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SDP201700071 Plan - Submittal (First) 2017-11-15
SEA TA RA MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER A T PETER JEFFERSON PLACE 0FNER/DEVEL OPER. • Sentara Martha Jefferson Hospital 500 Martha Jefferson Drive Charlottesville, Virginia 22911 Phone No.: (434) 654-7038 Atte.: Mr. Michael Spatz Email: MRSPATZ®sen tar&. com / FC, FA t ., &5�i �0 A00,74A m £X/ST/NG r RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA =cwm Cmww AR Smv mm? PAPE ® PRacERM LAE © DWOW 577XA;7 W AMER ^- r SWARY SEWER 1-174-1 MiAG47E5 mmw maw Bmaw ELEMIAAV 7NAT — — — MW? Lar MJF. l77�1 OR 1W BlEa" CW A SPEC34'K' 7 AV ORDER GET L 10 10 AWW HE IS S77I V G" Ca? M MAN L.M07Y SW smmMEPWAF FIC POKR LAZE(S) B/C Llmw AALTI' Ar LYAIB ® u airs 1a a LA4 I —► av A VE47EY L075 WMN MUST MW A'69AWGE ,MA34J6239M — DEWlfS o6Earr7o GAS LANE AIGZVJ.ED PMW 70 BENAW PDWN BEAN,' LSSM CaPERT ai 57" SENOR PAPE Fm NMT LOT. FRE RMeOr t REf UM, StFLL�O £AIP/77 L1)L77 N W OMAN Ar FLOW a ].� � MM BENCM A6ARlY LOCAlA7N rsee�mr I Ci .ttw a�nnr �v d i sa�ae a .... Em7w GOM mw HEwflON —� fc-2 LA'AED Lt?t.Yf WN SLS LLDUDAYG OF 7FAT #4WAW PAKV LAW Way REIASSTON TO PLANS ® Al2SY3 W XPT77 ar M-2 aP AW D A? W LNW ® MUMS OMfMy A°Lr &2F h' OMEN TTAAN 15' 0-1— SAWARY 5fM LhW —N, NWER LAZE 1-174-1 PADVOSED FAiswv aux cavi PAP EYEIW7TAV £/P aEA9 w EDGE Ar PAWWW T/C DENOTES RIP a�LL'44B FIC DENOTES FACE ar LY,W (AEASURED RT RILW LV• ANY ROLL FACE L7APB) B/C Llmw AALTI' Ar LYAIB ® / L!EliYAES MI AR1rA A' FWSW L19W7OLe S7A7NW) —► "MY M7W LOT SAVUB BF MOW fW AffAC£ aW A(r NOTES.• L CaVPW7a? LS 70 MAKE N,5 ONN TWE -Mr 4W ME M AM4 AS ANY OLW MEN SNOW AAE AAPROXAWT Mr M MW ScA°E RF Ntw. 2. 6YA9I DW70R SWIL Lir RE3f°MSKE FOR COA#LE7KW AW Me AC CU MILE OF AU CAKS7RLOW AW URUJr LA FS VICINITY KAP Scale: 1 " = 2000' ENGINEER - Jordan Consulting Engineers, P.C. 2540 Professional Road Richmond, Virginia 23235 Phone No. : 272-7009 Fax No. : 272-7088 Atte.: Mr. Piotr "Peter" Matysialc, P.E. E -Mail : peter ma tysiako9jorce. com /NDEX SH= NO, Inc CP GEAUK N07E5 & 7MUL LOMS c3 L7wsm caWROL N07E5 C4 OPSULL LAYOUT PIAN C5 DDEMOLIIRdW AW ERO-QW CON7RDL PLAN cs LAYOUT, &WaW AMD PLAN Aw COURIAMCE S1.0 RETAmW MU PLAN, L7ETAA'S AMO Avas F,VrFJ.V U C1 GENERAL NOTES: I. P" Cos Num r� I :.0 R N THE NUMBERS RESPP/6HJI1' To NSFALL THE NATER SERVICE MOND THE TWTEA IOM I. E115111NP UTIl311ES 2. ADDRESS NOTE- OTETHE THELWATim PF EA9nxc SEWER. MATEN, Pam, CAS, TELE *M AND OTHER UTILITIES AND E-1111 STILT ADDRESS TG 9T' 111i ON SSRI OVER THE MAN ENTRANCE 70 THE BUILDING PER OWNER srRI1CTURE3 WMCN ARE LOCATED ACROSS, LWWNMN, ALONG AND WITHIN THE LILTI15 OF THE (SEE MX PIANS) PROPOSED NDRK ME NOT NECESSARILY SHOWN ON THE PLANS. AND MERE SHOWN ARE ONLY & SUN NNE: mpNOAMXMV COORMT. FRm m mmlH TN1rraw, THE CONTRACTOR SMALL NCTFY THE AIf EMN N 17PlSS OF B (BMTD 90. FT. REWIRE A PGi•ST. PERMIT MIRE E ®ENNW THROUGH UNPER MOUND PROTECTION CENTER ('MES U urf) AT 1 -Bac -752-7o01 AND, AT NS uARR1 COST. emom NSPECTONS oEPAR1um. VEIN THE LOGATIDNs Amo ELEVATIONS of ALL ERLSRNG UnUM'S WTHW THE LIMPS OF W LANDSCAPING: CONSTRUCTION. HE SHALL NOTFY ME ENGINEER IMMEMMY F TIERS APPLAES To BE A IMD,+EAPIMG AND SRIF IEPIRYEMENTS WILL E WALLED AND MAINTAINED M AS NOT W NIE IFEE MIN CONSTRUCTION DC►TACT OR UPON DISCOVERY OF ANY LRMIIY NDT sHon ON THE RAN. THE SIGHT DISTANCE HEMS OF MEN WohN RE PAMRC AREA AND A D1IIMEF/ED'f LOCUNNS. CONIRSIN E ACW NLABLE FDR ALL DAMAGEUV DONE TO ANY SCTURES OR PRO¢ERIf THROUGH L44DSOM MRL BE PROMISED S MGM BNS. HE CARELESSNESS OR NEGLIGENCE ANY GRADE STAKES, HUBS, EIC. nESTi SHALL BE S UnullY UNM REPLACED AT THE CONTRACTOR'S EXPENSE. ALL PROmOSED URU7ES ARE To E OIOkUo INDERGRMNO. NCLIOIRG ILEUM,, TELEPHONE AND QUM DEPARTMENTS AT LFASF 24 HOURS PIMIDR TO SFART OF WORK ON THE PROJECT. ry' & STAR sci 2. VA794U AND IRURKMAKBHIF NOT SM STOP SIGNS SHORN GM GM'S AT FATS ME IO E FLM ED AND IMSTx ON MOWER 4'x4 ALL LNIFRIAS AAO WORKMANSHIP SMALL BE OME IN ADOORII WITH THE LATEST' EDITIONS M FWM Be "WRILIDR A) VIRGINIA OEPAUMENR OF TRANSPORTATION 'ROAD DESIDN SONDMOS' AND 'ROAD BRIBE SPEGIFicKnoNS•. 7. ALL 5 M AND SAN. SEMEN RPE LENGH6 ME ME4MM FROM CEDER OF MARNE SMUCHNES (OL B) MPLXAKE ALBOMRLE COMITY oRWLWLF9 Mo REaM71oN5. DR NAMLI C3 THE LAW RULES AND REGULATIONS GOVEMMG CONSTRUCTION. DEMOLITION AND EXCANATICN AS I B. CNMI'VRO a 70 LIr1E HE 00 TAKER ON MESE PIAN$ AS ANY OUMRBIF5 SUDAN AK ADOPTED BYESAFEST• COOT'S CALGLSSRoN OF ME CGNIONWEILM OF AMM AND OSHA. APPROXIMATE ONLY TO SHOW SUPE OF WORK. 3, DEVIATION FROM PIANS a NOT AND com APRDWLL of THESE COINNIIaI AN PV16 DOES NOTE PRECLUDE THE RIGHT TG AMI DENhTON FROM THESE BANS WILL E ALLOWED ARGENT POOR WRITTEN APPRa,WL OF THE REMM AORINK DRAMAS PLUTO PROM TO STATE ACUPTMCE. [IMFA, ENGNEES /J10 AFFECTED COYERXNENRN. AGENCIES 10. SCREEN NP UTILITY PAI FKniRES SUCH AS IN PONDS TRANSFORMERS WITH I.MRDSM'M ON 3 SEES. A. CLEARING AND GRUBBING ALL GROWTH TH TREES VEGETATION AND EONS DI AND 11. APPROVAL OF THE SIZE PLN RAR DOES NOT NCLUE ME DESIGN OF NNE FERE SPRINKLER SWEM SEDER GRADED REASSHNIL G B G AREASIAS W ME PROPOSED PAVED ARID BUILDING MEAS A9 WELL A$ MENS INDICATED To E ACED To UNDERGROUND FRAB &MIDLOW PREVENTION DEVICE To ONE FORT ABOVE FINISHED ROM LEVEL PRICE 10 GRADED N THE TIE PWNG . NOMMEN SOP OmwN AND A SEPARATE PERMIT A'Pucxnam OAST BE sIIBMRDD MPDuou TIE B All. CLEARING AND GRUBMNC WITHIN THE UnIM FiLmFAgJi3 AND SPECIAL FILL MFRS SIMLL BE LE MPAFIMDR Or GADLYG INSPECHONS FOR REMBT OR APPRDwd. TO THE LETFIH AND WDM NECESSIRO To COHGIRUCT THE IMPROVEMENTS SHOW ON THE PLANS. G ALL TREES, BRANCHES. V ATICN AND DEBARS SMALL BE DISPOSED OF N A LEGAL MANNER 12. SIEPS sM. sT-H MIST E IN ANT SIMICUIE amm 4 FEET N HECHT. ACCEPTABLE TO ME OM7ER ANO ENGINEER. BUHNINs MD MS WILL BE ourANED BY ME 11 CONTIAMOOR is M BE IE3PORSEEE FOR COYPICION Alai IWL'L ACCEPTANCE OF ALL CnNsWCION CONIIAC'TDR A HIS ENPFFIE. AND UILRY LNE . & ALL TREES AND YE4ETAnom VNMR oasrnL cT SANT D6TAHCEs AT ROAG IMEABECTIONS SHALL BE REMOVED 50 AS TO MAN THE MAXIMUM SCAT DISTANCE AT EACH NIFJSECIIOH. S. TCPSML UPIPPING CONTRACTOR SHALL REMOVE TOPSOIL TO R5 MM DEPTH FWII ALL AREAS TO BE WAEO AND OR FNUEO. HE 9441 STOCKPILE OR REMOVE THE TOPSOIL FROM ME SOT' AT OWNERS DIRECTION. & GRADING A RMW AYS, EASENLENE9, AND SPECIAL FEL AREAS TO BE GRADED AND COMPACTED To THE FINISHED sUNGRAUE ON GRADES A9 SHOWN ON THE PARIS. CCIIMGIQR OR owm SMALL HAVE REPRESENTARNE S WAODE MM TEST RUN AND SHALL REPORT To THE OWNER, ENGINEER, AND ANY AFFECTED GUAMNkENRAL AGENCIES ANY TEST WHO SHOW A MR OF LESS THAN 10. IN SUCH CASE ROM PAVEMENT DESON ANY NAVE TO E RE- DER04ED TO MEET AM ME ACRAL SOL CONG1ONs PA&MLROTFRED. 8 IF UNGUIRABLE AAAIFAAL IS bEOUNTMM WITHIN ME RDADIWAY, PAPUONG AREA OR ANY SPECIAL FU MEFy IT SMALL E REMOVED FROM RIC BME PROPOSED PAVED AREA OR FILL AREA Mo REPLACED WITH SELECT EAFIOILL WHEN N SUFAKE FOR RoAmAw (OR BUILDING WQ COMSERUCRCN AS PER 400E RMUIEMWM AND AW SPECAL REOUIREYENB OF ME COUNTY ONK& ENGINEER, AND ANY AFFECTED GOVpNMENTAL AOENCIM C. FILL AND BACAPLL LATERAL SRAL DE COMPACTED TO 97K slo. mocirm BESn'f A Optimum MOSNE +-IOM UNIMS SPECIFIED OTHERWISE ON ME PIAN. D. AUL CRANIO OPERATIONS SHALL E DONE M SUCH A WARNER SD AB To PROVIDE POWK DRAINAGE AT ALL TMES E. AT ALL ROAD NERSECEIONS IN A CBT' SE)MN, ME BACK SLOPES MD VEGETATION SHALL BE CUT BACK WITH M LEAST 3:1 BACK RAPES SD AS M PROVIDE ME EST POSSIBLE TGR OISTANCE F. BTANDMD WANT EDDIES SSB -1) AND UNDEORAN SYSIEIY (UD -1 UD -2) DILL E INSTALLED AT LOGlT0615 SHOWN ON THE PLANS AID WHEREVER FIELD CCNOMOMS WMRA W, 7. DRONE STRUCTURE& AE WHOM ucAl*A ON A. ALL PIPE CuLYEHES AND now SERER Systems SMALL HAVE A MNNIIIL COVER OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED THE E PLANS. IF THIS PROJECT N LOCAFEO N ABEMRLE CW MY, ALL SCORIA SEVER SMALL. HAVE A MINIMUM OF 4" INCHES AGGREGATE 8EGON0 wTERNL a. BACKPILL FOR AL IRILn1E5 WITHIN!PROPOSEDSTREETS SHALL E PLACED GENERALLY IN ACCCRONDE WITH ALBEM RLE COi UNARY WECMIGATONS AND THE FOLLOWING CRITERM 1) No FRENCH SNAU, K BACNNLLED UNTIL AUTHORIZED BY THE INSPECTOR GI OWNER OR HIS A IZED REPRESEITATNni wTERMLS USED FOR BL MLL FROM THE TRENCH BOTTOM TO 12 IN0ES MOVE ME RPE SMALL BE BE= MATERML, FREE FROM FROST, LARGE CLAW. STOVES, AND DEHNS. IT Shi . BE MOROIIGLY MP CAREFULLY COMPACTED TO RNSCYE A SOLND BACKFILL ARCUND AND ONION ME PIPE 2) WINDMILL SMALL BE COYPACTEP BY WECFMNICAL TAMING THROUGHOUT THE DEPTH OF ME TRENCH m OBTAIN S7% DENSITY AT OPTIMUM IIOSEUIE+-iL THIS 5 70 INSURE A SUPABIE SUBBEE ACCEPTABLE FOR PROPOSED STRUM AND PARKING AEA 3) F N THE OPINION OF THE OWNER, ME ENGINEER OR ANY AFFECTED oOivEnNa RAL AGENCY THE Itliontom TAKEN FROM THE DIECJR IS Har SuPA9F FOR BA[KRLL. F SHALL BE REMOVED AND ACCEPTABLE MIEMAL USED FOR BACHMLi1NG SMALL BE OKMED. C TRENCHES SINAL E ERCNNWOED TO A MINIMUM OF 4 IMCHES SLOW THE BOTTOM or THE BARREL GF TME PIPE AND A BEDDING 94AU E PRONGED AHO NSTALED or SELECT 1MTMK SUTABLE To NEST YNrT PB -N PIPE immxd T1oN REWNEENR. TRENCHES SHOAL HOT BE DUE OVER 10 AGES WIDER MN ME GUTSOE DIAMETER OF THE PIPE UNLESS M UNSLIUMLE FGIINGA7M MATFRW. N ENEAIWNEN a. BASE AND PAVEMENT ITEMS A SUMME MUST E CHECKED BY AFFECTED GOIERNMENDIL OFFIDMLs, Mo oWNER FOR awS, TEMPLATE ALD COMPAC7ON BEFORE GCSE 5 APFum. O MSE AND PAVE)W NMTEAALS SMALL MEET ALL %Dor SPECIFICBIONS AND SWUM E MPUED IN ADODNOANCE WITH THE CURRENT COOT Iii FI ams. ALL Awria IS OAST E TESTED AND APPROVED BY OR APPUC43X ODUERNUENTAL AGENCY OFREALS PRIOR TO PLACEMENT. C. PAVING OPERATIONS SMALL NOT BE SUITED BETWEEN NOVELNGFR 15 AID APRIL 1 WMKILER WRITTEN AIRHOROATON E AIffMARLE COT.WIY OFFICIALS AND THE OWER. O. WHEN AGING PUG WILLED AGGEGATE BASF MMOL MICH 5 TESTED OF %VW OFFIOMIS AT THE FLAN17. THE TEST WILL BE Cwb FOR DO GAYS ONLY. AouampK 9N NDE' TEST s1MLL E MME AVER W GAYS. E WHEN LOCAL BAY NATIONAL (TYPE In 5 PROPOSED FOR ROAD BASE, IT SHL4 E TESTED AND APPROVED BY 4D(ir OFFICIALS PRIOR To BEING USED. DINER AND MY APFECED maEPNIEfdAL OFFICIALS lli L NSG CHECK AND APPROVE LOCA. BeSE MATERIALS FOR DEPTH, COMPACTION. AND CONSSIEMLY ONCE IT HAS BEEN PLA® IN ROADWAYS 9. SEWING AND MULCNWG. EEG A ALL roint aw, SEEDNO, UUNG, AND MULCHING Wu E GONE AT 71E FOUOW40 PATES UNLESS SPECIFIED OTHERWISE IN PIANS: 1) LYESIONE-2000 IBS. PER ACK 2) FERTLM41-10DD LBS. PER AMIE (10-10-1D) M EOUIVALFM 3) KENNO Y S1 FESCUE -17o LBS PER AcRE 4) AA'4NFAL RTEORbAss-IOo LBS. PER KRE 5) AR LCI (STRAW OR APPAWED EDAvAmT)-40a LBB. PER NTE 1O ALL ENTRANCE PERMITS TO RRUC ROADS OAST E OBTAOED BY ME CT1r/RRAC7OR AT H5 EXPENSE PROR TO CON!i MUCTON_ ALL OMER PERMITS MECESSMY To UNDERTAKE M5 PROJECT MSR E GUANO BY ME CONTRACTOR PRIOR TO OUISIRUGION (AT ME CONIRNnORS CAPENSE). 11. FLEVWIONS ON THE RAM! ARE To DRUM ESTABLISHED BY THE H.G.S. OF THE u n A L 12. A IANGNDINA DROP INLET (ON GRADE) SMALL E POURED WM THE THROAT ON THE SMF GRACE AS THE ADMIRING CUiS AND DIMMER UNLESS EPA CIFICALLY NOTED OTHERATSE ON THE PLAINS. 13. ALL COMSTR ICTON STAKING MALL BE AT TE comitu1C10R5 EXPENSE UM23NG A VIRGINIA CERRPED PRaFtllsio . ENGINEER OR LAND SURVEYOR UNLESS "EEO UPON BY THE OWNER IN WFafNG. CORES OF ALL SITEMORK CUT SHEETS ME m BE FURNISHED TO ENGINEER FOR HAS REVIEW PRIOR TO OON4IHIICIION. CONTRACTOR SHALL E LABII FOR ANY ADVERSE WMSEDUENCES IF CHIT 5NEET8 ARE NOT PROVED To ENGINEER FOR HRS RENEW PRIOR TD coNavomm. COST OF THID REVIEW TO E BORNE BY CONTRACTOR. AM& k C.-50fM VV°NmKwNNHnoda NFPAM G•w _ % Qh06�mm� 8wMon ].f A.l.l R•Iwremw NNOI•ew� _ � 14ae R.ccmnenme°I.1 e 1 I� puce -e •y_ (Gee Bh•Ymw Then lbws Uu) Mau.., Llne Detarl HaaHhaarr Fac111E1�Npbe (To he u.a rrhh ol.wrq. xct Ulru xa�3 1. Nagpnbl Phu PnNopon Aww:Mmbn RBC 8uad¢n 5.1.3.i.19.f ShMn enG praxue-reaelN OmenRauhlwm.errtrnumelnpnnh�ita mallpinuon Art.l L R¢UInV ur a Ica mt. may IN pnlema Ica-INARa g' -D' opnlrG In faEwnmentled, 9. Mectiarc ul Milo,, MM d nllbma eupplNd aY AWaeN meN eoppl IeN. Weare eupP41Pw. n n un elm reaem pneMn Mu Deman ePpHlYcebkl. & 120 VAG 120 AMP pica- ngmred bl the hwl NGRWI111- IN, nWmauwl rim. I, Remminww calling Degw-Air po alum pw j ie a Dir a r- 01 Na Tank ped. a. EmePa YOJyywl Upph CA -11m U5DBG)mmt be.VWU.d by Un heepaal. i. S-- retie end dNNNWm pipMlne must be In•hKMd by the MnpiMl. PUG, porton "Ne dr ceppM ebb rpulnd. I. anurm nde 0.11 M P-wiid hr Ole h.PIIRL QaRI INnIL NOME SIX ST FO¢ernmIYel lxNraeha.xe a=Fned Io�wne REV HGN� 1 Od 2'-O' 'l 2. 3000 Pd NIR . • T RDSUS MTIRNNO EDIG&TE E kx b 57 F-9 2 VDOT STANDARD CG -6 NDT ro SCl&E PS CONCRETE WITH IN RACE, C. TO 13E CLASS A-3 r� I :.0 CUSS M RF PRECA'IT 2• PAWS 4. __ ' �e� P�meae V2'(CAST +wSURFACE ��i57 axwm�.t¢�� ��M�ry��• 311 STCNE ITE]GERM2'MATCH SUBGRADE law TNn 6�IiwtllP M W 11'Fnn artl• (TD BE USED ACKIACENF TO SIOETMLK) A-3 IF COSI N RACE. e- nrv4inp nelGwdermb NPn p0 eoHswemAL xoncs uncal eemN G.e., And• w1 '�„' DnwMln a meelmlW Fw Rndu.erger �amm..¢MI CLAS M IF PRECAST a ,IMW.�if' �2.'fY,e`mm° wars rS•A�i3Fi' o. 1 VDOT CG -2 VDOT ALT. 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Pour-rtuL.0.6 -.- „•� Ped lneMlleelmn Praeedwn NOTE: ic UNDERORAN 15 70 BE CONSTRUCTED PER 91D VDOT u0-4 oErNL -�•I 1.0' MLN �e /57 SMAC 4 It VV ISRDRAVN n FALTER FAA W EXISTING CONCRETE PAVEMENT4 UNDERDRAIN (PER VDOT UD -4) NOT TO SCALE NOT TO SCALE PLAN VIEW y YAw s ', r.vicerrn. GR.L¢.dQNrr �:a ETw.a L..•1, m^.no'NLrm. an�yaPN II} ELEVATION Nil y i. R Aumn Gm4a.e v.a Ra•uaili umavw R Nom.` �ewrowL,dentlltldaNa-� , Eww-hem ara.ux. AAvr�- 1A,° a� �. 4%mwPwI NDIE NE PA BNC Beodon S t A 4 ]as aNp m�iv vbyrywem�ipp�.iaPwrl�.�. �..laowwrtrw �Q• mwHbH hr m�lem mMl helwav wH apn'egm. NOTE NEPA aaa¢¢SI.].a,],10 BSMalwwprealW ANevnwl• b loraela�a.Ilyrnrmlranudw nNNI. ry.�a nd ao® PNa rwpded alame duuMnmepptlb ploYd wArpnnL 9-Ale.n..an Me.l,.e 11 Ra•Nwhrlew- PlwwnSWb4biAGN mGo-A 2) Rarrve Pluelra LOXp® W LarLeW Aunn aLwl INwI Owq•an RorarTnh ®EPet.a VAnb lbniaY SNp.n RaOUYhn CabNw HOSPRAL- OXYGEN SYSTEM LAYOUT BB BV27W Nwe Jurms -N- fP ONn•w [r up � f • �v4bevmlerm � � �. • anal r Gln dwdw b pnbcthrenW,ko. • le°i°Wlemn e°tlNMOKWe mMW Ne! ' : I Arne aN•e ". ' - .- Tv - rOwAFrov OP•Nna A •_F • ry¢Nal plwnu a.w..n A. -A. Bbndmrd Bollard CRUS a dwad A. M,,,. 0.11mh°•PeranrawuRnd AIHmore Irrrw aT•aLRlal I•drawhr aw atr YNG Nx,tlnswl Ptlnw- . FFkh crm: awT-0ILaI bawrlW ehrw aer voa Aaaa uemu e4r'• b•4•Y•Me • IQRei2N. ApeIN u g•wnm•MMlxw. _ B1.nderd BmlMrd Dekll PIPS .T�}?'�'.r•OE.- a,rn Lrrnr LOWGTUCr. 01VG�w r� I :.0 rAr- pfr uM, m_u:x: LN.c LUKdP[AFg1AW CARET Pit RO1 lRE pI .. riie'�'i:�i�:ivac-t�4mrm Y16'R MEN CURF'rS PAYEC GIPULODP SEDnCN '2 �11u EOR MISE dN•TN STA zED DEEM-CEiDED FG.WM1E uNE10 , ����.L •�� I�.r� ::. axwm�.t¢�� ��M�ry��• 311 tom::: �- q ;rJ' '•^� nt•.,e. mn� r..r.n.. R .]h'B Nd TER IFOR UE MAIM STABLED OPIN-,FAED'S.CTIW ORA'IAGE LMEO v.rt�� nPiES 41 I' FDOmRAAB x GRE ASPM a ,IMW.�if' �2.'fY,e`mm° wars rS•A�i3Fi' o. ♦��iL�i"•`f�:m'eA4s-3'�. g:Nir.''ii(Iv. +i. °'mo aIS'"+ :r •,•imi'r wi¢r '.MP � HIM Itiw.°ux A°53fv weanA `.mote -e :.s:e o.w. ylAuva mo i" .. ° NEW.,- _ r�.rA'i �-�i�L°h¢9°°LiwlwiO i anNiT. ���a. [E w�if•Ti�i.le�r� 1 � CrzfET �i°aYeY rim ° STANDARD PAVEMENT EDGEDRAINrurr I� U. T -Ir C2 PROJECT DESCRIPTION: THE PROJECT CONSISTS OF DEVELOPMENT OF A PORTION OF 13.49 AC. PARCEL TO BUILD INTERNAL ACCESS ROADS WITH ENTRANCES FROM NULL ST RD, HAMPTON RD AND OTTERDALE RD AND BUILD CONVENIENCE STORE WITH GASOUNE STATION AND SUPPORTING PARKING LOT. THIS CEVELOPMENT IS CONSIDERED TO BE PHASE 1 FOR DEVELOPMENT OF ENTIRE PARCEL DESIGNATED FOR RETAIL. THE PROJECT IS WITHIN CEPA (RMA), EXISTING SITE CONDITIONS: THE SITE IS NGT DEVELOPED ENTIRELY WOODED WITH SOME CLEARED WOODS ALONG OTTEROALE RD WHERE WATER MAIN WAS BUILT BY OTHERS. THESITE DRAINAGE DIVIDE IS LOCATED GENERALLY IN THE CENTER AND DIVIDES THE SITE ONTO TWO DISTINCTIVE DRAJNAGE AREAS. WESTERN DRAINAGE AREA SLOPES SOUTH WEST TOWARD EXISTING CULVERT UNDER HAMPTON RD. EASTERN DRAINAGE AREA SLOPES SOUTH-EAST TOWARD EXISTING CULVERT UNDER OTTERDALE R0. DISCHARGE FROM BOTH DRAINAGE AREAS FLOW THROUGH NATURAL AND MANMADE CHANNELS AND CULVERTS AND END UP ULTIMATELY IN EXISTING LAKES LOCATED WITHIN HAMPTON PARK SUBDIVISION. THERE ARE NO ON SITE WETLANDS. ADJACENT PROPERTY: THE SITE IS LOCATED ON SOUTH WEST CORNER OF INTERSECTION OF HULL ST RD AND OTTERDALE ROAD. IT L9 ZONED C-3. ON THE WEST OF THE SITE ARE UNDEVELOPED PARCELS ZONED C-3. ON THE EAST ACROSS OTTERDAE RD ARE PARTUL.LY DEVELOPED PARCELS ZONED I-1, SOUTH OF THE PARCEL ACROSS HAMPTON PARK RD ARE RESIDENTIAL PARCELS OF HAMPTON PARK SUBDIVISION. NORTH OF THE PARCEL ACROSS FOUR LANE DARTED HULL ST RD ARE UNDEVELOPED COMMERCIAL PARCELS ZONED C-5. OFF-SITE AREAS: PART OF THIS PROJECT WILL BE WIDENING EXISTING HULL SF RD AND OTTEROALE RD TO PROVIDE ADDITIONAL THROUGH AND TURN LANES. DOWNSTREAM DRAINAGE: DISCHARGE FROM BOTH DRAINAGE AREAS FLOW THROUGH NATURAL AND MANMADE CHANNELS AND CULVERTS AND END UP ULTIMATELY IN EXISTING LAKES LOCATED WITHIN HAMPTON PARK SUBDIVISION. SOILS: THE SITE SOILS ARE: CRAVEN FINE SANDY LOAM (41B), COXVILLE LOAM (338), OCHREPTS AND UDULTS (172E). EROSION CONTROL HAZARD MODERATE TO SEVERE. CRITICAL EROSION AREAS: THE MOST CRITICAL EROSION CONTROL MEASURE WILL BE CONSTRUCTION OF SEDIMENT BASIN /1 WITH SYSTEMS OF DIVERSION DIKES DIRECTING CONSTRUC IDN RUN -CFF TO THE BASIN. PERIMETER SILT FENCE I$ PROPOSED TO BE INSTALLED TO PROTECT ADJACENT AREAS FROM RUN-OFF NOT CAPTURED INTO SEDIMENT BASIN, EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERYIISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SMALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE HANDBOOK. THE MINIMUM STANDARDS OF THE VESCR' SHALL BE ADHERED TO UNLESS OTHERMSE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES: TEMPORARY SEDIMENT BASIN - 3.14 SEDIMENT BASIN #1 IS TO BE BUILT AND SILT TRAP 02 1S TO BE CONSTRUCTED WITHIN DELINEATED DRAINAGE AREA AS INDICATED ON PAGE C2.1 AND C2.2 OF EC PIAN. SPECIFIC DETAILS AND CALCULATIONS ARE ALSO SHOWN PAGE C2.4. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED ON PAGE C2.1, C2.2 OF EC PLAN. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK SHALL BE INSTALLED OFF PROPOSED HULL ST RD. DURING MUDDY CONDITIONS, ORNERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE HIGHWAY, STORM DRAIN INLET PROTECTION - 3.07 R�HI}T,4 SMALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT -LADEN WATER qE�� ENTERING THE STORM SEWER INLETS. Tf)RFORAR9 W=B4EDmES.303.a9 WBP@IEMWIDF F EVklMOIIbAI%aYTRLOGI qWERIEURXATOMMLECE 4MhLM- BELOW SPACE PAND APP O aEC FIS ELD I�NwSNPE�tITOR I5�0�B�E STABILIZED WITH PaAEST TEMPORARY AVAILAB ARY LE VEGETATION TEMPORARY SEEDING - 3.31 SEE MS -I BELOW EROSION CONTROL BLANKETS - 3.38 OR MULCH - 3.35 ERGSIDN CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADEAND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS AND WILL BE APPLIED AS A SECOND STEP IN THE SEEDING OPERATION. MANAGEMENT STRATEGIES: 1, CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. SEDIMENT TRIPPING MEASURES WILL BE INSTALLED AS A FIRST STEP' IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 4, AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. S. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. S. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED, PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALT. BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TD STD. % SPEC. 3.32. PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND To ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING, STORMWATER MANAGEMENT CALCUTATON OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES SIGNIFICANT INCREASE IN PEAK RUNOFF FROM DEVELOPED AREA BUT WILL BE DETAINED BY UNDERGROUND DETENTION FACILITY AND RELEASED INTO V -DI CHANNEL MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1) THE SEDIMENT TRAPS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP REACHES THE CLEANOUT POINT INDICATED ON THE RISER PIPE. 2) THE GRAVEL OURETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WITCH WILL PREVENT DRAINAGE IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEWED OR REPLACED. 3) THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 4) THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A 0000 STAND IS 6911'T9I(9EUy AReSs 0§LDd6 F IL O ANP RESEEDED AS NEEDED. ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED ANO MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE '1ARGINIA EROSION AND SEDIMENT CONTROL" HANDBOOK AND VIRGINIA REGULATIONS 9VAC 25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: ALBEMARLE CO.- ENVIRONMENTAL ENGINEERING REQUIRES MANDATORY NOTIFICATION 48 HOURS PRIOR TO THE PRE-CONSTRUCT40N CONFERENCE, ON PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND OISTURBNG ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SMALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -B: THE CONTRACTOR 6 RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ACTIVITIES ALL TIMES DURING LAND DISTURBING AND DURING SITE DEVELOPMENY UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ASS -1: & A �TPRdFiPlifailk4 FsfAllu lilVS TI�t 6IpPN[6 WIH@IO &Rffift GPiITATDI;E1"SUM "(LT NORNk4EPWW(4TI®M YRED§%rRMINED 9) MT5tP 139T�MQIft61uflffHtll��i�4fi4§€}�€ILtr WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THEN 14 DAYS. PERMANENT STABIUZATION SMALL BE APPLIED TO AREA THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -1 a- UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FDLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CR'TERIA: A) NO MORE THEN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME B) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE CF THE TRENCH C) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR CFF -SITE PROPERTY. 0) MATERIAL USED FOR BACKFILUNG TRENCHES SMALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E) RESTABILUATION SHALL BE ACCOMPUSHED IN ACCORDANCE WITH THESE REGUTA71ONS NOTES: A) ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT B) ALL ONSITE DRAINAGE EASEMENTS INCLUDING SWM/BMP DRAINAGE EASEMENT MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT C) THE ACCUMULATED SILT MUST BE REMOVED FROM THE SEDIMENT BASJN(S) PRIOR TO CONVERSION TO A PERMANENT SWM/BMP D) ALL THE COMPONENTS NECESSARY FOR THE CONSTRUCTION OF THE SEDIMENT BASIN(S) MUST BE ON SITE PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT E) THE SWM/8MP MUST BE CERTIFIED BY THE PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY OCCUPANCY CERTIFICATES F) A VDaT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT G) AT THE TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD 510145 MUST BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS MAY BE INSTALLED ON TRIPOD DEICES AND SHOULD STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR TRUCKS ENTERING HIGHWAY OFF-SITE LAND DISTURBANCE NOTE: A SEPARATE LAND DISTURBANCE PERMIT (SITE IN / OUT OF ALBEMARLE COUNTY) OR AN ESC PUN AMENDMENT TO THIS PIAN (FOR SITE ENTIRELY IN ALBEMARLE COUNTY) MUST BE SUBMITTED TO. AND APPROVED BY ALBEMARLE COUNTY ENVIRONMENTAL ENGINEERING PRIOR TO ANY OFF-SITE DISTURBANCE (BORROW / FILLING / DISPOSAL ACTMTIES) ASSOCIATED WITH THIS PROJECT. IF THE OFF-SITE PORTON OF THE PROJECT IS LOCATED WITHIN ALBEMARLE COUNTY, ADDITIONAL E&S INSPECTION FEES WILL BE REQUIRED. SEEDING MIXTURES. RATES AND DATES, SOUTHERN PIEDMOND AND COASTAL PIAN e Mbr Mq,`i. K ,aan lnprdrio .n m! il-la 4aN�'Pou` W.Z= IM muu„1 a 'I Iwxme ecm,ir,eM• a.u,cc vA swcc ORGANIC MULCH MATERIALS AND APPLICATION RATES - NhT{S RATES DATES SITE SEEDING PER PER 3/1 4/15 IV CONDITIONS MIXTURES ACRE 000 fila 4/I11 at7i 1 1s High 1. TO rarer -Box tan SmN 196-x75 M. C. i ditIl 4-r h ptA R+E ab aranal Yo,a a,Amd4, bLry.a-10x Pm 3m. a Ib.. Y m x 9orl eo- eu 1-] N. �naare e. Ta a.earaBA sorb Ohnm,len bt- Mq hontllsv by Nana- xm�i ba aartl a mxa 1168 al m mon rmaaw Ym,mmm Rm �-1M !p'!r. 2 bw x (nA) % N Cn„rrtl Wa M-1 hyyr¢u_IS Mmol 15A (1sBxn a,M'llonew) x - a TTI r.mu.-ebz arta. IrrP.tl®-wx 70 e. a N,., x (a) X x - ia, 61��p, .eh�ir. Noy bw mare Mn,tl ryngranr-sox m m" 1Rv by 4soeaa s_ia K Y - x x - (B,b) rtpArao.o} Mawonh tma Innen lawar�>o-/'1313 Mnud DbQ 15x 90 Rr s bw x x x BmrV x ToR anrnr�oz Moron Irrpraam_mx (e,b) �nm Rrtl� rywrgB-IDA eB IEa N x e Mbr Mq,`i. K ,aan lnprdrio .n m! il-la 4aN�'Pou` W.Z= IM muu„1 a 'I Iwxme ecm,ir,eM• a.u,cc vA swcc ORGANIC MULCH MATERIALS AND APPLICATION RATES - NhT{S SEEDING RATE WI.P1E5 Pw .ler. Pr 10130 w- NOTES spur or Hey l.er3 Ion. X80 Ibz (IBWmum lye rro,n rarer rna cm,r mailer. Y ddom„ Ix aw Mort M mGion,tl. 5y YM mold, elm�� Try fiontl. ainlrr cmx a . fiber MWeh MhdrAum A ft. W nn um a m4rO fm nmmr 110. IM "�PAr m W:afaa nrL ay Prabrtw tan SmN 196-x75 M. C. i ditIl 4-r h ptA R+E ab aranal M„d� rJN EDAM bbra or Aooa 4-13 raA. Lea -n ` a aA,a mnntrrop�Wr-A•ra. Oo nolrtu�al N RaMNN 3AP11 h..O. rRb nMch doer, rhp hwntllM, er 9orl eo- eu 1-] N. �naare F,rr o1 mnrr mr11x. 41 sorb Ohnm,len bt- Mq hontllsv by Nana- MTrn "tar mWah Y 0. r,h ammba mumh BN,B prrtotle aMA e . r m a a . wP* N o „ wd = a mW IWVm Or 4a IM✓loop r9. ft, LIMING REQUIREMENTS FOR TEMPORARY SITES AAArma,ernaaa APoBeaeon a IeYhxW 6h„ofom a9,kmn,d umarna RM a.P 1 3 ma w nes 43 W a.P 2 ba FW om 33 m a 1 lor, Orr ocn sure.: a SxKG TEMPORARY SEEDING PLANT MATERW.S, SEEDING RATES, AND DATES mH®NR SEEDING RATE NORTH 190 SOUTH ISb APPIICAll111 FIVE (mum PEA ACRE? SPECIES 7:1 yl a/, ms �1 B/1 PLANT CHARACTERISFI S b[ex awrxm lzml 4 6a 13/15 11/t 4 BH 1(1x16 /3B a36 u61B faa .owoy 3 bw (xp m 1ta „rt rb 11,a Se 4a.7 x x ]BB R+E ab aranal �dA�NP b 110 li Y 7 Ib Axa, eo bw) - x x TOHrar.r 1.n Cat w axle 331 Orarrr 5P' owo. ee ma Aa wa Lar meNU.a I� IAIlEI SP M. 1 b. - % _ _ _ xm�i ba aartl a mxa 1168 al m mon rmaaw RIECM9B (e] ®>4 1S Lbw x - x - x ANNWL MfE ��.1 (1sBxn a,M'llonew) x - w4mv-.rear I.wwyB,�Y�mepo (lYrR,orti °oma°) - ia, 61��p, .eh�ir. Noy bw mare m m" IL16al1 y� M3U.aP.arna Pe "r. ,ppa. 1b ba' K Y - x x - Ab,r„ ramp an,.d I.gvn., rtpArao.o} Tndaaa°a % ms°°Rn.`R.' Yy a "awe,: 1Nr`�"a`m,Ae wa."°a Amirlmnom°Rr ew,. >w mo,a as -1 eb uz-z M J' b wtl era aax`r e,ep �iw, .re' 1 nrrd lB a IVa M pl, a e mnr Yap Wu M ewedrq. N Ma' M asl go,Ma brlwn Y,r tlolnw - M.T b. pen.l.a brtr..a ha tivdr. F UME AND FERTLRER NEED SHOULD BE DETERMINED BY SOIL TEST. SOIL TESTS MAY BE PERFORMED BY COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI&SU, OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LA80MRY IS AVAILABLE FROM COUNTY EXTENSION AGENTS. REFERENCE APPENDIX 3.32-D FOR LIMING APPLICATIONS (IN LBS.) NEEDED TO CORRECT UNDESIRABLE PH FOR VARIOUS SOIL TYPES. UNDER UNUSAL CONDITIONS WHERE IT IS NGT POSSIBLE TO CBTAJN A SOIL TEST, THE FOLLOWING SOIL AMANDMENTS WILL BE APPLIED: ILMI COASTAL PLAIN: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (9a LBS./100030.FT.) PIEDMONT AND APPALACHIAN REGION: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE UMESTONE (90 LBS./loop SO.FT.) MOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED. MIXED GRASSES AND LEGUMES: f00D LBS/ACRE 5-20-10 (23 LBS./1W0 S0. FT.) IS PREFERRED; HOWEVER, )TDO LBS./ACRE OF 10-20-10 OR EQUIVALENT MAY BE USED. GRASS STANDS ONLY: 1000 LBS/ACRE 10-20-10 OR EQUIVALENT NUTRIENTS, (23 LBS./1000 SO.FT.) OTHER FERFUZER FOIRMUTATONS, INCLUDING SLOW-RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WAER QUALITY STANDPOINT), MAY BE USED PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. INCORPORATION: UME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 4-6 INCHES OF THE SOIL BY DISCENG OR OTHERS MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN APPLYING UME AND FERTILIZER WITH A HYDRROSEEDER. APPLY TO A ROUGH, LOOSE SURFACE, TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL mH®NR BNVhaN , TYPE of TORI INOzm APPIICAll111 FIVE (mum PEA ACRE? IrpMhoMN III 7:1 Deme spq IP00 b[ex awrxm lzml Fw Spey a36 fn 1Rnyr 4:1 Rrw: Sp: i ]BB 1R�p1bA (IanpT�lllo) T.1 SR) 450 331 Orarrr 5P' 3W Vf z 0 V< �^^N Iia V1 0 z [Ax� 1� rLLj l T�r~ VL l --I U z V z r-1 U C3 L 0' "e°; ;- _ �_ \ PROP LWDE GRAIN \, J a - / - • / - PLOP UA OXYGEN LINE S 4 V W70P RETAINING WPLLJ � PROP 19,01 CONC PARM _"_„-� � �•c-„[� fit f:, �, � w �l a� � p��'��'�.. �.�'. i SATE r�P�riuleu.�nVc.�s � � .. 1'i•1 ' _ a t�--.-�� .,•1 � � � r'- \ = � � � . r / 0UTPA%% Vr CARE r CMER .;r STORY _ 1 m / IL WE ST.4TISTIGS � � � J // - .�' %� � OPER.• ,- � ��' /'d / •�� / 500 AbHha �i1M8p/1 Dni+e r Chafh?desmft N?g kWd 22911 ^am Ho.: (434) 854-7038 Adm., AN. A# hW Spotr EmaA A9PSPATIQsentamcom TAX A94FL 07800OOb0031/0 MVAW2- PD-A(C EXISMU USE - O"MdEAtCAL OFF/CE BCUG (3 STORY), IOCTO@ER 2002 OCCL4oAMCY) A405S SOLWRE FOOTAGE 91,737 5+2 fT M7 SW4RE fUOTAGE.• 91,737(80X) 7.1.3590 SQ fT, IOMOMSC hS rHT.• 49,5 FrV ..*Y % 9071M CES REf7lA7PED 424 SPACES EX/S7M (PD? SDP 2W94WM) 2 SPACES REMOVED PER rM5 PTAH 422 SPACES PROVIDED 1 40 0 40 80 120 SCALE: 1"=40' C4 jl! s I � if PA .� L 0' "e°; ;- _ �_ \ PROP LWDE GRAIN \, J a - / - • / - PLOP UA OXYGEN LINE S 4 V W70P RETAINING WPLLJ � PROP 19,01 CONC PARM _"_„-� � �•c-„[� fit f:, �, � w �l a� � p��'��'�.. �.�'. i SATE r�P�riuleu.�nVc.�s � � .. 1'i•1 ' _ a t�--.-�� .,•1 � � � r'- \ = � � � . r / 0UTPA%% Vr CARE r CMER .;r STORY _ 1 m / IL WE ST.4TISTIGS � � � J // - .�' %� � OPER.• ,- � ��' /'d / •�� / 500 AbHha �i1M8p/1 Dni+e r Chafh?desmft N?g kWd 22911 ^am Ho.: (434) 854-7038 Adm., AN. A# hW Spotr EmaA A9PSPATIQsentamcom TAX A94FL 07800OOb0031/0 MVAW2- PD-A(C EXISMU USE - O"MdEAtCAL OFF/CE BCUG (3 STORY), IOCTO@ER 2002 OCCL4oAMCY) A405S SOLWRE FOOTAGE 91,737 5+2 fT M7 SW4RE fUOTAGE.• 91,737(80X) 7.1.3590 SQ fT, IOMOMSC hS rHT.• 49,5 FrV ..*Y % 9071M CES REf7lA7PED 424 SPACES EX/S7M (PD? SDP 2W94WM) 2 SPACES REMOVED PER rM5 PTAH 422 SPACES PROVIDED 1 40 0 40 80 120 SCALE: 1"=40' C4 2 PARKING TO ACES TO COMP04MTE IMPERVIOUSNESBPOF NEW THIS AREA IS TO BE SEEMED AWa Gght/Lamp Past Nbter tww �= Cas A/eler j= E7 -&f Meter �''- ,- Pechic Trzarsfa mel (a� rdsed --t -.Sign Post sYarnr Sew®- G'ew.aul - Sprfikler Caahols (9ocA//ow Pre�evrta; Pump, rw,x} = Underground � lrie (kld Red Pohled L::res) Obl-lie (BA- Pmhn - Clef ...... SME 4'11- UNDER :(LOCATION PER DE r� A E7eK� 52272' lnv.(wt) 18'Anf 51450' syr, (2)- cma A' Ran L7— &. k) 7—Jvw(sr} 18 RCA51048' RGP-51030' s?'- ®- Lbnc. D1 Rre�K= n L7 51401' In Krm} 18' RLP 507.66' SW- @)= Ol Meld GMte R/A.n Pew= 51988' A9Kre,) 6' PH:=517.51' Avw(out} 8P4G'=51597' S&.. ®= Ot Metd &A M Ran Pev- 519.74' hrK(') B' PH -517.69' b I L _ J t!01t OF 4"o PVC DRAIN 5+ -LOX MIN _ EW -1 PER VDOT DET 101.32 W/,sm MESH WIRE ' E%ISUNG TREE TO BE REMOVED/RELOCATEo PER OWNER'S DIREC1ONS�.._- 1097, A d RETAINING WALL PER a - STRUCTURAL DESIGN ON SHEET 51.0 19x27 COW SLAB FOR ONYCEN TANK a (3' ABOVE OFF-LOAO PAD) EXISTING SIGN TO BE— 6' TALL ' REMOVETJ/RTIOCATTI7. W PVC COATED BLACK PER OWNER'S MFaFCBONS �CHNNIJNIC FENCE (B GA) PAVEMENT AND -CURE; ` PAVEMENT AND CURB RE►TO BE RU�OVED 1Oiffp' CG -2 REPLACE DISTURBED ASPHALT SIDEWALK (MATCH MATERML AND THICKNESS) A fig$ UT! / rAo ja m E _ �� �^ � e Ce V p� a& SEFORE 1'OU MG CALL I -- 'FIT T r. F.i LF, J E T -F=E /n YI 'R II es I r z SOLLMOS AT "r 0/C (T1w.) - � 5' WIDE GATE �i k 12'x12• OFF -TWD AREA �r.'. - • \ (DELINEATED ON ON E1cIST ��r ' CONCRETE PAVEMtldi) ,* Mom OF OFF-LOAD PAD ANO CA7ES � , � {. >t� •' . IS A MIRROR IMAGE OF THE STANDARD DETAIL (RS SHOWN ON Sl 21 PER NRGAS' REPRESENTATIVE REQUIREMENT. 1 + -"-EXISTING RETAINING WALL .• � �\i_ � [ �. IS TO HIRE PRNATf tMUTY LOCATION COGPANY RP -.. EXACT AfyLO CATiON ANO ELtVt110N IAAND O �1 �4 CIF TSTINC POWE(= LNE. STORLf PIPE �1 w i a �p N x I --I r � UNDERGROUND OXCY6EN LINE ,_..(SEE MEP FOR DETAILS).. L' i I r^ SOLLMOS AT "r 0/C (T1w.) - � 5' WIDE GATE �i k 12'x12• OFF -TWD AREA �r.'. - • \ (DELINEATED ON ON E1cIST ��r ' CONCRETE PAVEMtldi) ,* Mom OF OFF-LOAD PAD ANO CA7ES � , � {. >t� •' . IS A MIRROR IMAGE OF THE STANDARD DETAIL (RS SHOWN ON Sl 21 PER NRGAS' REPRESENTATIVE REQUIREMENT. 1 + -"-EXISTING RETAINING WALL .• � �\i_ � [ �. IS TO HIRE PRNATf tMUTY LOCATION COGPANY RP -.. EXACT AfyLO CATiON ANO ELtVt110N IAAND z �1 �4 CIF TSTINC POWE(= LNE. STORLf PIPE �1 w i a �p N x z r � -I L' i I W°°m c nni :E c z0 m epz tom- us fel ss� TT� a OWWIIIS a HR PR ATE"UTILDY LOCATION COMPANY ETO OF AND ELEWRION �LOCATTON WATER CONNECTIONS r c `~ � z x O REPLACE asru CONCRETE SIMMALK f 3 Sfory '6u17 i�Rg if- GRASSED ARE ISIME COMPLIANCE NEW IMPERVIOUS AREA ADDED WITH THIS PROJECT- 361 SF. (CONCRETE PAD) IMPERVIOUS AREA REMOVED WRH THIS PROJECT= 445 SF (GRASSED AREA) NO NET IMPERIAOUS AREA ADM WITH THIS PROJECT THAT WOULD REQUIRE AODMONAL PHOSPHORUS TREATMENT PAVEMENT TO BE (NEW GRASSED ARI AND MOVED q _ • T�� �1 �4 a ti 3 rll U. w i a �p N x z r � -I L' i I IpI nni :E c z0 m NEW. PROPOSED IMP AREA 361 TT� a u a c N F AND MOVED q _ • T�� iSEO,.AREA 54 $['� ., �' 1 U. : ALL 10 0 10 20 I C6 SCALE: 1 "=10' GENERAL STRUCTURAL NOTES CAST-IN=PLACE CONCRETE 1. ALL WORK SHALL BE PERFORMED iN ACCORDANCE WITH THE 2012 VIRGINIA QUALITY ASSURANCE CONSTRUCTION CODE. PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSEIC), EFFECTIVE JULY 14.2C' A MANUFACTURER QLALIRGATIONS; A FIRM EXPERIENCED IN MANUFACTURING READY44LXEO CONCRETE PRODUCTS AND THAT COMPUES WITH ASTM C L 94,C 94M REQUIREMENTS FOR PRODUCTION FAC1 JTIES AND EQUIPMENT. NO LOADS IN EXCESS OF THE DESIGNLIVELOADS LISTED SHALL BE O. 1. MANUFACTURER CERTF IED ACCORDING TO NRMCA'S �ERTIFWION OF READY MIXED CONCRETE PRODUCTION FACILITES." UPON AVYAREADURING CONSTRUCTION . UNL=SSADEQUATE SHORING ORR TESTIAG AGENCYGUALIFICA.TIQNS. AN INDEPENDENT AGENCY. ACCEPTASLE TOAUTHORMES HAVING JURISDICTION. OUALIFIM ACCORDING TOASTM C S1777 AND ASTM E329 FOR TESTING INDICATED. AS DOCUMENTED ACCORDING TO ASIRi E 848, OTHER MEANS IS PROVIDED 70 SUPPORMIE EXGEES'LW LOADS. 1. PERSONNEL CONDUCTING FIELD TESTS SHALL BEGUA,IFLED ABACI CONCRETE FIELD TESTING TECHMCTAN. GRADE 1, ACCORDINGTOACI CP.J7 THE STRUCTURE I$ DESIGAED TC BE SELF-SUPPORTING AND STABLE AFTER THE OR AN EQUIVALENT CERTIFICATION PROGRAM. 2. PERSONNEL PERFORMING LABORATORY TESTS SHALL BE AC4CERRFIED CONCRETE STRENGTH TESTING TECHNX IM AND CONCRETE .TNN FULLY COMPLETED THE ERECTION PROCEDURE AND SEQUENCE INCLUDING THE DESIGN ADEQUACTAND LABORATORY TESTING TECHNICIAN -GRADE L TESTING AGENCY LA80RATORY SUPERVISOR SHALL BEAN ACFCERYIFIEU CONCRETE LABORATORY SAFETY OF ERECTION SPACING SHORING, TESTING TEOHNICiA.N- GRADE S T=MPORARY SUPPORTS ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. C SOURCE LIMITATIONS: OBTAIN EACH TYPE OR CLASS OF CEMEHTI i DUS MATERIAL OF THE SAME BRAND FROM THE SAME MANUFACTURETS PLANT, ---'----'------ OBTAIN AGGREGATE FROM ONE SOURCE, AND CSTAIN "ADRJRES THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. THEE SHALL NOT E RESPONSIBILITY TO D, WELDING: QUADFY PROCEDURES AND PERSONNEL ACCORDING TO AWS D7.4.'STRUCTURAL WELDING CODS -REINFORCING STEEL.' VISE OR CONSTAVE SUPERVISE OR C:RECT THE CONSTRUCTION WORK. CONSTAUTHRUCTION WON K. E. ACI BSI 71 }�S: COMPLY701TH :HE FOLLOWINIG UNLESS MODIFIED BY REQUIREMENTS IN THE CONTRACT DOCUMENTS; 1. ACI 30. 'SPECIFICATION FOR STRUCTURAL CONCRETE; SECTIONS 1 THROUGH 5 SECTIQN8 1 THROUGH..5 AND SECTION 7,'LIGHTIITE!CHT ALL SECTIONS AND CUTIN PFIW OR NOT, SHALL SHALL CONCRETE.' 2. AC' 117• "SPECfICATION5 FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATFJRALS.' BE CONSIDERED TYPICALA.ND SHALL APPLY A. SIMILAR CONDITIONS TYPICALAND A PLY AT R CONCRETE TESTING SERVICE' ENGAGE AQUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM MATERIAL EVALUATION TESTS AND TO DE5JGN 2. EARTH PRESSURES (EQUIVALENT FLUID PRESSURES) CONCRETE k1IXTlSRES. G. PREWSTAL'ATION CONFEIRENCF: CO.NIDUCT CONFERENCE AT PROJECT SITE TO COMPLY WITH REQUIREMENTS IN DIVISION 01 SECTION 'PROJECT ACTIVE (CANT"NERED WALLS) 3O PCF PASSIVE 300 PCP :1ANAGEMENTAND CODRDINATION.' 1. BEFORE SUBMITTING DESIGN MIXTURES REVIEW CONCRETE DESIGN MIXTUREAND EXAMINE PROCEDURES FOR ENSURING QUALITY OF CONCRETE FRV.MN COEFFICIENT FOR SLIDING 0.20 MATERIALS REQORE REPRESENTATNES OF EACH E\TITY DIRECTLY CONCERNED WITH CAST4N-PLACE CONCRETE TOATTEND, INCLUDING THE FOL! OWING: 1 a L Q t=m z: m a CONTRACTORS SUPERINTENDENT b. INDEPENDENT TESTING AGENCY RES-CNS:BLE FOR CONCRETE DESIGN MIXTURES. 3.ALLONC CRETE WORK SHALL CONFOR!A"OALL REQUIREMENTS OF ACI 301-10 C. MIX CONCRETE MANUFACTURER. `SPECIFICATIONS FOR STRJCT URAL CONCRETE"AND AG 318-11 'BUILDING CODE NL CONCRETE SLBCONTRACTOR. REQUIREMENTS FOR STRUCTURAL CON'CRETE', - REVIEW SPECIAL INSPECTION AND TEB'INGAND INSPECTING AGENCY PROCEDURES FOR RELD QUALI YCONTROL CONCRETE FINISHES AND AT SIM. GROUTALL CELLS FWISHIAIG, COLD.AFTC-HOT WEATHER CCNCRETIING PROCEDURES CURING PROCEDURES, CONSTRUCTION CONTRACTION AND ISOLATION JOINTS, fc=3500 PSI AND BOND BREAK WATERYtL, FORMS AND FORM REMOVAL LWITATiONS, SHORNG AND RESHORING PROCEDURES, VAPOR -RETARDER ASTM A615 GRADE 60 (TYPICAL REINFORCINu STEEL) INSTALLATION ANCHOR ROD AND ANCHORAGE, CEVJCE INSTALLATION TOLERANCES, STEEL R=EINFORCEMENT LNSTALLATOU, FLOOR AND SLAB FLATNESS AND LEVELNES31JEASUREMENT CONC 8'TE REPAIR PROCEDURES, AND CONCRETE PROTECTION. EJ'OSE3 C%iCRETE SHALL BE FL1RNNtNEO'VViTH AN AIR -ENTRAINING ADMIXTURE BEAM WITH(1)45 PROVIDING AN AJROONTELI OF 6% (+I.1 1,2%) AT PORNT OF PLACEMENT - REFER FIELD QUALITY CONTROL T08PECIFICATION& A. TiST11,0-KOM'SPECIING:OWNER WILL ENGAGE A SPECIAL INSPECTOR AND QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS ANOPREPARS TEST REPORTS. TESTING AGENCY SHALL PROVIDE CERTIFICATION OF FIELD AND LABORATORY 7ECHNICIANB FOR 4.ALLMASQ!,,R;YORKSHILLC'JNFORMTO7k,ZR=QJIREMENTSOF(ACI GUAL.FTCATIONS REQUIREDIN ACI 2t8.08 SECTION 541 AND PARAGRAPH B.1 AND 2 OF THIS SPECIFICATION. WC -1. VASCE 5•t11Tki340Z-1i)'8UV-O8N0 CODE RFAUIR-2AENTS FOR NW'ONRY B INSPECTIONS; STRUCTU&W A.ND p1C1 TOO.`IVASCE 6-', LTNIS SC&11 j'SPECIFICATICN FOR 1, STEEL R04FORCEMENT PLACEMENT, MASONRYSTRLYTU9ES'- 2. VERIFICATION OF USE OF REQUIRED DESIGN UMURE, 12'OC EA WAY. SPLICE 3. CONCRETE PLACEMENT, INCLUDNG CONVEYING AND OEPOSIYNG- ?STS1Cao LE,CCK; 4 CJRINGPRU:EOURESAND MAINTENANCE OF CURiNG TEAPERATURE. ASTM C27O N70RTAR7-TYPE S (CUU). TYPE N (BRICK) C CONCRETE TESTS: T STING OF COMPOSITE SAMPLES OF FRESH C^_NCRETE OBTAINED ACCORDING TO ASTM C 117 AS MODIFIED INIHESE ASTM C476 (GROUT)- M PSI MIN',Lri COMPRESSIVE SRENGTH SPEC.FICATIONS. SPALL BE PERFORk;ED ACCORDING TO THE FOLLOWING REOUIREVENTS, ?m=1500 PSI I. TESj!NG FREOUENCY: OBTAIN ONE COI4POSITESAUPLE FOR EACH GAYS POUR OF EACH CONCRETE MIXTURE EXCEEDI'NCB CU YD., 9UTLESS AST'J AY5 GRADE E3 (REINFORCING? THAN 25 CJ. YD., PLUS ONE SET FOR EACH ADDITIONAL 641 CU -D. OR FRACTION THEREOF. SOLIDLY FILL COLLAR JOINTS WITH UCHTAR AS THE WORE( PROGRESSES. 2. SWAP: ASTM C 1437: 1431.'.; ONE TES- AT POrNT OF PLiCE RENT FOR E4CH COMPOSITE SAMPLE, BUT NOT LESS ThAN ONE TEST FOR EACH DAYS POUR OF =ACH CONCIETE PAATLIRE. PERFORM AD31TIOL-AL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. w a 3 AII_Z 00141 EINT: A511JC231, PRESSURE METHOD FOR NORA'A WEYOHT CONCRETE: AS -1.1 C 17:{r1C 173M, VOLUMETRIC IIETtIOD. FOR STRUCTURAL ;RCAA!D= STEE' SLEEVES AT PPE PENETRATIONS WALVAN12ED AT EXTERIOR LIC!i^A --ICI-T CCNCRET=' - : ON' FOR EACH CCN.POSRE SAkIPIE BUT NOT L ESS THAN ONE TEST FDR EACH DAY'S-OUP'v;F EACH CONCRETE INALLS AND ALL BE' OW GRACE'AJALLS,, REF CIVIL_�.�.; DRAWINGS ---I ( % GROUT AAL. CELS DF FOUNDATION :VALLS SOLID LAP TO FINISH GROUND FLOOR. 4 CONICRE-E'FAIPERATURE NIST1 C RG&IC 1064WL; ONE TEST hOUPLY WHEN AIR TE9PEPATU4E iS tS OEG FANU BELOW ANO WHEN 6C DEG FOND ABOVE, AND ONE 1 EST FOR EACH COMPOST!= 84kiPLE. ALL SLCCA CONTAiNONG V_RTK'ti RERFCRCYdO SHALL HAVE TWO CELLS PER 16" 5, CO'.�PRESSIONTE�TSPEC!k£ENS: ACI31&084NDAS'lMC-,IAB. SAMPLESSHALL BE TAKEN FROM CONCRETE PUMP DISCHARGE HOSE WHEN CONCRETE IS TRANSPORTED BY CONCRETE FUMP. BLOCK. CE,ISShALL ALIGN V&RTrALLY AR38E GROLTED SOLIDAT ALL 1. CAST AND LASCRATORY -UURE C Y `2 CY UNDER SPEC161ENS OR 4 A 8 CYLINDER SPECIMENS. TEST SPECIMEN SIZE SHALL BE AGREED RE'NFORC&G LOCA' ONS, BARS SHALL B6 F.ELD 74 PLACE BY REBAR UPON BY A'= ANC TESTING AGENCY SEFDiE CCNSTRLCTION ?CSITIOHERS ORO -HER SDITAELE DEVICES AND SMALL BE CENTERED IN CldLI 6 CDMPRESSNESTPB7 0THTESTS- ASTM C 33-75 LNO. S. 6 X 12SpECl!:1ENS:TEST ONE LASORXTORv-CURED SPECI!NFN A7 7 DAVS AND ONSET OFTAFO SPEC MEN'S ATZE ^DAYS. TEST ONE BFECIMEN AT 53 DAPS IF REQUIRED. IN VERTIC-LY REiNFORC.50 MALLS, USE LADDER TYPE (NOT TRUSS TYPE) b. 4 X S SPECIMENS' TEST TWO LABORATORY CURED SPECIMENS !C. DAYS AND ONE SET OF THREE SPECIMENS AT26 DAYS. TEST ONE `,E.NF;;.RCING IN :-CRGONTAL :1ORTAR JORiTS. SPECIMEN Al 58 DAYS IF REQUIRED. (3)1L5 BARS LAP SPLICE 2'6' MIN u A CW-S1RLNCT"( TEST SHALL BE THE AVERAtiE COMPRESSIVE STRENGTH FROM ASET OF SPECIMENS OBTAINED FROM SAME SHALL BE 3' 70 Si' PLMCE CF',CIJj PER ACTION .1 SECTION 3.5 AJdp ONSO COi.:PO.SeTE SA:iPLE AND TESTED AT AGE INDICATED 'CRTE SY RECONSCLIOATE BS' VIBRATICW AFTER RI(TWL ' r TH OF EACH OT 'IX`JRE WILL BE SAMSFACTCRY IF EVERY AVERAGE OF ANY THREE CWECUTNE CU.4PRFSSIVE-S'REHGTH WATERL'OKTE �'.'nT�R LCSSANp SETTLEMENT. SETTLEMENT. TESTS EQUALS OR EXCEEDS SPECIFIED COMPRESS`VE STRENGTH AND NC COMPRESSIVE.STRENGTH TEST VALLE FAILS BELOW SPECIFIED 00"OP.RESSNIE STRENGTH SY ksORE THAN 5W PSI. 6 SPECIAL INSPET:T*,, ARE REQUIRED BY THE VIRCM.'A UNIFORM STATEW;QE 8. TEST RESULTS SHALL BE REI'ORTED IN WRITING TO ENGINEERS. CONCRETE MANUFACIURER. AND CONTRACTOR 11".!N 48 HOURS OFTEETING. 3U:LDNG CODE (C)IAP. ER 17j. REFER TC SECTAN OIA000 OF THE R=PORTS CF COMPRESSLVESTRERG-H TESTS SHALL CONTAIN PRO.,'ECT IDENTIFICATION NAME AND NUMBER. DATE OF CONCRETE PLACEMENT, SPECIFICAT.ONS =6R THE GMIERAL INSPECTION REQIJIRVIEYTS THE NAk4E OF CONCRE'F'.ES71NG ANC IS'SPECTING AGENCY, LOCATION OF CONCRETE BATCH IN WORIC, DE8'3N COMPRESSIVE STRENGTH AT 28 DAYS FOLLOWING iSA LIS' OF rtEf6S THAT RE=QUIRE 5PECIAL INSPECTION. REFER TO CONCRETE MIXTURE PROPORTL NS A.4.O VATER;ALS, COMPRESSIVE BREAKING STRENGTH, END TYPE OF BREAK FOR BOTH' -AND 28 -DAY TESTS. THE 4Ei ERENCE3 SPECIDWIDIN OIJ SECTION FOR THE SPECIFIC REIREMENTS B. NONDESTRUCTIVE TESTNG,' LAPAC' I ,,MER SONOSCOPE. OR 07HER NONOESTRJCTIVE DEVICE MAY BE PEWAiTTED S7' ENGINEE R EUT WILL NOT =CREAC'L!TEM THE DIDEPEVDENTINSPECTIONAGE'JCY, ENGAGED BY THE M USED AS SOLE BASIS FOR APPROVAL OR RJECTIO'd OFCONCRErE. O::'NER. SHALL REVIEW TFE TEST PROCEDURES AND INSPEC7ONS WITH THE 13. ,&2ITbA667EM TESTING AND INSPECT NG AGEf-CY SHALL MXCACDT'ICNAL TESTS OF CONCRETE WHE-4 TEST RESULTS INDICATE 7HAY STRUCTURAL ENGINEER OF R=ECORD, THE GENERA_ CONTRACTOR, AND THE SLUMP. ADR E'N rRAINI JENT, COHFRESSIYE STPENGTHS, OR OTHER REQUIREMENTS HAVE NOT BEEN MET, AS DIRECTED BYARCH.-ECT. TESTING OWNER PRCtR TO CONDUCTING TESTS AND INSPECTIONS. AND IHSPECTWG AGENCY MA' CONDUCT TESTS TO DETE^n:4L\EADEQUACY OF CONCRETE BY CORED CYL;NDERS COMPLYING WITH AST14 C 42C 42%'OR BY OTHER E7HOD8nSOROECTED BYARCNf'E.CT. CONTRACTOR SHALL PAY FOR ADDITIONAL TESTS, A. EsARIF'V;ORK 11. AQD;T'ONAL TESTING AND'.NSPETTING. AT CUMTRACTO!R'S EXPENSE. WILL BE PERFORMED TO DETEMAINE COMPLIANCE CF REPLACED OR 3. CAST -'44P ACE CONCRETE ADDITIONALWORK 11WTH SPEOMSO REQUIREMENTS. G. UN7 I,IASONRY 12. CORBEC"DEFICIE!dCTFS IN THE WORK THAT TEST REPORTS AND INSPECTIONS INDICATE DOES NOT COMPLY WITH THE CONTRACT COCUMEN; S. 6. FOL'NCAT'O>S FOR THIS STRUCTURE ARE SPREAD FOOTINGS SEARING ON EITHER VIRGIN SOIL 09 CONTROLLED OCJPACTED FiLL lJf'FI AN ASSUMED SOIL BEARING UNI' MASONRY CAPACITY OF 300 PSF !N ACCORDANC-- WTH TIE OWNERS GEOTECHNICAL m-NGINEER'S REPORT BY JORDAN CONSULTING ENGINEERS. P.C.. DATED Wflivl T. QUALITY ASSURANCE \ A- TESHNGAG6NCYGUALIFICATIONS: AN INDEPENDENT AGENCY 43UALIFIED ACCORDING TO ASTM: C 1083 FOR TESTING INDICATED, AS DOCUMENTED THE OWNERS GEOTECHNICAL ENGINEER SHALL VERIFY, PRIOR TO POURING ACCORD'NOTOASTM E 546, COXCPETE. THAT THE SOIL IS CAPABLE OF SUPPORTING SUCH A LOAD AND Ig 8. SOURCE LIMITATIONS FOR MASONRY tINl�§T ; 09TAJH EXPOSED MASONRY UNITS OFA UNIFORM TEXTURE AND COLOR, ORA UNIFORM BLEND WITHIN THE CONSISTENT .Y!TH THE GEOTECiN1CAL REPORT. RANGES ACCEPTED FOR THESE CHARACTERISTCS THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER FOR EACH PRODUCTREQUIRED. C. SOURCE LWITATIONS FOR MORTARMATERIAi OBTAIN MORTAR INGREDIENTS OFA UNIFORM QUALTfY,'NCLUDING COLOR FOR EXPOSED MASONRY. THE CONTRACTOR SHALL PROTECT THE FOOTINGS AND SLABS FROM DAL'IAGE FROM A SINGLE MANUFACTURER FOR EACH CE3IFTITITIOUS COMPONENT AND FROM ONE SOURCE OR PRODUCER FOR EACH AGGREGATE. FROM FROST HEAVE DURING COX STRUCTION UNTIL THE FINAL DESIGN STRUCTURE 0. PRECONSTRUCTXLN TESTING SEROL : OYMPA WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM FRECONSTRLICTION TESTING IS COMSLETE INDICATED BELOW. PAYMENT FOR THESE SER!OCES'NILL BE MADE 9Y OWNER. RETESTING OF MATERIALS THAT FAIL TO %.EETSMCIFIED REQUIREMENTS SHALL BE DONT AT CDMRACTOKS EXPENSE. 1. CLAY AASONRY UNIT TEST: FOR EACH TYPE OF UNIT REQUIRED, PER ASTM C B7. 2. CONCRETE MASONRY UNIT TES': FOR EACH TYPE OF UNIT REQUIRED, PER ASTM C 140. E. FIRE -RESISTANCE RATIMOOSS: WHERE INDICATED, PROVIDE MAILERIAS AND CONSTRUCTION IDENTICAL TO THOSE OF ASSEMBLIES WITH FIREASS16T'ALNCE RATbNCS DETERMINED PER ASTM E 119 BY TESTING AND INSPECTING AGENCY, SY EQUIVALENT CONCRETE MASONRY THICKNESS, OR BY OTHER MEANS, AS ACCEPTABLE TO AUTHORITIES HAVING JUR;SDICTTON. FIELD QUALITY CONTROL A. INSPECTORS: OWNER WILL ENGAGE QUALIFIED INDEFENDENT INSPECTORS TO PERFORM INSPECTIONS AND PREPARE REPORTS. ALLOY INSPECTORS ACCESS TO SCAFFOLDING AND WORK AREAS, AS NEECED TO PERFORM JNSPECTIONS 1. PLACE GROUT ONLY ALTER INSPECTORS HAVE VERIFIED COMPLIANCE OF GROUT SPACES AND GRADES, SIZES. AND LOCATIONS OF REINFORCEk04T. B. IM'NC AGENCY OWNER 1VALL ENGAGEA QUALIFIED INDEPENDENT TESTING AND RNSPECTWG AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS INDICATED BELOW AND PREPARE TEST REPORTS: 1, PAYMENT FOR THESE SERVICES WILL BE k4AD'F BY OWNER. 2. RETESTING OF MATERIALS FAILING TO COMPLY WITH SPECIFIED REQUIREMENTS SHALL BE DONE AT CONTRACTOR'S EXPENSE. C. THE OWNERS INOFPENCEINTTESTINGNSPECT'ON AGENCY SHALL INSPECT THEMASONRY CONSTRUCTION DURING VARIOUS WORN STAGES FOR COMPLIANCE WITH PROJECT DRIAWINGS AND SPECt'FLCAT1048. AND KEEP RECORDS WHICH COVER THE FOLLOWING: 1. QUALITY AND TESTING OF MASONRY UNITS. 2. PROPORTiOYING, MIXING AND CONSISTENCY OF MORTAR AND GROUT. LAYING, MORTARING, AND GROUTING OF MASONRY UNITS AND ELEMENTS, 3. CONDITION. GRADE, SIZE. SPACING AND PLACEMENT OF REINFORCEMENT, 4 ANY 31GNIPICANT OR UNUSUAL CONSTRUCTION LOADS ON MASONRY STRUCTURAL ELEMENTS, 5. GENERAL PROGRESS OF'AIORK & WHEN AMBIENT TEMPERATURE FALLS BELOW 40 DEG F OR RISES ABOVE 100 DEG F, A COMPLETE RECORD OF WEATHER CONDITIONS AND OF PRECONDMOK144GAND PROTECTION GIVEN TO MASONRY MATERIALS AND PROTECTION AND CURING OF COMPLETED WORK 'HALL BE MAINTAINED. 7. INSPECTION RECORDS SHALL BE FURNISHED TO BUILDING OFFICIAL OWNER AND ARCHRECTiENGINEER DURING PROGRESS OF THE WORK. 8. THE INSPECTOR SHALL NOT SUPERVISE THE CONSTRUCTION: HOWEVER HE SHALL VISIT THE PROJECT WITH THE PREGUENCYMECESSARY TO OBSERVE THE VARIOUS STAGES OF WORK AND LONG ENOUGH AT EACH VISIT TO ASCERTAIN THAT IT IS BEING DONE IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND CODE REQUIREMENTS. THE INSPECTOR SHALL SEPRFSENT AS FREQUENTLYAS HE DEEMS NECESSARY TO JUDGE WHETHER THE QUALITY OF THE WORK COMPLIES WITH THE CONTRACT DOCUMENTS; TO SEE THAT MASONRY MATERIALS ARE OF TIE CORRECT QUALITY AND PROPERLY INSTALLED: AND, TO SEE THAT TESTS FOR QUALITY CONTROL ARE BEING MADE AS SPECIFIED. D. EVALUATION OF DUALITY CONTROLTESTS: (NABSENCE OF OTHER INDICATIONS OF NONCOMPLIANCE WITH REQUIREMENTS, MASONRY WILL BE CONSIDERED SATISFACTORY IF RESULTS FROM CONSTRUCTION QUALITY CONTROL TESTS COMPLY WITH MINIMUM REQUIREMENTS INDICATED. E. TES!lNG FREQUENCY: ONE SET OF TESTS FOR EACH 5000 SOFT. OF WALL AREA OR PORTION THEREOF. SIM �I L TYP REF RSV!L 4" SHELF TYP y K LOCATE TRANSITION IN I f THE FIELD BASED ON� AMOUNT OF RETAINAGE, REF SECTIpN 1!31.0 - 1 � UJ SIA qq II TOP OF PAS _DATUMELEVATION= 0'-0'- REF CIVIL DRAWINGS FOR GEODETIC ELEVATION ! � -- LOCATE TRANSITION IN THE FIELD BASED ON AMOUNT OF RETAINAGE. j I RFP SECTION USIA fl F i z 'r 4 v % 6w ops - REF CPAL ORAWINGS FOR EXTENT OF ' CONCRETE TAMS PAD. CHAMFER OR TOOL EDGES PER CIAL DRAB"DAIS liiii y6 r ---'----'------ RETAINING WALL PLANx V -A eI � yn ry p 1 Eb it 0.47 �LL7ra Z C 4 ,'�•'� 1 a L Q t=m z: m Z2 05AT16'OCCENTEREOW WALL#5AT32'OC AJ AT SIM. GROUTALL CELLS = CJ n CONTNNINGREINFORCWG -� CONT B' DEEP BOND BEAM WITH(1)45 TOP OF WALL VARIES_ REF CIVIL DRAIVINGS -----4" SPLIT FACE CMU TO MATCH OTHER WALLS ON THE PROPERTY Vj i NRi 8' Ck4U iJJ 1•CNTU BELOW GRADE 12'OC EA WAY. SPLICE r r#SAT LIP 3'4Y MIN ) r CLEAR FRO4.1 BOTTOM AND SIDES Q Z ;I Z Q L 957 STONE BACKFILL - I I r-- 12'THICK CONCRETE A; J TANK PAD 0 ui Cn w a y ) ORANAGE PIPE I .' iI `I i �I REF CNRL_ DWrR FOR Top --I-'1-•,=i --.i --'- OF3`LAl3 J ¢ c � ELEVATION J REF CIVIL_�.�.; DRAWINGS ---I ( % r;- 4., ULT L]J Q ./ In LL - Z LL 'R A56AR8 ., !} AT12'OC Y, B`.57 -- ..-- 12 CMUGROUTSOLID F Z LjJ a Q � cn ,i, X'57 STONE � L) EL 0 Lu (3)1L5 BARS LAP SPLICE 2'6' MIN Q J = = J (ZI#5 BARS. LAP Z-6' MIN Lij ! 7-0" 1'-15(6" 1.4r Z $�TATSIM� 6"AT SIM }}-- �' SECTION \ DATE: 1470717 DkIWPV JOB NUMBER: 170-29 SHEET NO. S1.0