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Home My WebLink AboutNCC242827_Site Plan or Location Map_20240916 8 7 6 5 4 3 2 1 iFTI RMF Engineering RMF ENGINEERING,INC. _ ECSU 8081 ARCO CORPORATE DRIVE H SUITE 300 H RALEIGH,NC 27617 /0 P:919-941-9876 F:919-941-9957 II ,. ECSU ELIZABETH CITY STATE UNIVERSITY FOUNDED 1891 ELIZABETH CITY STATE UNIVERSITY FOUNDED 1891 G G INFRASTRUCTURE UPGRADES , PH1 AND PH2 FUTILITY DESIGN PACKAGE 2 F 100 % REVIEW SUBMISSION E MAY 30 2024 E SCO # : 22-25470-01 F RMF Project # : 2220566 .A0 D D DESIGN TEAM RMF ENGINEERING,INC. EOR CIVIL(POWER):MATTHEW BOATWRIGHT EOR ELECTRICAL:CHRIS SKILLESTAD D EOR CIVIL(E&SC):JUHANN WALLER /' 8081 ARCO CORPORATE DRIVE 8081 ARCO CORPORATE DRIVE 8081 ARCO CORPORATE DRIVE Waller 8�-Associates, C C 7-L DUNDAS CIRCLE In.I SUITE 300 SUITE 300 SUITE 300 GREENSBORO,NC 27407 RALEIGH,NC 27617 RALEIGH,NC 27617 RALEIGH,NC 27617 SITE DEVELOPMENT-INFRASTRUCTURE-PLANNERS-SURVEYORS 336-697-2637 P:919-941-9876 F:919-941-9957 919-941-9876 919-941-9876 , jwaller@jwaller.com LICENSE#:C-1125 matthew.boatwright@rmf.com chris.skillestad@rmf.com A MINORITY OWNED ENGINEERING AND SURVEYING FIRM C REV DESCRIPTION DATE C SITE MAP DRAWING INDEX AREA MAP REVISIONS SUBMISSION TITLE: SHEET SHEET TITLE SHEET SHEET TITLE 100% REVIEW G-001-F COVER SHEET AND INDEX OF DRAWINGS C-514.1-F EROSION CONTROL PLAN SUBMISSION G-002-F GENERAL NOTES AND KEY PLAN C-515-F EROSION CONTROL PLAN G-003-F BUILDING CODE SUMMARY C-517-F DETAILS C-600-F OVERALL TRAFFIC CONTROL PLAN C-007-F EXISTING CONDITIONS AND TEST HOLE PLAN C-601-F TRAFFIC CONTROL PLAN SEAL:17,n s�o,AM,�o�r�A�ro,� . 1 d C-010-F EXISTING CONDITIONS AND TEST HOLE PLAN C-602-F TRAFFIC CONTROL PLAN li C-011-F EXISTING CONDITIONS AND TEST HOLE PLAN C-603-F TRAFFIC CONTROL PLANIti �� CAR G012-F EXISTING CONDITIONS AND TEST HOLE PLAN C-604-F TRAFFIC CONTROL PLAN 1 .�,OQ:'ESS/^�� C-013-F EXISTING CONDITIONS AND TEST HOLE PLAN C-605-F TRAFFIC CONTROL PLAN 58 ‘C--1 ?CO ��OF ° k9 - _ C-021-F EXISTING CONDITIONS AND TEST HOLE PLAN C-606-F TRAFFIC CONTROL PLAN ✓ C-022-F EXISTING CONDITIONS AND TEST HOLE PLAN C-607-F TRAFFIC CONTROL PLAN 1 v C-107-F SITE DEMOLITION PLAN C-608-F TRAFFIC CONTROL PLAN C343� LL 4. COI ION C-110-F SITE DEMOLITION PLAN G609-F TRAFFIC CONTROL PLAN YQINE ' C-111-F SITE DEMOLITION PLAN C-610-F TRAFFIC CONTROL PLAN S.BOP,,�`��`` I�� A C-112-F SITE DEMOLITION PLAN C-611-F TRAFFIC CONTROL PLAN 1001 / � F B R C-113-F SITE DEMOLITION PLAN G612-F TRAFFIC CONTROL PLAN 158 B 0 0 G121-F SITE DEMOLITION PLAN G613-F TRAFFIC CONTROL PLAN '-` C-122-F SITE DEMOLITION PLAN C-614-F TRAFFIC CONTROL PLANIo, DRAWN BY: DBM DATE: 05/30/2024 G207-F POWER DISTRIBUTION PLAN G615-F TRAFFIC CONTROL PLAN C-210-F POWER DISTRIBUTION PLAN C-616-F TRAFFIC CONTROL PLAN 0DESIGNED BY: DSC SCALE: VARIES ii C-211-F POWER DISTRIBUTION PLAN C-617-F TRAFFIC CONTROL PLAN ^-,, —ELIZABETH CITY STATE CHECKED BY: MSB RMF JOB NO.: 02220556.A0 C-212-F POWER DISTRIBUTION PLAN C-618-F TRAFFIC CONTROL PLAN 17 UNIVERSITY CAMPUS C-213-F POWER DISTRIBUTION PLAN C-619-F TRAFFIC CONTROL PLAN -,- PROJ.MGR.: MSB SCO#: 22-25470-01-F C-221-F POWER DISTRIBUTION PLAN C-620-F TRAFFIC CONTROL PLAN PROJECT NAME: `� C-222-F POWER DISTRIBUTION PLAN C-621-F TRAFFIC CONTROL PLAN (343�/ INFRASTRUCTURE z C301-F POWER DISTRIBUTION PROFILES C-622-F TRAFFIC CONTROL PLAN C-302-F POWER DISTRIBUTION PROFILES G623-F TRAFFIC CONTROL PLAN UPGRADES, P H 1 AN D Z.' C-303-F POWER DISTRIBUTION PROFILES C-624-F TRAFFIC CONTROL PLAN S. G304-F POWER DISTRIBUTION PROFILES C-625-F TRAFFIC CONTROL PLAN �� PH2 - UTILITY DESIGN o G305-F POWER DISTRIBUTION PROFILES C-701-F DETAILS PACKAGE 2 E C-306-F POWER DISTRIBUTION PROFILES C-702-F DETAILS C-307-F POWER DISTRIBUTION PROFILES C-703-F DETAILS �.-� C-407-F SITE RESTORATION PLAN (344) DRAWING TITLE: C-410-F SITE RESTORATION PLAN CM-201-E THERMAL UTILITY PLAN �17� COVER SHEET AND C-411-F SITE RESTORATION PLAN CM-202-E THERMAL UTILITY PLAN A . C-412-F SITE RESTORATION PLAN CM-203-E THERMAL UTILITY PLAN OI INDEX OF DRAWINGS A e C-413-F SITE RESTORATION PLAN CM-701-F DETAILS TV C-421-F SITE RESTORATION PLAN a C-422-F SITE RESTORATION PLAN E-000-F ELECTRICAL ABBREVIATIONS AND LEGENDri 1001 G510-F EROSION CONTROL PLAN E-601-F ELECTRICAL SINGLE LINES-DEMOLITION C-511-F EROSION CONTROL PLAN E-602-F ELECTRICAL SINGLE LINES-NEW WORK C-512-F EROSION CONTROL PLAN E-701-F ELECTRICAL MANHOLE BUTTERFLY DIAGRAMS DRAWING NUMBER C-512.1-F EROSION CONTROL PLAN E-801-F ELECTRICAL DETAILS G513-F EROSION CONTROL PLAN E-802-F ELECTRICAL DETAILS G-001-F o G514-F EROSION CONTROL PLAN E-801-F SCADA ARCHITECTURAL DIAGRAM Fri 8 7 6 5 4 3 2 1 8 I 7 6 5 4 3 2 1 -` -/�/ GENERAL NOTES: EROSION&SEDIMENT CONTROL NOTES: EXISTING CONDITIONS LEGEND C 0 01 ,C 0 0 2 - _C 0 0 3 C 0 L 1 1. SHOWN ON IS RESPONSIBLE FORTHELOCATION OF ALL UTILITIES THAT ARE FROM IS TO O FOR PREVENTING SEDIMENT AND DEBRIS EXISTING T V r� RMF neerin SHOWN ON THE PLANS,VISIBLE FROM THE SURFACE,OR LOCATED BY 811. FROM LEAVING CONSTRUCTION SITE AND ENTERING STORMWATER TEN SYMBOL DESCRIPTION LOCATIONS SOWN ARE APPROXIMATE AND SHALL BE VERIFIED UTILIZING GPR CONVEYANCE SYSTEMS. 9 g / ° PRIOR TO EX:HCI AVATION.CONTRACTOR SHALL BE RESPONSIBLE FOR I� I1.. ......��ri,�" 2. INSTALL ALL EROSION ANTURBIN A CONTROL NTRACT PRIOR Ij EXISTING BUILDING _ PROTECTIONFALLUNDERGROUNDUTILITIES.CONTRACTOR SHALLCONTACT f//BEGINNING ANY LAND DISTURBING ACTIVIN.CONTRACTOR IS RESPONSIBLE�_ ALL LOCAL UILITY AUTHORITIES,AS REQUIRED,AT LEAST 72 HOURS PRIOR TO RMF ENGINEERING,INC. � FOR MAINTAINING AND ADJUSTING EROSION AND SEDIMENT CONTROL DEVICES llr` ,1 $ �l - ALLEXCAVAON. TO CONTAIN SEDIMENT WITHIN THE PROTECTED WORK AREA AS NEEDED. EX.BOLLARD 8081 ARCS CORPORATE DRIVEH ��ito �U( �1;-?! 'y0 ,a__ �� y 2. CONTRACTO SHALL BE RESPONSIBLE FOR DISCLOSING AND IMMEDIATELY 3. TREE PROTECTION IS REQUIRED FOR ALL TREES NEAR CONSTRUCTION NOT SUITE 300 H Nir J JERKINS R LITTLELl6RA �� ' - - - NOTIFYING THE OWNER AND ENGINEER UPON DISCOVERY AND/OR OMISSIONS IDENTIFIED TO BE REMOVED ON DEMOLITION DRAWINGS.CONTRACTOR IS I I EX CURB AND GUTTER RALEIGH,NC 27617 C/ENCECENTE •O •R• a� s"- ( --""pi. OF EXISTING UTILITIES FOUND DURING PRE-CONSTRUCTION INVESTIGATION RESPONSIBLE FOR REPLACING ANY TREE THAT S DAMAGED DURING P:919-941-9876 F:919-941-9957 \�" [.TR/GG - AND/OR DURING CONSTRUCTION. CONSTRUCTION.WHERE DAMAGE OCCURS OUTSIDE OF TREE PROTECTION EX GRANITE CURB • , wrLDMG 41 �� `� ✓ FENCING OR ROOT PRUNING AREAS. • 3. IN AREAS WHERE THE PROPOSED TRENCHING WORK EXPOSES BUILDING ,,,., kr r • � *1 4. NO STOCKPILING IS PERMITTED WITHIN THE DRIPLINE OF EXISTING TREES. X EX FENCE 41 y u.._/�' _ ( -J � _ EXTERIOR WALLS OR UNDERGROUND TUNNEL WALLS,DAMAGED INSULATION �L:- ��I��'� .�Yyj •'� 1ff �, ly1. 1 • AND/OR WATERPROOFING MUST BE REPAIRED PRIOR TO BACKFILL.FOR5. EQUIPMENT UTILIZED DURING CONSTRUCTION ACTIVITY ON SITE MUST BE (\'�'. Dj l i 1, // I _ BIDDING PURPOSES,ASSUME ALL BUILDING AND TUNNEL WALL PENETRATIONS OPERATED AND MAINTAINED IN SUCH A MANNER AS TO PREVENT THE EX ASPHALT PAVEMENT .1• L� '� -1�'' ;� HAVE EXISTING WATERPROOFING SYSTEMS TO BE RESTORED. POTENTIAL OR ACTUAL POLLUTION OF SURFACE OR GROUND WATERS.FUELS, \i111111 ►A..JJI-+• �� Ews �� LUBRICANTS,COOLANTS,AND HYDRAULIC FLUIDS,AND ANY OTHERELIZABETH CITY STATE UNIVERSITY I - __ .;-�� '! 4. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION SUPPORT AND EXISTINGPETROLEUM PRODUCTS,SHALL BE CLEANED UP AND DISPOSED OF IN AROW EX RIGHT-OF-WAY�1•' � •--. _ 1�-� ��- TATIONO� +'4` '1 Ill'5: FOUNDED 1891 p••••• �•.--._' L4/1'1_„I� a ♦ - 11��`�`0j UTILITY SUPPORT.WORKING AROUND EXISTING UTILITIES,EXCAVATING, MANNER SO AS NOT TO ENTER THE WATERS,SURFACE OR GROUND. ° A - _, 'v• EX.STREAM - , - �e14 ,:, � I* SHORING,SUPPORTING IS CONSIDERED MEANS AND METHODS.CONTRACTORI"I� OO �y 6 LOCATE ALL STOCKPILES AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS 'I • 7 , \ C REQUIRED TO FOLLOW ALL OSHA AND GOVERNING REGULATIONS.III0• A= Ly ✓ AND SURFACE WATERS. EX WALL RawEcc- . •FLER 5. CONTRACTOR SHALL PROVIDE TEMPORARY 6-FT.HIGH CONSTRUCTION FENCE 7. CONCRETE MATERIALS AGED ,INCLUDING EXCESS CONCRETE,MUST BE ' y I WITH VISUAL SCREENING AROUND ENTIRE PERIMETER OF PERMANENT CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS, ' OIL LYI ' .1:.,,,:-. �'1�. �. STAGING AREA AND SECURE AT ALL TIMES.PROVIDE TEMPORARY 6-FT. WETLANDS,OR BUFFERS.NO CONCRETE OR CEMENT SLURRY SHALL BE I I EX CONCRETE SIDEWALK �II / CONSTRUCTION FENCE WITHOUT VISUAL SCREENING ALONG THE ACTIVE DISCHARGED FROM THE SITE. • 1 � ' ' ill 7,L • • Q -• � -• 9. ALL� 7. ROADS AND WALKWAYS SHALL BE RESTORED AND RETURNED TO OWNER AS REPAIREDAS NECESSAON AND RY WITHIN 24MENT HOURS OFANY STORM EVENT O ES SHALL BE 4 ��J !•. O ♦ w�'�G yl SOON AS POSSIBLE OR IN ACCORDANCE WITH OWNER-APPROVED TRAFFICIC317 - UN/VERSRYSUI GREATER THAN.50 INCHES OF RAIN PER 24 HOUR PERIOD. X45s EX.SPOTELEVAT/ON cuusHAcc CONTROL PLANS.TEMPORARY REPAIRS CAN BE MADE TO ROADS AND IMENT •I • llt 4„/ CONTRACTOR SHALL DISCHARGE WATER 1 I% �� -.�i� �� 2� - � .`. TEMPORARY LIGHTING: BAGS OR TO SEDIMENT TANKS PER THE SPEIFICATIONSM THE SEDIMENTCH TO BAGS- "'••EvwEL[NEss cE• LSD Q�' ' 1. WHERE EXISTING SITE LIGHTING IS DISTURBED OUTSIDE OF THE SHALL BE PLACED IN STABILIZED AND VEGETATED AREA DOWNSTREAM OF EX SHRUBS/BUSHES •• �� CONSTRUCTION AREA(BY LIGHT POLE REMOVAL OR CIRCUIT DISRUPTION), CONSTRUCTION. C-007 ' C-008 �' !C-009 ''� ) VAUGHAN CENTER , CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY LIGHTING z TO MATCH EXISTING LEVELS.INCLUDING,BUT NOT LIMITED TO,TEMPORARY 12. CONTRACTOR SHALL INSTALL AND MAINTAIN APPROPRIATE EROSION AND EX SHRUBBUSH `Q •� •- SEDIMENT CONTROL MEASURES TO ENSURE SEDIMENT DOES NOT LEAVE THE BEDELL HA[LV `1 :- CIRCUITS AND LIGHTS.CONTRACTOR SHALL CONNECT TO EXISTING WIRING AT ! -/`\ SITE DURING ALL PHASES OF CONSTRUCTION.ANY SEDIMENT DEPOSITED EX SIGN • tar?" • • �' THE NEAREST UNDISTURBED LIGHT POLE EXTENDING TO TEMPORARY •1 - / OUTSIDE THE PROJECT WORK AREA,INCLUDING TRACKING OUT,SHALL BE ot � LIGHTING AND/OR TO THE NEXT UNDISTURBED LIGHT POLE WITHIN THE SAME �� CIRCU T UPON COMPLETION OF THE UTILIN NSTALLATION CONS CTOR IMMEDIATELY CLEANED ED BY SWEEPING AND/OR REMOVING THE MATERIAL BY �r � � /'�• 'd ° /�` �� I I RA ,,.( EX LIGHT POLE y. •O RILXEYUN/VERSITY �/ �� , •�' HAND.ACCUMULATED SEDIMENT ON HARD SURFACES SHALL NOT BE WASHED � F �� /� �I�,, r SHALL INSTALURECONNECT THE DISTURBED POLE OR CIRCUIT TO CENTER INTO STORM DRAINS,GUTTERS,OR RECEIVING WATERS.ALL INSTALLED J • I 6 PRE-CONSTRUCTION CONDITIONS,UNLESS OTHERWISE SHOWN. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONCE THE ��' .. ■♦ �/ I �� EX STAIRS F • cENc • 7I ///I • G� O DEMOLITION&RESTORATION NOTES: PROJECT AREA IS FULLY STABILIZED. m• UTI I It � osa - 13. ALL STORMWATER INLETS LOCATED IN CONNECTING,DOWN GRADIENT,PAVED / 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING AT NO ® EX CHILLED WATER VALVE $ e /� ADDITIONAL COST,ANY AREAS DAMAGED ON SITE DUE TO CONSTRUCTION, AREAS SHALL HAVE PROTECTIVE MEASURES INSTALLED TO PREVENT A ,- PLR X G . ®® i • •'••., ".• ' • �/�� INCLUDING,BUT NOT LIMITED TO,CURB,ASPHALT,SIDEWALKS,SITE DISCHARGE OF SEDIMENT TO THE STORM SEWER SYSTEM OR STORMWATER L'/ �' ° Artf! CONTROL MEASURE SCM DEVICES.IN THE EVENT THAT SEDIMENT FROM THE 12"CHWS �` C� � • �+�41/ •® FURNISHINGS,LIGHT/POWER POLES SIGNAGE,EXISTING UTILITIES,ETC.TO ( ) ® >P `� //� , • THE SATISFACTION OF THE OWNER AND ENGINEER. CONSTRUCTION SITE IS DISCHARGED TO THE STORM SEWER SYSTEM,THE CHW EX CHILLED WATER SUPPLY&RETURN ■r • CONTRACTOR SHALL IMMEDIATELY REMOVE THE SEDIMENT AND CLEAN THE ® Op i . #\ ._ •� / 2. WHEN WORKING IN AND AROUND EXISTING BUILDINGS AND STRUCTURES, AFFECTED AREAS TO PREVENT A DISCHARGE INTO SCMS.IN THE EVENT THAT 12"CHWR -- w'�I ® - \p EXTREME CARE SHALL BE EXERCISED WITH REGARD TO PROTECTION OF THE SEDIMENT FROM THE SITE IS DISCHARGED INTO AN SCM,THE CONTRACTOR ar �I • Q O I EXISTING STRUCTURE AND SERVICES WHICH WILL REMAIN.ANY DAMAGES 12"COWS • I��• • • SHALL IMMEDIATELY REMOVE THE SEDIMENT AND IMPLEMENT ALL ACTIONS • •;. , _� SHALL BE REPAIRED,REPLACED,OR RESTORED TO THE SATISFACTION OF THE NECESSARY TO RESTORE THE SCMS)TO FUNCTIONING STATUS. CoW EX CONDENSER WATER SUPPLY/RETURN • �- 1 OWNER AND SHALL NOT RESULT IN ANY EXTRA COST. CERTIFICATION,FROM A LICENSED PE,ATTESTING TO THE FUNCTIONING 12"CDWR • II C 010 C 011 ' r ' I STATUS OF THE AFFECTED SCMS SHALL BE PROVIDED BY THE CONTRACTOR. _ _ �-,/,� 3. DURING CONSTRUCTION AND UPON COMPLETION OF WORK,CONTRACTOR SCM(S)�0 SHALL REMOVE ALL EVIDENCE OF WORK INCLUDING DIRT,ASPHALT,TIRE 12"HWS �p -, TRACKS,ETC.,AND LEAVE THE SITE IN A CLEAN AND ORDERLY CONDITION. PHASING&TRAFFIC CONTROL NOTES: HW EX HEATING WATER SUPPLY&RETURN I 0 / • DURING AND UPON COMPLETION,CONTRACTOR SHALL SWEEP ASPHALT 12"HWR t /"'-' _ S1/0� \ - - - • PAVEMENT AND CONCRETE SIDEWALK,AND KEEP THE SITE IN A NEAT AND 1. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL MEASURES 11 -- �._ -` • _ u ORDERLY CONDITION.ALL MUD AND CONSTRUCTION DEBRIS IS TO BE (VEHICULAR AND PEDESTRIAN)IN ACCORDANCE WITH THE MANUAL ON - .F • • • • rowER \• REMOVED IMMEDIATELY FROM ROAD.CONTRACTOR MAY INSTALL STABILIZED UNIFORM TRAFFIC CONTROL DEVICES(MUTCD),LATEST EDITION AND SHALL ��III '� � CONSTRUCTION ENTRANCE TO SITE AS REQUIRED. COORDINATE FINAL LOCATION ALL TRAFFICCONTROL DEVICES WITH EX.HEATING WATER MANHOLE COO IRAOF CO O C S I /�' OWNER. E C-0 2 2 �,�r \ �, ` \ .'r' j �1 4. REMOVE AND PROTECT ALL SIGNAGE AS REQUIRED BY CONSTRUCTION. L_J E f REINSTALL ALL SIGNAGE IN ITS ORIGINAL LOCATION.CONTRACTOR WILL BE 2. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE, •, • �• 1•,tl'� `'� ' RESPONSIBLE FOR REPLACING ANV SIGNAGE THAT IS DAMAGED DURING CONSTRUCTION PHASING,AND TRAFFIC CONTROL PLANS(VEHICULAR AND 24"RCP SD /-1' 4 $- .A� • �• \, •° ONSTRUCTION. PEDESTRIANI WITHTHE OWNER ANDAUTHORITIES HAVINGJURISDICTIONIN EX STORM DRAIN �.,. a • / ORDER TO MAINTAIN ACCESS TO EXISTING FACILITIES AND FOR EMERGENCY • 6 5. CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL PAVEMENTS,CURBS, • ` �� ---� ( ,\ •l GUTTERS,SIDEWALKS,SIGNS,PAVEMENT STRIPING,IRRIGATION,SITE VEHICLES.NO VEHICULAR OR PEDESTRIAN CLOSURE(OR PARTIAL CLOSURE) 4"PVC SD * ` /. WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. EX ROOF LEADER LIGHTING,AND OTHER EXISTING UTILITIES NOT SHOWN ON r � 6 SJEN i100 •• •�/ DEMOLITION/RESTORATION PLANS TO THEIR ORIGINAL PRE-CONSTRUCTION 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PEDESTRIAN DETOUR ANDAri\\ -RD ' ° • \�� euimiN. • •1'• CONDITION FOR ALL AREAS DISTURBED DURING CONSTRUCTION AT NO SIDEWALK CLOSED SIGNAGE.CONTRACTOR MUST PROVIDE TEMPORARY ADA �(y��/ I �Zp \ ADDITIONAL COST TO OWNER. RAMPS WHERE CONSTRUCTION IMPACTS EXISTING ACCESSIBLE SIDEWALKS IN DEX STORMORAIN MANHOLE • II1116111/4411iC.W.GR/ ��`��,,,,,�,,�, ♦ . ♦ �{� O}� foENTE-r� • ♦ \ /�il•� C 6. IN LAWN AREAS,PROVIDE FINE GRADING,4"TOPSOIL,AND SOD IN ALL ORDER TO DETOUR TRAFFIC AROUND THE CONSTRUCTION SITE. \ F�17 e - - - / q DISTURBED AREAS.PROVIDE 6"TOPSOIL AND FRESH MULCH IN ALL LANDSCAPE 4. ANY CHANGES TO DETOUR ROUTING SHALL BE SUBMITTED FOR REVIEW IN Qp EX STORM DRAIN INLET C 012 ��':� `��'' C •013 / /• / ANDE PLANTER BED AREAS.EXCESSIVE DEMOLITION EN OF TRACT R N OF ADVANCE. THE LIMITS OF DISTURBANCE WILL RESULT IN THE CONTRACTOR PROVIDING \ \ C PAYMENT TO THE OWNER FOR ADDITIONAL REQUIRED PLANTING. 24"DIP SSWR EX SANITARY SEWER • • e( Og a e \ _ _ �"'' ABBREVIATIONS -SS • �� ,� 7. CONTRACTOR SHALL RESTRIPE ALL IMPACTED ASPHALT AND CONCRETE 1 / } I PAVEMENT MARKINGS TO MATCH EXISTING LAYOUT WITH THERMOPLASTIC. BTM. BOTTOM ` d illt If S !>rI /• \ �.\ RESTRIPE ENTIRE PORTION OF ALL CROSSWALKS AND PARKING MARKINGS. CHWS/R CHILLED WATER SUPPLY/RETURN OS EX SANITARY SEWER MANHOLE 1 \_ // L /NFORALITTON cr/NOL• r CL CENTERLINE i` /PAT ERSGNHA CENTER \\ O• NEW WORK NOTES: CO CLEANOUT EX SANITARY SEWER CLEANOUT D 7--- tea. 11 3Q • / )i 1. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES EX. EXISTING D / AND GOVERNMENTAL AGENCIES WHO MIGHT HAVE UTILITY LINES ON OR 4-WAY4"COMM. S � ABOUT THE PREMISES,OR WHO MIGHT BE AFFECTED BY THE CONSTRUCTION. HWS/R HEATING WATER SUPPLY/RETURN C EX COMMUNICATIONS DUCTBANK i7\ • a�' 4_-<�• \• l THE CONTRACTOR SHALL ALSO COORDINATE HIS ACTIVITIES WITH THE UTILITY T.B.R. TO BE REMOVED • ;•� ! • .^ - • COMPANIES TO ENSURE COMPLIANCE WITIT_THE PROJECT SCHEDULE.THE 4"PVC CONDUIT �. �, • / CONTRACTOR SHALL MAKE EVERY EFFORT O PROTECT EXISTING UTILITY T.B.A. TO BE ABANDONED EX COMMUNICATIONS CONDUIT • 6 1 LINES,AND SHALL REPAIR ANY DAMAGES A HIS OR HER OWN EXPENSE. U.N.O. UN_BEER ESS NOTED OTHERWISE •' OC 2. CONTRACTOR MAY REMOVE AND REPLACE SIGNAGE AND LIGHT POLES AS INV. INVERT �,�� A. ▪ • FO EX FIBER OPTIC • REQUIRED FOR INSTALLATION.CONTRACTOR IS RESPONSIBLE FOR ANY \` ` _ SD STORM DRAIN • Rallo.' F/NEARffi ` DAMAGE DUE TO CONSTRUCTION. 4 8UILD '�/ ��-i �i� CENTER I�� SSWR SANITARY SEWER I---I �\ ��• •�, ---7-.. ;. !_:„.... � /, 3. CONTRACTOR WILL BE RESPONSIBLE FOR ANY REWORK DUE TO CHANGES / MADE WITHOUT PRIOR APPROVAL. ST/PC STEAM/PUMPED CONDENSATE I ® I EX COMMUNICATIONS STRUCTURE Q: ` - L_I \ �"� 4. ALL LIGHTING CIRCUITS AND IRRIGATION LINES ARE NOT SHOWN.CONTRACTOR SW SWITCH •••/ / IS RESPONSIBLE FOR REPAIRING ANY UTILITY DAMAGED DUE TO \ .i ° . I XFMR TRANSFORMER 4-WAY 6"POWER • � CONSTRUCTION. P EX POWER DUCTBANK \\ •• •I ' SURVEYOR DISCLAIMER \\ „ `• • . . `�• 4"PVC CONDUIT EX POWER CONDUIT • PLANIMETRIC AND TOPOGRAPHIC SURVEY WAS OBTAINED BY CARTOGRAPHIC - P \ • I 1 �/ O AERIAL MAPPING,INC.PHOTOGRAPHY WAS CAPTURED ON JANUARY 15,2023 AND _ DATA COMPILED BY PHOTOGRAMMETRIC METHODS ON FEBRUARY 2023. I- ") REV DESCRIPTION DATE C • \ , • a • '• � INFORMATION IS TIED TO NAVD 1988(GEOIDI2B)AND NAD 1983(2011). L O J EX POWER STRUCTURE REVISIONS C . . . •` ALL OTHER LEVEL B UTILITY SURVEY WAS OBTAINED THROUGH LEVEL B SURVEY SUBMISSION TITLE: \\ ` • COMPLETED BY JC WALLER ASSOCIATES BETWEEN JULY 14,2023 AND SEPTEMBER \ \• jt�, •` 26,2023.INFORMATION IS TIED TO NAVD 1988(GEOID12B(AND NAD 1983(2011). T EX TRANSFORMER 100 0 REVIEW \\ - • • • • • , .�1• LEVEL B UTILITY SURVEY IS TIED TO THE BELOW CONTROL POINTS. SUBMISSION •• O• • S SUBJECT AREA IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE X AS • •••� • •�(• O W. SCALED FROM FIRM MAP#3720892300K PANEL 8923,EFFECTIVE DATE:DEC.21,2018. SW EX SWITCH .oA,M.w�,"•�.xE �.rens�•.A°.�•,r�A�r•,, . 4 • 4if •/ 7 •�` ilb` FLOODPLAIN NOTE: -e-UP EX UTILITY POLE SEAL: mm Z,• ,• FS 4 40 NO WATERCOURSE OR 100 YEAR FLOODPLAIN AS MAPPED BY F.E.M.A.OR 2"GAS •,;N 10AR0'' +' • AS DEFINED BY ANY FEDERAL,STATE,OR LOCAL AUTHORITY IS LOCATED EX GAS PIPING • O;FESS/p•.,,y \ \ « ON THIS PROPERTY. -GAS �`O .y7(��.} • I, •: •. •• - I \• GV EX GAS VALVE NLdT -•R LEVEL B SURVEY CONTROL POINTS D4 1 • v , li •\ ••, CONTROL POINT 1(NAIL) CONTROL POINT 6(NAIL) CONTROL POINT 11(NAIL) 6"WATER itt, EX WATER PIPING OEI O i .• o \ j NORTHING:935,543.20 FEET NORTHING:932,587.30 FEET NORTHING:930,834.60 FEET W \• ':lit • /)I I I I EASTING:2,821,256.14 FEET EASTING:2,820,175.62 FEET EASTING:2,821,472.91 FEET 3.BOP,•• • ' UN B \ i /-II IIO IIIIIII�'11WJ-�(�I ELEVATION:5.37 FEET ELEVATION:5.41 FEET ELEVATION:8.71 FEET ®WV EX WATER VALVE B o \\ A ((JJ !H I I IIIII• •IICONTROL POINT 2(NAIL) CONTROL POINT 7(NAIL) CONTROL POINT 12(NAIL) ®p/V EX.POSTINDICATOR VALVE '- \ ' V• NORTHING:934.869.10FEETNORTHING:822,596.73 FEETNORTHING:929,785.60 FEET imi FASTING:2,820,589.60 FEET NOTHING:92,496.90.73 FEET FASTING:2,822,185.21 FEET DRAWN BV: DBM DATE: 05I30/2024 A \ r ELEVATION:8.00 FEET ELEVATION:8.02 FEET ELEVATION:12.26 FEET '�'FDC Q�� EX.FIRE DEPARTMENT CONNECTION DESIGNED BY: DSC SCALE: 1'=160' I CONTROL POINT 3(NAIL) CONTROL POINT 8(NAIL) CONTROL POINT 13(NAIL) CHECKED BY: MSB RMF JOB NO.: 02220566.A0 _ NORTHING:934,865.00 FEET NORTHING:931,668.10 FEET NORTHING:930,080.90 FEET p \� ® KE WHITE - EASTING:2,822,245.02 FEET EASTING:2,822,593.38 FEET EASTING:2,822,746.41 FEET FH EX FIRE HYDRANT PROJ.MGR.: MSB SCO#: 22-25470-01-F cR4o0ATECENTEELEVATION:5.62 FEET ELEVATION:8.00 FEET ELEVATION:9.27 FEET PROJECT NAME: C \ L ▪••• •• • CONTROL POINT 4(NAIL) CONTROL POINT 9(NAIL) CONTROL POINT 14(NAIL) RP 01 SOIL BORING/ROCK PROBE INFRASTRUCTURE NORTHING:933,566.50 FEET NORTHING:932,168.80 FEET NORTHING:931,496.80 FEET UPGRADES, PH1 AND o ;- i ••• •/ - EASTING:2,822,209.55 FEET EASTING:2,820,510.06 FEET EASTING:2,820,788.29 FEET TH-01 O ELEVATION:9.36 FEET ELEVATION:8.27 FEET ELEVATION:7.37 FEET TEST HOLE P H 2 - UTILITY DESIGN o .. •`• • r7• ■ • CONTROL POINT 5(NAIL) CONTROL POINT 10(NAIL) CONTROL POINT 15(NAIL) PACKAGE 2 E D NORTHING:933,503.70 FEET NORTHING:930,808.40 FEET NORTHING:934,547.60 FEET .� - EASTING:2,820,246.20 FEET EASTING:2,822,742.40 FEET EASTING:2,822,156.17 FEET _ ELEVATION:7.97 FEET ELEVATION:9.10 FEET ELEVATION:7.37 FEET DRAWING TITLE: • S • . • •••` GENERAL NOTES AND A y;•; • .( KEY PLAN A • a • kg GRAPHIC SCALE \ • 1i0 80 0 160 320 • • •, • • •• N � - • `. SCALE:1"=160'-0" • DRAWING NUMBER: UNIT OF MEASURE:FEET , G-002-F 8 7 6 5 4 3 2 1