DRAWING INDEX SEPTEMBER 14, 2012 WASHINGTON DULLES INTERNATIONAL AIRPORT WASHINGTON, DC NO. REVISION DATE PROJECT IDENTIFIER IF1203

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2 SPTMBR 4, 202 PROJT DNTFR F203 NO. RVSON DAT MTROPOLTAN WASHNGTON ARPORTS AUTHORTY DRAWNG NDX SHT NAM GN0.00 VOLUM NUMBR of SHT NUMBR 2 of 66 F203GN000.dwg

3 SURVY ONTROL PONT "AD G" RUNWAY 0L/9R RUNWAY 0/9 LGND WASHNGTON DULLS NTRNATONAL ARPORT TRMNAL SURVY ONTROL MONUMNT ST ASS ROUT RUNWAY 0R/9L VA ROUT 28 - SULLY ROAD HAUL ROUT SURVY ONTROL PONT "9043 MWAA" SURVY ONTROL PONT "AD " RUNWAY 2/30 NOTS U.S. ROUT 50 - JOHN MOSBY HGHWAY ARPORT SOL BANK QUPMNT ROAD HAUL ROUT LOT LOT 2 LOT 3 PLASANT VALLY VORTA ROAD ROAD RUNWAY ROAD VORTA ROAD WST HAUL ROAD FLGHT LN ROAD FLGHT LN ROAD. ONTRATOR WLL LOAT AND MANTAN HAUL ROUTS AS NDD, WTH APPROVAL OF TH OTR. ALL HAUL ROUTS SHALL B RTURND TO XSTNG ONDTON OR BTTR AT TH ONLUSON OF ONSTRUTON AT NO OST TO TH AUTHORTY. 2. ONTRATOR SHALL ASS TH ST THROUGH GAT 33 ONLY. ALL MATRAL DLVRS WLL B THROUGH GAT 33 ONLY AND SHALL B OORDNATD WTH TH OTR. 3. TH ONTRATOR MAY STAG MATRALS AND QUPMNT ONLY WTHN TH LMTS OF TH PROJT ST AS LONG AS T DOS NOT NTRFR WTH TH WORK. 4. TH ONTRATOR SHALL PROTT AND PRSRV ALL PRMANNT SURVY MONUMNTATON. F PRMANNT MONUMNTATON S DSTROYD DURNG ONSTRUTON, T SHALL B RPLAD AT TH ONTRATOR'S XPNS. RPLAMNT OF MONUMNTS SHALL B AS PR MWAA STANDARDS. 5. TH ONTRATOR SHALL NOTFY OTR OF ANY MSSNG OR DAMAGD SURVY MONUMNTS OR BNHMARKS PROR TO BGNNNG WORK. LOT 5 LOT 7 LOT 4 SURTY GAT 33 SNOW QUPMNT STORAG FALTY ST SURTY GAT TH ONTRATOR SHALL PRFORM BNH RUN ONFRMATON OF ALL MONUMNTS (ARPORT OR LOAL) THAT H NTNDS TO US AND SUBMT TH RSULTS TO TH OTR PROR TO BGNNNG WORK. 7. XAVATD MATRAL TRANSPORTD TO TH ARPORT SOL BANK BY TH ONTRATOR SHALL B DPOSTD N LOTS 4 AND 5 ONLY. RFR TO TH PROJT SPFATONS FOR RTRA FOR MATRAL PRMTTD TO B TAKN TO TH ARPORT SOL BANK. PLASANT VALLY ROAD ST ASS ROUT STONROFT BOULVARD AR AND SPA MUSUM PARKWAY SOUTH ONTRATOR STAGNG ARA U.S. ROUT 50 - JOHN MOSBY HGHWAY AVON PARKWAY VA ROUT 28 - SULLY ROAD NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) WLLAM K. GUALTR PR OFSSO NAL N GN R SPTMBR 4, 202 " =,000' A WKG/KZ A PROJT DNTFR SHT NAM F203 GN02.00 VOLUM NUMBR OF SHT NUMBR 3 OF 66

4 S XTROR XT APATY KY SPT. 4, 202 PROJT DNTFR SHT NAM F203 GN04.00 NO. RVSON DAT 4585 Avion Parkway, Suite hantilly, Virginia 205 fax: MTROPOLTAN WASHNGTON ARPORTS AUTHORTY GRSS ANALYSS PLAN VOLUM NUMBR of SHT NUMBR 4 OF 66 F203GN0400.dwg

5 ABBRVATONS DTAL SYMBOL LGND LGND AS AOA APPROX. ASTM AWWA ARPORT OORDNAT SYSTM AR OPRATONS ARA APPROXMAT AMRAN SOTY FOR TSTNG AND MATRALS AMRAN WATR WORKS ASSOATON LF MAX. MH. MN. MJ LNAR FT MAXMUM MHAL MNMUM MHAL JONT DTAL DSGNATON NUMBR V0.00 V08.00 DTAL TTL BTUMNOUS PAVMNT STON DRVWAYS AND BULDNG APRON DTAL SAL ST ASS ROUT HAUL ROUT DG OF PAVMNT SURVY ONTROL MONUMNT TR LN WTLAND BMP BST MANAGMNT PRATS. TO. NTR TO NTR P AST RON PP -OR- ULVRT NLT PROTTON MWAA N NFPA MTROPOLTAN WASHNGTON ARPORTS AUTHORTY NORTHNG NATONAL FR PROTTON ASSOATON DTAL SHOWN ON THS SHT DTAL DRAWN ON THS SHT ASPHALT ONRT PAVMNT OORDNAT ALLOUT SANTARY SWR MAN SANTARY SWR DRAN PP L MH MP O. OMM ON. OTR DATUR D DP NTRLN OMMUTONS MANHOL ORRUGATD MTAL PP OMPANY OMMUTON ONRT ONTRATNG OFFR THL RPRSNTATV DATA AORDNG TO UTLTY RORD DUTL RON DUTL RON PP NGVD 29 NATONAL GODT VRTAL DATUM OF 929 NV. NUMBR NOS NATONAL OAN SURVY. NOT TO SAL OP OUTLT PROTTON P POLYTHYLN PM PARSONS MANAGMNT ONSULTANTS PROP. PROPOSD P.S.. POUNDS PR SQUAR NH PV POLYVNYL HLORD STON DSGNATON NUMBR DTAL SHOWN ON THS SHT STON SYMBOL LGND V0.00 V08.00 DTAL DRAWN ON THS SHT R RADUS ALLOUT ONRT SLAB ONRT SLAB TO B RMOVD STOKPL OF STORD TRASH DUMPSTRS / OMPATORS AND PR-AST UTLTY VAULTS STOKPL OF STORD TRASH DUMPSTRS / OMPATORS AND PR-AST UTLTY VAULTS TO B RMOVD SANTARY SWR MANHOL OL/WATR SPARATOR UNDRGROUND LTR LN LTR MANHOL / HAND HOL PAD-MOUNTD LTR TRANORMR UNDRGROUND OMMUTON LN OMMUTON MANHOL / HAND HOL L. MH ASTNG LTR/LTRAL LTRAL MANHOL RP RPZ S RNFORD ONRT PP RDUD PRSSUR ZON SNOW QUPMNT STORAG FALTY ARA OF TR LARNG/GRUBBNG UTLTY TO B RMOVD UNDRGROUND GAS LN LMTS OF ONSTRUTON O T. X. FAA FF FT. GA. GPS GV ND OF NFORMATON TTRA XSTNG FDRAL AVATON ADMNSTRATON FNSHD FLOOR FT GAUG GLOBAL POSTONNG SYSTM GAT VALV SH SQ. STA. SWM TYP. UNK VA VRT. SHDUL SQUAR STATON STORM WATR MANAGMNT TYPAL UNKNOWN VRG VRTAL ODS AND STANDARDS VL NGNRNG DSGN BASS. MWAA DSGN MANUAL, VRG UNFORM STATWD BULDNG OD, VRG STATWD FR PRVNTON OD, NATONAL FR PROTTON ASSOATON DOUMNT 4, NATONAL FR PROTTON ASSOATON DOUMNT 4, 2003 SALS SHOWN ON THS PLANS AR FOR FULL SZ ARHTTURAL SHTS (42" x 30") PV FATUR/STRUTUR TO B RMOVD SGN WATR MAN WATR VAULT WATR VALV POST NDATOR VALV TP D P TR PROTTON FN HK DAM ULVRT NLT PROTON ONSTRUTON NTRAN HDP HORZ. AD HGH DNSTY POLYTHYLN HORZONTAL VDOT VRG DPARTMNT OF TRANSPORTATON W/ WTH WSL WATR SURFA LVATON NORTH ARROWS SHOWN ON VL DRAWNGS AR ALGND TO ARPORT OORDNAT SYSTM NORTH FR HYDRANT ONTOUR ST SDMNT TRAP NV NVRT WQ WATR QUALTY.8 SPOT LVATON P NLT PROTTON XFMR TRANORMR YR YAR GNRAL VL NOTS. TH ONTRATOR SHALL OBTAN AND OM FAMLAR WTH TH MWAA ONSTRUTON SAFTY MANUAL PROR TO BGNNNG WORK. 2. TH ONTRATOR SHALL OPRAT ALL VHLS N ONFORMAN WTH TH URRNT ORDRS AND NSTRUTONS PUBLSHD BY MWAA. T S TH RSPONSBLTY OF TH ONTRATOR TO MAK SUR ALL SUONTRATORS, SUPPLRS, VNDORS, T. RV AND OMPLY WTH TH RQURMNTS N THS PUBLATONS. 3. TH ONTRATOR SHALL SUBMT A SAFTY PLAN N ONFORMAN WTH TH MWAA ONSTRUTON MANUAL UPON NOTFATON OF AWARD. 4. TH ONTRATOR SHALL PROVD A FULL TM SAFTY PROFSSONAL TO MANAG TH ONTRATOR'S SAFTY FFORTS, AS DFND N TH SPFATONS AND TH AUTHORTY'S ONSTRUTON SAFTY MANUAL. 5. TH ONTRATOR SHALL OBTAN BURN, WLD AND HOT FLAM PRMTS, PORTABL FUL TANK PRMTS, HAZARDOUS MATRAL STORAG PRMTS AND OTHR PRMTS AS RQURD FROM TH FR MARSHALL'S OFF AT. A MNMUM OF 48 HOURS PROR NOT S RQURD FOR ALL NSPTON RQUSTS, PRMT RQUSTS, AND ASS HANG RQUSTS. 2. ALL TRUKS SHALL US LOAD OVRS AND SHALL B LOADD BY TH ONTRATOR SUH THAT NO SPLLAG OURS DURNG TRANST ON TH STAT, MUNPAL, OR ARPORT ROADWAYS, TAXWAYS, TAXLNS, OR APRONS. ALL HAULNG ON TH ARPORT SHALL B SUBJT TO AUTHORTY RGULATONS AND OTR DRTON. ALL HAULNG OFF TH ARPORT SHALL B SUBJT TO LOAL, OUNTY, STAT AND FDRAL RGULATONS. 3. TH ONTRATOR SHALL B RSPONSBL FOR TH FFORT AND OST OF TH MMDAT LANNG OF ARTH TRAKNG AND SPLLS ON PAVD SURFAS RSULTNG FROM TH ONTRATOR'S OPRATONS. 4. ONTRATOR SHALL OBTAN SURTY BADGS FROM. S MWAA ORDRS AND NSTRUTONS FOR NFORMATON RGARDNG PASSS AND D. 5. TH ONTRATOR SHALL OORDNAT ALL ONSTRUTON ATVTS WTH TH OTR. 6. TH ONTRATOR SHALL FURNSH TH NAM AND TLPHON NUMBR OF A PROJT SUPRNTNDNT WHO WLL B ON ST DURNG RGULAR WORK HOURS AND ALSO AVALABL ON ALL 24 HOURS A DAY FOR TH DURATON OF TH PROJT. 6. ALL ONSTRUTON VHLS, QUPMNT, AND MATRALS SHALL RMAN WTHN TH LMTS OF ONSTRUTON AND WTHN TH ST ASS AND HAUL ROUTS. 7. ASS TO ALL FR HYDRANTS, STAND PPS AND MANHOLS SHALL B MANTAND AT ALL TMS. 8. ALL MATRALS AND QUPMNT, WHN NOT N US, SHALL B STORD AT TH PROJT ST OR TH SOUTH ONTRATOR STAGNG ARA SHOWN ON TH PLANS. MATRALS AND QUPMNT STORD AT THR ST SHALL NOT PNTRAT SURFAS DFND N FDRAL AVATON RGULATONS PART 77 "OBSTRUTONS TO AR NAVGATON." MAXMUM HGHT OF ONSTRUTON QUPMNT SHALL B N AORDAN WTH FAR PART 77 SURFAS. ALL QUPMNT WTH HGHTS GRATR THAN 35 FT SHALL B SUBMTTD TO TH OTR FOR RVW. TH ONTRATOR WLL B RQURD TO OORDNAT ALL QUPMNT LOATONS WTH TH OTR, AUTHORTY, AND FAA. ADDTONALLY TH ONTRATOR WLL B RQURD TO PROVD NFORMATON TO TH OTR FOR AN FAA 7460 FORM AS PART OF TH NTAL SUBMTTALS AND RVW PROSS AFTR NTP. 9. UTLTY SHUTDOWNS AND NTRRUPTONS SHALL B OORDNATD AND PRFORMD ONLY BY TH AUTHORTY UPON APPROVAL OF TH OTR AND N AORDAN WTH AND FOR TH DURATON ALLOWD N TH SPFATONS. 0. ARRANGMNTS FOR MARKNG UTLTY SRVS SHALL B MAD BY TH ONTRATOR N AORDAN WTH TH SPFATONS.. TH ONTRATOR WLL B PRMTTD TO STOKPL SUTABL SOLS/MATRALS WTHN TH PROJT LMTS AS H SS FT F T DOS NOT MPAT OTHR ONSTRUTON ATVTS. T SHALL B TH RSPONSBLTY OF TH ONTRATOR TO DSPOS OF UNSUTABL SOLS/MATRALS OFF ARPORT PROPRTY AS SPFD N THS PLANS AND TH PROJT SPFATONS. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202. A WKG/KZ A PROJT DNTFR SHT NAM F203 V00.00 VOLUM NUMBR OF SHT NUMBR 5 OF 66

6 X. PM SOUTH TRALR OMPLX LGND DG OF PAVMNT DG OF PAVMNT X. WOODS LN X. ONRT NASD LTRAL DUT BANK N STONROFT BOULVARD 6-5" PV DUTS (DATUR) X. WTLAND X. 8" PV SANTARY SWR X. 8" DP WATR MAN X. TR LN X. ONRT SLAB X. STOKPL OF STORD TRASH DUMPSTRS / OMPATORS AND PR-AST UTLTY VAULTS X. SGN X. WATR MAN X. OMMUTON DUT BANKS X. ONRT NASD LTRAL DUT BANK 2-5" PV DUTS (DATUR) DG OF GRAVL X. WOODS LN X. 8" PV SANTARY SWR JRSY BARRADS X. WATR VAULT X. WATR VALV X. FR HYDRANT X. WTLAND X. 8" MP ULVRT X. 8" DP WATR MAN X. WOODS LN STOKPL OF PR-AST ONRT UTLTY VAULTS JRSY BARRADS DG OF GRAVL X. WOODS LN X. SANTARY SWR LN X. SANTARY SWR MANHOL X. UNDRGROUND LTR LN X. LTR MANHOL / HAND HOL X. 2" HDP DRVWAY ULVRT X. 8" RP DRVWAY ULVRT X. 6" DP WATR MAN X. 0" P GAS MAN STONROFT BOULVARD X. 2" DP WATR MAN DG OF GRAVL X. 8" PV SANTARY SWR GRAVL DRVWAYS DG OF GRAVL GRAVL DRVWAY X. RPZ N HOT BOX WATR VAULT W/ MTR WATR VAULT W/ STRANR X. 2" DP AND HDP DRVWAY ULVRT X. HOT BOX WTH HOS ONNTON X. 6" DP WATR MAN (SZ AND LOATON AORDNG TO RORD) X. WATR STAND PP, VALVS, AND HOS ONNTONS WATR MAN (SZ & MATRAL UNK.) X. 4" LTRAL ONDUT LTRAL QUPMNT STAND FOR HOT BOXS X. WATR MAN X. ON. NASD DUT BANK -2" PV DUT (DATUR) 2 VALV BOXS X. 6" DP WATR MAN X. HOT BOX GRAVL DRVWAY X. WATR MAN X. ONRT BATH PLANT ST X. WATR SRV O ON UNDRGROUND LTR LN SHD MATRAL STOKPL X. 6" DP WATR MAN X. UNDRGROUND LTR LN JRSY BARRADS X. WATR VAULT ONTANNG: 6"X6"X6" T, 2-6" GVs, 2-6"X4" RDURS, 4" DP XTNDNG THRU WST AND AST WALLS OF VAULT X. WATR MAN (4" DP) X. 6" DP WATR MAN X. LTR TRANORMR X. RAK-MOUNTD LTR SWTH BOXS X. WOODS LN X. WATR VAULT ONTANNG: 6"X6"X6" T 6" DP XTNDNG FROM NORTH AND SOUTH BRANHS OF T X. ONRT NASD LTRAL DUT BANK 2-5" PV DUTS -2" PV DUT (DATUR) X. 4" LTRAL DUT TO ADJANT BATH PLANT DG OF GRAVL PV WATR PPNG AND SPGOT PV VALV BOX PV VALV BOX STOKPL OF TRASH DUMPSTRS AND OMPATORS NOTS X. UNDRGROUND OMMUTON LN X. OMMUTON MANHOL / HAND HOL X. NATURAL GAS LN. PLAN SHOWS ST FATURS AS ANTPATD TO B UPON NOT TO PROD FOR ONSTRUTON. 2. TH LOATONS OF UNDRGROUND UTLTS AS NDATD ON TH PLANS HAV BN OBTAND FROM XSTNG RORDS. NTHR TH AUTHORTY NOR TH OTR NOR TH NGNR ASSUMS ANY RSPONSBLTY WHATSOVR WTH RSPT TO TH AURAY, OMPLTNSS, OR SUFFNY OF TH NFORMATON. THR S NO GUARANT, THR XPRSSD OR MPLD, THAT TH LOATONS, SZ, AND TYP OF MATRAL OF XSTNG UNDRGROUND UTLTS NDATD AR RPRSNTATV OF THOS TO B NOUNTRD DURNG ONSTRUTON. T SHALL B TH ONTRATOR'S RSPONSBLTY TO DTRMN TH ATUAL LOATON OF ALL SUH FALTS, NLUDNG SRV ONNTONS TO UNDRGROUND UTLTS. PROR TO ONSTRUTON, TH ONTRATOR SHALL NOTFY TH OTR OF HS OPRATONAL PLANS. N TH VNT AN UNXPTD UTLTY NTRFRN S NOUNTRD DURNG ONSTRUTON, TH ONTRATOR SHALL MMDATLY NOTFY TH OTR. ANY SUH MANS AND/OR SRVS DSTURBD BY TH ONTRATOR'S OPRATONS SHALL B RSTORD MMDATLY AT HS XPNS AND TO TH SATATON OF TH OTR. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202 " = 40' A WKG/KZ A PROJT DNTFR SHT NAM F203 V0.000 VOLUM NUMBR OF SHT NUMBR 6 OF 66

7 X. PM SOUTH TRALR OMPLX 3 4 R7 R8 WTLAND 2 5 LGND WTLANDS BUFFR V V OORDNAT ALLOUT PROPOSD 360 LF X 6' WD ASPHALT PATH (ARA=252 SY) R RADUS ALLOUT 50' WTLAND BUFFR PROPOSD DG OF PAVMNT PROPOSD BTUMNOUS PAVMNT R3 NOTS R 2 3 R2 PROPOSD DG OF PAVMNT ' 3.0' 65.0' 4 R R6 R4. BTUMNOUS ASPHALT PAVMNT APRON TO MT BULDNG FOUNDATON AT AN LVATON 4" BLOW TOP OF ONRT SLAB. S ARHTTURAL AND STRUTURAL PLANS. 2. S SHT V FOR PAVMNT STON DTAL FOR DRVWAYS AND BULDNG APRON. 3. ADJUST MANHOL OVR TO MATH FNAL GRAD. S SHT V FOR GRADNG PLAN ' 3 30 S NOT 3 STONROFT BOULVARD 32 R R3 R6 V0.00 V BTUMNOUS PAVMNT ON DRVWAYS AND BULDNG APRON (ARA=6,800 SY) R4 26 R ' 43 SNOW QUPMNT STORAG BULDNG (50' X 70') 70.0' ' 7.0' R0 65.0' R R R PROPOSD DG OF PAVMNT PAV ARA ADJANT TO X. HOT BOXS (ARA=06 SY) V0.00 V X. ONRT BATH PLANT ST NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202 " = 40' A WKG/KZ A PROJT DNTFR SHT NAM F203 V0.00 VOLUM NUMBR OF SHT NUMBR 7 OF 66

8 STONROFT BOULVARD X. PM SOUTH TRALR OMPLX WTLAND LGND WTLAND BUFFR LAR AND GRUB ~.5 ARS ONRT SLAB TO B RMOVD 50' WTLAND BUFFR LAR AND GRUB ~0.27 ARS ARA OF STORD DUMPSTRS/ONTANRS AND PR-AST UTLTY VAULTS LMTS OF TR LARNG AND GRUBBNG RMOV JRSY BARRADS UTLTY TO B RMOVD FATUR/STRUTUR TO B RMOVD STOKPL OF PR-AST ONRT UTLTY VAULTS (S NOT 4) RMOV WATR SPGOT RMOV JRSY BARRADS NOTS RMOV WATR STANDPP AND VALV RMOV UNDRGROUND LTR LNS RMOV WATR MAN (SZ AND PP MATRAL UNK.). TH WATR SRV TO TH ADJANT ONRT BATH PLANT ST ORGNATS N TH SOUTHRN VALV VAULT ON TH SNOW QUPMNT STORAG FALTY ST. THS WATR MAN MUST B RLOATD PROR TO ST DMOLTON WORK. RFRN SHTS V06.00 AND V FOR DTALS OF WATR MAN RLOATON. RMOV X. 2" HDP ULVRT RMOV X. 8" RP ULVRT RMOV WATR MAN (SZ AND PP MATRAL UNK.) RMOV 6" DP WATR MAN (S NOT ) AP OFF X. LTRAL DUTS FOR FUTUR ONNTON TO RLOATD TRANORMR N RMOV LTRAL DUTS RMOV LTR MANHOL RMOV WATR MAN (SZ AND PP MATRAL UNK.) RMOV WATR VALV VAULTS (S NOT ) RMOV 6" DP WATR MAN RMOV TWO BOLLARDS RMOV LTR TRANORMR AND ONRT PAD (S NOT 2) RMOV LTRAL SWTH BOXS AND RAK ABANDON/RMOV PORTON OF X. 4" LTRAL DUT (S NOT 3) STOKPL OF TRASH DUMPSTRS AND OMPATORS (S NOT 4) 2. XSTNG LTRAL TRANORMR TO B SALVAGD FOR R-US. RFRN LTRAL DRAWNGS FOR PRODURS AND DTALS OF TRANORMR RLOATON. 3. A PORTON OF TH XSTNG 4" LTRAL DUT FDNG TH ADJANT ONRT BATH PLANT ST WLL B ABANDOND AND A NW DUT WLL ONNT T TO TH PROP. S BULDNG. RFRN SHTS V06.00, V07.005, AND TH LTRAL DRAWNGS. 4. XSTNG STOKPLS OF MATRALS SUH AS PR-AST VAULTS, DUMPSTRS, AND TRASH OMPATORS STORD ON TH ST TO B RMOVD BY OTHRS PROR TO START OF ONSTRUTON. 5. AS NOTD ON TH XSTNG ONDTONS PLAN (SHT V0.000), TH LOATONS OF UNDRGROUND UTLTS AS SHOWN ON THS PLANS AR BASD ON XSTNG UTLTY RORDS AND AR APPROXMAT. ONDTONS NOUNTRD DURNG ONSTRUTON WTH RGARD TO TH UTLTY DMOLTON MAY DVAT FROM THS PLANS. F SUH ONDTONS SHOULD ARS TH ONTRATOR SHALL MMDATLY NOTFY TH OTR FOR DRTON. ND ABANDONMNT/RMOVAL OF X. 4" LTRAL DUT (S NOT 3) N ABANDON 6" DP WATR MAN (S NOT ) LAR AND GRUB ~0.60 ARS 6. NSTALL TR PROTTON FNNG ALONG LARNG LMTS PROR TO LARNG AND GRUBBNG OPRATONS. S SHT V03.00 FOR LOATONS OF TR PROTTON FNNG. 7. NO LARNG AND GRUBBNG SHALL TAK PLA UNTL STORMWATR POLLUTON PRVNTON MASURS AR NSTALLD. 8. RMOVAL OF XSTNG UTLTS SHALL B RSTRTD TO TH LMTS OF TH SNOW QUPMNT STORAG FALTY PROJT ST. UTLTS TAKN OUT OF SRV OUTSD THS LMTS SHALL B ABANDOND N PLA. NSTALL AP AND MGALUG ON 6" T (S NOT ) X. ONRT BATH PLANT ST NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) WLLAM K. GUALTR PR OFSSO NAL N GN R SPTMBR 4, 202 " = 40' A WKG/KZ A PROJT DNTFR SHT NAM F203 V02.00 VOLUM NUMBR OF SHT NUMBR 8 OF 66

9 ND TR PROTTON FNNG N ND N X. PM SOUTH TRALR OMPLX TR PROTTON & V V V05.00 ULVRT NLT PROTTON V ONSTRUTON NTRAN W/ WASH RAK N BGN N BGN TR PROTTON FNNG N P ST 277 SLT FN TP X X ROK OUTLT TOP=277.0 V03.00 BGN N V05.00 SDMNT TRAP 35'X70' TOP=.0 BOTTOM= DPTH=2.0' X ND N N N V X X ND N V05.00 TR PROTTON FNNG N X X BGN N N TP X N X N LMTS OF ONSTRUTON BGN N N N X N N X. ONRT BATH PLANT ST TR PROTTON & X ND N N X WTLAND 50' WTLAND BUFFR N V N ' WTLAND BUFFR N N V TP ND TR PROTTON FNNG N BGN TR PROTTON FNNG N ' WTLAND BUFFR N TR PROTTON TP 50' WTLAND BUFFR 50' WTLAND BUFFR N X X X N ' WTLAND BUFFR N BGN N N TR PROTTON V HK DAM TR PROTTON & N BGN TR PROTTON FNNG N N V05.00 N N N X X N X X TP X D 29 TR PROTTON & TP TP N TP TR PROTTON TR PROTTON ND N ND TR PROTTON FNNG N NOTS ST TP D P LGND.8 GNRAL SQUN OF ONSTRUTON:. A PR-ONSTRUTON MTNG SHALL B ONDUTD ON ST WTH OTR AND TH ROSON AND SDMNT ONTROL NSPTOR PROR TO NSTALLATON OF ROSON AND SDMNT ONTROL DVS OR ANY LAND DSTURBNG ATVTS. 2. ONSTRUT STON ONSTRUTON NTRAN. 3. NSTALL TR PROTTON FNNG,, AND OTHR PRMTR ONTROLS AS SHOWN ON THS SHT. 4. ONSTRUT SDMNT TRAP. SDMNT TRAP TO B RMOVD PROR TO ONSTRUTON OF STORMWATR MANAGMNT POND. 5. SHDUL AN ROSON AND SDMNT ONTROL NSPTON PROR TO ANY LAND DSTURBNG ATVTS. STORMWATR POLLUTON PRVNTON: X WTLAND BUFFR LMTS OF ONSTRUTON TR PROTTON HK DAM ULVRT NLT PROTON ONSTRUTON NTRAN SDMNT TRAP PROPOSD ONTOUR PROPOSD SPOT LVATON XSTNG ONTOUR. ALL VGTATV AND STRUTURAL ROSON AND SDMNTATON ONTROL DVS SHALL B ONSTRUTD AND MANTAND AORDNG TO MNMUM STANDARDS AND SPFATONS OF TH VRG ROSON AND SDMNTATON ONTROL HANDBOOK. 2. RMOVAL OF ANY ROSON ONTROL DV SHALL B OORDNATD AND APPROVD BY TH OTR PROR TO TS RMOVAL. 3. ALL TMPORARY ROSON AND SDMNT ONTROL MASURS SHALL B RMOVD WTHN 30 DAYS AFTR FNAL STABLZATON S AHVD OR AS DTRMND BY TH OTR. 4. MANTAN TMPORARY SDMNT ONTROL MASURS AND RPAR AS NSSARY FOR ONTNUD PRFORMAN OF THR NTNDD FUNTON. NSPT ROSON AND SDMNT ONTROL MASURS N AORDAN WTH STON XAVATD TRNH MATRAL SHALL B PLAD ON TH HGH SD OF TH TRNH 6. TMPORARY SHALL B PLAD MMDATLY DOWNSTRAM OF ANY DSTURBD ARA NTNDD TO RMAN DSTURBD FOR MOR THAN ON DAY. 7. UPON OMPLTON OF ONSTRUTON, ONTRATOR WLL B RQURD TO RSTOR ANY TURFD ARAS DAMAGD DURNG ONSTRUTON TO ORGNAL AS FOUND ONDTONS OR BTTR. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202 " = 40' A WKG/KZ A PROJT DNTFR SHT NAM F203 V03.00 VOLUM NUMBR OF SHT NUMBR 9 OF 66

10 %.0.0% PV %.32.0% 0.80%.80% TOP= % % FF=.3 TOP SWM- STRUTUR=.0 2"X2" WR NV=.0 TOP TRKL DTH= " WQ ORF NV=276.9 NV TRKL DTH NV= " RP NV=276.9 X. NV= NV= NV= NV= NV=. NV= % X TOP= PROP TOP=. 45 TOP TRKL DTH=.5 NV TRKL DTH= NV WR=.8 NV=.0 TOP=..50%.3.5 TOPS=.8 FF=.3.00% NV= X. ONRT BATH PLANT ST NO. RVSON DAT 29.53% SNOW QUPMNT STORAG FALTY FF LV.=.3 PV %.90%.54% % SPTMBR 4, 202 PR OFSSO NAL N GN R AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) A WKG/KZ A WTLAND 50' WTLAND BUFFR WLLAM K. GUALTR " = 40' % % NV=.2 NV= % X. PM SOUTH TRALR OMPLX LGND WTLAND BUFFR LMTS OF ONSTRUTON PROPOSD ONTOUR.8 PROPOSD SPOT GRAD XSTNG ONTOUR NOTS. RFRN ARTHWORK SPFATON STON 32 FOR FURTHR DTALS OF ST GRADNG. STMATD ARTHWORK SUMMARY OF QUANTTS TM QUANTTY UT UNSUTABL MATRAL 23,356 UB YARDS MPORT STRUTURAL FLL 7,830 UB YARDS PROJT DNTFR F203 SHT NAM V VOLUM NUMBR OF SHT NUMBR 0 OF 66

11 X. PM SOUTH TRALR OMPLX WTLAND LGND 2 VDOT SWM- V STRUTUR TOP=.0 2"X2" WR NV=.0 TOP TRKL DTH= " WQ ORF NV=276.9 NV TRKL DTH= " RP OUTLT PP NV=276.9 V SWM/BMP DTNTON POND STORAG=63,455 U. FT. 00-YR WSL=. 0-YR WSL=.62 2-YR WSL=.28 VDOT L-A RPRAP APRON V " VDOT S- ND STON NV=.0 V ' WTLAND BUFFR 24" VDOT S- NV=.9 VDOT L-A RPRAP APRON 28' - 24" 24" VDOT S- NV=.3.8 WTLAND BUFFR PROPOSD ONTOUR PROPOSD SPOT GRAD XSTNG ONTOUR PROPOSD STORM SWR PP SDMNT FORBAY STORAG=3,92 U. FT. PROPOSD STORM SWR NLT 50.0' 5" 0.5% 5" VDOT S- NV= X. 8" MP NV= " VDOT S- NV=277.0 B A 2.00% 96.8' 5" 0.5% VDOT L- RPRAP ' - 8" 0.5% 0-YR WSL=.26 VDOT L-A RPRAP APRON VDOT D-7 NLT TOP=. NV OUT=.50 (8" RP) NV N=.75 (5" RP) 2" DP ROOF DRAN HADR NV= '- 2" DP RD- RD-2 RD-3 RD-4 RD-5 RD-6 RD-7 RD-8 RD-9 LANOUT & 2" 45 HORZ. BND V V V V LANOUT & 2" X 0" NTR RDUR ' - 0" DP V V LANOUT PROPOSD ROOF DRAN PP STORM SWR STRUTUR NUMBR NOTS. S SHT V FOR STORMWATR DTALS. 2. S SHTS V AND V FOR STORM SWR PROFLS. 5" VDOT S- NV= " VDOT S- NV=.0 V V ONRT TRKL DTH VDOT D-7 NLT TOP=.5 NV OUT=.50 (5" RP) NV N=.75 (2" DP) 00.2' 5" 0.5% ' - 5" 0.5% V YR WSL=.60 2" DP V ".25 HORZ. BND PV SNOW QUPMNT STORAG BULDNG (50' X 70') 5+00 RD-0 RD- RD-2 RD-3 RD-4 RD-5 RD-6 RD-7 RD ' - 2" DP LANOUT & 2" X 0" NTR RDUR.0' - 0" DP PV LANOUT 5" VDOT S- NV=.6 X. ONRT BATH PLANT ST NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202 " = 40' A WKG/KZ A PROJT DNTFR SHT NAM F203 V VOLUM NUMBR OF SHT NUMBR OF 66

12 ONSTRUTON OF A (WTH WR SUPPORT) STON ONSTRUTON NTRAN 70' MN. A XSTNG PAVMNT FLTR LOTH A MOUNTABL BRM SD LVATON XSTNG GROUND B WASHRAK 0' MN. FLOW 2' MN. 0' MN. XSTNG PAVMNT VDOT # OURS AGGRGAT B POSTV DRANAG TO SDMNT TRAPPNG DV 0' MN. PLAN VW FLOW FLTR LOTH STON A-A RNFORD ONRT DRAN SPA STON B-B V03.00 V STON ONSTRUTON NTRAN V03.00 V SHALL B NSPTD MMDATLY AFTR AH RANFALL AND AT LAST DALY DURNG PROLONGD RANFALL. ANY RQURD RPARS SHALL B MAD MMDATLY. 2. LOS ATTNTON SHALL B PAD TO TH RPAR OF DAMAGD RSULTNG FROM ND RUNS AND UNDRUTTNG. 3. SHOULD TH FABR ON A DOMPOS OR OM NFFTV PROR TO TH ND OF TH XPTD USABL LF AND TH BARRR STLL B NSSARY, TH FABR SHALL B RPLAD PROMPTLY. 4. SDMNT DPOSTS SHOULD B RMOVD AFTR AH STORM VNT. THY MUST B RMOVD WHN DPOSTS RAH APPROXMATLY ON-HALF TH HGHT OF TH BARRR. 5. ANY SDMNT DPOSTS RMANNG N PLA AFTR TH S NO LONGR RQURD SHALL B DRSSD TO ONFORM WTH TH XSTNG GRAD, PRPARD, AND MULHD.. TH NTRAN SHALL B MANTAND N A ONDTON WHH WLL PRVNT TRAKNG OF FLOW OF MUD ONTO PUBL RGHTS-OF-WAY OR TH AUTHORTY (ARPORT) ROADS. THS MAY RQUR PROD TOP DRSSNG WTH ADDTONAL STON OR TH WASHNG AND RWORKNG OF XSTNG STON AS ONDTONS DMAND AND RPAR AND/OR LAN OUT OF ANY STRUTURS USD TO TRAP SDMNT. ALL MATRALS SPLLD, DROPPD, WASHD, OR TRAKD FROM VHLS ONTO ROADWAYS OR NTO STORM DRANS MUST B RMOVD MMDATLY. TH US OF WATR TRUKS TO RMOV MATRALS DROPPD, WASHD, OR TRAKD ONTO ROADWAYS WLL NOT B PRMTTD UNDR ANY RUMSTANS. V V05.00 ULVRT NLT PROTTON. RFR TO TH VRG ROSON AND SDMNT ONTROL MANUAL HAPTR 3 STANDARD AND SPFATON 3.08 FOR ULVRT NLT PROTTON RQURMNTS. P V V05.00 ROK HK DAM. RFR TO TH VRG ROSON AND SDMNT ONTROL MANUAL HAPTR 3 STANDARD AND SPFATON 3.20 FOR ROK HK DAM RQURMNTS. D TR PROTTON TP DRP LN SNOW FN BOARD FN ORD FN. RFR TO TH VRG ROSON AND SDMNT ONTROL MANUAL HAPTR 3 STANDARD AND SPFATON 3.38 FOR TR PROTTON RQURMNTS. PLAST FN * HGHT OF STON OUTLT TO B.0'. TOP WDTH OF STON OUTLT TO B 2.0'. V V05.00 TR PROTTON ST V V05.00 TMPORARY SDMNT TRAP. RFR TO TH VRG ROSON AND SDMNT ONTROL MANUAL HAPTR 3 STANDARD AND SPFATON 3.3 FOR TMPORARY SDMNT TRAP RQURMNTS. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202. A WKG/KZ A PROJT DNTFR SHT NAM F203 V05.00 VOLUM NUMBR OF SHT NUMBR 2 OF 66

13 .25" VDOT SM-9.5A ASPHALT ONRT SURFA OURS 2.25" VDOT M-9.0A ASPHALT ONRT NTRMDAT OURS 3" VDOT SM-9.5A ASPHALT ONRT SURFA OURS 2.0% 6'-0" FNSH GRAD 4.5" VDOT BM-25.0A ASPHALT ONRT BAS OURS 4" VDOT 2A GRADD AGGRGAT SUBBAS OURS 2" VDOT 2A GRADD AGGRGAT SUBBAS OURS OMPATD SUBGRAD OMPATD SUBGRAD (S NOT ) V0.00 V BTUMNOUS PAVMNT STON DRVWAYS AND BULDNG APRON V V ' WD ASPHALT PATH TYPAL PAVMNT STON. APPROXMATLY '-0" OF XSTNG SOL MAY B UNSUTABL AND WLL ND TO B RMOVD BNATH TH PROPOSD PAVMNT ARAS. RFRN TH ARTHWORK SPFATON STON 32 FOR FURTHR DRTON. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) WLLAM K. GUALTR PR OFSSO NAL N GN R SPTMBR 4, 202. A WKG/KZ A PROJT DNTFR SHT NAM F203 V VOLUM NUMBR OF SHT NUMBR 3 OF 66

14 TOP=.00 2"X2" WR NV=.00 4" Ø WATR QUALTY ORF NV= " RP NV OUT= VDOT STD. MDAN DROP NLT V V V V VDOT STD. PR-AST STORMWATR MANAGMNT STRUTUR V V VDOT STD. FLARD ND STON FROM BULDNG DOWNSPOUT (S PLUMBNG DRAWNGS) FNSH GRAD S OVR ASSMBLY DTAL 3, SHT V " DP 6" DP BLL X SPGOT 6" 45 BND BLL X SPGOT 6" 45 BND DP WY DP ROOF DRAN HADR 2"x6" WY (DP) DP ROOF DRAN HADR FLOW FLOW PLAN VW 2 FT. (FROM ND OF LN) STON VW. LANOUT OVR TO B STAMPD ".O." V V TYPAL ROOF DRAN HADR ONNTON V V TYPAL STON - ROOF DRAN HADR LANOUT FNSH GRAD S OVR ASSMBLY DTAL 3, SHT V '-0" 2" 2'-0" 2" NO. 6 GALVANZD STL STP 6" DP 6" BLL X SPGOT 6" 45 BND 0" DP ROOF DRAN HADR 2"x6" WY (DP) 2" DP ROOF DRAN HADR 6X6-0-0 WLDD WR MSH 6" FRM SUBGRAD FLOW 2" X 0" DP NTR RDUR STON VW. ONRT WORK SHALL ONFORM WTH STON 030. V V MANHOL STP. LANOUT OVR TO B STAMPD ".O." V V TYPAL STON - ROOF DRAN HADR AT LANOUT AND RDUR V V ONRT TRKL DTH TYPAL STON NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202. A WKG/KZ A PROJT DNTFR SHT NAM F203 V VOLUM NUMBR OF SHT NUMBR 4 OF 66

15 X. PM SOUTH TRALR OMPLX WTLAND LGND V06.00 V PRAST MONOLTH BOX TYP OL/WATR SPARATOR (500 GALLON APATY) W/ 2-4' Ø RSRS AND MANHOL FRAMS AND OVRS NV. N=276.7 (4" DP) NV. OUT=276.5 (4" DP) N V06.00 NSTALL FR HYDRANT ON X. 8" DP WATR MAN 8"X8"X6" MJ HYDRANT T 6" MJ GV FH W/ BOLLARDS N V08.00 STA ONNT TO X. 8" WATR MAN 8"X8"X8" MJ SWVL T AND 8" MJ GV N " RP W PV WTLAND BUFFR PROPOSD WATR MAN PROPOSD WATR GAT VALV PROPOSD WATR POST NDATOR VALV STA ONNT TO X. 2" WATR MAN 2"X2"X8" MJ SWVLT 8" MJ GV N V " RP 5" RP 5" RP V06.00 W W W W W W W W W W W W W W W W 8" DP WATR MAN T 3" OMM ONDUT TO XSTNG OMM MANHOL S OMMUTONS DRAWNGS N V ONNT 6" DP TO XSTNG SANTARY SWR MANHOL PROP. NV N= (6" DP) X. NV. N=273.6 (8" PV) X. NV. OUT=273.5 (8" PV) N ONRT TRKL DTH ONNT TO X. 4" LTRAL DUT S LTRAL DRAWNGS (S NOT 8) V V08.00 LTRAL TRANORMR ON ONRT PAD 0+00 V06.00 OMM HAND HOL S OMMUTONS DRAWNGS N W 2 V " DP " DP LANOUT & 45 HORZ. BND 6" DP LANOUT LTR DUT BANK (S LTRAL DRAWNGS) NSTALL 453 LF 3" OMM ONDUT R: OMMUTONS DRAWNGS (S NOT 9) PV " DP " DP ONNT TO 6" BULDNG FLOOR DRAN WTH 6" DP NV= "X8"X6" MJ T 6" FR LN N ' WTLAND BUFFR SNOW QUPMNT STORAG FALTY (50' X 70') 50' MN. MNMUM 50' BUFFR FROM WTLANDS 8" MJ 22.5 HORZ. BND N " LGHTNG RUT ONDUT AND -.5" SPAR ONDUT (S NOT 8) S LTRAL DRAWNGS 2" DP ROOF DRAN 0" DP ROOF DRAN V ONNT TO X. 6" DP W/ 6" MJ 45 HORZ. BND & 6"X4" RDUR N (S NOT 2) V " RP 3 8" RP 2" DP ROOF DRAN V " DP WATR MAN 9' 4" MJ.25 HORZ. BND N ONNT TO X. 4" DP W/ 4"X4"X4" MJ T N (S NOT 2) 4" MJ 22.5 HORZ. BND N " DP ROOF DRAN 0' MN. PV- V06.00 V-6 4 V08.00 FH-3 NSTALL 75 LF OF 8" Ø SH 40 PV (APPD ON BOTH NDS) SLV FOR FUTUR NATURAL GAS SRV LN N V " DP ROOF DRAN 0" DP ROOF DRAN STUB 3" OMM ONDUT ABOV BULDNG SLAB N LTRAL ROOM (S OMMUTONS DRAWNGS) N V06.00 V06.00 V "X8"X6" MJ HYDRANT T 6" MJ GV FH W/ BOLLARDS N V V06.00 V X. ONRT BATH PLANT ST V-2 FH- 8"X8"X6" MJ HYDRANT T 6" MJ GV FH W/ BOLLARDS N V V V08.00 PV-2 2 BOLLARDS 8"X8"X6" MJ T 6" FR LN N FH PV 6" DP 8" MJ 45 HORZ. BND N W W W W W W 8" DP WATR MAN V-5 V-4 LGHT POL 8" MJ 45 HORZ. BND N NOTS PROPOSD FR HYDRANT PROPOSD BOLLARD PROPOSD SANTARY SWR MAN PROPOSD OL/WATR SPARATOR PROPOSD SANTARY SWR MANHOL PROPOSD RLOATD PAD-MOUNTD LTRAL TRANORMR PROPOSD UNDRGROUND LTR LN PROPOSD OMMUTON HAND HOL PROPOSD UNDRGROUND OMMUTON LN. FR HYDRANT LOATONS AR BASD UPON SPANG RQURMNTS OF NFPA DOUMNT 4 "STANDARD FOR FR PROTTON N PLANND BULDNG GROUPS" STON RLOATON OF WATR MAN TO ADJANT ST TO B OMPLTD PROR ST DMOLTON OPRATONS SO AS TO PROVD ONTNUTY OF WATR SRV TO ADJANT ONRT BATH PLANT. SZ OF X. WATR MAN ON BATH PLANT ST AT PROPOSD T-N PONT S ASSUMD TO B 4" BUT S UNRTAN. ONTRATOR SHALL XPOS AND VRFY SZ OF XSTNG WATR MAN PROR TO ORDRNG MATRAL OR BGNNNG RLOATON WORK. ONTRATOR SHALL MMDATLY NOTFY OTR F ONDTONS NOUNTRD N TH FLD DFFR FROM THOS SHOWN ON THS PLANS. 3. ONNTONS TO XSTNG WATR MAN SHALL B OORDNATD WTH TH OTR N AORDAN WTH TH SPFATONS. 4. NW DOMST WATR MAN PPNG TO B NSTALLD WTH MGALUG JONT RSTRANT AT ALL TS, VALVS, HYDRANTS, AND DRTONAL FTTNGS. 5. S SHTS V07.00 AND V FOR WATR MAN UTLTY PROFLS. 6. S SHT V FOR SANTARY SWR UTLTY PROFLS. 7. S SHTS V AND V FOR STORM SWR UTLTY PROFLS. 8. S SHT V FOR LGHTNG RUT AND LTRAL ONDUT PROFLS. 9. S SHT V FOR OMMUTONS ONDUT PROFL AND GAS SLV PROFL. 0. S SHT V FOR STORMWATR MANAGMNT PLAN. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202 " = 40' A WKG/KZ A PROJT DNTFR SHT NAM F203 V06.00 VOLUM NUMBR OF SHT NUMBR 5 OF 66

16 30 30 X. OMBNATON LTR AND OMM DUT BANK (ONRT NASD) STA ONNT TO X. 2" WATR MAN W/ 2"X2"X8" MJ SWVL T & 8" MJ GV APPROX. 2" DP NV=277.3 PROP. 8" DP NV=277.5 STA VRT. MJ BND NV=277.5 STA VRT. MJ BND NV=272.9 STA " FR LN 8"X8"X6" MJ T NV=.3 STA FR HYDRANT 8"X8"X6" MJ HYDRANT T, 6" GV, FH NV=.0 STA " FR LN 8"X8"X6" MJ T NV=.5 STA HORZ. MJ BND - NV=.42 STA HORZ. MJ BND - NV=.38 STA FR HYDRANT 2 8"X8"X6" MJ HYDRANT T, 6" GV, FH NV=.5 STA ONNT TO X. 8" WATR MAN W/ 8"X8"X8" MJ SWVL T & 8" MJ GV APPROX. NV=277.8 X. GRAD PROP. GRAD X. 2" DRT-BURY OMM LN X. 3 4" DRT-BURY OMM LN PROP 5" RP ULVRT NV= DFLTON X. 2" LTR ONDUT (ONRT NASD).2' LAR DFLTON PROPOSD 4" LTRAL ONDUT (ONRT NASD).0' LAR PROPOSD 8" SH 40 PV SLV FOR FUTUR GAS SRV 4.0' MN. OVR -0.2 DFLTON DFLTON PROPOSD 2-" ONRT NASD LTRAL ONDUTS NV=.4 PROPOSD 3" OMM ONDUT (ONRT NASD) NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) SPTMBR 4, 202 A WKG/KZ A PROJT DNTFR SHT NAM F203 VOLUM NUMBR SHT NUMBR OF 66 PR OFSSO NAL N GN R OF V07.00 V08.00 WLLAM K. GUALTR AS SHOWN V STA " MJ GV NV=.0 PROPOSD 8" DP WATR MAN 8" DP NV= " DP NV= " DP NV=.9 8" DP NV=.4 8" DP NV=.7 8" DP NV=.9 8" DP NV=.8 8" DP NV=.6 8" DP NV=.4 8" DP NV=.0 8" DP NV=. 8" DP NV=.2 8" WATR MAN PROFL. MNMUM OVR OVR WATR MAN TO B 4.0' UNLSS NOTD OTHRWS ON THS PLANS. V07.00 V UNLSS OTHRWS NOTD, A MNMUM OF 8" OF VRTAL SPARATON S RQURD BTWN UTLTY LNS THAT ROSS ON ANOTHR. 3. LOATONS AND DPTHS OF XSTNG UNDRGROUND UTLTS AR APPROXMAT AND MUST B FLD VRFD BY TH ONTRATOR PROR TO ONSTRUTON. 4. WATR MAN TO B ONSTRUTD OF RSTRAND JONT PP. MGALUGS SHALL B NSTALLD AT ALL TS, VALVS, HYDRANTS, AND DRTONAL FTTNGS.

17 WATR MAN 4" DP STA ONNT TO X. 6" DP W/ 45 MJ HORZ. BND AND 6"X4" RD. - NV=.9 STA MJ VRT. BND - NV=.9 STA MJ VRT. BND - NV=276.3 STA MJ VRT BND - NV=276.3 STA MJ VRT. BND - NV=.2 STA MJ HORZ. BND - NV=.27 STA MJ HORZ. BND - NV=.27 STA ONNT TO 4" DP WATR MAN W/ 4"X4"X4" MJ SWVL T APPROX. NV=.3 RLOATD 4" DP WATR MAN PROFL PROPOSD 3" OMM ONDUT NV=.8 X. GRAD PROP. GRAD X. 4" LTR DUT NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PROP. GRAD X. GRAD STA ONNT TO 8" WATR MAN 8"X8"X6" MJ T NV=.3 STA " PV NV=.7 STA ONNT TO 6" DP FROM BULDNG VALV ROOM NV=.6 STA ONNT TO 8" WATR MAN 8"X8"X6" MJ T NV=.5 STA " PV NV=.4 STA ONNT TO 6" DP FROM BULDNG VALV ROOM NV=.5 PROP. GRAD POST NDATOR VALV X. GRAD POST NDATOR VALV 6" DP FR LN 6" DP FR LN PROP. 2" DP ROOF DRAN HADR NV=.8 PROP. 2" DP ROOF DRAN HADR NV=.5 SPTMBR 4, 202 A WKG/KZ A PROJT DNTFR SHT NAM F203 VOLUM NUMBR OF SHT NUMBR OF 66 PR OFSSO NAL N GN R WLLAM K. GUALTR 7 V " FR LN AT SW ORNR OF BULDNG PROFL 6" FR LN AT S ORNR OF BULDNG PROFL. MNMUM OVR OVR WATR MAN TO B 4.0' UNLSS NOTD OTHRWS ON THS PLANS. 4 V V V V UNLSS OTHRWS NOTD, A MNMUM OF 8" OF VRTAL SPARATON S RQURD BTWN UTLTY LNS THAT ROSS ON ANOTHR. 3. LOATONS AND DPTHS OF XSTNG UNDRGROUND UTLTS AR APPROXMAT AND MUST B FLD VRFD BY TH ONTRATOR PROR TO ONSTRUTON. 4. WATR MAN TO B ONSTRUTD OF RSTRAND JONT PP. MGALUGS SHALL B NSTALLD AT ALL TS, VALVS, HYDRANTS, AND DRTONAL FTTNGS. AS SHOWN

18 NO. RVSON DAT STA ONNT TO X. SAN MH X. NV OUT=273.5 (8" PV) X. NV N=273.6 (8" PV) PROP. NV N= (6" DP) STA " DP 45 VRT. BND NV=274.0 STA " DP 45 VRT. BND NV=277. STA " DP LANOUT AND 4" DP 45 HORZ. BND NV=277.4 STA OUTLT OF OL/WATR SPARATOR NV=277.6 STA NLT TO OL/WATR SPARATOR NV=277.5 STA ONNT TO 6" DP FROM BULDNG FLOOR DRANS NV=277.8 PROP. GRAD X. GRAD OL/WATR SPARATOR ASS OPNNGS TOP= ".D. ASS MANHOLS X. 8" DP WATR MAN NV=277.8 PRAST OL/WATR SPARATOR SPTMBR 4, 202 PR OFSSO NAL N GN R AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) A WKG/KZ A 7 V V V V V V WLLAM K. GUALTR AS SHOWN X. TOP=. PROP. TOP= MNMUM OVR OVR SWR LNS TO B 4.0' UNLSS NOTD OTHRWS ON THS PLANS. 2. UNLSS OTHRWS NOTD, A MNMUM OF 8" OF VRTAL SPARATON S RQURD BTWN UTLTY LNS THAT ROSS ON ANOTHR. 3. LOATONS AND DPTHS OF XSTNG UNDRGROUND UTLTS AR APPROXMAT AND MUST B FLD VRFD BY TH ONTRATOR PROR TO ONSTRUTON. PROJT DNTFR F203 SHT NAM V VOLUM NUMBR OF SHT NUMBR 8 OF 66

19 STA " S- ND STON NV=.00 (8" RP) STA D-7 YARD NLT NV OUT=.50 (8" RP) NV N=.75 (5" RP) STA D-7 YARD NLT NV OUT=.50 (5" RP) NV N=.75 (2" DP) STA ".25 HORZ. BND - NV=.57 PROP. GRAD X. GRAD PROP. GRAD X. GRAD X. 8" DP WATR MAN TOP= " ON NASD OMM ONDUT TOP=.4 6" DP FR LN TOP=.3 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 0 NV=.7 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN NV=.0 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 2 NV=.3 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 3 NV=.5 STA "X6" WY & 45 HORZ. BND - ONNT TO ROOF DRAN 4; 2"X0" NTR RDUR; LANOUT NV=.8 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 5 NV=.0 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 6 NV=.3 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 7 NV=.5 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 8; LANOUT NV=.7 6" DP FR LN TOP= LF - 5" 0.5% LF - 2" 0.50% 80.0 LF - 2" 0.4%.0 LF - 0" 0.4% 74.5 LF 8" 0.7% PROP. TOP=. PROP. TOP= STA DFLTON X. 8" SANTARY SWR MAN TOP= " ON NASD DUT TO XFMR TOP=.8 8" SH 40 PV GAS SLV TOP=.25 NO. RVSON DAT SPTMBR 4, 202 PR OFSSO NAL N GN R AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) A WKG/KZ A STORM SWR AND SOUTH ROOF DRAN HADR PROFL V V V V V V V V V V WLLAM K. GUALTR AS SHOWN 30. UNLSS OTHRWS NOTD, A MNMUM OF 8" OF VRTAL SPARATON S RQURD BTWN UTLTY LNS THAT ROSS ON ANOTHR. 2. LOATONS AND DPTHS OF XSTNG UNDRGROUND LTR LNS AR APPROXMAT AND MUST B FLD VRFD BY TH ONTRATOR PROR TO ONSTRUTON. PROJT DNTFR F203 SHT NAM V VOLUM NUMBR OF SHT NUMBR 9 OF 66

20 NO. RVSON DAT STA BGN 2" DP ROOF DRAN HADR NV= LF - 2" 0.50% 0.5' LAR PROP. GRAD X. 8" DP WATR MAN TOP=.9 X. GRAD X. 8" PV SANTARY SWR MAN TOP=274.6 SPTMBR 4, 202 PR OFSSO NAL N GN R AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) A WKG/KZ A STA HORZ. BND & LANOUT NV=.7 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN NV=.8 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 2 NV=. STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 3 NV=.4 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 4 NV=.7 STA "X6" WY & 45 HORZ. BND - ONNT TO ROOF DRAN 5; 2"X0" NTR RDUR; LANOUT NV=.0 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 6 NV=.3 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 7 NV=.6 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 8 NV=.9 STA "X6" WY & 45 HORZ. BND; ONNT TO ROOF DRAN 9; LANOUT NV=.2.00 LF - 0" 0.50% NORTH ROOF DRAN HADR PROFL WLLAM K. GUALTR AS SHOWN 30. UNLSS OTHRWS NOTD, A MNMUM OF 8" OF VRTAL SPARATON S RQURD BTWN UTLTY LNS THAT ROSS ON ANOTHR. 2. LOATONS AND DPTHS OF XSTNG UNDRGROUND LTR LNS AR APPROXMAT AND MUST B FLD VRFD BY TH ONTRATOR PROR TO ONSTRUTON. PROJT DNTFR F203 SHT NAM V VOLUM NUMBR OF SHT NUMBR 20 OF 66

21 4" LTRAL ONDUT FROM TRANORMR TO BULDNG 4" LTRAL ONDUT FROM XSTNG DUT TO TRANORMR " LGHTNG RUT ONDUT AND " SPAR ONDUT PROFL (FOR ASPHALT PATH) LGHT POL PROP. GRAD X. GRAD PROP. GRAD X. GRAD PROP. GRAD X. GRAD PROPOSD " LGHTNG RUT ONDUT AND " SPAR ONDUT PROP. ONRT NASD 4" L. DUT ONRT NASMNT UNDR PROPOSD PAVMNT STA TO STA PROP. 2" DP ROOF DRAN HADR NV=.3 8" DP WATR MAN TOP=.37 STA ONNT TO TRANORMR NV=.9 PROP. ONRT NASD 4" L. DUT STA ONNT TO SRV AT BULDNG NV=. PROP. 8" DP WATR MAN TOP=.6 STA ONNT TO X. 4" LTRAL DUT (ASSUMD 3' DP) NV=.7 STA ONNT TO TRANORMR NV=.9.2' LAR STA ONNT TO " LTR ONDUT AND " SPAR ONDUT AT BULDNG NV=.9 STA LGHT POL STA LGHT POL STA LGHT POL STA LGHT POL STA LGHT POL 24" RP ULVRT NV=. STA LGHT POL STA LGHT POL STA ND " ONDUT - LGHT POL - STUB " SPAR ONDUT 24" ABOV GRAD MNMUM OVR OVR ONDUTS TO B 3.0' UNLSS NOTD OTHRWS ON THS PLANS. 2. UNLSS OTHRWS NOTD, A MNMUM OF 8" OF VRTAL SPARATON S RQURD BTWN UTLTY LNS THAT ROSS ON ANOTHR. 3. LOATONS AND DPTHS OF XSTNG UNDRGROUND UTLTS AR APPROXMAT AND MUST B FLD VRFD BY TH ONTRATOR PROR TO ONSTRUTON. 4. RFRN LTRAL DRAWNGS FOR FURTHR DTALS OF LTRAL DUTS, LGHTNG RUT, AND LGHT POLS. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202 AS SHOWN A WKG/KZ A PROJT DNTFR SHT NAM F203 V VOLUM NUMBR OF SHT NUMBR 2 OF 66

22 3" OMMUTONS ONDUT PROFL 8" SLV FOR FUTUR GAS SRV FA OF PROP. BULDNG X. 2" DP ULVRT NV=.4 X. 6" DP WATR MAN (DATUR) X. 4" LTR DUT PROP. GRAD ONRT NASMNT UNDR PROPOSD PAVMNT STA TO STA X. GRAD X. GRAD PROP. 6" DP WATR MAN TOP= ' MN. OVR FF LV=.33 PROP. 2" DP ROOF DRAN HADR NV=.6 PROP. GRAD.3' LAR PROP. 8" DP WATR MAN NV=.3 PROP. 2" DP ROOF DRAN HADR NV=.6 3" SH 40 PV OMM ONDUT (NSTALLD BY DRT BURY UNLSS OTHRWS NOTD) PROP. 8" DP WATR MAN NV=.2 70 LF - 8" Ø SH 40 PV SLV FOR FUTUR GAS 2.0% STA ONNT TO X. OMM MANHOL AND XTND 3" SH 40 PV OMM ONDUT APPROX. NV=.5 X. 3 4" DRT-BURY OMM ONDUT X. 2" DRT-BURY OMM ONDUT STA NSTALL OMM HAND HOL NV=.6 NSTALL 90 SWPS AND RSRS NTO OMM HAND HOL STA HORZONTAL SWP NV=.0 STA STUB ONDUT 3' ABOV GRAD N L. ROOM FLOOR X. 6" DP WATR MAN NV=.5 STA BGN 8" SH. 40 PV SLV W/ 8" PV AP FOR FUTUR GAS SRV NV=277.5 STA ND 8" SH. 40 PV SLV W/ 8" PV AP FOR FUTUR GAS SRV NV= MNMUM OVR OVR ONDUT TO B 3.0' UNLSS NOTD OTHRWS ON THS PLANS. 2. UNLSS OTHRWS NOTD, A MNMUM OF 8" OF VRTAL SPARATON S RQURD BTWN UTLTY LNS THAT ROSS ON ANOTHR. 3. LOATONS AND DPTHS OF XSTNG UNDRGROUND UTLTS AR APPROXMAT AND MUST B FLD VRFD BY TH ONTRATOR PROR TO ONSTRUTON. V V V V V V RFRN OMMUTONS DRAWNGS FOR FURTHR DTALS. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202 AS SHOWN A WKG/KZ A PROJT DNTFR SHT NAM F203 V VOLUM NUMBR OF SHT NUMBR 22 OF 66

23 ROTAT TOWARD APRON OR AS NDATD ON PLANS BURY LN 2' MNMUM LASS A3 ONRT PAD S NOT 2 SHTD XAVATON OMPATD BAKFLL S NOT 5 UTLTY WARNNG TAP S NOT 2 OPN XAVATON WTH.5H : V SD SLOPS ONRT PARG 6" DA. SHDUL 40 STL PP BOLLARD FLLD WTH ONRT PANTD YLLOW, RLTV '-0" FNSH GRAD NTAL BAKFLL S NOT 4 8" FLL GAP BTWN SLV AND POST WTH SALANT (/2" DPTH) 2' X 2' X 8" ONRT OLLAR BDDNG TO ' ABOV FLANG POLYTHYLN SHT SWVL T OR ANHOR OUPLNG WATR MAN PP BDDNG S NOT 3 D 2" OD 2" 2" OD/2 6" 2" FNSH GRAD SOLD BLOK BDDNG ANHORD 6" MJ GAT VALV US RSTRANNG GLANDS AT VALV AND HYDRANT WTH RSTRAND PUSH-ON JONTS BTWN. MAXMUM HYDRANT HGHT S 7' BURY. FOR DPR MAN, PROVD VRTAL OFFST N LAD. 2. ONRT & POLYTHYLN MUST B LAR OF WP HOLS. 3. VRTAL ADJUSTMNT OF BARRL LMTD TO ON XTNSON. STM XTNSON OF MOR THAN 6" PROHBTD. RPLA NTR STM WHR BARRL S ADJUSTD MOR THAN 6". 4. PANT HYDRANT N AORDAN WTH MWAA SPFATONS. 5. LOAT HYDRANT AT LAST 2' BHND DTH (WHR APPLABL). GRAD TO A MAXMUM 0% SLOP WTHN 2' OF HYDRANT. VALV MUST NOT B LOATD N TH DTH.. PROVD XTNSON OF VALV STM WHR OPRATNG NUT S MOR THAN 5' BLOW GRAD. 2. VALV BOXS OUTSD OF PAVMNT RQUR 8"Ø X 6" ROUND ONRT PAD. 3. ADJUSTMNT BY RSR RNGS PROHBTD. 4. FOR GAT VALV NSTALLATONS PROVD VALV BOX ADAPTR MAD TO FT SPF SZ AND MANUFATURR OF VALV.. SUPPORT OF TRNH XAVATON SHALL B N ONFORMAN WTH OSHA PART 926, SUBPART P, AS AMNDD. 2. PROVD BURD UTLTY LNS WTH 6" WD NON-DTTABL UTLTY WARNNG TAP. 3. PP BDDNG SHALL B VDOT #57 STON. 4. NTAL BAKFLL SHALL B PLAD 2" ABOV ROWN OF PP AND SHALL ONFORM TO TH RQURMNTS FOUND N STON 32 OF TH SPFATONS. 5. OMPATD BAKFLL SHALL B PLAD N AORDAN WTH TH RQURMNTS LSTD N STON ALL BAKFLL SHALL B OMPATD N AORDAN WTH TH RQURMNTS LSTD N STON 32. BOLLARD AND ST HOL 8" DA. SHDUL 40 STL PP SLV WTH ND PLAT /4" X 2" SQ. (SAL GAP WTH SAND AS RQURD TO SUR POST) ONRT FLLD ST HOL V06.00 V08.00 FR HYDRANT DTAL V V08.00 VALV BOX 3 TYPAL UTLTY PP TRNH V06.00 V08.00 "WATR" ON LD ST FLUSH WTH FNAL GRAD VALV BOX AND LD (S DTAL 2 THS SHT) SRW TYP ADJUSTMNTS.0' 0.4'.0' PROPOSD GAT VALV 0.4' 0.4' UNDSTURBD ARTH ONRT BLOK 5 TYPAL GAT VALV ASSMBLY V06.00 V ' 0.4'.0' BOLLARD SPANG AT ONRT TRANORMR PAD V V08.00 POST NDATOR VALV. NDATOR POST TO B MULLR OMPANY, ADJUSTABL VRTAL NDATON POST, MODL A GAT VALV TO B 2360 SRS, MODL P V V08.00 BOLLARD DTALS NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202. A WKG/KZ A PROJT DNTFR SHT NAM F203 V08.00 VOLUM NUMBR OF SHT NUMBR 23 OF 66

24 24" SQUAR ONRT NASMNT FNSH GRAD S OVR ASSMBLY DTAL 3, THS SHT 24" 6" PLUG OMT PLUG WHR SWR JONS X. BULDNG ONNTON 6" DP ONRT PAD (NOT RQURD N PAVMNT) S DTAL 3, THS SHT BLL X SPGOT 45 BND 6"x6" WY (DP) PROVD RUBBR GASKT 0 P.S.. ONRT " 0-3/4" AST RON/DUTL RON LANOUT OVR 2" ONRT FNSHD GRAD 2 FT. (FROM ND OF LN) 6" GRAVTY SWR FLOW 6" SWR TYP BRASS LANOUT AP WTH OUNTRSUNK HAD SAND USHON 9-/4" 3" PP SAL GASKT 4" (MAX.) 8" 6" DP NLT 6" DP OUTLT 0 P.S.. ONRT 8" PV NASMNT PP 6" DP 6" MNMUM V V SANTARY LANOUT PPNG WTHN STRUTUR TO B FLANGD DUTL RON PP 3 V06.00 V LANOUT OVR TOP LVATON OF OL/WATR SPARATOR TANK=.0 V06.00 V V PR-AST OL/WATR SPARATOR. S DTAL 6 ON THS SHT FOR MANHOL RSR DTAL FOR ASS OPNNGS. 5'-0" FLL ANNULAR SPA W/ NON-SHRNK GROUT OR LASTOMR SALANT RUBBR LNK SAL SYSTM STRUTUR XTROR NW PP DUTL RON LASS 350 X. WALL (BRK AND MORTAR OR RNFORD ONRT) STRUTUR NTROR OR HOL N WALL (SZ OF HOL TO B TWO PP SZS GRATR THAN PP PASSNG THROUGH TH WALL) FLL ANNULAR SPA W/ NON-SHRNK GROUT OR LASTOMR SALANT MATH X. (S NOT 2) MATH X. (S NOT ) MH STPS 2" SPARATON RSR UNT V V MANHOL FRAM AND OVR FOR OL/WATR SPARATOR MANHOL O-RNG JONTS (ASTM -443) RSR WALL THKNSS TO MATH XSTNG STRUTUR TOP OF OL/WATR SPARATOR TANK (LVATON=.0) NSUR A WATR-TGHT SAL BTWN RSR AND TOP OF OL/WATR SPARATOR N AORDAN WTH TH MANUFATURR'S ROMMNDATONS V V PR-AST MANHOL RSR FOR OL/WATR SPARATOR V V PP PNTRATON TRHOUGH XSTNG MANHOL. DAMTR OF RSR UNT TO MATH XSTNG. 2. HGHT OF RSR UNT(S) TO B DTRMND BASD UPON FLD ONDTONS TO RAS MANHOL TOP TO PROPOSD GRAD.. S DTAL 5 ON THS SHT FOR MANHOL FRAM AND OVR DTAL. 7 PR-AST SANTARY MANHOL RSR V V NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202. A WKG/KZ A PROJT DNTFR SHT NAM F203 V VOLUM NUMBR OF SHT NUMBR 24 OF 66

25 DG OF PAVD BULDNG APRON FA OF BULDNG GRASSD ARA PAVD BULDNG APRON BULDNG FLOOR SLAB 0'-0" 5'-0" TURND DOWN SLAB 8" SH 40 PV AP 8" SH 40 PV AP 8" Ø SH 40 PV SLV FOR FUTUR GAS SRV V06.00 V DTAL OF 8" Ø SH 40 PV SLV FOR FUTUR GAS SRV. ONTRATOR TO PROVD TH AUTHORTY WTH AN AURAT HORZONTAL AND VRTAL AS-BULT OF GAS SLV. GRAD 2" MN. H-20 WHL LOAD RATNG LAN BD FLL OMM. HANDHOL PLYMR ONRT TYP. DTTABL MARKNG TYP DUT SUPPORT 36" MN. 2" 24" NW HANDHOL ONDUT 2" 3" V06.00 V V V DRT BURD OMM & LTR RAWAY 3 V06.00 V V OMM HAND HOL. WHR DSGNATD ON PLANS, ONRT NASMNT THKNSS TO B A MNMUM OF 3" ON ALL SDS OF ONDUTS N TRNH. NO. RVSON DAT AVATON DRV, SUT, DULLS, VA 2066 (877) , XT. 20 FAX:(703) PR OFSSO NAL WLLAM K. GUALTR N GN R SPTMBR 4, 202. A WKG/KZ A PROJT DNTFR SHT NAM F203 V VOLUM NUMBR OF SHT NUMBR 25 OF 66