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Home My WebLink AboutNCC240991_Site Plan or Location Map_20240404 ll NOTES N W t B Ja, SUBJECT z Y 2 i t<_ 1. ALL SITEWDRK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, PROPDTIY o- ro AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN IrA''RD �r^�'Ass�E YM w dd 11 p u THE PROJECT TECHNICAL SPECIFICATIONS. '� n a g W i LL 2. CONTRACTOR TO VERIFY WiTH ENGINEER THAT THE REQUIRED 1071 V a a I. GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN a 3 OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 3 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED E CONTRACTOR. ipl i 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE .01£`'1v F L e E CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, O OR ` Q OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR M a- REDOING WORK �, I N 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE / 1'' _ EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO a43G1 C CONSTRUCTION: AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE 5 PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT 'b >NCO BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S U o V 3 RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION. 0 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES CALLED OUT VICINITY MAP TO REMAIN DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING i / .o.. ,- MOT TO SCALE) OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY - / i -- 1 / I .�/ A 3 _ . Vo- A --�� V� �� OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH - / / TO REMAI EXISTING NBUILDING r h \ ,_ i � _ \ \ \� _` \ APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE ✓ \ -/ / _-- -� CONTRACTOR'S EXPENSE. - CI / '� j �- oo_ DEVELOPMENT DATA 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST i• ' ' - �� - _ i % :- - A , i i i ',� - _ A V - OWNER DEVELOPER: WESTERN CAROLINA UNIVERSITY a 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE i i' / i 'j - _ �j _ _-_ �� V A \ / 3478 OLD CULLOWHEE ROAD CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-832-4949 OR 811, _ i / C I _/ 2090— A V CULLOWHEE,NC,28723 O 72 HOURS BEFORE CONSTRUCTION BEGINS. / / F4 =f �� i j -_ A V A CURWS MONTOTH O i _ A� V A V CONTACT: at- 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR / ] �� V A �A V (828)227-7442 m 1EXISTING WATER(TYP) /' / / z CQ ., ' __ \ \\ co SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES J 77 / - �\�\ \ \\ 2 NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING 0 ��-/ �' EXISTING STORM SYSTEM - \�V A CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. W ,z �N ." TO REMAIN V A A 168 PATTON AVENUE DEMOLITION AND CLEARING. /� I �/ V \°L V A \ -T �- \ \ \\\ N, .. ASHEVILLE,NC 28801 j 9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND / ,\ I' / o p°�• /� - \ \ \\\\\ CONTACT: OREGORY HOFFMAN,P.E. W CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN j 1 = N. / / A A \V/ (828)252-5388 m ACCESSIBLE. i / \ 1 ! ff / U) J ,/_0 v H \A /A z / L r ` - / '�\ 2084 �\ \ \ SURVEYOR: JOEL JOHNSON SURVEYING,INC 10. ALL DEBRIS,STRUCTURES AND UTILITIES TO BE DEMOLISHED AND -- �-^ v, _� / 'O /// \ 1- \ \\ 7001 OLD SETTLEMANT ROAD REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. JIB 20 . EXISTING TREES -S S SS �S I i SS SS SS _ ,y� \ SriVA,NC 28779 i -� - _ I N EXISTING 12'CPP STORM - CONTACT: R.JOEL JOHNSON ANY ADDITIONAL DEBRIS,STRUCTURES AND UTILITIES ENCOUNTERED - - \ - w w a u m i TO REMAIN(TYP)�� - _ -2i �' ./ DRAIN TO BE REMOVED A A _ (828)586-6468 DURING CONSTRUCTION,WHICH IN THE OPINION OF THE ENGINEER / / -^- SHOULD BE DEMOLISHED AND REMOVED,SHALL BE DISPOSED OF '/!�� _ -____-_ - _ __209fi - 09. ��e / V A Av - OFF-SITE IN ACCORDANCE WITH APPLICABLE LOCAL,STATE AND _ - - 55 / \ FEDERAL REWLATIONS.CONTRACTOR IS RESPONSIBLE FOR l \; ,I -__ -�'-�___ �_-_ _ __� - _�f- - _ i __/ PROJECT DATA OBTAINING ANY REQUIRED PERMITS. I / - -- _ r i - _ -. -- \ T i-_ I� - --- o ' � / _ - -_-_- _ r y�ia -- ' EP--4,,EP --A` PIN: 7559-23-1452 11. DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE REGULATORY ' �' ' 09 /r- _- �! ,--- I`\- Gy�r� /lr 4 ti .P�, __ a.-_� _ '_\ ADDRESS: 35.3155,-83.1875 zw FLOODPLAIN AT ELEVATION 2078 THRU 2081 IS DESIGNED IN -- - =_ // / / , / // -- / f EXISTING °o\ // // - - DEED BOOK AGE: 427 399 ACCORDANCE WITH EXECUTIVE ORDER N0.123-'UNIFORM i i �� \ _� �//�' j `..y jc�%.,* /ii�--_ f / i i ~ w^ ��j _ �� \l S �' SITE ACREAGE: 198.80 ACRES FLOODPLAIN MANAGEMENT POLICY" i �' -.a'4- //i' NG SEWER CLEANOUT(TYR) c i/ r `� ` ZONING: INSTITUTIONAL 12. HORIZONTAL DATUM-NAD83(2011)2010.0000 —— �� _,- - F -_r _ FQ E y! ,J (f T J / /-'" w{((��//I J A / 1111 1I P1O -- DISTURBED AREA: 10.45 AC VERTICAL DATUM-NAVD88 - - / NT ) J / 1 IIro� ///III / �' EXISTING STRIPING EXISTING SEWER(TYP) � III 11 ` 1 p /� - - �) III7 ll I 1 Ji/ �i I ///� TO REMAIN(TYP) \1VI 141� I _ oM �� /_,/ F� Il�\ I ;:' / f'I III IIII�IAf� � / � � I � QA111 � I � f QIIIiA� � NOTe � �EXISTING SURVEY BENCHMARK L ��- ( )( ) I 11 I}III \ e 11 1 1oEXISTING SURFACE SHOWN IS A COMBINATION OF / q� ® REGULATORY FLOODPLAIN \ Q ti N _ 4j1 \ / IIII �411 SURVEYED AS-BUILT AND PROPOSED MASS GRADING / SFHA ZONE AE TYP f 4 I ) V 1 /r s)/ ( / ,� v: ! 1� � 1l �� S�1j1 \ HALL ASSODEMOLITION ANATED WITH D ASSOCIPILE ATED FLOODPLOM SCOTT WALKER GRID COORDINATES / 1 1 1 - / II i l�l 1Lu N=596012.843' / / (l F V Q I I �� I TII1 \ AIN DEVELOPMENT PERMIT SCO IDq 17-17448-04A2 � � ) Aot Q �� mj �ll�f• E=751828.404' M%/•/ ELEv.-zoe6.9P / 1 e I t 1�I 111 /-� 3 /MJl,I o o //[[[[[ 1 a / lIl 1 do J)I �f/ � �///� //�/ / 1J J 1 F\'1C ) \ IS/' f��( ,r/ EXISTING COMPOST SOCK -�1,l : / 'i /1 I4� FP1 / /� I r) / )I I�� 1I/ ( • TO BE REMOVED(Y) r 7 - Q Q III' ow 1 �� r� f//1 ( EXISTING CONDITIONS&DEMO LEGEND 1 I 4 .'1 V / 4Fp CC' 1\ > ti S „1 I II I I / 1 r- l ll F r EXISTING SILT FENCE SF SF 71,i i 0 4 /1 / `"-�Pp FP FP��FP ✓ ( I��) ( I - l 1)It)/ o EXISTING STORM PIPE // /d A i a• ) t (� �� / .4 IllNII H k J/ EXISTING SILT FENCE I EXISTING SEWER LINE l 1° Il I TO BE REMOVED TYP SS SS /G /' /lam / / d OJ 1� � ( I (f ( ) /n �.1� l� 1 �/ l 11 lI f ) (1111�11�> Jr w I ll i' N 1 .( ` 1111V( / IEXISTINGWATERLINE� / \ p 1l� a I� li r �1�11 ss_/ / Q, ) ( 1 ill)1 1- _. / ETINOVERHEAD OH OH4// 1 / EXISTING WATTLE I> J ! N1141/�,/- `�\ l III I / UTILITIES is $W Z _ 1 / TO BE G WATTLE (TYP) 1 C ({L } III "' • c - - �{/ /� / EXISTING STORM SYSTEM(TVP) 11 11 0 1 S \lljl� I ( 11 ) EXISTING FLOODWAY(TYP) EXISTING FIBER OPTIC CABLE FOC FOC � �/ y it _" .i, �" JI ( _� �111�5`- II�(If�lfl. �l sue' ' £ _ 11 PIII \I / �ti �.lLl - il 1 \ '� � I Q 4► _ 2 } III // l 1 P 2 ��A,_ - 1 Ill�tr �J o \�� 4 I 0.. S�- \1 11 w M /vv — )1,,'. ° I BASE FLOOD ELEVATION BEE � � � �: m - - `r 1 �r EXISTING CONCRETE --- I /d 1 EXISTING PAVEMENT(TYP) i III 1 F `" —^-'�� l '� �. R r� -�//� ° -II PAD TO BE REMOVED 1 N � ��@ ir9� � �, � ti ��1 V�\U r [7 i FLOODPLAIN FP FP _ T / �� /-- UNDER SEPARATE �.�� e 1 / ),., l•i��j�'�-v�� ;-^r-=\l�\\ I("- '3F SF SF SFi CONTRACT �, ♦�♦.♦♦ '♦♦� I(I Ill . I' /r- 1„. z� Old 1 Illlll - I ROODWAY FW FW I I t 1 III EXISTING SILT FENCE ` I. . o//�y 6oz� >ll lll/1///1Ill LL`� �, / �� III\ ePl {l TO REMAIN(TYP) ,I, / ✓I%/ � o �"U'�11/�Il/��/lj/l/�///1 y.�y� STREAM BUFFER —SB SB — w ` � i 1> HI EXISTING COMPOST ' (%/'✓/l(��r.V --' 2-,• f IlJ 3/////�/l�///l 1� 4Z bn I TI(1 �� ----`- \ \ ' ''l_. 1111. � � ��I�' �� C1 1 T SOCK ll)11JJII Cry--FEB( ��l/ 1/ll� Q.�,I -� m EXISTING COMPOST 2 (ll((I ".� 1 ///!f// Et ��.999 icrr q TO REMAIN(TYP) 1 1 p y // /7/// SILT SOCK �� SJ VV AAA�� jl��/� // Il £ 1f 1I1�,11 ♦�♦� ♦♦♦ 1 1If III \�\__=j/%///�%/ } ,�y�� A EXISTING SEWER MANHOLE ® z -_ k 1�1 � � � �'I ) � �� 11 EXISTING STORM STRUCTURE 0 \ \ Vra\ A.1 HAMMER THROW /II b (I Ij 1 �� J J A � C [VON ' TI 5 ' \II (UNDER SEPARATE PROJECT), 1 Il I(' 1 \\ J/ / h -�� fsl ! 6 � rrI \ E J FIp EXISTING WATER VALVE N ® 1 Q �;is `ftiT ��fP _- y=, EXISTING LIGHT POLE ?� z V FP—FP-��-FP_� J mw TS o y@�� ♦♦♦♦•♦♦� ( / 1 1 - _ s [ 0 oSl�n EXISTING WATTLES O.,J z 1 1 J'I f \ \1 , 1 )' IIII \� _-'- Sy" 5J J (`1' SB S.. i `Y' __ o o ` '� 0 0 OI ��,�IO�� a Y :T �s d Ia T \ �♦♦. - a — — CDC INSPECTIONS HOTLINE: Q '''.----'....i;, o �.♦♦ _j!% -•r �- C �- - � SB— R2R-771-47.55 OR P.VSPF,CTlON(aY71('GO.COM oCC E> �l\ �� / 1..- �� I: �$ SB SB - A..- B�TSB��__ B - > arda- eltlid -::: 7- � , a �\ ',(�� 'i s� �... �..._..— Q V 1 1 h� , :.a� 8S / STORM DRAIN ---- 811., :-- 4j -d& i_„: $�� O _ — — INLET TO BE REMOVED p Know what's below. w Z 1 A \�A, / 5 8 t1 C= �- EXISTING 6^cPP _ 1A 1\ �. 72 g5 '�� fi H I CORRESPONDING 111 �� s' s@ f��1�� I -SB sB�sa Call before you dig. NORTH ' V 1 �� i V� $ / EXISTING SEWER)MANHOLE 1 1 O Al / / ,� TO REMAIN TYP �� DRAWN BY: EJM "C.� - `n 1\; / / C�J� g$ / / / , \) i ��JJ ��''11 T7�7/'±(1 7�77�7T �7 p� CDC PROJECT NO.: 22250 \ �'? /'t \ / S / ' / - ) \ \ S / EXISTING CONDITION CX. NCDEQ PERMIT NO.JACKS-2020-001 / ,,Q �V A� / EXISTING 25'TROUT STREAM / '/ / S SCO NO.: 22-24292-01 / ■ 2 82 E. �� -. /�i $ BUFFER(FROM TOP OF i' / /, X 2 EXISTING CONSTRUCTION ENTRANCE#� • ) h p` �� . 1 11�� \ /F S� SS BANK) k // / 1a REMAIN(TYP) �� DEMOLITION ` ��_ N �- o ® ,-fl fi � � . ( ) �/ ,_>> GRAPHIC SCALE 2. l-I�� 0 E - / / EXISTING CULLOWHEE CREEK TYP / \ / \. SHEET (IN FEET) C101 1 inch-50 1G