NCC242210_Site Plan or Location Map_20240723

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f(1l RMF
Engineering
ARMF ENGINEERING,INC.
8081 ARCO CORPORATE DRIVE
H SUITE 300 H
RALEIGH,NC 27617
-1P:919-941-9876 F:919-941-9957
-- 14-1 M
----r E CSU
ELIZABETH CITY STATE UNIVERSITY
FOUNDED 1891
ELIZABETH CITY STATE UNIVERSITY
FOUNDED 1891
G G
INFRASTRUCTURE
I PH1 AND PH2 _
F F
RADIO TOWER RELOCATION PACKAGE
100 % REVIEW SUBMISSION
E E
DECEMBER 14 2023
SCO # : 22-25470-Oi
RMF Project # : 2220566 .A0
D D
DESIGN TEAM
RMF ENGINEERING,INC. EOR CIVIL:MATTHEW BOATWRIGHT EOR ELECTRICAL:CHRIS SKILLESTAD
In-/' 8081 ARCO CORPORATE DRIVE 8081 ARCO CORPORATE DRIVE 8081 ARCO CORPORATE DRIVE
I SUITE 300 SUITE 300 SUITE 300
RALEIGH,NC 27617 RALEIGH,NC 27617 RALEIGH,NC 27617
P:919-941-9876 F:919-941-9957 919-941-9876 919-941-9876
LICENSE#:C-1125 [e-mail] [e-mail]
C REV DESCRIPTION DATE C
SITE MAP DRAWING INDEX AREA MAP REVISIONS
SHEET SHEET TITLE SHEET I SHEET TITLE SUBMISSION TITLE:
100%REVIEW
G-001-I TITLE SHEET AND INDEX OF DRAWINGS SUBMISSION
NOT FOR CONSTRUCTION
C-000-I GENERAL NOTES&KEY PLAN
C-001-I EXISTING CONDITIONS&TEST HOLE PLAN 7
C-002-I EXISTING CONDITIONS&TEST HOLE PLAN ,oA .w�,�o�.xE �.ren�ws�o,AM,�o�r�A�ro,� .
.4 C-101-I SITE DEMOLITION PLAN SEAL:
C-102-I SITE DEMOLITION PLANiti �
C-103-I TOWER DEMOLITION PLAN ,,\,kEER INS,,,'
C-201-I SITE UTILITY PLAN 1] • 4/2G��51rENtyyO��'t
_ - C-202-I SITE UTILITY PLAN 158
C-40-I SITE RESTORATION PLAN 1 L. T
C-402-I1 SITE RESTORATION PLAN / 12
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C-501-I EROSION AND SEDIMENT CONTROL PLAN .�'P,9 7K,q;&a. G'p`�
lir-4 C-502-I EROSION AND SEDIMENT CONTROL PLAN ,,�'E/GN�.``�
��<� A C-503-I EROSION AND SEDIMENT CONTROL PLAN 1001 B * � - C-504-I EROSION AND SEDIMENT CONTROL PLAN DETAILS 1111/1/1 B
C-505-I EROSION AND SEDIMENT CONTROL PLAN DETAILS
C-506-I EROSION AND SEDIMENT CONTROL PLAN DETAILS1 IV
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C-601-I TRAFFIC AND PEDESTRIAN CONTROL PLAN DRAWN BY: Dsc DATE: 12/14/2023
C-602A-I TRAFFIC AND PEDESTRIAN CONTROL PLAN 1] DESIGNED BY: DSC SCALE: VARIES
C-602B-I TRAFFIC AND PEDESTRIAN CONTROL PLAN ELIZABETH CITY STATE CHECKED BY: MOB RMF JOB NO.: 02220566.A0
,� caol-I DETAILS 17 UNIVERSITY CAMPUS PROJ.MOB.: MOB scow: 22-2547001-I
C-702-I DETAILS
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C-703-I DETAILS PROJECT NAME:
F INFRASTRUCTURE
o F�. E-000-I ELECTRICAL ABBREVIATIONS AND LEGEND
Ij `r� E-601-I ELECTRICAL SINGLE LINES-NEW WORK (343) UPGRADES, PH1 AND PH2-
!F E-801-I ELECTRICAL DETAILS RADIO TOWER
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RELOCATION PACKAGE
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Q (344) DRAWING TITLE:
TITLE SHEET AND
U A • 17 INDEX OF DRAWINGS A
1001
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E G-001-I
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8 7 6 5 4 3 2 1
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DOLE • x ° ° ■ / IQ GENERAL NOTES:
HALL / / 4g\ ��� ` \V DRAWING LEGEND 1. INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES WAS OBTAINED ��r RMF
'f / r/1F��. / ^ -- ._ FROM AVAILABLE RECORDS AND IS LIMITED IN NATURE.ALL LOCATIONS OF EXISTING Engineering
�� �� / �� ��� / >,���� _ \ �--- EXISTING CONDITIONS LEGEND UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE.
�`, ° y. ■ 1 44,,,,, \� �. ®� -a _ 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION, RMF ENGINEERING,INC.
® ®; -- ,...„...,.... ....., SYMBOLDESCRIPTIONELEVATION,AND SIZE OF ALL EXISTING UTILITIES AT PROPOSED UTILITY CROSSINGS8081 ARCO CORPORATE DRIVE
H \\ /j / ` e \`\ PRIOR TO EXCAVATION OR RELEASE OF PROJECT MATERIALS.THIS INCLUDESSUITE 300H
\\\\'.\4�,,.'//J) �'�. VERIFYING SHOWN UTILITY CROSSINGS AND IDENTIFYING NEW UTILITY CROSSINGS.
//� ��, \` e yam\ \\ \\\\ � // EXISTING BUILDING RALEIGH,NC 27617
/ / �. \ \�-��-- \ 3. THE CONTRACTOR SHALL CONTACT AND ENGAGE ALL LOCAL AND PUBLIC UTILITY P:919-941-9876 F:919-941-9957
// ' EX.BOLLARD AUTHORITIES FOR PRELIMINARY LOCATION OF PUBLIC UTILITIES.CONTRACTOR
// I / \ SHALL ALSO ENGAGE A PRIVATE UTILITY LOCATING SERVICE TO PERFORM A QUALITY
/( / \ ��_ / I EX CURB AND GUTTER LEVEL B(QL-B)AND QUALITY LEVEL A(QL-A)UTILITY SURVEY IN ACCORDANCE WITH
FuruaeeiNimc�a�c l / 1 / ASCE 38-02.THE QL-A SURVEY MUST BE COMPLETED THROUGH THE USE OF VACUUM
7Ar
) / / \ a� X EX FENCE EXCAVATED TEST PITTING AND INCLUDE PROVISIONS FOR TEMPORARY TRAFFIC -°
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I L� ',� , //0 O \ © / !�\1 \ /�l EX ASPHALT PAVEMENT CONTROL.
E C S U
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j / \\ L � \ \ EXISTING L STREAM 4. CONTRACTOR SHALL PROVIDE THE RESULTS OF THE PRE-CONSTRUCTION UTILITY ELIZABETH CITY STATE UNIVERSITY
__ , o / \ //
I LOCATING AS A PRE-CONSTRUCTION SHOP DRAWING PRIOR TO EXCAVATION OR FOUNDED 1891
/ _ / I - / ) /l EX.WALL RELEASE OF PROJECT MATERIALS.
// / /' ° O / / \ , •
/ \\ �' / / 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCLOSING AND IMMEDIATELY
/ \ / // - / / d4" / ^ \ / / I I EX.CONCRETE SIDEWALK NOTIFYING THE OWNER AND ENGINEER UPON DISCOVERY AND/OR OMISSIONS OF
\ / ( /' / (J \ / // EXISTING UTILITIES FOUND DURING PRE-CONSTRUCTION INVESTIGATION AND/OR
\� `\ -/ O O \ I //- , / 1 /-----/ /// - - EX INTERMEDIATE CONTOUR DURING CONSTRUCTION.
-) �� --- ( \ / / 1 // 450 6. CONTRACTOR SHALL MAINTAIN SURFACE UTILITY MARKOUT THROUGHOUT
/ ( \ / / EX.INDEX CONTOUR
\ O I \ / c / CONSTRUCTION.IF UTILITY MARKOUT BECOMES ILLEGIBLE,CONTRACTOR WILL BE
/ \ r - / \\ - \ / // X 456 EX SPOT ELEVATION RESPONSIBLE FOR PROVIDING NEW UTILITY MARKOUT PRIOR TO EXCAVATION IN THE
G - \ / - _-_--- -_--_ \ \ / \ / AREA.IF EXISTING UTILITIES AND PROPOSED EXCAVATION ARE DEEPER THAN S-FEET, G
// REMARK EXISTING UTILITIES AT BOTTOM OF TRENCH IN 5FT DEPTH INTERVALS.
/ / \-'- -/ - - / \ \,2/ \ �� O EX TREE 7, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING
O /O I//
--40-"" A \ O� /r ( -\ C 0 0 1 /� EX TREELINE UTILITIES.ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT RESULT IN ANY
\ / O --\ I/ //�\ EX SHRUBS/BUSHES EXTRA COST TO THE OWNER.
-j '5 •, o // \\\ I \ _/ I / / // \ G EX SHRUB/BUSH 8. WHEN WORKING IN AND AROUND EXISTING BUILDINGS,EXTREME CARE SHALL BE
//' 0 / x \. 8/ / \ O \\ \l/ / I/1/ EX SIGN EXERCISED WITH REGARD TO PROTECTION OF THE EXISTING STRUCTURE AND
/ _ \\ I II SERVICES WHICH WILL REMAIN.ANY DAMAGES SHALL BE REPAIRED,REPLACED,OR
x ❑ ^\ / F I ° n v I\ RESTORED TO THE SATISFACTION OF THE OWNER AND SHALL NOT RESULT IN ANY
O/r\ / / //%�\\�\\ / 0//i=_�\\ _O I\\\\\,�,) '� EX LIGHT POLE EXTRA COST.
/ / // \ \ �� // .A I ° / \ \ 9. IN AREAS WHERE THE PROPOSED TRENCHING WORK EXPOSES BUILDING EXTERIOR
\- // ° / 1/// �\ \+ O\\ /�j/// PII I_ / / \\\\ EX.STAIRS WALLS OR UNDERGROUND TUNNEL WALLS,DAMAGED INSULATION AND/OR
/ O /// \\ \ \ 0 ///// ////// //'�"1\ (-1 ( \\\\\\ WATERPROOFING MUST BE REPAIRED PRIOR TO BACKFILL.FOR BIDDING PURPOSES,
/ / // // \\\ \ ••,\ /// //// (1j17/' I __ \^ \\\ / ASSUME ALL BUILDING AND TUNNEL WALL PENETRATIONS HAVE EXISTING
/ // // �\�\- \ // ,///// /\ - \\\/ ® EX.CHILLED WATER VALVE WATERPROOFING SYSTEMS TO BE RESTORED.
/ / 1 /: - - \\� /////(( �' O O //\ / \ \\\ .. 10. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION SUPPORT AND EXISTING
/ \ /Ill --- „ \\\\\� / /i�V _ I / \ \\
// ��\ \ ,\ \\�i// \ \\\\\ 12"CHWS UTILITY SUPPORT.WORKING AROUND EXISTING UTILITIES,EXCAVATING,SHORING,
F O / \-//// '\\- \ / -// -- \,/1 /\ \ I \\Q\\\ CHW SUPPORTING IS CONSIDERED MEANS AND METHODS.CONTRACTOR IS REQUIRED TO F
/ // \\\ \ ` x \ 1 \\\\\\ -CHW EX CHILLED WATER SUPPLY/RETURN FOLLOW ALL OSHA AND GOVERNING REGULATIONS.
// //{ ,"\\\ \\ '�•¢ r-.n•. 7 / ° \\ 1 \\\\\\\\\ 12"CHWR II. CONTRACTOR IS REQUIRED TO OBTAIN ALL CONSTRUCTION RELATED PERMITS PRIOR
I I 4.-!IC:g -_ �� / I \ 8"HPS TO CONSTRUCTION.
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I o!. e , // O O \ \ ST EX HIGH PRESSURE STEAM
/ \\ / / / I,� �- \ &PUMPED CONDENSATE PIPING 12\ r / / / a \ \ \\I\\\ ST CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE AND TRAFFIC
A \\ °-- \--' I //1 \\ \ \\/III CONTROL PLANS WITH THE OWNER AND AUTHORITIES HAVING JURISDICTION IN
\N\� j�ii _- ®® + O 1 //II y1 \ \�✓A N./ I \ \\II\\ ORDER TO MAINTAIN ACCESS TO EXISTING FACILITIES AND FOR EMERGENCY
I _ / / x/ \�) Y \ \ \ VEHICLES.NO VEHICULAR OR PEDESTRIAN CLOSURE(OR PARTIAL CLOSURE)WILL BE
-\ _' ----- / //// O ° �/ O \\LII\ 0 PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
L J LI /-- \ /- _---// // /, �4... ` \\II\\\ EX STEAM STRUCTURE
_ I 13. UTILITY SHUTDOWNS WILL BE PERFORMED BY OWNER PERSONNEL WHEN NEEDED.
1 ) \ \-/ //�1 Q Nll/ERS/T /\ \I\\\I\ O CONTRACTOR SHALL REQUEST SHUTDOWNS IN WRITING AT LEAST 14 DAYS IN
/ \ ,� / �� ///II 1 O / O / \ \I\\\I ADVANCE.
,/ -- \ , ----\ ///II/\ l Q TOWER ;. // 1 Illp\u ----
--/-_//` -_ /-\ \ -// /// / p �i / I III\\\I EX.UTILITY TUNNEL 14. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL MEASURES
\ \ / / '-_ N„______„.------,_--- jJ\/ " I I III II ---- (VEHICULAR AND PEDESTRIAN)IN ACCORDANCE WITH THE MANUAL ON UNIFORM
-" i //Q J 1 \ (I TRAFFIC CONTROL DEVICES(MUTCD),LATEST EDITION AND OWNER/AUTHORITY
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1
\ j / // \�-- O Oi�i 0 I� \I,7/ I (11i 11 24"RCP SD HAVING JURISDICTION.
\\\ \\I \ / /(`//-'' �- O- /-. "cj i_ f �_ / I\ _ ° ( , _ / II/ /I SD EX.STORM GRAIN
V+-- / 15. CONTRACTOR SHALL PROVIDE TEMPORARY 6-FT.HIGH CONSTRUCTION FENCE
4
( _ - AROUND ENTIRE PERIMETER OF ACTIVE WORK SITE AND SECURE AT ALL TIMES.
E --J ( \\ ; //---\ O( �` tO , y J (\l OD EX.STORM DRAW MANHOLE LOCKABLE GATES SHALL BE PROVIDED AS NEEDED.LOCKS SHALL BE APPROVED BY E
\ \ / / - / -- I\ ( I OWNER TO ALLOW ACCESS THE CONSTRUCTION AREA.
)\ \ - / / �\ \ -- / / J I I\ Op EX STORM DRAIN INLET 16. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND DEBRIS FROM
\ -- 1 \\J j / '� A. I LEAVING CONSTRUCTION SITE AND ENTERING STORMWATER CONVEYANCE
\ \ \ I / �sJ SYSTEMS.
\N \ / J / l \ O/ \ le:
\\ 24"DIP SAN\ \ O / / /-_\ / / \ \ I SS EX SAN/TARPSEWER 17. THECONSTRUCTIONAREASHALLBEMAINTAINEDDAILY.THIS INCLUDES,BUT IS NOT\ \ / / - \ / p \ / I LIMITED TO,SWEEPING CONCRETE AND ASPHALT PAVING/SIDEWALK AND INSPECTING
\\ n \ / / el` \�,- 1 - \\ / CONSTRUCTION FENCE AND SEDIMENT CONTROLS.CONTRACTOR SHALL LEAVE THE
\ v \\ / / © \\4j I\ // /// \�-/ / O EX SANITARY SEWER MANHOLESITEINNEATANDORDERLYCONDITIONATTHEENDOFEACHWORKINGDAY.\\ \ / / \\ / �/ uI \ // 18. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM OWNER PROPERTY ON
\\ \\ O I/ / /° / / 7 j \ ----/ 4-WAY EX COMMUNICATIONS DUCTBANK REGULARLY SCHEDULED BASIS.
\ \ Y / / ) /\/// I]/, / 19. ROADS AND WALKWAYS SHALL BE RESTORED AND RETURNED TO OWNER AS SOON
J \ \ \ O / 2"PVC COMM. AS POSSIBLE OR IN ACCORDANCE WITH OWNER-APPROVED TRAFFIC CONTROL
O %�O \ \ / i/ / \ // EX COMMUNICATIONS CONDUIT PLANS.TEMPORARY REPAIRS CAN BE MADE TO ROADS AND WALKWAYS TO ALLOW
\ \ I (/� - 0 C FOR USE AFTER THE AREA IS VACATED.TEMPORARY REPAIRS SHALL BE MAINTAINED
\\ // / l// ° \ °I//j-l\ UNTIL PERMANENT REPAIRS ARE MADE.
\ `� \ / / 1/ \ / ' \Ir-- - _--\ FO EX.FIBER OPTIC
\\O \\\ /// / 15-2
/✓ I \\ / / ////\ \ 20. CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL PAVEMENTS,CURBS,GUTTERS,
SIDEWALKS,SIGNS,PAVEMENT STRIPING,IRRIGATION,SITE LIGHTING AND OTHER
D ° • / / \ \ / \ \ - EXISTING UTILITIES TO THEIR ORIGINAL PRE-CONSTRUCTION CONDITION FOR ALL D
\ O \ ( \ / II \ / / \ / C EX COMMUNICATIONS STRUCTURE DISTURBED AREAS,UNLESS OTHERWISE INDICATED.
O I \// \ �,; / \-� / I/1 / \ \ \ \----'T // 21. CONTRACTOR SHALL TOP SOIL,SEED AND MULCH ALL DISTURBED AREAS NOT
/ \\ . -- \\© / //// \ / 4-WAY6"POWERSTABILIZED WITH ASPHALT OR CONCRETE.
/ ° ` / -. - \ �\- / I / //// / (_--- // P EX POWER DUCTBANK22. UPON COMPLETION OF WORK,CONTRACTOR SHALL REMOVE ALL EVIDENCE OF
/ 0 -41-// - -��- /_) \O• 1 / ///1 / / WORK INCLUDING DIRT,ASPHALT,TIRE TRACKS,ETC.AND LEAVE THE SITE IN A
/ -- --- \-- - - - - / I // / \ - l / 2"PVCPOWER
/ O i - --- - - - \a-\ / / I / // / - V/ / ,(/ EX POWER CONDUIT CLEAN AND SPOTLESS CONDITION.
0 0`- - •-- ..... -IT- /O/ / • // / \ I /JT _ P 23. UPON REQUEST,AUTOCAD FILES CAN BE PROVIDED TO CONTRACTOR FOR
° -//7 ° \43 - ---\ ate_/�/ / /�/j I NEW RADIO TOWER- REFER STAKEOUT PURPOSES.
O +, T - • P EX POWER STRUCTURE
/ /O \-_ - \-- / / // / /�-1 I TO PROJECT MANUAL 24. WATER USED DURING CONCRETE SAWCUTS AND CLEANUP THE CONTAINS CONRETE
O / / O- '. 0---...-_�\ - \ // / / MATERIALS AND FORMS A SLURRY SHALL NOT BE DISCHARGED INTO THE STORM
O \ -- -��" \ -,-/ / / -- \/ / SYSTEM AND SHALL BE DISPOSED OF PER AHJ REGULATIONS
o ° /-_ ij /-- , \\\ / / _ _ - APPENDIX FOR CRITERIA $
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/ /O4'/ �� I` \ (-U Q- - / DESIGNED BY: DSC SCALE: 1"=60'-0"
v i x CHECKED BY: M5B RMF JOB NO: 02220566 A0
/ x// // ' �0-- \ / i 1 I FUTURE TOWER DEVELOPMENT PROJ.MGR.: MSB SCO#: 22-25470-01-I
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