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INDEX OF DRAWINGS WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA 1
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NO. SHEET DESCRIPTION T:91am9.,474.25NC2700
01
I T-001 E SHEET .,� .i.
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2 EC-I00 EROSION AND SEDIMENT CONTROL PLAN FOR INITIAL CONDITION
3 EC-101 EROSION AND SEDIMENT CONTROL PLAN FOR INTERIM CONDITION
4 EC-IO2 EROSION AND SEDIMENT CONTROL PLAN FOR FINAL CONDITION This bed deu rMxm ara the
5 EC-103 RISER AND SPILLWAY DETAILS1 t
8 8a6 EC-104 EROSION AND SEDIMENT CONTROL DETAILS • property eutile Diva cedAnhitern vi
7 EC-105 EROSION AND SEDIMENT CONTROL DETAILS CoxrallrxB.TJNreprodastixx, xg or orAer
8 EC-I06 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS • are of ebb drvxdxg midleveltluirwdnea mend
9 EC-107 EROSION AND SEDIMENT CONTROL NOTES -I 1 ( L o""✓ I \ I r} r/ bproGibiredaudmryr jagemsxr bill be Alyea
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/ TI I 1 / I I ' I,, ( \ \ \ \ / <�_ / / ( �/ , fr/ ©T.ekzon I c. 1 '1 1 ) )U \ \ • \ \\ \ f I / // i. ) f { ( I �r'O' IA.. ,)I I )\�I �'� \ \ \ \ \ \' I \ a f 11^0 �� i i SITE DATAVICINITY MAPDEMOLITION NOTES r ,1 r I. (" ,?n ��,� \\\ ^-- /'I I�, I; , I°= 20001DAVEN'ORT
I �,� f y - \ `- - ) 1 1 I \`--JL
�( 3 \ i (�\ I I.OWNER/APPUCAM: NEW HANOVER COUNTY FACILITIES MANAGEMENT
NOTE: l' �7 _ - \ �,/ \\ / I '" ss I-•- \\
\ ` / writ 200 DIVISION DRIVE.WILMINGTON,NC 28401 HOME OFFICE
DEMOLITION FOR THIS PROJECT SHALL BE COMPLETED IN STAGES AS INDICATED ON THESE PLANS. w .�" \ ld v. P. 9 I 0-798-4337
/ r ='-•-` T a wm {/T�y J�o W- -- CONTACT: KEVIN CAISON 119 BROOKSTOWN AVE.,SUITE PHI
I I. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN 15 BASED UPON A SURVEY CONDUCTED „' . - l A_. ;"-;"--"--_ _ _ ��,� "--- WINSTONS.love NC 27101�°
BY CAPE FEAR ENGINEERING,DATED MARCH 25,2023. RTNCNASE PARKWAY NE "� _ 1 ,/-1./ 2.ENGINEER: CURTIS DAY,P.E. 330.744.1636 www.davenportworld.com
PUBLIC R/WVARIES e.-- -Ail--� Aso -- a ` \ / L,• NCBELS FIRM LICENSE NO.C-2622
2. OBSTRUCTIONS SHOWN ON THIS DRAWING ARE FOR THE CONVENIENCE OF THE CONTRACTOR _ - l 111 DAVENPORTROOK ENGINEERINGVUE
ONLY. JOHN DAVENPORT ENGINEERING, INC. DOES NOT WARRANT OR GUARANTEE THE �Q' a �, / 9 _ (� 1 __ WINSTON-SALEM,NC 27101
CORRECTNESS OR THE COMPLETENESS OF THE INFORMATION GIVEN.THE CONTRACTOR MUST �.V "--, - -''�� '" yr ! v` [phone]
VERIFY ALL SUCH INFORMATION TO HIS OWN SATISFACTION. •o "'"° �r,��-
1 ( " qb-� = -��YY - `` I 3.PARCEL PIN ID.: ROSE I 1-002-001-000
3. CONTRACTOR SHALL CONTACT"NORTH CAROLINA 81 1°(800-G32-4949)FOR LOCATION OF ALL \ ° `7f,j'�•'/ / - `:1/,, \�\ tie t'� I^- 1 4.PROPERTY REFERENCE: D.B.2051,D.P.0285 `PPoo�llllllll/trrrr r
UTILITIES AT LEAST FIVE(5)WORKING DAYS PRIOR.TO BEGINNING CONSTRUCTION. - 1 1 " '{k /( -=q"4e / �� \ W �H CARo°��
4. NO WORK SHALL BEGIN UNTIL THE PROPER PERMITS HAVE BEEN RELEASED BY ALL RELATED n y '\ St I Ll 0 v ° I //" / ( `o^� ��`� \ 5.ZONING: PD O`Z� •ESSk';N
APPROVAL AGENCIES. { }) II I ,// �� /_ J I I \ \'� \ \ \ 6.WATERSHED: PRINCE GEORGE CREEK,CLASSIFICATION C;Sw let
5, CONTRACTOR SHALL NOT PROCEED WITH ANY DEMOLITION WORK UNTIL ALL UTILITY COMPANIES �' ( 1 I I \\I,.'\/j// /� +°.fp Il { ' \ \�``:��\i \\... \\` 7.RIVER BASIN CAPE FEAR RIVER,CLASSIFICATION C;Sw 05417L
HAVE VERIFIED IN WRITING THAT NO UTILITIES EXIST ONSITE OR THAT DISCONNECTIONS HAVE ' / I ( / / / ) W �^:+-
BEEN COMPLETED. -- / I I %// .. 1 0 / I \\ �\ \`�..... ' - `\ 8.ACREAGE: 2,95 r��\ -•},� .
6. CONTRACTOR SHALL INSTALL TEMPORARY TREE PROTECTION FENCE AND APPROVED EROSION 4 - / J 1 e. © © n \\ =\\\ \ �`� 9.LIMIT OF DISTURBANCE 2.42 ACRES 0...4,
•„yEE„y t
SEDIMENT CONTROLS PRIOR TO BEGINNING ANY WORK AND MAINTAIN SEDIMENT CONTROLS { (_�T\ J •) I el- / I I \ T, N.N.N. 1 /;
I O.IMPERVIOUS SURFACE: 0.00 ACRES CURRENT WITHIN LODTHROUGHOUT THE ENTIRE DURATION OF DEMOLITION AND C ONSTRUCTION ACTIVITIES 1
O.00 ACRES PROPOSED WITHIN LOP
7. CONTRACTOR WILL INSTALL A TEMPORARY CONSTRUCTION FENCE AROUND THE CONSTRUCTION 1 I / I 1AREA.CONTRACTOR WILL SECURE THE CONSTRUCTION AREA AT THE END OF EACH WORKING \ II I
I { J ") • A VEGETATIVELY STABfUZED,2.42 AC,
DAY AND WILL INSPECT THE SECURITY FENCING TO INSURE ITS INTEGRITY. 1 I I1 I 8. NO GRADING,STAGING,PARKING,STORAGE OR OTHER CONTRACTOR USAGE WITHIN THE TREE , `\ lI111I I ' /' / 410 14)PROTECTION FENCE I5 PERMITTED. BARRIERS SHALL BE MAINTAINED THROUGHOUT THE \ \ ( 1 1 I•,� J / • II
i.PROJECT AND REMOVED AFTER SUBSTANTIAL COMPLETION. ( \ \ $ -, / 1'!1 ll If9. TERMINATE ALL EXISTING WATER AND/OR SEWER SERVICES TO THE MAIN TO COW STANDARDS, , I 7 -) * i* 0 I /(AS APPLICABLE). / r / 1 ) J p \ II NOTE:THIS PURPOSE OF THIS PLAN IS FOR THE MASS GRADING OF THE SITE,
O. COORDINATE WATER METER REMOVAL WITH GOVERNING AUTHORITY AT THE CITY OF I Il •I CONSTRUCTION OF SEDIMENT BASIN,AND PLACEMENT OF SURCHARGE SOIL ONLY.
,,33 I / // \1 N .. / A SEPARATE EROSION AND SEDIMENT CONTROL PLAN FOR CONSTRUCTION OF
WILMINGTON AND/OR NEW HANOVER COUNTY(AS APPUCOFv P).CONTACT NCDOT REGARDING / 1 d' I )I I I I
RE-STRIPING OF NORTHCHASE PARKWAY AND REMOVAL OF ANY SIGNS IN THE ROW. I 1 2 \: 1 I 1 //I I {� L- , I Alp 1 l 1 �� ' 1 I \\ \ \ / DRIVEWAYS,BUILDING AND UTILITIES WILL BE SUBMITTED SEPARATELY.
I I. ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO CORPORATION \��-J j I I I / / \\I I 111 J 1` \` \\ \\/
STOP,TURNING IT OFF AND CUTTING SERVICE UNE FREE FROM CORPORATION STOP.UTILITY •-1 a I - ' I
SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TO BEGINNING UTILITY CONSTRUCTION WORK ^^ /'+/ / /nl 111 I \ 1 p /I-I- �j / \\
FOR A PROJECT. ANY EXCAVATION AS PART OF ABANDONING UTILITIES WILL REQUIRE U r' I I r" { I I T \ I p • I, i \ �,\ /' GENERAL NOTES
BACKFILLING PER STANDARDS OF GOVERNING AUTHORITY AT CITY OF WILMINGTON AND/OR NEW r / I I / \ I1{
HANOVER COUNTY(AS APPLICABLE). .-, I / 0
I / 1 I II/{ (/ I Ip • 1 / , /
1 III / I •• / / 1. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA 811 AT LEAST FIVE(5)WORKING DAYS PRIOR TO STARTING ANY WORK.
12. ABANDONMENT OF SANITARY SEWER SERVICE LINES SHALL CONSIST OF EXCAVATING DOWN TO I V / I I /
THE SERVICE CONNECTION TO THE MAIN, CUTTING THIS CONNECTION AND INSTAWNG A J I / 1 1 'III11 I1I' /1 �I/ I • • II/ I / �\ /
WATERTIGHT PLUG IN THE MAIN.THE SERVICE LINE AND ALL CLEAN-OUT RISERS ON THE SERVICE I I \ v I I ✓ /
O / / / 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH THE STORM WATER POLLUTION PREVENTION SHALL OBTAIN A
LINE SHALL BE REMOVED. UTILITY SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TO \ / 1 \ I J�' / @@ I ( •. COPY OF THE EROSION CONTROL PLAN(ECP)AND THE STATE OF NORTH CAROLINA DEPARTMENT OF THE ENVIRONMENT AND mop roa
BEGINNING UTILITY CONSTRUCTION WORK FOR A PROJECT. ANY EXCAVATION AS PART OF p \ I / Cl l) I $ J ( / I P if---: ',
1; NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL
ABANDONING UTILITIES WILL REQUIRE BACKFILLING PER STANDARDS OF GOVERNING AUTHORITY 'I / I / pppk O \,-,' G 1 / • • I POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES PERMIT)AND BECOME FAMILIAR WITH THEIR CONTENTS. CONSTRUCTION DRAWINGS
AT CITY OF WILMINGTON AND/OR NEW HANOVER COUNTY(AS APPLICABLE). h \ / I p I \ I I• I , ( 3. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON A FIELD SURVEY DATED MARCH 25,2023,COMPLETED BY CAPE
lyp SITE PREP,MASS GRADING&
PLACEMENT OF SURCHARGE
\ I /I 1 fp((pp / \ (�\ \ FEAR ENGINEERING. leB0PLATe
13. TREE PROTECTION FENCING TO BE LOCATED AT THE DRIP LINE OF ALL TREES TO BE PROTECTED. '�-1 / I I I \\ I °78 I \ I I I \\�
1 4, OBSTRUCTIONS SHOWN ON THESE DRAWINGS ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. DAVENPORT DOES
14.STRIP AND STOCKPILE ALL CLEAN TOPSOIL. / I I 1 I \1 1 I \ • I I I I �� \� \ / �14 NOT WARRANT OR GUARANTEE THE CORRECTNESS OR THE COMPLETENESS OF THE INFORMATION GIVEN. THE CONTRACTOR 09.21.2023
'-'\ lI1 I I I I I �� / / I I \��� \� / MUST VERIFY ALL SUCH INFORMATION TO HIS OWN SATISFACTION.IN THE EVENT THAT INFORMATION 15 IN CONFLICT WITH
15.CLEAR AND GRUB ALL TREES, SHRUBS, AND VEGETATION TO BE REMOVED; INCWDING I\• /^ UII © _/ I ' '�( I it III�\\ �� �� INFORMATION OUTLINED,THE CONTRACTOR SHALL IMMEDIATELY BRING IT TO THE ATTENTION OF THE ENGINEER PRIOR TO Bt'wetoN6 _
GRINDING OF STUMPS AND ROOTS. REMOVE ALL DEBRIS FROM SITE. �/ �' ti/11U a 0 / I / T-L • I I I III��� \\ / / STARTING ANY WORK. "NO. REASON DATE"J I 1 I _,1_-1 a. \ L L p \ I I ��\\��
16.CONTRACTOR IS RESPONSIBLE TO COMPLY WITH OSHA REGULATIONS AS THEY PERTAIN TO i 11
II +� * 1 // / e_I \\�'1 , /I I I I 11 I I Ex,����� \� \, / /I r 5. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SHOWN HEREON BEFORE STARTING ANY WORK ON
{ \ ' I ( /r 0 .i III`�� \\\�\\� _- / I(/ THESE PLANS.CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR THE COST OF ANY AND ALL DAMAGES WHICH OCCUR AS
EXISTING PUBLIC SIDEWALKS AND PROVIDING SAFE"PASSAGE TO THEM(AS APPLICABLE). / IIII 1 / _ T�a,,, "„o A I I _� • ! A RESULT OF A FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTIUTIES TO REMAIN.
17. CONTRACTOR WILL PROVIDE THE NECESSARY MEANS TO CONTROL DUST AND AIR QUALITY Z 1/ ' )(" i. ! I`-"z-'-� =-_� 'ss L_l ��\ \\
DURING THE DEMOLITION PROCESS. /1I1i1 1 : r � ` � \ ������ O 6. CONTRACTOR SHALL REMOVE DRIVEWAY ENTRANCES AND STRUCTURES TO LIMITS INDICATED ON THE DRAWING.
,\'
1 ( I I 7 \\�_ \�tj`y� c O 7 CONTRACTOR
ON4L SHALL
NOT PROCEED WITH ANY DEMOLITION WORK UNTIL ALL UTILITY DISCONNECTIONS ARE COMPLETED AND
18. CONTRACTOR WILL SAW CUT EXISTING PAVING TO MINIMIZE DAMAGE TO EXISTING PAVING 4 / I II { I, \ \�---- II_
REMAINING. /1 / IIIU • �{I J I I I, �-il v �\\y'-��-� )I 5. BURNING OF COMBUSTIBLE MATERIALS FROM DEMOLISHED STRUCTURES WILL NOT BE PERMITTED ON SITE.
19. CONTRACTOR SHALL EXERCISE EXTREME CAUTION SO AS NOT TO DAMAGE ANY EXISTING / / III I II I'' �"I V ( •
9. CONTRACTOR SHALL ENSURE THAT ALL MATERIAL REMOVED FROM DEMOLISHED STRUCTURES ARE LEGALLY DISPOSED OF
PAVING,CURB 4 GUTTER,SIDEWALK OR OTHER SITE FEATURES WHICH ARE TO REMAIN.SHOULD ` J I "- IIIO I SU ---I _�I lI l I S 9 I ry"L 1 OFF-SITE.
DAMAGE OCCUR,CONTRACTOR SHALL REPAIR TO ORIGINAL CONDITION AT CONTRACTORS + \ \ III I --II I t N- v "�, J • �_7,LI. ✓(, J✓ �(f' y 10. SEE EXISTING CONDITIONS AND DEMOLITION PLAN FOR APPROXIMATE LIMITS OF PAVING REMOVAL
EXPENSE. l \I) \I11p i I�_7 I 11111\ G o 1 /� / I I I. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK WHICH WOULD NORMALLY BE
20.IN CONJUNCTION WITH THE REMOVAL OF CONCRETE APRONS AND WALKS,THE CONTRACTOR IS \ \ IIII y ) ; JI I! 1 ^ v (� 1 REQUIREDUII TO COMPLETE THIS PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLETE SUCH
RESPONSIBLE TO ADJUST ALL PUBLIC UTILITIES(I.E.MANHOLE FRAMES 4 COVERS,ELECTRIC I I III \ !
HAND BOXES,VALVE COVERS)TO BE FINISHED SIDEWALK GRADES(AS APPLICABLE). N. • I 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DEVIATION FROM THIS PLAN PRIOR
21.ANY EXISTING CURB AND GUTTER 4 CONCRETE SIDEWALK SHALL BE REMOVED TO THE NEAREST \I I I II \\1 ' III) / Il TO ANY CHANGE BEING MADE.ANY DEVIATION FROM THIS PLAN WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER WILL
JOINT. c' S IIIp l 1 III{\� I /\1 �/ f J BE THE RESPONSIBILITY OF TH CONTRACTOR.
22.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK SHOWN ON THESE DRAWINGS \ \ "111 i I( IIII}t n L\ , S 13. TRAFFIC CONTROL DEVICES MARKINGS AND SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL
UNI F'i5 OTHERWISE NOTED. \ (I ),r _ I „III) J f OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD).
23.THE DEMOLITION INFORMATION SHOWN ON THIS DRAWING I5 FOR THE CONVENIENCE OF THE 1l { \ Ill' //' ~,� 1,111) "4^, ,'{I L,I•� j E''r) (i 14. ALL PLAN DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
CONTRACTOR ONLY.IT 15 THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LIMITS / \ I I) I t, )a 4 1^r \\ / / 5. SAW CUT EXISTING PAVEMENT AS NEEDED TO INSTALL NEW CONSTRUCTION.
OF DEMOLITION AND REMOVAL OF AFFECTED SITE ITEMS. / I/ / IIII / - • cameo 7eAN
1111 I )IS(I(I 1 \'.. 16. THE CONTRACTOR SHALL NOTE THAT IN CASE OF A DISCREPANCY BETWEEN THE SCALED AND THE FIGURED DIMENSIONS "-` ---`
I u a ,- I t SHOWN ON THESE PLANS,THE FIGURED DIMENSIONS SHALL GOVERN. "oPnix c w aE
24.ALL DEMOLISHED SANITARY SEWER LATERALS TO BE REMOVED AND PLUGGED AT TRUNK LINE, JD
(AS APPLICABLE). 17. TRENCH BACKFILL IN GRASS AREAS SHALL BE COMPACTED TO A MINIMUM 90%OF MAXIMUM DRY DENSITY IN ACCORDANCE
25.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SHOWN HEREON LOCATION MAP WITH A.A.S.H.T.O.VERIFY DESIGNATION T-150,METHOD C.TRENCH BACKFILL IN STRUCTURAL AND PAVEMENT AREAS SHALL
BE PLACED IN EIGHT INCH LOOSE LIFTS AND COMPACTED TO AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY CD� �
BEFORE STARTING ANY WORK ON THESE PLANS. CONTRACTOR AGREES TO BE FULLY SCALE I"=60' DENSITY(ASTM D-I 557). IN PAVED AREAS,FILL BELOW THE TOP 12 INCHES SHOULD BE COMPACTED TO 97%. DEMON MANRESPONSIBLE FOR THE COST OF ANY AND ALL DAMAGES WHICH OCCUR AS A RESULT OF A
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES TO REMAIN. 18. CONTRACTOR SHALL ADJUST ALL EXISTING UTILITIES,I.E.MANHOLE FRAMES AND COVERS,ETC.WITHIN THE LIMITS OF THE GH
CONTRACT TO PROPOSED GRADES AS REQUIRED. Paorzclr nANe
26.THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. 19. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES AT ALL TIMES. NORTHCHASE BRANCH
27.ALL UTILITY ONES,ELECTRICAL DUCT BANKS,STRUCTURES,ETC.ARE TO BE REMOVED IN THEIR 20. CONTRACTOR SHALL
THE ENTIRE INSTALL
NS AALL SEDIMENTATION DEOO ON AND CONSTRUCTION BEGINNING NACTIYI WORK AND MAINTAIN SEDIMENT CONTROLS LIBRARY
ENTIRETY UNLESS OTHERWISE INDICATED. ALL EXCAVATION SHALL BE BACKFILLED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.IN THE EVENT THAT A PORTION OF A UTILITY
IS TO BE REMOVED THE CONTRACTOR SHALL TERMINATE 4 CAP TO THE LIMITS INDICATED IN 21. ALL EXCAVATION SHALL BE BACKFILLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.IN THE EVENT THAT A PORTION
ACCORDANCE WITH ALL STATE*LOCAL REQUIREMENTS AND THE PROJECT REQUIREMENTS(AS OWNER REPRESENTATIVE: OWNER: ENGINEER: SURVEYOR: OF A UTILITY IS TO BE REMOVED THE CONTRACTOR SHALL TERMINATE AND CAP TO THE LIMITS INDICATED IN ACCORDANCE
APPLICABLE). WITH ALL STATE AND LOCAL REQUIREMENTS.TUTS,
NEW HANOVER COUNTY- NEW HANOVER COUNTY JOHN DAVENPORT ENGINEERING CAPE FEAR ENGINEERING 22. SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS THE ENGINEER IS TO BE
28.IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICAI IY ANY WORK FACILITIES MANAGMENT NOTIFIED IMMEDIATELY TO RESOLVE THE SITUATION. SHOULD THE CONTRACTOR MAKE FIELD CORRECTIONS OR ADJUSTMENTS 4400 NORTHCHASE
WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THIS PROJECT SHALL NOT REUEVE THE 230 GOVERNMENT CENTER DRIVE 119 BROOKSTOWN AVENUE,PH I 151 POOLE RD.,SUITE 100 WITHOUT NOTIFYING THE ENGINEER,THEN THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THOSE CHANGES.CONTRACTOR OF HIS RESPONSIBIUTYTO COMPLETE SUCH WORK. 200 DIVISION DRIVE" WILMINGTON,NC 28403PKWY NE
WINSTON-SALEM,NC 27101 LELAND,NC 28541 23. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION PERMIT FROM THE BUILDING INSPECTIONS
29.SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES BETWEEN THE PLANS AND FIELD WILMINGTON,NC 28401 (910)798-731 1 P:(336)7444636 P:[phone] DEPARTMENT. WILMINGTON,NC
CONDITIONS,THE NE 15 TO BE NOTIFIED IMMEDIATELY TO RESOLVE THE SITUATION.SHOULD (91 O)798-4338 24. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT DISCHARGES IN ACCORDANCE WITH NGB0. 28405
THE CONTRACTOR MAKE FIELD CORRECTIONS OR ADJUSTMENTS WITHOUT NOTIFYING THE WE, CONTACT:CURTIS DAY,PE,LEED AP CONTACT:JASON W.FISHER,RLS
THEN THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THOSE CHANGES. CONTACT:KEVIN CAISON 25. ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON THE SITE PLAN.IF NO OVERHEAD POWER UNES
INDICATED,THERE SHALL BE NONE WITHIN 10 FEET OF THE PROPERTY LIMITS.
30.CONTRACTOR SHALL CAP EXISTING UTILITY CONNECTIONS AND PROVIDE THEIR HORIZONTAL AND
VERTICAL LOCATIONS TO THE OWNER AND THE ENGINEER,
•
PROMO,NO.
31.CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE SITE AND DISPOSE OF IT NOTES 514.18349.00
AT AN APPROVED,PERMITTED DISPOSAL FACILITY.NO RUBBLE I5 TO BE LEFT ON SITE.
32.BURNING OF COMBUSTIBLE MATERIALS FROM DEMOLISHED STRUCTURES WILL NOT BE 1.CITY OF WILMINGTON STANDARDS,SPECIFICATIONS,AND STANDARD DETAILS DATED 2001 AND AS AMENDED ALONG WITH NCDOT STANDARD SHEET TITLE
PERMITTED. SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018 AND AS AMENDED APPLY TO THESE PLANS. TITLE SHEET
33.NO EXPLOSIVES WILL BE USED IN THE SITE DEMOLITION. 2.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED
PRIOR TO THE FINAL CONNECTIONS OF SERVICES. GRAPHIC SCALE
3.ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE BEEN DISTORTED DURING THE REPRODUCTION PROCESS. 60 0 30 60 120
v
4.THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,15 INTENDED ONLY FOR
THE SPECIFIC PURPOSE AND CLIENT FOR WHICH FT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT (IN Ftti)
WRITTEN AUTHORIZATION AND ADAPTATION BY JOHN DAVENPORT ENGINEERING,INC.SHALL BE WITHOUT UABILITY TO JOHN DAVENPORT I Inch=60ft.
ENGINEERING,INC.
>NUUTNUNBER -
T-001