NCC243020_Site Plan or Location Map_20240930

• • • • • • • •
A-o5r I I CR I I GENERAL NOTES-EROSION CONTROL
INV"', I
I I I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF FAYEiIENLLE AND FAYETTENLLE STATE UNI4Elt9tt
I STANDARDS SPECIFICATIONS AND DETAILS
�IflPPROX.R= C, I 2 THE CONTRACTOR SHALL COMPLY 111TH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
ON AND OFF SITE ALL OF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES
M \-W --W I '" CI TOP=13375' I CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION OF SEDIMENT&E7ROSION CONTROL PERMIT FOR ANY OFF-SITE
PM=,59.19' -ACP -6a3s' TOP-143.12' INVOU7=127"�5"RCP
_ �� IxV OP,ScrsW - I �e Imo, _ _ ) SITES TO DINNER PRIOR TO RELOCATING ANY STOCKPILEONR MATERIALS
luecur ISs.x e / 15"RCP -� E _--'tlF,�___ INV.OUT=139.87'15"RCP RIM=134.03' 3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY
6 160 - F -$- -------2--
SDMH ( ) LOCAL AUTHORITIES OR ARCHITECT.
-_E c - S _- _ =jg- - SS'�E_5=-�-SWG�-_S g _55W - 55 M�_ - RIM=74289' INVIN=I27.79'(75"RCP N) I 4. TOTAL DISTURBED AREA:10 AG
- - 55-- _ I \ W \ -�G- � - _ INVIN=139.63'05'RCP N) INV.IN=129.13'(15"RCP SE) I 5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY.SEE
-=- 5 - ' -\_ \ \-G- INVIN=129.51'(15"RCP SW) DETAIL SHEET C07.01.
--�A .qq 6 - 6 N6, \ \\ --- i1 \ Wr -W�- \ G -- =_ �'_ --- INVIN=I37.03115"RCP SE) INVIN=12731115"RCP SW) I 6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION.INTERIOR
's0- I I , I \ -'h- \ _ INVOUT=136.48' 151RCP NE)
\\ i' 1' J W- \ \--G- - - E--- (TWCCSTACKED PIPES) FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
m 159' G' \5B \5 1h6� \55' 35N / % �) T W-�- \ G-- G- -- _-_ ��LACE- 136 75'RCP NE) /� /,,FA
m CLEANING SHALL BE PERFORMED IN A MANNER WHICH PREVENTS SEDIMENT FROM BBNG FLUSHED THROUGH PIPES TO THE EXISTING
/ -1- \\ --W---/ /tY/-- .\5 \g1 \ \ - �G = UE---LIE- INVOUT= '(15"RCP) /
OI- E �\ --,,,W,------w--�' _ L__ �'�ry/' -y-yi- \h / \ _ -G--- _ _ ___ =LIE - RM=135� 7 THE DRAINAGE
NDICATED BEADING AREA IS INTENDED SHALL VEHICLES AND NON-ERODIBLE MATERIALS ONLY. NO SOIL.SAND OR
_ - �r W-- --___-______=i__-__=_�'�____ /i' 1 7�W / \5� _ `�\ _�_ _-1-- ___ s U ---LIE--- I'I / 11\ OTHER ERODIBLE FINE GRAINED MATERIAL BE STORED OUTSIDE O-THE LIMITS OF THE SITE PROTECTED BY
W / __ --- �- -7--___ � W�- \9 � 6 W \ ww -�W \ �- O __ UE-e�INVIN 737.88'(15"RCP N) G
w'-_ -__- _ �--gq�-�....,�-�, v -_ pp �� -- e- a-�______< __ W--- /_ i- _ 1 _1_
G==SS \ ____ l I / ' SEDIMENT EROSION CONTROL DEVICES AND MEASURES
_ - P 1 -T - -=SUE---� -/�H€==�U� _-.1 ::ia !'j�E.� -P___y�-'_i___ \ - - 8.
_ \ F"_ _ _ \ - __ - - --- -
j4_ �I- \ -\ -•--.-"_- INV. 3=(57-°RCP NE) p
_ b s� � _ / I ��N � S"I-SS � \ T UE // / \ CI SOIL AND OTHER MATERIALS SHALL ONLY BE IEAIPORARILY STOCKPILED WITHIN THE CONSTRUCTION UNITS PROTECTED BY
_ \ -- -___-ti=_l _ a W w- 46' rvAx, D�N ST L G ASSU - SEDIMENT AND EROSION E STABILIZATIONTRIX AND MEASURES.STOCKPLES SHALL BE STABILIZED AS REQUIRED AS INDICATED
- `~ 3¢�'SF \ U --- __ / II�Lfr� 1 1, I •• i!/.i- - __� ■ronH,,,,,• `n 1 ---W---L \ -G--S -_ ' P-,-,-_-_-1,,,,,___*-_---, �- -- 1 •// / IN SLOPE @SURFACE NOTES ON THIS PLAN.
-� ( i :T!¢ ;1x.• '�-_�__ / ___ ___`�_ -W-- / W �` _ _ \ INV.IN=119.60'(15"RCP)
\ \_ - ---/ . I i�t7 i' - •- - ' _i__-_ --"G .. -W-_ _ w- II - -;r _�-= -_\ - 1t- / a G 9. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL
L 409 \ W O v N '_ _/ I 1 f 1 !' II a ,/ ',TON-. „ F\ - _ v �I a N'- \ c--'SS -, SITE INSPECTION IS SCHEWLED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY(CO). THE FENDING SHALL
\ \ \\ y- _ /•l ■ 1.. ! \ \ �:F �y -W-- a J 7-W-- G-\-SS- ____OE-'`- APPROX.R BE REMOVED IMMEDIATELY PRIOR TO TIME FINAL SITE INSPECTION FOR THE SITE
��i--_ \ J \\ 5A �I --- •/ /I 1 1r..j o ''N \. \ ��L r =-`_'- _ -W-o_�4�-w- IjoN,/ / --\W W -� -7-G - I- I _ - 1 �1 � a -� - �F=:I; I - fO TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED
5$/ / ��\� f\-15�o_ II /_--_756-- / /aj 1■1 ICI G - '•0'P EASEME• n �. P \\ fin " �• -__-__ ' w-I \ W,- ,,a �i > ) W \ I -f-G BSI-{ _ts_ AREA(S)WITHOUT mad AUTHORIZATION OF THE COUNTY ZONING COMPLIANCE STAFF.ANY ACTIVITY(LANDSCAPING,
\i /-r� �c \\\ \NU,�9 ) / /Ji�S ■,�,��i II d c" x. \\ - � � UE-� :;'�. -i�_ _�z-`-�+-+�_ _ _ W✓_ ,�n k -S-W L-I ` III I I -SS -S - FENCING,OR UTILITY INSTALLATION)SHOWN ON THE APPROVED PLANS IN A TREE PROTECTION AREA,SHALL ALSO NOT
- (�`�,) / "'/// _ I ..- UE - -_. 'P \ \\ �:T U _ -T -_�___ _/ --w7'--W - 0/ / W-{- I/ I vy',-'',I,�I, I -SS-- S OCCUR WITHOUT Tf$LffiL AUTHORIZATION FROM THE COUNTY ZONING COMPLIANCE STAFF.ANY UNAUTHORIZED
J/ _ - V � v - x E 0 - ; �• '"� U -__ / W -- 1 V{ - o ENCROACHMENT OR DISTURBANCE W1n4N THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT
/ -__�\�) \\ \F \\\ ) \J �i ' 1 3 !' ' 8C) \\ \x -�'e- liliii rE D. )ems-i_ `�, ��Y t - -t_T___ ~SIT
I �'---.'� `P _ IN FINES AND THE REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE W1ni THE LAND DEVELOPMENT
��� \� 11 __155 - 4 __ ___ v 0'D..P EA - � �__ / / W ti w
1 �� "RSP` \ -���„„p ,�L � T / Tt`•�. � • �„ _ _ - I- , l ORDINANCE.
"���� �\\ N154\\�i'^,.` `;\7,d \ /�-.j54'b„�14.�`p E ■EN' i7 )\ �_ • S I \ C - � ------ - '- -__ / W'1 -r �"' 4-( I 11. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
\ \ \ 1 / --- lam' 20 • ___,,/.. F' �� • I A IN \\ • �Iiti=-�'.�' 11. .bLT/y'FI CI ice--LIE- -LIE- - r-=��_ __F�"\ I I "' /WI- 12 INSTALL TEMPORARYDETAIL
MATTING TO OOP OF ALL SIDE SLOPES ON CHANNELS,DIVERSION DITCHES AND TEMPORARY SEGMENT
\ 15 `\\ \ ` --�'- - - yT • I ' 'A =7C3,2,_X��_ _ 4-___ ` I BASINS SEE DETAIL SHEET C704(PERMANENT CHANNEL)AND C703(TEMPORARY DIVERSION DITCH)FOR TAPE OF
-, __ \ f--_/ II)* T.` - I �1 4 MATTING TO USE.
• \ss s n. \\ \ \.� F -- /s5-' 1 / \' I I ' /y ' -- - •_ _ %r ij'��`i; �'1r_"�... f ,v P`v \ I IS ANY OEWAIERINC OF SEGMENT CONTAINMENT DEVICES FOR MAINTENANCE,REMOVAL O7 CONVERSI N PURPOSES IS TO BE DOVE •
- ,'\ Q ``,1\\ 1\'1 W ,\� asp �R3=FviaT=„E3i - -Ss „_ ���' • �' I ,� l - , \ U \ II
j,f ('� , 1 \\ I APPROx THROUGH A suT BAG
yr-u,. 1 ,1, _yN `g - I -6„ / ® q +1. 'II \ �\ \ 1Ir I14. ANY DEWATER/NG OF STGW/UTn1TY TRENOffS IS TO BE DONE THROUGH A SILT BAG
'AI''1/\\ - �� - _.// /i>\ •\ I I \ \ r 1S GROUND COVER IS TO BE APPLffD PER CONDITIONS OF THE NPDES PERMIT OR AT TIME END OF/HE DAY Ml CRIIR:AI.AREAS
II o v\s A \ \ -� `.T7.<;_ - ,- E1 \�s•'PCo / �- / l_ ■ \�-- ��742 \ � \� I� \\\ II'�F� 16. CONTRACTOR SHALL USE TIRE WASH STATION TO PREVENT SEDIMENT FROM TRACKING ONTO THE ROAD IF CONSTRUCTION
1 � _- y I I ,pb /43^�\ I 1 1,I I / ENTRANCE IS FOUND INSUFFICIENT AT No ADDITIONAL COST TO OWNER.
�( -r/ r` '�E (_ IS / / i I \ I / \®�� �,q_-- \� I Y, 17 CONTRACTOR SHALL UTILIZE PAIN FLOCCULANIS TO REDUCE RUN-OF TURBIDITY SEE DETAIL SHEET C0704,NCCO7
0� 'ep�ukyy \ 5 11 S - E • _ ~ I I \ / -145 I \ I�� dI I I GROUND STABILIZATION AND MATERIALS HANDLING DETAIL,SECTION'PAMS AND FLOCCULANTS'
/ II Q
II- 5�- " ' 03=6.s8,�E-'µc �v3rr l �� _- -_ I j II I I Q
l � �' \ T=749.45' Irv=,asos7urn �� �*1 / \ I \ 1 1'i'F I TOP=133.67'
h am/ 79 uEy� 1 w:=,Nv.mrul %�pr I� �'� -� ��-I \ j Wv.our=13Gz5'(I RCP) MAINTENANCE PLAN
4s.o3Y) E J •1
I' �/ r RNW-H9.a2' / I it I DURING ALL PHASES O CONSTRUCTION,CRWNDCO 4R ON tAv /SLOPES SHALL BE PRONGED ACCORDING 70 GROUND
II 2 A I_ �' mC " _/J _ / \\ • \\ T4H �x. I i \ \\ I I \ \I \I)II/IIII II ISTABNJZAnON TABLE(ABOVE)FOLOWNG COMNETILW OF ANY PHASE O'(RADWGI `l'! JJf R / I / I \ � \ I f I /,,,S (/ /, 2. FINAL PERMANENT GROUNDCOIRT FOR ALL DISTURBED AREAS SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO GROUND
O Io71 \\ / \�'Js i' II ♦ �� / \ % I / I' - \ I I Cl°I sraeUzanoNrABIE(eEoqFDUDWINccoMPEnavDFcoNs7RucnavaoEVE aMENT/ 0\) HMISS ' \\ / 1 \, \ I .. -- 1% f I'l, 11 / I I \I I ,�g,���Fh1 0, I I1 MEABOVE REWM`EMENTSARETHEMORMUMNECESSARY 1DMEETEROSLLWANDSEDIMENT CONTROL REGIIATIOVS ME CO TRACT
I�i. 150.J' / �r L '� \ I . \ /` ,-/' "-_ i J o , / I I \ ,Q�/ II N I I I DOCUMENTS WCLUDE ADDITIONAL SEEDING AND STABNJZA770N REOIIREMEN75 AND SCHEDULES NfNOI NAY EXCEED TIImi ABOVE
151 ®� ,// Sm° 1." D \f ■.. v \ I ' / / ® / III I I f / I I 4. SLOPEEROSICWCLW7ROLMATTINGSHALLBE INSTALLEDFORTEMPORARYSTABILIZATION DURNGTHEESTABIJSHMENT OFVEGETATIVE
/ /' / \ / GI4ur ( ,llij I I ^r I COVER ER ALL STEEP SLOPES(&1 OR STEEPER).BEER O MATERIAL SPECIMA:NRsO INSTALL MATTING PER MANUFACTURER'S
// i:: I/ V \ / / / `" I INSTRUCTTONs
evo:isle'4s°%/ L \; �_u� -: I �i� j 5W • Ihlkil
■ / . I\ \ $ 1 1 j c-
n f "" / - \�E--- l.. /n c �-/ V - I Iss \ I \ \��\ •W/I� \ I �I 5 ALL DINER SEEDED ARCMs SHAH BE MULCHED N7nl STRAW AND TACKED MOH ASPHALT.
z '' 'r i sT s// _ - -
�E_✓ - I� �� Vj/- -. : ,'\ I I, \\ I III VIII w I�� SELF-INSPECTION RULES
MCLEOD HALL o. ' /49 \ I'� �� Iw f'NP5 -- ---_-1.---
1'%' so RD - / % I I ntl SEE SHEET cz4 FOR SELF-INSPECTION REwx vrs
FEE=151.30' CLM(/') N % - � I J I I (I / .lf
\ • i� / /• / I I j11 I I' I Q FINANCIALLY RESPOVSBKE PERSON AND/OR HS Aql T MILL BE PERFORM SELF INSPECTIONS O HE EROSION AND SEGNEI TA OV
/ \\ I CONTROL MEASURES LASING NCDENIRS SELF INSPECTION REPORT WORKSHEE AND THIS WILL BE KEPT ONSYIE.
RO ,,,,,E _ ok,.,,'�I�I� i/ /� \\ II iipir7 ,-T,,,,-) C C---� III I� ��/ J -- \,.: is'$ I-150 / - ff9, II /'-� NEW COLLEGE OF EDUCATION '^ '' % I I /` Ii1�-1 lik/A9' \` I\ II r so5 00 1 / 1/I I w �w- SLOPE&SURFACE STAB/L/ZAT/ON
- \I / j /' TEMP\ I, wjl i BUILDING / 1 / 1 I
• / „ ' / \ I 1\ /// GROUND STABIUZATON SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO GROUND STABRIZATILW NOTES SC SHEET C74.
I •
/ / \\ comic.'- ( --------/--------_--_- SS 1 / 1 I � / EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON MEATIER OR OTHER SITE-SPECIFIC CONDITIONS THAT
f / / 1 STAGING / \ I 1 / // //•1pgn� I
f''''/
/ / / \\ I AREA • I I / .111/'I li MAKE COMPLIANCE IMPRACTICABLE(SECTION W.B(1)(b))
y I I r \ • �._ I THE REQUIREMENTS ON SHEET C07.02 ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEGMENT CONTROL REGULATIONS THE
i !` - / -'� \\ /-\ II - '// SS /�\�/ 41 I / I) \ I / •I In I I CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUREMENTS AND SCHEDULES NNICH MAY EXCEED MINIMUM
N / - f'' 1. ___ \ s I /'/ \ / r I I I f REQUIREMENTS.
TEMP
_ I P INSTALL TEMPORARY AREAS MATTING FOR STABILIZATION DURING THE ESTAB SHMENT O VEGETATIVEI COVER ON ALL STEEP SLOPES
FB / ar'" '� --/ \\ \• _ - 1) f` /^ 1 (- \ 1 I / I ,// w- W_ (&1 OR STEEPER)AND AREAS OF CONCEN7RAlID FLOW(CHANNELS DITCHES SOLES ETC)UTILIZE TEMPORARY MAT IN AREAS
\\ SDMH I lk I RD , I / 1 • ACCESS& / /:IilI://11
/ G.III I1 __ IDEIITBTEO OV PLAN RETER 7O SPECI7CATIQV SECTION 372500 FOR MA77FIAL SPECIFICATOVS INSTALL MATTING PER MANUFACTURER'S •
• • JSl\__ - \\ RIM=147.39" \ I � \ 11_ _ Ilt, I \ I •AINI7NANCE EASEMENT II / / 8 i 1 1111j II //I7INSTRUCTIONS./ /v� -- '/ INVIN=I43.60'(18"RCP NW) _
ocs/ y/s/ // 5�'' ;!-� ----- ( j Ir \ I ��- I / / ,(II
'0Y'I//� F�I/2 INVOUT 14336'18"RCP S .I i \ w w5 / -#�..€ (� i1 _ I a I Q, LEGEND
# v _ / /IHIIII 1
EJ ,/ / - UE_ - - - -\\ ) " F _ I TEMP GRAVEL CONSIR. �- EVSTNG CONTOUR
/ -®_ 'E --�_ ♦ \ - l�� \\I N ' ,I ■� / c��� �1) / (/ I W) OD D /1 l w- • i\FO\ � ,' a a14. -- / III o G� , SN 701 ENTRANCE DETAL TEMP.CONTOUFINISHED RE 3'_ FD _ /__-/ �i T - r I •���� s_ _ 1 (TEMP.GRADES DURING COMBER.)
�'r7/ / / F-4• i%��F --/ / G=146.5' \ \ - , `/ 0.'' 1 ■ ■I 1 I\ "' I I I I I / / III\ I lR ill C f/i1/ V.• TEMP.INLET PROTECTION DEVICE
' / I.�iT/-�j--- O� / INV.IN=74�\9�%(7�RCP NE) Ij�RD 0 I FD FD \ ® I I I �"I I /I/ NII� 'l INV OUT=128.68'(8"CRP) « SEE DETER SHEET COOPROPOSED STORM SEWER PIPES
\R 1■IliiiTTT I �F 3 (n ) I O Chi �Q r�- \ \ I \ I I I �" /.I II OI I`ca, II
/ \ O / INV.1 N-14 4.1Y 1 C P SW Q- v' II cl �� /`■ I I / Il° i I a Y / TEMP.DIVERSION DITCH =__(REVERSE FLOW) - 1 _, �': = EMSTING BIOTIN SEWER PIPES
\TOP=145.80' / "Fo\ \ ���' -_, / \� I L�Z� I ■ ��I \ �1 i I ,r/fi -
\ II/ ! / I / / l J- I _ ^ „ rZrr ;It/ C I11 - BERM SEE DETAIL
\ P4VyJ-140.80'(18"RCP NE) / ■ J \ ` ` II / I /1 I'^/ SHEET CIo2
•4 \ 11 \I INV(�T=l.¢0.43'(24"RCP s ' �F -��U �� ii1 p ---`C i►_ 1■�■/ 1■-■Y 1■0 �/ / I I ---- CONSTRUCTION UNITS UNLESS
-- „ \ 1 (REVERSE EbW9, / ON. I C ' / IFItrillib<‘
�/ \��� * / \�� I / //�/ II �'W- / TEMP.SILT FENCE
ODIERTNSE NOTED.
\n \\ \N \1 % \ \Fo�� 1 \ \/Ii / / srj�\ N /I l�PI'I � " ��srE oerAL SHEET c7o1
•(1 \ (/ \\\ TEMP I 1 / \\ \ /- / CM ACCESS& / -/ / 4 ®\\ it I •II I •
° OE aL R901�EE7nCOU070NCE SEE
1 CFOf ! -/ V / / / ///.ih I I TEMP.REINFORCED SILT FENCE1 \I `\ ‘` \ IcoN RacTaRI / MAINTENANCE EASEMENT I I' / / �\ ' ® OUTIET SEE DETAL SHEET
I \p1 \\ \\ ; I d � STAGING
\. Vl / / /' / '// I, 17? II''( COZO '� TEMP.EXCAVATED INLET PROTECTION.
\•.N I S N 7 � PERMANENTOUTF! SEE DETAIL SHEET C07.01
\ N o AREA �, - \I / / (( II -� PROTECTION SEEDETAIL TEMP.ROCK PIPE INLET PROTECTION
I Avi A N 1t A SDMH I 1 / ilI ricsob A 1 /�� // /'\\ I /��� � , / / � ,7/I II�TOP=14.82' ��, \ \ , \\ RIM=145.88' I I / \ N I20' /�,\ \ / / /INVIN= 0.22RCAN)\ \\\ \\\ INV.IN=740.47'(F'RCP NE) I / I I 1 ` � 411„__
/ 1 __ ) .\' _ !i�I'� _ / / /„ 1 II I• I j SHEET C702 •i SEE DETAIL SHEET C0702
4 �0 1 v� \\ INV.OUT=140.29 4 RCP S l '' I I ■ ` ~- �- / IZ /�/ 1 /n y I / r TEMP.CONCRETE WASHOUT RAIN GAUGE PERMIT BOX
INVOU7�740.2 A4"R\S N \ \ ` _„,„/
/ I / I ' I / �� �. // \�,/ '�N �TGW' AREA Ema /
\�,\ \ '''\
2\`v \\\ j / 1 I / :I:�' 1 i' I l W /_ I / / /// 4 I I .-g Q SEE DETAIL SHEET C703
\, \\ \\ \ \\ \v \ I I % �O ` �` J CQ� �� �. �� -='' % �' I W I k II ra beiai ICEi C07.02BI c
I`
\ \ k, nse TEMP.SKIMMER SEDIMENT BASIN
\\ -- �� > \ EE / / / :Adfp.
/// �' SEE DETAIL SHEET c7a
N \\\ \\ a6 �/ Iv Z // O �I• ��1 I Y %%/ UI I TEMPORARY SLOE
OP)
•
s o I / N --- =ma's. / c N , I MATTING SLOPES s:1 OP
m ; µ
I I fF D I I I I / iii I /81 CI l'.F i's':i[.� STIFFER
i IkN. \S▪ S �•\ \\\� / / O I IN/ / =,� , ® / //1 , I I ICI'=122.f1' I/ INV.OUT1=17729115"RCP) /
rtk \Y \ ` / v / II• ` L� I II CONSTRUCT/ON SEQUENCE
_ MPORARY SKIMMER SEDIMENT BASH 1(7558-1)
\ / DRAINAGE AREA: 219 AC `
�\p\S \\µ, //�o� / ':).\Ah' I \ �1�1 , I / / DISTURBED AREA, 219 AC I I IIII/PINT SOW 1 INITIAL INSTALLATION(SHEETS C401&C403)
/ VOLUME REQUIRED: M40 CFI
I .0 RIM=121.80'
• \\ `\`�� '\� y�`�" ��\� - &'�. _�• ` / ®/ / •I / / SURFACE AREA RED: 1,170 SF �'--1/ll I�A INV.IN=716.96'(15"RCP NE) • 1. OBTAIN APPROVED PLAN AND APPROVAL PLACARD. A COPY OF THE APPROVED PUN MUST BE ON FILE AT THE JOB SITE •
G� \ J}.\S e�� �f \- �� ■! ' 1� ■■■ / I ` ,NV2 / / l BOTTOM ELEN 13400' -N .�y 11 INV.IN=11714'(15'RCP W) NOTIFY EROSION CONTROL AUDIO RIDES OF PROPOSED STARRING DATE OF LAND DISTURBING ACTIVITIES
-•8� \ \IN: -¢� ��-_- IT Why / �.�• ' /. / VIER EEO 136.25' I\ 1 IV INV OUT=716.52'(I5"RCP SE) 2 EROSION AND SEDIMENT CONTROL.(E&SC)PERMIT AND A CERTFlCAIE OF COVERAGE(COC)MUST BE OBTAINED BEFORE ANY
/ J `. � \ ;;_ �`) .A.J. ,y - / / EMBANKMENT ElEY. 13760' G LAND DISRBING ACTIVITIES(INCLUDING TIMBERING AND DEMOLITION OCCUR.
R 1 �T' \ '�� 1 '/ __W^ 5; / ` n•AIN.MITI'(� 391 AC D. T / / / �1 �" 3 INSTALL TREE PROTECTION FENCING
`\\\ $ - __ __ __ a1.IF N. \ s,,_ V% AMIN
-_, ,, '- -\ � ,SKIMMER DIAMETER: 1.5' I ll II} /
�� '��a =- -y\ .A' 3.91 AC / ' 4. CONTACT NCDED LOS RAIEGf OFlCE AT 919-791-4200 TO SCIEOULE PRE-CONSTRUCTION MEETING AT LEAST 72 HOURS
_ VOLUME REQUIRED: 4,700 CF ORIFICE DIAME ER: 0'
\ � Wf_ ssI may\II �I PRIOR TO PROJECT ACTIVATION.
-SS 5 T a I�'� / \ 9 SURFACE AREA RED- &200 SF / / DIRAWEM°1 TIME. 5.0 DAYS ,R�1
7 p �STIQ-{�F ,�^ \ / / �I / / BOTT01M DIMENSIONS 25'W X 751 F I ;I�r - 5.E CONDUCT PRE-CONSTRUCTIONBEREF CONFERENCE
\ \\ �p```o` _/r �S \I / -'. I I BOTTOM ELEV.. 41.00' / / / I 1 I'7 I 6. THE FO DYING MUST BE KEPT ON SITE UNTIL THE E&SC PLAN HAS BEEN CLOSED OUT BY LAND QUALITY.:RAIN GAUGE A
m , - ' - -.d i EIEN r.... _ 1 / WEIR LEN 1H / ' ly / COPY OF APPROVED E&SC PLAN WITH APPROVAL CERTIFlCAIE/LETTER.00C,,AND NPDES PERMIT W1nH A MINIMUM OF MOST
\ _= d5- �`-ef:"����<_ ti_ / GRACE BL - 11 ',1.0 ' - •--'•��.- / '• fo NN
G
- -=/� �T� • ..� M��il 1� 'PT' !' Q f4S00' 1 - / ,••••.^/ / /// /// / I"'�)1 IIj IA,'
RECENT 30 DAYS O-SELF-INSPECTION RECORDS(SEE SELF-INSPECTION REQUIREMENTS BELOW).THESE ITEMS SHOULD BE
IS"RCP c -" -�- -� II Yam•• - ) � -_46- ` -* / ` SOMMER DIAMETER: 20' / _ �� / �._ II 1 O l//( R17/ II I I lI T I LOCATED NEAR THE NAG CONSTRUCTION ENTRANCE FAILURE TO MAINTAIN THESE ON-SIZE VIOLATES THE NPDES PERMIT.
�\I\=142.80'\\ \ 1 INV.=143.34' \,,, J' � _ _o �n i 1 li LILT ORIFICE DIAMETER: 1.5• X / / ( / / 1 11/I I Flppp HAZARD / a CONTACT THE NCDEO WS RALEIGH OFFICE AT LEAST 48 HOURS PGOR To COMMENCING THE LAND-DISTURBING ACONITES
g _, -- �-_ �� -LIE UE- y#^.-L}E- I- � \II\ II DRAW710WN TIME 34 DAIS />/'q / / / / / / / / �/// / / / �II III L' 1 Ir I cy. a CLEAR AND GRUB AREAS ONLY AS REQUIRED FOR INSTALLATION OF INITIAL SEDIMENT CONTROL MEASURES
_ \ I \ UF,--- > - / T-F -A. UE'1\ \ it,, g I / BOTTOM DIMENSIONS SEE CONTOURS q3' T' III / /^i / // / / / /I I I I I r"ZONE AE •, • 9. INSTALL CON57RUC770N ENTRANCE AND IN FEND:FOR TEMPORARY STOO(P/lE LOCARON.ALL BARE SOILS ARE TO BE
\ I - UE-��� � �� 9-FO �y-LIE\\ 1 I / �I I� 1 p--v' I F, µER lfNG7H: 10' '\ /� / / / / / 7h / / ,(J /// / / l I 1 >� I/�1 G ( J STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT NPDES PERMIT.
11 1 / /z' P -1_ l l / �/ l yC \ 10. INSTALL AND STABILIZE TEMPORARY SKIMMER SEDIMENT BASINS AND DIVERSION DITCHES ALL TEMPORARY BASINS AND
CB / V a; Q`q / // / / =61ry p DIVERSIONS SHALL BE SEEDED AND MULCHED UPON INSTALLATION.
\1 I I I I ' III W/// / �/ I �J a / IT, INSTALL EXCAVATED DROP INLET PROTECTION ON EXISTING STORM NETWORKS AS NEEDED TO RETAIN SEDIMENT FROM
\ II I/ 1 0 I INV.OUT=140.08'(15 RCP) TI \ I I ``0' 1/\ -I J I ,\A2' / / / / I / //(/ //(// // // ( III 1 / 'lI' /• 12. ALL ND DISTURBAS
EDAREAS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT NPDES PERMIT.UPSTREAM
\ I I 1 MARION REX&ARONUL E. \ I G=142.34' I l /--_,I F li_=-- I D _ - - / / I I '' / // /// ///f( I I /' I I II' I�
\ 1 HARRIS SCHOOL OF BUSINESS R _ /-Nu AND DOWNSTREAM BASIN SLOPES EMILLFT BE LINED N1TH A,L UPLAND
REcv AREAS AR SEEDING
m
\ I SDMH NV.OUT=139.77'(15"RCP) il __a N / II I //l / 1 1 I
\ I 1 &ECONOMICS BUILDING \ L' ` -_---•-7 I �$ / / / /// // I 1 I m.. seo--`�/i, '' 13 PERIMETER MEASURES SHALL LEAT IN PUCE UNTL OSI UP ONTME ARE PERMANENTLY AFTER DING IS
1 I / I I RIM=144.47' \ �I I / I / /' // / / / I I I -I. �\ / a WHERENTE TEMPORARY
STABILIZED,REMOVE ALL TEMPORARY AND NDICOL MEASURES AND FRONDED PERMANENT SEEDING
1 1 1 1 1389 To II INV.IN=138.85'(15"RfASWJ \ ( /,p --_-"- ,� x \4\, 1 / 1 / I / / I / 0 / //// / j I I I .,I 11 1 Ik WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER AS NOT ADEQUATE.
I 3 STORY BRICK BLOC INV.IN=138.97'8"RCP SE) SOUTHEASTERN NC \m \w\� i., --_ ----- -\ m , / / IIII / •//// /, `V/ / . // / I• I I 11 I„I�I�
EE=745.76' y/' _ _•.i / / /,ti/ / // S EROSION CONTROL PLAN&MAIN ENANCE(SHEETS C402&C404)
I INV.OUT=138.85E(15'RCP NE) NURSING EDUCATION AND 9 L /--- / l I I / r / / /Ill w 11"�I
I I / RESEARCH CENTER l \- '"`t'-`_`� • / i-� / 61 I N' / / 1 1 / / l N 14,, I I
I I \ % 1341 U / I \ - \�-__ m �� �- / l I / I l " I T I I 'IrI�x'I I I 1. CLEAR AND GRUB■n11N CONSTRUCTION LIMITS.
I I I \ / \).LE UE \ -�\ \� I ! II p - / / / / I/ / I I I n p'//i l 2. STRIP STOCKPILE.
SEED STOCKPILE MU TOPSOIL■THIN TEMPORARY STOCKPILE LIMITS MAINTAIN SILT FENCE AROUND TEMPORARY
1 \\ \\ I / 3 STORY BRICK BLDG \ i / I I S0 \�/ l l ' , / / I l /l I II I •(�IiiI I l\\ GINNED INTIHE CURRENT NPDES DIPSNIRBED AREAS ALL DISTURBED AREAS ARE TO BE STABNZED UNDER CONDITIONS
I I \ \ IT.
FEE=143.43' \ \ 4- I--IN'-`-\ / , / I J••: / ///// // / I 1 1 1' / all I\ \ �� I \ / ,--__ 1 / / L r •/ / / / l/ / / l I I l ul 4. BEGIN ROUGH GRADING OPERATIONS
\ \ I / I \/ / c - / / I �' / / /// // / / I//II III// I 5. AT THE END OF EACH DAY,ADJUST DIVERSION DITCHES AS NEEDED TO CONTINUE TO DIRECT RUNOFF TO TEMPORARY
•
I \ \ \ \ 1 / - �/e I I I _ Hs I °�liv SDMH BASINS
\ \ \ \ / o ) j ( /QP /� - - ` \r�� j/ / / /// // //// //:/'
/[1.1
, 1 \• 11 I1 IRIM=11535' 6. GS7ALL STORM/DRAINAGE PIPING AS GRADING OPERATIONS PROGRESS INSTALL INLET PROTECTION DEVICES AT CULVERT
_ / \ / /052'/�� IA--N.� 1 _F / I / / I // ///I/// / \ / 1 / If INV.IN=1f0.73'15"RCP NW) INLETS AND OUnET PROTECTION AT CULVERT OUT ETS AS THEY ARE CONSTRUCTED.PROTECT ALL CPEN STO M DRAIN
11 \\\ - - \\ / I / / I , / Ln "/ I / �_ /' / ® / Ir II ( /� ///// \ / N 11 rn-'//1/ INV.IN=711.29'(18"RCP W) LINES UNDER CONSTRUCTION IT STONE FILTER AFIER STOPPAGE OF WORK EACH DAY.STORM PIPING SHALL BE
I \ \\ \\ / / / / -y/ L i / / / / 7%NCPr�t,I/ / \ I 1 IIi'I /� INV.IN=710.68'(15"RCP SW) INSTALLED IN DRY COUITONS SEED AND MULCH ALL DISTURBED AREAS ALL DISTURBED AREAS ARE TO BE STABILIZED
/ / / / 'I I~ I lI�/ < l // INV.OUT-170.73'(Ie"RCP SE) 7 EX/57ING STORM PIPING SHALL BE DEMOIISHEO IN DRY CONDITIONS DIVERSION DITCHES SHALL BE ADJU57ED AS NEEDED
I \ \ \ / \ \ ) G5 / / 4. �\\ // •I I /^ UNDER CONDITIONS OUNNED IN THE CURRENT NPDES PERMIT
% / / �\/ \�� \ I FI '? I 38 ,r' I I %1I1 � \ 11I I / II rii II///
/ \ _ N
I / % i/ 3y' \ 11 ,. /. Iii / /// / I III \ {II SI I II '' if TO DIRECT RUNOFF FROM DEMOLISHED STORM SYSTEMS TO TEMPORARY BASINS
\ \\ - --_-----/ / / / / / • 5�C% " / cr......./
-III / // 1 l\011/
I a INSTALL SLOPE PROTECTION BLANKETS AND TEMPORARILY SEED STEEP SLOPES AS THEY ARE ESTABLISHED AT FINISH
I \ I / / / /I /o 1 w \ r- -T"'ea ' /_ // / I I I `vP II it
GRADE ALL DISTURBED AREAS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT NPDES PERMIT.
/ \ / // 1., \ /I� - er- " (, R/B-/3 RI9' / -F'' l / / I I I 1 I 1 1 , 1 ;11 a RESPREAD TOPSOIL,INSTALL SLOPE PROTECTION BLANKETS AND VEGETATE STEEP SLOPES AS THE ARE ESTABLISHED.
• \\ �,,.\\ -----\ �/ / / k // / I'I-k_ri. \ 'L -! / , / , I 1 I I f STABILIZE TEMPORARY DIVERSIONS DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.SEED AND MULCT ALL •
( �. _ UFO ti� t-- RIM-I39'899
e
\ --- i I / / / 1 /,,��-MMP �r-l\,11 / a-� �N UE/ _ _ _ v ■ \..._-.-_.__ 1 I I I I',G// :V DISTURBED AREAS ALL DISTURBED AREAS ARE To BE STABILIZED UNDER CONOnONS OUTLINED IN THE CURRENT NPDES
--\\� ------ \` -_/ I / / / III/1^S,TORMP -6l /-=+JE--- / - 14 VC NE) 1 • / l 1�� �T(W=fIIS.4' I 1 �A'\I �Sw,,,...,„. __
'_n ---DIRECTIONAL LINE ONLY PEIRMIT.
N \- -- \ `\\\ %/ / / OUTLET RISER �/I I III aETENTD P� 2'/�-4a ecr=�_�___ - // INV INVIiU73133.3j(15140(1 VRC W •E) 1/1/l n /Il I I .17=112140111 RL/ ERE)I III 1•H-�T_SS---SS ---___ 10. IMMEDIATELY
SLOPEVEGETATE
ANG STABILIZATION NOTES MAINTAIN THROUGHOUNISE STABILIZE WITH PAVEMENT T ILDING PAD,ETC)ALL ME DURATION OF THE PROJECTD AREAS PER SEED S
�__ / / RIM-135.86' -- - / _ ■ _.I I I I I I -� STABILIZATION NOTES AND NPDES TIME TABLE.
o / / /// INVIN-14,�06'(36"RCP1------ -- /i•. ,./ I/ / / I 1 I I 1 I /�I 11 I I CI -Ss- I1. MAINTAIN ALL EROSION&SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
N. i_-�\ - \\\ \ / / / INV.IE'=132.1'(=15"VC SW) I \\�.`�,_I -LINK.-1...._p� 15"RCP W) Y' -- -�_ -�136' / / I /' I I I l I I I I I // '•F 1 I I
-7\ \� \_ ----/'c i / j-1NTI-/32 2.18'(4"PVC S) \\ - ,�1 INV /51MR 24(48" ) ., y / 1 /, I / / l l / I I / I /Q9 I I '�1\\\ TOP=115.33' REMOVAL OF EROSION CONTROL DEVICES
\ �\ \ / / INV.OUT}73205'(15"RCP NE) \ �jJ. yl le-NE C / :=--_-_-;-_-.,_ -_-/% / ( \ INV.IN=1(1952'7. RCP NW)
_/
._ _ O / -'-\ I =U€ I\ l I ,II \\\INV.OUT=108.48'(18"RCP NE) 1. ALL REMAINING SEDIMENT BASINS SHALL REMAIN IN PLACE FOR PHASE 2 OF THIS PROJECT.
\ / �_ T =,-.__,,,_ - I- 1/i i \\ 2 REMOVE TEMPORARY CONSTRUCTION ENTRANCE CONTRACTOR STAGING AREA AND ANY REMAINING TEMPORARY MATERIAL
---- �FO-f'FO- FO ''- "'V - ��= tl - F- ___ F -/U '\ _133. / / WI •-- ( / 3. STOCKPILE.
REMOV£ALL REMAINING TEMPORARY EROSION CON71R01 MEASURES SEED AND MULCH ALL DISTURBED AREAS ALL
-�-- �\ -_- / Tin-- / TOP-133.56 \ _ t�- - - lam', _LIE^-f1/'
J�/lE7i i`-7�IUEr-�� -�132-\ / / l' �. SDMH l 1 /l' ,, I
-----_` \ GI-jj36.42' / INVITI'(T8°RCPSW} - - \�y ( l / UE�- �/ / / RIM=737.10' I I II DISTURBED AREAS ARE TO BE STABILIZED UNDER CONDITIONS OUNNED IN THE CURRENT NPDES PERMIT.JNGOUT31.33 P) III 1.�� �3 '41 - -I` /// -+--131-�� - / / l .BOB=117.47' l I 12"WIDECONC 4. CALL FOR INSPECTION OF STABILIZED 97E.---- -, \ ---_-_- L•" -WVPIIIl29..£L'UB"RCP SE- ,vAu /�-'/ fI HEADWALL\\ \ /�---'' y 7 a I _ �y,W -- -i - UE lY- / 'I - \ --OU / l / l(RECESSED PIPES) /JI_ lI, l 5 WHEN THE PROJECT IS COAIPLE7E THE PERMITEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PUN. AFTER DEMLR
------ \� / - -/ I / _es ••a�- _ !I �/ >[ -_� _�• \ f\�\ / / / 48"RCP INFORMS THE PERMIT7EE OF THE PROJECT CLOSE OUT,NA INSPECTION REPORT,THE PERNIT7IE SHALL VISIT
-_ ,\ \ \ --- / / J' :m\ �J; c _ \ l .�i n I /Nv=ms91'
l - /'//\ ^r /\-_7 W \-\31' o E\ / / / l •`j. l� II ://:11:/\---;':------1);
deq.ncgo/NCGO TO SUBMIT AN ELECTRONIC NOTICE of TERMINATION(rNOT). A 8100 ANNUAL GENERAL PERMIT FEE
'__ �\\ \\ \ \ -���// -J i / / \ W --W--� - \\ i �/ ,T/\ .= __ J' J�� / �I J� I /'W / TIC ii-ll WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
i - \\ \ \\\\ \ \ ---'/ / ci �� _,I. �� II'/ ////�/m r\ I l l / I l l l lI l "i/ I l
/ \ \ \\ \ \ \ / TOP=I33.88' / // i 1 1 / 7"' F
/ / 3J- l I'I In
\ \ \ \ \ / 11 _ v III 7/r m \ � l / / / 1 I \ ..iil in
% \\ \ \ \ / 11 =- / �' ." n, // F4 I �\_T ro l l l l / l l
\\ \ \ \\ \\,, / j----r_
/ INV.IN=128.70'(18"RCP NW) ) I II /.yC \ 'o / / / II
\ \\ \ \\\\\ \ -- -/ / // / INV.OUT=128.40'(18"RCP SE) 11 ,� ',�Yyr I cFN \ \ / l �,, l l l l Mir' '
\ \\\\ \\\ ----- �/ / c I 7�\ a I m o �qFo ) 7J!i Ill / I/ 6, 1 GRAPHIC SCALE
\ \\ \ \\\\\\ ��� �� / /' CNFS I/e C )\ �il'' Iv' / I I p„ 1 STORY FO(�CO,y I / / 'Z / / a % / f/\ III ,a o ao ,a
I t-J °TUN BRICK BLDG Cq F 0 / / / �0 l'
\ \ \\ \ \\\\ �.2,:::::::_______ ___
----� i1��- \ (/g,Q N(/j. / 1 ll RT l I iQ 5.lj0 N(ij / 0 /. / \ n
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\ \ \\ \ \\ �/ \ / 11 / / l ``F. l l / / / / / / F x\//Uill //
\ \ \ \ \\ \ \�\ \ / ` / / ,I C) II I/ ?gB. lb l l l /// // / SL..7/ / Li \ IN FSeI'
\ \ \ \ \ \ \ 's / II J l °' ' I l / / ' '" II E inch= ao ft.
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I \ \ \ \ --B/DC /I II / A Z) 1/ iNV.O T= DEBRIS- l l / / CV L(, l'9(\ r HVERTICALA DATUM:MNAVD88
\ - _ N II!i / l -�- ---\ F�,l'� I l'l 1 I I l / / P-lna nfN' H�",•/r/I \ /L . a \
• • • • • • • •
Jenkins•Peer Architects CLH DESIGN,PA SALAS O'BRIEN r j`I I�1 TAG DESCRIPTION DATE SCO ID: 22-25425-03F Drawn By: HR/PL/CW
Landscape Architecture& Civil Engineering Mechanical,Electrical,Plumbing&Fire + 17• JPA Project: 22FSU926COE Checked By: HR/PL J
112 South Tryon Street,Suite 1300 NC License#LA:C-106 PE:C-1595 Protection Engineers ,,,,,,IIIII„ � PROJECT TRUE
Charlotte,North Carolina 28284 400 Regency Forest Drive,Suite 120 NC License#F-1434 ,,.o90 keno';., I:y Date: July 15th,2024 NORTH NORTH
(t)704/372-6665 Cary, 1620 Midtown Place a jy9�% LI r 11
North Carolina 27518
(t)919/380.8750 Raleigh,North Carolina 27609
(t)919/7332.8118 = ' _ FAYETTEUILLE BID DOCUMENTS
MOODY•NOLAN FLEMING&ASSOCIATES,PA Jenkins•Peer Architects ©copyright 2024
/ Design Architect Structural Engineering OPTIMA ENGINEERING -'''1 "MGINBf'"SA S TAT E'I U N I V E'' RS I TYr'" EROSION CONTROL PLAN
't•/A/ 300 Spruce Street NC License#C-2828 AV Communications '•:'9Rn F.M���``
l P „II,.``.c C404E
Suite 300 1004 Hay Street 192E South Tryon Street#300 ��f�r Z ALTERNATE
Mood Nolan Columbus,Ohio 43215 Fayetteville,North Carolina 28305 Charlotte,North Carolina 28203 COLLEGE OF E DU CATI O N
Y (t)614/461-4664 (t)910/433.2825 (t)704/338-1292
July 15th,2024
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