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Home My WebLink AboutARB200800092 Plan - Approved 2009-03-23V RIVANNA WATER &SEWER AUTHORITY CITY OF CHARLOTTESVILLE, VIRGINIA MOORES CREEK WASTEWATER TREATMENT PLANT GENERAL COYER SHEET ARB PHOTO LOCATION SHEET ARCHITECTURAL BOILER FACILITY A781 TOP PLAN AND ROOF PLAN A782 ELEVATIONS CIVIL SITE WORK C1 SITE WORK GENERAL EXISTING CONDITIONS– DELounON C2 SITE WORK GENERAL PROPOSED ILIPROYEIIENTS C11 PARTIAL SITE PLAN- FINAL GRADING DRAINAGE AND EROSION CONTROL C19 PARTIAL SITE PLAN- FINAL GRADING DRAINAGE AND EROSION CONTROL LANDSCAPING MODULAR BUILDINGS L1 LANDSCAPE PLAN NUTRIENT REMOVAL IMPROVEMENTS RFB NO. XXX FEBRUARY 2009 DIRES CREEK LSTE.VVXTER TMENT PLAN 73 VICINITY MAP gEp,LTH a,`P'TH acDI,p RONALD L CHARLES T. TAYWR AND q JOHNSON PO tic. Nc.24849 HAZEN A \ D SAT 1 1 ER PO Lic. No. 40 tO Environmental Engineers & Scientists { G 0 L 6 4011 West-hose Blva, wcleigh, !forth Carolina 27607 jONAL B p u 3 ZS /01 u. wm O I— Cn O U Ir O L- NN D U) f m ft l J f Ac t - _ 9 - • M ., a .•. \ ( /.`.`' ,+ •'\ .,.,, (( / • . N —J_ -- _ _ ® t \` `............- -:a°v"" \ • ter // i 4 a \ r J r 1 I i - i - -- TtL........._. .... NOTES: SITE PLAN 1'= i00' -0' DESIGNED ” &s H &s THIS DOCUMENT ORIGINALLY ISSUED THIS DOCUMENT ORIGINALLYSE ISSUED FOR CONSTRUCTION AND SEALED BY FOR CONSTRUCTION AND SEALED BY RONALD L TAYLOR, UC. NO. 24649. CHARLES T. JOHNSON• L1C. NO. 43610. THIS MEDIA SHALL NOT BE THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT CONSIDERED A CERTIFIED DOCUMENT F' IV7 'VT / y YJ H' x711 /.E \ ANDD At ERiJ11LJLaLL1x111111 Environmental E R Q I O e e r S& Scientists 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 RIVANNA WATER & SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA SITE WORK GENERAL EXISTING SITE CONDITIONS - DEMOLITION THE SCAB BARTHE BELOW MARES ONE INCH LONG ON THE ORIGINAL DRAWING. DATE FEBRUARY 2009 HkS JOB NUMBER 31037 CONTRACTNUMBER q DRAWINGNUMBER C1 4 ARB AMENDMENT 2 -2009 RLT CilEp(mCHECK MOORES CREEK WASTEWATER TREATMENT PLANT NUTRIENT REMOVAL IMPROVEMENTS 3 CONSTRUCTION 2 —zoos RLT pROjENDR. H &S 2 DE0 FINAL APPROvAL 2 -2009 RLT 1 DEO REVIEW SUBMITTAL 8 —zoos RLT N0. IS9/fD FOR OAIE BY APPROVID r: t n a g 100' STREAM «.`° `"'.`..,, ,,,,,,,.,.• y 100-41111 FU)OWLAN 2 i y / :A .,r,• fib 1..• A1p nLwo i ~• - F IR'{ FACM 1 SfAtll - i mouemorm S i lnow L 1faDSe Foe Am~ t, A\ T qx awl FAIMY £' FIe1MY , alYeow," - fAleLila on w RR Ba po ial Know rm 2" I wnu I on 5' 6Me1 r1elKtr t ) t \• Yc G A" =w aIK1fAlO1 M aAl11w nn ua ottmcr.' MRAIMaoeeffAE1lr1' tae n1At.w ar mucun as anon M am Nx SWIlm UL t I w OMIT N 10 SOWN NOW^ M VALAF M M 001WRLLM d IN nUM ILL gift Il..a• ODOR Win LO„FLOW',10„ LA91 tON Aaease 01ZM 2 01 M7on NOTES: l J N% S1OIAaE PHASING LEGEND J` PHASE I NOTE COLORS LISTED BELOW M MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS BRICK VENEER - MATCH EXIST ADL N BLDG METAL ROOF & TRW - DARK BRONZE GUTTERS A DOWNSPOUTS - DARK BRONZE DOORS - DARK BRONZE WINDOWS - DARK BRONZE LOUVERS - DARK BRONZE HANDRAIL - ALUMINUM/ MILL FINISH PHASE II tae n1At.w ar mucun as anon M am Nx SWIlm UL t tl(/ OMIT N 10 SOWN NOW^ M VALAF M M 001WRLLM d IN nUM ILL X ODOR Win S ARB AMENDMENT RIVANNA WATER & SEWER AUTHORITY aaaf BE N "5 ' Y ZpD9 Ye C L R LEGEND ELECTRICAL SWITCHGEAR NOTE: COLORS LISTED BELOW TO MATCH BUILDING- r EXISTING ADMINISTRATION COLOR y •. w+m -" / SAMPLES M BE FIELD VERIFIED WITH EXISTING BUILDING COLORS OWNER AND ARB TO APPROVE FINAL SELECTIONS SITE WORK BUILDING - PANT TO MATCH EXISTING ADMINISTRATION BUILDING COLOR LEGEND X-- MODULAR BUILDING NOTE COLORS LISTED BELOW TO MATCH DOSTING ADMINISTRATION BUILDING. COLOR x SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND AM TO APPROVE FINAL SELECTIONS eE" METAL WALL PANEL - PAINT TO MATCH AM AIEW IENT -2 EXISTING ADMINISTRATION BUILDING w METAL ROOF - M REMAIN METAL TRIM - DARK BRONZE (TO MATCH e ' ADMINISTRATION BUI DING TRIM) NOTE COLORS LISTED BELOW M MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS BRICK VENEER - MATCH EXIST ADL N BLDG METAL ROOF & TRW - DARK BRONZE GUTTERS A DOWNSPOUTS - DARK BRONZE DOORS - DARK BRONZE WINDOWS - DARK BRONZE LOUVERS - DARK BRONZE HANDRAIL - ALUMINUM/ MILL FINISH DALE I M r-w-r S RIVANNA WATER & SEWER AUTHORITY aaaf BE N "5 ' Y ZpD9 MOB SITE WORK 31037EANDSAWYERCHARLOTTESVILLE, VIRGINIA MEASURES ON eE" s AM AIEW IENT -2 32009 xr Environmental Engineers 8 Scientists CIVILCARBMDIDIENT2-2009 IlT 111E ORK>NAL W 3 CONS71LCIM 2-2009 iKT pRogaoR. RLT 4011 WestChose Boulevard, suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT ORAVNG FINAL ROVAL T Raleigh, North Carolina 27607 PROPOSED IMPROVEMENTS A C2FEY SO NUTRIENT REMOVAL IMPROVEMENTS DALE I M FLOODWAY ZONE AE i TAX 77, PA 21 N/F NKLIN S T LAND DB -709, 7 LAT B 802- 732 P TAX MAP 77, PARCEL 4r N/F CHRISTOPHER M. & JEANNE C.\CARTEIR 4*4 DB 1723 -719 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 TAX MAP 77, PARCEL 4ON TAX MAP 77, PAR L 4OC1 N/F TREM COMMERCIAL RENTALS, LLC N/F YVES DELORM ,INC. DB 2893 -653 LOT 7 DB 3088 -272 N DB 907 -684 PLAT DB 2012 -334 PLAT 100 YR FLOODPLAIN ELEVATION = 330.007 r XMAP P L40B N INVE N C. DB 165 P B 802- PLAT D 6 -135 802- 732 P'Q , t t MAP ARCEL / JOHN Y & NIA S. B 700- 318 P i' FLOODWAY M___ t::::. •.. . h• BU f..• . GF(EMIC ORSTORAGEAND A :..:..:.: ..:..:.:..:.::.:..:..:.:..:.::. ST • . y. FEED" 71E TY SC idor• ' y 1 N * r• Nr 1 w JRAI A74i:......... ............................... HOLD 2. foe .. • .. . , .. .. ..... NTENANCE M ............ ............... :::.•''::;: SHOP :•:: '•:•. BUILDING PRIMARY0iswSLUDGEAND PUMPINGSCUMPUMG y. STATION zooi y• I I P ILDING C16 HOLDING.POND. TRUMPING . Sh.. • .' 5 a N M o NO. ISSUED FOR 79- 31037 TB,SW —ST,HS WW1P F1NAL,BW —PO DESIGNED H & S DRAWN H & S CHECKED BUILDING PROJ.ENGR. H & S DATE BY APPROVED COMMONWEALTH OF VIRGINIA INTERSTATE 64 RIGHT -OF -WAY VARIES HIGHWAY PLAT BOOK 6, PAGES 39 -42 HIGHWAY PLAT BOOK 5, PAGES 172 -175 jjALTH yr o RONALD L. TAYLOR 9 Lic. No.24649 o SSI NAL o JANICE R. CARROLL Lic. N0.34408 SSIDNAL E 1 FL P T TA N r, v jo i , r ri • 1 C14 i FLOODWAY ZONE AE CIO TAX MAP 77, PARCEL 40P N/F MPJH INVESTMENTS, LLC DB 2797 -623 DB 1342 -486 PLAT DB 2182 -118 PLAT 3 GRAVITY ";'•;::::':::'::-; :- ":•:;,:: STATIOTHICKENER2 tea„ :•:•'•:::•: '.:; ::. O . TAX MAP 77, PARCEL 40P1 N/F PRICE YOUNG, LLC DB 2182 -115 PARCEL X DB 2182 -118 PLAT GAS STORAGE SPHERE ¢""`) 700) </ I f i j DFIE A TAX MAP 77, PARCEL 21B G N/F COLLETT M. & EDITH C. THACH DB 1029 -607 PARCEL C1 DB 403 -592 PLAT wool i i GRIT REMOVAL gyp BUILDINGt;' ? °t:i;a; ?' }'s •? ti icfd}.': r<` r; C }:':i;i: :' ":,';''`' ?i•a t ti 140 S GE HANDLING RNANNA WATER & SEWER AUTHORITY PROPERTY SIZE: BUILDING PROPERTY INFO: DB 768 -277 (COUNTY) FACILITY 40) too x M R ANDMETE DB 565 -288 PLAT 1 d TAX MAP 77 -40A m• wF y DB 331 -554A PLAT 1 AL DB 616 -135 PLAT yyyy{ TAX MAP 77, PARCEL 22A c.:::':.::•::t::;:.::::.:: ( 1 ADMINISTRATION DB 536 -470 PLAT BUILDING DB 639 -193 900 I POMGRAVITY ";'•;::::':::'::-; :- ":•:;,:: STATIOTHICKENER2 tea„ :•:•'•:::•: '.:; ::. O . TAX MAP 77, PARCEL 40P1 N/F PRICE YOUNG, LLC DB 2182 -115 PARCEL X DB 2182 -118 PLAT GAS STORAGE SPHERE ¢""`) 700) </ I f i j DFIE A TAX MAP 77, PARCEL 21B G N/F COLLETT M. & EDITH C. THACH DB 1029 -607 PARCEL C1 DB 403 -592 PLAT wool i i GRIT REMOVAL gyp BUILDINGt;' ? °t:i;a; ?' }'s •? ti icfd}.': r<` r; C }:':i;i: :' ":,';''`' ?i•a t ti 140 C17 RIVANNA WATER & SEWER AUTHORITY ffiZEN AND SAWYER CHARLOTTESVILLE, VIRGINIA Environmental Engineers & Scientists 4011 WestChase Boulevard, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT Raleigh, North Carollina 27607 NUTRIENT REMOVAL IMPROVEMENTS i i i i oo X t Y, 100 YR FLOODPLAIN ELEVATION = 330.00 SITE WORK CIVIL OVERALL SITE PLAN NOTES: INFLUENT RNANNA WATER & SEWER AUTHORITY PROPERTY SIZE: SCREEN PROPERTY INFO: DB 768 -277 (COUNTY) FACILITY STEP FE too x M R ANDMETE DB 565 -288 PLAT 1 d TAX MAP 77 -40A t:'` ` GRI DB 331 -554A PLAT VALVE VAULT AL DB 616 -135 PLAT f .. , BASINS TAX MAP 77, PARCEL 22A c.:::':.::•::t::;:.::::.:: ( 1 ADMINISTRATION DB 536 -470 PLAT BUILDING DB 639 -193 900 ALBEMARLE STATE: IL ENGINEER: HAZEN AND SAWYER, PC C17 RIVANNA WATER & SEWER AUTHORITY ffiZEN AND SAWYER CHARLOTTESVILLE, VIRGINIA Environmental Engineers & Scientists 4011 WestChase Boulevard, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT Raleigh, North Carollina 27607 NUTRIENT REMOVAL IMPROVEMENTS i i i i oo X t Y, 100 YR FLOODPLAIN ELEVATION = 330.00 SITE WORK CIVIL OVERALL SITE PLAN NOTES: OWNER: RNANNA WATER & SEWER AUTHORITY 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 COUNTY: ALBEMARLE STATE: VIRGINIA ENGINEER: HAZEN AND SAWYER, PC 4011 WESTCHASE BLVD. SUITE 500 RALEIGH, NC 27540 SURVEY: KIRK HUGHES & ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 434)296 -6942 DATUM: HORIZ: NAD -83 VIRGINIA SOUTH ZONE VERT: NAVD -88 BENCHMARK: CITY OF CHARLOTTESVILLE GIS CONTROL DISK "STATION 13" ELEVATION = 520.50' FLOODWAY ZONE AE FLOOD ZONE X 100 50 0 1 o9 -,' 00 THE SCALE BAR DATE JUNE 2008 SHOWN BELOW H & S JOB 31037MEASURESONENUMBER INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. A I C3 NOTES: 1. FOLLOWING DEMOLITION OF TRICKLING FILTERS AND PRIOR TO CONSTRUCTION OF BOILER FACIUTY AND FINAL GRADING ACTIVITIES, THIS AREA TO BE USED AS STAGING /STORAGE AREA FOR ALL CONSTRUCTION PURPOSES, 2. OUTLINE INDICATES APPROXIMATE EXTENT OF FUTURE TERTIARY FILTERS. CONTRACTOR SHALL REMOVE ROCK FOR CONSTRUCTION OF FUTURE N TERTIARY FILTERS 3 FEET BEYOND THE INDICATED LI ITS AND TO A DEPTH IDENTICAL TO PROPOSED FILTERS I THRU B. COLOR LEGEND ELECTRICAL SWITCHGEAR NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND ARB TO APPROVE FINAL SELECTIONS. BUILDING - PAINT TO MATCH EXISTING ADMINISTRATION BUILDING. FOR BIDDING PURPOSE CONTRACTOR SHALL USE SHERWIN WILLIAMS ROYCROFT ADOBE (SW 0040). E II YQ ac YS a5 P DESIGNED MOB DRAWN MOB CHECKED pROJ.ENGR. RLT THIS DOCUMENT ORIGINALLY ISSUED THIS DOCUMENT ORIGINALLY ISSUED FOR CONSTRUCTION AND SEALED BY FOR CONSTRUCTION AND SEALED BY RONALD L TAYLOR, UC. N0, 24649. CHARLES T. JOHNSON, LTC. N0. 43610. THIS MEDIA SHALL NOT BE THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT CONSIDERED A CERTIFIED DOCUMENT ry7 y7 ry A/ 1 1118 ERVIfOR DIeDiBI ERQIDBefS S SC:BR25t9 4011 WeslChose Boulevard, Suite 500 Raleigh, North Carolina 27607 RIVANNA WATER & SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA SITE WORK CIVIL PARTIAL SITE PLAN -FINAL GRADING, DRAINAGE AND EROSION CONTROL THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL DRAWING. DATE FEBRUARY 2009 H85 JOB NUMBER 31037 5 ARB AMENDMENT -2 3 -2009 RLT CONTRACTNUMBER A DRAWINGNUMBER C11 4 ARB AMENDMENT 2 -2009 RLT MOORES CREEK WASTEWATER TREATMENT PLANT NUTRIENT REMOVAL IMPROVEMENTS 3 CONSTRUCTION 2 -2009 RLT APPROVAL I DIED EVIEW sBMITrnL a -zoos RLT NO. ISSUED FOR DATE BY APPROVED a5 P v SID !M MATCHLINE - SEE C15._._ NO. ISSUED FOR REFII= 31107 1B,5W -ST,MS W FINAL,BW -PH t k GRIT REMOVAL BUILDING 140) GRIT REMOVAL BASINS 120) U0 INFLUENT SCREEN FACILITY 100) Al a 0 M In] V 4,10 ADMINISTRATION BUILDING 900) K9 5 NOTES: 1 x 1 I Cr r 1 err C13 I.' C16 C17 C18 FLOW EQUALIZATION BASIN. 1. 4. I I. STEP FEED . OVERFLOW' BOXX. . r 3W 3 iw Z J V. Q FLOW EQUALIZATION BASIN 160) ' I I NO. ISSUED FOR REFII= 31107 1B,5W -ST,MS W FINAL,BW -PH t k GRIT REMOVAL BUILDING 140) GRIT REMOVAL BASINS 120) U0 INFLUENT SCREEN FACILITY 100) Al a 0 M In] V 4,10 ADMINISTRATION BUILDING 900) K9 5 NOTES: 1 x 1 I Cr r 1 err C13 C14 C15 C16 C17 C18 20 10 0 20' I I 1 R= 20' —OR cr2 DESIGNED H & S SA - k 1, THE SCALE BAR DATE JUNE 2008 plS LTH p$ AL RIVANNA WATER & SEWER AUTHORITY SITE WORK SHOWN BELOW DRAWN _ _ H & S ' ' Gr H & S JOB 31037 o RONALD L. o CHARLES T. RVEN AND SAWYER CHARLOTTESVILLE, VIRGINIA CIVIL MEASURES ONE NUMBER CHECKED TAYLOR JOHNSON E n v i r o n m e n t a l E n g i n e e; r s & Scientists INCH LONG ON CONTRACT DRAWING H &S fl L' No.24649 `0 Lic. No.43610 PARTIAL SITE PLAN - FINAL GRADING, DRAINAGE THE ORIGINAL NUMBER NUMBER PROJ.ENGR. ww ww 4011 WestChcse Boulevard, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT DRAWING. jn*r G1S sln*T T Raleigh, North Carolling 27607 NUTRIENT REMOVAL IMPROVEMENTS AND EROSION CONTROL A C18 DATE I BY I APPROVED 60'_ov: NOTES: z — 1. FED VERIFY DIMENSIONS OF EXISTING ENGINEERING 2' -0' B' -0' B' -o' B' -0' 8' -0' W -0• 2' -0' OFFICES. YA% MAX 2 FOUNDATION PLAN IS TYPICAL FOR BOTH THE EAST AND WEST ENGINEERING OFFICES. I -- 3. EXISTING TOPSOIL AT THE LOCATION OF EACH SUPPORT PIER SHALL BE REMOVED. IF NECESSARY, 17-11 ANY DISCREPANCY BETWEEN EXISTING UPGRADE AND j PAD HEARING ELEVATION STMT BE BUILT UP VAIN LT LJ - SELECT -FILL. I 4. CONTRACTOR MAY REUSE EXISTING BLOCKS, PADS, SUPPORT PIER, STRAPS AND GROUND ANCHORS TO CONSTRUCTmISEEDETAIL1 /C19, TYPE NO MAIN FBEAM i FOUNDATION FOR RELOCATED ENGINEERING OFFICES. I Lr ALL REUSED MAIERIALS 94ALL BE UNDAMAGED AND SHALL BE INSPECTED BY THE ENGINEER PRIOR TO II INSTALLATION. LED I E o TH N OFFICES SHALL BE SET THE DISTANCE I BETWEEN THE FINISH FLOOR ELEVATION AND GRADE IS IDENTICAL TO THE olaaNAl LocAnaR. COLUMN SUPPORT BLOCKING TO 6. TB' DEEP FOOTING MAY BE OMITTED IF LOCALINSTALLEDPERFLOORPLANLOCATIONSBULDNGOFFICIALAPPROVESSETTINGOFPAD ABOVE FROST1 - LINE. 7. DEPTH OF FOOTING MAY BE REDUCED TO 8' IF LOCAL I SUPPORT PIER, SEE DETAIL 2/n9 (FINISH BUILDING OFFICIAL APPROVES SETTING OF FOOTING GRADE EL 360.00, EAST OFFICE ONLY) N ^ MAN F•BEAY F(WA RACTOR SHALL PAINT THE ENTIRE EXTERIOR ANDI o I SUPPORT PIER, SEE DETAIL 2/C19 (FINISH APPURTENANCES OF THE ENGINEERING OFFICES I GRADE a 158.00, EAST OFFICE ONLY) ULAR BUILDING) UNLESS NOTED OTHERWISE. I - - - - - - - PANELS SHALL E PAINTED MI MATCH THE13KCOLOROFTHEEXISTINGADMINISTRATION BUILDING. TRIP COLOR SHALL MATCH TRIM COLOR OF EXISTING ADYNISTRARON BUILDING. ROOF SHALL BE PAINTED FINAL COLORS SELECTION SHALLL- ------------------- - - - - -- ------ - - - - -- - - - - - -- ------- - - - - -- - -J APPROVED BY THE OWNER AND AUEEMARLE TY ARCHITECTURAL RENEW BOARD. FOR ING PURPOSE CONTRACTOR SHALL USE SfRWIN t > FOUNDATION LEGEND PERIMETER OF ENGINEERING OFFICE WILL ROYCROFT ADOBE (SW 0040) FOR WALL s ; ? . "` - \ N (SWOU704 FOREDTRIM COLORS VAN DYKE INDICATES MINUTE - MAN OR EQUAL : RARE RE -DOWN LOCATION TRACTOR SHALL PRONDE MODIAAR BUIDWGCURBINLET9DIMET{ `; . . ` ` FOUNDATION PLAN RNG FOR THE ENTNE PERIMETER aF THECONTROLTYPE -," , \ '` ROICATES BLOCKNG TO BOTTOM OF `" ` \ \ EIYAW E-BEAM 1/4' 1' -0' NEERING OFFICES (MODULAR BUILDING). SKIRTING SHALL BE UNIVERSAL , r ` `\ OD ' • \;. `, `` i s' ' \ s\ ^ \ \., ® INDICATES COLUMN SUPPORTING CERTAINTEED OR APPROVEDD EWAnCOLOR SHALLt \ BLOCKNG To BOTTOM OF WAN RIM JOST PATCH THE EXISTING ADMINISTRATION BUILDING TRIM i 7 V \ . , \ -., \ `` \ COLOR. FIN AL COLOR SELECTION WILL BE APPROVED V `\ \ \ \ OWNER AND ALBE REVIEW BOARD. TEED COLOR MUSKET BROWN FOR SKIRTING COLOR. IP AB BIDDING PURPOSE CONTRACTOR MAN I-BEAM MAW EBE.W Qs , ` l` . ` - \ y, .' 4'''• - 2' SOLD CONCRETE CM 3,150 LB RE -DOWN 3,150 LB RE -DOWN M I \•• -.... STRAP 0 FBEAM 2' SOLD CONCRETE CAP STRAP 01--13EAM SILTM ` ` ERln10N \ YMD IN \ \,\ ` . ...,,'• SEE NOTE 5 DOUBLE INTERLACED 8'x8'.16' SEE NOTE 5 P" DOUBLE INTERLACED CONPOL, TYPE 8'x8'.16' DRY STACK BLOCK BLOCK, REWF AND GROUT f \ : \ `i j' • ` `• "'` -•.. @4 DOWEL IN FULLY GROUTED I I i D3 1 \ h •`' '•., ``., 18'.18' ABS PIER PAD BY CELL, TIP EA CEll (4 TOTAL) I 1 M CROSSWALK, \ TIE DOWN ENGINEETRING OR 3 24' SO . 20' 0 CONIC 1 l+' ' `., 18'.16'x4' CONCRETE PAD FOOTING, REINF W/ @408• 1 I •' ,w` ...... ...... .:`....;..,._." " ^.__. EW, TAB, SEE NOTEISIDEWALK, TYPE `., 1 '•• 1Y•, \_ '' • '' EL 362.003 I I hO : ?•- ., .. \.,; `'`` :`SFE'I:OIIFDAl1011 PLAN, IRIS BRANIdC,` ``'`•`" ".....`i.. 0245000 -- '^- ..:.. <"'L. 'FOR SUPPgRT REIXMRELMETITS OF •• •....'^ • -• -. RELOCATED EN gNEEM OFFTH , TYPE,; - T - . 24 sa x TB D CONIC a 356.00 360.00 FOOTING, REINF W/ 14,1118- \ / EW, T! B, SEE NOTE 8I _ _ .. °tr°a;;:, • • -`.- •" : ? SE`......' COMPACTED SUBGRADE, 4,' -.,`'' SEE NOTE 3 COMPACTED SUBGRADE, IP , }; j `` c `` "" "° "``•. W '`"`k:.. "- _ , MINUTE -MAN GRAND ANCHOR SEE NOTE 3 • , INSTALLED PER THE MANUFACTURER'S MINUTE -MAN GROUND ANCHOR INSTALLATION INSTRUCTIONS a; ' •.\ `4"•e .".''.. s''- '...... • INSTALLATION INSTRUCTIONS — INSTALLED PER THE MANUFACTURER'SCONTRACTORTOREMOVE • 1•/ , "'V " •' \.;:' "•., _ ' 1• `' I I FIRST FOUR (4) CEDAR TREES / 'T , „ '"k• ` ••' '` , "•..• .. CURB CUT, TYpt+.,r.,, DETAIL 1 DETAIL C19 1/2i \\ r ! \ ',-„ •- °.,,tea w`"'c:> ENGINEERING ""•..,,\ ''4`.,y.4OFFICESP O r, C70 r C13i...... x'72C14C15 C16 C17 C18 C19 - f 20 10 0 20' i DESIGNED CTJ THE SCALE BAR DATE FEBRUARY 2009 S DRAWN DAD THIS DOCUMENT ORIGINALLY ISSUED THIS DOCUMENT ORIGINALLY ISSUED RIVANNA WATER & SEWER AUTHORITY SITE WORK T AID n MEASURES BE ON N NUMBER JOB 310371\ t11\ SAT i ll CHARLOTTESVILLE, VIRGINIA CIVIL M" °NEFORCONSTRUCTIONANDSEALED 9. FOR CONSTRUCTION AND SEALED BY INCH LONG ONI5ANAMENDMENT -2 3 -2009 RLT CiEp(m RONALD L. TAYLOR, UC. N0. 24649. CHARLES T. JOHNSON, UC. N0. 43610. Environmental E R Q i D@ 8 f S d S C 18 R t I S l 3 CONTRACT DRAWING 3 CONSTRUCTION 2 -2009 RLT RLT THIS MEDIA SHAT NOT BE THIS MEDIA SHALL NOT BE THE ORIGINAL WA93ER NUMBER 2 DIED FINAL MPROVAI 2 -2009 RLT PROd.. CONSIDERED A CERTIFIED DOCUMENT CONSIDERED A CERTIFIED DOCUMENT 4011 WesLChose BoulewrU, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT PARTIAL SITE PLAN - FINAL GRADING DRAINAGE DRAWING. i I DEO RENEW SUBMITTAL 8 -2008 RLT Raleigh, North Carolina 27607 N0. ISSUED FOR DALE BY I APPROVED NUTRIENT REMOVAL IMPROVEMENTS AND EROSION CONTROL A C19 m' xxs. ar w.s,aars.. :ns>.,s.u,m- rr -uo-s.r 01 - LANDSCAPE PLAN SCAT F P' =l0' r. I MV. SW TRAY MAGNOLIA IO "IG, INKBERRY HOLLY B -IV, VIRGINIASWEETSPIRE 9 -IV. VIRGINIA SWEETSPIRE 6-ND NANDINA NEW SIDE4YALK5 AND 5 -IF, FOSTERS HOLLY —. _ _ _ _ _ 2_I I\' GOLDEN RAIN TREE CROSSWALk =- VEw SIDEWALrt _ NjW P4RK:NG AREA LIMITS OF PLANTING BED AND MULCH 4RE4, TYPICAL EXISTING RED CEDARSEXREMAIN RELOCATED TRAILERS a AIIM'S1ijAfi01. N 2D O' 'o. 20 OZ - PLAN I MA I LHIALS SCHLUULL SCALE 7 TS COLORLEGEND MODULAR BUILDING NOTE COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS METAL WALL PANEL - PAINT TO MATCH EXISTING ADMINISTRATION BUILDING METAL ROOF TO REMAIN METAL TRIM DARK BRONZE (TO MATCH ADMINISTRATION BUILDING TRIM) ANHOL D ASSOCIA TES L4 SCA Aa. IrE r, SITE OES•GAEAS AND R+NNEAS eau Pa'tn. a.r rwwazcel reF1 r 5 _. 5 eat xzo L401500425 oa oOwOrES.Kr V J Q Q U Q, WLL Ll I1 2 C Q OB I N O oN N a a IZ' Lu ? 3: < LU JNY10W W x CCJ LU U > NQ Qom z00 fir o E.5 7arE JAN. 5, 2009 REVISION S< AS NOTED SH T TITLE LANDSCAPE PLAN SK_ET NO L -1 SHT. OF ROOT I PLANT SYMBOL SCIENTIFIC NAME COMMONNAME NO. SIZE CONT. NOTES TYPE TREESKP KOELREUTERIA PANICUTATA -ROSE LANTERN' ROSE LANTERN. GOLDEN RAIN TREE 2 2.S' CAL BSB DECIDUOUS MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 W-10 HOT BBB MULTISTEM EVERGREEN SHRUBS IF ILEX X'FOSTER'S i12' FOSTERS HOLLY 5 8' -10 HGT S&S MATCHED EVERGREEN IG ILEX CLABRA INKBERRY HOLLY 10 4 -5' H BBB EVERGREEN IV ITEA VIRGINIANA- HENRYS GARNET' VIRGINIA SWEETSPIRE 1T 24' -W'HGT 3GAL pECIWOUS NO NANDINA'HARSOR DWARF HARBOR DWARF NANDINA 0 1F -18' HGT 3 GAL EVERGREEN OZ - PLAN I MA I LHIALS SCHLUULL SCALE 7 TS COLORLEGEND MODULAR BUILDING NOTE COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS METAL WALL PANEL - PAINT TO MATCH EXISTING ADMINISTRATION BUILDING METAL ROOF TO REMAIN METAL TRIM DARK BRONZE (TO MATCH ADMINISTRATION BUILDING TRIM) ANHOL D ASSOCIA TES L4 SCA Aa. IrE r, SITE OES•GAEAS AND R+NNEAS eau Pa'tn. a.r rwwazcel reF1 r 5 _. 5 eat xzo L401500425 oa oOwOrES.Kr V J Q Q U Q, WLL Ll I1 2 C Q OB I N O oN N a a IZ' Lu ? 3: < LU JNY10W W x CCJ LU U > NQ Qom z00 fir o E.5 7arE JAN. 5, 2009 REVISION S< AS NOTED SH T TITLE LANDSCAPE PLAN SK_ET NO L -1 SHT. OF 100' STREAM BUFFER 4 SHOPo T c \ CDNTROCd . VILDII& j /) 100 -1R FLOODPLAIN \ ELECTRICAL X \ \ SLUDGE SWITCHC {AR yRUMING L STORA CN ND BU FACIUTGECAL STATION W7 O C . dCJ FEED FACILITIES FACILITY 1 ) <x) o NO. I ISSUED FOR I DATE I BY I APPROVED 100' 1• =100' -0• DESIGNED H & S DATE FEBRUARY 2009 SHOWN BELOW I MDB NUMBER 31037 FACyyy{ttOdJf' MODULAR 5 ARE AMENDMENT -2 I_ CHECKED BUILDINGEXSTINGEXSIN 4 ARB AMENDMENT 2 -2009 C 2 -2009 LOCATION PROJ.ENGR. RLT C HOLDINGPOND2 MAINTENANCE SHOPBUILDING LOCATION W/ 1 C PARKING G i al r \ y L I PRIMARY HOLDING POND PUMPINGSTATION r NO. I ISSUED FOR I DATE I BY I APPROVED 100' 1• =100' -0• DESIGNED H & S DATE FEBRUARY 2009 SHOWN BELOW I MDB NUMBER 31037 FACyyy{ttOdJf' DRAWN 5 ARE AMENDMENT -2 3 -2009 RIFT CHECKED ADMINISTRATION 4 ARB AMENDMENT 2 -2009 RLT 3 CONSTRUCTION 2 -2009 RLT PROJ.ENGR. RLT NO. I ISSUED FOR I DATE I BY I APPROVED im DIGESTER 2 Imo) PRIMARY \\ l CLARIFIER P V \\(_\ O/ FACILITY B\ \ ELECTRICAL CHEMICAL \ \ SWITCHGEAR STORAGE TERTIARY FACILITY FILTERS DELETED)) \ \ \ \ 1 -1 Ail \` \\\ SOLIDS ` HANDLING \ BUS ING I HwnSASH I RECLAIMBASIIN 100' 1• =100' -0• THE SCALE BAR DATE FEBRUARY 2009 SHOWN BELOW I INFLUENTSCREEN NUMBER 31037 FACyyy{ttOdJf' 1 DRAWING THE ORIGINAL NUMBER ADMINISTRATIONBUILDINGI9ro) A C2 o ! 0 MODULARBUILDINGPROPOSED 1 LOCATION W/ 1 PARKING G r. I PRIMARY I BASIN STEP FEED FLOW I- Eau AUZAflBASIN2 e 1 im DIGESTER 2 Imo) PRIMARY \\ l CLARIFIER P V \\(_\ O/ FACILITY B\ \ ELECTRICAL CHEMICAL \ \ SWITCHGEAR STORAGE TERTIARY FACILITY FILTERS DELETED)) \ \ \ \ 1 -1 Ail \` \\\ SOLIDS ` HANDLING \ BUS ING I HwnSASH I RECLAIMBASIIN ffij T 7 r x n RIVANNA WATER & SEWER AUTHORITY ZE MD SA111P 1 CHARLOTTESVILLE, VIRGINIA Environmental Engineers & Scientists 4011 WestChose Boulevard, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT Raleigh, North Carolina 27607 NUTRIENT REMOVAL IMPROVEMENTS GAS \ / STORAGE / SPHERE f -1 qyOro) V / D TION FA LI BU A G SITE WORK CIVIL PROPOSED IMPROVEMENTS NOTES: PHASING LEGEND PHASE I NIME NOTE PHASING OF STRUCTURES REPRESENTS THE ORDER IN WHICH THESE STRUCTURES WILL BE BROUGHT IN TO SERVICE, HOWEVER, AN OVERLAP IN ME CONSTRUC110N OF THE PHASES WILL OCCUR, 0 ARB AMENDMENT 2 COLOR LEGEND UV DISINFECTION FACILITIES NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND ARB TO APPROVE FINAL SELECTIONS. METAL WALL PANEL - DARK BRONZE METAL ROOF - DARK BRONZE METAL TRIM - DARK BRONZE TO MATCH ADMINISTRATION BUILDING TRIM) COLOR R LEGEND ELECTRICAL SWITCHGEAR NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND ARB TO APPROVE FINAL SELECTIONS. BUILDING - PAINT TO MATCH EXISTING ADMINISTRATION BUILDING COLOR LEGEND MODULAR BUILDING NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND ARE TO APPROVE FINAL SELECTIONS. METAL WALL PANEL - PAINT TO MATCH EXISTING ADMINISTRATION BUILDING METAL ROOF - TO REMAIN METAL TRIM - DARK BRONZE (TO MATCH ADMINISTRATION BUILDING TRIM) COLOR LEGEND NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. BRICK VENEER - MATCH EXIST ADMIN BLDG METAL ROOF & TRIM - DARK BRONZE GUTTERS & DOWNSPOUTS - DARK BRONZE DOORS - DARK BRONZE WINDOWS - DARK BRONZE LOUVERS - DARK BRONZE HANDRAIL - ALUMINUM MILL FINISH 100 50 0 100' 1• =100' -0• THE SCALE BAR DATE FEBRUARY 2009 SHOWN BELOW I INFLUENTSCREEN NUMBER 31037 FACyyy{ttOdJf' 1 DRAWING THE ORIGINAL NUMBER ADMINISTRATIONBUILDINGI9ro) A C2 o ! 0 MODULARBUILDINGPROPOSED 1 LOCATION W/ 1 PARKING G ffij T 7 r x n RIVANNA WATER & SEWER AUTHORITY ZE MD SA111P 1 CHARLOTTESVILLE, VIRGINIA Environmental Engineers & Scientists 4011 WestChose Boulevard, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT Raleigh, North Carolina 27607 NUTRIENT REMOVAL IMPROVEMENTS GAS \ / STORAGE / SPHERE f -1 qyOro) V / D TION FA LI BU A G SITE WORK CIVIL PROPOSED IMPROVEMENTS NOTES: PHASING LEGEND PHASE I NIME NOTE PHASING OF STRUCTURES REPRESENTS THE ORDER IN WHICH THESE STRUCTURES WILL BE BROUGHT IN TO SERVICE, HOWEVER, AN OVERLAP IN ME CONSTRUC110N OF THE PHASES WILL OCCUR, 0 ARB AMENDMENT 2 COLOR LEGEND UV DISINFECTION FACILITIES NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND ARB TO APPROVE FINAL SELECTIONS. METAL WALL PANEL - DARK BRONZE METAL ROOF - DARK BRONZE METAL TRIM - DARK BRONZE TO MATCH ADMINISTRATION BUILDING TRIM) COLOR R LEGEND ELECTRICAL SWITCHGEAR NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND ARB TO APPROVE FINAL SELECTIONS. BUILDING - PAINT TO MATCH EXISTING ADMINISTRATION BUILDING COLOR LEGEND MODULAR BUILDING NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. OWNER AND ARE TO APPROVE FINAL SELECTIONS. METAL WALL PANEL - PAINT TO MATCH EXISTING ADMINISTRATION BUILDING METAL ROOF - TO REMAIN METAL TRIM - DARK BRONZE (TO MATCH ADMINISTRATION BUILDING TRIM) COLOR LEGEND NOTE: COLORS LISTED BELOW TO MATCH EXISTING ADMINISTRATION BUILDING. COLOR SAMPLES TO BE FIELD VERIFIED WITH EXISTING BUILDING COLORS. BRICK VENEER - MATCH EXIST ADMIN BLDG METAL ROOF & TRIM - DARK BRONZE GUTTERS & DOWNSPOUTS - DARK BRONZE DOORS - DARK BRONZE WINDOWS - DARK BRONZE LOUVERS - DARK BRONZE HANDRAIL - ALUMINUM MILL FINISH 100 50 0 100' 1• =100' -0• THE SCALE BAR DATE FEBRUARY 2009 SHOWN BELOW H &S JOB MEASURES ONE NUMBER 31037 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. A C2 em PHZW U O DW O LLZ O U r .... • .: ••' —..: ., i, ^,"," - nu. p PRfOROR70CCON5TRl1C1101i OF BOILER FACILITY AND f } i ' 3 +,': sue" i,•' r.•' "' i' I I : , i }, FINAL AS TAG1G1NG %STDFInARE& FTHISR AREAALL TO BE DS£pALL CONSTRNCTION PURPOSES. 2. OUTLfNE INDICATES APPROXIMATE EXTENT OF REMOVE RDC% FOR COHTUCt10N OF FUTURE i FUTURE TERNARY FILTERS. CONTRACTOR SHALL T 750 _ .,,,,•.^ i / J , M .. FILTERS AND TO A pEP lOEH TO PROPOSED FILTERS t THRU 8. PRRMAPRIMARYDIGESTER1RY DIGESTLTI 2 = PRIMARY DIGESTER 7 620) 0227002 r ._......._..,- ...._,,.__ —. -__ VIP r 6ESIER 1 L ` I I .' ! •tyoE.stQi `'E -`_ t BBm1NG Y 4 ' I - 1, I - i 1 I 1 11 SHOP SOIL STABILIZATION J BLANKET, TYPE fENCE;..T1PE I y I t - `\, __W_._.— ___ —___• ..._ .. OF 015TURBANCt BOILFR ACLYIY' GI ATOR C) t t ; . r ._ „., m,., »'- .(780) ., I — F w i II j t t ' T t Si ..1 l ( . t f L _ •,' / t'LJ w U) € MAIN 1 l l tS ' Li -A.ANT I ; IN -PLNiT . \`— i -_'"- -rte44/J sLalc , I i °FTFx t j ` aAtnrTEn 2 - _ — — - — /Y= COLOR LEGEND U . ELECTRICAL SWITCHGEAR FUTURE TERFIARY FILTERS / J I-• 100 }' y 1\ t I `: I i u"` -_`' sg NOTE 2 --- - 'Q NOTE: COLORS LISTED BELOW TO MATCH FLaOPLAM S ! I Y ,-- - --[aas - - - --- /L EXISTING ADMINISTRATION BUILDING. CID LOR r I I / EXSAMPLES To BE FIELD ISTING BUILDING COLORS. OWNER AND g 9LT FENCE, TYPE I•,.. Ij I .., -_ ._ I - — ?TA N S_TTOC}LIE / r YIIYY77f ' Y__ 3;q SEE NOTE t L__. -- ARB TO APPROVE FINAL SELECTIONS. T_-_ -.__ . .I - -` I - - _._.— u,... -• ` i "j _ / --- BUILDING PAINT TO MATCH El(S57fNC f'' } az— L /+ PURPOSE CONTRACTORINSHALLFOR BIDDING a lad — _ FINAL COLOR SELECTIOh15 SHERNIN t 1111 Y . J I • 4 . WILIJAMS CANYON CLAY (SW 5054). T CE TYPE t L m ROANCE TYPE CID LIMITS a psnl SOL705. HAN6LRlG • :. ' I 1311R]EfHG' . 1 Cy Z ti -` w c14 cT z o SLT BAG YARD MLET L O SEDIMENT cONTR0. t T C1s Glc_o cis c17 c a C . —.— .... _- _ _ -- _- - w za tD i L U THE SCALE BAR DATE FEBRUARY 2009 MDB _ RIVANNA WATER & SEWER AUTHORITY SITE WORK SHOWN BROW Hks J06 I EN AND SA'VYER 313)37 MDB THIS DOCUMENT ORIGINALLY I55UC0 1H15 OOCUMEHT ORIGINALLY ISSUED CHARLOTTESVILLE, VIRGINIA CIVIL MEASURES ONE NlRlBETi s 6 ARB AMENDMENT -3 10 -2004 RLT ORAYAJ THE LONG ON FOIi CONSTRUCTION AND SEALED RY FOR CONSiRUCiiON AND SEALED BY CONTRACT DRAWING 5 ARB AMEN EFI 3-2009 ALT CHECKED RONALD L TAYLOR, LIC. NO. 24649, CHARLES i...`LYiNSON, LIC, NO. 47610. E p V f kO p 111 C p t B l E N G 3116 0 f 5 8 $ C TER 11555 THE ORIGINAL NURSER HUMBER 4 ARe AMENDMENT z -zoo4 RLT HIS MEDIA SHALL NOT BE THIS MI SHALL NOT HE PARTIAL SITE PLAN FINAL GRADING DRAINAGE pRAWING. F 7 CONSTRUCTION 2 -2009 RLT PMUDGR. RLT CONS;oETtFD A CLRTIFIED DOCUMENT CONSIDERED A CERTIFIED DOCUMENT 4011 WasiChese 30,JIewra, site 5AO MOORES CREEK WASTEWATER TREATMENT PLANT q 011 2 DEC FINAL APPROVAL 2 -2009 RLT Raleigh, Nmth Ca,.II 27607 NUTRIENT REMOVAL IMPROVEMENTS AND EROSION CONTROL 1 OEU RE4EW SUBMITTAL 8-2008 RLT r NO. ISSUDD FOR DATE BY B t IV I CURB INLET SEDUM • a `. CONTROL, TYP k ELI 4z.. Z.. f I I SILT BAG YARD INLET EROSION CONTROL, TIP IN] 17 CROSSWAIJ( , SIDEWALK, TV I p_ 0245000 . CONTRACTOR TO BYE - FIRST FOUR (4) C " M TREES i} I. i i 1 7-- -z-- 2,_p• g,p• a _q MAX T-7 F-- ----- - - - --- --- - - - - -- - - - - -- I I u I SUPPORT PIER, SEE DETAIL 1 /C£D, TYPE ND e I I SUPPORT PIER, SEE DEINL 21C19 (FINISH GRADE EL 360.00, EAST DFFICE ONLY) I SUPPORT RER, SEE OFFAL± 2/C19 (FINISH GRADE EL 35&00, LAST OFFICE ONLY) I L-- — - - -- — `— -- - - -- — -"' `— FOUNDATION LEGEND INDICATES MINUTE -MAN OR EQUAL FRAME TIE -DDW?' LOCATION EINDICATES BLOCKING TO BOTTOM OF MAIN FBEAM INDICATES COI UAIN SUPPORTING BLDOONG TO BOTTOM OF MAIN RIM NOLST SEE FLNDATON PLAN, TINS bRA1NNG, °- ,._\. FOR SUPPORT REQUIR£MEHTS RELOCATED ENGINEERING OFFICE, TIP ..' OATS BY i APPROVED WT, 0 60' -0'3 8, -C. Y MAIN W-0• 8, -0' LOLUMN SUPPORT DEMING TO BE ` INSTALLED PER FLOOR PLAN LOCATIONS MAIN t-REAM PERIMETER OF ENGINEERNG OUFICE ` WAIN I —BEAM - 2' SCUD CONCRETE( DOUBLE INTERLACED 8'.B'x1fi' DRY STACK 16'x18' ASS PIER PAD BY DES41NLD CTJ TIE DOW ENGINEERING OR DRAWN DAD THIS DOCUMENT ORIGINALLY ISSUED FOR CONSTRUCnON AND SEALED BY CHECKED RONALD L, TAYLOR, LIC, NO, 24649. PROICNCR, RL ILI$ MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT OATS BY i APPROVED WT, 0 60' -0'3 8, -C. Y MAIN W-0• 8, -0' LOLUMN SUPPORT DEMING TO BE ` INSTALLED PER FLOOR PLAN LOCATIONS MAIN t-REAM PERIMETER OF ENGINEERNG OUFICE ` WAIN I —BEAM - 2' SCUD CONCRETE( DOUBLE INTERLACED 8'.B'x1fi' DRY STACK 3,150 LB TIE - -DOWN STRAP 0 F -BEAM SEE NOTE 5 RIVANNA WATER & SEWER AUTHORITYTHISDOCUMENTORIGINALLYSEISSUEDHAZENANDSAWYERCHARLOTTESVILLE, VIRGINIAFORCpHSTRUCRDNANDSEALEDBY CHARLES T. JOHNSON, LIC, NO. 43610. ERVitunmeD101 Engineers & Scientists THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT 4011 WestCNOse Boofevma, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT RolNgh, North Carolina 27607 NUTRIENT REMOVAL IMPROVEMENTS FWW EI7 S1 18 k9 E_1 16'x18' ASS PIER PAD BY TIE DOW ENGINEERING OR I. FIELD VMrY DIMENSUONS OF EXSTING ENGINEERING IG'x15'x4' OMCRLTE PAD EL 362.00± 24' SO x 1B' D CONIC 2 FOUNDATION PLAN IS TYPICAL FOR BOTH THE EAST FOOTING, RENT W/ 1408' EW, T&B, SEE NOTE 6 • CO SUBGRADE, 3. FASTING TOPSOIL AT THE LOCATIC OF EACH NOTE MINUTF —MAN GROUND ANCHOR INSTALLED PERINSTALLATION THE MAN S CTURETR'S ANY DISCREPANCY BETWEEN EXISTING UPGRADE AND DETAIL 1 1/2' = I' -0' 1 CI9 3,150 LB TIE - -DOWN STRAP 0 F -BEAM SEE NOTE 5 RIVANNA WATER & SEWER AUTHORITYTHISDOCUMENTORIGINALLYSEISSUEDHAZENANDSAWYERCHARLOTTESVILLE, VIRGINIAFORCpHSTRUCRDNANDSEALEDBY CHARLES T. JOHNSON, LIC, NO. 43610. ERVitunmeD101 Engineers & Scientists THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT 4011 WestCNOse Boofevma, Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT RolNgh, North Carolina 27607 NUTRIENT REMOVAL IMPROVEMENTS FWW EI7 S1 18 k9 E_1 RAN KEY U) CTD Z LU C77 :F C13 C14 C15 O C20 C16 C17 C18 .0 0 191p O uEi LU MERr 20 10 B 10' O Z O SITE WORK THE SCALE BAR DATE FEBRUARY 2009 SHOWN BELOW HNLS JOB ',31037CIVILMEASURESONENUMBER INCH LONG ON — CONTRACT MAW Nc PARTIAL SITE PLAN - FINAL GRADING DRAINAGE THE ORIGINAL NuuBER NuuBER DRAWING. AND EROSION CONTROL A 1 C19 MOTES: I. FIELD VMrY DIMENSUONS OF EXSTING ENGINEERING OFFICES MAX 2 FOUNDATION PLAN IS TYPICAL FOR BOTH THE EAST AND NEST ENGINEERING OFFICES. I 3. FASTING TOPSOIL AT THE LOCATIC OF EACH I SUPPORT PIER SHALL BE REMOVED. IF NECESSARY ANY DISCREPANCY BETWEEN EXISTING UPGRADE AND PAC BEARING ELEVATION SHALL BE BUILT UP WITH I SELECT -FILL 4. CONTRACTOR MAY REUSE LASTING GROUND BLOCKS, PADS, STRAPS AND GRND ANCHORS TO CONSTRUCT FOUNDATION FOR RELOCATED ENGINEERING OFFICES. ALL REUSED MATERIALS SHALL BE UNDAMAGED AND SHALL BE THSPFCTED BY THE ENGINEER PRIDR TD I INSTALLATION. i 5. HEIGHT OF PIERS AT RELOCATED ENGINEERING OFFICES SHALL BE AT THE DISTANCE BETWEEN THE FINSHFLOORTMLTLVATION AND IS A IDENTICAL TO THE ORIGINAL LOCATION. G. 18' DEEP FOOTING MAY HE OMITTED If LOCAL BUILDING OFFICIAL APPROVES SETRNG OF PAD ABOVE FROST LINE. 7. DEPTH OF FOOTING MAY BE REDUCED TO 8' IF LOCAL BUILDING OFFICIAL APPROVES SETTING OF FOOTING ABOVE FROST LINE B. CONTRACTOR SHALL PAINT THE ENTIRE EXTERIOR ANC ALL APPURTENANCES OF THE FNGNLERING OFFICES MODULAR PA;NTEl TOANELSSHALLBE MATCH THEE BRICK I COLOR OF THE EXISTING ADMINISTRATION BUILDING. TRIM COLOR SHALL MATCH TRIM COLOR OF THE EXISTING ADMINISTRATION BUILDING. ROOF SHALL NOT BE PAINTED. 4' -0' X 4' -0' TEST PANEL SHALL BE rn- - - -` PAINTED AS DIRECTED BY FIELD ENGINEER AND APPROVED PRIOR TO PAINTING OF ENTIRE STRUCTURES. TEST PANEL SHALL CURE FOR 14 DAYS AND SHALL BE TESTED FOR ADHESION PRIOR TO APPROVAL FINAL COLORS SLLECTIDN SHALL BE APPROVED BY THE OWNER AND PALLBEARER COUNTY ARCHITECTURAL RENEW BOARD. FOR BIDDING PURPOSE CONTRACTOR SHALE USE SHERINN IWWAMS ROYCROFT ADOBE (SW D040) FOR WALL PANEL COLOR AND SiERWIN WILLIAMS VAN DYKE BROWN (SW 7041) FOR TRIM COLOR, 9, CONTRACTOR SHALL PRONDL MODULAR BUILDING STARTING FOR THE ENTIRE PERIMETER OF THE ENGINEERING OFFICES (MODULAR BUILDING). SKIRTING SHALL BE UNI"sAL TRIPLE 4' VERTICAL SIDING BY CLRTAINTEED OR APPROVED EQUAL COLOR SHALL MATCH THE EXISTING ADMINISTRATION BUILDING TRIM COLOR, FINAL COLOR SELECTION WILL RE APPROVED OWN17R ANO ALBiIMARLE COUNTY ARCHITECTURAL RENEW BOARD. FOR BIDDING PURPOSE CONTRACTOR SHALL USE CLRTAINTEED COLOR MUSKET BROWN FOR SKIRTING COLOR, g 10. FINAL COLOR SELECTIONS- SHEHWN WILLIAMS CANYON CLAY (SW 6D54) FOR WALL PANEL COLOR AND SHERWN TWLTUAMS BLACK BEAN (SW 81106) FOR TRIM COL MAIN I -BEAM 2' SOLID CONCRETE CAP 3,150 LB TAE -DOWN e STRAP 01—BEAN A DOUBLE INTERLACED 8'xB'xl6' BLOCK, RETNF AND CLOUT SEE NOTE 5 i4 DOWEL IN FULLY GROUTED I I g CELL, TYP EA CELL (4 TOTAL) 24' SO x 20* D GONG FOOTING, REINF W/ 1406' I I EW, T&B, SEE NOTE 7 5II I I EL 359.00 360,00 f s§y COMPACTED SUBG RARE, SEE NOTE 3 / /•' MINUTE -MAN GROUND ANCHOR INSTALLED PER THE MANUFACTURER'S INSTA.LLATIDII INSTRUCTIONS DETAIL y 1/2' r V -D' CI9 RAN KEY U) CTD Z LU C77 :F C13 C14 C15 O C20 C16 C17 C18 .0 0 191p O uEi LU MERr 20 10 B 10' O Z O SITE WORK THE SCALE BAR DATE FEBRUARY 2009 SHOWN BELOW HNLS JOB ',31037CIVILMEASURESONENUMBER INCH LONG ON — CONTRACT MAW Nc PARTIAL SITE PLAN - FINAL GRADING DRAINAGE THE ORIGINAL NuuBER NuuBER DRAWING. AND EROSION CONTROL A 1 C19