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HomeMy WebLinkAboutWPO201900013 Plan - As-built 2021-01-06%� �� T_____F_�������� 03200-00-00-01000 100 BOWEN LOOP PROPERTY LINES SHOWN PER CHARLOTTESVILLE-ALBEMARLE ALBEMARLE COUNTY GIS DATA AIRPORT AUTHORITY 620.78 620.58 -^_. . . . . - / / 6 - 617.73 TAXIWAY_ - - - STRIPING / ' +617. 5 `616.87 ASPHALT --���---- ASPHALT //// / • O SURVEY LIMITS �620.48 +620.39 +620.27 - _ ------�- +620.19 +620.06- - --+'�6'I?1.99 _ +619.92 +619.85 +619.80 +619.62 +619.56 +619.45 +619.33 +619/17 -' _--'+618.96 +618.69 +61848 +618.34 +.6'i8.07 / / // _-- _______ //// 77 � 616.00 -- _ 620.04 620.0 ---�$1 96 619.82 61971 19.59 619.4 61 .39 619.27 61937 19.06 __----6�89 ---- 61 .79 618.65 / 61814 18.29 618.14 // 7 //// --'-/ [iI -- ..:,. , I i f/ / 618.0 -/ / E ® -'� SURVE LIMITS .'. ,. , .,'. e ❑f - i . ,.. .. '. ' :..}1$81 ^:.':: .' :,. _ .. • 6'7$:7& .:. .. .''..-'�`6'.19:6Q :. ,.:. `. .: .. ....+61:9r3.-. .... .'+619.28 . ,,::619.97 ' '. '''' + 9: 618.91 -61$ 77, +616:63 . s'f8.4$. ',`' , 18.`J2-.:' ....618.15 i• / , - / ------ `619 7T y - ' 617.94 sns / i . TAXIWAY - / ® _ _ - . .. ,. - , : ,.. . , STRIPING_\. • . . . .. .� ., - , " .. .. --� .� /- _ __ _ LEGEND e : + 619 35 619 25 6 9: :.:: +> 1 ? ` :,. .92 -►1.1'618 90: + 618.81 > 618.68 18.56 + +s + 618 42 , + 618.28 61- .14 :/ a . +61 7, 17 + 617.85 ' - 617.68 + 617.5y 1 / ---- / / s� 1 // 613.74 yI. ..<.. ,. ;2 : ...� /f.' _ w ,j,•., I I / +� 613.43 E ELECTRIC MANHOLE .... :,. ... ..... .-: .. .. .:: . ..: .. ...:.:. >., ..:, ...:.,.: , ,. -. -:. :. '- ... ....,.::. . _ :. / / / I / - - O VERHEAD LI HT O G '.'.' ...':e',. .. .-, .- .'- ... - 1.:..:.,. " - ''.:' , , '.,:;`': ./, ,...:"; 617.p2 / 9 ... ...` /RM GROUND LIGHT I.. t -.;... .. ,-: '..: '.. .. .. ...-:,'..:.. .; . . ;' a.,',; ...- ., r: .:1..... .,, '•'' s...' " . , '..:,... ,.:. ... -• ' .. ... ... _ ,.. . •1826 `:z,:. I MANHOLE NOTES e 7 ''6'J90,. ^;:. '.+.1 '. .'�,.. 8- 1 -, -_: '+6i. ,4 .:,. -6r �'- I J$0 . ....:': + 61 .'69'' ° 6'85 :. F. 1 , i _ e: 1$ b r� +6, 3 .+' :61 12 +h ` / r ,/ /.. -81 .:9 617.8? 7 6 +. 81t 617.49 F S6 : , .f 617. + 43OiN NEW APR I TOP-614.23' LLIELECTRIC HANDHOLE ,, ..:.: ,.. ':.,..,'. ; .. , .. �- ,.. ...�,--.. .'*-'(qOt .. ,' , ..:' :,. ,:. •:: ..... • . , .., .... .. . :.. ". :. , .. �.. '.. .. .- .: .,_.... .... '...'. .: ', :.. -.. .:.' ,... .._ ,. ,, .. , ..-:;•.:.:. ' ' r..:.: EDGE OF I 1. SOURCE OF HORIZONTAL DATUM: VIRGINIA STATE PLANE .:- ... e., '._ .'.___-,mot. _. ,.. w-'y_� �✓.,,-.. ... -. .• :..°..• ... '. .. _,. ... . .,-: .. '. ...r.. .. .'. .. „• .. .. .,: ',., -,,: - .. ".. .,, ':.'. ':T.. �.. ...' .. ... .`�:.;: -_''�' . ./ CONCRETE COORDINATE SYSTEM SOUTH ZONE NAD 83 BASED UPON ❑F FIBER OPTIC HANDHOLE , ', " .'::, -. .... .. '- ,.:. ..:,-:... .. ".. .. '.. , ..,'....., ,. .., -: -, . ,. . , .'....I .. :. .. .,. .,;'.' . , .. ..:`:-, > , / _ I I BENCHMARK INFORMATION SHOWN ON SHEET 4 OF 27 OF PLANS -. ,.. .,.' . , '. •, , :.. ...-.. . , -t. : •.. " . ., . :- -' • ;.: - . .... ".:.'-.:- . • r": ..., • • : ..> - - : ,. a ,'`:• '.'>..... '.. " a -.: .. . ,. ,'.. :' ;.: - . . .::. .... . • .• • ':--' • : .. .:: e: ,, .! ., -"✓ , , r a I I PREPARED BY DELTA AIRPORT CONSULTANTS, INC., JOB NUMBER ... ..'. .. , .;:...:: , '- , , .., , .. '. ....:.. '.., .. . . : ". .- .., '.., , - .,- ..... .. .. • •. '.:.: KING EXPANSION",DATED JULY 2014 .,: CONCRETE . .:. :. .:. ,.. . .. -:... ,...' ': . .. ,.:..... . .. ... .. .;:..... : ., ... .. .. ... .... '. ,' ',-. ,. -',,. ...t •'.'',' ,. . ', , :'.'. -:'..,: .. .'.. :. ,.' .:.. r .. ,CONCRETE .:.. .. '. *... ..: .... .... .. ....:..•. J* --:. ' I AND SIGNED JUNE 22, 206R . - ,.:'a.' .'.,..:. ... .. .. , ..,. '...'....: •... .. -., '. :.. . . . :....'.• .... .. .: •.:'<. '-.Q>.'• ;+:: I SOURCE OF VERTICAL DATUM: NAVD SS BASED UPON BENCHMARK 18.8,5. .,,. 1... '. 66. ;;: .., ., ... rr .... .-"'. :..:. '...• ..... " .... ..,:- °.. ;. `.... ., _ , .,.., , <...,.. ,...;'..• ./. • - I PLANS REP SHOWN OTANTEIN T 4 OF2BNF LANDSCAPING ., - .....,. - ..' :.. '. ., a �:.. ".. ,.'. '- .. ,. :... ...-.... .;+.618. 7.. .., z . - :',,.-.-{; 61$.77,^ '. .... , .....e}+$)8.67 .., _..,... .. ..'.:... +6i9.57 .. � ... :-�618"45, :' ..., . .'. ':"- _. .. +618s33. ,s '�.. �'.........., ,.,':+6e18.20"'... ,.:+61,8378 ... '', :.. .*j-•6179d',:. ... :+�17,.7g '. ...e :..' r -..� ,.:-.8171fi3. , "'.. +677,4fl .,,i�..' '• �...:., ,,. --F 617,33 '. " '. j-617.1$ ,:.. 1 Ill DELOTA^AIRP RTION MBER I2TIT TIED TLED O CO SU S. C.JO U 064. : ,. .., ,... ..,. ...'. ... , ,.. .. .. ._ :...% :.... .,..,. ..... . ,: '., , I '.. ...:. , .... ... - - - ... ,.., . : `....' / PARKING EXPANSION",DATED JULY 2014 AND SIGNED RIPRAP STONE '- ..•° ... "--. ', ..., _ `., :.. ..:,- ',. .' : .... ...„., .. r 1 1, _..-''. .'-.."..,, ., '../ % 1 JUNEF22C2016 1.. •, , b .... .. - ::. .' ,. . •:.: :. p ..: q. . .. +.'. `. - r'- .. ., ., '. .. <r, / '� . I'm II I BENCHMARKS: 500.00 SPOT GROUND ELEVATION .. .. . , '., •'- ..' .:' - ... .., ,, :••... ,-'-.. .. „' -,. ':'. "I., : , .. ,::.. , .: ,,. ,... .... ', ., . .'. ';, ,.".:' .. .... '.. .. .. ... ,, ',,., ,.. '•It ...... .:.. . . :/./ . .': •.+ . •.; ,!'... , 616.89 / A N' 3937799 644 .... .. ., . .,:._:" ., .: <,, - .. .... s ,:.: ....";:;...a .,.. / / I E: 11497952.210 61a61.. ..° ..' ,..': .. .. '..-'. ... "I: : .'...'.. .. .-.... . .. .. ... :'.. ,/ V I ELEVATION:602.30 +500.00 SPOT TOP OF WALL ELEVATION .. .. .. , - " ... ... -:,-.::. - r"' .. '.- ' " •+ ' _ "� DESC: ROD &CAP ,... .....:, ,'::;:, ,.,' .t'...'A. '.- 11 n.. '.i, ...' .., .. ,. ..... .. .. '. '.. ......:::. . # 72 N:3937352.957 +500.00 SPOT TOP OF CURB ELEVATION I .:- '.. > _, ., ..„ .. '.:, 1 .. :'.. ,.. 6' 8.50:.......... ... r": .... .. ... -1-fi18.51., .... .. .' ..'. ..'..w .,' .+&1 $.47;, ..-. `.. :. r .. ±}6j8.34 ',. : ,_ .. ... - G- 23..... ..'. ''.. `., .. +618.11 17 7 61781.. - +6 .9 + :., .. . '. ': '.: ... , ..... ..� }.817:65.,,.., . {61752 ,. ;F6)-7.311 a ,-1=617.23 d+ +617.98': .* ',.+616.93.. 1 I E: 11497779.430 (TC) - . ;+' ... .. . . .. - r ••.. • , ` i `''-i r: • ./ y:�. / I ELEVATION: 605.90 a ..: :... ... ...:-.. '.. ._.• '.: .'.. . , . .. .. ....: ''», ..,, '.:- ... ,'�, I DESC: ROD &CAP 500 ELEVATION CONTOUR '.. '. •'..: .. -.. '' I. :, '..... ,..... ...-:... .. '.. .. .. ... .:.....,, •. L:. .'., -.... e. .'. .'� III # 7 N: 7 1 393 340 05 9.3 .: ". :: .,:.. ,,.... ... _ ,. .-,a :. .,'. r. -•. "'. ,::.- .. ., t-...,;. ..' .. :. , ,: ;p_ E: 11497548.070 - - T RM DRAIN LINE .°.. ..' ... _ .:.. .., ..., '.:.:. .. :. ...: '... ....-:-...'-. ...,. , ... ",'.. .. -.... - .-., .' , .,'....'. ", , : . ... ,.. a .,. - ,,. :.' ., ..'.. .......... .:..... .. ... . .. >. s'�.' .. . 1 I 1 II ELEVATION: 601.03 '• :.,, , .. :. ,.,, 'e'..;,:., r.. -i :: ., -.. ,.': - r:-.:. .. '. .' ., :'✓ .'+!,1. : I II DESC: MAG NAIL ". ., ;, x %.s. •.;'. _': '.'--:'' - -' -:. :',- � .- •' '- •. ,.;. :, ••��'`.'.: _ -: .•' -.., '. : ', `61661 I 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OFATITLE TRENCH DRAIN ,.'.;;-: ;,,;'. •�',:, - • t .'•: :. .', ;•.,. .;. ° , _ ..,,-, " . ° •.>: "� ' '.' : '/' T_, I I COMMITMENT OR TITLE REPORT AND ALL EASEMENTS AND . :.. ...::_.. .. - , ,;,r°. ....::.,. , • .,-1-�48.2°2' ,- .. .. +618.24 .. ., ,,` --618.21 • . - ,,': - , .. +618.13 ,:. . i'+617.99 . . , :'+617.85 ::,... - - ;. ,, . +617.70 < .-;:- ;61:7.55 , .'. , ' .;' ,•=, :'. - '6?7 41 '.:; :: , :. ., .,,.,+617.26 ^ : t +617.12 • /. +616.96 ':' +616.81 + III III ENCUMBRANCES THAT MIGHT BE DISCLOSED IN A TITLE SEARCH EDGE OF ASPHALT • a r.,: r., I IIll . ' --"' , , 'r'' . - .. ' • .:- � } . -,.'_ � . : ,.: / I 4. NO SUE WAS PER ORMED OR REQUESTED FOR THIS SURVEY. 18 12":1-:' '• '..r .' ,6 . ,:., , •' ,_, ,..- ". ,- : •<: . :' ,'., ."; •. i , , -:4 :: . > . -; . ', - :. :.:i ..-:.'',' I UTILITIES SHOWN HEREON ARE BASED N FIELDOBSERVATION U SSO O S O -xx-x-x- FENCE LINE \ . , - _, ,...., . _.. , "F 'i" / I ONLY .. , .. " -. .. CONCRETE .. :"". ..�• t... ' ` , / ! ,: CONCRETE ; 61�.31 ,,. . ,,- _ ..'....., , ;''/ 5. THIS ASBUILT SURVEY WAS COMPLETED UNDER THE DIRECT AND _.. L, : � .'',.,.. , . : , UAL I RESPONSIBLE N IBLE CHARGE F ADAM R. STEVENS, L FROM AN ACTUAL _ _ _ _ ,..:: - - - •, , '' "-' .:' . . .( },. GROUND SURVEY MADEUNDERMY SUPERVISION; THAT THEC :-'. y'/ 1 I Ill IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON SEPTEMBER "...+81�I 11 •' +617.�0: +617.46 :'.`+61.7.29 .'•'% .. : 617.88+:.+617.85 • ':;. +617.89 +617.95 +617.96 �}. .89 „ .. .•; p, �-61716. „..:,. ,.. ]7.00. ;, .•-.616;86', ,-... •'. ..: ,611i.71„ ,+OJF 54xr 8,16,38. 6tl 6.21 25 AND DECEMBER I7 2020'AND THAT THIS PLAT MAP OR DIGITAL T I I.;:.. ,MANHOLE ..y. .. •..:`: >.'.',,,.. ^'':I1. .+e s.1. M •...... .......1' 6. 7 _. :: 1. �, - ,:. ,, :"- ,.. - - ... :. ,.. •. . •.'..,' o.ACCURACY STANDARDS UNLESS OTHERWISE NOTED.INIM :. TRENCH DRAIN , .: INVERTS . .,'. , > , � TRENCH DRAIN .. - , . ', .. - .. , // � . - j I 6. ELEVATION STANDAR INTERVAL: ;. ,`: CONTOU 617.71 17 Rn )1111111111 INACCESSIBLE �' ','' 24" CP -� 1' (INDEX CONTOURS AT 5' INTERVALS) 18" RCP 611.55 617.60 617.71 617.81 617.80 617.78 617.61 617.47 617.32 017.15 . -616.99 616 84 <: 616.68 - 616.54 616.37 61-6:24" ` `'616.07 616.06 7. THIS SURVEY WAS PREPARED FOR DELTA AIRPORT CONSULTANTS. 617.58 - : �J I STORM GRATE INLET DRAPER ADEN ASSOCIATES ASSUMES NO LIABILITY FOR REUSE OR THIS DOCUMENT. , . , .. .. ... , ` _ .:: . . - ..:.- : >: . ' . CONCRETE JERSEY .. ' `':::. II 1 w •, ,, :.. _ ;.:,:: :'.. .. p .. ,. ,. _ 8. PROPERTY LMODIFICATIOINESFSHOWN HEREON ARE PER ALBEMARLE COUNTY • %, ,•c ....:. 1 -, �� BAR ) , ,, I } 11 I rn - ' . :: t e, , ' " 1 \ .%ii� ` �s;616.�3 `. - - 1 I ` DRAPER ADEN ASSOCIATES PROVIDES BENCHMARKS FOR THE 617. 9 O 61 .93 17.88 7.94 1918. 618.00 17. 5 617.8 7.76 617. 617.56 61 .46 617. 616.92 616.84Emmim 616.43 g,32 � 6�6.29 I \ I ` CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS. ELECTRIC' - ----_ / POTABLE WATER ELECTRIC ELECTRIC VAULT POTABLE \ ELECTRIC ELECTRIC ,\� I1 ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE TO 617.71 ASPHALT 8' CHAINLINK �- -O- - O- ELECTRIC r O- `` 1 EQUIPMENT CABINET EQUIPMENT �_ WATER CABINET \ EQUIPMENT EQUIPMENT / 615.08 (TW) / EXISTING CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, + ❑F SECURITY FENCE n'� ., n �I .: II ASPHALT \ VAULT �- \ 614.03 FINISH FLOOR ELEVATIONS, ELEVATIONS ON MANHOLES, 617.64 ❑i 617.90 Y 617.88 617.94 - 617.714� � 617.50 617.33 617.17 © - _ 616.90 616.61 / 615.86 8`4,2b x x x x x x x x x x x- ---x x x x-x � -ems.--x._---x x-x-x x-x x x �L _ ,� _ �r. - -- xTx x�x- �xxxxx�xx x xx-(- _ --+-x- -- _ _ _ _ - -- - / ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS xx - 617.69 \ 616'24 6A {{ 18.26 (TNJ) / 600 27 _ 61 6 ( 599.56 _ H+ 9 .60 617. ) 1 L3 ( ?� - 8 3.18 i61T 16.7 / // (HORIZONTAL POINTS PROVIDED) OR ANY OTHER POINTS FOR FEN 6 7 18 � .618.35 (TWI/ �j / 6A��Il / / / / III- I I -III -I I -III- IMSE RETAINING WALL T-III- 8 P�/C -III-III-III III -III III t -III- J 613.56 I CONSTRUCTION OTHER THAN THE PROVIDED BENCHMARKS - _ / / / / / �, _ - TI_ _RUBBER MULCH-_,T���,-� \ - -� 1V \\ \ \\ 1 I I \ FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS GATE FIT I ` l I l l l c � t '�' / / / / � -III -I I I- I Imo_ III 1 1 III III III- I I -III �"� - - - -/ -III-III �-III-I -I I \ GENERATOR 11 -I I I � \ \\ \ 1 I I I I COULD RESULT IN DAMAGES AND ADDITIONAL COST THAT ARE THE / Ji / / / I / - "' .:11 \ \ I I I CONTRACTOR'S RESPONSIBILITY. / l / / � l l l 1 I // � / +600.16 600.0 (TC) 599.83 (TC) �99.67 (TC) 599.55 TC) \ 599.70 (TC) 599.8 (TC) 59 (T \\ - - - - - P I SWITCH PANEL \� \ 1\ 1 I I I I \I 10. THIS SURVEY IS LOCATED WITHIN FLOOD ZONE X (UNSHADED) t � ` / / / e / / / \� VDOT DI-1 \ w \\ \bVERHANQ ``` I �j �, j'yj �� \� \\ 1 k I I + i�613.77 BASED UPON A SCALED LOCATION OF FIRM PANEL #51003C0140D - 660- - CONCRETE \ \ Il:: '1•t� \ \ \ \ � \ / EFFECTIVE DATE FEBRUARY 4, 2005. THIS FLOOD DETERMINATION / TOP=59S.40 \ _ _ '11: 1•� _TRANSFORMER \ SURVEY �� 6" CURB O ASPHALT - - ^ ` ♦ \ \ \ \ +\/,1i\`�IrnI , IS NOT A RECOMMENDATION BY DRAPER ADEN ASSOCIATES TO INV. IN: 594.87 (8" PVC) �\'0 ` \ \ \ \� �j�-� / NOT PURCHASE OR PURCHASE FLOOD INSURANCE COVERAGE LIMITS \\ INV. OUT: 594.35 ` � `�� \� \\\ \�\ \\ \ \ + \ " (( STORM MANHOLE \ \ `\� ` \ \ \ AND DOES NOT IMPLY THAT THE REFERENCED PROPERTY WILL OR \\\ � \ �� \ \ � \ \/Y \ TOP=612.98' __ \� \� \ + \ I � \\ I\I 1 / WILL NOT BE FREE FROM FLOOD DAMAGE. �% I ��I \\\ ��` \ \ \ \ \ `-1'`' \ \\ ` �`� `��\ \� �\ I \ \ \ \ I I ` 1 I` \ \ \ \ \ \ \ II II \\ \ �\ _ _ _ 1 _ _ 1 +I 11 \\ I I \ \ \ \ I \ \I i 03200-00-00-01 OA1 EXISTING . "11 _l +/ I 1 I \ \ \ \ \ AMVEST \ \� / / 1 \ \ \ \ \ I II 3852 DICKERSON ROAD WORRELL /+ I I \ \\ \ \I i I I i 1 i CHARLOTTESVILLE-ALBEMARLE HANGAR \ \�%%*ft 598.38+ I � � 1 1 11 \ I I I I I III II II AIRPORT AUTHORITY SURVEY _// /I $\ 1 I I I I I I I 1 LIMITS `\ + I \\ \\ I I I I I I Ill I I r/ \\� 1 I I I I I I I I Y \ �XNY/ + ' I I I I I 11 y +/ ` I 11 1 1 1 1 1 1 i II GRAPHIC SCALE \ /� +� � I I fI i 1 I i 1 1 1 1 1 1 it z 0 zs ec :oo \ �I�IL J \ \ PARKING j /+� 8' CHAINLINK ` �\ , I I I , II I \\ ` SECURITY +\ FENCE I I DRAPER ADEN ASSOCIATES REVIEW 1inh= FEET) \\\ �j //�� '\ I PROPERTY SHOWN ERINES II S,�.0, y\1 BASIN #8 \ ALBEMARLE 551.97 (TW) THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: � f COUNTY GIS DATA I I 551.68(TW) NAME: DERECK PERRY SURVEY PARTY CHIEF NAME: ADAM R. STEVENS, LS PROJECT SURVEYOR NAME: CHERYLSTOCKTON QUALITY REVIEWER \\ / 1 G B ONFILLED BAS BASKETS / I I I TOP EDGE OF CONCRETE=556.06 \ -STONE � I I / j TOP OF G5. \"O 552.10 (TW) _ / RATE=5 INV. ORIFICE: 544.96 p0 \ / / I I O _# INV. OUT: 544.59 v � �Ld 6'e� / OCTOBER 26, 2020 0 _ / 551.96(TW) I I _ I I OCTOBER 26, 2020 SEE SURVEY BY DRAPER ADEN ASSOCIATES\\\ BOWEN LOOP ENTITLED I I "AS -BUILT SURVEY CHARLOTTESVILLE - ALBEMARLE AIRPORT \ SURFACE PARKING EXPANSION - PHASE 1" I I \�,� //�/� DATED OCTOBER 25, 2019 9f�" / Y OCTOBER 26, 2020 PROJECT#18020237-010503 1\ :7v O O 6 o ao so 120 I 1 inch = 60 ft. I I I �.� Lie. No. 3089 12/22/2020 6 QTT'PV� w U c t Z .E- 0 c ti L m L (Q • t rwo A?� 4)L O N O 0� W IL 2 > N . . . . s Va E \> o a> a > O ,w c c 4i a o w O E Y a • 2 N I: y cc (� w Ca\���) rs' N �: O Cn N N W Im • $0.4 N av0 sz m M O > a m N M 10 .1 �•5LL� III 1z Q mo O j: r tt , W r 1"1 O O r m l6 N L Oa U N M 4ii a 0� N LL rV ) 1.. w II J z 0 5Q L Z /�J W JX I Lu W J Z JO >- > Q� Q z Cc / Ir W < > !�^ vJ ~J I- < LL J J O _jC > w D G O m Q Er _J Cc I Q = UF--- w Q 5 REVISIONS ,&12/22/2020 BASIN #8 RISER DESIGNED BY: DRAWN BY: ARS CHECKED BY: CAS SCALE: 1"=25' DATE: 10/26/2020 PROJECT NUMBER: 18020237-040503 1 1 OF 2 r-L-miV %D ICC 1 1-4 Cl NOTE: THIS SHEET SEALED FOR AS -BUILT DIMENSIONS IN RED ONLY. SCHEMATIC BASIN 8 RISER DETAIL NOT TO SCALE 11IV. VV 1. 0YY.JJ 89 Lie. No. 3089 12/22/2020 N N OW �U) �a an w 1 J Z QO �c/) LLJ Z m Q J n ax I w w J Z J0 W �rr a- i rr LLJQ U ~ !J v 0Z Q J m Qrr =W Q UF--- REVISIONS ,&12/22/2020 BASIN #8 RISER DESIGNED BY: DRAWN BY: ARS CHECKED BY: CAS SCALE: 1"=50' LLi J J U) LLJ 0 rr _ U DATE: 10/26/2020 PROJECT NUMBER: 18020237-040503 2 2 OF 2