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HomeMy WebLinkAboutNCC231380_Site Plan or Location Map_20230519 8 7 6 5 4 3 2 1 GENERAL NOTES: rrri 1. DURING CONSTRUCTION AND UPON COMPLETION OF WORK,CONTRACTOR SHALL REMOVE ALL EVIDENCE OF 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS NECESSARY WORK INCLUDING DIRT,ASPHALT,TIRE TRACKS,ETC.AND LEAVE THE SITE IN A CLEAN AND ORDERLY WITHIN 24 HOURS OF ANY STORM EVENT OF GREATER THAN.50 INCHES OF RAIN PER 24 HOUR PERIOD. CONDITION.DURING AND UPON COMPLETION,CONTRACTOR SHALL SWEEP ASPHALT PAVEMENT AND CONCRETE SIDEWALK,AND KEEP THE SITE IN A NEAT AND ORDERLY CONDITION.ALL MUD AND 10. CONTACT JAKE TERRELL FOR ALL EROSION AND SEDIMENT CONTROL MEASURE MAINTENANCE CONCERNS. RMF ENGINEERING,INC. CONSTRUCTION DEBRIS IS TO BE REMOVED IMMEDIATELY FROM ROAD.CONTRACTOR MAY INSTALL EMAIL:jmtemel@ncsu.edu, 8081 ARCO CORPORATE DRIVE STABILIZED CONSTRUCTION ENTRANCE TO SITE AS REQUIRED.ENTRANCE MAY NOT IMPEDE REQUIRED PHONE:919-515-2030 SUITE 300 H H TRAFFIC LANES TO REMAIN OPEN. H 11. THE PROJECT SITE IS LOCATED WITHIN THE NEUSE RIVER BASIN. RALEIGH,NC 27617 2. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO BEGINNING ANY LAND DISTURBING P:919-941-9876 F:919-941-9957 ACTIVITY.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION AND SEDIMENT CONTROL 12. EROSION CONTROL DEVICES MAY NOT BE REMOVED UNTIL AFTER ESTABLISHMENT PERIOD(UP TO ONE YEAR DEVICES TO CONTAIN SEDIMENT WITHIN THE PROTECTED WORK AREA AS NEEDED. AFTER PROJECT COMPLETION).CONTRACTOR MAY CONTRACT NCSU GROUNDS FOR REMOVING SILT FENCE AFTER ESTABLISHMENT PERIOD,AND SHALL CONTACT GROUNDS FOR PROPOSAL. 3. TREE PROTECTION IS REQUIRED FOR ALL TREES NEAR CONSTRUCTION NOT IDENTIFIED TO BE REMOVED ON THE C100 DRAWINGS.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY TREE THAT IS DAMAGED DURING 13. CONTRACTOR IS RESPONSIBLE FOR DEWATERING TRENCH AT ALL TIMES.CONTRACTOR SHALL DISCHARGE NC STATE U N I V E R S I TY CONSTRUCTION. WATER FROM THE TRENCH TO SEDIMENT BAGS PER DETAIL G ON C-506 OR TO SEDIMENT TANKS PER THE SPECIFICATIONS.SEDIMENT BAGS SHALL BE PLACED IN STABILIZED AND VEGETATED AREA DOWNSTREAM OF 4. NO STOCKPILING IS PERMITTING WITHIN THE DRIPLINE OF EXISTING TREES. CONSTRUCTION. m S" a •� 5. EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON SITE MUST BE OPERATED AND MAINTAINED IN 14. CONTRACTOR SHALL LIMIT THE AMOUNT OF OPEN TRENCH PER THE PHASING DRAWINGS.OPEN TRENCH • . r• --- '' Ij ;Q�I -_� VAI4 SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND EXCAVATION SHALL NOT EXCEED 200 FT AT ANY TIME WITHOUT WRITTEN APPROVAL FROM EOR. • o f�r,,� WATERS.FUELS,LUBRICANTS,COOLANTS,AND HYDRAULIC FLUIDS,OR ANY OTHER PETROLEUM PRODUCTS, �l �� ° �•�•� t���ra SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO SURFACE WATERS.SPENT FLUIDS SHALL BE 15. CONTRACTOR SHALL INSTALL AND MAINTAIN APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES TO ' 1 � ° ® ° r— r.,....._. �, .�.,-..s /�` CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE WATERS,SURFACE,OR GROUND. ENSURE SEDIMENT DOES NOT LEAVE THE SITE DURING ALL PHASES OF CONSTRUCTION.ANY SEDIMENT V iji DEPOSITED OUTSIDE THE PROJECT WORK AREA,INCLUDING TRACKING OUT,SHALL BE IMMEDIATELY mm 411101 +IM• DAVID FOX CirLOG 8 0 2A_A,Kim 6. LOCATE ALL STOCKPILES AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS. CLEANED UP BY SWEEPING AND/OR REMOVING THE MATERIAL BY HAND.ACCUMULATED SEDIMENT ON HARD m o a ° ° _� Nk L..iCLARK TEACHING OUR1 ° 4r,� SURFACES SHALL NOT BE WASHED INTO STORM DRAINS,GUTTERS OR RECEIVING WATERS.ALL INSTALLED a o m . . ° o ff.L• °� LABS LAB ��,0c111 C/LI 1_A E 7. CONCRETE MATERIALS ONSITE,INCLUDING EXCESS CONCRETE,MUST BE CONTROLLED AND MANAGED TO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONCE THE PROJECT AREA IS FULLY dd m o .� _ #075 #076 #072 4 r� it AVOID CONTACT WITH SURFACE WATERS,WETLANDS,OR BUFFERS.NO CONCRETE OR CEMENT SLURRY STABILIZED. - _ W9 4-^ G SHALL BE DISCHARGED FROM THE SITE. " , ill `l i COXVJAL� 16. ALL STORMWATER INLETS LOCATED IN CONNECTING,DOWN GRADIENT,PAVED AREAS SHALL HAVE _' I #062 #055 G 8. ALL DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT SOIL STABILIZATION WITH GROUND PROTECTIVE MEASURES INSTALLED TO PREVENT A DISCHARGE OF SEDIMENT TO THE STORM SEWER SYSTEM DANALLEN DECK 1I It COVER AS SOON AS PRACTICAL AND WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY, AND/OR UNIVERSITY OWNED STORMWATER CONTROL MEASURE(SCM)DEVICES.IN THE EVENT THAT 1 B #060 1�\ 0----7-5 '- ® DABNEY HALL WITH THE EXCEPTION OF THE AREAS MARKED ON THE PLANS THAT REQUIRE SOIL STABILIZATION WITHIN 7 SEDIMENT FROM THE CONSTRUCTION SITE IS DISCHARGED TO THE STORM SEWER SYSTEM,THE \ ,El _ #054 \ THOMAS HALLM DAYS. CONTRACTOR SHALL IMMEDIATELY REMOVE THE SEDIMENT AND CLEAN THE AFFECTED AREAS TO PREVENT A `::, #067B `.. I���I DISCHARGE INTO UNIVERSITY OWNED SCMS.IN THE EVENT THAT SEDIMENT FROM THE SITE IS DISCHARGED u -1 �° INTO A UNIVERSITY OWNED SCM(S),THE CONTRACTOR SHALL IMMEDIATELY REMOVE THE SEDIMENT AND • ' 1 IMPLEMENT ALL ACTIONS NECESSARY TO RESTORE THE SCM(S)TO FUNCTIONING STATUS.CERTIFICATION, ' / < , '" mti �� �� FROM A LICENSED NC PE,ATTESTING TO THE FUNCTIONING STATUS OF THE AFFECTED SCM(S)SHALL BE • - ♦► PROVIDED BY THE CONTRACTOR. 1 _ % I\ - _ _ ,a ® o _ r1I j . , I ^ ''''''''''••••••••►.. • YARBROUGHD %lb xRrt��uR•� SEE .... ....._... „�a .�w..,._ ... .. ------------ ILA••_ I__. ...... • F �_ LAYDO� VN- F mll' _ a_rirmyriu.... ...______ I __ __ SULLIVAN LOT ..�\o� ;��� �r1 —505 _ HURMAN D „, gfigeo , . . O C::::. .. ii, aQ� , . ----- -wook C-_ -walk- o 11 ._.. .ma 7,_. N��O =OWEN ETCAL ARROLL D E II {3 ' o �. F� Q _ii!-- o a o 0 0 �� gc_ F_. „yl. 1:111 1° v #ALL e HALL #093 / Aim .. li '..- 1 IN••r N • �... r�-� Q, / .lei �r, #083 1 p u .i% M�^�[7Ii� ,�;.� �\i,/_`// \ 0 SULLIVAN 0 0° ° i • •h '^ uj Milli _ SHOPS ll ° _ -`- ,'-.. •-�I,11; - _ • _❑ O o {,,#126E II m , !� - `T11 rill": �•�'� 'I!7 I , �r� _ f o— 5 0 4- 1 IO — _t _„ 1 E SENHOUR TENNIS CTR u •' L _ I e ITHERSPOO y 711 froi � 1'i V C ' #158A = im nu a .-1. • STUDENT Ill =_ \ 1 / V 7 0Vftwel ram- . 11® CTR � ' ° (i, 1 i _.. O - LEE , #O81or \- M- O BRAGAW AT AI m • .._._ . HALL f�.�.� \, /i i= >. #087 HALL TUCKER HALL OWEN.HALL \� V A. ,EL. °I _� J o• #088 a a a m #091 #092 .. .D C _ ° _ o'.. 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BUTLE'COMMUNICATION - - uc / 1A1 v LABs 1� L-� DOMESTIC WATER LINE GRINNELLS • o, #128f - �o C' ;113c/ = II II 1'I®1/b Q_Do LA6 a s e a • _.III ` �Q a REPLACEMENT U .. AIM , e ®-:r #118 �.� «�.•► �'� a o o I .._ •e � � II a ` _, a1 _� 1 �- � ° � hame m■Mr.mlm � q ROBER#TSON WING BILTMORE .r �F : (( )),.. I°/ �.. J "SAVER O E=. o IIIIII II IIIIII� ° 1 w - JOR I •- c4°i - - .- �BIb - - _.. %d ® #113 DRAWING TITLE. 4OMIN _ o _ AUCETT i- 0 0 V� I - �� j� HALL O Y a \ N - DAN I'-;• ii � . JORADAN #p terry l�I u a �'n *� OVERALL EROSION A Q ° A �� nuul.� m�e �5a � o -lo, a - - SEDIMENT ® m r" �i Fay°E"�E e AN - - u° �C - �WESTERNBLVm m ° mm° ° / �'� _ ------ ° i. ° n 1 , ....,,)))11 I I I I I I I I I I I 'I CONTROL PLAN N - _ lam—_ _ _.._....-: c..1, —�_ s �,,,_�` GRAPHIC SCALE — — 65. Z WESTERN BLVD F. fi0 50 10�0 DRAWING NUMBER: ---------__ SCALE:1,1-00,0" C-500 ,�� 0 0 UNIT OF MEASURE:FEET 8 7 6 5 4 3 2 1