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ARB201500111 Plan - Approved 2015-09-21
M M C7 O O 3 3 1 1 { 1 i I I I i I I i f t 1 1 i 1 I 1 I I I I I I I 1 1 1 I 1 1 I ! I i i 1 i 1 1 I I I I i I I I i 1 i i I I I i 1 1 t I I I I I i 1 I I I i I i I I i I I i i I -1 50% VE SUBMITTAL N0, ISSUED FOR JUNE 20151 RLT DATE I BY XREFs= 32309 -006 TB, 32309— SEALS, VA— BYP, VA— CTP, VA— GJR,VA— WHR,VA— DBE,GR— PT,GR —XPT DESIGNED KC DRAWN LAP CHECKED PROJ.ENGR. - - -- APPROVED 5 E U" 3535 VADNAIS CENTER DR ST PAUL. MN 55110 PHONE 651.490.2000 FAX 651.490.2150 WATT - 800.325.2055 www.sM1nacom NEW 42' HIGH ALUMINUM GUARD RAIL EXISTING GRIT PUMPING BUILDING HAZEN AND SAWYER 4944 PARKWAY PLAZA BLVD, SUITE 375 CHARLOTTE, NORTH CAROLINA 28217 LICENSE NO.: C -0381 RIVANNA WATER & SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY ODOR CONTROL IMPROVEMENTS FINAL DESIGN - NOT FOR CONSTRUCTION r HEADWORKS MECHANICAL GRIT CLASSIFIRE BUILDING FLOOR PLAN THE SCALE BAR I DATE AUGUST 2015 SHOWN BELOW H &S JOB 32309 -006 MEASURES ONE NUMBER INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER 11122ITMdel m E; 15' -6" NORTH ELEVATION 1/8" - 1' -O'• � ........... ..- .,- ....,,,,, -JUVER EAST ELEVATION T DOOR COLOR MATCH TOL METAL ROOF COLOR 1/8" - 1' -0" NOTES: 1 ROOF TO BE STANDING SEEM STEEL ROOF - COLOR DARK BRONZE. 2. EXTERIOR BRICK TO BE GLEN GREY "RICHMOND" EXTRUDED. 3. FINAL COLOR SELECTION SHALL BE APPROVED BY OWNER AND THE AL13ERMARLE COUNTY ARCHITECTURAL RENEW BOARD. 22' -6" SOUTH ELEVATION 1/8" = 1' -0" WEST ELEVATION 1/8" - r -D" FINAL DESIGN - NOT FOR CONSTRUCTION DESIGNED KC DRAWN LAP VADNAIS �N� ST PAUL. MN 55110 PNONE 651.490.2000 FAX: 651.490.2150 WA 800.325.2055 www.sehlnacom Hazen HAZEN AND SAWYER 4944 PARKWAY PLAZA BLVD, SUITE 375 CHARLOTTE, NORTH CAROLINA 28217 LICENSE NO.: C -0381 RIVANNA WATER &SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA HEADWORKS ARCHITECTURAL GRIT CLASSIFIER BUILDING ELEVATIONS THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL DRAWING. DATE AUGUST 2015 NUM JOB NUMBER 32309 -006 CHECKED PROJ.ENGR. 7- CONTRACT NUMBER t DRAWING NUMBER A101 MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY ODOR CONTROL IMPROVEMENTS s = 1 50% VE SUBMITTAL JUNE 2015 RLT NO. ISSUED FOR DATE BY APPROVED TAX MAP 77, PARCEL 21 RIVANNA WATER AND SEWER AUTHORITY. DB 802 -719 PLAT DB 3594 -660 PLAT ZONING: LIGHT INDUSTRY (U) USE: VACANT INDUSTRIAL TAX MAP 77, PARCEL 21A N/F JOHN HARVEY & VIRGINIA S. FALLS DB 700 -314, 318 PLAT ZONING: LIGHT INDUSTRY (LI) USE: MARKET \ CLARIFIER TAX MAP 77, PARCEL 40 N/F CHRISTOPHER M. & JEANNENC. CAR R .ftft DB 1723 -719 DB 2909 -626 PLAT ZONING: LIGHT INDUSTRY (LI) USE: DIST. WAREHOUSE 30' ACCESS EASEMENT DB 342 -197 TAX MAP 77, PARCEL 40 B N/F MPJH INVESTMENTS, LLC. DB 538 -165 PLAT DB 802 -732 PLAT DB 616 -135 PLAT DB 802 -719, 732 PLAT ZONING: LIGHT INDUSTRY (LI) USE: VACANT INDUSTRIAL TAX MAP 77, PARCEL 40 B N/F MPJH INVESTMENTS, LLC. DB 538 -165 PLAT DB 802 -732 PLAT DB 616 -135 PLAT DB 802 -719, 732 PLAT ZONING: LIGHT INDUSTRY (LI) USE: VACANT INDUSTRIAL TAX MAP 77, PARCEL 40C1 N/F YVES DELORME, IIyC. DB 3088 -272 DB 2012 -334 PLAT ZONING: LIGHT INDUSTRY (LI USE: VACANT INDUSTRIAL TAX MAP 77, PARCEL 40N N/F TREM COMMERCIAL RENTALS, LLC DB 2893 -653 LOT 7 DB 907 -684 PLAT ZONING: LIGHT INDUSTRY (LI) USE: STORAGE WAREHOUSE TAX MAP 77, PARCEL 40P N/F MPJH INVESTMENTS, LLC DB 2797 -623 DB 1342 -486 PLAT DB 2182 -118 PLAT ZONING: LIGHT INDUSTRY (LI) USE: SERVICE REPAIR GARAGE OWNER: RIVANNA WATER & SEWER AUTHORITY PROPERTY: MOORES CREEK WASTEWATER TREATMENT PLANT PROPERTY SIZE: 89.46 ACRES PROPERTY INFO: DB 768 -277 (COUNTY) DB 438 -854 (CITY) TAX MAP 77, PARCEL 388 DB 565 -288 PLAT TAX MAP 77 -40A DB 331 -554A PLAT DB 650 -272 DB 616 -135 PLAT TAX MAP 77, PARCEL 22A DB 757 -11 DB 536 -470 PLAT TAX MAP 78, PARCEL 22A DB 639 -193 ZONING: LI (LIGHT INDUSTRY) COUNTY: ALBEMARLE STATE: VIRGINIA MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT d ENGINEER: HAZEN AND SAWYER, PC 4011 WESTCHASE BLVD. SUITE 500 RALEIGH, NC 27540 TAX MAP 77, PARCEL 4OP1 SURVEY: KIRK HUGHES & ASSOCIATES N/F PRICE YOUNG, LLC LAND SURVEYORS AND PLANNERS DB 2182 -115 PARCEL X 220 EAST HIGH STREET DB 2182 -118 PLAT CHARLOTTESVILLE, VA 22902 ZONING: UGHT INDUSTRY (LI) USE: STORAGE WAREHOUSE (434)296-6942 DATUM: HORIZ: NAD -83 VIRGINIA SOUTH ZONE � VERT: NAVD -88 R N,,. EWER EASEMENT, 16, 9$ LAT BENCHMARK: CITY OF CHARLOTTESVILLE .. GIS CONTROL DISK "STATION 13" LOCATED 17.8' NORTH OF THE CENTERLINE OF THOMAS JEFFERSON PARKWAY AT THE e / O INTERSECTION MEMORIALPARK CEMETRANCE TO MONTICELLO 1 r ELEVATION = 520.50' CANOPY ON EXISTING° TERTIARY r 100 YEAR FLOODPLAIN ELEVATION: 330A0' - FILTERS r rr REFERENCE: FEMA MAP 51003CO289D .,�°��,,. -... '"�� •_�• ---'• �. % ' ODOR CONTROL �,: � � �,�, a�.� 4 FACILITY SEE" U r DATED FEBRUARY 4, 2005 " ISINFECTION a r,,.�� . • • _ __ — — — — _ `' FACILITIES WAIVERS FOR DETENTION TRAVELWAY WIDTH AND LANDSCAPE PLAN �•r° (''—'� — — SHEETS M13 & S820 SOLIDS m b a'` •. �'"'- - "" ~/ - —* - -= - ®`� HANDLING a TAX MAP 77, PARCEL 218 REQUIREMENTS HAVE BEEN GRANTED UNDER THE MAJOR AMENDMENT - X_ —' — — — �'�- ` N/F COLLETT M. &EDITH C. TNACH _ �� BUILDING DB 1029 -607 PARCEL Cl REVIEW OF SDP200800100. E7 - .� "^�.. _ - _.> XACKWAS . DB 403 -592 PLAT WA;TE "4 ASSOCIATED SITE PLANS AND REVISIONS: ny.9 Are ZONING: LIGHT INDUSTRY (LI) c� RECLJCWI :<. .. �.;'a J - K r USE: STORAGE WAREHOUSE SECONDARY CONTROL ' 'O V„ °- BASINCKWASH "� �°*� �+'. SDP200800100 (APPROVED JAN 200 . -. �. •. CLARIFIER 3 SLUDGE SECO�AE .4�ND;Yf' I" `"�``� a ( SiRAGE �� SITE PLAN SUBMITTAL FOR THE EXPANSION OF MOORES CREEK WWTP WITH BULK CHEMICAL PUMPING °� BASIN AN ,I SLUDGE PUMPING " F CLARIFIEI( CL KIM 2 ... $ . N PU� ` REGARDS TO THE NUTRIENT REMOVAL IMPROVEMENT PROJECT. 19�iUN / STATION NO 2 STORAGE STATION 3'• �` :. :.. � O `: ~`� SDP201000082 (APPROVED JAN 2011) FACILITY I \ z: SITE PLAN SUBMITTAL FOR IMPROVEMENTS TO THE EXISTING MOORES O` j ��<'���;� ,..�^°°" � "rye, . :_�"� "�'"`�� ''' � ``� `�"' "'"1=F UENT � `t CREEK PUMP STATION AND ITS ASSOCIATED PROPOSED FORCE MAIN. SEPTAGE GRAVITY GRAVITY \ SC;p PUMPING` SDP201200040 (APPROVED OCT 201 �`� a F .. v 00 RECEIVING —I THICKENER 2 ~'"�,� „STATION SITE PLAN SUBMITTAL FOR DIGESTER IMPROVEMENTS AT THE EXISTING :: ..::. . ........ .. .. <�-. I� �08Dj MOORES CREEK WWTP W.._ . ....,xr.N :: 9 .: :. ..g r..l.Y : .. .. ..� .�° �'�•�°"`�. � - ... ~. "•> � SDP201300033 (APPROVED SEPT 2013) SITE PLAN FOR CONSTRUCTION OF NEW RIVANNA PUMP STATION AND — —— .r -- —- C4 INTERCEPTOR TUNNEL s_ WP0200800079 (APPROVED JAN 2009) AERATION BASIN 1 Ell f �•6 WATER PROTECTION AND EROSION CONTROL SUBMITTAL ASSOCIATED WITH BLO AERATION BASIN 2 1 / SDP200800100. BUILDI �1, I ; PRIMA.R.X ,;,______.�, PRIMARY GRIT REMOVAL °° ., WP0201000052 PPROVED OCT 2010 AERATION BASIN 3 CLARIFIER 1:' CLARIFIER 2 � �pyy BUILDING q � I <;, I EQUALIZATION I,� :: :; :' 7 r WATER PROTECTION AND EROSION CONTROL SUBMITTAL FOR AN ADDED HOLDING �' H """ " " °" ° YR'" BASIN 1 r WORK CHANGE ORDER TO INCLUDE AN ADDITIONAL CLARIFIER AND ITS SECONDARY AERATION BASIN 4 MAI . , s ASSOCIATED PIPING TO SDP200800100. POND 2 CLARIFIER 4 SHOP WP0201000066 (APPROVED FEB 2011) BUILDING x "` ~' " "«— BM -4 , INFLUENT ,I• ``� _ • ...- --'- " ®� — — — — I I -- SCREEN WATER PROTECTION AND EROSION CONTROL SUBMITTAL ASSOCIATED WITH d `°°°�- AERATION BASIN 5 — — — _ .° PRIMARY `....:�. °�'.�;°�.`;''..,.. :.. ,.�...,'z.»..n" °�" FACILITY '' ..._. --'' SDP20100082. STEP FEED TER SLUDGE AND STEP FETED I "' r WP0201200060 (APPROVED OCT 20121 p SCUM PUMPING OVERFLOW . -� rr WATER PROTECTION AND EROSION CONTROL SUBMITTAL ASSOCIATED WITH AND VALVE LILT STATION Box FLOW GAT � SDP201200040 ,. GRAVEL ROAD '°. EQUALIZATION OV BASIN 2 (JASNS' " ° -- - WP0201300038 (APPROVED SEPT 2013) STORAGE : '° k ODOR CONTROL FACILITY,` ADMINISTRATION — °�_ WATER PROTECTION AND EROSION CONTROL SUBMITTAL AIZVZONATM WITH HOLDING POND PUMPING STATION 1 1 50% VE SUBMITTAL N0. I ISSUED FOR DESIGNED B TE DRAWN B TE CHECKED BM 1 PROJ.ENGR. BTE JUNE 20151 RLT DATE I BY APPROVED COVER CONSTRUCTION C`;::..' :.::.°Xl.%➢�: Y.::: %M.::n r8 ..APo➢t•L`SHkd�be. . .!✓BA..R�.S':�5+'h ....io,o.wa..w.�,.v..,wvm COMMONWEALTH OF VIRGINIA INTERSTATE 64 RIGHT -OF -WAY VARIES HIGHWAY PLAT BOOK 6, PAGES 39 -42 HIGHWAY PLAT BOOK 5, PAGES 172 -175 ZONING: RURAL AREAS USE: INTERSTATE 64 ALTH oBRIAN YANCEY PORTER Lic. No.041975 ��SIONAL OVERALL SITE PLAN - PROPOSED IMPROVEMENTS N TS s` 3535 VADNA/S CENTER DR ST PAUL, MN 55110 PHONE: 651.490.2000 FAX: 651.490.2150 WATTS• 800.325.2055 www.sehlnacom clz;toma HAZEN AND SAWYER 4944 PARKWAY PLAZA BLVD, SUITE 375 CHARLOTTE, NORTH CAROLINA 28217 LICENSE NO.: C -0381 RIVANNA WATER & SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY ODOR CONTROL IMPROVEMENTS wv. SDP201300033 MINIMUM YARD REQUIREMENTS (MET OR N/A): MINIMUM OF 50' BETWEEN PUBLIC R —O —W AND STRUCTURE MINIMUM OF 50' BETWEEN RESIDENTIAL /RURAL DISTRICTS AND STRUCTURE MINIMUM 10' OFF STREET PARKING AND LOADING SPACE f MINIMUM SETBACK REQUIREMENTS: NONE TAX MAP 78, PARCEL 22A RIVANNA WATER AND SEWER AUTHORITY HEIGHT OF PROPOSED STRUCTURES: DB 639 -193 TO COMPOST YARD _ --- — ZOG: LIGHT INDUSTRY (U) ODOR CONTROL FACILITY: 33' NIN USE: GOVERNMENTAL-BLDG SITE WORK CIVIL ON —SITE HORIZONTAL AND VERTICAL CONTROL DESCRIPTION NORTHING EASTING ELEVATION BM 1 3894603.2360 11494246.0650 331.95 BM 2 3894596.6830 11494966.7400 354.48 BM 3 3894082.4640 11494450.0130 342.63 BM 4 3893801.7120 11494137.2850 373.06 BM 5 1 3893402.6275--1 11493368.5010 360.73 FINAL DESIGN - NOT FOR CONSTRUCTION THE SCALE BAR DATE AUGUST 2015 SHOWN BELOW H &S JOB 32309-006 MEASURES ONE NUMBER INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER OVERALL SITE PLAN — PROPOSED IMPROVEMENTS nRawlNr, 1 1 C2 k ani" 14. SO` BEND AND 12" EXPANSION COUPLING 14^ FA CL 328.251 AI- 14" 90' BEND COUPLING, TYP CL 330.25± CONNECT TO EX 14" FA CL 359.50± PRE—ENGINEERED METAL CL BOTTOM) 328.25± CANOPY, #2 FA LLJJ 14" FA $ECONDARY CL CL 328.25± , 0/\6- 14" 90* BEND GRAVITY' . THIC CL 338.25± IL 0 Ile I (10 00 8" TS 2001 66 all- PARTIAL YARD PIPING PLAN 54" SBE MATCHLINE -SEE M14 FINAL DESIGN NOT FOR CONSTRUCTION DESIGNED BYP THE SCALE BAR DATE AUGUST 2015 3535 VADNAIS CEMER DR RIVANNA WATER & SEWER AUTHORITY SHOWN BELOW H&S JOB xxx SITE -006 DRAWN MEASURES ONE 32309 NUMBER ST PAUL, MN 55110 BRIAN YANCEY CHARLOTTESVILLE, VIRGINIA 651.490.2000 INCH LONG ON CHECKED PORTER PH01VE. CONTRACT DRAWING MECHANICAL THE ORIGINAL NUMBER NUMBER MOORES CREEK ADVANCED WATER RESOURCE [Dvp FAX 651.490.2150 WA 77S' 800.325.2055 4944 PARKWAY PLAZA BLVD, SUITE 375 PARTIAL YARD PIPING PLAN RECOVERY FACILITY 61 1 1 50% VE SUBMITTAL JUNE 20151 RLT www.eMfnacofn CHARLOTTE, NORTH CAROLINA 28217 M13 it LICENSE NO. : C-0381 --I NO. ISSUED FOR DATE BY APPROVED I I ODOR CONTROL IMPROVEMENTS 1. SEE FRP PIPE SPECIFICATION FOR REQUIRED NUMBER OF PIPE SUPPORTS. 2. SEE STANDARD DETAILS 1509434R AND 1509435R FOR FIXED AND SLIDING SUPPORT DETAILS. � LEGEND FIXED PIPE SUPPORT \� SLIDING PIPE SUPPORT (SEE NOTE 2) ,~32309-nC6 nWTp , . . ol .LQ, . . z lw . . q ..l. . . - . . 4.0 ... �n __ _____ . __/_________.____________ I I ,� Z �,i A- ... I- w . . ___ --- = .\ . .r;1%; . . %, 1G, __ ____ - - ___ ___ - _-,!.=_:l ... --A------ _7--777_L_________________ - . . _ ___._._l, l__._._..illl .1==__l____ _ j . . ===-X, " ===_=1=1111�=,�_'Z� l_._______ --- - ___ - _ - ==-n;=-_-r_-- - __ -, - - - - - __ - ___ _ .." ...., I---- _;�� , Y" -- , .=-- - -_ - - - - - - - __ . . . I- - . . )� . . . . 36" SS (BY-PASS I -.=- ��= __ - - - _=`=__zl 1 __ - - - - - -, _ --" - -.-.. - _ __ __ _,_______fr___ __l_______________,________ 'Z� . . , \ . - - . _T,________cr _____ . TN v .,I,V,�e--. ---------- _____ 30" SS (BY-PASS) NOTES: , . . . lv_.. . I I C' =---E . VN _4.,�� * ---L---(("��,."�-:--=--;-=:--_-:-=-,---, MATCHLINE -SEE Ml 3 <3 ..;,.''� , . Z . I , - - - ___ __ I 11 ! 0_..r_______________.______ . . . '* - 14 L . - _________ -----------+------ ____ .---- �� --k, -!-, - !11,41�2& _______ll_______ - __ - - __________ \ " lll�m - I - l _..I.__!lll __ - __ __ - SS ( 1- w � � ______, __ . - - - . ® ... � � , ,�.;��itf- .1"., • • , I 'w . . . . . x -3 ; \ ,5b . --Iil-. - 'IN . . , _. . !?I C, __ 3� ) VI) - .- - _ - - . . 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I *. - *. - ". - , - I * , . * * . , *. * *. - *1 - *. - , * , .* , . , * . , *. * *. - *. - '. - *." * * * * . * . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . * * - - - - *� . . . . . . . . . . . . ..I .-'.I- *. , , . . - I *-.- . . I I . - - .'. *. *. .. - . . . . . . .. .. - - - . I . . . . . . . . . . . . . - - . . . . . . . . . . . . - - - IF . . . . . , . . � . . . . . . . . . . . . . . . . . . . . . . - . . . - .]-' _. * , * * . *. * . * , *1*--*i . - - - .1 . . - . - . , . . I . . . . . . I . . . . . I I I . '. . '. . *. 1. - I - _*- . '. . *. *. - - . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . , . I . A . . . . . . . . . . . . . . . - - I . 11 . . I I I- -, I ? : . - I . . . . . . . . . . r . � . . . , . . . - - - - . __ .1 - - - . . . . - . __ - - . - . 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I . . - . . .. . .. . .. . . .. .. ... .. ..... .. ... . . . , 1. . . . . _. _ �. - ...... . - V--.:- - - - - -1; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . m F__ * . I . . . - . . . . . . . . . . � . , . . . . . . . . . . . . . . � . . . - * � , . . . . . . .� :x t �: a_ I . . . . . . . . . . . . . . . . . . . . . . . - * - - . I . I . I \: ). * * - . . . . . , I , '. * . . . . I . . . . . . �\ V-) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . .... . . . . . . . . . . . . . - -_ + -1. . . I * I - . . . . . *�* . . - - - _. . . . . . . . . . C �x , . . : . . * U - - I.' I - * I . . . . . . . . . * * . . - 4-- - : -1 . . . - - . . . . . . . . . . . . . I . . . . . . . , * I. - - - . . . . . . : . t . . . . t . . . . . . . . . . . . , . 13 , - - - - - . . . . . . . I . . . I _/ . -'- ` * , . . L. . . . . . . . . . . ... , I . . w . . . GATE VALVE . 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I 11 'LlA . . _m . 1. . � 17 1 . . . . . . . . . . . . . . . . . . . , . . . . . . . . . .1 . . . . . -, - - . . . . . . . . . N% . : . . . . . - . . I - . � __ t .- L - - . - � . . - - .A - . . I * , , , * , , * I I . . . . . . . . . . I . . . . . . . . . , . . . . . . . . . , . . . . . . . . . . . . . . . . . . 41 _._ �.\ .. . _. . . .-. . - . . . . . . I . . . . . . . . . . . . . . li s . . . . i � , .. . . . . . .. . . • . . . 11 , - , - I - . - - - - - I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . I", . . . . . - .. � - . . . . . . . . . . . . . . . . . . . . I I I I . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . I I . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . � '. . *. .. . . . . . . . .. . . . . . . . .. .. . . . . . . , . . . . . . . .... . . I . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . t . . .. . . . ,� . .. . . . . . . . . . . , . . . . . . . . . . . . . . . . . . I �i*,A - . . . . . . . . . . . . . . . . . . . . . * . . . .. . . . . . . . . * - . . P 'MI-11 * - . Ivi ..� * * . . __ ______ . . . . . . / - . m . . . . I f . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . PRIMARY CLARIFIER NO 1 * ' ' * - -'- * .. . , PRIMARY CLARIFIER' �, I �,p . . . . . . . . . . .1. I V • . . � . . . . - ► . . . . - , * . I I- 40 -14" 90* B.1 � * * * ' . . . . . . . * *. *. - ' . - . . - . . - . . - * . . ' . . * . ' . - . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J_ - _:I_._.___ I. . . . .1. 2 . . . . . . . ", * .. - ; .. . . . . L EL 374.00'-- !- - - - - . _. '. - - - .. *. _. -. -. -. - - . . . . . . . . . . . . . . . . . . . . . .. . . . _. - I - ., * * A. i . . . I li . . - * - _l_T_ . . . . . - IF . i * � - �. i . . . . . . . . . . . . . . . . . . . . . . . I , . (200) . .0 (200) . . . . . . . I I - - __ * -T"- , I.- - __ . . . . . • . . . . . aA .tn I . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . I . � . . . . . . . . . . . . . . u. . Z , * * . 101- - - - * g v. �. . . . . . . . . . . . . . . . . . . . . . . - - i- 1�, � *11 u . . . . - I . . I - V * I - + - - . * I . I - - ..] . . . A. ,., ; I .. . �� I - I .11. J * *. * * .*' *-.'.I I C . . . . . . . . , . .. .. . w . . . . . . . S . I CL EL 354.00 . . . . . . . . w . . . . . I . . . - - . . I . . .. . . . . . . . I . . . . . . . . . . . � . . . . . ------ ::; I , ��%, 1)", - - - . . . . . . . . . _. . ��l . . . . .. , . . . . - . . . . . .. . . . . . . . .. *. 1. - - - - - . * - - - - - . . . - - - - - - . . . . U) 1. 11 � I I L 48" PE '', , . . . . . . . . I . :: .. . . . N . . . . . . . . . . I . 1. . . . - . . . . . ... . . . - . . . . . . . - - . . . . - . . . - - . . . . .. .. .. .. . . . . . . - . . - - . . . . . . . I . . . . . . . . I 1, . . . . . . . . . . I . . . . . . .1 . .. . . . . . ': . . . . . . . . rl,14 . . . . . . . .. . . .. .jl I - - - '. . . . . . . . . . . - lz� � -===m N . . I---- . , . . . . . . .x --- . - , _____ .1. " J it, . . . . �" . . . . . . ' A * 'k . . . . . t -A'AXT,17� . . . I . p'p . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . , " * . . . . . . . .., . . . . . . . . . . . . . . , . . . . , , . . .. ., f- . . . . . . . . . . . . . . . . . . - - - I I .; lk, . . . . . . . . . . . . . .1 . " �, I . . . . . . . . . . 01 0 ". � . . I Wills I . . . . . . , . . . . . . --I-- __ J.-__ - �11 I % . . . . . .. . . . . . . . . . I . . . � I � . . . . . . . , L '. . *. . . . . . . . . . . . . . . . . . . . . . I x . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . - IL - . - ILu 1� -, . - . . . . - . . . . . . . . . . . . . . . . . . . . � , " . I ,*x . . . - - _q, If' . -,, . . . . . . . . . . . . . . . . . . . . . I . • • • . . . . . . . • . I - 7-ir - - - ��" _.: - . . " , q,."� �' -A , �, . . . . . . . I 2 . 11- ..;; op- . .- - . -=:;: . . , - �.l " ----.,------ . . . . . . . ...... I ' jl&k =: = = ; 1,�" - , , 31' S . . . . . . . . . . . co ll�M A� U , . . . . . . . . . . . . . _ . I , (O - I---- 1 I __ .` � "l - %mr, , - . . , ` " . I _. - - - - - - . __ . - I I .1 I ..... -1 . , * * 1_-:;,;l , - * *11� - . ____j . . . . - .11 8" SC �� ��, /"i w - A . nv- _- .. - ** - . v,7&w"rM .. "_li3�--________ _-4--1 I I I'. - - - . . . - . . - - - - - . . . .. .. - . . . . . . .. - - . . - - - - . . . _.... - - . . . . . . . . . . . . • I- - . . A 7,7v: ....... ., . . . . . . . . . 4mN . . 1� -� �,4 . -- , � - i -'.- . *_ -_ � .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . I . . . . k_l� � i . =Z- - -.11-an 1- -_ -_* t� - _- _- - - ��o . . . . . . . . . . . . . . . . . , "iw�__ * - - - - . . , . . I I , . . , . . "a, . , . - -.-- � I I I , . . . . ;1�f -� .4 1 11 - . . . . . . . . . . . . . � . . . . Lu �� ,A � ii � . . . . . . . . . . . . . . . . . . . . . . . . . F. . .. .. ..... ....... . . .... -k 1/* , ., ,,� . . . . I Y/ fl- -If . �00 ;; ,, Tp, W, 1, , )I I . . . . . . . . . . 1: , * **. - - .: " .. . . . . . * • , , - � - 0 . . - I .1 � . . . . . . . , . . . . . . . . . . . . . . . . . - . �,- . . . () � - __ � Qw . • . . • . . . • • . . . • . . • -------.-- ;;;A - ,,--I-..-- -ill - - . . N_* . . . . . . . . . . . . QQiQ:9 - - - - _=_.==_= - � . _* - -----I . . . . . . . . . . . . . . . • • . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F- . . .. :� -VI q - ______.___ I ,= -=;:-. . . . � . . . . . . . � . I . . . . . . . - - - . . . . . . . . . . . . " -- __ - . . - - - - - . ___ .-------- , . .SEE DWG M 1,61 . . - - . . . . �.... . . . I . . . . . . . . . . . - 4 - _. ---.------ - : cm pAq . . j_ . . . I . . . __ - - -= I . - - . . . � . • . . . . . . . � - . I . . . . . . . . . . I hw - . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . 2 . - . - . . . . , , , "' i `�<=_, = _-- " - __ - - __ - - - __ --- � - _1 - -- -1 - . � __:��7,=== --- 8 . . . . . . . . . . . . . . . . . . .. - - - I I � . i . • . . . . < , . - � - . , . . , . . , . . . . , . I _,,__ __ , . . . . . . . . . . . . . . . . . . . I I . I . . - _�*i . . . . I . . i - " --,; � _- - .; ::;;7 , , * * I . . . . . . . . L----,- _.______________________l_ _____ -, - . . . . . . I . - _ � 1�z'�. -,Z_ ._ __ .- ____ ___-9 . . . I j__j ------------------------------ A:_El . i - - - *1 * - - . . . i *_1 - , . . :�r .1 I— 54" PTE .11 1. - 1. , . . 1'. , , * - - . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L_ 1 1/2" �W N .I-- 3j . . . . . I . *. 1. .. - - - • • , * - - - • .,. *. * - - - .,. *. *., * - - . . • • • . . . . • � • • . . . . . . • • . � . • . . , • . • • . i 66" PE __ A . . . . . . . . . . . . ---I-,.- 1012 .-� 4" F . � . . , . . . . . . . • . . . • I . . • . • . . . . . • . . . . • . . . . �_ - �_ __T__[___*____ i _ - 2" D --t*- 1 O" FA ___� .'' I-- . w I . . � . . . . . . . . . . , . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . I ��'. ��I= =;7_._._=� �__`.,,___-_.,=:_ .;=r=rm.Z� I . . . I i __ __� 4 - -I'm-11 _ FA - . I. " * , * * • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . '. . '. . . . - � / .- 24 "X10" RED ___11111 < 2 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ui - b- Id- � . CD . ^ . . . . . . . . . . . . � . . . . . - - - ---- ___ I .91a.� ......... ___ - _�__ lll;,,r� - - ,- � F ___1_11 '',',''"I'll'' LQ - - - - - - %�_ - - - - - -��� . . . . . * ,-.:. ��%-�. ��- m �: I 1_� - . . . . . . . . 4_11 _ . - - - . . * . . I I U- _�_L�� ___*._4.__ : c CL EL 354.00 .-I -I- . . 1�1��' � . . . . . ; to ,d- , , I - . . . .L-t �.�_L._ _;�_:_� - -..: - %.-- __ --'-,-,-. . . o __ 1-1 I 'I. • . . . . . . . . . -177 - = - . . . . _. . . �� 17� _:__,_,____% . , . . . _... 04 \_ 1 0%6" TEE .-I _____ - . ....... . m . _-----.;� . �� � - , . ,--.--, -, � . . , . 30%24" TEE ,,,,11 , . . .1. � � - . I . . ]I- - - - . . . . . . __ . . . . . . � . . . I . . � . . . . . . . . ii - - - . 36" SF CL EL 354.25 A* . . • . . • . . . . . . • . . . . . . . . . I . Il. - .. - - - - - � - - • • - . . CL EL 354.00 36" SF 36" SF I . . . . . . . . . . � - 1. � - - - - I -1 . - __ - ___ - _ I u I . . -------- ,---- . _ C) .. .. .... .. ..... ... . .. .. .. . . . ---=,T-------- .,-,----,.----- -------- __ - _____________ e��__ - __________.______.__._l __ . . . . . . . . . . . . . � . . . . . . . . . . . . . . . 1117_1� 2 . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - 11 30"X24" RED .1-1 "I I _.L; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 . . . . .11 - .ml - . . . r-T-7". -11. 7. 1 0" FA L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t . . 1, _____ l __ I . . . . . . . . . . . . . . . . . . " A . . . . . . .. . . CL EL 354.00 1-1 _� � CL EL 354.25 1 - . - . - . . . . . . . . . ., . . . . . . . I � , , , , . . * , , * . . . . . . . . * , :,..,:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NG c - .. .. .. . . . . 1" MS, 4" C&*[ . . * _.... • . . ... . . . 1" MS, 4" CASING I � _- _. . . . .,. .,. . *. . .. _. .., ..* -.,. .*. . *. . .. _. .. _. - - *_ I .. • • . . - . . . . . . . . . . .,. .1 . - - _. .. _. .. ..*. . * - . - - . . . . *. .. - _. _. .. _. -.1 ..- - - ., .* .". .*. .. _. -.-.,..-. . . . . . • . . . CONTROL . . . . . I . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 . . --:I.-..- \ I I . . . • , . . . . I . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . .-. - .. . . "" .,. , I \--RELOCATE 1 " *. ... I . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. I ... . • . . . . . . - '.. . . . . I ... . . . . 1 (820) - - . . . . . . .. I __. - .. I . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . • . . . . . • • • . . . • • .. ... . . . . . . • • . . . I . . . . . . . . . . .1 - - • . . . • _ .. . .. 9� MS, 4" CASING 1 3:1 . � . . . . . . . . . . I . . . . . . . . . I I . . . . . . • . . - - I . '. . . . - . . • . . . . . • . .. . . . . , - I Lil ....... . . . . . . . . . . . . . . . . . . • . . . . . . . • . . . . .. . .'.EQUALIZATION. BASIN. NO'.2. . . . . . . . . . . . . . . . . . . • . . 1. . . - .. - .N� . . . . . � . . . . . . . . .. . . . . * * , * , . . . . . . . . . * * . .. I- 1;1 . . . . . . . . . . . . . . . . . . .... . . . . . . . . . 2 . ..... .. - - _ - p - I , . . * . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . . (1 6q)- _. .. _. - - - . . _. _. . � . . . . _. . . . . . . . . . - . . . _T1__.___l_ ------- ____ I --- I.- _� I I .. -...... - . - '- . - . - • - . • - . . . . . - . - . - . - • - . - . • . . - '- . - . - � - . . - . . - . . . . '. . - . - . - . - . . - . . - . . - . . . -, . - . - . - . . - . . - . . - .. . . . . . . . . . . • • . ... . . . `•' . .... • . . . . . . . . . . . . . . . . . ., . . . . . . . . . . .. .. . ... . . . . • . . . . . . . . • - . •. . . . . . . . .. .. I - - - • . , . . . . . . . . . . I I ." ., ., • . * • . • . . . . . . . � . . . . .. . . . .. . . . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . .. . . I � .. . . . . . . 24" FA - • • . . .. - . . I . . . • • . . . . . . . . 1. . . • . . . . . . . . � . . . . . � � . . . . . . .. . . . . . . . . I . . . . . . . . • . ....... . . CL EL 354.25 1 1 , . . . . . . . . . . . . . . . . . . . . . I I I - • - '. '. . . .... . . . . . . . . . . . . . • . . . . . . . • . . . . . . . . . . . . . . . . . • . . . . . . I . . . I . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I . - . - . - . - . . . . . . - . - . - . - . - . - . . . I . . . - . . - . - . . I ..... . I . . . . . . . . . . . . . . . . I . . . . . . , " 12'I D , . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . .. .. .. . � . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . I . . . . . . . . . . . . . . . .. .. . ... . . � . . . . . . . . . . . . . . . . �. f . . . . . . I ,./-'� CANOPY #3 _� . • . . , . . . • . . • . . . . . . . . . ........... . . '. . *. � '. . '. . *. . '. . , . '. . . . .. .. . . . . . . . .. . . . . . I � `-,,,--,�-�� PRE-ENGINEERED I `�� '1� 06 1 1 , - , .. _. - . - . . . . . . . ...... . . . . I . . ........ . . . . . . . . . . . • . . . . . . , • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • . . . . . . . . . . . . . . • • . . . . . . . � . . . . • . . . . . . . . . . . . . . . . . . . . . .. . . . . . I 1_1_,_N METAL CANOPY . . . . . . , . . . . . . . . . . . . . . . . . • . . '�\ ll�_��_ll I I . . , . ." . .. . .- . .. . . .. . . - . . - . . . _. .. .. .. - .... . . . . , . . .* . . .* . .- . .- . . . . . . . * . . , . .* . .* . .. . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . - . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . '. . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . , . . . . I .. . .. . * . , . , . .. ... ..... ..-... ..... . . . • - - . . . . . . . . ...�. . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . __ ... ... .. .. . .. ., .. I . . . . . . . . . - . . . . . . . . , . . ..... - . - . - . . . . . . . . . . . . ......... . .. . .. . . . .. .. .. .. .. .. . . . . .. . . . . . . . . . . . . . . . . . . . . . 1\ I . . . . . . . � . . . . . . . . � . . . . � . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . I . . . . � � . . . . . . . . . . . . .:. *. . . - . . . I- . . . . . . . . . - . - . - . . • . . - . - . - . . . I . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . • . . . . . . . . .... . . . . . . • • . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . I __�_-1 I - - - - - . - . - . - . - . . - - - - . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . .... . . . . . . . . II. . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . .. . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . ...... 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I YANCEY . VIRGINIA m - 0 BRIAN .1 ST PAUL, MN 551 10 A .. 101 _ INCH LONG ON C) 11 : I .� ..., , I- . , . PORTER :.::: . "I, "I !�: ... : PHONE 65i.49amoo I....... .:: ::::::: : . MECHANICAL .. CONTRACT DRAWING < , - - , - MOORES CREEK ADVANCED WATER RESOURCE THE ORIGINAL NUMBER NUMBER y ov 10 FAx 6&.49=50 I LD I P ,.,� 041975 HAZEN AND SAWYER PROJ.ENGR. - ,_ Lic. No.041975 DRAWING. H IMAM 800.325L20M 1 4944 PARKWAY PLAZA BLVD, SUITE 375 -1) RECOVERY FACILITY PARTIAL YARD PIPING PLAN 0 1 50% VE SUBMITTAL JUNE 2015 RLT_ www.sehfnc.com CHARLOTTE, NORTH C LIN28217 1 M14 T NSE . C-0NO. 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I w. ! f l I I I . ....�. _ _ �...� .. 8.A _ . . _ ._ CL (TOP) 371.25± I I 3" 5 CL (BOTTOM) 356.37± I ( ! ! •�� ••'••-• �•'�••- •`.'�•'•.'•`.�••`-'�• -'. � I I � !f �� III I I' . , . .... • • .. , , • • ... • , I N.I ,.a�,M....:N •.•' r-'••` .'•'�•'•'•.'''•••- •�.•'''••••.• I II I ! �,II� III � II I I� I� �I V) i I I I I N I l I f I m " I LLJ GRIT BUILDING ! I EQO.ALIZATION -BASIN �. .(160). T I I 7P ,�D°� II �a j.� ! ! ............. Z I GRIT REMQVAL ! I �! IM _ J -14 .46. KND- • L...ti_ � � _ � ! ! _ CL' 371.25±. , ! ! G °° SD N- d d I ;, 4 4•�es , Q 2 =14" 90' BEIVp` t EW CL -k r-) 383:50 ±. '. ` . I I GRIT - - - • I. I REMOVAL CL (BOTTOM) , 371.25± I BASINS Li - ( I G C. PAD I' 'E1 DWORKS 1 ! F CIUTY SEE.O,WG- M121 I .. —. .. 18" FM I I I _-� 4„ EW m. EQUALIZATION BASIN. 2',' I I f I (160) I� f I I ! I 10" S0 fl II r J, `®�""��'�"i�t°i°°«,....�p� 1 V� E� ,.�,� .m�. }�. 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MECHANICAL INCH LONG ON CONTRACT DRAWING I THE ORIGINAL NUMBER ABND �..., 1/2 "� PW .® �,. �. �. �,. .��..„�,,..���..........._�,•,I DRAWING. a. a..... �a., �m.®.. �.., A. a. .,.�...,�,.��.®e_��._.�.....�., �1 M15 ODOR CONTROL IMPROVEMENTS !j� I I u; Qw� I I ' j CN I N I •��„ I !I �f j.� ! ! ............. Z I GRIT REMQVAL ! I �! IM _ J -14 .46. KND- • L...ti_ � � _ � ! ! _ CL' 371.25±. , ! ! G °° SD N- d d I ;, 4 4•�es , Q 2 =14" 90' BEIVp` t EW CL -k r-) 383:50 ±. '. ` . I I GRIT - - - • I. I REMOVAL CL (BOTTOM) , 371.25± I BASINS Li - ( I G C. PAD I' 'E1 DWORKS 1 ! F CIUTY SEE.O,WG- M121 I .. —. .. 18" FM I I I _-� 4„ EW m. EQUALIZATION BASIN. 2',' I I f I (160) I� f I I ! I 10" S0 fl II r J, `®�""��'�"i�t°i°°«,....�p� 1 V� E� ,.�,� .m�. }�. 'k.,�a.,dn�J`:A ' �., �. a,. �!,,..,, ��.... �._,... �,.—,.. .,._._..,.�.e..•,,._.w....,...� �r- �'•'•`�'"'°°"�^ CONC. PAD 18" FM CONIC. PAD ° 1 I u !� 1 i J Q 9 N DESIGNED ° I r DRAWN DAD CHECKED PROJ.ENGR. BYP 1 50% VE SUBMITTAL JUNE 2015 RLT NO. ISSUED FOR DATE BY APPROVED Ts= 32309 -006 TB,32309— SFALS,SW —PP,HS WWTP FINAL, SW— XPP,PC— PT,VA— BYP, VA —C FP, VA— WHR,VA— DBL,VA— HU,SW -51 �ALTH � o BRIAN YANCEY PORTER Lic. No. 041975 . ��SI�NAL E��1 a E -yu L n ADMINISTRATION BUILDING 0 DA RTIAL YARD-RI PING- .riPPLAN- .... ....... . . . 1:20_XREF 3535 VADNA/S CENTER DR ST PAUL, MN 55110 PHONE 651.490.2000 FAX 651.490.2150 WATTS 800.325.2055 wmeeh/nacom ■ [7 I( HAZEN AND SAWYER 4944 PARKWAY PLAZA BLVD, SUITE 375 CHARLOTTE, NORTH CAROLINA 28217 LICENSE NO.: C -0381 �9. as NN 0 L7 a i �r f LEGEND ® FIXED PIPE SUPPORT 17 SLIDING PIPE SUPPORT (SEE NOTE 1) ENGINEERING 1 OFFICES- 1 20 10 0 20' •—..i ��� 191- 201_0n FI AL DESIGN - NOT FOR CONSTRUCTION RIVANNA WATER &SEWER AUTHORITY NOTES: THE SCALE BAR DATE AUGUST 2015 H &S JOB 32309 -006 1. SEE STANDARD DETAILS 1509434R AND 1509435R CHARLOTTESVILLE, VIRGINIA �--,, FOR FIXED AND SLIDING SUPPORT DETAILS. 0 L7 a i �r f LEGEND ® FIXED PIPE SUPPORT 17 SLIDING PIPE SUPPORT (SEE NOTE 1) ENGINEERING 1 OFFICES- 1 20 10 0 20' •—..i ��� 191- 201_0n FI AL DESIGN - NOT FOR CONSTRUCTION RIVANNA WATER &SEWER AUTHORITY THE SCALE BAR DATE AUGUST 2015 H &S JOB 32309 -006 SITE SHOWN BELOW CHARLOTTESVILLE, VIRGINIA MEASURES ONE NUMBER MECHANICAL INCH LONG ON CONTRACT DRAWING MOORES CREEK ADVANCED WATER RESOURCE THE ORIGINAL NUMBER NUMBER RECOVERY FACILITY PARTIAL YARD PIPING PLAN DRAWING. 1 M15 ODOR CONTROL IMPROVEMENTS REMOVE EXISTING SIDEWALK AS SHOWN T 0 n J Q T 00 00 L co 11' -5" DEMOLITION PLAN 3/8" = 1' -0" x C 12' -8" TOP PLAN 3/8" = 1' -0" FINAL DESIGN - NOT FOR CONSTRUCTION DESIGNED RDP o��ALTH yj $ R IVAN NA WATER & SEWER AlJTHO R ITY THE SCALE BAR BATE AUGUST 2015 SHOWN BELOW H &s Jae 32309 -006 SPR �� >' 3535 VADNA/S CENTER DR NORTH ODOR CONTROL FACILITY BRAWN MEASURES ONE NUMBER T o CHRISTOPHER .- ST PAUL, MN 55110 CHARLOTTESVILLE, VIRGINIA U .<< INCH LONG ON CHECKED T. PHILLIPS PHONE: 651.490.2000 CONTRACT DRAWING r FAX: x51.490.2150 - MOORES CREEK ADVANCED WATER RESOURCE UCTU RAL THE ORIGINAL NUMBER NUMBER r PROJ.ENGR. BYP p Lic. No. 33796 W� HAZEN AND SAWYER o c�, WATTS 800.325.2055 4944 PARKWAY PLAZA BLVD, SUITE 375 PLANS DRAWING. 1 50% VE SUBMITTAL JUNE 2015 RLT ��'�� ��ti www.sMfnc.mm CHARLOTTE, NORTH CAROLINA 28217 RECOVERY FACILITY 1 S820 NO. ISSUED FOR DATE BY APPROVED IDNAL LICENSE NO.. C 0381 ODOR CONTROL IMPROVEMENTS n, XREFs= 32309 -006 T8, 32309— SEALS, VA— BYP, VA— CTP,VA— WHR,VA— DBE,VA— BKJ,XOG —PT O I i� n cl a 0 0 a r m 0 a O� �v 12" 12" 70'-0" T� i f 12" 12" 6 1 50% VE SUBMITTAL NO. ISSUED FOR JUNE 20151 RLT DATE I BY XREF9= 32309 -006 TB, 32309 - SEALS, VA- BYP, VA- CTP, VA- WHR, VA -OBE, VA- BKJ, SOC- P T DESIGNED BYP DRAWN K WG CHECKED PROJ.ENGR. APPROVED ALTH oi7� o CHRISTOPHER .- �' T. PHILLIPS BYP Lie. No.33796 ��SIaNAL " 3535 VADNA/S CENTER DR ST PAUL„ MN 55110 PHONE.• 651.490.2000 FAX 651.490.2150 WATT- 800.325.2055 www.sehfnc.com TOP PLAN 3/8" = 1' -0" HAZEN AND SAWYER 4944 PARKWAY PLAZA BLVD, SUITE 375 CHARLOTTE, NORTH CAROLINA 28217 LICENSE NO.: C -0381 RIVANNA WATER &SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY ODOR CONTROL IMPROVEMENTS FINAL DESIGN - NOT FOR CONSTRUCTION SOUTH ODOR CONTROL FACILITY STRUCTURAL TOP PLAN THE SCALE BAR DATE AUGUST 2015 SHOWN BELOW H &S JOB 32309-006 MEASURES ONE NUMBER INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. ¢ m 0 ¢ 0 5 ¢ 0 0 r in 0 w hl I NOTES: 1. PRE - ENGINEERED METAL CANOPY DESIGN, MATERIALS, TRIM, COLORS, PAINT, ETC. SHALL MATCH THE EXISTING PRE - ENGINEERED METAL CANOPY LOCATED AT THE BULK CHEMICAL STORAGE FACILITY. 2. FINAL COLOR SELECTION SHALL BE APPROVED BY OWNER AND ALBERMARLE COUNTY ARCHITECTURAL REVIEW BOARD. nnr r.�niurrnrn ..rT., "•NOPY, 10535 IYP EL 371.00 #7 @8" EF, EW EQPT PAD #7 0WLS 0331600 ®8 ", EF —� EL 364.00 s N N 1 50% VE SUBMITTAL IJUNE 20151 RLT NO. ISSUED FOR DATE BY CREF9= 32309 -006 TB, 32309- SEALS, VA- BYP, VA- CTP, VA- WHR, VA- MENA- BKJ,SOC- S01,SOC -S02 1 2' -0" TYP DESIGNED DRAWN — CHECKED PROJ.ENGR APPROVED B YP KWG #708" EW, T &B SECTION B 3/8" = 1' -0" S830 O� �ALTH op P C) CHRISTOPHER u T. PHILLIPS Lic. No.33796 Z� ��SI�NAL 2 %� Sf MHj I N 1I` 1 #7@8 ", TYP 3535 VADNA/S CENTER DR ST PAUL„ MN 55110 PHONE: 651.490.2000 FAX: 651.490.2150 WATT.' 800.325.2055 www.sehfnc.com SECTION A 3/8" = 1' -0" S830 12" MIN #57 STONE SUBGRADE COMPACTED PER SPECIFICATIONS Hiz�/gmn HAZEN AND SAWYER 4944 PARKWAY PLAZA BLVD, SUITE 375 CHARLOTTE, NORTH CAROLINA 28217 LICENSE NO.: C -0381 RIVANNA WATER & SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY ODOR CONTROL IMPROVEMENTS PER SPECIFICATIONS FINAL DESIGN - NOT FOR CONSTRUCTION THE SCALE BAR DATE AUGUST 2015 SOUTH ODOR CONTROL FACILITY SHOWN BELOW H &S JOB 32309 -006 MEASURES ONE NUMBER STRUCTURAL INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER SECTIONS DRAWING. 1 S831