I�� �'` - PROP.B"CURB` . I , p EL EDGE OF PARKING I I I r EASTERN
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a ,'REVEGETATED - x _ -- k UONAms 10913 ROZZELLES FERRY RD
`NATURAL AREA I - - . ---��G7sss«/- k �� / / AssOcurE CHARLOTTE,NC 28214
w (030AC) '1 HEx -^- -x- - � Do uNEN'ORK• THE CITY OF CHARLOTTE
o - - �._ APPROX.LOCAPON
r x= _ 0 AND SYZE OF EX MECR[EN'.. PARCEL ID:03122236
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STANDARDIDRAWINGLEGEND ENGINEERING NO,PLLC
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• ��� (NOT TO SCALE) 1927 S.TRYON STREET,SUITE 310
R �� CHARLOTTE,NC 28203
h Phone: [phone]
EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE Fax: [phone]
SEQUENCE OF CONSTRUCTION - FINAL PHASE __ ONBITEPROPERTY LINE/R.O.W.LINE __ e NC(�ohlerEng.com
1. INITIATE ROUGH GRADING OF THE SITE. NEIGHBORING
6 2. TEMPORARILY STABILIZE GRADED AREAS(NON-STEEP SLOPES)AS REQUIRED.STABILIZATION PROPERTY LINE/ -- ` CAR ''
Pi
SHALL OCCUR NO LATER THAN 14 DAYS AFTER COMPLETION OF ROUGH GRADING(7 DAYS FOR INTERIOR PARCEL LINE �.��,
p STEEP SLOPES).
GENE Ef\/YL NOTES. 3. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING,BUT PRIOR LOD LOD LIMITS OF LOD LOD ?��� C"• --
TO PLACING TOPSOIL PERMANENT DRAINAGE,OR OTHER SITE DEVELOPMENT IMPROVEMENTS DISTURBANCE SEAL
AND GROUND COVERS. •
1. RECORDED DEED INDICATES PROPERTY LINE TO THE EXISTING CENTERLINE OF HART ROAD.THIS PLAN 4. START CONSTRUCTION OF CURB AND GUTTER AND ASPHALT PAVING AS SHOWN ON SITE PLAN TO CURB AND GUTTER - • 046878
w INDICATES A PRESCRIPTIVE ROW THAT IS CONCURRENT WITH THE EXISTING TOP OF DITCH,AND A 20' AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES AND THE ADJACENT ROADWAYS. 7 A °J
3 SETBACK FROM SAID PRESCRIPTIVE RIGHT OF WAY(AS DIRECTED BY THE CITY). 5. TEMPORARILY STABILIZE,THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE SPILL CURB °°`°,FNG)NETLe,:°�
2. WATER SUPPLY AND DRY UTILITIES(ELECTRIC,TELECOM,GAS,ETC.)TO PROPOSED BUILDING BY OTHERS. COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY,ANY DISTURBED AREAS, CONCRETE CURB 8 9 •°,
23 3. CONTRACTOR TO VERIFY FINISHED FLOOR ELEVATIONS PRIOR TO CONSTRUCTION,FOR ALL BUILDINGS,AND PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING FACADES. INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 GUTTER ',4 FN BOO '
3 DAYS OR MORE. DEPRESSED CURB AND GUTTER •M `\`�//1
4. PROPERTY ENCOMPASSING PROPOSED BUILDING IS ZONED AS 1.2 AS OF APPROVED REZONING PETITION
2021.029. 6. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO r J
5. CONTRACTOR SHALL CONTACT CIVIL ENGINEER WITH ALL FINISHED FLOOR ELEVATIONS,PARTICULARLY IF FINAL GRADE.
THEY ARE LOWER THAN THE ELEVATIONS DEPICTED ON THE GRADING PLANS. 7. INSTALL ASPHALT PAVEMENT AS SHOWN ON THE PLANS. . LIGHT 'SHEET TITLE:
6. LITTER,CONSTRUCTION DEBRIS,CONCRETE WASHOUT,OILS,FUELS AND BUILDING PRODUCTS EXPOSED TO 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. POLE
u STORMWATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORMWATER DISCHARGES. 9. OBTAIN CONCURRENCE FROM THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL '° - SITE
7. ALL MANHOLE LIDS AND CATCH BASINS SHALL CONTAIN A LABEL IDENTIFYING THE SYSTEM AS STORMWATER CONSTRUCTION HAS BEEN COMPLETED,THEN: CONCRETE
o AND MARKED WITH AN APPROPRIATE STORMWATER AWARENESS MESSAGE SUCH AS"NO DUMPING-DRAINS
h TO WATERWAYS." a PRACTICES(BMPS)REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT IMPROVEMENT
G 8. DEMO PAVEMENT TO BE REPLACED TO MATCH EXISTING PAVEMENT
9. LIMITS OF DISTURBANCE:1.31 AC. b.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS,AND CONTACT THE P LAN
'0 CITY EROSION CONTROL INSPECTOR TO COMPLETE A FINAL NOT SITE INSPECTION AND REPORT.
10. TOTAL ADDED BUILT UPON AREA:0.00(NOT EXEMPT FROM PCSO;SEE PCSO SUMMARY AND NOTES ON COVER 15. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL NOT IS ISSUED BY CITY OF CHARLOTTE. -6- ' rJ U 'WOW, •
SHEET) 6"GRAVEL �/� °
11. SITE EXEMPT FROM STORMWATER VOLUME CONTROL,TSS AND PHOSPHORUS REMOVAL REQUIREMENTS AS e rl e rl" a(COMPACTED SUBGRADE)p / ' ,. ' ,�
N SITE IS ZONED 1-2 NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES •Y •i' G" SHEET NUMBER:
CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN 120- - CONTOUR FM
w COMPLETELY INSTALLED. THE CRC MUST APPROVE, IN WRITING,ANY CHANGES IN THE ABOVE 125 LINE I/ /'
IMPLEMENTATION SEQUENCE,BEFORE THEIR IMPLEMENTATION BEGINS.
SPOT JF�16.00 TC 516.0
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE ELEVATIONS :C 515. /
DOCUMENTED BY THE CONTRACTOR. (
o' SILT FENCE SF SF REVISION 9-12/1/2022 J
//BOHLERENG.NETISHARESINC-PROJECTS12019WCC192078\DRAWINGS1PLAN SETS\CONSTRUCTION DOCUMENTSV4CC19207BSSI.DWG PRINTED BY:AFILCIK 12.01.22®11:24 AM LAST SAVED BY:AFILCIK

•
(ah FINAL APPROVAL 1/12/2023 Ir^^yLr�
PROJECT NUMBER: LDC•2020.00112 rI l .4 I
CHARLOTTE_
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ENGINEERING Andrew Poindexter 4.) Q4 �, 11E
PCSO/DETENTION/DRAINAGE PLAN rj Z y
EROSION CONTROL Jeff Bock 1 Vz Z W , itli
URBAN FORESTRY Vincent Condon r—, z W t,,s 2 2 E5 ad
TREE ORDINANCE I.1 z Z W W V1 LL W �4
CDOT N/A w �ziar�Wi §h
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NOTE:THIS PLAN APPROVAL DOES NOT 4y1 Z N 2 W Z F I— ."'a
INCLUDE CHARLOTTE WATER.FOR MORE Z 82 Q%Q?O g o
INFOOR VVISITTION,PLEASE CALL htttp//charllottewat¢.049336-6499 O Vy J 0(O N K N g m
NOTE:THIS PLAN APPROVAL DOES NOT 1/2"RADIUS TYPICAL 6" IA Z Q d zQ FA Q S
INCLUDE COMMERCIAL ZONING.ALL BUILDING MM r�4 J J IC
PERMITS AND ZONING APPROVALS CAN BE Ly W M e
OBTAINED AT MECKLENBURG COUNTY CODE '4 a '1 11 U w
ENFORCEMENT.PLEASE CALL CTAC AT -4 - W 8
704-314-CODE(2633)FOR MORE INFORMATION. 3g
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING 6 N
AT LEAST 98 HRS.PRIOR TO ANY LAND ° a .FINISH GRADE
El DISTURBING ACTIVITY USING THE ONLINE 3g[[
FORM FOUND AT http://charlottenc.goWld - 3
f
CLASS2AB it / REVISIONS 1
COMPACTED TO 95%
REV DATE COMMENT
110. ��,I�I.I�I� q 1 10/16/2019 PERMIT COMMENTS axSPVo
DR
salh../LoIhr•AliftIlhl•Ilhlealhl.. TAM
1-e--12" I 7h"' 2 02/28/2020 PERMIT COMMENTS DR
SUBGRADE COMPACTED 3 06/24/2020 PERMIT COMMENTS RP
TO 95% - DR
4 06/30/2021 REVISED PLANSET p'TZ
MT
5 12/23/2021 PERMIT COMMENTS JZ
DH
6 04/28/2022 PERMIT COMMENTS JZ
DH
7 07/07/2022 PER CITY COMMENTS JZ
DH_
8 09/02/2022 PER CITY COMMENTS AF
NOTES - JZ
9 12/1/2022 PER CITY COMMENTS AF
1. AM
2. ALL PORTLAND CEMENT CONCRETE(PCC)SHALL BE 4000 PSI(6 SACKS PER CUBIC YARD),3/4"AGGREGATE.
3. PORTLAND CEMENT CONCRETE SHALL BE BRUSH FINISHED PARALLEL TO FACE OF CURB.
4. ALL CURBS SHALL BE BACKFILLED BEFORE STREET IS ROCKED AND PAVED.
5. CLASS 2 AB,SUBGRADE&FILL MATERIAL SHALL HAVE A MINIMUM OF 95%COMPACTION UNDER CURB. l{'
6. ON STRAIGHT RUN OF CURB.1/2'EXPANSION JOINTS SHALL BE INSTALLED ON 40'C.C.&WEAK PLANE JOINTS INSTALLED
MIDWAY BETWEEN EXPANSION JOINTS.
Know what5 bEloW.
Call before you dig.
DRAWN BY: CHECKED BY: ALWAYS CALL 811
6" STANDARD CURB DATE: APPROVED BY: L It's fast.It's free.It's the law.
(PARKING AREAS) SCALE: NONE DRAWING NO.
FIELD NOTES: _
APPROVED FOR
1.5.ASPHALT SURFACE COURSE (59.5B) ` CONSTRUCTION
PROJECT No.: NCC192078
DRAWN BY: DR
2.5.ASPHALT BINDER COURSE (119.0B) CHECKED BY: DH
DATE: 09/18I2019
CAD I.D.: NCC192078SD1
/-
6"CONCRETE 6 COMPACTED STONE BASE ` ,
6 8 W WM(10 GA) PROJECT:
1
fCOMPACTEDOTONEEASE(ABC) CONSTRUCTION
DOCUMENTS
FOR
_111-I III-1 III-1 III-1 III-1 III-1 III-1 III-1 III-11
=T 1=1 T 1=1 T IJ T EI 111 T 1-1 T 11 T IJ I= =11 L=1 -111=1 I1=1I 1=1 T IF =Ill=111=1J=111=1J=111=1J=111=1J=111=1J=111=1J=111=1J=111=1J=111
1Tjl T 1=1 -1I 1=111-11 EI11=111-111-111-111=0 1=k0-0 1=111 111TII111 11111 11111 11=' EASTERN
COMPACTED
SUBGRADE
`COMPACTED SUBGRADE
1TED ER SOLUTIONS
(PER CMT ENGINEER) S
NOTE:
1.CONTRACTOR MUST CONFIRM CBR VALUE IN FIELD AND COORDINATE WITH PROP. EASTERN
STRUCTURAL AND/OR CMT ENGINEER TO DETERMINE SUITABILITY FOR NOTE: SPEC.
PROPOSED DEVELOPMENT. 1.CONTRACTOR MUST CONFIRM CBR VALUE IN FIELD AND COORDINATE WITH WAREHOUSE
STRUCTURAL AND/OR CMT ENGINEER TO DETERMINE SUITABILITY FOR 10913 ROZZELLES FERRY RD
PROPOSED DEVELOPMENT. CHARLOTTE,NC 28214
THE CITY OF CHARLOTTE
J PARCEL ID:03122236
HEAVY DUTY CONCRETE SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION f
BOHLER
I NOT TO SCALE NOT TO SCALE m ENGINEERING NC,PLLC
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1927 S.TRYON STREET,SUITE 310
4"x4"WOOD POST CHARLOTTE,NC 28203
y -1 Phone: [phone]
8,0"O.C.
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NC(�ohlerEng.com
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FINISHED GRADE E. E-N MC'�O
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1 11111E11 1 11 111= 9 II "II Z 11=1 SHEET TITLE:
sl IE
CONCRETE BASE — 111Ell
.0- 11 •
}3'CURB CUT
III -
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Ol SITE DETAILS
NOTES: ,2"OMIN.
1.ALL LUMBER TO BE PRESSURE TREATED.
2.USE 6"x6"POSTS AT ALL CORNERS(ANGLE POINTS).
et, SHEET NUMBER:
F _ CURB CUT DETAIL BOARD ON BOARD FENCE DETAIL
NOT TO SCALE NOT TO SCALE O
o f 1• REVISION 9-12/1/2022 )
9BOHLERENG.NETOSHARENINC-PROJECTS1201994CC19207B\ORAWINGSPLAN SETS\CONSTRUCTION DOCUMENTSWCC192078SD1.DWG PRINTED BY:AFILCIK 12.01.22©11:24 AM LAST SAVED BY:AFILCIK

•((a), 1 FINAL APPROVAL 1/12/2023 11^^�..'',, C..)PROJECT NUMBER: LDC-2O2O-00112 rI ' Fa
CHARLOTTE FF�� a g
ENGINEERING Andrew Poindexter W a 0 11
PCSO/DETENTION/DRAINAGE PLAN ^ rS
EROSION CONTROL Jeff BoCC"livE 1 Vz W i�
URBAN FORESTRY Vincent Condon z Z t 1 W>
1 VT C7 ZSZNo IN
TREE ORDINANCE py (�Z W W V1 W �4
TEMPORARY DIVERSION Z>U'F W�rn B
CDOT N/A DITCH SEE CLDSM#30.05 W Q=p W Z R w
SEE NOTE 1 OR FLATTER 10' MAX. / 1 �1 W 7 K¢K m(�j o w
1 W=5'MIN. IC){� N Q Q Z Q g 6
NOTE:THIS PLAN APPROVAL DOES NOT I 12"MIN OF NCDOT{5 FFjj Z N 2 W Z F F ,,:a
INCLUDE CHARLOTTE WA ER.FOR MORE OR#57 WASHED STONE T�I Z Q Q F O 8 o
INFORMATION,PLEASE CALL 70,336,400 STD. & ' IH K -
1EEIPORARY SEDIMENT TRAP Y' T>• 1.5'MIN. �I� p U U d §m
OR VISIT MIP://Charwtta Haear.Dr9 _ SPEC. # TITLE SPECIAL REQUIREMENTS & NOTES DESIGN CRITERIA r1 _ _-_-_ V zQ g rD N N N oA
NOTE:THIS PLAN APPROVAL DOES NOT - 360D CU FT/ACRE � Lc Z ° Q
INCLUDE COMMERCIAL ZONING.ALL BUILDING J1 OR FLATTER 6.11 PERMANENT SEEDING - DRALWDE '.! , W > a g w e
PERMITS AND ZONING APPROVALS CAN BE 2 AREA <1 AC. - 'L- I �., 5'MAX U OBTAINED AT MECKLENBURG COUNTY CODE 10' MAX. _ 6.17 _ ROLLED EROSION CONTROL PRODUCTS _ - �.� i � ¢
ENFORCEMENT.PLEASE CALL CIAO AT (�fl6) 4/0 W
704-319-CODE(2633)FOR MORE INFORMATION. -_ H ,=1,=.�.�� 5g
6.51 HARDWARE CLOTH & GRAVEL INLET PROTECTION - MIN . 47)
NOTE:SCHEDULE PRE-CONSTRUCTION MEETINGin4. .
AT LEAST 98 HITS.PRIOR TO ANY LAND 6.60 TEMPORARY SEDIMENT TRAP WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN. WIDTH 21 C41%.. -1� (�.\�^ir • �P _ as
DISTURBING ACRVITYU INGTHELAM,E - RAIM) AT:'\\' ,i. ��\ „!�tfla'A P\ ilf'V,.f�:a gg
FORM FOUND AT http:/I arlottenc.9ov/Id 6.61 SEDIMENT BASIN FLASH BOARD RISER NOT PERMITTED - 3600 - -��1G\\_ �l%1��\�.�11'\\�\\y\ �\1%%11. 1: \\- IN @
MIN. (CU.FT. A
1ST BAFFLE: RIP RAP & WASHED STONE BERM VOLUME PER AC. FILTER
NOTES: ALTERNATIVE 2: 2ND BAFFLE: STANDARD BAFFLE REQUIRED DASNRBm) FABRIC /
10' MM. 6.64 SKIMMER SEDIMENT BASIN 3RD BAFFLE: STANDARD BAFFLE
1. IF DIVERSION DITCH USED,IT SHOULD 3'WIDE BENCH J1 OR RATTER SURFACE 435 REVISIONS 1
FLOW INTO SEDIMENT BASIN ROCK Y2 R.DPr. - -
CHECK DNA,OR SLOPE DRAIN TEE NOTE{2 • AREA NADIE
I � 010J DESIGN SETTLED TOP OVERFILL 6"FOR REV DATE COMMENT
NCDOT
2. BENCH SHOULD BE GRADED AT OS 10'CONSTRUCTION 0.5S�._ 1606.1 SPECIAL SEDIMENT CONTROL FENCE - A 21 MIN - CHECKED
SETTLEMENT
LONGITUDINAL SLOPE(ON-CONTOUR) HIGH ACCESS •.1!�\\ �.. \ \ DR
-1'1- 1 10/16/2019 PERMIT COMMENTS
SILT FENCEHAZARD Jf?\`j`��_.. __ _ - -5 Q�"��`1\l`� 2 02/282020 PERMIT COMMENTS TAM
SEE CLDSM IN 2 I OR FLATTER NOTES: „I„��\�T.: L 10 MIN. 5'',0,00 1F EMERGENCY DR
{30.O6B 10' MAX. THE STANDARDS&SPECIFICATIONS SHOWN ARE FROM THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND �,' \`1\ \ "il `°'�11\, RP
BY-PASS 6' 3 06/24/2020 PERMIT COMMENTS DR
DESIGN MANUAL(NCESCPDM)PREPARED BY NC DEPT.OF ENVIRONMENT AND NATURAL RESOURCES(NCDENR); ALSO 1. REFER TO NCESCPDM T \��"�'CI U`� \\`\ . _ N' ' D BELOW ATZ
SECTION{SAO FOR ,�� Gl�! ��� , •cj 4. \ ���� SETTLED TOP 4 6/30/21 REVISED PLANSET
WIRE MES REFERENCE NCDOT"ROADWAY STANDARD DRAWINGS,"LATEST EDITION. ADDITIONAL DESIGN 2'TO 3.5' ��eG,71� `W44( 1�\ OQ} V I'" OF DAM MT
-. SPECIFICATIONS __�__";`�11`\,���\ ����`.1�nih._�r.,•.,.,...✓. °j��`.:�`�,j1,
THE CITY OF CHARLOTTE HAS ADOPTED THE SPECIFIC STANDARDS&SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY REGARDING TEMPORARY - NATURAL GROUND
MINIMUM DESIGN STANDARDS&SPECIFICATIONS. 'SPECIAL REQUIREMENTS&NOTES"ARE INCLUDED WHEN THE CRY OF SEDIMENT TRAPS.
CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE NCESCPDM OR NCDOT STANDARDS. FILTER FABRIC X-7'MI.
2. REFER TO CLDS
STANDARD#30.19 FOR
NOT TO SCALE BAFFLE SPACING NOT TO SCALE
TRAP 1 DATA SIBLOCK
• CITY OF CHARLOTTE TRAP N0. DAREA AREA
RHARGE DENUDED O,P REOI I1Rm`L'PROLATE.ED REOU Ri m'RF� D R(FAT) (AM (FEED (FEET) )FLIT) (FAT)
(M LAND DEVELOPMENT STANDARDS SLOPE STABILITY •rw, CITY OF CHARLOTTE SPECIAL (OGRES) (WREN) (CUBIC F.)(ABC R.) (SO R.) (50 F.) H/2
SfD REV - LAND DEVELOPMENT STANDARDS EROSION CONTROL1 1.31 0.99 4.3 CFS 3564 6292 1878 2025 _ 1.75 3.5 10 1.5 5 7
�i�JAJu-DTI>E INCLUDES CHARLOTTE ETJ 30.16 1, �STD NO REV
F/'©�Awmr� INCLUDES CHARLOTTE EJ REQUIREMENTS & NOTES 30.001.A
GENERAL NOTES:
FOR LATE WINTER AND /�
SOIL RECOMMENDATIONS
•y� CITY OF CHARLOTTE
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. FOLLOWND750 RLB/A RE 10-10 OF SOIL IZER OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (\I// LAND DEVELOPMENT STANDARDS '
EARLY SPRING: AND LB/ACRE 10-70-10 FERTILIZER TEMPORARY SEDIMENT TRAP /S,D.NO- NFV
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES SEEDING MIXTURE. INCLUDES CHARLOTTE ETJ 30.01 15
OR CHANNELS TO SLOW VELOCITY OR TO CREATE MULUH' `�L\�"() /
RYE(GRAIN)- 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH
SEDIMENT TRAPS. I•yMN. ANNUAL LESPEDEZA(KOBE)-50 LB/ACRE ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING Know what's below.
5 WASHED STONE (OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL 1.5"ASPHALT SURFACE COURSE
3. ENSURE THAT MAXIMUM SPACING BETWEENDAMS PLACES THE ISs.58) CallallbetDn:youdl.
TOE OF THE UPSTREAM DAM AT THEESAME ELEVATION AS THE I OF TEMPORARY COVER IS NOT TO EXTEND
JUNE) M4NTENANCE: ALWAYS CALL 811
DOWNSTREAM DAM (SEE DIAGRAM BELOW). A •!!`•�'::,i.., I REFERTLIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,FERTIUZE AND MULCH IMMEDIATELY FOLLOWING
.%��'J-��T�.i.. SEEDING DATES: EROSION OR OTHER DAMAGE It's fast.It's tree.It's the law.
DIAss a ae I ."Aiit' .•.ti�i.•.:.::•-.<Dam JAN.1 -MAY 1
�1 jy:K�47t�,,j':.. 2 2.5"ASPHALT BINDER COURSE (119.0B)
•� •..�rAO-�•�a,i.'.._ MIL AMENDMENTS'
+• • �-'••amity�•-.:_ FOR SUMMER: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL UMESTONE
A MAXIMUM SPACING B 1�Z��filna W•�7�.1j�:� :::.• AND 750 LB/ACRE 10-10-10 FERTIUZER NOT APPROVED FOR
-/� _ SFFOINO MIXTURE:
_ -=I_III=1u-au 111z 11 - I, imF I GERMAN MILLET-40 LB/ACRE MULCH: CONSTRUCTION
-A I__))__H FT_ (A SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH 6"COMPACTED STONE BASE(ABC)
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING PROJECT No.: NCC192078
A AND B ARE AT EQUAL ELEVATIONS TOOL
CROSS SECTION SFFOINQ OATFS: DRAWN BY: DR
MAY 1 -AUG.15 JANTENANCF: r�F r. .� �v.<F:.r' , CHECKED BY: DH
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,FERTILIZE AND MULCH IMMEDIATELY FOLLOWING -.'- DATE: 09/18/2019
EROSION OR OTHER DAMAGE CAD ID.: 330
SOIL AMFNDMFNr[: -=Ill- - - - - - - - -III- I /
a w I FOR FALL: FOLLOW RECOMMENDATIONS OF SOIL ICSIS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL UMESTONE -1Ij-�1. II I�I 1 =T-III- 11It1 I-I I If I=111.1m= III- � - PROJECT:
AND T,000 B/ACRE 10-TO-TO FERTIUZER =III PROP.
SEEDING.MIXTIRF COMPACTED SUBGRADE
ulII'QI' �„3 :••'. . 9•MN ,„....:„......:„..v.,-�Iww�.... RYE(GRAIN)-120 LB/ACRE MULCH: (PER CMT ENGINEER) SITE PLAN
1n 9 •/4 4 7.. l•14 • �'•+• • J FSING TATF APPLY TOOL LB/ACRE STRAW.ANCHOR STRAW BY TACKINGRA WITH ASPHALT,ERRING,OR A MULCHR
.�- •.1R AF 4: ANCHORING A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
° ,°- -.............4".- • •.�:{fit... �., AUG.15-DEC 30 TOOLDOCUMENTS
qta: ,-_,,:f%'l••:��_• 4-"_ J-,1-tl MHNTFNANC.F:
NI - �I DI NOTE: FOR
ul°i-In i�p,!u_T��i�:11022,71- REPAIR AND R IZE DAMAGED AREAS IMMEDIATELY.TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN 1.CONTRACTOR MUST CONFIRM CRB VALUE IN FIELD AND COORDINATE WITH
IS NECESSARY IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEER WITH 50 STRUCTURAL AND/OR CMT ENGINEER TO DETERMINE SUITABILITY FOR EASTERN
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. PROPOSED DEVELOPMENT.
PLAN FOR ADDITIONAL INFORMATION,REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL(ESCPDM),SECTION 6.10. SPEC.
FOR PERMANENT SEEDING SPECIFICATIONS,INCLUDING SEED BED PREP,SEASONAL UMITATIONS FOR SEEDING OPERATIONS,THE KINDS OF GRADES OF WAREHOUSE
FERTILIZERS,THE KINDS OF SEED,AND THE RATES OF APPUCATION OF UMESTONE.FERDUZER,AND SEED.REFER TO NCDENR ESCPDM SECTION 6.11 AND
NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
• CITY OF CHARLOTTE • CITY OF CHARLOTTE
STANDARD DUTY ASPHALT PAVEMENT SECTION PROPOSED
WAREHOUSE BUILDING�) LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM (CM LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE .S,o No REV NOT TO SCALE
0913 ROZZELLES FERRY RD
(II1111Arn.. INCLUDES CHARLOTTE EI'J 30.10A 15/A©IALHATTE. INCLUDES CBAELOITE ErV - 30.17 9J 1 CHARLOTTE,NC 28214
V THE CITY OF CHARLOTTE
PARCEL ID:03122236
STEEL POST Y MAX AX
Ho �■.•I�• ■.. STEEL PRNl�` 6'M STEEL Pon
(:APPDDMWE HARDWARE CLOTH m B OH L E R
T..MM.pTTa1c 47.- 4 POST
WASHED E _ FLIER FABRIC ENGINEERING NC,PLLC
NCBELS O 32
NCDOT/s OR/57) WOVEN FILTER FABRIC '
R o`- 1927 S.TRYON STREET,SUITE 310
" ....
w s` CHARLOTTE,N C 2 8203
I II l I I IIl I I I II I I I II Ky
-II II II 11=11 11 II 11=11 II II II II 11 II I I I _ _ _ _ _ Phone: [phone]
"WAWA 1 = -1 6 I1 1 II =-11 I -I II11 11 III-11 11-11 I III- , - Fax: [phone]
a LL SLOPE II II1I I 11 II au=uI na=H=u u u u=Ti 11=11= CI = = B - _= ==11 11 11=11- 11=11 II 11 11 11=11 11=1 _ IaII 11 NC BohlerEn comw -n1 IOR / 1l- __ 4 ':{
Y.,EEiw
ANC ANCHORArFSKIRT. i
AN
D PAR TRENCH ANDCOMPACT .
'o r MIN 2'MI COMPACTED BERM BACKFILL ..�N CARp�"
GENERAL NOTES: S /p•.• '
$ILA FENCE ••9
tEINI$H (SEE NOTE 2) 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FORA PERIOD OF
Are LGRADE MORE THAN 30 DAYS. _ SEAL
GROUND - 043610 T• -
2. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL = ...
e
GENERA, NOTES: MAWTFNANCE NOTES: TYPE' MNNTENANCE NOTES: t'•`°°FNGINEEN•,"
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 19 INCHES HIGH BUT NO 1. FILTER OUTLETS SHALL BE NSPECTED BY THE FINANCIALLY \RESPONSIBLE PARTY OR 3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY ,4F4..........° ,,R7
TALLER THAN 18 INCHES. HIS AGENT IMMEDIATELY AFTER EACH RNTFNL AND AT LEAST ONLY DARING OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING A.
PROLONGED RNNFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. '°.r„I,,,,�I'
WR /�/
2.HARDWARE CLOTH SHALL BE ANCHORED 10 THE STEEL POSTS SECURELY USING ADJACENT TO SWIM BUFFERS.STREAMS OR WETLANDS (REFER TO SWIM BUFFER
YWTFP � APPROPRIATE ANCHORS.HARDWARE CLOTH SHALL BE(EYED IN A MIMMUM OF 12 INCHES 2 THE STONE SHALL BE REPLACED PROMPTLY IPIFR ANY EVENT TART HAG CLOGGED GUIDELINES).THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
RA( IN LENGTH AND BACITEILLED PROPERLY PS SHOWN IN ABOVE DETAIL HARDWISE CLOTH TO OR REMOVED R. ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE MID THE BARRIER STILL IS NECESSARY,THE
OF DITCHDTO BE C
DESIGNED Y2pNN0 BE SLUE AS 510./30.09(19 GAUGE.1/4-SPACING). FABRIC SHALL BE REPLACED PROMPTLY. SHEET TITLE:
3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DERMA'S REACH HALF THE HEIGHT
BY ENGINEER 18"MIN 3.POSTS SHALL BE NO YpRE THAN 4 FEET MIST. OF THE BARRIER. Alf,SEDIMENT DEPOSITS REAWNING IN PLACE MER TIE SILT 5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
( ) 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.HALF
w FENCE OUTLET B REMOVED SHI11 BE DRESSED TO CONFORM TO TIE IXISTNG
m 4.SIZE OUTLETS AT ANY POINT SHALL CONCENTPAIfD FISIYIS ARE ANTCIPAIFD AND AT THE GRADE.PREPARED AND SEEDED. 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
' DIPECTON OF THE INSPECTOR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE CONSTRUCTION
5 EXISTING GRADE,PREPARED AND SEEDED.
wNOTE: 7 AREAS OFCONCENTRATED FLOW. ACROSS STREAMS,DITCHES,WATERWAYS OR OTHER DETAIL SHEET
1.DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2.SILT FENCE MAY BE REQUIRED BEHIND BERM
SHEET NUMBER.
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE NOT TO SCALE C-401
1 SILT FENCE CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH ,STD NO. RN lmI LAND DEVELOPMENT STANDARDS
OUTLETI LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE STD No REV (
°i `(nAHLOTI- INCLUDES CHARLOTTE ETJ 30.05 15^ $• INCLUDES CHARLOTTE EN 30.O6C 15.i��wA.LI,E INCLUDES CHARLOTTE ET) 30.06A 15 REVISION 4-6/30/21 )
CIPROGRAMDATA,BOHLEMC302020,EMFNCPUBLISH_52 MUNSAVED DRAWINGIDWG PRINTED BY:ROOK]08.21©8:39 AM LAST SAVED BY:TZOOK

//•
(a.) / OG SURFI
"„' FINAL APPROVAL 1/12/2023 OFswFALE�AR.
PROJECT NUMBER: LDC-2020-00112 HET
T 201.E 25X GFNFRAL NOTES: La I
CHARLOTTE_ a B
ENGINEERING Andrew Poindexter 1. DRIVE 6'STEEL POST AT LEAST 5
PCSO/DETENTION/DRAINAGE PLAN 4"x4'WOOD POST -I / \ wqr ,Viux 24• INTO SOLID POUND. CI i
8'-0"OC.
EROSION CONTROL 62. USE STAPLES 1'APART i.
/ HORIZONTALLY AND VERTICALLY
Jeff Bock C � 1 TO ATTACH HE FILTER FABRIC W
J/ 1'k8"WOOD SLATS 111•rli' I,fi'� �/ X TO THE%IRE FENCE �4I. Z r W l!
URBAN FORESTRY Vincent Condon 2"x4"STRINGER (VERTICAL) 11•�•I' Ppiy C7 w i- W U 6�
TREE ORDINANCE (2 ryP') II AIM�)1'A ej%�,�Irl 1•A•'•,� \ 3. MINIMUM BAFFLE SPACING IS 10'. W �F W W j 03
nCd ^ el IliP 11 1 �� : f: !:
. THE OF THE BASI I,y U Z W W N>W ib
10 •• IOC M 11 r THE •
INCLUDE ADDITIONAL O UZKQQ-O fp1
OR VISIT htlp://charlottewatecorg / .,a;-. aV.4.4W 1C:_,. $PECFlATIONS. p Q U•N y N g��
NOTE:THIS PLAN APPROVAL DOES NOT :'_��':.'..k: :;-: �J Z d
INCLUDE COMMERCIAL ZONING.ALL BUILDING -' *:'e6' PC)
^ E a-Q P ''
PERMITS AND ZONING APPROVALS CAN BE FINISHED GRADE / \ \\\\\
�#' �(/T/� T� W U J H
OBTAINED AT MECKLENBURG COUNTY CODEENF III i�
704-0319EC0 E(2633SEC MOREALL INFORMATION.NFORMATION. � yyy r.. -III ,I I. Z -1 OITC(y 5g
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING -III I ' I�: f \X-- /X 55
AT LEAST 98 HRS.PRIOR TO ANY LAND CONCRETE BASE III IIII I 1111 N-0• ' X d 3
DISTURBING ACTIVITY USING THE ONLINE 111 u 111 LJ 4 (D,�)
FORM FOUND AT http://CharlOtte0C.g0V/I6 11-11 III I I IM
III 7�W�.1 MC B'Spa rgSr ,
NOTES: 170 MIN. IS FLOW
REVISIONS 1
1.ALL LUMBER TO BE PRESSURE TREATED. Bar2oqu µo COMPACT
2.USE 6"x6"POSTS AT ALL CORNERS(ANGLE POINTS). MICE AND FABRIC MIN e
IS BUwFn IN tadcx I REV DATE COMMENT xscaga
BOARD ON BOARD FENCE DETAIL i f 0/162019 PERMIT COMMENTS TAM
v
NOT TO SCALE 2 02/2Bd2020 PERMIT COMMENTS DR
DR
NOT TO SCALE RP
3 06/24/2020 PERMIT COMMENTS
DR_
• CITY OF CHARLOTTE ATZ
VW/ LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION MT
4 8/3021 REVISEDP ANSET
�SR)N0. RFV
� L INCLUDES CLARU TTE ETI 30.19 15
N (OAT ill r aw4waCnON iC .ww°.NN REPomNG sewxapanON,.0410ne.wxo.eewewmxa av-asacn0N,0EC°xwm...,..p0RTaa KEY/ANCHOR MATERIAL AT
_ TOP OF SLOPE.
Self.inspectIons are requiretldUrIng net.Nth.boers In
onennyentes[bet Mug be Reported
below.When adverse
Teesmv.Omme aite conditions
nn cede ld "uasafety
a�busmencaa'onww-cate coverageunder vpi Vasa se...deposit.n In a meads of wetland. SPACING ITYP.• •
whim It Is mato n a.m"n oadequerw bag. L7,effolio.+a u ertainiinnIasi theM approved - ^7/
d mon the menta pms greeter then 1.0 Inch=ere outside of normal business w.germ when aepectga bew.ns�te.^.mm�ahiem, TN Misuse
/ /
were
me 1- " �� nor age, m "^. < < GENERAL NOTES:
.w m •They ere25 geam.rm.m
xm. .Thelma less N.mdrwn n2.m
r " ...,aaaa rbe •Tbwc.4•.•••nn,ma•.w•••••m.-.4•.am o,
36" MIN. SPACING TYP.• /
n . pm. s".. •They•awemntm!net wmawwm.,IrY.a at.rwd.m.i. / 1. STAKELAY OR BLANKETS STAPLE
TO AND
m be nwmpomNequanuues unmrsemonaz2 4- / OR STAPLE TO MAINTAIN
um rmistenr substances Inm2wCOMIA -/ //� DIRECT CONTACT WITH THE SOIL.
..a. M....wa.a in*mea`Pnagein.res.2a22,s.gs t j DO NOT STRETCH. Al
•N.... WI AmnpTm bypasses and unamegatea wmeses 7 2. •DIMENSIONS SHOWN ARE ',
LSI • -.,,,. „. ° - MINIMUM MANUFACTUREDVEA ���
1e1 mnmr amewmmemnde.'sof.pamnmamwendanger new orm: PRODUCTS MAY HAVE ADDITIONAL
• x• X "Il•�^a�^^m t� REQUIREMENTS THAT MUST BE Know what's below.
m..emN - team L.nro.rwNTrwam.sana omarww.r.rds snag .4I��/ 8• MET. Call before you dig.
"w Ia b.naa^ '=m=' = M accordance...Ole ne OVERLAP 3. SLOPE SURFACE SHALL BE FREE ALWAYS CALL 811
/` IN SLICE OF ROCKS,SOIL CLODS.STICKS,
• ."w..ti...... _"""'""•. ».r"=. „b, sonea the En.ronmmu Ememnesam.rmrmnn.e<Ingelaov - ` GRASS.MAT/BLANKETS SHALL Its last.It's Gee.It's the law.
meeleinae 1. mbean.nwsiuF uromamm `L:^%ST ;,,. HAVE GOOD SOIL CONTACT.
bur.. ..r•e•wr..era.. pdr.e..a P..a". w.re•awr�aN +5.w,ti•:...._,..',.
following
awe ""i:a•.,ymraw ;/ // 4. THE DETAIL SHOWN N FOR SLOPE
'Wow... •4.4.4.4. low otwws4m4mowwww.carommawoomManneswan ngw.mmnee.m.em. par �.,: MATING. FOR CHANNEL OR PIPE
wormer einew..e.woes wanIMIIM _ _ ma aemam.nemeP,.nar. menee,...a.,..rrr �. OUTFALL MATTING SPECIFICATIONS,
w ,smaGenealPer.<aswegesmeummeawwarage,arternarm... a. r 110w eweewm - PLEASE REFER TO NCESCPDM NOT APPROVED FOR
ev e L S.S�_F ▪!" N nit M .......w m elan" >: :4 ": '`' STANDARD ie.n AND CONSTRUCTION
__ WATER TABLE
w.w. aw"wawwwwwwwwmra�. provided mrn.°i1 ��Pw •� �' ""' II / MANUFACTURER'S GUIDELINES.
ents.Wool
P.�•�..a rtw"Wa wErwa. She,n opro,.e.a access end utility«enrol required wnMWpnetl k 11 be al.w.aN ~ p.....a..• d"wr'"�" ~ • _ I/�� PROJECT NO.: NCC192076
awiw ,�,,,,�...�..� ^�••almmons Mx.. .�•4~' / DRAWN BY: DR
---" maintained/dap.. • _ .+ j CHECKED BY: DH
spect.form
NOTE:Te reins eaten axaft wad'calendar ea l ectn requirement. Mmm land."am. . IMAM
wro tee daypa�lgn<nrmnin that q 1 .e.,i.,r..n.rr. wen OM DATE: 09/18I2019
PART%SECTION n1M I pa Wes"• "r NON-WOVEN GEOTEXTILE FILTER CLOTH CAD I.D.: sso
MAW 00.0fEMMERTWINS.MAINTENANCEwa°Sour A ^ " ^=^w°"'� FABRIC 4'ABOVE SOURCE WATER. t 1
Seellment bashs and traps..recelve runoff,tom clnalnage areas of one acre or more shell use outlet nructures that wIthdriew water f rote for maintenanee or close out the shag be nae ow mampe�ae."wnhexte neednem mu...aft ss"','•."Pn°.'wuPrmammcomamee. PROJECT:
pan,urfacewraaraw,lsnuns gnembairns....alowedoniv.enagold..awingcr.raha•ebeenme4 v . m PROP.
IA rn Ace wthemm5 a,a um,em amepam0amemmwmaeds n"Emeur.me nmvumce mom a.2 rx I `'...�mreraao..sYYnrnaMsaertl.,,11 ..„
°' Ta•w�daaB. SITE PLAN
IM shall lac kbaaauai nx been repo tteedas an aanmw ee bypass In madame wim Part gn xainn C,item all•and lalonms perm. tareby ea.^w. •'
Ie1 a aterI�:;ixn:rm are treated w...ells to minlm�.dis.ar•of pollutants from ammeter mars,removed from me sediment basin.Examp,w,tapend.mnmaaa000o DOCUMENTS
aesanea and maintained eewatedneana wentenb,aMgwmonv R, KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
Tel.eueee,ugam areas or the mesa a properly aea¢nea stone pad Is used m the aawaaside n the cutlet oime aewaunnnaeatment de*....dinners
1e1 Sediment asha.modamsseamemaam,anaSommeI.b edridedischargepaintsofaleeaaannaeam,a�a ,.. -RTH.CAIwuoA NOT TO SCALE FOR
el Sedimema ram the*watering treatment devices described in Item mlabme.Ispased w In a m.nrerthat does not cause deposition w,"lment Into enders wove unbeawte.. QEI�LF
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 me CITY OF LAND DEVELOPMENTLSTANDARDS EASTERNTTE SPEC.
EMBANKMENT MATTING DETAIL /STD NO WV
�CrinmIIFFE INCLUDES CHARLOTTE ETJ 30.20 1.i WAREHOUSE
GROUND SToeBIUZnu°enmNDDMEx''wu.Ar RANDOM PRACTICES FOR mw0E0«Ewm ,.........•.....in on•�e; mAp",0nd nr"Me discharge r°`•"^ E PROPOSED
NE 1/2"RADIUS TYPICAL 6" IY' Balls and.mdnmmmmmapan Menwa rneemmemmtamon "meerle pans under ass.aa.neuns.mwn• WAREHOUSE BUILDING
ectIvIty r omgliant Gab tbeGr d suegeagon and mated...mg kn,Nleaks end repair aswon se aadMe,.'remove awing equipment M1an the sectIons of ne xcao IsenlonsEaneereweameNl.The Identify
-�--N,�-'C 1•sp-
perrnittee lanein„"cwnnme Construction
General Control plan approved brmn4. Collect ail lees.smalnsepaatem me,am properly eamsea 2Pwob° ®.w` 10913 ROZZELLES FERRY RD
delesat3 G sheet
may not aependInIe n"m:eune Doss anam deiegatted autimnnhavinnT"asam.n. nerlrnam...nd. sldeT.nag
•• 'I 0Rl°NE.anoaxpa.auuaON n a ..a.u.a s. usk
wsn`0o�" °we �wt•n rompmemrrom,eaim"gal meprorm - L6a--•-. CHARLOTTE,NC 28214
wy�rda.tedN.bgb.n.rT.n.N.r"a coolants. �Nnl.a,and•erpmwmmprodum ' Y IMF- r THE CITY OF CHARLOTTE
•
.RNRX GRAf. NIrrWw "eta"' iMits.R PARCEL ID:03122236
Sma.n."pn. dm'"Ii. a.sA TnM•"'" aTTEA WADING naTEaa.TTouxoaunlxeWASTE
or.aaaw,,,"...
•4 anermwaw pprovedwaste mmgers.
Pro
1a1 pe° ." , 2:Lava
or
arxmce mmo co Le mmn kolcalnus!"Iets zm suurfaa � Ina rdancew"nlotal 0.C.RETE WASHOUTS m B O H L E R
IN a 2mesa whir reasonably an anapp�eeaeuuallo.,6
CLASS2AB • S' T" 1 T °°e4.Locate waste oarnalnen on sent..not rem...OMNI amounts of runoff ENGINEERING NC,PLLC
COMPACTED TO 95% •4 - W te"wegvm" 2 ,umt m;:z:�.:neari0.aa"a drain
,wde nteiernentAtepair or replete 000ry 0 _ ascoaauamaumaon lmpemon,mrneranewmmn rr
nts or lot perimeter silt fence.
OM. 6. rodere owwe,ow. waste
high s.iners Install a product Ishouts per con'�'q�`ap :;applicable." 1927 S.TRYONHARLO STREET,SUITE 310
. - . - - P�.�o�tv°�w• send""a mm.e„r.Na eone o^.two CHARLOTTE,NC 28203
.' . A�°r,I .' . . 1 M Wpm ALmad 2n ^mete.om,ane xRw approved n. Wes of
okep concr�aw for adsm.a%xraaon this detail.
dmre eeumepmo.aeewa. Phone: [phone]
A. On warnessaDs,•te p wou ns,sarmwner accumulated within to wesmut may be pupa emma et 4 4,tie . �. 4" maaposeorwwsn facility.
Fax: [phone]
--=--=--=,1-�--=-.=-- sa.ections.
m kaaxnn,"maw..'.aq"la° a [e-mail]
CI
k•-'Iz'-4.-7Y"-.-I Ito 2. Wneabeeux®pes and How zones w.namwe hi mid curfew Install ,00 storm xa:an:m�:aae�':enmumramlw
SUBGRADE COMPACTED _ " n...e Profess
w°.•men. mmnmagalamatmtbew.man mien m.mamaa
mmNw . use mnsl / ...-------
TO 95% 104�a im•e.°am.n",e.nee® reem',m,�.arae re�na3i„e�u.,�on..temporary .0aq And and M"aa appaaar.Nar me needs wads. easily a•ms.eaaaa.�xvxems tray be
reused by the
y
rag mood,mimes m".ene amnmi.m•vbea.maemm. ZN CA/Z0�/,
5 _ nag.alnd.rbarneaema"n"nalPam.gems"nna,an,ma<mn,,.mle.d. �"n,ae,. B. eastonedirectconcretetruckswasout ntheWO. 5.... /'",
ROSTABILMADOX SPECIFICATION ........-r, crnIts.Post signage on.washout itself to!dent,Ms locatIon.
3. Remove leavings from the washout when at approx...7596 capacIty to lirnit
ortable tollets on ie.
tram Rom
M1 ...pore,structural
mgigm pan am papa n"ram.ageme,.u.O,•.ne ear m` Imreate,partw or prmnmw 1lo
SEAL
offset Isnot enamel..provide relocetIon Oporto.roan behinasin fence.'pea components when no longer lunctIonal -
043610
3 .rnrn•.w - __ �m,e,.u�Temysteblemon
•. g P"nab.t.ihir,a ep"�"a,o a ina,..r Haft tea" egr p4rr.pyraa.,and.abiaeavemrb.w �•°.� •�
r�.,•�..�. aG em a�Ym l,aeP NGINE9-
°Tm...•w.w,e.",=w�•a. °•.�"�w.nr,,,..Teen+,,...�.n. 2, 9mdm mkimorm omen urn fh;high n m r amen g a g,a
diem.or
",...",,,r,....,"seen°.,, rmrr„""..._,. men " r -
a no-,m.u,r.,.,, °
•m",=,..pare •...ww.rw,.,,.....p"m..=�,,.� S. I',171 tunaaemazrsmramnganaameaeaI�,m,e.ranv sewed mama, °
wo .n.genen...r..i.ahn. ren,rmrmwmm.� with properly me.mamote imune mnamemun.anerror.a ,q °° 0
urine.,reed .„,>u,•.dn, wren pr.xrw.n.mnC.n�4 P/° N'e
'a ..par ".x.ppw ="=,=rte,m".e .stew......pe,m,.m w."n",,.=tee. xTmrmwsasTwrxe.xpg°PwpmEs A. 'T
,. Store apply ...Pas hied °2r n r"r rr r`O'm NOTE �. Show stackpile locations on plans.mute earilien-materw stacwie areas a Mot wTo«wi MANAGEMENT 7827
I. mm..nrn0..pr r.r a..uoaunanlesbo.nnoomar.be"waeeaamamnaxr which Ilsts ns for use,II�ments nd'Braa midst pssIncaassof e
mn1 storm actin Pea n e SHEET TITLE:
EI ci 2. ALL PORTLAND CEMENT CONCRETE IPCCI SHALL BE 4000 PSI(6 SACKS PER CUBE YARD),3/4"AGGREGATE. ogs PUAluoetxmu ..."".enaaww.e a'"...''' .°gm.w.apewah.mmrman.nwew into"pal nn.rrannwwater where
water
ppa a r.,me mg,eemenmaee a"lane ��r.m ear esla.. 4 .r ^c."m�n:puagocwmr.Ism�m n.N.
2 3. PORRAND CEMENT CONCRETE SHALL BE BRUSH FINISHED PARALLEL TO FACE OF CURB. eNt°�an x.urerromme gAaro/npp.o.eepanWvwauane. 'mt,ma�Pg.meY m.uuaonenu.a�
5 4. ALLCURBSSMALLBEBACKFILLEDBEFORESTREETSROCKEDANDPAVED. o. AppNeoaua^law.'bemamemnsa,:000in Erosion theN10nd tisI.fwpmver/, emano"einu.emmr.mrtemmaaape"narenemnodre restrain mss Ymnntea CONSTRUCTION
3..ppMn.aulanuatmemnantama.vniaea;n mexcown Sarwapaaeeas
1. Create designe.
varnsmoavana am rnamrmae with me manufacturer's instructions.. I. .a..op...tee...es.pal
w 5. C1A5.52 AB,SUBGRADE BRLL MATERIAL SHALL HAVE A MINIMUM OF95%COMPACTION UNDER CURB. reanaarmrcenmemw<reneaseamwnerbemaesaarpre - nnub menorI""mrm^maa"m`"t DETAIL SHEET
NORTH CAROLINA I S.O.not sore heareo"s dremageams or bagged manaaarenN m the ground.
6. ON STRAIGHT RUN OF CURB.1/2'ISPANSION JOINTS SHALL BE INSTALLED ON 40'C.C.&WEAK PLANE JOINTS INSTALLED mamma.nsysemtaswwnmenttsamra1ep`°'untleiRainitl"a"`mVef ',VPw elm'
MIDWAY BETWEEN NPANSION JOINTS.
6"STANDARD CURB NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 SHEET NUMBER:
(PARKING AREAS) C-402
g
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CIPROGRAMDATAiBOHLER\C302020\TEMFNCPUBLIBH_523761UNSAVED DRAWING3.DWG PRINTED BY:TZOOK 708.2108:39 AM LAST SAVED BY TZOOK

•Ch 1 FINAL APPROVAL 1/12/2023 11^^..'',,
PROJECT NUMBER: LDC-2020-UU112 rI ' Fa
CHARLOTTE FF��
SPACING VARIES a g
ENGINEERING Andrew Poindexter NOTES: C SEE LANDSCAPE PLAN1
W a 0 )
PCSO/DETENTION/DRAINAGE PLANI. Z
TA
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EROSION CONTROL Jeff Bock SCARIFY MASS OF CONTAINERIZED PLANT MATERIAL. N.ZOLUR rzl. W yi
P FINSHED GRADEINSTALL 4"
PLANTS AT 4 LATER 0 ( Z S Z N V I;
URBAN FORESTRY Vincent Condon 3. TAMP PLANTING MIX FIRMLY OF
APPROVED
110V
.' t , '�` nH W Z W W ti U W 8/
TREE ORDINANCE LAAS PIT IS FILLED AROUND �j �' �� I ~/ Y V'~p N �
COOT N/A EACH PLANT BALL. 6 N♦N N AI AI ^I F^ J;Z U W N Z N
1�1 ��4�� o §w
4. OMIT COLLAR AROUND EACH SHRUB IIII W N 2<<Z< g.,V
NOTE:THIS PLAN APPROVAL DOES NOT WHEN IRRIGATION SYSTEM IS PRESENT. F� Z N,W Z p i- ',
INCLUDE CHARLOTTE WATER.FOR MORE -v-TRENCH AROUND dllllllllllllllllllllllllllllll11 III IIIIIIiI lllll lllllill O
Fr O❑ a-F w
INFORMATION,PLEASE CALL 709-336-5499 ENPRE PLANTING BED / N U Q U N a g��
5. SOAK EACH PLANT BALL AND ��II�� p JJ OR VISIT ht[p://chaHOtt¢watnArg EDGE OF V,/ N N g'
PIT IMMEDIATELY AFTER PLANTING BED ACCEPTABLE TAMP SOIL MIX UNDER Z Q p N W Z €
NOTE:THIS PLAN APPROVAL DOES NOT INSTALLATION. PLANT MEDIA EACH PLANT BALL TO -I ZQ a-< I
INCLUDE COMMERCIAL ZONING.ALL BUILDING MINIMIZE SETTLEMENT d J K
PERMITS AND ZONING APPROVALS CAN BE W 1- 6,
OBTAINED AT MECKLENBURG COUNTY CODE TYPICAL PLANTING BED DETAIL 0 w
ENFORCEMENT.PLEASE CALL CTAC AT W
704-319-CODE(2633)FOR MORE INFORMATION. 5g
hII
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING 7)
AT LEAST 98 HRS.PRIOR TO ANY LAND O 3
FORM FOUND AT ACTIVITY
harlott nc gov/Id [
ONLINE USING THE ORM CROWN HEIGHT i 3
EQUALSIN INCHES
OOOO�VYP
MOTH IN FEET ♦ ♦ ♦ SROWSERED IEEI
TO I2'MAX. ♦ ♦ ♦ ` 1
FINAL O�0O
GRADE ♦ ♦`
__L__ ♦ ♦ ♦ REVISIONS
a �l O�N�O�O - UWNa
f---- mlDl -- -' EXISTING EDGE OF REV DATE COMMENT x¢x:oE
GRADE EQUAL SPACING _BETWEEN ALL PLANTS BEDNTING c$PV
1 10/18Y2019 PERMIT COMMENTS DR
TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN TAM
2 02/28/2020 PERMIT COMMENTS
DR
3 06/24/2020 PERMIT COMMENTS RP
DR_
4 6/30/21 REVISED PLANSET ATZ
MT
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SHRUB PLANTING BED STD.NO. REV.
CFIARLOTTE INCLUDES CHARLOTTE ETJ 40.05A 9
SPECIFIED BALL DIAMETER 8�
SPECIFIED BALL DIAMETER 81
EFFECTIVE BALL DIAMETER KNOW WNNTN below.
TOP OF BALL NATURAL SOIL LINE TOP OF BALL Call before you dig.
AS DUG
AS DUG ALWAYS CALL 811
2"MAXIMUM OF SOIL It's fast.It's free.It's the law.
------------------#COVERING ACCEPTABLE
NATURAL SOIL LINE UNACCEPTABLE SOIL
COVERING
NOT APPROVED FOR
ROOT CROWN CONSTRUCTION
ROOT CROWN PROJECT No.: NCC192076
DRAWN BY: DR
CHECKED BY: DH
DATE: 09/18/2019
CAD I.D.: SS0
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION d
(AS DELIVERED) (AS DELIVERED) PROJECT:
PROP.
NOTE: SITE PLAN
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED DOCUMENTS
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES CHARLOTTE URBAN FORESTRY NOTES (NURSERY). LANDSCAPE NOT CONTRACTORWN 0SHALLE HAVE SUPPLIERPLY AT CE
FOR
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST EASTERN
PLANT MATERIAL DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT /�
1. MINIMUM TREE SIZE AT PLANTING IS 2"CALIPER AND a TALL FOR SINGLE-STEM TREES.ALL MULTI-STEM PLANTS MUST BE TREE CROWN,THESE TREES WILL BE REJECTED. SPEC.
FORM,13. ST BE
TREE FORM,MAXIMUM 3 TO NIMUM TREE 6 TRUNKS,A AT IND MINIMUM 10.TALL W WHENG IS 2-INCH CALIPER(FOR R
E SINGLE-STEM CALIPER TREES ARE SPECIFIEDE STEM TREES).ALL MULTI-STEM PLANTS /REQUIRED WAREHOUSE
THE MINIMUM HEIGHT SHALL BE 10'TALL,IF MULTI-STEM TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12'TALL. CITY OF CHARLOTTE ROOT FLARE DEPTHS
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS LAND DEVELOPMENT STANDARDS PROPOSED
MULTI-STEM TREES ARE SPECIFIED.ALL REQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY,HAVE NORMAL
GROWTH HABITS,HAVE WELL-DEVELOPED BRANCHES,BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS.TREES WITH MAJOR TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS PROPOSED NO. REV. WAREHOUSE BUILDING
GIRDLING ROOTS WILL NOT BE ACCEPTED.TREES WITH CO-DOMINANT BRANCHING WILL NOT BE ACCEPTED.TREES THAT HAVE ©G(RI.OTIL INCLUDES CHARLOTTE ETJ 40.09 9
BEEN SHEARED,TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED.TREES SHALL BE 10913 ROZZELLES FERRY RD
FREE OF ABRASIONS,DAMAGE,DISEASE,PESTS AND CRACKS.ALL PRUNING CUTS GREATER THAN''/c INCH DIAMETER SHALL HAVE CHARLOTTE,NC 28214
CALLUS TISSUE FORMED PRIOR TO PLANTING.NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER 0 NOTES:
OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE.ROOT FLARES SHALL BE LOCATED AT GRADE.TREES WITH '!° THE CITY OF CHARLOTTE
MORE THAN 2"OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED(CLDS.40.09). PARCEL ID:03122236
3. SIZE OF REQUIRED PLANTS,SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1(LATEST EDITION) 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
AS PUBLISHED BY THE AMERICAN NURSERY&LANDSCAPE ASSOCIATION,EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
FORESTRY. . r
4. ALL REQUIRED TREES RF AN OES SPBEI3"AND VARIETYSHALL BEFBRANC EIN SIZE AND COFROMTETOIPO. 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W.OR UPON m BOH LER
5. PERIMETER TREES IN URBAN ZONES SHALL BE 3"CALIPER AND BE FREE OF BRANCHES UP TO 6'FROM THE TOP OF ROOT CROWN REQUEST OF ARBORIST.
(BALL). ENGINEERING NC,PLLC
6. A MINIMUM OF 50%OF NEW TREES MUST BE NATIVE SPECIES,AND SITE WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO 4, REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A NOBELs P-1132
INSTALL MULTIPLE(3 OR MORE)SPECIES PURSUANT TO THE TREE ORDINANCE GUIDELINES.
LEGAL MANNER.
7. 70%OF REQUIRED TREES MUST BE LARGE MATURING SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS. IIIILimi
> 1927 S.TRYON STREET,SUITE 310
PLANTING REQUIREMENTS 5. RESEED UNMULCHED,DISTURBED AREAS. ` CHARLOTTE,NC 28203
8. SEE CLDS 40.01&40.09(ON PLAN)FOR DETAILED TREE PLANTING REQUIREMENTS. r Phone: [phone]
w 9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING.SEE CLDS 40.01 FOR APPROVED STAKING METHOD/MATERIALS. \ fi Fax: [phone]
IS. ALL STRAPPING,AND TOP i OF WIRE AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING. 3/I'NttoN STRAP `
11. FOR NEW PLANTING AREAS,REMOVE ALL PAVEMENT,GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS;REMOVE COMPACTED ,f' :.H
eNCBohlerEng.eom
SOIL AND ADD 18"NEW TOPSOIL OR TILL AND AMEND THE TOP 18"OF EXISTING SOIL TO MEETTOPSOIL/PLANTING MIX STANDARDS
FOR TREES(WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).12. TREESPLANTEDONPUBLICPROPERTYWILLNEEDAPPROVALFROMTHECITY ARBORISTAND/ORNCDOT. BEIT TO BADE roz13. REVIEW SOIL REQUIREMENT IN THE TREE ORDINANCE GUIDELINES AT:HTTP://CHARLOTTENC.GOV/ID THEN CLICK TREES.
NCA/ZUTILITY ISSUES aH//S.IDE omel�uxIMUMuvER ofMVLCX14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S)OR TREE SAVE AREA(S),CALL URBAN FORESTRY BERM ou E 8 Ap S••/O �9',
SPECIALIST TO RESOLVE PRIOR TO UTILITY INSTALLATION. / '
15. LARGEFTREES
MATURING TREES MAY NOT BE PLANTED WITH 25'OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES. S-CENTERED
E"3/N'HOLEEs � , SEAL -_
tD 16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGN;CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING. RAN IN UNE CIV STRAP ^
17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES.PLANT IS'FROM ALL UNDERGROUND
8410CC SPACED AROUND TREE ��� \ FInlsx GRADE • _ ° 043610 _
UTILITIES. J. .,� .9 C'°°•F'yGINET;•°Fes.'
18. NO LIGHT POLES,UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS. =III.. � A =-IIII 'yF°••••• •°° � F
19. COMMERCIAL SCALE LIGHTING(>15'IN HEIGHT)MUST BE A MINIMUM DISTANCE OF 30'FROM A TREE.PEDESTRIAN SCALE LIGHTING \ III-111'kll I MIlilll=_ ',/,„,.''''.'
/ A°tN
(<15'IN HEIGHT)MUST BE A MINIMUM DISTANCE OF 15'FROM A TREES.SHOW SITE LIGHTING ON LANDSCAPE PLAN. _- ,�/ IIILJI
- \ ,,,,,,� 817
BACKFILL AS SPECIFIED ��TREE SAVE AND PRESERVATION - / ll_IIIIII=�= ----- //
20.TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. FIeaM ROOT woxN s solL =-_-_IIIIIII I!= IIII-IIIIII-IIIIIIJIIII
= 21.SHOW TREE PROTECTION AND TREE SAVE AREAS ON DEMO,EROSION CONTROL GRADING,AND LANDSCAPE PLAN SHEETS. IIIIIII IIIIII
aEMooE rnlcu,,,,Es, • _ _
1°° _ IIIIIII IIIIII _ _
II 22.COMMERCIAL TREE SAVE AREA MUST BE RECORDED ON A FINAL PLAT WITH MECKLENBURG COUNTY REGISTER OF DEEDS REMOVE TOP I/3 BURLAP 'III -III-IIIIII-IIIIIII "--1 SHEET TITLE:
BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED.A 10'NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCE ON AND ANY N AI 1/3 BU.ETA --D111E2116 1�- ::::: : =u-�=a-�=�-III
`‘,1 23.PLAT. e/3 O NE REMOVE FeN ROOT BALL A. Iz
23.TREE SAVE AREA SHALL BE FREE OF INVASIVE PLANT SPECIES.IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE BA.ETINHEa VARIES CONSTRUCTION
5 PLANT SPECIES AT THE TIME OF PROPOSAL SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO.
w 24.THE ARE OF ANY EASEMENTS(WATER,SEWER,UTILITY,ETC.)CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT. T RAISE THE PIT
ITRBOT BOTTOM TO T R007 CROWN so DER Ram a 25.ANY ALTERATION TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT. ^ HIFIRM IL UN ALL. DETAIL SHEET
26.NO STRUCTURE WILL BE ALLOWED WITHIN 10'OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.
27.ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST(704)336-4262.
28.CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP,MACHINERY OPERATION,OR TEMPORARY CONSTRUCTION ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
TRAILER SITING THAT MAY IMPACT CHARLOTTE TREE ORDINANCE PROTECTED TREES OR TREE SAVE AREAS,INCLUDING TREES FOR EXAMPLE: CALIPER HEIGHT(RANGE) MAX.HEIGHT MIN.ROOT BALL DIA. MIN.ROOT BALL DEPTH
LOCATED IN STREET RIGHT OF WAY.IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO:ENCROACHING WITHIN TREE DRIP-LINES, 2" 12-14' 16' DO' 16" SHEET NUMBER.
EXCAVATION,SOIL COMPACTION,TREE TRIMMING,ERECTING AND DISMANTLING OF CONSTRUCTION CRANES. 3' 14-16' 18' 32" 21 NOT TO SCALE C 40 3
m GENERAL
r 29.SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP://CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE
PROTECTION/PLANTING AREAS,A MINIMUM OF 5 DAYS BEFORE THE CO/HOLD RELEASE IS NEEDED. //,�• . CITY OF CHARLOTTE TREE PLANTING i
30.VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN FORESTRY \\i// LAND DEVELOPMENT STANDARDS
REQUIREMENTS:HTTP://CHARLOTTENC.GOVILD THEN CLICK TREES. (STD.N0. REV. 1
Bg C LM8RLOTI'E. INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI-STEM TREES) 40.01 L REVISION 4-6/30/21 )
CIPROGRAMDATA\BOHLERLC3D202°\TEMFNCPUBLIBH_523761U NSAVED DRAWINGS DWG PRINTED BP:TZOOK 108.21 0 8:3S AM LAST SAVED BY TZOOK

• .1S
�h FINAL APPROVAL 1/12/2023 WWMIN.
PROJECT NUMBER: 12"MIN OF NCDOT#5 E U
LDC-2020-00112 OR 57 WASHED STONE FILL SLOPE
r ,.5' MIN. a
CHARLOTTE_ 1
TEMPORARY S 1ZIT,TRAP YL"" ���`� 2D M2
ENGINEERING Andrew Poindexter DESIGN CRITERIA 1 - y p `
3600 CU FT/ACRE ;: • • y- C7
PC50/DETENTION/DRAINAGE PLAN DRAINAGE ,`♦�� -�` �0 I� 7? 6 TMP F § i
AREA <1 AC- `L -.'" 4. y, 6MAX
EROSION CONTROL Jeff Bock (ACRES) ; �� ��� �.0: 2'MIN 2'MIN COMPACTED BERM Z Z W qg
-.. H . . r 0 c/ 5Lqz�n� 1s
RBAN FORESTRY Vincent Condon SPECIAL REQUIREMENTS & NOTES MIN. •�_ SILT FENCE Z W W; 6
LENGTH TO 2:1 7,N, G _ FINI$1{G (SEE NOTE 2) W(.D U U K 9
TR E ORDINANCE WIDTH
no �� �`�\ 15MN Al,---- \\'�r �o - `7✓����� NATURAL ADE
ROUND MM U'i
W F W>W �53600 •.��N 1%��\\ 1 ��-\� f Q 2W Z �DOT N/A IG
:o rROL PRODUCTS MIN. r I n 11 11 D z W nohaw
(CU.Fi. II=11 II II II 11 11II II11 II W Q D=m(0VOLUME PER AC. FILTER 'Ir II.11.ILIII�'ll'I II II IIII I'll'III=III II W N ¢Q Z Qom"NOTE:THIS PLAN APPROVAL DOES NOT & GRAVEL INLET PROTECTION - REQUIRED DISTURBED) FABRIC �IF.A1 11,-11 ----11-II II 11-4 AI'II-1 Fyj Z W Z H H 3"'
INCLUDE CHARLOTTE WATER.FOR MORE I RIf III�I If IIIIIIIIIIIILITL- II II TIN-o- Imo-! OU Z Q ~U 8 m
INFORMATION,PLEASE CALL 204-336-590P :NT TRAP WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN. a35 =I=N=B=n=I -=1I=u= - IN p H
OR VISIT httP://marlottewater.org SURFACE (so,FT. '- NATO rF Q Ur U N X to ��
NOTE:THIS PLAN APPROVAL DOES NOT FLASH BOARD RISER NOT PERMITTED AREA PER CFS DESIGN SETTLEDTOP WIDTH AND DEPTH RAL G V a J d'Z H)d Z 9
REQUIRED OVERFILL 6"FOR RO < y@
INCLUDE COMMERCIAL ZONING.ALLB ILDING 010) 21 OF DITCH TO BE DESIGNED DND CL IC !I
PERMITS AND ZONING APPROVALS CA BE 1ST BAFFLE: RIP RAP & WASHED STONE BERM -I21'MIN.I- SETTLEMENT (,� g I- n
OBTAINED AT MECKLENBURG COUNTY ODE 2ND BAFFLE: STANDARD BAFFLE 'I I-- A'i SIDE BY ENGINEER(18"MIN) O 11E
ENFORCEMENT.PLEASE CALL CTAC AT �� E
204-314-CODE(2e33)FOR MORE INFORMATION. - BASIN 3RD BAFFLE: STANDARD BAFFLE \�\��\\�_\\ \� aF,.�\� SLOPES F a§
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING ,�I -- �\ _ AAA-
V)
AT LEAST 96 HRS.PRIOR TO ANY LAND NOTES: \\ �5'MAX FILL\\��\\ L=10'MIN. 'ti S'OeP�. Z\ EMERGENCYBKPASSB' NOTES:
DISTURBING ACTIVITY USING THE ONLINE \� \r` \\--i \, 5','"1 BELOWSETILEDTOPOF ^BE
FORM FOUND AT http://charlottenc.gov/Id '_EDIMENT CONTROL FENCE - 1. REFER TO NCESCPDM �_\ t�-(�\\\ '\ DAM ,. DITCH SHOULD HAVE LONGITUDINAL SLOPE IR @
- SECTION#6.60 FOR 7 \\\_-\\ \_\\ \ O \�\, \ OF 1%. DITCH NO. AREA(AC.) DEPTH. W(FT) B(FT) VELOCITY. ROLLED EROSION CONTROL
ADDITIONAL DESIGN 2703.6 \\ \\ �\\ �L ,�6jpQ4' �'\\T��
SPECIFICATIONS 1 \\I--\ \ \�\\\1\--\\ \ - 'y p+' (\�\1 2. SILT FENCE MAY BE REQUIRED BEHIND PRODUCT/LINING TYPE
REGARDING TEMPORARY �-L \� NATURAL GROUND BERM ` 1
SEDIMENT TRAPS.
-
RLTERFABRIC X=T MIN. 3. DITCHES SHOULD BE STABILIZED IN REVISIONS
THE STANDARDS&SPECIFICATIONS SHOWN ARE FROM THE"NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND 2. REFER TO CLOS ACCORDANCE WITH THE TEMPORARY -
DESIGN MANUAL"(NCESCPDM) PREPARED BY NC DEPT.OF ENVIRONMENT AND NATURAL RESOURCES(NCDENR); ALSO STANDARD#30.19 FOR STABILIZATION REQUIREMENTS OF THE REV DATE COMMENT Mwxe
REFERENCE NCDOT"ROADWAY STANDARD DRAWINGS,"LATEST EDITION. BAFFLE SPACING NOT TO SCALE NCG010000 PERMIT. _ XEN:09
DATA BLOCK SPV
1 10/16/2019 PERMIT COMMENTS
THE CITY OF CHARLOTTE HAS ADOPTED THE SPECIFIC STANDARDS&SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY 4. WHERE DESIGN VELOCITIES EXCEED 2 DR
TRAP NO. DRAINAGE DENUDED TRAP OI UME TRAP sUP,FACE AREA CLEPNOUT H L T W % FT/SEC,A CHANNEL LINER I$NECESSARY TAM
MINIMUM DESIGN STANDARDS&SPECIFICATIONS. "SPECIAL REQUIREMENTS& NOTES"ARE INCLUDED WHEN THE CITY OF (ACRES Om REQUIRED)(CUBICDFT) REQUIRED PROOVFDE) DEPTH 2(FT.) (FEET) (FEET) (FEET) (FEET) (FEET) TO PREVENT DITCH EROSION. 2 02/28/2020 PERMIT COMMENTS DR
CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE NCESCPDM OR NCDOT STANDARDS. (ACRES) ) (CUBIC Fr
1 1.31 0.99 4.3CFS 3564 6292 1878 2025 1.75 3.5 10 1.5 5 7 RP
3 06/24/2020 PERMIT COMMENTS
• = DEPTH INCLUDES 6"FREEBOARD DR
4 06/30/2021 REVISEDPLANSET A•TZ
NOT TO SCALE MT
5 12/23/2021 PERMIT COMMENTS JZ
• CITY OF CHARLOTTE SPECIAL • CITY OF CHARLOTTE • CITY OF CHARLOTTE DHJZ
LAND DEVELOPMENT STANDARDS EROSION CONTROL h LAND DEVELOPMENT STANDARDS TEMPORARY SEDIMENT TRAP �� ILAND DEVELOPMTT,iii,siiiii_o_i^,kRif STANDARDS TEMPORARY SILT DITCH 6 0428/2022 PERMIT COMMENTS DH
()STD.NO. REV. ()STD.NO. REV. rSTD.NO. REV.
©IARwTTE INCLUDES CHARLOTTE ETJ REQUIREMENTS & NOTES 30.00 1 5 (alnRLMTE INCLUDES CHARLOTTE ETJ 30.01 15 MARMITh INCLUDES CHTTE ETJ 30.05 20 7 07/07/2022 PER CITY COMMENTS DH
8 09/02/2022 PER CITY COMMENTS AF
HARDWARE CLOTH BETWEEN GENERAL NOTES: _ JZ
STEEL POST 4'MAX POSTS AND COVERED BY STONE STEEL POST 9 12/1/2022 PER CITY COMMENTS AM
WIRE FENCING
HARDWARE CLOTH 1. RIPRAP SIZE TO BE IGNED BY GINEER.
STEEL POST 6'MAX. WASHED STONE
STEEL POST (IF APPLICABLE)Mil "" 2. CHECKDAMS MAY BSED N SLONG DITCHES
(NCDOT#5 OR#5]) WASHED
SILT I ,I■-II��II■'U L/,# (NCDOT24,•30 STONE
)#5 OR CHANNELSTO SL VELOCITY TO CREATE
FLIER FABRIC FENCING " 1 OR s] SEDIMENT TRAPS. i a
w " n - ♦ tri 3. ENSURE THAT MAXIMSPACING BEEN DAMS PLACES THE p s WASHED STONE (.
WOVEN FILTER FABRIC R of tl� yr 4e INI -e E TZE Apt, 12•• ;j-:ji 2x FLOW TOE OF THE UPSTREDAM AT THSAME ELEVATION AS THE Y
VVI
0DDIN/N E, 'WE=fir Y:��.- ~ DOWNSTREAM DAM ( DIAGRAM BOW). 2 '2^ }
~W F"`2 ;o � fir- .� �.0� Cuss B RIP crap •Y0il1i•`Ki Know whatsbelovv.
" - - _ _ \,tear ®AilW �� .�t�1��'�.�'.` '. a LBW CENTER Call before you aly.
- _ - __ ' \\jam\/1/,I\\>\j%jj j\\/\/j\\\\�i`j/�\V r/� /j\, \\/j\,* �/�\j\\IFIAJANCHOR
KIRT; �: ������ $sari_:> ALWAYS CALL 811
i, I I I -I \\�/\\%! \� \\\\\\\\�\%\\/\%\�\\ \\ \\ \\ %\� / EXCAVATESTRENCH �'��.• •t.-•��ti•t9 f•�ti'..II II 1 II II II IIII II II: -II I' ANCHOR RT, /� / /,T EXCAVATE '`��\\:\� \\ \\ \\ \ �\\� %�� � ,O IIII_ A XIMUM SPING - B �delts`. •••••c7..•?�a�-rti=c. nT cNT Ifs fast.lrs free.It's the law.
TRPNCH V� �/ AND COMPAOT =11�IL�II_ancKHUANo tH$1 ^ \ BACKFILL 'lll_1�_ _GENERAL NOTES: =IIIIIIIL=1_III_111_111=III_III_III_
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF A AND B ARE AT EQUAL ELEVATIONS APPROVED FOR
MORE THAN 30 DAYS. CROSS SECTION
CONSTRUCTION
2. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL GENERAL NOTES: MAINTENANCE NOTES:
TYPE. MAINTENANCE NOTES: PROJECT No.: NCC192078
3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY 1. SEDIMENT FILTER OUTLET HARDWARE CLOTH SHALL DE 24"HIGH AND 1.FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY DRAWN BY: DR
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING STONE SHALL BE A MINIMUM OF 12"HIGH. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH _B N CHECKED BY: DH
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DATE: 09/18/2019
ADJACENT TO SWIM BUFFERS,STREAMS OR WETLANDS (REFER TO SWIM BUFFER 2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. N I L ���yyy�y/ CAD ID.: NCC192078SD1
GUIDELINES).THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL F��!'�"
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,THE 2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT II III��I�IIWI„_ _-L'='^ ` ,
FABRIC SHALL BE REPLACED PROMPTLY. BE KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND S"Mw. _ _ _
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 Fr OF FENCE. BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE THAT HAS CLOGGED OR REMOVED IT. ¶II„_ 11 1= - PROJECT: 1
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.HALF -III= i_
CLOTH TO BE SAME AS STD. L30.09 19 GAUGE, 1/4" SPACING). 3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS CONSTRUCTION
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN INDESIGN
TABLE 6.62A NORTH CAROLINA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING M O THE
^ ( I�I CONSTRUCTION
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AFTER THE SILT FENCE IS E REMOVED SHALL BE DRESSED TO CONFORM TO THE _II=I',IT�_
EXISTING GRADE.PREPARED AND SEEDED. 3. POSTS SHALL BE NO MORE THAN 4 FEET APART. REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT I"ml=�__ _'- FILTER CLOTH I, S
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS.DITCHES,WATERWAYS OR OTHER DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET =IT'aT.- _,,,___= DOCUMENTS
AREAS OF CONCENTRATED FLOW. IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING 1 W n,=l„_r_�p=5ii_•G=_I„-_,,;A_„°i„=_m'_��
4. SITEU OUTLETS AT LOW AREAS R CONJUNCTIONSOSWITH AND ALONGFE LONG GRADE, PREPARED AND SEEDED. -
RUNS OF SILT FENCE AT INTERVALS NO CLOSER THAN 100 FEET.
DRAINAGE AREA TO OUTLETS SHALL NOT EXCEED 1/4 ACRE. FOR
5. EQUIVALENT ALTERNATIVES MAY BE USED WITH PRIOR CITY APPROVAL. PLAN
EASTERN
NOT TO SCALE NOT To SCALE NOT TO SCALE SOLUTIONS
• CITY OF CHARLOTTE • CITY OF CHARLOTTE SILT FENCE • CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS �� LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM PROP. EASTERN
TEMPORARY SILT FENCE STD.N°. R OUTLET rSTD.NO. REV REV. SPEC.
• CHARIMM INCLUDES CHARLOTTE ETJ 30.06A 15 ©ATE INCLUDES CHARLOTTE ETJ 30.06C 20j>© E INCLUDES CHARLOTTE ETJ 30.10A 15 WAREHOUSE
FOR LATE WINTER AND GV, 10913ARLOTTLES FERRY RD
ALTERNATIVE 1: SOIL AMENDMENTS: DE SURFACE EAR CHARLOTTE,NC 28214
EARLY SPRING. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AREA
SURFPCE SOBR THE CITY CHARLOTTE,
OF NC CHARLOTTE
F.
AND 750 LB/ACRE 10-10-10 FERTILIZER
IN T ZONE 5% GENERAL NOTES: PARCEL ID:03122236
SEEDING MIXTURE: MULCH:
TEMPORARY DIVERSION 1. DRIVE 5'STEEL POST AT LEAST
DITCH SEE CLDSM 30.05 RYE(GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ourtET zoNB 2sz 24" INTO SOLID GROUND.
# ANNUAL LESPEDEZA(KOBE) - 50 LB/ACRE ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING \�� of 55FFACE AREA r
SEE NOTE 1 OR FLATTER 10' MAX. OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL v op B O H L E R
2 ( 2. USE STAPLES 1'APART
OF TEMPORARY COVER IS NOT TO EXTEND HORIZONTALLY AND VERTICALLY
I BEYOND JUNE) MAINTENANCE: F III : TO ATTACH THE FILTER FABRIC ENGINEERING NC,PLLC
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING W EC, I I� , TO THE WIRE FENCE. NCBELS P-1132
g 10'CONSTRUCTION
g HIGH SEEDING DATES: EROSION OR OTHER DAMAGE 11'I'I '�I 1 I` X 3. MINIMUM BAFFLE SPACING IS 10'. 1927 S.TRYON STREET,SUITE 310
HAZARD ACCESS IIlI O' IIII I 1 CHARLOTTE,NC 28203
JAN. 1 - MAY 1 III /IJ,� I /
y SILT FENCE F OW 11 it I Ilj%p'i 1I1 0. '` 4. THE FLOOR OF THE BASIN IN Phone: [phone]
SEE J1 OR FLATTER GC/IL AMENDMENTS: �- IlII'I I`h II IIII/I C X THE OUTLET ZONE AND BERMS Fax: [phone]
2 FOR SUMMER: 1l111 I I !SI ( )
E #30.ORB IN 10' MAX. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE l/ll1II,1 II!p SI I1,/ r� SHOULD BE SEEDED
AND 750 LB/ACRE 10-10-10 FERTILIZER 'Ip.;IA I/js/� I1(I'y I IMMEDIATELY AFTER THE BASIN NC((�ohlerEng.com
SEEDING MIXTURE: / ! `�l I/`I 1!�;�I r IS CONSTRUCTED.
WIRE MES GERMAN MILLET- 40 LB/ACRE MULCH: 4I ISQiI ) ,
(A SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,OR A MULCH / Ipl x 5. REFER TO NCESCPDM SECTION ,� CA
4• X #6.65 FOR ADDITIONAL R
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING /
TOOL / *I�r� SPECIFIATIONS. %
SEEDING DATES: / / `�lAi f wF �,.
O MAY 1 -AUG. 15 MAINTENANCE: � �•0p" _ '
ALTERNATIVE 2: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING / \\ jo "@;,.,; OW- i_ SEAL
NOTES: EROSION OR OTHER DAMAGE i
I \ LE'0 =A:° 046878
w 10' MAX. _ _
1. IF DIVERSION DITCH USED, IT SHOULD 3'WIDE BENCH J 1 OR FLATTER /Q °
FLOW INTO SEDIMENT BASIN ROCK SEE NOTE/2 2 SOIL AMENDMENTS: X j y °°DF'1'G I NEW,.•1.',-,'-
U CHECK DAM, OR SLOPE DRAIN I I FOR FALL: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE a_B-MAx.SPACING \X� 00.E
AND 1,000 LB/ACRE 10-10-10 FERTILIZER X '' e1V PAC'
3 2. BENCH SHOULD BE GRADED AT 0% 10'CONSTRUCTION 0.5%-y SEEDING MIXTURE: "r,,,,,,,III 1//1
LONGITUDINAL SLOPE(ON-CONTOUR) HIGH ACCESS OvPICAL) f
RYE(GRAIN) - 120 LB/ACRE MULCH: , t
HAZARD APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,OR A MULCH 7 FABR 5'STEEL POST
SILT FENCE SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING oR EQUNALENT SHEET TITLE:
24 SEE CLDSM _I 1 OR FLATTER AUG. 15- DEC 30 TOOL
#30.O6B IN 2 10' MAX. •
FLOW
MANTFNANCF: i7 EROSION
O WIRE MES REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.TOP DRESS WITH 50 LB/ACRE OF NITROGEN IN FENCE...FILL
AND�R� CONTROL
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEED WITH 50 FNVAN IN°TRE ES
S LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. I
L ISO)) ISO o DETAILS
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL(ESCPDM),SECTION 6.10. III-\ Ent
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS,THE KINDS OF GRADES OF III-
FERTILIZERS,THE KINDS OF SEED,AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER,AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND SHEET NUMBER:
NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS. NOT TO SCALE
w • CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE C- 6 0 2
. LAND DEVELOPMENT STANDARDS SLOPE STABILITY (-sm.NO. REv. LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE ()STD.NO. REV. LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION (STD.NO. REV. \/
S i• CEIMIU IE. INCLUDES CHARLOTTE ETJ 30.16 12 8 INCLUDES CHARLOTTE ETJ 30.17 9 8 INCLUDES CHARLOTTE ETJ 30.19 15 ( REVISION 9-12/1/2022 )
IIBOHLERENG.NET/SHARESINC-PROJECTS12019WCC192075IORAWINGSIPLAN SETS\CONSTRUCTION DOCUMENTSWCC19207BS01.0WG PRINTED BY:AFILCIK 12.01.22 011:24 AM LAST SAVED BY:AFILCIK

•
(ah FINAL APPROVAL 1/12/2023
KEY/ANCHOR MATERIAL AT C};24 1
(.114�IL0ITE PROJECT NUMBER: ADC-2020-00112 TOP OF SLOPE. .aeee1PACTUerageMexM1.3.WMI. �r� .4 I
RPM Tgaagaa ga,mva ePxvwo wenau«r a
12'. MIN. nem Luber an”tare0 equipment
apemcaa.Mom„wenmee,wetre,..,nta<wr,tam.n ra
�«"'ng,inn wee Gn Grwma s,+ab,arwn anal Me,erkel,tene�mg x wn^„m.,mr x ng 'F•
ENGINEERING Andrew Poinde er / SPACING TYP.' k 11 -"—Y���E�b f T 1 p' 0 NI
PCSO/DETENTION/DRAINAGE PLAN / sheet .mein T" " � Z
EROSION CONTROL / may not GENERAL NOTES: srerar GROUND:, ale«emgw r,a ng.n as tt e.Usa n.<. r
Jeff Bo a.aan;� 6. ea. an°`h;r� m . bum �� z har
hbd
i.
C 1. LAY BLANKETS LOOSELY AND we ware^ �`- -- �
RBAN FORESTRY Vincent Cond• • �;11 STAKE OR STAPLE TO MAINTAIN " r""° ,+mere Never°liras, �arme n „uraand a�.In....w+„n roman«,, �T — �'IM.yyDIRECT CONTACT WITH THE SOIL ,ea b.,aha n v le 1rv,m. on 444.14
2. DIMENSIONS SHOWN ARE H IM*aD Z U O _
DOT NI MINIMUM, MANUFACTURED 0 O aw Q K m r
PRODUCTS MAY HAVE ADDITIONAL < ,m FehO'hm^"".'e en ^a `.<„yxeWn. wmwaewmrce azn<and SI,(did,Sle regu1atlans and at onT1m.enmus ezm«and on
N C 1 Q 1Il
oI sw.ammo.rtron nt..,w.hanLI„e,days W Q Z_Q °¢
-.)
a...than x:x.ua containment Repeat replace damaged waste contamers -.mw„ro.a,.wm<a r...•em«,e,.wrvm<a.a<am..can O❑ a ES NOTE:THIS PLAN APPROVAL DOES NOT O, REQUIREMENTS THAT MUST BE ,x FFj� Z H
INCLUDE CHARLOTTE WATER FOR MORE /- secondary r�l Q F
INFORMATION,PLEASE FALL 709 336-6499-" MET. Teanrwsacesgreave. .'n emw,pn N or m°e°<+=:Ye<°°u<,r°m, 1.vn'irZ U Z K Q a E.
OR VISIT http://charlottewate.org t OVERLAP 3. SLOPE SURFACE SHALL BE FREE Ie1 sm.+.a.xma., xa 'n.403 aae,.t n..,aro,ww .,Rain.<wo Z Q p W`� gym
NOTE:THIS PLAN APPROVAL DOES NOT / IN SLICE OF ROCKS,SOIL CLODS,STICKS, Q J Z`n d Q
INCLUDE COMMERCIAL ZONING.ALL BUILDING // GRASS. MAT BLANKETS SHALL a.ar.for — a wne<e waters, wale mm d
PERMITS AND ZONING APPROVALS CAN BE / J HAVE GOOD SOIL CONTACT. W
—> 3 E GI'
OBTAINED AT MECKLENBURG COUNTY CODE Im a.m -le,5.11eet from slerm El,inlets,sorlake waxers 4,,X U
t xa wm«+n,a inn.,, saaeunam
ENFORCEMENT.PLEASE CALL CTAC AT / ..nnuangx storm akiola.•wwtawml,a wn,<nmua ro<m< W
'/ 4. THE DETAIL. SHOWN CHANNEL FOR SLOPE m,es.e reasonably available °E}
704-319-CODE(2633)FOR MORE INFORMATION. t I � �g
MATTING. FORTI SIOR PIPE :nn« m,d<w,n
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING OUTFACE MATTING SPECIFICATIONS, ,awaa,o-n eea,rlw,ronua,men eer.w^eebrsa CON �E
AT LEAST 98 HRS.PRIOR TO ANT LAND /// PLEASE REFER TO NCESCPDM ro,m.+•^wn+•� reawa•a.uer..,awme,wn4446.4444646.
DISTURBING ACTIVITY USING THE ONLINE O / STANDARD#6.17 AND wnacessab,e eva,nst saerer+reae permanent stab,aan..n n,aw<o.^ stal ^1.6.ery ,,,.proms 4g
FORM FOUND AT http://charlottenc.gov/Id j WATER TABLE MANUFACTURER'S GUIDELINES. marcp n o+<nvu,mn
StabIllu.Om pound sufficiently so ta,rain not a,wa,tew.u,e^no x. '�
aenw..•algae',nevi,
ma
m , wxY.r I rvnnrsso** ma r+,N artlwrnd...4 onagnucea+on ab,Nun leaorplxm coal a w w r
n Ille table below
ruesan ,nwm.w rove„n. W rnro pwaew,ua gpn otlso hrg„wpukanMrn �r<tlm,��r u°rer`s ap��. ao-rc mtls urbane /
loot Valk area..
NON—WOVEN GEOTEXTILE FILTER CLOTH 1...N111ao a kern.unitaryw wreae atµ M,nr me:ek'°wnbp e of anae.4ma.ria.,a — REVISIONS\_ 1
FABRIC 4' ABOVE SOURCE WATER. .:inn«nrro,mwn w,mawm Hw^^,r...,a a°°a"°° narewors.rcgnan+wpwxn,cwrs
0,444 BY
•"•"*°"'""+ +n...+. a•gvn,.beia.,,.<,r,<la.++net°a.,a<,a<,ma<r°ra.n<.„,n,robe -
REV DATE COMMENT
•
,.m»wnnwnww..r 4,41,111.5.0,g .•na en °g°�srw n, re,a n„anaxr,aala,a,w n<awm ° 1 10/16/2019 PERMIT COMMENTS CHECKED
nSPVv
mom • away
om.<, b., ,n 4141 sediment
an tan uwwnw. DR
.meee�a.nrmma Pmaw,mpe t.4_ TAM
1.131..011•43.10tANIS
oIgnl"�nIXa ...a<...We feel from the,..,w.innel....m.u,wcewnxamlmm,.nweerm a mw rare,ne.gwnawaxer 2 02/28Y2020 PERMIT COMMENTS DR
a mmpnme retain vabeaeaoreeawbe a Donal... amine,meM.as
xnr.IbmeNPaag/n°mana. 3 06/24/2020 PERMIT COMMENTS RP
S. bph nw<pi.nt u�ae+mn me mmx,wrrw•n«a seanenr.,,w,aeaara avmaDR
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. "p ow<a,en,,a me<a<ea.aroa,.em,amme BRe5LB.�pnrmee ATz
NOT TO SCALE re.'".r<.^unman°ru.n<as,mmwureemree.,m... .n w an«nmr n 4 06/30/2021 REVISEDP ANSET
MT_
,n«,wtwe,em ,,,,mrm.u.aun<ro.w I,.. NORTHCAR04NA ,..o n6 namammnwmvl,awm�bagged materials m,way.n w.gawm. 5 12/23/2021 PERMIT COMMENTS JZ
•CI CITY OF CHARLOTTE w inn aar bane. r n„nn.,,, �b�Enwa nenmrQ bury DH
EMBANKMENT MATTING D ETA I L (-SLAND NO. REV. 04/28/2022
LAND DEVELOPMENT STANDARDS NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 6 PERMIT COMMENTS DH
`©u TE INCLUDES CHARLOTTE ETS 30,20 lJ 7 07/07/2022 PER CITY COMMENTS DH_
8 09/02/2022 PER CITY COMMENTS 'AF
JZ
9 12/1/2022 PER CITY COMMENTS AF
_ AM
s.w.efa 1.113Ce.3.31.3unasatac urr+as*ERTION.nr<wwrrrnno AND nevonnra sgwxtNRtai,arcmortr.wa+rov grwmna ( l
n' ongnormab°,ne„nomIna«wr�newn, lOcc J
personnel to bbelow When�.lrM.ale IG.nn mae�e.o ,u„a th Ge e..n�Mwe n u roe um.,wF�m.arwm. bawl,.a www rnlw 1
�weaG it a sate e,a.rm au news.
s.1,termed upon I,commencement of the next,,ess .He salrepecton.m.by '=.am+a,n _▪ mw^n . a , u weal. . aa,.ae w 1 a w 8 n,�<w avmam a> ■
wwe emavea nra n,pemeurw4 _- "1'- m'm •mevaroape.a«mxe.
.Tar.nk++wrxsgam•rot<eneW<beWupwbnnxg row,, \�%
4 w.^....wa.e.' .r,n •T.avuwe m lraael.a.apmM.a
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.w.m^,m�,.e.n^.,n,wr Ia Call Before you dig.
the W `ti..11w�m1xabane won117.3 wxection....A.1
.-^n-,.Fe'^^^°".. mr,a•+«n.rem°.w,a.e.e..^a, O.401. .nwesxg.=ssec. ALWAYS CALL 811
w•-•' w"wwm" III"akhwaabewsa a,euamtiwad&re... It's fast Ifs tree.It's the law.
1""''- —n' m'''''�..~� wm,aapw.waseu lei x.ro3mpllarrte wim neroa,ma ams.mmn tut may«aea«heal.w tro
-ore APPROVED FOR
a""n"w" - aaa -0x� aan m,rnwmm�n+rm°.n a ^ +Iwl CONSTRUCTION
.....•r_ ',.wwn ..aaa.eamaaa e, m.r.nw..__ g+.wnaTu.mme•Inmrwwe.wvin,aom.ramwmnwa PROJECT No.: NCC192078
ye and
4,rra
_ DRAWN BY: DR
m a uebm....nma,nna,m,m.mam.lu i°"^'•,"`a•'w ,n<„„I,em,nrnrawawremwnna CHECKED BY: DH
.requirement.nwpne.m. DATE: 09/18/2019
•�••• _ a lal T,n,o.araarmnmw.p a,tac.n,am.a cw.a.an..ber,«a9 CAD I.D.: N00192078SD1
ra,e IN Pew..of InnoKlioni made during the roam om ` d
a,aw Mw
shown.a e a um„ ume,ur copy re mine °e•,.wean r..u..rroewv<.mle.e. PROJECT: 1
Three Veen
mpg. .a n a�.antx., �;< a.wn wmmaa ,« m ana i a,.t.a.,° :,pvive BRIa"° • «r ,n - CONSTRUCTION
�.3. : amro«ncwu *1laa.
a Rw. aMRIZr — DOCUMENTS
e.AWDan ..31:MINTSfORIM 1.rat MUM OU
ro,wr.<et..e,.... .e.whero.,sin'.ieetnneedttohe6'aw 9.1 FOR
n,wna,drawanwin,met,,havbe,,r.,,,e+bam,ble,mane,e been ma.
,tare . an ww lw.m .wmmm .an.. .a txa� O " a�ammb ei EASTERN
lay n.mna,I wear,'
weer11,,,,.,., 11,.tlmw^lan^Examaaa,,.ww<mmrob 1 SOLUTIONS
e mammbeemrremlaabm'e. $ NORTH CAROLINA
n1xelm«r,r,min.enom m.eewm«menatmerew+,a,a,<rxe,nn°into,emeno-wm,em,n,mm,,,rm.ra°<,nmr+,n.e,.m„ma,.aam a,wwweuarlewluevwa rAICIronmentd 10,
O PROP. EASTERN
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 WAREHOUSE
F. 10913 ROZZELLES FERRY RD
CHARLOTTE,NC 28214
THE CITY OF CHARLOTTE
H PARCEL ID:03122236
mBOHLER
ENGINEEBING 32NC,PLLC
1927 S.TRYON STREET,SUITE 310
CHARLOTTE,NC 28203
y Phone: [phone]
Fax: [phone]
[e-mail]
o
V, AR C ",,
/•FT,74
SEAL
A•• 046878
,74'0 I NE0:eli.
i .,4FN MCC)
'.
t. SHEET TITLE:
EROSION
CONTROL
DETAILS
ei SHEET NUMBER:
F C— 6 0 3
a ( REVISION 9-12/1/2022 )
gr
MOHLERENO.NEPSHARES\NC-PROJECTS12019WCC19207MORAWINOSPLAN SETS\CONSTRUCTION DOCUMENTS.CC192078SD1.DWO PRINTED BY:AFILCIK 12.01.22©11:24 AM LAST SAVED BY:AFILCIK

� _ — _ \ � - _\ / -\ - \
(ah FINAL APPROVAL 1/12/2023 / \ //'(')Y //�''7 /qJ/ 'NI.
�� l @'¢
PROJECT NUMBER: LDC-2020-00112 / \\ / I 2EpGrOF LROAD PAYEME r. / ROZZELLES F/�''Y, / /1& D _ =5101 _ BUl- \ - !1 g9
CHARLOTTE / \\ g
ENGINEERING Andrew Poindexter GRAVEL / \ \ r Q+ �, bt
PCSO/DETENTION/DRAINAGE PLAN / / I \ / \ T F --- ---_ rl Z
o V
215LF fi'TALL OPAQUE \ ' / _ / w w $
EROSION CONTROL Jeff Bock �y� WOODEN FENCE / �� `\ 1 _ \/ \ \, ,._i Z i w v �
•lie •
n� f'\ �- �� � /.,:. / ///��/%�/��// 4 I. �I \ /° Gh wcDW H
Vincent / y r r / _ W�J� a;,>�.��VoT/osAr >z U w
��.�i T r r rT i ri `yi c r :� /� z z w z
INCLUDE CHARLOTTE WATER.FOR MORE // / /9�� /-/-�/_-�//�_/`/ -_ ' „ •• ° ". ' T \\-- /'/� // p O a-F CC
INFORMATION,PLEASE CALL 709-336-59en fe/� 7_�" k'l -.�•.•••.� ° ° ° PAVEMENT AREA TO REMAI AT THE N'tHBAL jf�/ /r I O U Z Q a-p 8 m
OR VISIT nttp//cnarlo[tewaterorg -1 i°� / � / ��' • ° , , \ REQUEST OFCHARLO1TEfIREOEPAR ENT �ir ��Q� II v ZJOp�WZ S
NOTE THIS PLAN APPROVAL DOES NOT 1 " "\ / ° N `/� / I ZQ f0 LL N
INCLUDE COMMERCIAL ZONING ALL BUILDING �� ,� /// // `° ° ° ° n / *" ° '\ V° c � y�\5-' 1 J O.Q
PERMITS AND ZONING APPROVALS CAN BE I // LAWN/GRASS // " eO° ° '° °°° °°\ ° / F \ /'/�7 / W 1 J - 0
OBTAINED AT MECKLENBURG COUNTY CODE • /'� /i ° °\ ° ° ° °\`e / \ / / I 1 �l wy
ENFORCEMENT PLEASE CALL CFAC AT {'� 6 ' ° 7�y% I
704 319 CODE(2633)FOR MORE INFORMATION. (_'} �� 11. °// \ --- -� \� / / g
(`p`.r'/( APPROX 10G°4T/ON 4�° //`a m
NOTE SCHEDULE PRE-CONSTRUCTION MEETING 1 EK PPAYEMENT °
AT LEAST 96 HRS.PRIOR TO ANY LAND Y ° . C �� .3
DISTURBING ACTIVITY USING THE ONLINE /( �T (� 1 11111 I H
FORM FOUND AT http://charlottenc.gov/Isi THE
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ENGINEERING NC,PLLC
LANDSCAPE HATCH LEGEND 1927 S.TRYON STREET,SUITE 310
PLANT SCHEDULE LANDSCAPE COMPLIANCE CHART CITY OF CHARLOTTE,NC 28203
yLARGE MATURING TREES STY BOTANICAL NAME COMMON NAME SIZE CONTAINER CHARLOTTE /�/\ / `/Tr/\/ Phone: [phone]
// I,--./ -.ft LANDSCAPED AREA Fax: [phone]
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Clip, REQUIREMENT CALCULATION UNDISTURBED TREE PRESERVATION AREA '�"e'
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8 PINUS TAEDA LOBLOLLY PINE 8'HT. BBB ���
ETERNAL TREE 1 LARGE MATURING TREE PER TOTAL IMPERVIOUS AREA:381,7355E
REQUIREMENT 100R%SEFOF IMPERVIOUS REQUIRED.9 TREES /,•
�� SURFACE PROVIDED:9 TREES e PAVED AREA(GRAVEL,ASPHALT,OR CONCRETE),/ � �:
9 QUERCUS SHUMARDII SHUMARD OAK 3"CAL. BBB SEAL
w TON 10%OF THE TOTAL 376,086SF x0.1(10%)=57,8085E - 046878
1 IMPERVIOUS AREA FOR THE -A^a
REQUIRED:57,6085E LANDSCAPE AREA
SMALL MATURING TREES CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER SITER SHALL BE LANDSCAPE PROVIDED:39,500SF LANDSCAPE AREA NOTES:
= °,FNG/NE�Q
AREA 1. TREE SAVE AREAS NOT REQUIRED DUE TO EXISTING BUILDINGS REMAINING ON SITE.
a 4e 2. CONTRACTOR TO FIELD IDENTIFY EXISTING TREES 8'DBH AND GREATER WITHIN MCC)
21 MAGNOLIA STELLATA STAR
LIA 2"CAL. BBB 1 LARGE MATURING TREE FOR HART ROAD:
EVERY 40 LF
F FRONTAGE REQUIRED:155 LF/30 LF=
2 SHRUBS P I CITY
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TS DISNLIUM SSIZE
CONTCONTAINER TREESPERIOR
METER
WITH1 A ION 3"O CAL R MATURING TREE FOR PROVIDED:5 TREES
FERRY ROAD:
5 TREES SETBACKS AND RIGHT-OF-WAYS AND PRESERVE/PROTECT `1\ SHEET TITLE: eN M ,,°,��1
ROZZELLE
EVERY 30 LF OF FRONTAGE REQUIRED:357 LF/40 LF 9 TREES II Al,
o WITH A MIS 2"CAL PROVIDED:9 TREES I'�,
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PERIMETER BUFFER LENGTH BUFFER58 1 p'
`'J ALONG PROPOSED BUILDING PLAN
o 85 OSMANTHUS X FORTUNE! FORTUNE OSMANTHUS 36"HT. BBB BUFFERS =340 LINEAR FEET 9 TREES/100 LF=31 TREES REQUIRED
TYPE A BUFFER REDUCED 31 TREES PROVIDED
si 25%W/FENCE 60 SHRUBS/100 LF=204 SHRUBS REQUIRED
244 SHRUBS PROVIDED
SHEET NUMBER:
20 10 5 0 20 F ^
RENOVATED SITE: llC II\_lll
EACH REQUIRED TREE IS 91NTERNAL TREES x 274=32,4665E —
LANDSCAPED 14 PERIMETER TREES z 274=33,8385E
REQUIRED TO HAVE A 1'=20'
Li AREA PER TREE MINIMUM 2745E OF AMENDED TOTAL LANDSCAPED AREA REQUIRED=56,302SF
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UBOHLERENG.NET/SHARESINC-PROJECT51201SNCC1920751SRAWINGSPLAN SETS\CONSTRUCTION DOCUMENTSWCC192075LP1.DWG PRINTED BY AFILCIK 12.01.22 O 11:25 AM LAST SAVED BY AFILCIK

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CD) FINAL APPROVAL 1/12/2023 LANDSCAPE SPECIFICATIONS OWNER MAINTENANCE RESPONSIBILITIES PLANTING NOTES: r�
PRO]ECT NUMBER: LDC-2020-00e1Al42L CLEARING,FINISHED GRADING SOIL 9A.INSOFAR THAT IT IS FEASIBLE,PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY.IN THE EVENT UPON OWNER'S(OR OWNER CONTRACTOR'S)COMPLETION OF LANDSCAPING WORK,THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, 1. ALL LANDSCAPE AREAS ARE TO RECEIVE A MINIMUM OF 4'OF TOPSOIL. v
.PLANTING
c•n,vuaiTlCARE,UPKEEP,WATERING,AND TRIMMING OF ALL INSTALLED VEGETATION,PLANTS,TREE,BUSHES,SHRUBS,GRASSES,GRASS,ORNAMENTAL PLANTS AND 2. ALL MULCHED PLANTING BEDS ADJACENT TO BUILDINGS SHALL BE SEPARATED FROM THE FACE OF THE BUILDING WITH A 3"SIDE X 4"DEPTH PEA GRAVEL f� a a
AND MULCHING INCLUDING ALL LABOR,MATERIALS, THAT THIS IS NOT POSSIBLE,LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.PLANTS FLOWERS,FLOWERS,GROUND COVER,AND LANDSCAPING,INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED STRIP FOR FIRE SAFETY. 5I a_
'TiiISP OJE T,UNLESSOTHERWISECONTRACTEDBY SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY.PLANTS THAT WILL AREAS.THIS RESPONSIBILITY INCLUDES,BUT IS NOT LIMITED TO,THE FOLLOWING: 3. ALL PLANT MATERIAL SHALL BE HEALTHY,VIGOROUS,AND FREE OF PEST AND DISEASE. P4 £
ENGINEERING Andrew Pol nc�ex er NOT BE PLANTED FOR A PERIOD ROOT TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR 4. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED&BURLAPPED AS INDICATED IN THE PLANT LIST. 1
PCSO/DETENTION/DRAINAGE PLAN MULCH TO HELP PRESERVE MOISTURE. --�--� CS
z
• TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A 5. ALL LAWN AREAS SHALL BE SEEDED WITH LOCALLY GROWN FESCUE SEED MIX MEETING THE LATEST NORTH CAROLINA DEPT.OF AGRICULTURE V
Jeff Bot;tl°SPECIFICATIONS AS OUTLINEDINTHE STATE B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER CLEARANCE HEIGHT OF 7 FT.(FROM ALL PEDESTRIAN SURFACES)OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. STANDARD FOR SEED AND PLANT CERTIFICATION.CONSULT LOCAL N.C.S.0 AGRICULTURAL EXTENSION OFFICE FOR PROPER FERTILIZER AND LIME W N 98
EROSION CONTROLAND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.PLANTS SHALL APPLICATION RATES FOR LAWN SEEDING. Z W .
_ NOT BE INSTALLED INTOPSOILTHAT IS INAMUDDY OR FROZEN CONDITION. PAVED,• TREES ITHIN VEHICULAR LED SURFACEIS)HTLINES,AS OR AS OTHERWISE INDICATED TON THE LANDSCAPE
PLANTE PLAN,ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OFTFT.(FROM ALL 6.. 7. ALL MATERIALS ARE SUBJECT TO THE A ALL TREES SHALL TRUNK,FULL HEAD, ND MEET
ALL
THE LANDSCAPE ARCHITECT BEFORE,DURING,AND AFTER INSTALLATION. yy O' Z�Zt/10 B
URBAN FORESTRY Vincent) GANIC ® jNCH O"),WOOD,ROOTS VEGETABLE C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING Fy W(D t U-U E 6
8. ALL TREES SUBJECT
TOTAKEDASOVALSHOWN OF N THE DETAILS. C7 B
TREE ORDINANCE CLEAN,SHARP TOOLS.ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. • VEGETATIVE GROUND COVER,SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 9. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL 1•M Z W W f0 W 8g
INCHES ABOVE GRADE(OF ALL PAVED,TRAVEL SURFACES)ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS. UTILITIES DURING THE COURSE OF WORK.LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN OF THE PLANS ARE BASE UPON BEST AVAILABLE .�/I Z 3-(9 Q K N
/�� INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1)TO VERIFY THE LOCATION OF �IIUW�1 ^ f W Q 2 W Z .
CDOT IL'F;A' S SEEDEDD MINIMUM SODDEDCH IN THICK LAYERWF ITH
THE OR D.DUL RING PANG TING CONTAINERSTLAFI NON-BIODEGRADABLE URLAMUSTBCUTMATERIALSAROUNDL BE REMOVEDOF THME ROOT AND BALLS • FALLEN PLANT FLOWERS,FRUIT,SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC UTILITY LINES ADJACENT TO THE WORK AREA 2)TO PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3)TO REPAIR ANY AND ALL W EA>Q0U NQ aw
��1 F1 OR IN ACCORDANCE WITH THE DURING PLANTING.NATURAL FIBER BURLAP MUST BE CUT FROM THE TRUNK OF THE TREE FOLDED AREAS TO PREVENT TRIPPING,SLIPPING OR ANY OTHER HAZARDS. DAMAGE TO UTILITIES,STRUCTURES,SITE APPURTENANCES,ETC. N D 2 Q m Z 4C 4
[HE NOTE:THIS PLAN APPROVAL DOES NOT HOP SEIL ED.ROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLAN BEFORE PRICING THE WORK. yWy O O.,W ~K x
INCLUDE CHARLOTTE WATER.FOR MORE iE/PEST FREE WITHAUNIFORM THICKNESS. E.POSITION TREESNDSHRUBSAT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURETHEAPPROVAL THESE REQUIREMENTS DO NOT AFFECT THE PLEATLIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS ,�I UQZQQ~O 1 �
OR VISITINFORL PIIp://charlottewater o PLEASE CALL 4r933b-5499 BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS,MAKING NECESSARY ADJUSTMENTS AS DIRECTED. TO MAINTAIN HEALTHY PLANT CONDITIONS. O ~ Z N N K rq 3§�
12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND BE RESPONSIBLE FOR FULLY MAINTAINING(INCLUDING BUT NO LIMITED TO:WATERING,
NOTE:THIS PLAN APPROVAL DOES NOT LDING SHALL BE A 3"LAYER OF DOUBLE SHREDDED F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE CHARLOTTE URBAN FORESTRY-TREE PLANTING AND PRESERVATION SPRAYING,MULCHING,FERTILIZING,ETC.)ALL OF THE PLANT MATERIALS AND LAWN FOR A ONE YEAR GROWING PERIOD. z azQNa¢
INCLUDE COMMERCIAL ZONING.ALL BUILDING 13. NY PLANT MATERIAL WHICH IS DISEASED,DISTRESSED,DEAD,OR REJECTED(PRIOR TO SUBSTANTIAL COMPLETION)SHALL BE PROMPTLY REMOVED -I J K b
dULCHED WITH A 3"LAYER OF DOUBLE SHREDDED DARK APPROVED LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE
PERMITS AND ZONING APPROVALS CAN BE �• FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES,QUANTITY,AND SIZE WHILE MEETING ALL PLANT SCHEDULE SPECIFICATIONS. W
OBTAINED AT MECKLENBURG COUNTY CODE 'ATED ON THE LANDSCAPE PLAN. APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. REQUIREMENTS(UPDATED 10/10/16) 14. STANDARDS SET FORTH IN THE"AMERICAN STANDARD FOR NURSERY STOCK"REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTES 0
ENFORCEMENT.PLEASE CALL CTAC AT THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING W
MINIMUM QUALITY REQUIREMENT FOR PLANT MATERIAL.
704-314-CODE(2633)FOR MORE INFORMATION. PLANTING SEASONS: 3g
95 SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1.PLANTS:MARCH 15 TO DECEMBER 15 15. WHERE SHOWN ON THE PLANS AND DETAILS,PLANTING BED ARE TO BE COMPLETELY COVERED WITH A MINIMUM 4"DEPTH OF TRIPLE SHRED HARDWOOD N
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A SUSTAINABLE MANNER.
AT LEAST 48 HRS.PRIOR/N ANY IAND IUFACTURER.FERTILIZER SHALL BE STORED IN A 1.2.LAWN:MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 PLANT MATERIAL
�J5
i6. WATER PERMEABLE FILTRATION FABRIC SHALL BE USED IN ALL LANDSCAPED AREAS. s
'PRIOR TO USE. elk
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DISTURBING ACTIVITY USING THE ONLINE 1. MINIMUM TREE SIZE AT PLANTING IS 2"CALIPER AND 8'TALL FOR SINGLE-STEM TREES.ALL MULTI-STEM PLANTS MUST BE TREE FORM,MAXIMUM 3 TO5 17. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS 3
FORM FOUND AT http//charlottenc9ov/Id IZER SHALL BE 10%NITROGEN,6%PHOSPHORUS AND G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE @ i
,T BE SELECTED WITHOUT A SOIL TEST PERFORMED BY SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR TRUNKS,AND MINIMUM 10'TALL WHERE 3"SINGLE-STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10'TALL IF AT SPACING SHOWN.
POTENTIAL SUBSTITUTIONS. MULTI-STEM TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12'TALL. 18. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS AREA ARE COMPLETED %Illid 'J
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS MULTI-STEM TREES AFTER GRADING.
F.PLANT MATERIAL H.FURTHERMORE,THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE.WITH 1
RE SPECIFIED.ALL REQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY,HAVE NORMAL GROWTH HABITS,HAVE WELL-DEVELOPED 9. PLANTINGS AND SEEDED/SODDED AREAS TO BE IRRIGATED BY AN ON SITE IRRIGATION SYSTEM.SEE UTILITY PLAN FOR IRRIGATION METER ANDBACKFLOW LOCATIONS AND SPECIFICATIONS.
1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY,THE RISK OF PLANT DEATH IS r 1
NURSERY STOCK"(ANSI Z60.1),LATEST EDITION,AS PUBLISHED BY THE AMERICAN NURSERY&LANDSCAPE GREATLY INCREASED.IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTINGBRANCHES,BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS.TREES WITH MAJOR GIRDLING ROOTS WILL NOT BE ACCEPTED.TREES WITH 20.THE IRRIGATION SYSTEM DESIGN SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR WITH REVIEW BY THE OWNER BEFORE REVISIONS
ASSOCIATION. SEASON: CO-DOMINANT BRANCHING WILL NOT BE ACCEPTED.TREES THAT HAVE BEEN SHEARED,TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING INSTALLATION. -
MN BY
1.2.IN ALL CASES,BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT ACER RUBRUM PLATANUS X ACERIFOLIA STRUCTURE WILL NOT BE ACCEPTED.TREES SHALL BE FREE OF ABRASIONS,DAMAGE,DISEASE,PESTS AND CRACKS.ALL PRUNING CUTS GREATER 21.ALL LANDSCAPING SHALL AVOID CONFLICT WITH UNDERGROUND STORMWATER MANAGEMENT MEASURES. REV DATE COMMENT
MATERIAL BETULA VARIETIES POPULOUS VARIETIES THAN IA INCH DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING.NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF CHECKED
SPV v
1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE.TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE.ROOT FLARES SHALL BE LOCATED AT GRADE.TREES WITH MORE 1 10/16/2019 PERMIT COMMENTS DR
ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES THAN 2"OF SOIL COVERING THE ROOT BALUFLARE FROM WILL NOT BE ACCEPTED(CLDS.40.09). BUFFER DISTURBANCE NOTES:
1.4.TREES WITH ABRASION OF THE BARK,SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'/•", KOELREUTERIA QUERCUS VARIETIES 2 02/28/2020 PERMIT COMMENTS TAM
WHICH HAVE NOT BEEN COMPLETELY CALLUSED,SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA 3. SIZE OF REQUIRED PLANTS,SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1(LATEST EDITION)AS PUBLISHED BY THE DR
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES AMERICAN NURSERY&LANDSCAPE ASSOCIATION,EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY. 1. FOR THE DISTURBED AREA WITH SLOPES 3:1 OR GREATER,SOIL WILL BE STABILIZED WITH MATTING OR OTHER APPROVED STABILIZATION METHOD UNTIL RP
1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF 4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION. PERMANENT VEGETATION IS ESTABLISHED. 0%BIODEGRADABLE MATERIAL WILL BE USED 3 06/24/2020 PERMIT COMMENTS DR
2. IT IS RECOMMENDED THAT CHEMICAL FERTILLIZERSIZERS AND PESTICIDES NOT BE USED IN THE BUFFER DUE TO THE RISK OF STORMWATER POLLUTION,
GROWTH:WELL DEVELOPED BRANCHES,DENSELY FOLIATED,VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS,WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.THE 5. PERIMETER TREES IN URBAN ZONES SHALL BE 3°IN CALIPER AND BE FREE OF BRANCHES UP TO 6'FROM THE TOP OF ROOT CROWN(BALL). INSTEAD COMPOST OR ORGANIC MATTER SHOULD BE INCORPORATED INTO THE SOIL,WHICH WILL PROVIDE SUFFICIENT NUTRIENTS FOR ADEQUATE ATZ
4 O6/30/2021 REVISED PLANSET
DISEASE,INSECTS,PESTS,EGGS OR LARVAE. ROOT BALL SHALL REST ON UNDISTURBED GRADE.EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE MT
1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX FOLLOWING PREPARED SOIL MIXED THOROUGHLY: 6. MINIMUM OF 50%OF NEW TREES MUST BE NATIVE SPECIES,AND SITES WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE(3 OR PLANT GROWTH.INVASIVE SPECIES SHOULD BE REMOVED BY HAND CLEARING INSTEAD OF USING PESTICIDES. _
INCHES(6")ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE.IF •1 PART PEAT MOSS MORE SPECIES PURSUANT TO THETREE ORDINCE GUIDELINES. 3. PLANTING SHOULD OCCUR AT THEAPPROPRIATETIME OF YEAR TO PROMOTE SURVIVABILITY.IN MECKLENBURG COUNTY,THIS IS TYPICALLY NOVEMBER 5 12/23/2021 PERMIT COMMENTS JZ
MORDINANCETHE CALIPER AT SIX INCHES(6")ABOVE THE GROUND EXCEEDS FOUR INCHES(4")IN CALIPER,THE CALIPER •1 PART COMPOSTED COW MANURE BY VOLUME ) THROUGH EARLY MARCH. _ DH
SHOULD BE MEASURED AT A POINT 12"ABOVE THE NATURAL GRADE. •3 PARTS TOPSOIL BY VOLUME 7. 75%OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS. 4. ALL TREES AND SHRUBS MUST BE MAINTAINED IN PERPETUITY AND REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING DENSITY IS 6 04/28/2022 PERMIT COMMENTS JZ
1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB,AND NOT TO THE •21 GRAMS'AGRIFORM'PLANTING TABLETS(OR APPROVED EQUAL)AS FOLLOWS: PLANTING REQUIREMENTS MAINTAINED. DH
RANCH. A)2 TABLETS PER 7 GALLON PLANT 5. THE USE OF TREE SHELTERS IS STRONGLY RECOMMENDED TO PROTECT AGAINST DEER GRAZING AND MOWER DAMAGE.
LONGEST B -
1.8.LONGESTSHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B)3 TABLETS PER 5 GALLON PLANT 8. SEE CLDS 40.01&40.09(ON PLAN)FOR DETAILED TREE PLANTING REQUIREMENTS. 6. EROSION WITHIN THE BUFFER IS STRICTLY PROHIBITED.IF MULCH IS NOT SUFFICIENT TO PREVENT EROSION,A VEGETATIVE GROUND COVER IS 7 07/07/2022 PER CITY COMMENTS DHJZ
AND
C)4 TABLETS PER 15 GALLON PLANT 9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING.SEE CLDS 40.01 FOR APPROVED STAKING METHOD/MATERIALS. REQUIRED. - AF
3.GENERAL WORK PROCEDURES D LARGER PLANTS:2 TABLETS PER''/z"CALIPER OF TRUNK 7. MULCH MUST BE MAINTAINED AROUND THE BASES OF ALL TREES AND SHRUBS FORA MINIMUM OF FIVE(5)YEARS FOLLOWING PLANTING ATA MINIMUM 8 09/02/2022 PER CITY COMMENTS
10. ALL STRAPPING,AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING. DEPTH OF TWO(2)INCHES. - JZ
A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 8. LIVE STAKES ARE NOT ALLOWED FOR PLANTING. AF
CONSTRUCTION.THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY.ALL DEBRIS, J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS.COMPLETE BACKFILL AND 11. FOR NEW PLANTING AREAS,REMOVE ALL PAVEMENT,GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS;REMOVE COMPACTED SOIL AND ADD 18.NEW 9 12/1/2022 PER CITY COMMENTS
MATERIALS AND TOOLS SHALL BE PROPERLY STORED,STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. TOPSOIL,OR TILL AND AMEND THE TOP 18.OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES(WITHIN ENTIRE MINIMUM AREA 9. FOLLOWING THE COMPLETE INSTALLATION OF THE APPROVED WATER QUALITY BUFFER REVEGETATION(704)4 PLAN,A FINAL INSPECTION AND WRITTEN AM
OF 274 SQUARE FEET). APPROVAL MUST BE MADE BY CHARLOTTE-MECKLENBURG STORMWATER SERVICES.CALL(704)432-5571 TO SCHEDULE A FINAL INSPECTION.
B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE.DEBRIS K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL,THE POINT AT WHICH THE ROOT FLARE 10. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN THE REVEGETATED SITE AND REPAIR,PROTECT,AND ADD ADDITIONAL CONTROLS TO )
SHALL NOT BE BURIED,INCLUDING ORGANIC MATERIALS,BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS,IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT.NO SOIL IS TO BE PLACED DIRECTLY ON TOP 12. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST AND/OR NCDOT. PROTECT THE BUFFER AS NECESSARY AT THEIR SOLE EXPENSE. C
OF THE ROOT BALL. 13. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT:HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES.
4.SITE PREPARATIONS UTILITY ISSUES
A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING,ALL WEEDS AND GRASSES SHALL BE DUG L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED 14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S)OR TREE SAVE AREA(S),CALL URBAN FORESTRY SPECIALIST TO RESOLVE l{
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF 7'FROM GRADE. V
PRIOR TO UTILITY INSTALLATION.
B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES.THE ENTIRE LIMB OF M.GROUND COVER AREAS SHALL RECEIVE A''/•"LAYER OF HUMUS RAKED INTO THE TOP 1"OF PREPARED SOIL PRIOR 15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25'OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES.
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK.CONTRACTOR SHALL ENSURE THAT CUTS ARE TO PLANTING.ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL IFTREES CONFLICT WITH ANY UTILITIES ORSIGNS
SMOOTH AND STRAIGHT.ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN,SHARP TOOLS AND TOPSOIL AS PER MANUFACTURER'Si6. :CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
RECOMMENDATION. Know what's belBW.
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS.EXISTING TREES SHALL BE MONITORED ON A 17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES.PLANT 15-FROM ALL UNDERGROUND UTILITIES. Call before you dig.
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION.ROOTS SHALL N.NO PLANT,EXCEPT GROUND COVERS,GRASSES OR VINES,SHALL BE PLANTED LESS THAN TWO FEET(2')FROM 18.NO LIGHT POLES,UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS. ALWAYS CALL 811
NOT BE LEFT EXPOSED FOR MORE THAN ONE(1)DAY.CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS.
TO PREVENT SHOCK OR DECLINE. 19. COMMERCIAL SCALE LIGHTING(>15'IN HEIGHT)MUST BE A MINIMUM DISTANCE OF 30'FROM A TREE.PEDESTRIAN SCALE LIGHTING(5 15'IN HEIGHT) It's fast.It's tree.It's the law.
O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED MUST BE A MINIMUM DISTANCE OF 15'FROM A TREE.SHOW SITE LIGHTING ON LANDSCAPE PLAN.
C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER.NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TREE SAVE AND PRESERVATION
TO INSTALLATION OF ANY LANDSCAPE MATERIAL UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS
PRIOR TO THE BEGINNING OF WORK. P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE 20.TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.
WATERING SPECIFICATIONS AS LISTED HEREIN. 21.SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL,GRADING AND LANDSCAPE PLAN SHEETS. APPROVED FOR
5.TREE PROTECTION
A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE 10.TRANSPLANTING(WHEN REQUIRED) 22.COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN CONSTRUCTION
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. FORESTRY HOLDS CAN BE RELEASED.A 10'NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT. 1
CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT 23.TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES.IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME PROJECT No.: NCC192078
TREE PROTECTION ZONE SHALL BE HONORED. B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING,THEY SHALL BE HEALED IN WITH MULCH OR SOIL, OF PROPOSAL,SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO. DRAWN BY: DR
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT,SUN AND WIND.
B.A FORTY-EIGHT INCH(48")HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE',OR 24.THE AREA OF ANY EASEMENTS(WATER,SEWER,UTILITY,ETC.)CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT. CHECKED BY: DH
APPROVED EQUAL MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. 25.ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT. DATE: 09/18/2019
PROTECTION ZONE.POSTS SHALL BE LOCATED ATA MAXIMUM OF EIGHT FEET(8')ON CENTER OR AS INDICATED CAD I.D.: NCC192078SD1
WITHIN THE TREE PROTECTION DETAIL. D.UPON REPLANTING,BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. 26.NO STRUCTURE WILL BE ALLOWED WITHIN 10'OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.
27.ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST(704)336-4262.
C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED,IT SHALL BE INSPECTED BY THE APPROVING E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. PROJECT:
28.CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP,MACHINERY OPERATION OR TEMPORARY BUILDING ERECTION THAT MAY
AGENCY PRIOR TO DEMOLITION,GRADING,TREE CLEARING OR ANY OTHER CONSTRUCTION.THE FENCING ALONG
THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F.IF TRANSPLANTS DIE,SHRUBS AND TREES LESS THAN SIX INCHES(6")DBH SHALL BE REPLACED IN KIND.TREES IMPACT CHARLOTTE TREE ORDINANCE PROTECTED TREES OR TREE SAVE AREAS,INCLUDING TREES LOCATED IN STREET RIGHT OF WAY.IMPACTS MAY CONSTRUCTION
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES(6")DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE INCLUDE BUT ARE NOT LIMITED TO:ENCROACHING WITHIN TREE DRIP-LINES,EXCAVATION,SOIL COMPACTION,TREE TRIMMING,ERECTING AND C�
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. DISMANTLING OF CONSTRUCTION CRANES. DOCUMENTS
D.AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT GENERAL
STANDING IN THE TREE PROTECTION ZONE. 11.WATERING
A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 29.SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP://CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE PROTECTION/PLANTING AREAS,A MINIMUM FOR
6.SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO OF 5 DAYS BEFORE THE CO/HOLD RELEASE IS NEEDED.
A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.WATERING SHALL 30.VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN FORESTRY REQUIREMENTS:
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES. SOLUTIONSE A S TE R N
B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING.IF WATER IS NOT AVAILABLE ON THE GROWTH OF PLANT MATERIAL.SOIL MODIFICATIONS,AS SPECIFIED HEREIN,MAY NEED TO BE CONDUCTED BY SITE,CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER.THE USE OF WATERING BAGS IS RECOMMENDED FOR THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. ALL NEWLY PLANTED TREES.
Ki C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE,IT SHALL BE USED TO WATER PROPOSED PLANT PROP. EASTERN
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL,BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF SPEC.
PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS,HEALTHY GROWTH.
1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS,THOROUGHLY TILL ORGANIC
MATTER INTO THE TOP 6-12".USE COMPOSTED BARK,COMPOSTED LEAF MULCH OR PEAT MOSS.ALL 12.GUARANTEE WAREHOUSE
10913 ROZZELLES FERRY RD
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL
WOOD STRUCTURE.AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY.CONTRACTOR SHALL SUPPLY THE OWNER WITH A CHARLOTTE,NC 28214
1.2.TO INCREASE DRAINAGE,MODIFY HEAVY CLAY OR SILT(MORE THAN 40%CLAY OR SILT)BY ADDING MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE THE CITY OF CHARLOTTE
8
J COMPOSTED PINE BARK(UP TO 30%BY VOLUME)AND/OR AGRICULTURAL GYPSUM.COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN PARCEL ID:03122236
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60%OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3.MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. r
CLAY LOAM UP TO 30%OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON.ANY m B O H L E R
DEBRIS SHALL BE DISPOSED OF OFF-SITE,WITHOUT EXCEPTION.
0 7.FINISHED GRADING ENGINEERING NC,PLLC
A.UNLESS OTHERWISE CONTRACTED,THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE N 11
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN.CULTIVATION,WEEDING,WATERING AND THE GELS P-32
SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD 1927 S.TRYON STREET,SUITE 310
CONDITION AND FREE OF INSECTS AND DISEASE.
B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN CHARLOTTE,NC 28203
ESTABLISHED.THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D.LAWNS SHALL BE MAINTAINED THROUGH WATERING,FERTILIZING,WEEDING,MOWING,TRIMMING AND OTHER Phone: [phone]
E THICKNESS(1'4). OPERATIONS SUCH AS ROLLING,REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, Fax: [phone]
ACCEPTABLE LAWN,FREE OF ERODED OR BARE AREAS. [e-mail]
C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH,EVEN AND UNIFORM PLANE WITH NO ABRUPT
S CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS,UNLESS OTHERWISE DIRECTED 13.CLEANUP I -`
5 BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE,THE CAR
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS,EQUIPMENT AND DEBRIS FROM THE SITE.ALL PAVED 721,
D.ALL PLANTING AREAS SHALL BE GRADED ND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. \�'
AROUND THE PLANTING BEDS.STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. ` •F
B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR
B.TOPSOILING AUTHORIZED REPRESENTATIVE. - SEAL
A.CONTRACTOR SHALL PROVIDE A SIX INCH(6")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL - • 046878
ORDINANCE OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE INA -TJ',
UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. 9°•8'4,GINEEPrS4,-;''
AA B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED.TOPSOIL FROM THE SITE MAY %.a(i
BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED,STORED AND PROTECTED PRIOR TO CONSTRUCTION. F O
N•"MG
3 \///1
C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS.THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS /SHEET TITLE:
SECTION ABOVE.
D.ALL FROMLANTING AND LAWN AREAS ARE TO BE EXCAVATION AND CULTIVATION SHALLLC BE DISPOSEDOF VATED TO AIN ACCORDANCE WITH PTH OF SIX INCHES(GENERALL WORK6").ALL DEBRIS LANDSCAPE
LANDSCAPE
5 PROCEDURES SECTION ABOVE.THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES(4")IN TWO
DIRECTIONS(QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): NOTES
1.1.20 POUNDS'GROW POWER'OR APPROVED EQUAL
Et-¢ 1.2.20 POUNDS NITRO-FORM(COURSE)38-0-0 BLUE CHIP
E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
fl SHEET NUMBER:
F C- 702
of 1 REVISION 9-12/1/2022 )
//BOHLERENG.NET/SHARES/NC-PROJECTS1201SNCC192078\SRAWINGSPLAN SETS\CONSTRUCTION DOCUMENTSWCC19207BSD1.DWG PRINTED BY:AFILCIK 12.01.22 G 11:25 AM LAST SAVED BY:AFILCIK

•Ch FINAL APPROVAL 1/12/2023 c 'N
NOTES:
PROJECT NUMBER: LDC-2020-00112 ,.4 I
CHARLOTTE_ / S
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. ' \ / F4 5yp
ENGINEERING Andrew Poindexter PLANT SHALL BE 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. v '/ a (0 £'3
FOR CONTAINER-GROWN \\\///PCSO/DETENTION/DRAINAGE PLAN TRANSPLANTED AT THE SAME SHRUBS,USE FINGER OR � i
GRADE AS IT BORE IN THE 3. !T!E15::
UIRED FOR ALL TREES R.O.W / il
TOS OI PULLBORIST.BA DURNG. F THE OUTER SOIL;THEN . SOIL FROM SITE ANDISPOSEOF IN A RT ANV .Vincent CondonLE THEE CONTAINERCHED,DISTURBED AREAS. '''''''-7-: - MM U' Z W N>W 8
COOT N/A 3 PARTS TOPSOIL PLANTING / Z>C9~Q K N d
MIXTURE WILL CHANGE WITH 3"THICK LAVER OF DARK - W� F W Q=W W Z sA„
BROWN DOUBLE 3/IT NYLON STRAP W J 2 N O 3 w
SOIL CONDITIONS 7 R'Q w
SHREDDED HARDWOOD 6 W N O Q Q Z Q 3��-,
NOTE:THIS PLAN APPROVAL DOES NOT 8-12" MULCH 6 LARGER MAX TREE DIAMETER Z N W Z F H 3 K a
INCLUDE CHARLOTTE WATER.FOR MORE _ FINISHED GRADE / \SM Z O Z Q- ~O 8 g o
INFORMATION,PLEASE FALL 709-336-5499 — III— III— BE A�OnMBH GRADE M :
BEFORE PLANTING,ADD 3 TO 4' p Q U A d cm
OR VISIT http://charlottewatecOr9 —III 11-1 - PLACE SHRUB ON mUxH, To 2 Z J LD N N K y g G
OF WELL-COMPOSTED LEAVES _- R O p W €
NOTE:THIS PLAN APPROVAL DOES NOT AND RECYCLED YARD WASTE -III— —11111 FIRM SOIL IN H.tt5'MOE MAXIMUM is G a 2 F)'a¢ q
INCLUDE COMMERCIAL ZONING.ALL BUILDING TO BED AND PREPARED SOIL 1111 = —
= IIII I11111 II OMiA ER �I I I BOTTOM OF HOLE. BERM OUTSIDE OF ROOTBA0 / A. 4 MAXIMUM LAVER OF MULCH M IW�I ; Q b
PERMITS AND ZONING APPROVALS CAN BE — — — Ili 1J JIC
BTAINED AT MECKLENBURG COUNTY CODE
004-0319EC0 E(2633)FOR MORE INFORMATION.N ORMATION. WIRE BASKET F PRESENT.ANY III IIIII IIIII II I111111 I THE I IIT11 —1I I111111 11 —=111=111 - MTH CENTERED /TM.5O sa W
24"MINIMUM UNDISTURBED HNISH GRADE ~ 3g
AND ALL TWINE SHALL BE SUBGRADE EluAuv svncED AROuxo mEE .� N F e
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING ���� f� 4
AT LEAST 98 HRS.PRIOR TO ANY LAND REMOVED FROM THE SHRUB J, 3
DISTURBING ACTIVITY USING THE ONLINE BEFORE BACKFILLING.BURLAP SOIL SURFACE ROUGHENED \ � 1 III--I'III IIII / 0g
FORM FOUND AT http://charlottencgov/I6 SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. @
PLANTING HOLE _ ,M, IIII IIIIII IIIII BALKF/AS SPECIFIED
m �� !-lluu-uuu-uuu-
REFERENCE:ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT moM ROOT caow�.�CE55 BN` ouIIIIII Il 1111II IIIIIIIIII! `� IIIIII-IIIIII-IIIIII-IIIII l
DECIDUOUS AND EVERGREEN �DANT„°I«�„�a` TI Iu�IIIIIWIIII�Il1--a/Tlllu�l III IIIIDDIs.RBEo�ILII % REVISIONS
SHRUB PLANTING DETAIL REMOVE TOP BASKET WERE 3 of FARE / ROOT BALL
A 2 REV DATE COMMENT .INN-B
NOT TO SCALE PRESENT / - c SPVRAISE PIT BOTTOM TO SET v
AT THE CORRECT HEIGHT.FIRM 01 CROWN UNDER Rom BALL.
1 10/16/2019 PERMIT COMMENTS DR
PLANT MATERIAL SPACED AS 2 02/28/2020 PERMIT COMMENTS TAM
DR
INCORPORATE 2"OF PEAT INTO 6"OF SPECIFIED.SEE LANDSCAPE RP
PLANTING MIXTURE,AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) 3 06/24/2020 PERMIT COMMENTS
FOR EXAMPLE: CALIPER HEIGHT(RANGE) MAX.HEIGHT MIN.ROOT BALL MA. MIN.ROOT BALL DEPTH DR_
3"THICK LAYER OF
DARK BROWN DOUBLE 2" 12-ta' 16' 24" 16" 4 06/30/2021 REVISEDPLANSET ATZ
SHREDDED HARDWOOD 3 1416 18 32 21 NOT TO SCALE MT
MULCH 5 12/23/2021 PERMIT COMMENTS JZ
FINISHED GRADE • CITY OF CHARLOTTE DH
LAND DEVELOPMENT STANDARDS TREE PLANTING
6 04/28/2022 PERMIT COMMENTS DH
/-STD.NO. REV.
MINIMUM 6"TOPSOIL l� l CXISTING SUBSOIL `CHARLOTTE. INCLUDES CHARLOTTE ETA (FOR SINGLE AND MULTI—STEM TREES) 40.01 7 07/07/2022 PER CITY COMMENTS JZ
DH
III III—III III —III -8 09/02/2022 PER CITY COMMENTS �Z
—III—III-- l— S III III III SPACING VARIES _ 9 12/1/2022 PER CITY COMMENTS AM
_
TYPICAL PERENNIAL AND GROUND COVER PLANTING NOTES: SEE LANDSCAPE PLAN
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL. TOP.CRLAR j.(
2. INSTALL CONTAINERIZED PLANTS AT
FINSHED GRADE 4F LAYER 0
_ 41
D.PROPOSED ON CENTER MULCH ROMED 11111111jk-VokAi
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(O.C.)SPACING 3. TAMP PLANTING MIX FIRMLY INg00 - •
SEE LANDSCAPE SCHEDULE AS HIT IS FILLED AROUND �,®'� "oIg!I !I"I .4I .�I
FOR FOR REQUIRED SPACING EACH PLANT BALL. 4 II�0 Brow what's orebel you dig.
8 D D II I� CaIIBBroreyDD111y.
4. OMIT COLLAR AROUND EACH SHRUB
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ENTRE PLANING BED /
Its fast.It's tree.It's the law.
5. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER EDGE OF PLANING BED ACCEPTABLE TAMP SOIL MIX UNDER
TYPICAL PERENNIAL AND GROUND COVER SPACING&LAYOUT INSTALLATION. PLANT MEDIA EACH PLANT BALL TO
MINIMIZE SETTLEMENT
PERENNIAL/GROUND COVER PLANTING DETAIL TYPICAL PLANTING BED DETAIL APPROVED FOR
NOT TO SCALE CONSTRUCTION
—
PROJECT No.: NCC192078
DRAWN BY: DR
EQUALS
HEIGHT
CS M eA O\ CHECKED BY: DH
EpUALS MEDIAN1 TYP. DATE: 09/18/2019
MOTH IN FEET 1 ♦ ♦ STAGGERED
TO 2 MAX •T•�•�•OO ROWS CAD ID.: NCC1920785D1
FINAL
GRADE ♦ .♦-
Iv, �1•'101� PROJECT: 1
_____ ,Mal __ _yEXISINc EQUAL OF CONSTRUCTION
BETWEEN SPACING EDGE TINGBETWEEN ALL PLANTS BEDN N
DOCUMENTS
TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN
FOR
EASTERN
SOLUTIONS
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SHRUB PLANTING BED STD.No. R PROP. EASTERN
CI CHARLOTTE. INCLUDES CHARLOTTE ETA 40.05A 9 SPEC.
WAREHOUSE
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SPECIFIED BALL DIAMETER WBGO H L E R
SPECIFIED BALL DIAMETER NP-I132
1927 S.TRYON STREET,SUITE 310
3 EFFECTIVE BALL DIAMETER CHARLOTTE,NC 28203
TOP OF BALL NATURAL SOIL LINE
AS DUG TOP OF BALL Phone: [phone]
AS DUG Fax: [phone]
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2'MAXIMUM OF SOIL NC(BohlerEng.com
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(AS DELIVERED) (AS DELIVERED) SHEET TITLE:
NOTE:
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ITHAT OR ALL TEES SPECIED LANDSCAPE
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE DETAILS
o (NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN,THESE TREES WILL BE REJECTED. SHEET NUMBER:
• CITY OF CHARLOTTE ROOT FLARE DEPTHS C— 7 0 7
) LAND DEVELOPMENT STANDARDS /-STD.No. REV.
`CHAl1EATEH INCLUDES CHARLOTTE ETA (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 40.09 9 ( J
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CD) FINAL APPROVAL 1/12/2023 ,`
PROJECT NUMBER: LDC-2020-00112
cavuarrE_ a 1
ENGINEERING Andrew P Indexter 4') a �, 11E
PCSO/DETENTION/DRAINAGE PLAN O O O O © rl y
EROSION CONTROL Jeff Bock °°'— 1 Z W Ldej
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URBAN FORESTRY Vincent Condon a� / a / a-0 / ab ..- �°� / M--1 z Z t Z_W' @B
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NOTE:THIS PLAN APPROVAL DOES NOT J L 1 1 y 1111 1�1 a z N a¢ �
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OBTAINED AT MECKLENBURG COUNTY CODE PC) FY
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3 06/24/2020 PERMIT COMMENTS DR
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5 12/23/2021 PERMIT COMMENTS DH
® 8O0 S O O 3/lS =I-OI 6 04/28/2022 PERMIT COMMENTS DH
7 07/07/2022 PER CITY COMMENTS JZ
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8 09/02/2022 PER CITY COMMENTS AF
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O C..�.I PROP. EASTERN
T lit SPEC.
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CHARLOTTE,NC 28214
THE CITY OF CHARLOTTE
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CHARLOTTE,NC 28203
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FOR REFERENCE ONLY SHEET NUMBER:
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//BOHLERENG.NET/SHARES/NC-PROJECTS0199PCC192078/DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTSNJCC192078SDI.DWG PRINTED BY:AFILCIK 12.01.22©11:25 AM LAST SAVED BY:AFILCIK