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CARTER & BURGESS INC. LONG: 76°23'6, 5'W Retail & Distribution -Floor 29
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A TALL A~REYIATIp6 AAE NOI IEOESSARILY USED aN 1xE DRIYIW57 ITEM ezisrlrvc New SITE IMPROVEMENT NOTES: N T
PROPERTY LINE OA RIGHT Of WAY LINE U T I L I T i "O " E O~ W, q A W N ' tr
A BUILDING i. BgAOARY INFORMATION REFLECTS A BaNOARY SURVEY PEAFIX(MED BY CARTER 6 BURGESS, DATED 02/22/01. 1, E%CEPT FOR FIRE WATER LINES (REFER TD I/C8.31, 2/C8.31 ER TO I/C8.31, 2/C8.311, TERMINATE ALL UTILITIES AND CONDUITS 5' FROM d'•°.,,
FACE OF BUILDING. REFER TO IECHANICAL ANO ELECTRICAL AC ACRES PB POND BOTTOM BUILDING CaUMN LINE NA 2. ALL PAVING DIMENSIONS ARE TO EDGE OF PAVEMENT DR BACK OF CURB IRILESS SHOMI OTHERWISE. PC POINT CF CIAiVATURE 2, THE CONTRACTOR SHALL LOCATE ANO PROTECT ALL E%ISTINC U IANICAL AND ELECTRICAL PLANS FOR CONTINUATION. .
PI POINT OF INTERSECTION CENTERLINE ROADWAY 3. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS. DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED PL OR Q PRWERTY LINE OF THE Ui1L TTY COMPANY. ALL UTILITIES AS SNOVW ARE AP PROTECT ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES LION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION (LITIES AS SHOWN ARE APPROXIMATE LOCATION. UTILITY COMPANY CONTACTS
PSF POUNDS PER SQUARE FOOT EASEMENT 4. CONTRACTOR SHALL LOCATE AND PROTECT ALL E%ISTINC UTILITIES PRIOR TO ANY FENCE CONSTRUCTION, AMY AAE AS FOLLOWS: PS[ PIXMOS PER SQUARE INCH UTILITIES DAIUCEO AS A RESULT ~ SITE FENCE CDNSTRUC110N SHALL BE REPAIRED AT THE CONTRACTOR'S E%PENSE B-0 BACK TO BACK OF CURBS PT POINT OF TANGENCY EDGE OF PAVEMENT TO THE SATISFACTION OF THE CONSTRIICIION MANAGER. NATEA/SEWER -CITY OF XENDEASON ATTN: fRAN
BC BUILDING CONTRACTOR PYC Pp,YYINYL CHLORIDE 180 BECKF01~ DRIVE BLDG. BUILDING PVMT PAVEMENT CURB 5. REFER TO ARCHITECTURAL ANO STRUCiIIAAL PLANS FOR ACTUAL BUILDING DIMENSIONS, DIMENSIONS $HOYM TO FACE HENDERSON, NC 27536 ATTN: FRANK FRAZIER 36
BN BENCHMARK SECUTITY FENCE Np ~ BUILDING ASSURE THAT BUILDING FACE IS A U4[FpTN DISTANCE OF I.1T' FROM THE CENTERLINE OF E%TER[OA (2521431-6026 BOC BACK Of CURB CAIRN FOR DRY COWS ARAI 1.42' FOR AEFAIGER0.i[p4. CALLOUTS FOR BUILDING CORNER REFER 70 FACE OF
BOF BOTTOM OF FWTING PARKING SPACES Hp / , / / / / FOUNDATION WALL CORNER. ELECTRIC - CAROLINA POWER AND LIGHT ATTN: WRI BW 80TH WAYS -/-/-/-[-LL_ 602 RALEIGH AOAO LIGHT ATTN: GERIAL PROCTOR
WIMBER W PARKING SPACES NA I© 6. ALL PAVEMENT STRIPING SHALL BE 4' NIOE Sa10 YELLOW PAINT STRIFE, UNLESS NOTED OTHERWISE. STRIPES XENOEASON, NC 27536 C R RADIUS IRDICATED AS DASHED SHALL BE 4' WIDE ID' LONG PAINT STRIPES AT 20' O.C, (2521438-1906 AC REFRIGERATION CONTRACTOR HANOICAPPEO PARKING qA 36
ACP REINFORCED CONCRETE P[PE T. BOLLARDS ARRRO TRANSFORMER 5 SN[TCHCEAA TO BE SPACED ~ 5'-0' OC 6 A MINIMUM OF 5'-0' AWAY FAON PRO. NATURAL GAS - PSNC ENERGY ATTN: JERA AE: REFER T0, REFERENCE PAVEMENT STRIPING Np ~ REMOVABLE BOLLARDS TO BE PLACED ! DWRS ON TRANSfORREAS. 1980 RUIN CREEK ROAD ATTN: JERRY W. PARRISH )AD
C CONDUIT AEINF. REINFOAC[NG OA REINFORCED NENDERSa4, NC 27536 CCT CHLORINE CONTACT TANK REO'0 REQUIRED DIREC710N0.L ARROW NA b 8, PLACE WHEEL STOPS iN THE TRACTOR PARKING AREA, CENTERED IN THE FRONT OF EACH PARKING SPACE AND 1252)431-3405 C.f, CUBIC FEET ROW RIGHT OF MAY PERPENDICULAR TO THE ANGLED STRIPES. 36
CFC CONCRETE FL WA CONTRACTOR RP RADIUS POINT BOLLAA05 NA ~ ~ ~ ~ ~ TELEPHONE - SPRINT ATTN: ROBE CI CASs IRON RV RAW MATER 85S BURR STREET ATTN: ROBERT L. HARRIS
C/L OA ~ CENTERLINE CAST-IN-PLACE BOLLARD ~ NENDEASON, NC 27536 0.A CLEAR CMP CORRl1CATE0 METAL PIPE TREES /-Y~Y"ti\ xp (2521430-3539 16
nu CONCRETE MASOWTY UNIT CURVE DATA BUILDING PAD NOTES: DDUNTY -MANGE MINTY ATTN: T.R. C.O. CLEAMKIUT NA O 156 CHURCH ST., SUITE 003 ATTN: T.R. (RANDY) NEWMAN IITE 003
ca. cauMN SC SITE CONTRACTOR HENDEASON, NC 27536-5574 CONC. CONCRETE SCR. SCHEDULE WETLANDS I, THE SiTE CONiRACTW SHALL PREPARE BUILOINO PAO AND FOUti7ATI0N SUBGAADE PER DETAIL 14/C7.01. (2521738-2080 CONST. CONSTRUCT 50 STORM DRAIN 2. THE $IiE CONTRACTOR SHALL INSTALL THE BOTTgI II' OF BASE MATERIAL BELOW ALL BLDG, SLABS i0 A TOLERANCE 16-5574 6 Y( H
CONT. CONTIW10115 SEC SECURITY W !0.10', REFER i0 14/C1,01. THE BASE MATERIAL SHALL BE CRUSHED STOFE CWIFORNING iD SECTION 520 3. CONTRACTOR SHALL REFER TO STORM DRAIN PLANS AND PROFILI CONTR. CONTRACTOR SF SNARE FEE1 CONTOUR ANO VALUE OF THE NORTH CAROLINA DEPARTMENT W TRANSPORTAT[al SPECIFICATIONS. THE CRUSHED STONE SUBBASE SHALL BE NEW STORM DRAIN LINES. DRAIN PLANS AND PROFILES FOR INFORMATION CONCERNING ALL EXISTING AND
CP CENTER POINT SHT SLUDGE HOLDING TAW( - A23- COW ACTED TO AT LEAST 95% MAXiWW DENSITY AS DETERMINED BY MODIFIED PROCTOR PROCEDURES (ASTW DIS57), CPH CONTRA POINT HORIZONTAL SP SPARE SPOT ELEVATTDN 623.5 q, CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES CPP CORRUGATED POLYETHYLENE P[PE 50 SQUARE 23.5 REQUIRED MINIMUM DEPTHS OF COVER. TxE CONTRACTOR SHALL ALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE
CPY CONTROL POINT VERTICAL 55 SANITARY SEVER SLOPE tlLOCKS REQUIRED TO ASSURE PROPER INSTALLATION OF MATER CY C161C YARDS STA $TAiIONING NA THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL BENDS WITH THRUST INSTALLATION OF WATER MAINS AND LATERALS.
STD. $TANDARO i0P OR TOE OF SLOPE NA 5. WATER AND SANITARY SEWER L(NE$ SHALL BE INSTALLED WITH HALL BE INSTALLED WITH A MIN. SEPARATION OF 10 FEET HORIZONTALLY AND ING DETAIL, REFER TO 4/C8.31. -
SWGR SWITCHGEAR A[DCE OR VALLEY LINE NA STORM DR A I N NOTE ~ 1.5 FEET VERTICALLY, FOR TRENCHING DETAIL, REFER i0 4. ENT _ ~ 6. IN THE EYENi Of A CONFLICT BETWEEN WATER LINES ANO STDI C EURINE $WALE OA DITCH WATER LINE DOWNMAAD IN SUCH A MANNER 50 THAT THE PIPE I EN WATER LINES AND STORM DRAIN, THE CONTRACTOR SHALL EITHER ADJUST THE
D DEPTH ~ i. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES BEFORE CW(STAUCTION AND VERIFYING DEFLECTION AND JOINT STRESS AAE NOT E%CEEDEO OR PROVIDI DET. DETAIL LWATION OF ALL EXISTING UTILITIES ANp STORM GRAIN STRUCTURES PRIOR TO CONSTRUCTION. CONTRACTOR IS NNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE NOT EXCEEDED OR PROVIDE BENDS, REFER TO 6/C8.31.
DIR. DIAMETER FLON ARROW 3% - AESPONS[BLE FOA NOTIFYING MICN OF ANY COI~LICTS BETWEEN PLANS AND E%ISTINC CONDITIONS. T. WATER LINES SHALL HAVE A MINIWIM COYER OF 3 FEET ABOVE DIP DUCTILE IRON PiPE i TANGENT COVER OF 3 FEET ABOVE PIPE TO FINISHED SURFACE. •Q m amirwo9
D.O. T, DEPARTMENT OF TRANSPORTATION 1 OA TEL TELEPHONE STORM DRAIN FLUME Ap ~ 2. CONiRACTpt [S RESPONSIBLE FQA REPAIRS OF DAMAGE TO ANY E%ISTINC INPROYEMENTS DURING CONSTRUCTION. B. ALL CWRDINAiES ANO DIMENSIONS ARE i0 ixE CENTERLINE 01 DW DOMESTIC WATER iC 10P OF CURB r i0H TOTAL DYNAMIC HEAD CRATE INLET 3. ALL PIPES ENTERING STORM ORA[N STRUCTURES SHALL BE GROUTED i0 ASSURE WATERTIGHT CONNECTIONS. 9. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF VANCE C( RE TO THE CENTERLINE OF UTILITY AND STRUCTURES. " • W W EOUIREMENTS OF VANCE COUNTY, NORTH CAROLINA. CONTRACTOR SHALL COORDINATE N o < 0 0 0
TNG TRUCK MAINTENANCE GARACf NA ~ INSPECTION AND TESTING OF ALL UTILITTES WITH THE APPROI _ 36' 4. ALL STORM DRAIN PiPE SHALL BE RCP ASTM C-T6, QA55 III, HALL TYPE 'B' I1N.E55 OTHERWISE NOTED. ALL CONNECTIONS TO E%ISTINC UTILITIES SHALL BE COOADINi iP 10P OF PAVEMENT STORM DRAIN LINE AND SIZE _ _$D _ _ _ _ _ ILITIES WITH THE APPROPRIATE AUTHORITIES PRIOR TO BACKFILLING. ITIES SHALL BE COORDINATED WITH AUTHORITIES. CONSTRUCTION SHALL COMPLY
TW TRUCK WASH - - - WITH ALL GOVERNING CWES. CONTRACTOR SHALL CONDUCT ALL TYP. TYPICAL 5, All STORM DRAIN MANHOLES SHALL BE FLUSH WiTH FINISHED GRADE AND HAVE NEAYY DUTY (H-20 TRAFFIC BEAR[NCI :TOR SHALL CONDUCT ALL REQUIRED TESTING TO AUTHORITIES' SATISFACTION.
E EAST IFOA CWRDINAiE51 CdST-IRON STANDARD BOLT-0OWN LIDS. LIDS SHALL BE LABEI.EO 'STORM SEVER'. 10. THE CONTRACTOR SHALL COMA)UCT A PRESSURE TEST ON ALL FIF EA EACH STORM DRAIN MANHOLE _ _ ~ _ _ _ APPROVAL AUTHORITY AND THE OWNER'S INSUiAHCE CARRIER. EC ELECTRICAL CONTRACTOR U 6. ALL STORM pRAIN STRUCTURES SHALL COMFORMR TO NORTH CARa1NA D.O.T. SPECIFICATIONS EXCEPT AS MODIFIED BY TH SPECIFICATIONS FOR WATER LIME TESTING. RESSURE TEST ON ALL FIRE WATER LINES TO THE SATISFACTION OF THE LOCAL Z 'S INSURANCE CARRIER. TESTS SHALL BE 225 PSI FOR 2 HOURS. REFER TO Q ;TING.
Ef EACH FACE STORM ORA[N HEADWALL NA ~ CONTRACT DOCUENiS. II. THRUST BLOCKS SHALL BE PROVIDED ON ALL HATER LINE TEES, EG EDGE OF GRAVEL DOMESTIC NATEA ANO SIZE T. COORDINATES ANO DIMENSIONS SHOWN AAE TO THE CFW7ERLINE W PIPES ANO MANHOLES. TIE-DOVN BLOCKING SHALL BE PROVIDED ON ALL MATER LINE 1 cn U 3N ALL MATER LINE TEES, PLUGS, AND BENDS, REFER TO 7/C8.31. VERTICAL Z Z
EL. ELEVATION ~ URAIERGRWND CWIOUIT DW- 6• ' -DW-'~ ELEC ELECTRICAL (FDA UTILITIE51 UG UNAERGRWNO CONCRETE CRADLE SHALL BE MDYIOED ON ALL VERTICAL BEND'. EP EDGE OF PAVEMENT V.N,O. UNLESS NOTED OTHERWISE FIRE WATER LINE ANO SIZE __.y__12'_ -FV I2' B. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH 9000 PS[ MINIWM STRENGTH COHCAETE AND GRADE 60 OR FLANGES NITN CONCRETE. )ED ON ALL WATER LINE VERTICAL BENDS DOWNWARD, REFER TO 8/C8.31. ON ALL VERTICAL BENDS UPWARD, REFER TO 6/C8.31. DO NOT COVER BELLS Q
EO EWAL UNREINF UMWiEINFORCEO WATER GATE VALVE REINFORCING. ALL E%POSED CORNERS SHALL BE CHAKEREO. - - - - 12. ANY EXISTING THRUST BLWKS OA AESTAAiNTS SHALL BE AEN01 W EACH WAY UST UNDERGROUND STORAGE TANK 9. WERE EXCESSIVE FLUME LENGTHS HAKE Ca4T1M10115 Pqp DIiFIC0.T, WNTRACiOR MAY CONSTRUCT IN }D FWT THE REPLACEMENT, MIERE REWIRED, SHALL BE AT THE CONTRA d 0- Z MAINTS SHALL BE REMOVED BY THE CONTRACTOR TO ALLOW WORK TO PROCEED. J X O
E%IST EXISTING FIRE HYDRANT EKP, E%PANSICN - -'O SECTIONS CONIECTED BY KEYED CONSTRLCiIpI JOINTS. TIESE JOINTS SHALL BE SEALED WITH TIE SATE SEALANT 65 SHALL BE AT THE CONTRACTOR'S EXPENSE. w BE EITHER DUCTILE IRON OR PVC. DUCTILE IRON PIPE SHALL BE EITHER
TWTUSi BLOCKING USED FOR SITE PAVEMENT. AE IREORCING SHALL BE CdttIMIOUS AT THE JOINTS. CpISTRUCT1011 JOINTS SHALL NOi 13, SANITARY SEWER PIPE WTEA IAL MAY BE EITHER DUCTILE IRON ~ ~ BE USED WITHIN 5 FEET OF DRAW BREAKS. PUSH-ON OA MECHANICAL JOINT, THICKNESS CLA55 51, 200 PS F PROPANE LINE 6 SIZE _ _ p _ _ _ _ P 11/1' A21. 51 (AWVA CI511, TAR COATED AND CEUENT LINED PER AWM ;KNESS CLASS 51, 200 PSI PRESSURE RATING IN ACCORDANCE WITH ANSI o L1J ID CEMENT LINED PER AWWA 0104. JOINTS SHALL BE IN ACCORDANCE WITH
TEAT 4EATICAL ANSI A21.11 IAWWA Cill). PYC PIPE ANO FITi INGS SHALL C Y0. VaUME NATURAL GAS LINE A SIZE _ _ G _ _ _ _ G 4_ D-3034, SpR 35. JOINTS SHALL BE INTEGRAL BELL AND SPIG 'E AND FITTINGS SHALL COMPLY WITH THE LATEST REVISIONS OF ASTM N 0 INTEGRAL BELL AND SPIGOT TYPE WITH RUBBER GASKETS OR APPROVED EOUAL. (o Z
F8 FACE OF BUILDING SANITARY SEWER LINE d SiZE B' 14. WATER MAIN PIPE MATERIAL NAY BE DUCTILE IRON OR PYC, 0 FC FIRE PROTECTION CONTRACTOR - -'$S- - - _SS_ EROS I ON AND SE D I ME NT CON T R O L N OTE S~ MECHANICAL JOINT, THICKNESS CLASS SI FOA DEPTHS LESS TH f-F FACE TO FACE SANITARY SEWER MANHOLE SS MI GREATER, 250 PSI PRESSURE RATING IN ACCORDANCE WITH ANS )UCTILE IRON OR PVC. DUCTILE IRON PIPE SHALL BE EITHER PUSH-ON OR U i 51 FOR DEPTHS LESS THAN 8 FEET AND CLASS 52 FOR DEPTHS 8 FEET OR
Ff FINISHED FLOOR ' - ~ - - - - LINED PER AWWA C104. JOINTS SHALL BE IN ACCORDANCE MIT FG FINISHED GRADE SANITARY SEWER CLEAN-OUT C.O. C.O. - I, Cd4TAACT¦1 SMLL INSTALL All PEN [RETER FILTER FABRIC FENCES Alb SEDIMENT CONTRA BARRIERS PRIOR TO COKOAM TO AWWA C900, PRESSUE 0.ASS 200. IN ACCORDANCE WITH ANSI A21.51 (AWWA CI51), TAR COATED AND CEMENT Q .L BE IN ACCORDANCE WITH ANSI A21.11 (AWWA CI11). PVC PIPE SHALL
FH FIRE HYDRANT N WATER ~ - - - CLEARING OR (¦WO(1¦• FL FLOML[NE W/ WITx OVERHEAD TELEPHONE _ _ pl{i_ _ _ -ONT - I5. ALL WATER MANS A10 APPURTENANCES AAE TO BE INSTALLED I .ASS 200. i ARE TO BE INSTALLED IN ACCORDANCE WITH AWWA CGOO-82 AMERICAN
PLC. FLANGE MM WAL-HART 2. CONTRACTOR SHALL INSTALL ADDITIONAL SEDIMENT C0111RQ IAI¦[EAS AS NECESSARY TO CONTAIN ALL lbNSTRUCTION WLTERV'OAIfS ASSOCIATION AND THE NATIONAL FIRE PREVENTION FOC FACE OF CURD WMCN WAL-MART CONSTRUCTION MANAGER OVERHEAD ELECTRIC PRIMARY _ __pxE_ _ _ -ORE- SEDIMENT ON SiTE. FPH EIRE PUW HOUSE 16. ALL FIRE RISER FLANGES SHALL USE TYPE 304 $TA IREESS SiE iTIONAL FIRE PREVENTION ASSOCIATION STANDARDS.
FPR FIRE PROTECTION RISER W/S. WATEAUSUAFACE IRIDERCRa1ND ELECTRIC PRIMARY _ _,E _ _ _ _ _ E _ 2_I;C 7. CWTRACTOR SHALL MAINTAIN ALL EROSIgI A10 SEDIMENT 1A71RTRa BARRIERS DURING CONSTRUCTION. FS fINI5HE0 SURFACE WWTP WASTE WATER TREATMENT PLANT 17. FIRE HYDRANTS SHALL BE MJELLER SUPER CENTURION OR EQUAL TYPE 304 STAINLESS STEEL BOLTS. CA W iPER CENTURION OR EDUAL PROVIDED WITH TWO 214' NOZZLES. ~
FT. FWT OA FEET TELEPHONE CDNDUI7 T___ _T 2'[ 1. ANY ACCIDENTAL RELEISE OF SEBiIENT FAgI TIE SITE SM4L BE 0.EANE0 LIP BY THE CONTRACTOR. FV F[RE PAOTECT[ON MATER I8. ALL VALVES ANO OTHER APPURTENANCES ON All FIRE PROiECTI X LIGHTING CONDUIT L $I2E NA ~ L_2 ~ S. Rllgt iD 1NE COMPLETION OF 1TE PROJECT, CDIITRACTOR SMALL 0.EAM OUT ALL STORM DRAINAGE STRUCTURES AND fACTgiY MUTUAL APPROVED. ALL VALVES SHALL BE SiAMA1AR0, '.S ON ALL FIRE PROTECTION LINES SHALL BE UNDERWRITERS LABORATORY/ co O
COMMUNICATIONS/DATA CORW)U[i NA - UC 2-1'C RESTORE ALL DITCHES AND PONDS TD DESIGNED GRADES. VES SHALL BE STANDARD, BELOW GROUND, GATE VALVES WITH BOX & COVER. Z Z
6. CONTRACTOR SHALL PROVIDE A TEMPORARY GRAVEL DRIVE FOR ALL CONSTAUCTIDN ACCESS ONTO EXISTING PAVED RDlOS. 19. THE CONTRACTOR SHALL INSTALL ALL WATER YALYE BO%ES SUCH %FMR TAANSfWMEA PULL 80% NA ¦ INCHES ABOVE TXE FLANGED JOINTS OF THE VALVE COVER, [T 7. Ca4TAACiOA SHALL REMOVE ALL SEDIMENT CONTRA BARRIERS AT THE COMPLETION OF CONSTRUCTION. BE APPAO%[MATELY ON LINE WITH THE HUB OA UPPER PAAf OF WATER VALVE BOXES SUCH THAT THE BASE OF THE BOX RESTS TWO OR MORE O ff THE VALVE COVER. IT IS REQUIRED THAT THE OPERATING NUT OF THE VALVE J HUB OR UPPER PART OF THE VALVE BOX BASE. Q
G GAS TRANSFORMER PAD NA ~ GAL GALLONS 8. EARTH CONTAIWENT BEAM TO BE LOCATED ALONG PERIRETEA OF ALL AREAS OF FUEL STORAGE ANA HAMmLING. 20. ALL FIRE WATER YALYE BOXES SHALL BE DRILLED AND TAPPED GALV. GALVANIZED EMERGENCY GENERATOR NA ® COVER LIP, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FO BE DRILLED AND TAPPED TO RECEIVE A 1/I' X *20 BOLT 2' BELOW THE VALVE 5; w
GH WARDHWSE CONTRACTOR TO ESTABLISH A VALVE NIMBERING SYSTEM ANO SH GPD GALLONS PER DAY TR YEAR LIGHT $iANDARO NA ~ EACH YALYE BO% WRH 0.U4' % X20 Ba T. HALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE PROTECTION W Z UMBERING SYSTEM AND SHALL ATTACH A BRASS NUMBER TAG TO THE INSIDE OF jr W OL T. E VALVE WRENCHES TO THE WAL-MART CONSTRUCTION MANAGER. m
GPM GALL~lS PER MINUTE SIGN NA t p1, THE COHiAACTOR SHALL SIPPLY 2 GATE YALYE WRENCHES TO THI
H SWITCHCEAR PAO NA PAVEMENT AND JOINTING NOTES: 22. *10 50.10 COPPER TRACER WIRE SMALL BE INSTALLED ON ALL L BE INSTALLED ON ALL UNDERGOUND FIRE WATER LINES. Q Cid
ELECTRIC MANHOLE NA ~ I. SAY CUTTTNG SHALL BE GONE WITHIN 8 HOURS W POUR OA AS SOON A$ CONCRETE CAN SUPPORT VEIGHT, ANO PROVIDE HC HANDICAPPED A NEAT NT WHICH I$ TRUE IN ALiCWENT. w w J
HD. HEAD Ha HYDRAULIC GRADE LINE 2. LONG[i11DINAL CONSTRUCTION JOINTS I'LT') SHALL BE REW IAED AT THE END DF d OAT'S WORK, UNLESS [T ENDS AT HCRIZ HORIZONTAL A DOWELED EXPANSION JOINT I'N'N, EDGE EXPANSION JOINT f'E'1, LONGITUDINAL CONSTRUCTION JOINT WITH TIE - O fA Co
NP NIGH POINT SECTION MARK S BARS ('L'1, OR THICKENED CONSTRUCTION ('T'l JOINT $HONN ON THE PLANS,
C 7.01 3. ALL JOINTS AAE TO CONTIWIE THRaUGH THE CIHB. CA
1, RADIAL JOINTS SHALL 8E NO SHORTER THAN L5'. I.D. INSIDE DIAMETER ENLARGED PLAN/ 5 5. JOINT SPACING SHALL NOT E%CEEO IS' IN EITHER DIRECTION VITH NO DIMENSION LESS THAN i5% OF TxE
IN. INCHES DETAIL REFERENCE CT. DI _ . _ _ _ ' PERPENDICULAR DIMENSION. EXCEPTIalS ARE DOLLY PAO STRIPS WITH NA%IMUM SPACING OF 10' AHD 80' CONCRETE iVY INVERT OR FLOYLINE I I DOCK APRONS WITH I6' JOINT SPACING.
I I 6, CaTTRAtiOR SHALL USE A THICKENED EDGE E%P0.NSIOx ('E' I JOINT AAOIND THE PERIMETER OF ANY BLOCKOUi IN THE SITE ELECTRICAL AND CC
J I I CONCRETE PAYING. 7. ALL CONSiRUCT10N JOINTS SHALL BE SARM, QEANED OF DEBRIS, BLOWN DRY AND IM~EDIAiELY SEALED KITH ODW I. THE CONTRACTOR SHALL VER(fY LOCATIONS OF EXISTING UTIL[ L AND CONDUITS NOTES:
JT. JOINT 3 CORNING 890 SL SEALANT FOR ALl HOA[20NTAL JOINTS ANO DOW CORNING 888 SEALANT FOA ALL VERTICAL JOINTS. iD AVOID ANY OTHER $IiE UTILITIES. ELEVATION KEY CT 01 8. WD SHAPED PANELS SHALL BE REINFORCED WITH +7 BARS Ai 24' EACH WAY. AN WO SHAPED PANEL IS CONSIOEAED 'IONS OF EXISTING UTILITIES BEFORE EXCAVATION AND COORDINATE HIS WORK
L 2. ALL EHDERGROUND CONDUITS SHALL BE INSTALLED WITH PULL W i0 BE ONE IN MHiCH THE SLAB TAPERS TO d SHARP ANGLE, WHEN THE LENGTH TO WIDTH RATIO E%CEEDS 3 TO I, OR 1EIbILE STRENGTH OF 2000 PWNDS. ALL CONDUITS SHALL HA KAIEN A SLAB IS ME(THER SQUARE NOR AECTANGULAA. INSTALLED WITH PULL WIRES BY SITE CONTRACTOR. PULL WIRES SHALL HAVE A ALL CONDUITS SHALL HAVE A MINIMUM OF 24' OF COVER. y m
9. CONTRACTOR SHALL SUBMIT JOINTING PLAN FOR CONCRETE ALTERNATE FOR REYIEN. 3. PROVIDE PYC-COATED RIGID STEEL ELBOWS IN UNDEAGROIART NO l LENGTH aF LENGTH. c BOWS IN UNDERGROUND NON-METALLIC CONDUIT RUNS FOR ALL BENDS REGARDLESS °o it
ID OR LBS POUNDS 10. CONTRACTOR TO PROTECT BUILDING WALL DIH LNG PAVEMENT POUR BY A METHW ACCEPTABLE TO WAl-MART L.F. LINEAR FEET CONSTAUCTIaT MANAGER. a W 9 0 r V p
LP LOW POINT 11. JOINTS RUNNING PARALLEL WITH AND CLOSEST TO THE EOCE OF PAVEMENT SxALL BE DOWELED OA TIED. ~O O Cc, ,.m 0 L ID F
M f -p N - ID f L ' y o ~ ~ 3 g
~ ° MAX. Md%IMUN `Gem ~ matazS ,
a MB METAL BunolNC GRADING NOTES ~ E MBC METAL BUILDING CONTRACTOR ~ MC MECHANICAL CONTRACTOR I. THE PROPOSED GRADES INDICATED DN THE GRADING PLAN AAE FINISHED GRADES.
MWC MANUFACTURERS Mi MANHOLE 2. CONTRACTOR SHALL RELOCATE BENCHMARKS AS NECESSARY. ANY NEW BENCHMARK LOCATIONS SHALL BE ESTABLISHED c V.l~
F ~ MIN. MINIMUM Y]TH [N A TOLERANCE W 0.010 VERTICAL FEET FROM ORIGINAL BENCHMARK. 9E N w MJ MECHANICAL JOINT
y $ 3. iOPWRAPHIC INFORMATION NAS PREPARED BY: TITAN ATLANTIC GRWP, DATED 04/22/04. IF CONTRACTOR DOES NOT 1 W o '\I ACCEPT THE EXISTING iOPOGRAPHT, A5 SHOWN ON THE PLANS W[THg1T E%CEPTiON, HE SHALL HAVE MADE, Ai HIS V ss
9 ' EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SUIYEYDR ANO SUBMIT ]i TO THE OWNER FOA REVIEW. a 4. EXCEPT AS SPECIFIED IN SPEC IFICAT[ONS OA A T
+ N NORTH (f OR COOROINATE51 5 DIREC ED BY THE CEOTECHNICAL Y ~ c ENGINEER, THE CONTRACTOR SHALL STRIP THE UPPER 6' OF 4EGETATEO TOPSOIL PRIOR TO CONRENC[NG THE CUT AIQ NA NOT APPLICABLE FILL OPERATIONS. SUITABLE MATERIAL SHALL BE RETAINED FOA USE IN SUPPLYING A 4'-6' TOPSOIL LAYER OVER
~ p° ~ NS No~io scALE DRAWING/DETAIL REFERENCE KEY WITH~THEYRESPECTIYE SPECI~ICAilON5EA5 SHALL BE SEEDED, MULCHED, FERTILIZED ANO WATERED IN ACCORDANCE
8~ sm a o'.n O REFER TO 5. A SWELL TOR SHRINK) FACTOR OF I-3X t5 ANTICIPATED BY THE WOTECHNICdL ENGINEER. € +
~ c DRAWING/DETAIL NIMBEA 6. FOR LIMITS W GI(ADING WORK AT FACE W BU]LDING REFER TD 14/CT.01, ~ ~ 2 OC ON CENTER R E : 2/ C ~ ~ 7, CONTRACTq( SHALL CONFINE X[S YORK TO WITHIN THE 'LIMITS W CONSTRUCTION' SHOWN ON THE EROSION A
g g 3 OCEW ON CENTER EACH WAY C7.01 SEDIAENiATI@T CONTRA PLAN. °o ~ 0 00 OUTSIDE DIAMETER SHEET
o ~ SHEET NUMBER 8. THERE DAE E%ISTINC 'WETLANDS' AREAS ON SITE A$ SHOWN ON THE OVERALL TOPOGRAPHIC MAP. THE CONTRACTOR Ji u° A DASH IN THE DETAIL SHALL PRESERVE THE 'WETLANDS' AREAS IN TNEIA NATURAL CONOITiDN AT ALL TINES. c
'z TITLE BUBBLE INDICATES W a A TYPICAL DETAIL a~ C0.01
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,A • i, - ~•L `TBw `CAP 11 1' i i ~ ~`dJ Cd1E1 ' ~ _ i _ 110751.N 0 O (0 Z
ff L i I I cpX9:a 3 w
. 1 ~ ~ ' UX
I - I r I ' I ° , \J _ MEN13.N X, 111 i y , , LL
r ~ ; ; ~ 5It ' I 1 ' ' ' @=° ~ 1110.11 . ~ I . I ! i I ~ ' ; ; ~ [ 111141E I 1
` e 1•I ° I ` 1 , , X11%1 ' ~ ` r E mw.n
• 1 ~ ' ' 1~1114a \ t I ' , 9\ Y 1 , 1 , IC° I K I~ 1N69.19
r--•--------- , t Sul I 1 ~ , I ~ ~ , t un9.o ~ rll J n3lLU '17.~a ` !`I;.i l 11 • ' ' , 1 I 1 M1w~:1 a Q
1 c nl3.zr h ' ~ ~ ,h , ' I '~Y` 1 ~ > ~ IEI NU~I ~ ,,'1,1 I ~ I ~ ;14,, ~ ACnrs.1
f - ~I 1 , I I I~ ' X21169.17 J , ' - - ~ j wM1N.31• ~I I~°'{:r~,1~ 1 ~1 n~- ~ i~ I ' [1UM.N J U J -
E l111.N Ill 1,. ' , I 7 EEOXEX LINE TABLE _ 1' ~ f ~I r I X1tx9.n Q =
LINE LEN9lN BEAAIlq _ 4~tiy 1 ~ V;J/1/!(/~J 0 e • er o, q GT~yo' _0_4'-~' ' LI 19.11' X13°IIP ri'r ~ ~ 1 I r ~..r•{,~,yca ~ Ir i 1 ,p, { tON(A W Q
Lz 19. N' s6s•ic'N'r ~ A^` ~ -a+- ~ _ \f'~~' r117`sA'_ Aii~n:u La 71.10' z eCN'n'r 1 ° i _ N' [ O
u 16.9s' z uwr u•E ' ~ ~ tpRp L6 13.17' N/5°'19'60•[ l~ - III' ; a. \ ~ 1!711, 3f O
~ f' ~ E 1119L71 LB 16. N' X /1151'S/'r , ~ - GU6~1111 ~ ' 199. RR~R51U 1 y i I ~,~.,y9~[ L7 106.63' S 31551' t _ _ _ _ ~ J~R~~ ' I ~ . \~,~~"F Irl H
pi ~ R LX 100.0P S N°51'S5'E r ,Q J ~ ,III , F 19~6NR7a t [IIA[X T°^ ~ ~ Le 100.09' S 35°I7'77'E I r f l~ _ - _ i I I S IN11, lT
7 i~ I: ! ~ 1 :J~~ ' I - r I ~ 1 ~ t,llNl.u> E m9s.9s ~ u9 199.9x• s 33•seri•E 9lrlli~ , 1 ~ - 9N1qq'' ~ ' ~.,.y___ ~~'%d 1 y- vs1r, ~ E10117.Tli ~ - , P ~fl ~ ~ Ln 100.01' 530°19'21'E t i 10,, _ 1
~ ~ Llz 19x.93• sri°NS7•E ~ t _ ae, - , s _ -•a. - °qT. J IA iWExE .r . c~ $ ~ ua ro9.93• s a°N's7•E - ~~`i nnn~ ~ ~ ~ - - ~ a~ . .
i u1 109.10' 521°13'10'E I ~ i ~ ~ Y~ ervMa.ma q~~~y l'' ~ 5 Lis 100.03' S Ii°1!'11'E / M4's -.:u:~ ~~.'r. 3'~ - ~'~ti mow. T~;. +i
1' LI9 100.05' S 1141 2 E ~ / m _ s~ar15:~X~ x -rlw-_ ~ ~ y - .a ,~b Lt1 100.97' SN°II'li'E k_.\ f:~ ^1'rt'~ ,S~
R R R C( Lu 99.99' 505°31'i/'E "~K i_CbiscrrsX~ ,n 0 ~ ~ S'~~`Y~^T~i 1 S ~ L19 100.01' z 03°O7'0/'E E [dXER 7.4i 1
L49 IDO. AS' 501°t5'S5'E X19135.N la-~~ _.,°e -`1i~ ` 1 ~ § ~ F 1490.91 m-... 121 100.06' S 01°57'03'E "~,~MO,j^ ^ 4° ~ , a'a.~~'~'rl
l1a 121.63' 501°0/'11'E -'~',1 ~ a /r ~ \ I i ~ ~ ~ r y gN
~ LP3 112.97 S 06'16' 0/'E r r ' r ~'t3, i ~ 7 , ^ r ' ~ ~ i$ LPI 100.06' z02'OP 11'F ~ r ~ ` . J _ I ~L1SS3` ' F'919L11 -a
~ _ _ y L06 59.67' S /5°t/'15'r ,30'7 r W9 0
• 'E 1939:7i' x59.^~ Ay"r / ..J.~ 4CPdEA 1. 4.. 'f. i.. x 1911491 1 E 99n.x ^ 'JJ __a
Y9 NS ~ ~
i oaacs=
n' J 3~3~•. 1, a g 35° 00'00"
a a b 8s ~ ~~~~awe I PLAN TRUE NORTH
..~....ncc ~ $ s5r• v ~ a 0 , NORTH L 75 O ,
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~ ~ i; y ° SHEET
~n~u 1 OVERALL -TOPOGRAPHIC MAP 4 Y h4 U 0 200 400 600 800 01.01
CI.01 SCALE: I" 200' GRAPHIC SCALE IN FEET 3
b a s~ ao
~~oz Copyright © 2004 by Carter 6 Burgess,[ne.

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EXISTING CONDITIONS & DEMOLITION PLAN
SCALE: 1' = 200'
SITE DEMOLITION NOT S•
1. EXISTING CHAIN LINK FENCE TO BE REMOVED. SEE SHEET C2.12
FOR NEW FENCE LOCATION.
2. EXISTING LIGHT POLE AND BASE TO BE REMOVED. CONSTRUCT
NEW RASE, RE: I/C8.32, AND INSTALL EXISTING LIGHT. SEE
SHEET C8.12 FOR NEW LOCATIONS.
• 35° 00'00"
TRUE NORTH
0 100 200 300 400
GRAPHIC SCALE IN FEET
CoDyr;ght © 2004 by Carter & Burgess, Inc.
0
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EXISTING PAVEMENT Aln -
-BF gEnIBVETt - _ _ - - _ _ _ _ a
E%ISTING FIAE HYDRANT N x ••dNh~ ••lPi~st
EXISTING BOLLARDS TO BE 10 BE RELOCATED AEMOVED AND REPLACED.
E%ISTING FENCE EXISTING BOLLARDS TO 8E REMOVED
TO 8E REMOVED
i i ~ _ ~a ; i ~ b Ax` ' - ~ I~ ~ E%ISTING GRAVEL ~ 1 {
I ~ ~ ~ ROAD TO BE REMOVED ~ 1! I I
1 - ' f I
I I ~ EXISTING 12' FIRE WATER`LII~ TO ~E%ISAT ING fi'TFOIRE ~ ~1 I I I L BE R CO INAT~k WITH Wt)TE lII£ 1
I ~ I E NECTION TO BE REMOVED ~ / I ~H ~ ~ I I z ~ j NEW ' I ° ,

_ EXISTING GRAVEL I L~.a...~.,_ ~ ROAD TO BE REMOVED Al
- • . 'ti I-, I Z ' ~ 1
_ - , ` I i
I~..,~-a,:.. _ _._.~~-~L ~ ~ r~~~~ ~ T I I r ~
,t-' 211;1 1 I i- r . - ~ I I _ ;t I ~ EXISTING PAVEMENT TO 8E REM04ED TD ENABLE ~ I I I ~ ~ ~_s~__ . ~ ,~qUO CONSTRUCTION DF NEW BUILDING FOUNDATION. 1 g
i ",~d ~ EXIST G 2'-45° KENO TO B~ R`~1 ~ ~ I
".,,...r ' }'~~t ROTAT nSLIGN WITH NEW IRE e = lll~~~~33 p I MATE S~ $EE SHEET CB.1 ~ A 1 ~ I a:' ~ l _ o
1 i ~JV - _ ~ ~ I I / ;'i Y V1 E%ISTING GRAVEL i I
~ i _ v j ~ } ROAD TO BE REMOVED ~ j~ ~J - o
~ ~ ,'1F ~ ~ I I u~ ~ ~ i ~ I I ~ ~ ~ ~,f ~ ~ 1
I ? /ice ~J ~ / N\ ~ G'., grm~ r <m:og~g
1 R MAT LINE TO I „./.f ~ V1 1 BEIRENDYED~ COORDINATERYITH I ~ 1 I~ E ! ~ { 1 ( SHEET CB.I2 Fqi CONNECTION TO I ~ I , u°1~-u Ica i~'Ew
Iii ,V ~ f p { 1 NEW FIRE WATER P[PE ~ I f"' - • { { X TINC PAYEIENT TO BE i NC PAV ~ BE ~ I ~S'd'i ~i°2o co
I ~ _ _ / i REINDVED FOR REMOVAL DF REMOVED F!OR ~pDj!p ! 1 I I. ! { EXISTING 12' FIRE MATER FOIRUATI~~ C ST}16ET[ON i
I ,i i PIPE REMOVAL AND NEW `IGH [N DUI ! ~ I I ~ ~ ~ ; „ { HSTULATaox ~ i ~ I Z O
I ~ ~ ; ~ - S ~ E%ISTING PAVEMENT i0 BE ri I ~ ~ y ~ REMOVED FOR PROPOSED ~ ~ ~ ~ I cn U
I I A ~ 1 ` FOUN7ATIp1 CONSTRUCTION. I ! 7 i I zz Q
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EXIST]NG PAVEMENT TO RE EXISTING PAYFIEIIT i0 BE EXISTING llCH11MG COI~UIT REMOVED FOA INSTALLATION AEIOYEO Fql 116TALLATI01 IO BE AIUOUED OF NEM 12' FIRE WATER PIPE ~ ~ P0.L
LIGHTING CONDUIT
1 ENLARGED DEMOLITION PLJ~N z
CI. i l SCALE 1' 20' Q J
z Iz O
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W
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W w e 0
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35° 00,00" ` tea =
TRUE NORTH 6Z PLAN
NORTH V u* 'cc
SHEET
0 20 40 60 80 10 C1.12
GRAPHIC SCALE IN FEET
Copyright © 2004 by Carter & Burgess, Inc.

e _
_ - _ _ I DR78:A :O r~d ~b 1s~~ f~Sr
q C ~ 21544, N ~ ~ N 147 , 43 E 9164.41
91 .41 q GORIER N ~
CORNER E ~/N 21454.18 q CORNER -
E 9091.4 N 21124.27
q OOANER J^ E %10.28 / ~ o ' CORNEA E 9112.413 ti' N 21413.42 H 21364840 RNER
q LINER ~ E 9528.58 t E 10713.57 q ca1rEA , 364.40 713.57
E 9106?361 N 21329. T7 a ~ ~ E %69.65 ~ CORNEA Q CORNER
` ~t N 21274.89 N 2205 ~ E 10771.52 ~N 0771.74 107.8952 E 1
~ E 9460.20 i ~ \ , It CORNER
~ 6008.3 , ~ ~ N 2~1 IN92~90 • ~6 36~9F N 21~16886T oh o E 10828.89 s N 21192.90 _ E 10828.89
't y E 9955.10 b qbi '1h ~"'ti,o` q COA CORNER
'a'' G ARDNOUSE "211 ~ ~ ~ \ E 108 N N 21111.20 E 10886.72
q LORIEA ' - p ~ 526,69, N 21011.97
• •1--It.l PUh1P t1"I CJ I~~Ji T E 10459. /i N 202881 T °C E 10942.53
' - _ _ _ _ - '1f--S ALE ~ 1, - - - • -~RLI ` _
i It CORNER \1 N 20941.94
~ ? t . E 10993.26 W
2881851 ~ \ _ _ _ _ _ _ - - 8 E 6491.35 ~ \ , f i~ \ \ 't t, R CORNER ~w N 20851.40 -
E 11035.78 JJJJJJ ~
P : ~8%.2T i; t CORNER
' ~ ~ -.&CDinER _ 1 TRAILER PARKING { N 20758.08 6 E 11072.01 E;f ~^om~m~ia
E 8540.17 ^ - - X' ~ I. =~F "mou
. , - + is } q CORNER N 20662.62
t " E 11101.68 n
z ff Q CORNER O
~ ~ _ ~ - ' i r Gigs` 1 I E t ( I I I ! I I ! I d: s _ lal I ~ ti ~ _ _ _ _ _ - - = x< t N 20565.84 t' f E 11127.25 CD C)
9Y M~ A ~ z z
' TRAILER PARKING I a t CORNER IL z f, + N 20467.68 X
t ~ i i i i i i i i i i If ~ ~ ~ ~ - I, - - - ~I I I ~i 1 i ~i~-I I- Z tT O E 11146.56 t w
' ; D Y GOQD~ i i i i - ~ _ . f O f, t1 t_ CORNER
a ' Y ~ I ( _ ~ f f I N e. _ N 20368.63 E 11160.78 z
n I r,• ~ I I i I I I E 1 I I I I I Q ' ¢ ~ ~ (CORNER f ~ TRAC I .;:•t - - - - - - - - - - - n_ I ~c7 ~ E N 20334.62 ' ~ ~ ~ , w
a~ E 7913 2'i ~ ~ TMG PAR~C(;',~a ~FllEL! ISLAND i~ I I i I I I d~ I I I 1 i i_i_i i_i_i_i i_ ~ p i fr tt t CORNER 0
_'i-"T-T-I.--TT T TT ~ T ~-1 uJ € . I gpq , , FUELi STiORiAGE l i i i i I I ~ w N 20269.10 J = . t E 11170.40 LL..
4 _.tKCCCURU• ~ - - - - -1 i I I~ T I I Q , 'r• 1 I T I f ' F- ~ Q II f
F 4• '766 3 I I 1 I I I I i I I I I I F = c e CORNER f { N 20169.21 t E E 11175.84
~ ~ ~ ~~~s ~ ~ -•i~ •i i •i. .i I .i. _i. .i ~ •i• •1 i ~ ~ ~ i i
f READY LINE R A E i i i i i i i i i i i i i~- It CORNER D Q
- i; E DY LIN - ~ q CORNEA ~ I • I h I I I I I I I I 1 ' ~ ' N 20069.27 Q E 11180.09 J CL i Q
$ $ ' N 20127 3S \ E 8215, 02 ~ , 1 1 ( I ¦ I I I_ I_ I ! 1 I I ~ ~ - _ v. _ - - - - - - - -
p ~ ~ o~ '~~=------iai('. .v ~ I i i i •i i i ~ i ~ •i i ARE, 00 .t E J ( CORNER O N 19969.27 1 _
49 ,y_ ga w~ m• ~ I _ I I I I I 1 I 1 1- !.a m - ;tt- 3 t - " E 11183.49 C!)
' i i i i i i i i i I i i ~R~.~~~0 or 7y J W _ _ _ _ _ t It CORNER c
~ •r• ~ , 7 'r a i i i i i i i i ' - Z I ~ I I { I I I I I I I _ _ s - ` a+ N 19846.72 uJ
~ I --j-•-i---j-•-~-i-•-~-~-i- - - ~ i--~T---T'-~T T'-'t'"~ « ...~LDRxED'--- ~ - ~ _ - ' ~ Y 1 I , _ > Fr t E 11187.92 19808.'12 - - - ° 0 ~
a I I 3 i I I I I I o e« e o S` II"~ .-:?1419888.82:--- ~ ~ CC I { I I I 1 I 1 ._J_.L. _ _ - - ~ - P 1 - - - - - - - - - i . . i . , u f, ,E-t988S.53 x0881.53 306.74' f _ ~4 10'M
~ Q i i I i I d~~FR~GERA;Tlpl3 t i i I 1 _ ~ II; r-"' ~ri ~ j q CORNER I N 19724.36
~ ~ T ~ ~~~Illl ~ i i j E 11192.34
~ ~ I I I I I 1 1 I I i i I 1 1 I I 1 1 1 e ~ P ~ + 2%, 71 4
a ~ I I ~NE~iGI~ CE~I~TEf§ I I ~tCC~~~6 ` ~<< ~ e Q i i I I I I I 1 i i i i i i i i i , ~ ~ ~ IJ ~ ~ fl III ~ I, N 82°42' 32-E j I It CORNER
3 1 h I I I I I i t 1 I I I I, •I~~~I• .I. ,i. i•I , If gC010E ~1~``"~\\\\d a lu N I%8fi N 19686.70 E 10898.02 Q CORNER
fi~ ii I 1~^. o u ~i'ii~ I I E 108% Z I ~ ul 1 N 19624.37 E 11195.95
~ , ' - ,~tE ~ _.r._~;It ';A~u,SOCIATE ySOCIATE
3 ~ ~ ~ I ' I r ,I ' ..PARKING kRKING y~ o z
z I ~ . I, = : I ~ ' , - m W S ~ u~nn
: TRAILER PARKING ~ ' ' • - I ' ' ~ 1.. 4- 4.. I 9 ~ 1, E I ~ ~ t5, u o C yz
, .1 ~ 5 55 i -5. mLL€o v
r I~ I ~ ~ _..._s ~ I ~ G" u is, ¦ moma~LL
I~( .I =a°a:g 35° 00'00" i' q dot=~~
x ~ c PLAN TRUE NORTH
"''cr NORTH 0
c N 19235.84 I , I ! V uu
a ~ n E 8580.00 ~e ~ ~ ` JJ)lu./J)•rstl AJ fa A63.~ ~ - 1 - ~ Ir---' ~ C
s ~ . , , , _ _ 5
. n~ , , r ~
YA $ ~'T' ' ~ R ~ ~ ~ PARKING COUNT § a DOUNT
• EXISTING NEW TOTAL NEW TOTAL 236 547 c
! aN gLgiNER ASSOCIATE 311 236 547 N 19016.84 NAxDICAPPED 12 - 12 933.33' - 12 56 138 SHEET
~ . N 90°00' 04'W E 9935.88 OOLK DOORS 82 56 138 3 N 3 q La+NE 9- $ ~ i Q N i8~R94 N 16974.94 TRAILER 169 252 421 252 421
i ~ ~ ; E 8959.76 E 9693. D9 REAOY LINE TO -6 64 a H_ n_3~ -6 64 0 100 200 300 400 C2.01 50 107
~ OVERALL -LAYOUT & DIMENSION PLAN TRACTOR 57 SD 107 n~ GRAPHIC SCALE IN FEET
C2.Dt SCALE I' 100' ~!eo °=i
$~i~a' Copyright © 2004 by Carter & Burgess,lnc.

S 54°32'44'E
8.61' _ - - _ ~ _ N215~44. - 1 No d~
_ _ _ _ - - - _ _ _ _ _ _ E 9184.41 _ N 21539.45
E 9191.42 I 6a t?~S
CORNER /
N 21412.43 E 9112.41 1
e CORNER N 44°51'S4'N N 21454. 16.88' 1
E 9094 e CORIffR N 21460.18 J i 1
E 9124.32 3iu ~1, N 45°18'fi0'E f2,
25.21' F
R COR1~A $ 44°4 "1 T'E E 9106?361
16.95' h I 2 ~
1 ~ nr I
l~ a CD ! N 21 E t CORNER 1 N 21348.05 E 60.20 i 1
i I iL 3
1 I N
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R A e ^ . N 209T9.fiJ _
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I ~ ~ $ N q?,g` i t8 d ~ r 49.16 % i i
i a B ~ ~ , -
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aa e~ E ~ t N 20619.42 3 ~ ~ q5' titi , ~ E 9360.25 5 5 'n 1 A
8 3 s s 03~ ~`1 PI BOC y ~ ~ ~ ~?`0 ~ ~ N 20611.42 A I 2
$ a E 9388.25 .
i 3.11 & ~ S ~ 22 0 ROC S 3.17' I1 11• TO BOC O TYP. 1
i ~ ' i 35° 00'00"
y' Y ~ P ~ { ~ Ei N ! PLAN TRUE NORTH W I20STR PE N 2 I NORTH H 436.4
y y _ ~ E ~ ?sa ~ ~e J ~ " E 9463.25 W o u+ 6
~ ~ t~ ~ / ~ m m 12'R 1 ~Z 11 3
~ ~ ~ u r c We3~ u
w io i W c E
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v 10 4~ i v U tg
8 N 203486 $ ~ i E 1913. Y ~ ~ i a
8' 50' i ~ r ~ i 2 i , ROC TO 50' 251 I u N
8 yy ~ fENCE C 3 ._._._._._._._._._._._._._._._._._.~._._._.=i_._._._._._._._.~._._._._._.~._~_._._~_._._._._.~._._._.~._._ _.B" ._._.:0 50 too 150 200 C.
MATCH LINE RE C2.13 GRAPHIC SCALE IN FEET
~ ~ R ~ ~ LL n 1
~ ~ ~ `V ° o~
da Y y ~d ~_._..s. _._.1 SHEET
m ~ ~ •,E 4 KEY PLAN C2.1J
~~Sx° - UT & DIMENSION PLAN ~ ~_n~ ~ 1 AREA i LAYO i
; C2.11 SCALE I'=50' 3
n s°aip0
-a ~~o`rc Copyright © 2004 by Carter & Burgess, Inc.

1
1
i ~ A CURVE DATI CURVE DATA r,• o' . da . ,~~~S,c
I
LINE TABLE T e=9D°oo'oo' T e=B3°09' 01 A-150.00' O2 R=150.01 '00' 00' O A=83°09' 26' A=83°09' 26' i. 00' T02 R=15000' T03 R=15000'
~ LINE LENOTN BEARING L=235.62' L=21 T. i1 I N 142~.4,2T L7 06.83' S 32' T=150.00' T=133. D! 1.62' L=217..71 L=217..71' 7.00' T=133.08' T=133.08'
I 958'28 RADIUS POINT RADIUS F 59°20'02'0 LB 030.OT 34.58'55.0 N 20794.0000 N 20807. 5 POINT RADIUS POINT RADIUS POINT '94.0000 N 20807.0152 N 20817.1213
I 21.28' LB S 35'17'37°E E %81.41 TO f %91.3 I ~ CORNER Li0 100.05' S 33.51'25'0 PC PC 11.4170 E 9697.9170 E 9714.4170
N 21413.42 E 9528.58 J n RN1.04' S 30.28'24.0 x 20944.0000 N 20955. PC PC X44.0000 N 20955.9467 N 20966.0529 11.4170 E 9715.7887 E 9732.2887
I 1 u2 100.03' S 25.OB'STE E %81,4110 E 9715.1 PT PT
r ~ L13 100.03' S 25'OB'S7^E I! CORNEA Pi PT N 21364.40 N 20794.0000 N 20807, S ~~~0 rl L14 100.81' S 2P U'q"E E 10713.57 E 9831.4170 E 9B4LS '94.0000 N 20807.0153 N 20817.1214 11.4170 E 9847.9170 E 9864.4170
s~~a, n u5 100.03' S fl' 22ur'E
I ~-f N 2~329AT7 18 1011.05' S 14'4724"E ~ E %69.65 L1 10007' S 00•MP17'E Oe=83°09'26' ~e=fi8°IB' r 704 A=150.00' TOS R=50.00' 09'26' O A=68.18:36-
I L18 99.97 S OS•3rN"E f~ L=21 T. 71' L-59.61' T=133.08' T=37.92' 00 ' TOS R=50.00'.TI' L=59.6I' .08' T=33.92'
I \ i \ RADIUS PO[NT RADIUS F S POINT RADIUS POINT
(~1 f CORNER N 20627,2273 N 20911. i ~ N 21271.89 E 9730,9170 E 9933.1 E 10711.52 27.2273 N 20911.2500 0.9170 E 9933.2565 W a ~
r I J / ~ j~ NC20976.1589 NC20892. PC _ 46.1589 N 20892.7709
? I ~ 6' , 7g 3 , ~ E 9748.7889 E 9886, 7 ~ I~ ~~J8.9 ~ ~B PT PT 8.7889 E 9886.7965 N_
IN ~'`;f L E 9880?91704 E 993311 PT 27.2274 N 20861.2500 0.9170 E 9933.2565
iU e CORNEA 92 f CORNER iW N 21168.67 ~ ~ N 21192,90
¢ E 9955.10 c°j ~ D E 10828.89 - o
I Z
IJ ~ ~9
!U ~ ~ IF- Q [CORNER om> a>o>r ate;-3iliW-
I~ 9 E 10866.12
L-^---' _ ?6.60, - - ~ S X300? 07• ~
~ o 0 E ~ COPoER ~ ~ ~ ~ \ N 21AI4.9T Z
E 10159.17 ~ 1... "-"°"'PI S>'RI PE"`_._,_ eEORNER O CORNER U
_ \ N 21028,17 - - _ N 20958.00 E 10942.53 f-%70.23 21028.17 Z Z 10942.53 Q
I____ ENCE CORNER ~d
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CAP N 21 102.21 : o Cd E %22. 15
i i ELEVATION 488.78 t~ a ~c N ^ v:
~ h i 2. TBM -CAP 9, 5A' IRON ROD WITH CAP .01 d t; S • N 20977.38 ya
LINE TABLE ~ i E 10436.94 ,y 4>• ' ELEVATION 490.84
,t C R LINE LENGTH REARING i5~ I . 3. TBM - CAP 11, 518• IRON ROD WITH CAP N 20222.19
~8 E 51042AT L7 106.63' S 32'S4'S9'E 7 I ~ 5 59°20' 02'E Le 1W.07' S 3a'S8'S5'E E 11.1 5.25 ELEVATION 477.97
' ~ f,1.26' Le 100.09' S 35'1?3TE ~i I , q COMER L10 100.05' 33'S4'25"E BM*I BENCHMARK INFORMATION FROM SURVEY AT NCGS MONUMENT 'VANCO'
c~ ~s N 21413.41 S y E 9528.58 L11 80.04' S 30'2B'21'E ti N 23021.07, E 11203.26 ELEVATION 513.07
L12 100.03' S 25'085T'E _
~ I u3 100.03' S 25.OB'STE q CORNER ~ / N 21364.40 I ~ 6~ L14 q0.q' S 2P73'q"E E 10713.57 Op,
~ ~ u5 100.03' S n•22'arE , L4 ~ CORNER ~
~ f N 21329.71 L18 100.05' S 14Y124'E a` ~ ~ t_4 E %69.65 _ L1J 100.07' 7
a _ - _ 508.10'17"E I u8 99.99' S05'3Fi4'E - t 1,
I / t / 7 ~ I' ~n { 1 \
/ _ _ _ I _ _ . _ _ d? g coRNER t''•~' / - N 21274.89 tis
_ , I - '-'-.'__r. E 10771.52 - 1 / X
R a ~ / J6''9. 4
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g q cRRNER - o
35 I / ~ N 21168 ' 7 Y N 21192.90 ~ E 9955.70 / - 'oy ~ E 10826.89
ti k ~ I ' i - ~ti' e° ~
! ~ l ~ ~ t 1 1y o-`'~ I i ?
74 ~ ~ R 4 _ - l I / \ r~ 1 t ~ ~ ! / ~ v R ~ n , . mW:W
~ l7 ! 7o I q CORNER N 21111.20 ' ' 9 E 10886.72 i~2o.e ~,e °lo oe
F ----------.."w___.__________. + ILITY+EASEXENT ,.5 9'~ 50' UTILITY EASEtENT '
~ ~ ~ ~ - X2'1004, T2 ~ • -~yj:E a~==~ i ~ 5.. ~i _ _ - - - W'----- - - - `E~9TL42 'i q CORNER / ~y ~ ; 3S o z
~ F: ZC_-~~ - -4--- 'x•2o938a6..~ -20964. -N^21003.41 X21014.91 1 ~ , . Q 2699'0,. I f9964.36_-_.~• ~ , ~ \ \ 'SJ$t23d8~" E 0459:4 'r \ \ N-209I4:2S BERM ---------T--•---- , -"E"'3?M.,- N-20436.85...' _
s. i_ w_ w_ JI' - - 7•- L_ N 20956:87 ~ -1~ r ! , ~ \ CORNER Ih=,~._~.-'_ "-8:209 2.6 °'-E`99]B'F$0: - _ - '-F.:9994r!5- 48 0 ~ _ / ~ ~c q -E-990L99:' - _ _ --~-?p957;2~_, =~"JQI33.10 ~ ~ ~,.~1. / \ N 21028.17 0 - - - _E-Id0~5J.3R: - :N.2FOA0:46 iN2099Q.41 \ ' E 10942.53 CNE 21OR028RIT Z z 10942.53
- - .E-tD14i•y-72- F~F021L~2 \ .Jf• - „ 1' t Q X_20%9 "ff - yr - _ _ - ~r---- _ °•E 9864.2 - - N 2A934_25e; \ ~ \ Q (L Z
- _ - - - - - - 20930.1 ~ -
~ ~ "--w- - - IF - ~ Il' ~ 114.25 -N 20934.25V~~' ~ I ~pV 20926.93 o F~ - ,2093~'.ES $D 'E 10756.fi4 n , ~ ~ ~ ~ H 2O95J,~1~ _ 475 ..M._---• f.L933QJ1_-'. ~~!18542.84 E 10730.60' 1 p 20918:86 ~ \ w O oC 1 W T w
h R 4----•.,. - 76..99 °-41870.92 ~ f t~ - - - - - " _ ~ E'1,0758.81 1.' q CORNER 8 - s 0.85% _ - _ - g t t 20941.94 ytrn Q o
~ n GRA ~ 1.1/% _ _ ~ - - ' N 20941.94 ~a ~y; I 1. ` ~ ~30Q 7 - - E 10993.26 , _ _ _ - - E 10993.26 CD Z
~ I , '8 t ,t \ 74.1 y' 0.94'f, 9r ~ w U=
$ §a ~ I ' ~ d ~ , t I~f , S 0 r + t l \ ' 4 3.9 C 47 , 8 6 .175J50 ~ C , 75. ,~1 1 i°,, ~y € i ( . - 4 4 A 4 3. 3` 00 A F P 7N.' 1. i 1 ~ ~ ~ 0 LL
t 6 ~ ~ I { / \ 'N 0916.25 4 44 T ' 5 ~ f ~ ti l2 TC. \
.e _ / d ~ r _ Rl i@.BB 5 4P3 94 ~ `~i. i I 1 I I~ ~ 1 4 1, , 7 sz L , ,r~ '1+ 29gil.e ' c h, f 4 I ~ q - E\J9 9211 f' 1 a rE 'ui i ,'tit E,10912.56 N 2 , 51.8 \ 12.56 N CORNER N 20851.40
. ~ ~ ~ ~ ~ - - _ - _~_~~~~~u. N Zoe '.B2! 474.so Tc 474 ~A.. ER PARKIN t N ~e 4;Tn T ~,w zoe2T.ze E I - i 47 B7 , 477.15 ' t=_-__--_~"~-'- ~ , f 991 ` 0 A74j51 474.00 FL ',V'>` 0.5 ~ o, :'E 10909.33 pX t h~ 472.65 i . 27.28 ` E 11035.78 '9.33 z 20.37 Q
- ~ ~-'~C ~ t IEXV~P { i,l,nr t'~ " i , N jOB20,31 , 4--`- - - _ _.---~tJtJe7G,;• ~ 1 0,50X O.SOY. i, ~ , 0.50% ,1. 10918.78 ~ E - w~ _ ,c' `S'•~. ~~.fit~77`~ '~T; E fP F HP v TC ~12i:T8 ` ' OX r 18.78 J
°t~4„ a, 49 rv ' 4T .T4 1 l , 47 ~ t - - - ~ - - ^,,,,,a•,\l 1,~8% t ~ /7 3 FF14121 1. 472.46 i r
- ~O _ 43,~26~ L~ 475 t 4 ~n ~Fi iil.%, 'ice 4'S ~ ~ I ~ `C,` I' '.n ''i V',~ , 1 w: E n ~°m` 410.43 FL - 4-5 \ 0 FL t \ Z
! ~ I.- -_X4TC1hEX15$INC.l"~',~+ I .,/D ,ly o 1 q5 V,` i°i ' N. 4., ti_ K. ^ ,~l \~,t,, I I. .,p V 1 C:. ~Y 4\L\ _ ~~EOQE OF..PAi~ONC .s" j I ~ , ~ \,.l` _ _ _ N CORNER 20T58.08 E 11072.01 Q
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I , ~ , _ i -,~,,rr1, :11" 469 TP `IK, .v. ~ , i 0 1
t_ f i 7.4 P f I `try? ~ti ~ , , ; J 1 . , , ~ ~ 476 48 ' , ' ~ I 11 . , ~ . , ~ ~ 1 R+ , I f , , ~ I , , ~ p--.. i i '480.6 TP _ ~I,OY. ~t?~, 1 , i e ~ CV
~ >r I - _ / rjli F, 1 ~ ~ 4. I I I 1I I ~ I .I I ~ I I - 1 i+,t I , _ FOIi GNAD[NC IN • I~ ~ i ~ `q ~ ~ ~ A _ I
n ~ R _ _ - _ - - - - - _ _ / u, , i l I 47698 TP COAP,lCiOA AREA I I I 11 I ( I ~ i I I ` ' TC 4,11 ti's \ t _ 7 ~ f=,-- i _ ~ - - 7 RE~'II/C8.31 + ` ' ;i E ' FL 417.67 f j , \ t CORNER Q N 20662.62 w E 11101.88
a' ~ ~ - _ % ~LBB% I 1 I 1 11 i 11 I i 1 ~I - - f -r- 't 1" , i~ i°, A _ _ Q
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- - i _ _ ( .021 0 `T 4R3 7 _ _ _ _ { ~ Y Y Y I~ + ~ 69.5'll ~ I ~ ~ - r - 1 ( 1 1 I ~ FL LP 475 475
~ e lit' CL w1 ~ ~.'F432E ~ i I I i i I I I I I t v ,i - 3 ;.'1' ~ " e i 1.4Y. `,,.1 ,'2. % 469:24 ° L` 1 .241 ~ 1
~ ~ ~ ~ r ; 7p ~ ~ o ~ ~ i, ' ~ 1 I 1 I ~ 1 1 i i i i ! i y C a ~ 2•-0% ~`1NA7CH EXISTING f ~ r• ~ f ~ 1 ~ 1 ~ ( , I' 1 I I I t § ~ ~ I ~ 1,~ ,EBCE,OPkAVING I I I I 'I I I 1, d,'.'t R CORNER N 20565.84 E 11127.25
i'~ I I i i I I 1 1 I ` I Ir r` I ' 1' ~.v _ ~,7TR R... ARKIN - - - - - -
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~4 ~a I RIRGE ; la ;1, r ~ - - - 1 ~ ' '~'.~,E ri n ~ 472.20 ' x_.__.L._--._i _ J--.-, FF_ EL. 484.65 ~ - FL 4n. I~ i!.coR q tv~ - R[OGE X~EP 1.39~L.' 'T-~ , - ~ _ Oit M. 4,. 4. i. o t t.CDR6 R;i',F + NORTH 8"z N 204rN~E7
I _ _ ~ I I ! I 1i I i l ! I I I - - _ _ _ - , n , : - _ E- l 1146, I -'TR CT(~ 472.20 47391 4R.. t` I - _ Y',; - T~P.GRA~ _ I I i II ~ 1 ~ i i , _ 3 ~ ' I`'~ -E-1046;$b. W °
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7 ~ f X~EP RAi 4 3.57 _.L. - --i T + - l L I-r` ' ~ ,a~ A , I 72 3 4 24 2-13 72,17 t~~47d.A8 TP I f I i 1 , ` I'^` A 0 21-Is aom~
_ ? EX EP ~ Y 472. 4 :4.82 I h 1 1 i ! I Q n ra A ~ . 9 I X IEPt EN E~P f 47 ~ 1 , I I Q- ' \ 2.13 7 7 __1, ? I I + C NER Lo c o a~ 0 8
R $ g S ~ NA[CII_EXtSiING EX EP TOP CRAiE I 'I 1 ! I I I I n i'~. \ q ' 'I ~ ~ ___«"-'EDGE OF PAVING",- - - i I'. I C,' ! i ~ i I I I I ',1 c d E~jl 1111 c ° 'N-2 368.6 EjtJ6tl.T~~ ,I cF qliz
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I , - - { ~ CONPACiOR AREA I I 1 I f t f 1 ( i ram„ 4't v` '.'1 - ! ~ C( , Se„ 468,90 , ~ , ' _ I ~'..i AE: ~I/C8.31 i I 1 1 t 1 I I l ,4~ 2.OX IY r 1 ~ f I ~ y yl.L 1.90 - - - v c c
4'V, .`I I . I ! I I I t , I 1 i', ) f-; X203 .14 , , 7 , k o 1 _ , 33 .14- UU° )KIS28` _rv _ _ _ _ 0 50 100 150 200
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Copyright © 2004 by Carter & Burgess, Inc.

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x ~ ~ ~ N 21102.21 .b ' E 9622.15
~ sy ~ , BOTTOM EL. 459.0 °,I ~''i° ELEVATION 488.78 p z; 2. TBM - CAP 9, 54' IRON ROD WITH CAP d ' r•'~,
~ i ~ a ~ I P _ ~ , ~ r. I .r'rr° ! 2 V 4 3:49 P > 'Sr 1 N 20977.38 ..~`'•,r 3:49 E 10436.94 ".477;;71
f ~ I 413. • 8 ~ t:~ ~ 4 3. 1 • _ ~I I1 i , i E P ER Ems. 1 ELEVATION 490.84 7 EX EP i p 3. TBM - CAP 11, 5N' IRON ROD WITH CAP
tt ~i j,~ i N 20222.19 E 11115.25 U_..... 1 ELEVATION 477.97
~1 f 1 BMsI BENCHMARK INFORMATION FROM SURVEY
~ ~ - - I READY LINE ~ ~ WTCN E%I67ING EOCE ~ PAVlNG AT NCGS MONUMENT 'VANCO' N 23021.07, E 11203.26
e CgiNER ~ j - , j ELEVATION 513.07
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IE ~ ~ I D w 1 I! ~ ; 1T , e ,E 0 9°6 , } ~ _ I I I I E ! I I I , I I FL 3. ~ " ~ ,~I, Y - ~ p ' ~ ~ ~ ~ I ~ II i '~i• i i ~ j i j i i ; i jl j i 17 L52 ~ ~ , ~ D 3{9
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, I fly. t , I I Y ~~;,~1, ~I~ 4 Yt - > At `,1 I ~ I i ! I i/ 1 I I` I ~ I t ~ ~ i 'poi ~~II Si I " ; 3 TBM - CAP 11, SA' IRON ROD WITH CAP N 20222.19
TP t E% EP I ~ 1 7 ~ I • D~l' G00 S; Q 2~ ~ ~ " 's i ~ I ~ 475.56 ! , M ~ 1 ! ~ ~ „i, ~ ~ ~ ~ I , It CORNER { I E 11 115 .25 IN 20169.21 ELEVATION 477.97
f, 174.19 \ ~ ~ ~ ~ n. 'i ~ - _'_t,-._._.1.~._._L_.;~ ._.L._s_.~.-'---a~-'-~t ~€pt.-~-r-~-~1._._.~I-._._.L._.~`_L_._._.L._,_. ' ~;~I; o ~ y ' `E 11175j81 Of BENCHMARK INFORMATION FROM SURVEY AT NCGS MONUMENT 'VANCO'
' s~ I i i i i i i 1 i (i i i j ( ~ (3 , ~ i; 1>~ ~ ~ j _,'TP ~ . F,~ E~. 480,'65 w 1'.,' J,'` i i i ! ` i ! ~ N 23021.07, E 11203.26 ELEVATION 513.07
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R CORNER $ N 19076.64 en _ E 9935.56
~ H 933' 33 N 45' 24'25"E
~ N 90°00'00'M 59.67 o ~ e CORNER ~ ~ Q N 18974.94
: E 9693.09 SHEET i
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I I / 1 ~ I MAJOR DRAINAGE DIVIDE peM4. ~~o.
I 1 \ 1 MINOR DRAINAGE DIVIDE
FLOW ARROW
~ / ( ! ~ ( I \1 , , I } • / ~ f ~ /
_ I • r 0 4' DRAINAGE AREA DESIGNATION
EXISTING CONTOURS
~ I ~ ~ ° i/ A \ i~ ; 1 ~ 1 i~ ri= IA , r / ~ ~ I f ~ 1 ~
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v` PRE-DEVELOPED DRAINAGE AREA CALCULATIONS
, r _ _
_ _ .__~-C _ _ _ _ - ~ f ~r _ i , ,^1 \ - _ -1 _ _ , /r / / I ~ 'r 3/ ` , ~ l - 2-YEAR 24-HOLIR RAINFALL: 3.5 INCHES 10-YEAR 24-HOUR RAINFAL: 5.5 1NC14ES - c
' i , ) I, 1 'i i J ' 99Y , , _ _,~'-~"~-T_. - _ - Z.+' VIN I , I A ( I , i r i i , 25-YEAR 24-HOLR RAINFALL: 6.2 INCHES z 100-TEAR 24-NOIR RAINFALL, 7.9 INCHES
i ; I / ~ r, ,.''T' -,„,-~F~- ~.n, - y ~,7 i v q 2-YEAR tO-YEAR 25-YEAR 100-YEAR 24+KMR 24-HOUR 24-HOUR
24-HOUR PEAK PEAK PEAK PEAK Z o m a = BASIN AREA SCS Tc DISCHARGE DISCHARGE DISCHARGE c
' ~ e - ~ I' / A I p ~ ! 1 . I 1 ~t~ ~~3 s ~ P. ~~O i I i A-IO ?.TI 9E DISCHARGE = m s ° tAA6Efl (AC,) ON PAIN.) (CES.) (CES) lCF8.1 (CFSJ
/ O . } A 20 1,81 / ` i A-]0 9.22 98 A-10 11.71 98 MINI 44.56 70.44 79.47 N ° T ° 0 00 A-20 4.84 98 10.00 18.42 101.39 A-30 9.22 98 MINI 35.09 55.46 62.87 41.91
/t'-s ~ ~ _ i r ~ I A-10 1.77 gg A-40 7.77 Be 61.57 79.83 10.00 29.57 46.74 52.73 67.28 Z A-50 8.96 98 10.00 34.10 53.89 60.81 77.56
A 6 0 , ti ~ i.95 / ~ r ~ ':l ( t 1 ( _ A-60 5.72 99 ~ ~ r ~ Iq 'y I ( i , ( \ ~ c-l9 5.39 9e A-60 5.72 98 10.00 21.77 34.41 38.82 49.53 O C-10 5.39 98 10.00 20.51 32.42 36.78 46.67
~ I, - _ I i ( MO 19.50 09 V j r- a t ~ ~ ~ f'3 i 1 ( I ~ ~ t ± ' II ~ c-3a 3.3e se C-20 19.50 89 29.20 39.05 68.80 79.17 104.21 cc 0 C-30 3.38 98 10.00 12.86 20.33 22.94 29.27 r Z i
4 1 , ~ - 1, ~ ~ i I ,1 3.91 90 c-Ia ~ 1 I _a ` C-40 3.94 98 10.00 14.99 23.70 26.14 34.12 Q C-50 0.33 96 10.00 1.26 1.99 2.24 2.86 ~ (L zf
/ ~ ~ / NOTE: I, eolabt;ons are Vase, on the Soil Conservot;an Serv;Ce's • X O
8~sar k - v'~ ( - u,' I _I ~ ,I calak n» ~ I ..a ~ i I 1 ,SCSI ul;t ny0rop opn metnoe. An $CS Type 1I ,istr;at;on eitN w o prop footor of 484 .-.A, age, for oll Hy' oon ' cplalat;Ons. Design rc;nfa
, ~ r E, ? i . - 1996. Dose, on metln,g atliM, .nllsSCSon, TR- t55 ees Seeon, of c E,it;oncentrot;an ore O 1986. A mini" time Of Concentration of I6 o;ates .os a5 Jule e,. 0) w
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1 ,
1
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I 1 \ ~ A ~ , I I it 1 ~ _ ~ { ~ I MINOR DRAINAGE DIVIDE 1 ~
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DRAINAGE AREA DESIGNATION
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s r DEVELOPED DRAINAGE AREA CALCULATIONS
, ~ ~ r~ J c,~ I r 1 ~ , 1 t Q, ~ / 1 / ~ 2-YEAR 24-M" RAINFALL: 3.5 INCHES
J , J ~ 1 . -S---j-'•....,~n_ - , r~dmu~„rmva ~ nx ~a ~nµa,vwv , ~ 1 r` - J ~ ~ ~ t 10-YEAR 24-HAIR RA IWALL I 5.5 INCHES 25-YEAR 24-HUR RAINFALL( 6.2 INCHES
- . - 100-YEAR 24-HOUR RAINFALL: 7.9 INCHES
- ~ -t - - - _ - _ , 3 ~ _ - - ~s. ,L 2-YEAR 10-YEAR 25-YEAR tt10-YEAA 24-HOUR 24410UR 24-HOUR 24-HOUR
~ J _ ~ vs' _ T, _ ' ra.neED ~ ~ ~ + _ PEAK PEAK PEAK PEAK BASIN AREA SCS TC DISCHARGE DISCHARGE DISCHARGE DISCHARGE Z
_ ~ t,; 4 5 HOMER (AO) CN MIN) (CFS.) (CFS.) (CFS.) (CM) ~ d A-10 11.11 98 10.00 44.56 70.14 79.47 101.39
J -=T,-~ v v A d i C A-20 2.55 96 10.00 9.70 15.34 17.31 22.08 A-25 3.09 98 10.00 11.16 18.59 20.97 26.76
" fL iS. I;~-I~ I~- ~ A-30 A-30 2.46 98 10.00 9.36 14.80 16. TO 21.30 - A-32 7.88 98 10.00 29.30 46.32 52.26 66.67
- _ ~ ~ A-37 ' i ,`P ~ Vic- t r i ~J 1 A-/0 A-37 3.82 98 10.00 8.49 13.41 15.13 19.31 q A-40 1.90 98 10.00 7.23 11.43 12.89 16.45
" _ - _ _ _ _ A T- si ~ _ - _ _ r , , • - 1 r. l 4 1 ~ _ - - ~ .F -5 A-45 0.01 68 10.00 1.05 2.69 3.33 4.95 A-50 8.96 98 10.00 31.10 53.89 60.81 77.50 - y`
- ~ D , ' ~ ~ ~ - c _ ~ . - A-60 5.12 98 10.00 21.77 31.11 38.82 19.53 C-l0 5.39 98 10.00 20.51 32.42 36.58 46.67
- - = c n _ r C-20 2.93 98 10.00 9.17 15.95 18.31 23.99 C-22 2.93 98 10.00 11.15 17.62 19.88 25.31 C-24 2.93 98 10.00 11.15 17.62 19.88 25.37 °z o m
, r , , ' a a.' _ ~qar 1 ~ C-26 2.58 98 10.00 9.82 15.52 17.51 22.34 c C-28 8.13 69 29.20 6.01 16.00 19.87 29. T3 m = at =
z*._ w' 7_/ , , - - ~ . i ~ \ C-5D [-30 3.38 98 10.00 12.86 20.77 21.91 19.27 a .e u - C-40 3.94 98 10.00 14.99 27.70 26.74 34.12 ¢ oW r o
4 ,e ~y - _ C-ID ~ C-50 0.33 98 10.00 1.26 1.99 2.24 2.86
dh ~ ,I i Il 1: ~1 ~ 11 .y ''3~iti C-'2 ~ NL NOTE: These C0laalations are MOea on In. Soil Conservation Service's (SCSI In it Nry0 OOraph rothoa. An SCS Type 11 z
_ 1 ' Cistr. fl rite a peaking factor of 184 was used for all O nYlo0ra0n calCUlatian. Design rainfalls ana times of Conoaltrotion are bog" an IletNgae outlines in SCS TR-55 _ SaCa d Eaitian, Jane 1906. A ainiauN tiro of concentration of co
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C4.02 SCALE: 1' 200' 0 100 200 300 400
o $i, GRAPHIC SCALE IN FEET Cd T .0 2
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COPYright © 2004 by Carter 6 Burgess, Inc.

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`a W N' O 2.
10-YEAR STORM PIPE HYDRAULIC CALCULATIONS
ACTUAL P[PE TIME OF CONCENTRATION PEAK HEAD LOSS A CHANGE IN SECTION ELEV. OF INVERT
DRAINAGE AREA HYDRAULIC GRADIENT SLOPE FOR MANHOLE OR INLET DISTANCE RUNOFF INCRE- FLOW DESIGN FLOW FRICTION ELEVATIONS VI Y2 HEAD ELEY. AT DESIGN POINT INVERT ~N POINT
PARTIAL DESIGN POINT BETWEEN INCREMENTAL AREA TOTAL COEFF. MENTAL TOTAL INLET TIME IN TOTAL FAEO- [NTEN- IN PIPE SLOPE UP- DOWN- FLOW FLOW Y2++2 VI++2 Kj jYl++2 LOSS OF HYD. PIPE PIPE PIPE
FLOW POINTS AREA AREA C CA CA TIME SEWER TIME UENCY SITY PIPE SIZE Sf STREAM STREAM IN OUT 2g 2g 2g Hj GRADE [N OUT IFT/FT) FROM TO {fEET> N0. (ACRE) (ACREI (MINI IMIN) (MINI (YRI I[N/HRI (CF51 {INI fFT/FT) IFT MSLI {FT MSLI (FPSI IFPSI (FTI {FT) (CONST) IFT) {FTI (FTI IFT MSU IFi MSL) OUT (FT MSL) REMARKS
0.0047 0+00.00 1+06.26 106.26 A-40 & A-45 2.77 2.77 0.90 2.49 2.49 10.0 10.0 10 6.5 16.2 24 0.0030 473.23 472.91 0.0 S.2 0.41 0.41 473.65 467.00 466.50 466.50 LINE A-20
0.0110 1+84.97 6+66,96 481.99 A-31 3.82 3.82 0.90 3.44 3.44 10.0 10.0 10 6.5 12.3 24 0.0058 411.79 469.00 0.0 1.1 0.79 0.79 472.57 469.48 464.18 464.18 LINE A-30
0.0014 0+00.00 1+84.97 184,97 - 0.00 3.82 0.90 0.00 3.44 10.0 I.I II.I 10 6,5 22.3 24 0.0058 468.71 467.70 1.1 1.1 0.79 0.79 0.70 0,55 0.24 469.00 464,18 463.93 463.93 LINE A-30
0.0041 0+32.52 2+41.14 215.22 A-32 7.88 7.88 0.9D 7.09 7.09 10.0 10.0 IO 6.5 46.1 30 0.0075 469.74 468.13 0.0 9.4 1.37 1.37 471.11 466.51 465.63 465.63 LINE A-40
0.0041 0+00.00 0+32.52 32.52 A-30 2.46 10.34 0.9D 2.21 9.31 1D.0 0.4 10.4 10 6.5 60.5 42 0.0021 468.13 467. i0 9.4 fi.3 P.F. 468.13 464.63 464.50 B 464.50 LINE A-40
0.0158 0+00.00 0+31,51 31.51 A-25 3.09 3.09 0.90 2.78 2.76 10.0 10.0 10 6.5 18.1 24 0.0038 467.82 467. TO D.0 5.8 0.51 0.51 468.33 465.00 464.50
464.50 LINE A-60
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10 YEAR CURB INLET CALCULATIONS
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0/l (CFS/F T1 3.0 x (H1J'~' O
10 YEAR GRATE INLET CALCULATIONS HI.1B IHCMES (4• CUTTER OEPRESS1oN~,6' cueel 10 YEAR FLUME CAL CI 0/L ICFS/FTI • 3.0 x (0.831 = 2.27 CFS/FT iME CALCULATIONS Q J
USE 2 CFS/FT U
CAPACITY OF 10' CURB INLET = 20 CFS CAPACITY FOR CURB OPENNG 4x4 GRATE INLET (PEAK FLOW FOR AREA A-25 18.08 CFS) 0 • C • L • H 13/2)- 1.1 CFS/FOOT OF OPENING (WENt J IT OF OPENING (WEIR FORMULA) Q
PART OF AREA A-32, 0=CIA=0.9 x 6.5 IN/HR+ x 6.D AC. = 35.10 CFS ,IG • 33.0 CFS U
CAPACITY OF 20' CURB INLET = 4D CFS MAXRAUM 010 TO 30'FLUME OPENNC • 33.0 CFS FRANE AID GRATE -TWO NEENAH R-4780 IOPEN AREA IS 6.2 S.F.) MAXIMUM 010 TO IS'FIUME OPENING •16.5 CFS (PEAK FLOW FOR AREA A-70+CARRY OVER FROM A-321 IC • 16.5 CFS _U
MAXIMJN 010 IS 35.10 CFS 14.33 + 18.22 = 32.55 CFS 8 ~ 2.00 FOR SAFETY FACTOR (CLOGGINGI J
~ ' W O=C+A+2`H CAPACITY FOR FlUlf~ Q
~1 A 6.2 S.F, g = 32.2 Fi/SEC 0 • 1.49 / n x A ~ Rh"' x s" IMANNNG'S EQUATIONI ANNING'S EQUATION)
H 0.47 FEET (SEE GRADING PLANT MAXNUM 010 TO 5'FLUME WIDTH • 64.68 CFS 0 2% SLOPE $ (0.7 + 6.2 + 2 32.2 + 0.47 I/2 16.88 CFS 64.68 CFS O 2% SLOPE
~ 35.10 - 16.88 = 18.22 CFS CARRY DYER
y
b8 'E FDR INLET CALCUlAT10NSI FOR WEIR FORNI1LAa FOR MANNING'S EC FOR MANNING'S EQUATION:
~ ~ 0• DISCHARGE, CFS O= DISCHARGE, C R R 0= DISCHARGE, CFS
)1 € C= COEFFIC[ENi OF DISCHARGE, USE C• 0.7 n= MIANNINFS COE g ~ A• OPEN AREA, so. FT. 10 YEAR DROP INLET CALCULATIONS A= FLOW AREA, s n= MANNINFS COEFFICIENT, USE n=0.013 A= FLOW AREA, SO-FT
Y ~ y= ACCELERATION OF GRAVITY Rft= FLUTE HYDRA Rh= FLUME HYDRAULIC RADIUS, FT.
~ ~ H= DEPTH OF PONDING, FT. 5= FLUME SLOPE 0/L (CFS/FTI 3.0 x IHIII~' y a „ 5= FLUME SLOPE, FT/FT. °o c V t
H1.6 INCHES iR S v 0/L ICFS/FTI = 3.0 x (0.501'~t'= I.O6
USE ICFS/FT m uc
CAPACITY OF 4'X4' DROP INLET = 16 CFS o `rn =3
(PEAK FLOW FOR AREA A-40 L A-45 • 12.81 CFS) a9 CLL m
3 7I 11f c E'1118 ,
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Copyright © 2004 by Carter & Burgess,Ina.

• BENCH MARKS: _ . - __---t --Telr--eArc- '-tNeN xoo trl7sr tAr _ s : aP~. •
N 21102.21 •o dw E %22. 15
R ' ' 2Y 544' 44 t e C NE ELEVATION 488.78 W h ' o 2. TBM - CAP 9, Sib' IRON ROD WITH CAP
N IIT ,/3 E 9184./~ ;4 z 91 ,41 `CORNER + N 20977.38 ••''pa,c E 10436.94
S R ~ ~ ° ~ A CUANER E , , ~4 ~ ~ E 'N 2i1 4 + \ ELEVATION 490.84 3. IBM - CAP II. 5/9' IRON ROD WITH CAP
~ ~ E 9094 ~ ~ 1 e Cdlll?iR k ~ ~ ~ t N 21424.-YT-. y g A t 5,,, E 9510.28 N 20222.19 E 11115.25
~ , N 21~4T2p43 • 'y o ~ e CgilER ~ e CORtffA ELEVATION 477.97
~ 8~ ~ E 911P~41 tt N 21413.42 N 21364.40 a a a E 9528.58 E 10713.57 y y CORNEk i _ (CORNER^"--- 10 BM*1 BENCHMARK INFORMATION FROM SURVEY i7 AT NCGS MONUMENT 'VANCO' N 23021.07• E 11203.26
r E 9106?361' ' 1 ' N 21329.77 i d E r; t ~ E9669.65 eCORNER ELEVATION 513.07 t CORNER
•p ~ 1+ 2 N 21274.89 ' i \ ~,e CORNEA / E 10771.52 N 21274.89 E 10771.52
~ R ~ ~ _ ` \ , ~+N 21348,05 f' t CORNER
~'a II I S 6.~8 I , ~ N 21192.90 rr p~ ,pd6~P" CORNER ~ ~ E 10828.89 N 21192.90 E 10828.89
~ + s-t? ~ I N 21168, 6T Qh c 0° ° C CORNER
h ~ ~ ^io'S~~' ~ _ s r ~~~ao•, ~ Ij CORNEA - - r' ~ 6 : u'^, L ~7V" _ '1 a y. N 2 n l l .2i li ~ ~ , ep ~ f3UARDHOUSE,,.' 1 ,j T. > N 21111.20 E 10886.72
t r^\ ~ ~ ¢~r~ a I i? E 10886. s~ s~ s / \ ~ a COANER jt~ `1, A( 1 , •i+~~ / ° S / ~ li'tviJ,r S+F~9w
• 1 g ~:Y_~d " ~~e~ N zlol4.9T e c A + ,_hb ~ t.`;~E.__===-- , E 10459.47 +~'t ~fi~~, , ° _ FIRE--RUNIP,~U =~ti'-;~- n , ~,v t Nz Q CORNER N 21028.17 E 10942.53 ~
, _ _ - + - CORNER K/r~~l ~+11 1~-- -._...y-='y=--"°'.`-~-a. ' - ~ _ _ - - e- N_
e - _ - _ _ . / , ~ ~ ~I~ . N 2097 .6T 1 - _ - , , - CORNER ^ N 20941.94 -
- # _ 'tea s9„ .i 2 r ' _ r E 10993.26
, ;a . 8 R m ORNEA ~ ~ - 1 r _ M f - - 20881,51 _ ~~ri~ x` A ~ ~ _i ~ l- It CORNER jr• 2 N 20851.40
~ ? E 8491.35 _ ~ _ - -='~--~-+--i } ' - ~ A I ~ ; ~ l ~ ` I I ~ r , - - E I"35.Te
d ,{~taru4ER 'tf~ ~ r.,K t i~~ as ~ i~ Ii , - , :8585.15- ~ _ - _ ~f a ~,i 1•';:. ~ yE• s;~S ===nom.== =:f`7-s.~":'~-=:=`= - 1 .I` 'hd -i - t CORNER
- + I , L.~ ..P aCER!&R. _ I - ~ RAI - _ - - ->_r--- xx '#~06T5 TT. - ° _ _co~-- 1?~i;"'=~- \,1'`~= • 1i„ N 20758.08 o m z I"---- _ - - E 11072.01 0 0 og- \s t CORNER c a o Y d o
9
N 20662.62
, ~ I y - i... - _ - - - - - _ _ti I I + ,r _ _ , , 1 es~ t -I_ _ - _...-_.n - - ' ) ,III I 1- E 11101.88
)I,~EiI'~~" y - - r, - -h.~:},, ,RD k, II I I I ,I r ~1tv 'F' , , - _ .<irftd,,r"' _ - - - -R-60°.,~"mss.:==~qp~ "'4~ 4 I ~ I i I" , 4 CORNER Q
' ~ 7 = ys ~ / I ha, / _ ._.ar~_ _ I,' t I ' E i 5 1 r ; I ,l I : ~ a -1-` , r - - N 20565.84 t I} E 11127.25
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b ~ E 9124.32; ~ ~i° \1 t d?, , I BMSI BENCHMARK INFORMATION FROM SURVEY AT NCGS MONUMENT 'VANCO' N 23021.07. E 11203.26
N 45°t4160'E~~ t f2, d ~ 9 `i ` 1 ELEVATION 513.07
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R I ~C,' E 10436.94 ~A' • „o`'~ ELEVATION 490.84
R ~ ~ t 0 1 COA~R 3. IBM - CAP It. `+fB' IRON ROD WITH CAP N 20222.19
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tS` ~ ?u: ~f 4 I iiil I _i" ! ' -7 I 'I\k j'~^~, ~i .\t„ 1 ~ ~ t~S a4~s> I I I I I I ~ I i 1 I ' , i i : ~ ~ ~ Op r ~ eSq I - 1 1 I ~ 1 t i 1 1 k 1 r ( r' I : ~ ~ ~ ~ j~~` mss' i! 1 11 J N 21102.21 0 - N CORD E 9622. 15 N 269.'. q 2 ' 20 0 ELEVATION 488.78
/ Fs r , ~ 6 ~ ~T. ? ~"/(a ~ _y I Ii 1 ~ i, I I I I ' e :E ~:'~r.,~ i ~ 1 ~ '~~d0 ~ °J `7 : j, ~S~A.`H6i.99LI~E`,A-JO ~ f I I I I, 1 rr I ir1 ~ ~Ip:~ \ / 'i'f': ~~},F I` ' 111TD",0 1 '+1 3~ t~1';1,t~ Fin 2. TBN - CAP 9. 5A IRON ROD WITH CAP
i ~ I ilk ~ ;~a 4p~ ~'u -"I'~4'~NCP-~-•-s--•-.._. L.__1._i__. _._.I-._.F~ ~.-•---~-~---.1'~---•-~---'-'~`--. ~.r._. _,`_.1E• a Z ; 3 ~ ;':'I~: d,!`': ; Ir N 20977.38 . ~r=ii' ` 11`~ 1~'.m E 10436.94 ELEVATION 490.84
$ y o PS ~rl ~ ~~~i: N ~ 469.4 ) I ( J I I , ~ 1 , ~ : , ~v E I . n ~,-fh., ° tM 0~17.nJ ~ t, ~ ,ll I I I ww'~ ~ ~~~1 pub ~ r` 1 ~ F ~ A' t ~PVC6 "5 €1 E t i `f4 ~b9, 6Y 1 e I l ~ w:r~~v F• i Y ' ~1~ 'a':: D ~ ~ I a • I ~'ana r .d- I I ~ I I ( I erne' 11 1 ~ a; `E~ .I 1 3. TON - CAP II, 5i9' IRON ROD WITH CAP I~t
u .1 m .o : ~ is i i i i i. DRIB GOODS ~ ~ ;~,;I. ~i l4 al ma - - S y ~ ~ ~ o ! ! I V'r I ,r i i Q ~ ~ ~ A I :':I' N 20222.19 iE~I, ~1.a~ Irr N 2ORNE4t 1 E 11115.25 r .1. rrli E 10 694, 1 ELEVATION 477.97
~ ~ ~ _ I rsq _ - -c`~-~-~ A~E~~~-;-._.1,_._.=l_._._.L._.~`-1•---•--~ ' '''I~ ;1 ~ ~ s} I Sz el § I s ~~~1 ~ _ I 1 I 1 : F Q. 480.'65 ~ 1 1 1 i ~ ~ .=I~ BMSI BENCHMARK INFORMATION FROM SURVEY
,r _ . : ;i;, ~i" 'rlt, AT NCGS MONUMENT 'VANCO' ,1`=,'!r N 23021.07. E 11203.26
£ ~ ~ ~ I~ _ , ear t; l + } ELEVATION 513.07 .i IIa ~3:Ii .,y_j N
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~ , ~ ~ ~ i ~ t2) ( f ~ I' I I 1 t ~ 1' .a ~r N 20069.27 - -.I; 1J80.09 sr l . , ~,~p ~ L.
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9 i I 1 ( 1 ~ I I ~~r, iry 8A ~ ~ ~ a s.-- ',1,,,.~''r ~ , 'frr,'i • ~ E t 1183.49 `1
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sm a I . ii'~ f / X 19416.84 ° ~ I 9JJ.3J' ~ ~r,,/ E 99J5.58 GRAPHIC SCALE IN FEET
- 25'E ~ ~S N.90°DO'DO'1r J 59.67' 1 r~ 4-21
~ ~ 1 ; P CORNER - ~ y-OO F ! t] 16974,94
i~ i i 01 ~ y'' / ~ ~ n z
n4 ~ 1 AREA 4 -STORM DRAIN PLAN SHEET
C4.34 SCALE: I'=50' ~~mo KEY PLAN C4.3 4

Copyright © 2004 by Corter & Burgess, inc.

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- 8 - . _ . _ - _ . - - - - . - - - - - - - - - - - - - _ - - - - - - - . - - . _ ' - 1. TOM - CAP 8 o` U
~ 3 . : - - - - - m x - _ . - ELEVATION 488.78 - p 2. TOM - CAP 9 ?
_ _ k - _ - _ _ - - - • - w - - - - - C _ . _ _ _ w - _ - - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ r_i w - - _ _ _ _ - ELEVATION 490.84 V u°
: _ s - - - - a -i--_ _ - - - - - - - - - - - E~EVAna 9 _ _ _ _ 3. TBM - co II ELEVATION 477.97.
_ . A~a h " ~ _ - - - - ' _ : a _ - - - - - _ - - - - - - 4. BENCHMARK NCGS MONUMENT 'VANCO'
.m o _ - - - - - - - - - - - - - - - - _ on ~ - - _ - - - - - - - - _ - - _ _ - - ~ - ELEVATION 513.07
in - . - - - - q
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_ ¢p ~ _ _ _ (J _ . _ _ - - _ - - _ - SCALE r. - SCALE NOTE: UTILITY CROSSINGS ARE
_ , . . . _ . -.r. r.._. ..O U - - - - - - - - - _ _ _ _ _ _ .a-.. G .___..i-. _..-r.._.._ __..ti _ - _ ti. - » _ _ 1' 50' HORIZ. SHOWN FOR HORIZONTAL SHEET REFERENCE. VERTICAL 1' 5' VERT. LOCATIONS ARE APPROXIMATE
r.. _ _ b ~ - . r _ - - - _ - - - - . - - - _ ___i -_.N___ ._v _ _ _ _ _ In,- ~ .ti _ _ _ _ _ _ _ - _ _ _ - _ _ - - _ _ _ _ _ _ N _ _ i T _ EXCEPT WHERE NOTED. .41
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Copyright © 2004 by Carter & Burgess,Inc.

CENTER SIPPOAT BE1 REOUTAED FOR 20' 1 CENTER SUPPORT BEAM ~~~„NUary••w REQUIRED FOR 20' INLETS
- CAST IRON FAANE AND COVER " RE!-Fx/G~,flL.-__- - _ _aE7NNNkYS2&,-0ILEOUAL.----- rr__---** - 6.orr d fi . _ -
- , 1 _ iY0 REOUTAEO fOA 10' d IS' u _ . _ INLET Y . „ i i ( REFER TO STORM DRAIN aw PLANS FOR COORDINATE POINT
FINISHEO CRAOE PLANS Fpl C I AT BOC I AT BOC 0 r•• I
12' PIPE OD 12' ~ N ~ MIN. NIN i ~ `r5 BAAS I ~5 BA I 05 BARS --I- r„• 1
COMPACTED SOIL I!! ' ~ I I I
PER SPECIFICATION ~ 'Yr ~ ~ ' I Il ~ BACK N , I I I ,
~ V TRENCH BACKf ILL OF CURB ~ , I a ~ I ' I- , I ' 1
> - _ , = SELECT BACKFILL APPROVED i TAENLN EKCAVATIgI MATERIAL ~ = 6' 1
COMPACTED TO 98X tA31W 01557) I - N IN NAK. 8' LIFTS. /'TRANSITION i0 10' Wi 20' 10' OR 20' OPENING 6• 4'TRANSITION TO 12• REFER TO STORK DRAIN PLANS DEPRESSED GUTTER
N 12' DEPRESSED GUTTER ~ AEfER TO S7 VARIES z I 0 I 6•
N N V W Z
Dip. IINOISr11RBEO sou 5 4 4
~ m C4, 51 04,51 •o ~ C4.51
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NATEAIAL IF 6~ 6~ ~ C4.31 NOT TD SCALE AEOUIRED 4'MINIMLN O Op' Op' Dp Dp Op TO SCALE
DETAIL NOTES ° PIPE suecaADE Ca, 32 12:5 GUTTER-CURB NORMAL GUTTER 8' ~ a H ELDIFFERENCE AT LINE
I. ALL CONSTRUCTION, INSPECTION AND MONITORING SHALL COKPLY ~ ~ \ WITH ALL OSHA, STATE AND LOCAL OAOINdNCES, LAMS bN0 NOAMAL GUTTEA PROCEDURES. TNIS SMALL INCLIHIE ALL CONSTRUCTION METHODS, LINE FACE OF CURB. 3/4' EXPANSION JOINT
MATERIALS AND SAFETY PROCEDIAES. AOOITIONAL TRENCH GVTTEA TOP OF CURB SAFETY, INSPECTION AND MONITORING SHALL BE DESIGNED IIRF
ANO FURNISHED BY iNE CONTRACTOR AS REOUIREO BY OSHA, STATE AND LOCAL OADINdNCES, LAWS ANO PROCEDURES. - e
ENCHING DETAIL - - 1 TR 2 BEDDING ZONE ,'TRANSITION TO ' - 4'TRANSITION TO _ DEPRESSED GUTTER °z
- NOT TD SCALE DEPRESSED GUTTER C4.51 NDT TO SCALE
4 ELEVATION LEVATION°m ° Lit IT TO SCALE
C4.51 NOT TO SCALE
~1 BARS AT 6'
C-C 80TH MAYS FINISHED p 6'4 z
5•~ GRADE IIr7• CLR TYP, 3.R 2-~S T/1' CL. I N TYP. ~pz -r{ saws ncrs. Z 0 Oi
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B• ' ~ i omz ~ , D , .~""~y,' ;1{i MANHOLE TO BE FLUSH ~ i z~OpO N x x ` aOW Z
Z 1 ~ ~ y WITH FINISHED CRAOE ~ ~m J I G• ,I. .I OD ACP PIPE »n k -J-~-I o o a x O zoo W C/)
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w~ OPENING I MIN. ~ ' ~ ~1NF°R"°b" ~ 21/CP.NN15 HoOX I. FOR 1.LWHM BE USED FRAME FWSH GRADE A WFRAME 6COVER Q
~ J@ i I xOR12 AMO m ~p~A so ~5 ! 12' OCEW ~ I YFAT PALL p D ~ ' q, C,p AEIIF. EACH z 9 m PLAN OF TOP SlA6 ro SURFACE EIEVA "MAX 1RS Tor SI.a m LL
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TER SUPPORT BEAM FOR ~^•51 REINFORCING DETAIL z _ n ~ 5 SECTION 6 CEN NOT TO SCALE ~ ~ p I' ~ ~ g i =mom W . 'a . MKS SHO" v 3 INSETFOR U ES TKTRYH V V N O
ca.sl NOT TO SCALE C451 15' INLETS AZA DOWEL'C Z Y. w N6 o z
A ~ ~ 6'd' i ^I NOT TO SC LE p INSEf'A' PIPM OFOF B0~- corvtRETEeLOCK ~y T ISET'A• a O Q
NOTES coNSmuc~sECRa+'B'C~TMEPROrosEDwnus~>Hla. CRETE BLOCK r-'r W
NVD SELMIN'A' P DUCK NOTE 2 IF PROPOSED STRUCTURE EXCEEDS Q4 VERTICAL HEIGHTA DESIGN MWI gE REOUNND FOR ppPROVAL s w • ra+pspMr EEr
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0 om
oz a-a Damp zF3 a S01 z~av~ D~xU r7 IFS SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE IF SPECIFIED.
~~~x$ O Dui Am I 'n w~~n== '^OZ ILE STATE USE OF SYSTEM ON COVER (I.E.: SEWER. STORM DRAIN, ELECTRICAL) Z c 4
znO~Om la-xzd0~ nZZ>A`~ ~ nxA~ '^~~z~ m O~=U TOP OF COVER p O S Z
Day GENERAL NOIES~. BILL OF MATERIAL ZOOS =~g(((px1~T~ rA. lOPO NZ USE STPNDARD OR JUMBO BRICK FOR WAlI, CONSIRUQION. SOUD E.5 ZO-A~Om A $ A w = A B B N=how ~2 z~
CONCRETE BRICK OR BLOCK PRE OPRONALWAll LONSIRUCf10N MAIERW. p n x AA Wt Ott. SIZE DW !1711 p A e is t2 A] <D" Z °a°~ Yl
PRECAST UNRS MADE aF CIASS'M' CONCRETE MAY BE USED IN UEU 0> OF BRICK MASONRY CONIR'uCIION. SUBMR OE5IGIJ OF PRECAST UNNS B M Y5 98' BpJ M+Z FOR APPROVAL PRIORTO CONSTRUCTION. c a ra r.Y nI w n ee cts ao V E ° cN
INCLUDE AlLAD1USTMEN'RTO WAl18, SLT&S OR REINFORCING MAIERL^t nEFlroruwElcln Dsa IN THE UNR PRICE BID FOR EACH UNIT. N R' vv o m o cn~~ BOTTOM OF COVER a? r R. u S _
~ QI.iM. GA6'M'CCNC. 2~+ O m MSTALL OPTIONAL MANHIXE IN POBUION AS DIRECTED BYTHE ENGINEER w. ~ ems. w. MN 0 a ~ m CUTOR BENDAll REBAR CROESINGIHIS OPENWGro ALLOW?MINIMUM Lv mLL dm U
CONCRETE COVERAGE ENCLOSE THE OPEMNG WITH K'A' BMSHED ro cu. rox Necurr. HE ¢ oa m c , Z 101HE RE9AR MAT PNDSET SrJ AMINIMUM OFSCONCREIE COVER IS A ~ ATTNNED, RFFERENCE 51D. N0.890.54 FOR MANHOTf INFCRMAHON. Q Z w m O o OI `0 3 . u'. PLAN OF COVER p~ i= z a a W m co au LL
E m N PRO~DEiurvcnoneo~swnHMnHNaESOVeRre•InDEPIHwmi z z PIANOFFRAME xyD z ~ m STEPS %ACED OV 7 CENTERS. REFERENCE STD. N0. S~.fiB. > ® SEE C O ~L 4
Q~o m Z p SPACE DOWEL'C BARS ATA MAXIMUM OF T7CEN1ER5. Z = v~ z a = O - atp:_n v U ~ ~ -cFUaf.. °a
n N A MAIOMUM DEFM OF THIS UNA f55HOWN IS R. ~ ~ ~ ~ ~ 2•p' N C7 y- O CIXJSIRULTTNE IUIVCTION 80K IN A(xARDANCE WITH ~ pn m D Z Q c 3 eZ ~ v a o W v
.E Z C > SECTIONS 830.832, 834AND B400FTHE StANDARD SPECIFICAlI0N8. a w Z 1'~ M p 'f. d w Oy 8 oZf 0 M1b0'
` C Z ~n W~ o~o Nm3 ~x i TWE#I °car VV TYPE #I 2
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y m waQs po I ° ° k F~ AA ~ ~ IK n c U ~
~ Q ~ ~ ~`AITERNATE S ~ ~ ~ - ALTERNATE SECTION B•B w a
A ~ 4Y 2AY ~ b ~ - zvr MINIMUM WEICFIIS • LBS. c FRAME tlO = COVER UO
d ; ~ 5 HEF x+2 I $ ~ ~ °F : 840,34 sECnoN A•A L TOTAL. 700 z
840.34 ~ _ / SPECIFICATION / CLASS 301RON MEETING HEEf TOR SHEET ~ ASTM A-4
ED UT I TYPE #2 8 o ~ 840.54 TYPE r2 840.54
~ ~ 9 NCDOT JUNCTION BOX NOTES C4.51 c
a~ cA,32 Nor TD scALE NHOLE FRAME , ~4 ~ t0 MA OLE FRAME AND COVER 3 :ALE
n~ ~ fA,SO NOT TO SCALE " 'o Copyright © 2004 by Carter & Burgess,[no.
is~~ ~~ioa

VARIES 5' OR 10' VARIES 1 ~ 'OE' JOTNT
W M ^ o.
GAAOE BREAK CPH ,x - CPY ( ~ IS° iYP. itl~ FROM i
S 6' CURB tP~ 2= CUTS
FENCE FABAfC I 6• t0 I FC 2' -6' R I
IiYP.I I 12' CURB n VARIES
TENSION MIRE I 3 ~ +3 ! 8' OCEM TOP OF 12' CURB FLUSH MI TH FC
2' MAX. 1' CLEAR 3' C4, 52 I MIN.
q• I TRANSITION FROM 6' CURB TO 12' CURB
~ ~ 5' OA 10' 3' 6' CURB
4 +s ! a• oCEr FLUF£ C4.52 CPY CPH & CPV VARIES CPV
PAVEMENT yy,.:w a
~ar~~ GRADE BREAK SLOPE BOTTOM TO ACHIEVE TRANSITION FROM 6' TO 12' CURB
DETAIL NOTES 2'-9' L01~ +3 ! e' 2' GALVANIZED PIPE INSTALL IN LINE i. FLLNE LENGTH AND SLOPE VAA TES. REFER i0 LAYgJi
PITH FENCE FABRIC ANO DIMENSION PLANS, AND GRADING PLANS. 3 SECTION 2. REFER i0 UYOVi AND DIMENSION PLANS FOR ^
COORDINATE OF CONTROL POINT HORIZONTAL ICPH). 04.52 NOT TO SCALE `1 3. AEFER TO GAADINO PLANS FOR ELEVATION OF C4.52 CONTROL POINT VERTICAL ICPVI, 4 SECTION C4.52 NOT TO SCALE
4. REFER TO UYOUi ANO DIMENSION PLANS i0 1 SECURITY PIPE FOR DETERMINE FLUTE riOTH f5' DR 10'>
- FLUMES UNDER SECURITY FENCE 2 FLUME DETAIL
NOi TO SCALE - NOT TO SCALE
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15' 5' MIN. TYP.
8e m
IO' 6'
BOTTOM WIDTH OA i0P OF SLOPE
-4
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f ~y ' 12' CURBED FLUTE DITCH f= Z Z
_ log Q a (L Z
X o
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6 ~ , I x CPV 6 w -N 2
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3a-_ i ~ ° IB' FLUME TOE ~ 6' APRON TOE-?I .r
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6' APRON TOE-?~ ~ - 4:1 iYP ICAL SLOPE - - - - - - - - - - - - - - - - - - - - - X_
i LENGTH Oi FLUE TOE - _ r
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_ ..-J~ : DETAIL NOTE&
_ r 'b`~= I. AffER To uraur ua DIr~NS 9 9 D50=6' ROCK RIPRAP Q o THICKNESS 2' Z N C4.52
COORDINATE aF CONTROL POINTOHOR[Z~OIITAL~ DETAIL NOTES: G.52 ICPHI. 2. REFER TO GRADING PLANS fOR ELEYATIQV OF I. REFER TO LAYOUT pND OIAENSION PLANS FOA FOR
9 050=6' ROCK RIPRAP CONTRA POIN1 VERTICAL fCPYI, COORDINATE Of CONTROL POINT XOR[20NTAL ICPHI, DETAIL NOTES: C4, 52 THICKNESS = 2' ITAL (CPH). W LU
I. REFER TO LAYOUT AND DIMENSION PLANS FOR 7 FL U COORDINATE OF CONTROL POiNT HORIZONTAL ICPHI, ME APRON APRON DETAIL o C0
5 FLUME APRON TO CHANNEL DETAIL - Nor To scALE ALE 0
_ 6 SECTION NOT TO SCALE C4.52 NOT TO SCALE Co
4' TRANSITION i0 NO CURB TOP Of 12' CU18 AT FG 6' 29' 6
CURBED FLUME
+3 ! B' OCEW C O W ~ m
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y
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C4,52 NOT TO SCALE SHEET i
e a samO C4.5 2
£;^a #i~¢
Copyright © 2004 by Carter & Burgess, Inc.

AT END OF BEAM _ T+' c+,s3 u.s3 GRATE SCHEDULE FOR TA FR • r JOB b'~ pG
CAST-IN PLACE INLETS 13E'xl~'xN41~' L's Fc NOMINAL CRATE TYPE N q Z:
GRATE SIZE OR 1[N.) APPROVED EQUAL
~ ~ 36x66 NEENAH A-4895-2 W/TYPE L GRATE VARIES 4 X VERTICAL •N..* • lP,
' ~ ~ OCEwi IZ' °t':. °a ~ SUPPORT BEAM 4t'! z a'HEAOED ~ ~ a I I `Y,~ STW ! rY O.C. jDIFFERENCE (IF ANY) HANSON PRECAST END SECTION OR EOUAL
' a ~+I~ ~ MELDED 10 FRAME a. r II U.54 ~ I GROUT BOTTOM F 4' ~
WITH S IETAL RAZE i \ ~ i WTLETLPIPETO 1' X 14t' X 41' L'S ~ ~ VARIES i 141' i W6%ZO BEAM VARIES VARIES u
• i 4 X DIA. - ---------------i
V!' X 5' HEADED 24!'MIN. ' mT 6Vl' FACE STUD ! IZ' OC i BEARING i i ~ - - - i
DETAIL NOTES; ~B $8' B ~ OF ANGLE TO ; I ~ ~ ~ ~ - - - I. REFER i0 GRATE SCHEDULE FOA DEIERMIN[NG INLET DIIENSIONS CONC. SHELF i ~ ~ FACE OF ANGLE ~ i LRCP 4 ' --4- 6 ss,
AND CRATE TYPE. 'ICRITICAL ' i ~ i ~ e i , 2. GRATE AND FRAME SHALL BE RATED FOA H-20 LOADING, DETAIL NOTES W6z20 BEAM DIMENSfONI ~ ~ ~ CONC. SHELF , ~ i ' _ ` 3. PAE-CAS1 INLET COt80AMINC TO NCDOT STANDAA05 IS AN -=1~' ~ ; i - o C4.53
I. FOR GRATE INLETS GREATER THAN 10' DEEP, p~-, ACCEPTABLE ALTERNATIVE. N 1 WA H • L3z3x41z1' ~ ~ i i I LE LLS S ALL BE 8' THiC% WITx 1 w/1214!'ox4 ~ ' ~ - - in 40
B' OCEW DOUBLE MAT AEINFORCINC. HEADED $iU05 y~~ ~ i 2. SUPPORT BEAN NOT REQUIRED FOR 4X2 IEAEi, i ' ' I I' 11 p ROCK RIPRAP
i CAST IN PLACE DETAIL NOTES ~IAN0.EET0 ~ i OR ipP OF SLOPE P OF SLOPE
2 SECTION I• SUPPORT BEAN N01 AEDUIREO FOA 4X2 ItIET. COML. SHELF , ~ C4.32 GRATE INLET DETAIL C4.53 NOT TO SCALE o~l~rt~es`ian :y~ 15' . L
NOT TO SCALE 3 ANCHOR DET ` rT~~ ' AIL L3w3x4/xT'
C4.53 NOT TO SCALE W/1214!'Ww4' 1' I~wEO sTUOs
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DETAIL NOTES I. SIPPORT BEAN NOT REQUIRED Fq7 4%2 INLET.
5 SLOPiI 5 SLOPING HEADWALL DETAIL
4 SUPPORT BEAM DETAIL c4,3z NOT TO SCA FG C4.53 NDT TO SCALE ;4.32 NOT TO SCALE
q' /
y 15' 10' MIN,
~ O~ •3 a 6' oc Hoerz SLOTTED VANE DRAIN
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o POND BOTTOM ELEVATION R Z <D < U Z
II ~ REFER TO SiOAM o mg Q a- Z
GRAIN PROfILES r RR R(n~ FOR PIPE ELEVATIONS •3 ! 6' OC HORR TYP I II I~I II I~ ' N
~J I~ 36' DRAIN SECTIONS '1 It 6' BOLTED TOGETHER SECTIONS W O ETHER ' T cr
8' FOA VERTICAL DISTANCE IIF ANYI REFER TO STCRN DRAIN PROFILE SHEETS - - - W fl flA N TO O w
fED 1 WIRE DRAIN TO PIPE PVC PIPE Z
3 U=
S SAW 31/1' SLOT IN PIPE ITO ACCEPT DRAIN LL
6 SECTION
C4, 53 NOT TD SCALE ~ ' --y 3>/1'
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SOR-3S PVC SEWER PIPE W LL
ADJUST FRAME TO GRADE LAME O
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i 2 75/B C4.54 STflIICTURE i0 754 R Q 25/9' W
ACCOMMODATE PIPE EDGE OF PAVEMENT S W
f TYP.I 4' 6 4' 3' FILLET 74 cr co O
^Ij~3`~ THROAT [N OPENING TOOLED EDCE$ -1'~~ . ~ ELEVATION ° 5' 'q'' TROWEL FIN, eBAflS f IB' C-C C!~
~ N THROAT W[iH IB' LEGS ~ 4 . ELEVATION *I' 4' 41'/ ' m PAYEIENT I
e. - -
C.I. •4 BARS f W II~~' N°BARS Ai IB' OCfW COVER IB' OCE CONSTRUCTION JOINT
~ Af COAXERS . •4 ! B' OCEW ~ N 1 B' OCEW
OUTSIDE fACE ~ gITSIOE FACE N ! B' DCEW N 1 8' OCEW
INSIDE FACE INSIDE FACE
~TOOLEO•EDGES ' :4 BRAS AF - I 6' OCEW n. ~ flCPj I RCP
I I I c
°m Z C N
4", 4000 P.S.I. CUT REQUIRED Ai BELL CONCRETE TO ALLOW VANE ORIAN TOP OF SLDPE H B 8' OCEW 6' MIN. BASE fLANGE CLEARANCE s W 0 V w$ L O C cn
(TYP,) 6' MIN. 0 O ~ N a
DETAIL NOTES. CUT LONGITUDINAL SLOT 1. MATERIAL ANO WORKMANSHIP SHALL CONFORM WITH THE AEOU[REMENTS OF f0 F[T POSITIONING LUGS r o EP `3m 6' MIN. CONCRETE THICKNESS AT SIDES u m a t
NORTH CAR[LINA D.O.T. STANDARD SPECIFICATIONS ON BOTTOM OF VANE ~ FOR STANOAflD CONCRETE STIX4M MANHOLES. FAAIN CASTING AND BOTTOM OF SEWER WIRE ® c E = ~o i goo 0
2. CONCRETE SHALL NAPE A MINIMJM 28-DAY COMPRESSIVE STRENGTH OF ft'•4000psi. DETAIL NOTES: E 3. REINFORCEMENT SHALL BE GRADE 60 WITH A YIELD STRENGTH OF fy60 Nsi. I. SLOPE [NV~RT OF MANHOLE AS INDICATED ON PROFILE SHEET.
b 4, SLOPE INVERT OF MANHOLE A$ INDICATED ON PROFILE SHEET. 2. PROVIDE I h MIN. CLEARANCE FROM ALL REINFORCEMENT 5. PROVIDE IIh MIN. CLEARANCE FROM ALL REINFORCEMENT TO FACE OF CDNLREIE. TD FACE OF CONCRETE. 6, PROVIDE STEEL REBAR SPACERS FOR WALLS W4iEN MANHOLE HEIGHT E%CEEOS 6'. 3, PROVIDE STEEL REBAR SPACERS FOR WALLS WHEN MANHOLE FASTEN CASTING -0 FASTEN CASTING SECURELY TO PIPE WITH WIRE o
7, PROVIDE MANHOLE STEPS ®15 OC STAGGERED lC[ OA PLASTICI. PLACE TOP STEP HEIGHT EXCEEDS 6'. 30' MAX. FROM FINISHED GRADE. 4, PROVIDE MANHOLE STEPS ®15' OC STAGGERED ~ 8. DEPTH OF DROP INLET FROM FINISHED GRADE TO FLOW LINE OF INLET IS VARIABLE. (CI OR PLASTICI PLACE TOP STEP 30' MA% FROM FINISHED GRADE. S 2
y ~ APPRO%IMA1E DEPTH WILL BE SHOWN ON PLANS AT LOCATION ~ INLET. g ~ 9. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING ON EACH SIDE UNLESS V V
~ SHOWN ON PLANS. SOR-35 PYC SEWER PIPE 9 : : f511E AS REOUIREDI VC SEWER PIPE REQUIRED)
n 7 DROP INLET 8 SECTION
a= C4.53 NOT TO SCALE C4.53 NOT TO SCALE $ a
`o n BLOCKS TO ADJUST DIPE TO GRADE AND ASSURE 6' M ~n 0 GRADE AND ASSURE 6' MIN. CONCRETE THICKNESS BENEATH PIPE
~i ao 3 .6
~ gf -
~ g SLOTTED VANE DRAIN FOR C4.32 NEENAH R-3599-A OR ACCEPTABLE ALTERNATIVE, NO RAIN FOR SHEET FLOW SHEET
ALTERNATIVE, NOT TO SCALE C4.5 3
s°W'eo %a'
sloe Copyright © 2004 by Carter & Burgess,Inc.

- - -GRAS
MAINTENANCE NOTES: _.i _ , y
y I COVERAGE q a 2 I. ALL EROSION ANO SEDIMENT CONTROL PRACTICES WiLL BE ]NSPECTEO FOR STABILITY , i 1 ` ~ ~ n AND OPERATION AT LEAST ONCE EVERY SEVEN CALENDAR DAYS bND WITHIN 24 HOURS ~q r W N^ r: Q.
i FOLLOWING RAINFALL OF D.5 INCHES OR GREATER. ALL SEDIMENT CONTROL FEATURES ~ ~ ~ SHALL BE MAINTAINED UNTIL FINAL STABILIZATION NAS BEEN OBTASNEO. AR A x yd . .
* 4 ' TALL FESCUE 80 LBS. PER ACRE ~d , ! 2. LOCATIONS WHERE VEHICLES ENTER/EZIT THE SITE MIST BE INSPECTED FOA EVIDENCE , , V
OF OFF-SITE SEDIMENT TRACKING. A TEMPgiARY GRAVEL CONSTAUC110N ENTRANCE/EXIT A $ER[CEA LESPEDEZA 20 LBS. PER ACRE ~8 ~ hh xx WILL BE CONSTRUCTED AT EACH LOCATION WHERE VEHICLES ENTER/EMIT, AND EACH + I ~ WOKE LESPEOEZA 10 LBS• PER ACRE 1 v 4 ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEOiMENT , t
FROM LEAVING THE SITE. / ' ~ ~ , ii _ t e
~ 8 ~ y 3. SEDIMENT BARRIERS MUST BE INSPECTED AND IF IffCESSAAY M15T AR , i`,/' TEMPORARY SEEDED AREAS "+s BE ENL GED [fl I RYE IGRA[N) 120 IBS. PEA ACRE 6 CLEANED IN OROEA i0 PROVIDE A001TIONAL CAPACITY. ALL~NATER1Al E%CAYATEO FROM i'... ' 1 s ~ ~ BEHIND SEDIMENT BARRIERS W[ll BE STOCKPILED ON THE UPSLOPE SIDE. ADDITIONAL i, /~M
d ~ ° Y SEDII~NT BARRIERS MUST BE CONSTRUCTED AS NEEDED. ~ f , ~ 1 1-
g" 4. INSPECTIONS WILL EVALUATE DISTUi8E0 AREAS AND AREAS USED FOR STORING ~ t / " MATERIALS THAT ARE EXPOSED TO RAINFALL FOA EVIDENCE OF, OR THE POTENTIAL FOR, , 4 i
POLLUTANTS ENTEfl LNG THE DRAINAGE SYSTEM. IF ARY TH M T - Q ~ CE55 E A ERUL$ MIST I - \ ~ ~ C v /J \Y BE COVERED, OR ORIGINAL COVERS MUST BE REPAIRED OR SWPLEMENIEO. AL50, ~ , ~ ( , PROTECTIVE BERMS CONFORMING TO 8/C5.11 MIST BE CONSTRUCTED IF NEEDED IN ORDER , , / ~ ~ , _ ,
, Y ~ Y TO CONTAIN RIRIOFi FROM MATERIAL STORAGE AREAS. / /~1 I/ G RDHOUSE ~ ~ ( i / , , ~ r I ~ x - ' ; r 1 Y
- _ 5. GRASSED AREAS WILL 8E INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS I$ ~I ' / ~ ~ ~ ~~IR~ PUMP IOU I / ~ ~ ~q_ MAINTA INED• 1 ~ ( 1 ~Jj' Y~ ( /
y ' . TR~JCK SC,~LE g AA ~ ~ Jv,,_-_,_ f I 1 ; 6. ALL INSPECTIONS ARE TO BE DONE BY THE SITE CONTRACigI, i rY ` , - _ w_ se 4_ . . , ~ c. _ y . , _
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n FLUME INLET _h I I 1 I I i 1 1 1 I I I E I I I I i I ~~,,i a o o , PROTECTION ,,ta~~, . %
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A,4 ~ ; CDNSTRUCTION ENTRANCE '-'---'d-°°:•~^°^ _ _ _ _ _ @,-~~~~1\l\\d - p I I ~ 1 1 - 7 I B~ ~ ~ I i. I. ..j a o` A a B , 'I, S ~I }t - ~k W Co U
n d R ~ f, , } , ' G,al,`' , , d~: ~ ~'1---~1---i--~I-•-T-'-i-'-i-I-'-I-'-f--~-T'-€--'-3 -'~'--i -'~•-'-f~-F--'-F--• t 1~~: .1 F ,bll' '~~~1, ~ '6y ® EROSION CONTROL BLANKET _ -r ~ ~ ^~i I I I I I 1 1 I I I I I I I ' Y ,"~i I r
~ * ~ ~ LIMITS OF CONSTRUCTION , ~ "I-_.'-'-~- - - - - - _~_-~--'-i'_. j'--~ i r r=1~~ ~rlr ~f , ~ ~
g ~ Q ~N~RGY' C~NTE~ I i T ;M; '~x ~xx ~ i - I I I I I I I I I I z ! I I I I A ~'t i s V1~ \ b I ' I AI ~ i 8 RIP-AAP APRON ~ ~.l..l,~: " o o , a _ o r
54 6 9 4 ® / f- .I ~,I ~•3 I I I i I I I , € ! ,~rilff/ i I, ~ x x x Y ~ I I I I I I I I ~A \titC~1 - y~~r ~ ` ~ ' ~ s
~ ® a I CURD INLET PROTECTION _ t ~ - _ - - ~ I ~ E' - - J. o jE~p + , , gg y \ \l V i i~
R - 4 I % !4 ( f ilu r ~ , , ® DROP/GRATE INLET PROTECTION r i I 1 i' i ! i _ 1
g ~ -
€ t +i ~ ~ ~ INSTALLATION NOTES: TRAIL
- 7 i ~ ~ ~ L CONTRACTOR TO COMPLY WITH THE STORM WATER POLLUTION PREVENTION PLAN ISWPPP! ~ ~ r ' i ~ I ( .61
~ B $ PREPARED FOR THIS PROJECT ALONG WITH ALL LOCAL, STATE AND FEDERAL l.~! - ~ , I - - { _ , ! REGULATIONS FOR $EOl1fNi AND EROSION CONTROL. ~ I I _ Y~ 4.. 9. Y.. mss" _....~J,. 1 T , to 6 C N W
`j ~M,. _ - _ 1 1 2. CONTRACTOR SHALL INSTALL ADDITIONAL SEDIMENT CONTROL DARRIERS AS NECESSARY - r _ e TO CONTAINAIICONSTRUCTIONSEDIMENTONSITE. ~ A s.-::~ -.-,~._;-~,^wr---_.-•-~-r ~~~.->1= -'^-.u.-:_-- ':y. - + a~ ;ri - - ~ W p d ~O O Ctav^m
~ . , 3. CONTRACTOR SHALL MAINTAIN ALL EROSION ANO SEDIMENT CONTROL BARRIERS DURING I~___~~ - _ _ r, 'a _ ' L d i 19 ~LLm
CONSTRUCTION. - - - , s . 4• ANY ACCIDENTAL RELEASE OF SEDIMENT FROM THE SITE SHALL BE CLEANED IF' BY THE } ' `r WS 0 i
, + i ~ 6 CDNTAACTOA. , ~ a " , i 4 ° ' ~ is f t r r i ly a ~ m a2S S Ll
1 ~ ',t 1 i ~d ~ ~ L 5. CONTRACTOR SHALL PROVIDE 0. iEMPORAAY GRAVEL OA1YE FOR ALL CONSTRUCTION - _ „ , r , ? R E ACCESS ONTO EXISTING PAVED ROADS. i ` ` , ~ , 35° 00'00" ° = m~a or SR
~ ; .r_ ; _ 6, CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL BARRIERS AT THE COMPlET10N OF M „ _ _ ~ , , 2w ~~Dn ~ ~ CONSTRUCTION, OR IF NECESSARY, AFTER ESTABII$HMENT OF PLANT INC. \ _ ~ ~ !,~li' 1 PLAN TRUE NORTH slDjR: «o - NORTH '=L
, ~a ~ ~ 1. EAATX CINVTAINMENT BERMS ARE TD BE LOCATED ALONG PERIMETER OF ALL AREAS OF ~ - "S,~ ~ ~ ~ j. 1~ ' , 7 TEMPORARY FUEL STORAGE ANO HANDLING, REa 8/CS.II. - / ,f 1 *U I f 2 s~
i Y 8 ~ o _ .p.. ~ ~ . I n LL rc B• ALL PERMANENTLY EXPOSED SLOPES SHALL BE STABILIZED AS PER THE GRASS TABLE, - - ~ uu
~ n RE. _
~ h~ 9• WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY TEMPOAAAfLY OR PERMANENTLY CEASES "2, _ _ ~ v . IN ANY PAATIC0.AR AREA, ALL DISTUR8E0 GAOUNp WHERE THERE MILL NOT BE - , / ~ ~:z S CONSTRUCTION FOfl LONGER THAN 21 GAYS MUST BE 1EIPORARILY OR PERMANENTLY '~'~r 1 ~y ,
~ i u SEEDED ANO MULCHED. , ) i ^ ~ /
10. DUST CONTROL SHALL BE PERFORMED DY iNE CONTRACTOR BY APPLYING WATER AS i /
g g ~ II. SEDIMENT BARRIERS SHAH BE PLACED ]MMEDIATELY OOWNSLOPE DF ALL STOCK PILES. ~ ~ _ .I - -A~ ~ '
~-r~ 12. ALL PERMANENTLY E%POSED SLOPES SHALL BE STABILIZED MITH A NATIVE SEED MIX. ~ ff ,I ? REFER TO C5.01 FOR PERMANENT SEED MI%. n^•'~ i~ i i ni SHEET
Y' ~'"m' ' 13. a~•£' SHALL BE USED FOR ALL ROCK OUIFALL EROSION PROTECT]ON. ~ EROSION AND SEDIMENTATION CONTROL PLAN ~ 8 i 0 100 200 300 400
n~ a 14. HAY BALE SHALL DE INSTALLED AROUND THE SLOTTED VANE DRAIN UNi1L THE CONSTRUCTION C5. 01 SCALE; I'=tOD' } IS COMPLETED. eo GRAPHIC SCALE IN FEET C5.01
~-'1 o`a'
Copyright © 2004 by Corter & Burgess,Inc.

R.O.W.
50' MIN.
° ~!'-YI' DG. STONE ° o o °o PLACE Ai LEAST ONE CW a 4r ° ON ITS SIDE IN EACH BOTTOM A N M ~ u-
s ° o 0 0o ROW FOA DRAINAGE I 0 0 ° - ° STONE TO WITHIN 2' ~ I 4 y da E2S. fit;
o°o ° o° N CKR1 BLOCKS DF TOP DF BLDGK$ C5.11 o p p ~ 0 c I' MIN.
50' MIN.
C5.11 ~4 AEBAAS (3' LONCI Ih' WIRE KESH 2'-3' DIR. OVER BLOCK ttEAN STONE /-ROADWAY GRADE TO PREVENT RUNOFF v
2:1 ~ 2;1 OPENINGS Z 0o EXIST, I e r a I I I I I ROADWAY FROM LEAVING SITE - s
FIOW ~b ,Q e' I I I I I O O 0 Op Op
s oR ID, I I I I DETAIL NOTES FLUME I I I I 1. A STABILIZED CONSTRUCTION ENTRANCE SHALL APPLY TO POINTS Cf CONSTRUCi1CN INGRESS AID EGRESS WHERE SEDIMENT MAY BE TRACKED
OR FLOM OfF THE CONSTAIICTION SITE. 2. A STABILIZED CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED TO FIUEI FILTER FABRIC
A MINIMUM LENGTH OF 50 FEET WHERE THE SOILS AAE SANDS OR GRAVEL OR 100 FEET MINIMUXI WHERE SOILS ARE CLAYS OA SILT. THESE LENGTHS
2 SECTION SHALL BE INCREASED WHERE FIELD CONDITIONS DICTATE. 3. A F[LTEA FABRIC SHALL BE INSTALLED BEFORE INSTALLING THE STABILIZED
C5.11 NOT TO SCALE 4. ALLSSUAFACENYATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL 8E PIPED ACROSS THE ENTRANCE.
z
1 FLUME INLET PROTECTION 3 STABILIZED CONSTRUCTION ENTRANCE a 4 SECTION ~ N
C5.11 NOT TO SCALE C5.11 NOT TO SCALE C5.1I NOT TO SCALE
STEEL OR W000 POST AT 10' OC IMA%.1 9
WOVEN WIRE FENCE 2'-3' DIR. CLEAN STONE C5.11 _ g
1MIN. 12U! GUAGE, MA%. 6' NESHI L + DISTANCE BETWEEN CHECK DAMS,
SEDIMENT FENCING SUCH THAT POINTS A ANO B AAE AT I EQUAL ELEVATIONS. 9' MIN
I ANCHOR FABRIC [N 6' X 6' z z TRENCH. BACKFILL d COMPACT II-1101 om o~ x°s iz a
~ II. ~IRI~ f S , , I ROUND LINE MIN. o o ° o °,o °o °o ° 0 2A' NAX Ir g~~:~t~ooe
rv I F~ fLOW TYP. ° ° . 00 0'. o M ° OD°De I~ r
~ _ ~I~ 8°° ~ o°ayoo oo FILTER FABRIC 1 00 boo 0 Z
° 11 ~ A ao° "°~0 u ~D F 11 ~ III °°o-------------- °0. O
o 0 a o 000 ~ p°p ~AO° ~ ' 111 B COMPACTED EMBANKMENT U) U ZZ
w a o, oo ovoa.. 0•.0 j1'lll I ° ' ° DETAIL NOTES °~•.D s I, CHECK DAN i0 HAVE 2' MINIMIRI TOP WIDTH. p~ a
2. 510E SLOPES TO BE AT 2:1. ~z x0
DETAIL NOTES: 6 CHECK DAM CROSS SECTION w co ' vt T
I. INSTALLATION TO BE PEA MANUFACTUAEfl'S RECOMlffN0ATI0N. 2. TO RE USED FOR TERMINAL EI?OS & PERIMETER SIDES. CS, 11 NOT TO SCALE ~0 o w
3. THE iW0 POST OPTIONS ARE (U W000 . I• X 2• DR 3• MIN. DIR. ~ HECK DAM IN SWAL E a EARTI- ANO t21 STEEL 1.33 LBS/FT.MIN. 8 EARTH CONTAINMENT BERM 3 w
C5.11 NOT TO SCALE U =
5 SEDIMENT BARRIER ES•" ROCK X5.1, NOT TO $Cl 0 LL_
C5•" SEDIMENT FENCE Nor To scALE NOT TO SCALE
Z O
F__
FINISHED CRAOE ENVIRONMENTAL OVERLAP TRENCH WITH BLANKET TEMPORARY a U.) F- J
BLANKET OR MAT 6' OA MAT AT DOWNSTREAM END. MIN. PLYWD00 CAP Z Q w F-
TEMPORARY ~I INLET, STAGE ONE 1 - PLYWOOD CAP 11~ IBII :,8 I 1 0 0
7iCil S J 0 J
~ FINISHED GARDE z I O Cc
COMPACTED BACKFILL TEMPORARY _ I BACK ILL . I- I STORM DAAIX ~ STORM DRAIN STORM DRAIN
FOR NAT USE Y16' % IB' INLET, STAGE ONE I I PIS I plpE METAL PIN W[TH IU1~ -III-III I ~ PIPE 00
WASHER SPACED AT 5 MAX. i FOR BLANKET USE 'U' SHAPED STAPLES WITX 6' LEGS Z;5 0 O
AND I' CROWN SPACED AT \ ~ 4' MAXIMUM. ^ ~ w

DETAIL NOTES: I.INSTALLATIDNTOBEPEAMANUFACTWiEA'SRECON+ENDATION. ~Q CURB INLET PROTECTION (STAGE ONE) CURB INLET PROTECTION (STAGE 0
2. i0 8E USED FOR tERMINAL EImS d PERIMETER SIDES. (STAGE ONE)
C5•" ALTERNATIVE ONE ~5•" ALTERNATIVE TWO g ENVIRONMENTAL BLANKET & MAT NOT TO SCALE NOT TO SCALE
C5•" ANCHOR TRENCH DETAIL
NOT TO SCALE
2'-3' DIR. CMU BLOCK y UE
CLEAN STONE INLET O O p o ° W a ° o ° O° O° ° O o `a CN°nm O o N g
o, 111U BLOCKS = p « o! m S € r o
3 WRAP ROCK o a C5.11 WITH WIRE CMI BLOCK O O O°° ry c~ `o m 2 ip a m t
3 6'TO MESH RETAINING BOARD M N B• 2'-3' DIR. INLET, STAGE iW0 C5.11 P m CS•il •4 REBARS t3' LONG) L 000 t ' °o
3 CLEAN rc STONE a ~~-nn s ai tlgR 2.1 m! DRAINAGE 2:1 c~tj
I E ' FILTER FABRIC _ O • AF STRUCTURE 2 ^ - Y o 1. o i
1' MIN TYP. MIN. o' ° v 2 0 0 V UU ® O p jo,
C n 6' TO 8'
w ~ RETAINING 6 BOARD l2'%M' MIN.1 I INSERT iHRU CMI BLOCK HOLE o s o °°o00 ><t'-3/4' OIA. STONE
o 6 ~ CURB ° R a> o 0 0 p°O e -
~ =m s (2 CURB INLET PROTECTION (STAGE TWO ° ~m ~ O ,y O °
~`A ~ C5.11 NOT TO SCALE
~ ~ ~ ~ DETAIL NOTES:
gi i. WIRE MESH WITH In' ~ENINGS SHALL BE USED TO WRAP THE FILTER ROCK. L 3 SECTION 1 q GRATE ~ ' a 2. STONE SHALL BE PILED AGAINST THE WIRE SO AS TD ANCHOR lT C5.11 NOT TO SCALE l4 GRATE/DROP INLET PROTECTION SHEET
~ ~ 7 AGAINST THE CMU BLOCK. C5, I I NOT TO $C. y~ R$ u 3. IF THE STONE iILTER BECOMES CLOGGED WITH SEDIMENT SO THAT CS.iI NOT TO SCALE
~ ° i Ii NO LONGER ADEQUATELY PERFORMS Ii5 FUNCTION, THE STONE MUST " S a BE PULLED AYAY fROM THE 110.ET, CLEANED ANO REPLACED. C5.11
~_eo ^ A'.
3iOC Copyright © 2004 by Carter & Burgess, Inc.

DRAWING NOTE=°N
I. PAVING AND GRAVEL DRIVE SECTIONS W w DETAILED ON C7.01
DRAWING LEGEND:
® EXTRA HEAVY DUTY CONCRETE PAVEMENT
® HEAVY DUTY CONCRETE PAVEMENT
LIGHT DUTY CONCRETE
GRAVEL DRIVE
\
~~j/ ,"~y E%TAA NEAYY _r J~ ~ .f i DUTYCONCAETE ~JY""'""...`..~. J/, ` / v'// , Vii,!/ HEAVY DUTY z
' "`.r,L. _".!.L. .._.::":._C~.LLc~u__ _.~L..'_.;.!, . CDNCRETE XTRA A Y E HE V 6 1K EXTRA HEAVY
DUTY CONCRET DUTY CONCRETE
i
N
' - - o
74.24' n N
XEAYY DUTY ~ ~ ~ ~ CONCRETE i i i I f I I f I ' I i 24' 1 mt O Z
®~_._.I_._~._. (80' t s I 4 I i i ~ I
_ _,_~_._~._.-._.i_._._.~._.~ ._r_._:_.
~ ,f ! I I i I I I 1 1 I l i l z
.,r -I-' f'--I - - f-'I --I- 80' 90' S0' 90' S0'
i { I I I f f I i { HEAVY DUTY u) U CONCRETE z z
I i F 1 I I I ! i -I _ I i ! - - T ~ i ~ ~ - - Q
r I I i I aXZ
x ) ~ I I I .T. ~ . ~r- 25 w o cr
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I ~ u ~ -'-i'- - - - - - - - '-i- ~ ~ ~ . c) LL
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d 6 d 1 ! 3 i 1 I i I I I Q
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.t - - ~ 1 t~}~ f~ ~~ni a . t t I ~ ~ << h ~ # t t + J
i I I I i I I 1 I I I i I 1. ' BUFFER I i i~ ZONE ! i ' - i-' - - - - - - - - - - - - - - - - - - i ~ iii CAAVEL > t I t i i I" I. '1' -1- -T 7-T. .T. ~ ~ ~ ~ ;~~„~'~~I'~II J Q GRAVEL
) ~ u~. i is iiiiiu' iiiin~i UCHT OUTY 1 l I I I I I I I--L'~'-'~~-~~'--~~--~'-'~'~~-'~--~.~~~~„~~~,uE~,;,~~~~~~.,~~~1~~.~~i~~~~~~~~~~~~~~~~i~i~~~ .CONCRETE ww
nui~uu :~ttiiuiuuunuui i;ii" uii F- 0 z
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~ I I I I I I I I ! I i I I I I I I I I ~i~iiu~~i=.-~ ~i~~~iin~~~ii~iiiiniiii"'~'~nui a n ~ _;iiiin nu ~uu~~ Hill iiiini i~iu~i w
~b ~-'I---;--1-'-I-'-1-~-'~-- -~'-'~~-'7'--T---1--'1'T---~~- :,',.;:,-~~":iiF,~~r~~iiiiiiiiltl~liiini ~ i i i i i i i i ~ i i i i i i i i ,~,.r:;,~~~~,~~~~~~~~~~E~~~~~~~„~~~~~~~~~ J Q
I i " I i~i~ri~iun~~i~ni 5 5 i~~i i~iiiiiiiiiiiiii Y Y e - 7~'.:. _ - _ i~niuii F~~,~~n~:i ti~i u~i iii ~~~n ii iiiiiiiii
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~ ~ ~ ~
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III ~ ~a 3~i i > > Z > ?">S i > °m 2 L N
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s =
t o ~o3G n Z c ~`tX CC
g 16 35° 00'00"
z W E co®a jR i
R 9 PLAN TRUE NORTH uz" to NORTH
Q N
C ~ 1 u ~ uu i a
S ~ ! w O 9 ll~ a.
- t op~ p C, c
9 °m x u n
on ~a c c a x
~ ~i 3 ~ Si t z
~-g~ 1 OVERALL -ALTERNATE PAVING PLAN i SHEET o
n~ C6.01 SCALE: i' 100' n °u 0 100 200 300 400
i .r e ~ f GRAPHIC SCALE IN FEET C6.0 2
$zeO s^n 0 3 i
~i~¢ CoDyr*,ght © 2004 by Carter & Burgess,Inc.

0/1' REFEA TO REFER TO 8/C7.01 SAW JOINT w r , us
REFER TO 8/C7.01 SAW JOINT D/1 REFEA TO a/CT.01 D/4 REFER TO 8/C7.01 ANY ADJACENT BUiLOIxG V[ LENGTH i0 TEXT OR FI%EO OBJECT JOIN1 IS'NI N.1 D/4
° o REFEA TO B/CT.01
D/1 ° d d.• .d d , e d e• •e n
e r 7 ° ° d . • 7' 7' DOMEI CAP ~ , I d .
'e P PREMOLOEO REMOLDED FIBERBOARD IB' IB' FIBERBOARD YI' x 14' SMOOTH DOWEL BARS ~
>/1' x 14' SMOOTH DOWEL f 18' OC ° •5 x 36' OEFDRAffO BRAS B IB' OC COATED WiTH TIE BARS ! 21' OC CREASE OR ENGINEER APPROVED
PRATING COMPOIWD
~ LONGITUDINAL CONSTRUCTION 2 DOWELED EXPANSION JOINT 3 LONGITUDINAL CONSTRUCTION JOINT 4 THICKENED EDGE EXPANSION
5 - JOINT WITH TIE BARS DETAIL - DETAIL "DE"-JOINT - & TRANSVERSE CONTRACTION JOINT - JOINT DETAIL "E"-JOINT - DUMMY JOINT DETAIL
"L "-JOINT "or To scALE DETAIL 'L T"-JOINT NOT TO SCALE "S"-JOINT
NOT TO SCALE NOT TO SCALE NOT TO SCALE
v ~
SAY JO]Ni MIDTH
D/4 REFER TO B/C7.01 8/C7. 01
i REFER TO 8/C1.01 ~ s 41' RAOlUS TYP ~ x D ~ ~ ~
REFER f0 B/C 7.01 D/q 7h• w OOW CORNING 890 SL SEALANT ° SAW JOINT ° ; APPLIED PEA MANUFACTURER'S ° -A- o - o
0/4 0/2 d . d d d d d • d RECOMLExDArloxs. D D D• D z
° ° < JOINT (ACES SHALL 8E CLEANED PER • . . d d d ~ d d • ~ d ~ SEALANT MANUFACTURER'S e d d
° d AECOMENDATIONS ANO ARSOIUTELY 7' 7' d ~ , d • d DRY WHEN SEALANT IS PLACED. T VI N Y6 e m s N< 0 3
I/4' x 14' SMOOTH DOWEL ttOSED CELL POLYETHYLENE ~ , IB' 19• ° BARS t IB' OC FOANBACKUP AOD - AOD SNAIL YI x 14' SMOOTH T' T DOWEL BARS a IB' OC mN W ' SMOOTH ° $ g 2S a 18' OC o 0 0
BE CIRCULAR WiTH DIAIETER IA' GREATER THAN SAW JOINT WIDTH. •5 x 36' DEFORMED V2 LENGTH TO NEXT JT. 41 LENGTH i0 NE%T JT.
TIE BARS ®24' OC E%PANSION JOINT MATERIAL (5' XTN.) t5' MINJ OR CONTRACTION CRACI(,
z 0
DETAIL NOTES: 9 ALTERNATE KEYED LONGITUDII
I.WIBN PLACING SEALANT IN E%PANSION JOINT, POLYETHYLENE BOND BREAKER TAPE SHALL OE ON TOP OF THE PAEMOLDED CONSTRUCTION JOiNT & TRAN~ .ONGITUDINAL co z
EXPANSION JOINT IN LIEU OF BACKUP ADD. T & TRANSVERSE a X z W
6 DUMMY JOINT WITH r THICKENED CONSTRUCTION JOINT a JOINT SEALANT DETAIL CONTRACTION JOINT DETAIL " DETAIL "LT"-JOINT o
NOT TO SCALE NOT TO SCALE - TIE BARS DETAIL - DETAIL 'T"-JOINT - 1 ~ T oC
"Si"-JOINT NoT TD scALE 0)
NOT TO SCALE CDZ 3 W
TYPE THICKNESS DESCRIPTION ALTERNATE fOR RCC E%TRA xfiAVT Durr 3U1• HOT NI% ASPHALT SURFACE COURSE U= 0
TYPE THICKNESS DOCK APRON DES IP HEAVY DUTY PTANDEARDISPECIFI~TIONS 'O. T. U-
oNLV CR TION THICKNESS DESCRIPTION IVt' s 6* AGGREGATE MEETING N.C.D.O.T.
E%TRA HEAVY DUTY 12' - INAEINFOACED PORTLAND CEI~Ni 12• ACLLER COMPACTED CONCRETE IS TO LIGHT DUTY 2' CONCRETE WI Tx A 4000 PSI BE UTILIZED AS AN ALTERNATE HEAVY DUTY 9' B' COM°RESSiON STRENGTH AT 28 g• PAYING METHOD [N ALl AREAS E%TRA IBAYY DUTY IV!' XOT NI% ASPHALT BINDER CWRSE SECTION 520, COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM ~ DRY DENSITY (ASTM D-1557). _
DAYS EXCEPT AREAS CURRENTLY PER SECTION 610 OF N. C.D. D. T. d ~ d ~ d L[GHi DUTY 5' _ 5' DESIGNATED xEAVY DUTY CONCRETE HEAVY DUTY 1' STANDARD SPECIFICATIONS Q
Q ~ ADJACENT TO THE BUILOIMC AND DOCKS •d . D D D E%TRA HEAVY DUTY 6' - AGGREGATE MEETING N. C. D.O. T. 6' AGGREGATE MEETING N.C.D.O•T. L[CXT OU1T N/A ° 0~ O O W 0 0 0 0 C7
• 0 0 0 STANDARD SPEC IFICAifDN SECTIOIR STANDARD SPECIFICATION SECTIINI xEAVY DUTY 6' 3~t' 520, COMPACTED TO 95% OF S' 520, COMPACTED TO 95% OF EXTRA HEAVY DUTY 6' AGGREGATE MEETING N. C.D.O. T. MOD [PIED PROCTOR MAXIMUM NODff1ED PROCTOR MAX[MM STANDARD SPECIFICATION SECTION 520,
LIGHT WTY 6' - DRY DENSITY IASTM D-15571 S' OAT DENSITY IASTM 0-15511 HEAVY DUTY 6' COMPACTED TO 95X OF IKIDIFIEO PROCTOR MAXIMUM I- L- 6' SUBGRADE COMPACTED TO AT LEAST z O 987 OF THE MODIFIED PROCTOR MAXIMUM W
SUiGRADE COMPACTED TO AT LEAST GRADE COMPACTED TO Ai LEAST LIGHT DUTY 6' OAY DENSITY IASTM 0-15571 fIITER FABRIC 98'Z OF MOD IFIEO PROCTOR MA%I 8% OF MDDIftED PROCTOR MA%IM1N FILTER FABRIC DRY DENSITY (ASTM 0-1557) AT A MOISTURE CONTENT WITHIN t3% OF OPTIMUM Z r
ALL 30' 30' DRY DENSITY USTM D-IS57) AT A 30' Y OENS]TY IASTM D-15571 AT A SUiGRAOE COMPACTED i0 AT LEAST 98% MOISTURE CONTENT yITxIN i3% ISiIAff CONTENT WITHIN 33X Of MODIFIED PROCTOR NA%INUN DAY OF OPTIMUM MOISTURE OPTIMUM MOISTURE ALL 30' DENSITY IASTM 0-15571 AT A MOISTURE MOISTURE. W
CONTENT WITHIN i3% OF OPTINIM - O W w
ALL ENGINEERED FILLS BELOW All ENGINEERED FILLS AELOW MOISTURE ~ ~ GR A 30' UNDER AGGREGATE BASE 30' LRRDER AGGREGATE BASE ~•A All ENGINEERED FILL VARIES VARIES SHALL BE COMPACTED TO AT VARIES SHALL BE COMPACTED i0 AT ALL ENGINEERED FILLS BELOY CT.O1 NOT T( 12 GRAVEL DRIVE SECTION 2 C=/)
LEAST 95% OF MODIFIED PROCTOR LEAST 95% Oi MODIFIED PROCTOR 30' UNDER AGGREGATE BASE MAXIMUM DRY DENSITY MA%IM1M DRY DENSITY AlL ENGINEERED FIL VARIES SHALL RE COMPACTED TO AT C7.01 NOT TO SCALE -
LEAST 95X OF MODIFIED PROCTOR NA%IMIM DRY DENSITY W F-
u~
~p CONCRETE PAVING SECTION ASPHALT PAVING SECTION C7, 01 NOT TO SCALE C7. D1 NOT TO SCALE
I° z wlo
I' STYROFOAM INSULATION BY BC <Im
14' AGGREGATE MEETING SECTION 520 I OF THE NCOOT STANDARD SPECIfICATfONS ~ COMPACTED TO 95% OF MAXIMUM DRY DENSITY
IASTM 0-15571 - BY CFC BC TD RESTORE AfTER ~ y Eo
FOOTiNG PLACEMENT . 6' SLAB AND 10P 3' ~ - ~ ~ AGGREGATE BASE - RY CFC TYPE y •o .z TYPE THICKNESS DESCRIPTION ~ =y
a W ~ .gyp ~ EXTRA HEAVY DUTY 10' UNREINFORCED PORTLAND CEMENT $ 2-9
PAVEMENT ANO BASE EXTRA HEAVY OUiY OR TOPSOIL BY SC BOTTOM II' AGGREGATE MEETING SECTION 520 ASPXAL T, GRAVEL OA ' ' OF THE NCDOT $TANDARO SPEC IF ICAiIONS HEAVY DUTY CONCRETE WITH A 4000 PSI r m - S n HEAVY DUTY 8' COMPRESSION STRENGTH AT 28 m°C « r
UNPAVED SURFACE. ~ COMPACTED TO 98% OF MODIFIED PROCTOR ' ~ MAXIMUM DRY DENSITY IASTM 0-1551) - BY SC d d ~ d LICHi DUTY DAYS y o I'M o ` o LIGHT DUTY 5'
CONCRETE PAYEAENT _ _ _ _ _ _ ~ - ~ ~ G 3 0 J I D • D E%TRA HEAVY DUTY <`c 51=1 CEMENT TREATED AGGREGATE a O m a- LL EXTRA HEAVY DUTY 6' ' c E BASE WITH 4X TYPE I PORTLAND •C a •a c
b ~ b d d d , d 2 L[N[T OF YORK • 0 0 0 HEAVY DUTY HEAVY DUTY 6• CEMENT BY WEIGHT MEETING 1` c o a t°p COOT SECTION 520, COMPACTED
~ ~ , d . •d d ° SUBCRAOE ~ ~ _ ~ I BY SC 8 ~ ° °p ~ SC COMPACT IH llfi5 6' SLAB LIGHT DUTY AND CUT RACK ON 2•I SLOPE. TO 95X OF MODIFIED PROCTOR d f o n LIGHT DUTY 6' MAXIMUM DRY DENSITY(ASTM 0-1557) o U m
~ 5 ~ 2' BASE LEVELING COURSE BY CFC t; UBGRADE COMPACTED TO AT LEAST .2 98% OF MODIFIED PROCTOR MAXIMUM v
m ~ BACKF ILL AND COMPACTION ALL c ~ 6' AGGREGATE AEETING SECTION 520 BY BC OF THE NCDOT STANOAAD SPECIFICATIONS ALL 30' RY DENSITY (ASTM 0-1557) AT A c c ISTURE CONTENT WITHIN t3% u° ° F OPTIMUM MOISTURE
a w 5' COMPACTED TO 9B% OF MODIFIED PROCTOR 6 - MAXIMUM ORY DENSITY IASTM 0-1557) TOE OF SLOPE COMPACTED FILL CEMENT STAOILIZED W/ 4% TO T/. PORTIAIA ALL ENGINEERED FILLS BELOW
o BY SC CEMENT - BY SC 30' UNDER AGGREGATE BASE ALL ENGINEERED FILL VARIES SHALL BE COMPACTED TO AT
a" 6, ALL ENGIREERED FILL ~ - _ I3 THICKENED EDGE OF PAVEMENT DETAIL ALTERNATIVE SLAB SECTION 30 LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY
- ADJACENT TO ASPHALT PAVEMENT, da
p~ GRAVEL ACCESS DRIVE AND UNPAVED AREAS 1q GRADING WORK AT FOUNDATION ALTERNATIVE CONCR ?E CONCRETE PAVING SECTION
~ o W NOT TO SCALE , 5 o - NOT TO SCALE CT, 01 NOT TO SCALE
:`R SHEET
u° z nb a C7.01
.f s°!mo ;'-a
~S~C
Copyright © 2004 by Carter & Burgess, Inc.

B. ~5. V11. NUI„ ~ IIIH
a
P I I -B O o~ ` ~ did W r b N f ~r:o
4' YELLOW INTERIOR STRIPING
AT 2' OC, TYP. 4' YELLOW 3'R STRIPES T 0 o.
55' 2' R 10' R YELLOW REFLECTIVE TRAFFIC PAINT, TYP.
WHEEL STOPS
MANOOOA STRIA OR COIIPACTOA - BY BC _ SECURITY FENCE SECURITY FENCE
w r FB 9 YELLOW REFLECTIVE [pryP REFLECTIVE 416HI STOP SIGN PAINT IW REFLECTIVE CPH IC PAINT
il' die' _ TRAFFIC PAINT E TYPICAL LOADING I
DOCK OOOA I TAAFF IC LANE f EDGE OF PAVEMENT N
w I ~ 10'R q• YELLOW INTERIOR 3 R iRAFF IC LANE PC 1'~ > 4' YELLOW STRIPES (TYP) 2'R STRIPING Ai 2' OC 1, pC I.5'
~ REFER iD OETpIL NOTES 2'-8' TSTOPSTL TSTOPSTOP s STCPH stcN
~ 55' 100' T~ 70' ~ - 7' -4'
m i ~ ~ .
4' YELLOW i ~ STRIPE g
~ TRAILER PARKING STRIPING DETAIL 2 ASSOCIATE PARKING STRIPING DETAIL P
- NOT TO SCALE - NOT TO SCALE 1 I 6'-4' ~•STAIPEW I'-2' YELLOW REFlECT1YE :LLOW 1[PE EDGE
TRAFFIC PAINT, TYP. OF PAVEMENT
AT GUARDF AT GUARDHOUSE AT STREET INTERSECTION
DETAIL NOTES DE I. SINGLE DIRECTIONAL AAROK SHALL DE PAINTED DETAIL NOTES: - 1. STOP SIGN MUST BE UTILIZED IN CONJUNCTION
ON THE TRAFFIC LANE CEHTEALINE. i• PORTLAND CEpfNT CONCRETE 2. DOUBLE DIRECTIONAL ARROWS SHALL BE PAINTED W[iH A 4000 PSI COMPRESSIVE 6' $YpSEIAICALLY ABWi TRAFFIC LANE CENTERLI~ WITH EACH STOP BAR SHOWN ON PLAN.
STRENGTH AT 2B DAYS 10rg' A DISTANCE OF I/6TH THE TAAFF]C LANE WIOTN 2• B, FROM THE CEHTEALINE. 2. STOP BAR SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA D.O.T. SPECIFICATIONS AND DETAILS, LATEST EDITION. c o - s
IR. A 1~4' 4 STOP BAR DETAIL
ASPHALT PAVEI£NT SLOPE 4 S~ • IR• R 3 DIRECTION ARROW DETAIL e - g«oic 'aaoo - NOT TO SCALE
d ~ ~ $L~E - NOT TO SCALE NO 'd PORTLAND CEMENT CONCRETE e ' 7•R d •e W[TH A 4000 PSI COMPRESSIVE ~ e ~
• STRENGTH AT 28 DAYS ~ Z O
e ~ TR • z e e ' . ~ ~ ° ~ REFER TO ' co U
e e. ~ e io PAVING e~ ~ e ° m DETAILS ~ ~ ~ c ~ REFER TO QZ
C7.01 e ~ ~ a • e a PAVING DETAILS a~ X O
18' Ci.01 COLD JOINT WE W 6)
CURB AND GUTTER DETAIL INTEGRAL CURB DETAIL OW
(ADJACENT TO ASPHALT PAVEMENT) (0 Z
12' PORTLAND CEMENT CONCRETE 3 w
WITH A 4000 PSi COMPAE551YE 91R' 57/4' PORTLAND CEMENT CONCRETE Ili6' 9U4' STRENGTH AT 28 OATS. WITH A 4000 PSI COMPRESSIVE U r
B' STRENGTH Ai 28 DAYS q`~' t4 BAA CONTINUOUS E%TERIOR FOUNDATION PALL •4 BAR CONi1NUWS ~ ~Q• SLOPE e6 BRAS AT 24' OC LL_
•6 DAR fl 24' OC THIS BAR MUST BE THIS DAR MUST BE PLACED AT PLACED AT THE TIIE DRILL & EPOXY
6' R. D A,, ~ THE TIME PAVING SECTION IS ° 'e PAYING SECTION I$ AGGREGATE !FETING SECTION 528 OF 3/4• POURED OA DRILLED AND POURED OR DRILLED THE NCDOT STANDARD SPECIFICATIONS, ~ - RE: 8/C-B DOWEL BAR RE: 8/C-6 J
SEALANT D ~ m GROUTED-IN AFTER THE PAVEMENT D,A AND CRCUTED-IN AFTER ' ~ p IS CURED, BARS NOT AEOUIRED a THE PAVEMENT I$ COMPACTED TO 95X OF MODIFIED TYP. D D THEN CURBS ARE TO BE d d e CURED, PROCTOR MA%IMAI DRY DENSITY _ _ _ _ _ _
INSTALLED WITH SIDEWALK -BY BC USTN D-15571 - BY SC d .G e e e ~ d v w
D ~ D n ~ D W d~ e~ o z _ GEOTE%TILE ' a- REFER TO ' ~ ~ FABRIC d ' • d ~ " ~ L D G_. _t 0Ce)
D ~ D^' ~ PAYING DETAILS ~ .e • e . e s 1 '0 ~ ' a' 1 - / 9, 9. C7.01 _ REFER TO \ 9• LL_ EXIST. CONC. PAVEMENT Z O
COLD JOINT PAVING DETAILS C1.01 PREMOLDED w CV FIBERBOARD ~Ej
MOUNTABLE CURB DETAIL 12' CURB AT COMPACTOR DETAIL W •6 x 18' DOWEL
BARS ! 18' OC Q w W
6 BUFFER ZONE 7 DOWELED CO' 5 STANDARD CURB DETAIL _ VEL ED CONSTRUCTION co
CT.D2 NOT TO SCALE C6.01 NOT TO SCALE J 0 I NT DETAIL NT DETAIL w
C6.02 SCALE) NTS C2.14 NTS
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13A* DD GATE POST
3 STRANDS 'BARBED WIRE ~ GATE POST PLUNGER ROD d,.x•`~""•••.a„ WITH LOCK- _ _ABU- 1ATCM L _ __7•.
TOP AA II LOCK REOUIREO. - - `oa v sd
~--x- W w :o
BRACE POST
TURNBUCKLE STRETCHER BAR "'•^""'O",,
3 BARBED VIBES CORI~R POST ~ RACE OR ENO POST ^ TURNBUCKLE
~ TOP AAIL LINE POST TURN&1CKl i RAIL
a POST STRETCIffR BAA TEXSIOF MIRE Io LL 6' FENCE FABRIC PULL POST BOTTOM RAIL
~ TENSION MIRE ~9' ROO ' AOD STRETCHER
SECUi~ Ep AREp PUBLIC AREA BAA TENSION WIRE 34'R00
FINISHED CRATE ~ .b ~y~r_^ ~ ~ ~ ~ ~ H ~ ~ ~ a ~ BflACE POST ~ I 1 r-~
o s o B'TH ICK X IB'W[DE CONC. ~ ~ ~a° ~ a = i a n BEAN N/ 2 W1 BARS AND )E CONC. JS AND °a
a ~ ~ Uz ~ > > FINISHED TLE BARS AT IB' I 0.. ~ ~ ~ a i CFLADE (FOR GRAVEL DRIVEL la-`-'I IE 1 a v
iv CONCRETE, TYP. ` is M o0 ..o na P i; c o 2' ID % IZ' LONG PIPE FOOTING AT E GRAVEL DRIVE
I'-4 I' ~ I ~ I 12 AT GRAVEL DRIVES Dla. DIA. 01A' DETAIL NOTES DIA. 2' :L DRIVES 12' AT GRAVEL DRIVES
I. MAXINIIM SPACING BETWEEN PIAL POST DIA. DIA.
AND/OR COINER POST [S 300'. 3LE SWING GATE AT
! SECURITY FENCE SECTION 2 SECURITY FENCE DETAIL Z SEE SPEC IFICATIONSEFaAEPOSiNSIZESTS 3 DOUBLE SWING CT. 03 NOT TO SCALE - NOT TO SCALE 3. THE AREA UNDER tHE FENCE SHALL BE CZ'13 GRAVEL FIRE GRADED TO A SMOOTH AIO UNIFg2M (EL FIRE ACCESS DRIVES DETAIL
GRADE WHICH WOULD ALLOW FOA A MAXIMUM OF 2' BETWEEN THE BOTiOX C2. 14 NOT TO SCALE OF THE FENCE FABRIC AND THE GiDIW10. KALE
4, PROVIDE STOPS TO HOLD GATES IN THE OPEN POSITION. _ d
5. L[IE POST NAT 8E OAiVEx IN LIEU OF CONCRETED IN PLACE A$ A BIO
ALTERNATE.
LENGTH (U
(SEE PLAN) FACE OF BLDG, SPACE POST ! 10' MA% aW<i<
AT FIRE PIBP ROUSE 24' % Z1' OCTAGONAL RiOVIDE E%TRA LENGTH STOP SIGN Ik'ADIWO POSTS AS REOUIREO. GATE POST WITH IQ' WROUND PLATE WELDED 1/4' WITH 'N s X 4' ROUND PLATE
HEADER S 12'XIB' .080 STANDARD UNIVERSAL HA~~;Lp7ICAP PARKING HEADER STUD z
~ SIGN WITX 2-'Jtl' DIA, CADMIUM 6' STD. T 7, O 6' STD. STEEL 6' STANDARD STEEL PIPE FILLED WITH PIPE PAINTED WITH o (n
S T 0 P BOLTS, NUTS ANO LOCKS. PIPE FIL - HINGES THIS SICK TYPICAL AT EACH CONC. F HANO]CAPPED PARKING SPACE. YELLOW F CONC. PAINT WITH YELLOW REFLECTIVE F Z Z YELLOW REFLECTIVE TRAFFIC PAINT
TRAFFIC lit' FI00 AND IURNBUCILLE BRACE AEOUTAEO FDR 8' STANDARD 'VAN-ACCESSIBLE' SIGN TRAFFIC PAINT Q a~ Xz
BOTTOM AAIL, REOUTAED AT YAN ACCESSIBLE, 190' W PIPE GATE AT FIRE PUMP NOOSE. PARKING STALLS ONLY FINISHE[ FINISHED FINISHED W O
LOCKABLE LATCH 2' DIA. GALVANIZED GRADE TENSION WIRE < BRACE W LOCK AEOUiFED STEEL POST GRADE GRADE r
W BRACE POST 4
~ e 10 STRETCHER BAA - ' 6 Y " m ~ TENSION WIRE 3 w
V 1/1' ROD FINISHED GRADE MIN. 401 STEEL APIPE I MIN. 4000 PSI MIN. 4000 U
ARt ~ COXCRETI CONCRETE PSI CONCRETE V LL
r FOOTING NOT AEOUIRED ~ ' I '~1 ,I BOTTOM OF FABRIC AT f IRE PUAP HOUSE
PAVEMENT SLAB Fai POST NE%T TO FACE iw „ - Of BLDG. r 1000 PSI CONCRETE I'-6' "v DIA. I •6' • . I -6' CA DIA DIA.
I. _1. J
~ DETAIL NOTES FABRICATE FROM 1.90' 00 PIPE, GALVANIZED STEEL. ASSEMBLE BY 1'-1 io DETAIL NOTES t. BOLLARDS i0 BE INSTALLED AT NOTES= < S TO BE INSTALLED AT DETAIL NOTES:
B' 5 SPACING UNLESS SHOWN DTHERI MELDING DA WITH WATEATICHT FITTINGS. DId. I AP PARKING SIGN SHALL CONFORM WITH 2. BOLLARDS AT ENERGY CENTER NOT DETAIL NOTES I. Xaeotc Y CURRENT STATE ANO LOCAL CODES ANO REGULATIONS. ASSOCIATED WITH %FIAT PROTECT II IS AT EN CENTER NO UNLERGYESS OTrHEERWISE. 1. SPACING SHALL BE 5' O.C. W cv) TED WITH XFMR PROTECTION UNLESS OTHERWISE SHOWN
I. All FENCE CRATE LOCATIONS AND LENGTH i0 BE FIELD VERIFIED. Dip, SHALL 8E B' o E%TENDING 5' ABI E 8' a EXTENDING 5' ABOVE FG. LL ZO
4 FENCE GRATE AT DRAINAGE 5 PEDESTRIAN GATE DETAIL 6 TYPICAL SIGN MOUNTING DETAIL T BOLLARD DE LLARD DETAIL 8 REMOVABLE ui
C HAN N E L CROSSING - NOT TO SCALE - NOT TO SCALE - NOT TO SCALE ro SCALE - BOLLARD DETAIL >LL1
NOT TO SCALE ~ NOT TO SCALE O W Er W
d =
W F-
cn
SYB' DIA. HOLES W/U!' DIA. % 10' LONG
ANCHOR RODS GRg1TED fN10 PAVEMENT. ~ Q FILL NiEEI STOP HOLES WfiH SEALANT. CT, D3
SIDEWALK BY BC Z. FACE OF BUILDING TYP PAVEMENT BY SC
Z N'
z PRECAST AEINfOACEO PRECAST REINFORCED H ~a s
I q I 6' LONG WHEEL STOP ~ ~ B' LONG WHEEL STOP 3 13, mF 3, I 3, 15' MIN. HEICHTI ¢ 1, A, IS' MIN. HEIGHT) w °
m 2' I I B TYP, m 1.1„n° ~ `g 3F
' 6' ' 6' 1' STRIPE 9 C O t m , L a V LL L tUS O
EIX1AL ~ EQUAL EQUAL ~ EQUAL PARKING STALL 0 m~ LL r ~
TYP, ~ 8 HAIR !CAPPED o ma~~ of -
X 8 PARKING STALL 4' STA IPE B' M[N. _E , n
F TYP FILL WITH SEALANT ~ Z 2-~5 BARS x
~ 3 HANDICAPPED AREA TRAILER AREA PAVEMENT N a V dv
DETAIL NOTES
a ~ I. REFER TO LAYOUT AND DIMENSION PLAHS FOR PARKING OR [LL Ih' HOLE STALL DIMENSIONS AND DIMENSIONS OF WHEEL STOP IN PAVEMENT FOR ROD ~ - FROM PAVEMENT EDGE OR FACE OF BUILDING.
3 c F 2. WHEEL STOPS NOT AOJ0.CENT TD BUILDING SHALL ANCHOR ROD ~ ~ BE PAINTED YELLOW.
~ y_ Ut' DIA. % 10' LONG ~ Wm
" P DETAIL SECTION ~ 9 PRECAST CONCRETE WHEEL STO !0
~ - NOT TO SCALE CT.03 NOT TO SCALE a
~ 8~ a SHEET [
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3i~o: Copyright © 2004 by Carter & Burgess,Inc.

_
_ _ _ _ R _ x a ~ e~ _ _ BENCH MARKS: _1- TOW-,CAP-$_ ..aRON:-ROB M1-TM CAP
21544.44 ~ ~ N t4 43 E 9184.41 S BI .41 ~ ~ 6 CORNER N 21102.21 oa b,,r E 9622.15 ELEVATION 488.78 W r
~ N CORNER N ~ f W 2. TBM - CAP 9, 4' IRON ROD WITH CAP • °d v,2'
a$ 21454. T8 E 8 E 9094.4 COIBER N 20977.38 •tia r,b E 10436.94
s N 21424.21 i 8 g S E 9310.28 ~ k II q CORNER y+. ELEVATION 490.84 3. TBM - CAP 11, 54" IRON ROD WITH CAP
y y y N 21472.43 E 9112.41 ti~'• N21~413R4 N 20222.19 E 11115.25
~ q CgiNER E 9528.582 q CORNER N 21442.71 N 21364,40 I ~ ~ ~ ~ E 9106.36 N 21~J29A7T 1 E 10713.57 ELEVATION 477.97 '0 BMsI BENCHMARK INFORMATION FROM SURVEY
~ ~ ~ £ 3 q q q E 9669.65 '7 AT NCGS MONUMENT 'VANCO' N 23021.07, E 11203.26
i ' N 21~SIB. 05 q CINtNER i N 21274.89 C CORNER ELEVATION 513.07 1 21274.89
E 9460.2A E 10771.52 10771.52
s .2 • ' q COAI~A ~ ~ t~~,~~E BO~,'0 CORNEA ' N 21192.90 Q CORNER N 21192.90
a b, •yh of N 21168.67 5_ Y~ w_ ~a" I~ E 9955.70 oy o E 10828.89 h E 10828.89
~ G ~ARDHOUSE a>"',a~ r e CORI~R Q CORNER
t N 21111.20 , ! E 10886.72 5 q CORNER ~ N 21111.20 E 10886.72
- -FaAE. PUMP HOUSE 26'89' N 21014.97 eCORNER, ' E 10459.47 CO Q CORNER
- ~ N 2097 .6i '~\t-._`.'..___..-.._:.._ - , TRUCK--S ~ z1 N 21028.17 g E 10942.53 d
~ a f' ~ _ ~ _ - - r - _ _ , . %"+~s_ _ - . . . ~ r . g _
, . _ - _ - - 2088LS1~ - _ r - Q CORNER N 20941.94 E 10993.26 -
E 8 91.35 'y' .p
~6 ~ fv^yo.27 ~ ~ \ \ V' ~ ~ ~ 1 ~ I j;'E:8585;TS----°--------------'-------•-- \ 1 ,v I II I f ' j I I Q CORNER ° N 20851.40
~ ~ ail ~ I III!; I ~ ; 1 E 11035.78 - o , z
~ ~ °`N 20875.77 „ I ~ ~ ~ E 8540.17 _ - 1 t ~ ~ ~ ~ - TRAILER PARKING a Q CORNER
_ . . y N 20758.08 3 ez E 11072.01
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---...__...J1,i I I?I is •i. Q CORNER 'd'i oi°1c`e N 20662.62
-__.r ' I I I I I I I I I E 11101.88
~ ~ ~ ' ' - 1- -I'-. ~'--I _~_,~__,.~.__-1-'-I'-~7~--;- -I-. ~ , ! I I I I I ( I ( I ( I I 71 1i Q CORNER O
a ~ I ( I °i N 20565.84 i' E 11127.25 0 C/) U
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' ~ ~ '!i E -I- 1- I I I I 1 I I I ! t; i CORNER N 20467.68 Z
R ~ i ~ } k : I i - - - - - - - - - - ~ ~ ~ r r; E 11146.56 x O i~ W CO
_ i i i i i DIY ~O~DS` z~ ~ ~ CORNEA , ~ ` i i i ~ ~ ~ - - - - - - R Y _ i~ 8 N 20334. I I i. . ~ . ~ ~ _ - - - i ~ t
E 7913.4 , t' ~ TRACTOR ; ; ; ; ~ ~'F ;EL.~ 4~0. • 5 ~ ~ I ~ ~ ` ` Q CORNER W N 20368.63 E 11160.78 O
I~ € ~ ~ ~ TMG PARKING i rFUEL' i 'I- r- - i ~-i- ISLAND , ~ ~ - "
y ~ ~ I. I I I_ i r I 1 i i i , rosy s ~ - I ~ FUELi STORAGE , ! Q CORNER U - - I N 20269.10
3~ v Sss, ~ I 1 I I 1 I I J 3i o' t ~ a ~I I I -~I - - " ~ ~ ~ pS~ i I I ! f f Q ' . r 0 E 11170.40 LL.
, E I~ & ~ R f` ' i ~ ~ I I ~ ~ § 4 i .__T______a 4 ; ~~I ~ (i;~ ~ [ ~ ly i I I I ( I i i I i i~ j ~ ~
I,., 7 r T E Q CORNER I N 20169.21
rz I i ~ EI - ,N ecoAxEA ~ - READ`-LINE ~a~ ~ .i r r'-~~._.i i._.i__.._._i,_ _.i _ _ . - I~ ~ ~ ~ N 20127.35 ° ..i-snr:-~---- " - ' ' . ' t E 11175.84 Z a
- - E 8215.02 ' ` - _ ' I I = I I I I I i~ 3 3 N~ Q CORNER CL
a ~ I ;',"y I I 1 1 E I i I I i ! ~ ' N 20069.27 E 11180.09
' :il ~ I ~ I ; ; ° • AREA .a. i._ i ._i_ i--', - - -
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~ R N 1 I .A -i I t'~ I ~~j~, i E 11183.49
" Z ~ I I I I I 1 I. 'i ~ , i I I I I i I I I I ~-'I'UD= ° 4
7 p P ~ I Y i I I I I 1 1 1 1 1 I I I I I A'--~ - \;'q ~ _ - J b :c ~ ( ~ ~ ! I I I I I I 1 I I I I I I I I I a - i'O ~ v o j «--q EORNER ! Q CORNER '--I N 19846.72
isi € ~ ' ~ I ~ I I I i r iR~FR~IGERA~TI(JN I---~•--i--.~--~T~r ~r-- w,,,~.~~ 4 ~ ' .~~.79eae.az:.::'"~'•° E 11187.92 a
S 1' i ~ -~I- j ~ ~ ._1 ~ - - - - _ ~ ~ 306. TI' !S ~ ~ ~ I - - - ~ j I ~ ---+h---~----~i--- - - -.~RFA B- I ! .T. - a a.' 'IA~Ea ~j1 ~ (1i 4'11 ~ ~ ~ ~ ' n.' 306.74'_ W 4' 10'W S 12
i 6 6 6 ~ ~ W ~ --r -1- E 1 -E- -E-~- T -1~--~---4~--+~-~~~-~+ t~--~~-- ;I 'c~ , ra d1~1! ' Y Y Y , I J -ti .-I I -I -I I I 4 I j ~ I I I ! I f l I ,,r~ lft.~ I~ ~'ii~ i f Q CORNER Q N 19724.36
i I - ~t- - - - - - - _ - - ~ a ro i i I i " T1, E ;1192.34
j ~ ; ~ le ~ L~NE~GI" CENTER I I r -r~r ~r- , 'av ' ~ ; „ , ~ ~ ~ i ~ ~ I I • 1 , I-1-,L.! I _ I I - i i - i v`v.1 v`..1 aal~ 2% R I ~ -I- j -J-'-~~A-f I' - a ,a~ a a a ~ ~~iii iii N82°A2' 296.71
{ de»r- l rP ...rl. ~ _ i t ~ ~ ' R~,i~ eCORNER N 82°42'32-E Q CORNER I
~ ~ p s~ I ~ . _ i ? i ~ ~ 1 s ~ ~ N I %86.70 d ~ u ~ I ` I ' 1 ~ ~ ' ~ a n i E I OB9B. 02 ' : t 1 l N 19686.70 E 10898.02
~ r ~ ~ ~i X4.7 l , , , I . ~ ' I Q CORNER N 1962437 E 11195,.95
. . - -E---_____-------~---- r .~+s-- ! I r-- --I Iii - aTE
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, f' I t ~ , W ~
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' ~ y c E 8580.00 `uz n I y" u o ...._-m.._ ,aira»ass.aa.rssaea ri` ii , i rc NORTH ° v L u 2 C
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+ + y_~,~ a N 18974.94 a CORNER g~ ; E 8959.76 N 189]4.94 U Z
E 9693.09 SHEET U 0
° I OVERA - LL UTILITY PLAN 3aeO -a C8.01 SCALE: I' 100' 0 100 201 300 400 m2wwseg
~~oe GRAPHIC SCALE IN FEET ~ C8.1 ° 0 0
3 /
Copyright © 2004 by Carter & Burgess, Inc.

_
_ - - _ _ _ _ _ S 54°32' 44'E 1
~ = 18 .41 BENCH MARKS:
. } ~ $ S H CORNER _ 21539.45 8 E 9191.42 N 21102.21 fRONR00 WiTN.CAP...,.__._... P j E 9622. 15 f,; s .
n 7 ~ / ~ i ELEVATION 488.78
~ N 21~R93 ~ ~ E9112.41 2. TBM - CAP 9, 5A' IRON ROD WITH CAP 1 N 20977.38 ' ba E?' S E 10436.94
R COANER N 41'S4'S4'W 1 ELEVATION 490.84 •N~ l,•a``•~
6 ~ ~ N 21454, 16.88' ~ d E 9094 3. TBM - CAP 11. 5M' IRON ROD WITH CAP 1 N 20222.19 E 11115.25
e CORNER E 91N~328 S ELEVATION 477.97
~ ~ ~ ~ ~ ~ it `Sou , BM*I BENCHMARK INFORMATION FROM SURVEY `T2• tj AT NCOS MONUMENT 'VANCO'
# ~ ~ 25.2i' 9~f e CORNER N 23021 0, E 11 9~F E LEVATION7513.07203.26 J
8 ~ N S 44°45' lT'E N 21442.11 16.95' E 9106,36 :rs ~ ¢Q m
e~ f
r- r- r- r„ J 1
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~E 3 E 84881. Z ) _ 9I 20896. T FW - ' - 3 CD W
- • I q9 E 8585z~75 d S d ~ 9 U
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~ ~ N 20441.42 ~ E 4 9 58.25 PLAN TRUE NORTH
~ ADJUST TO BE FLUSH ~ f WITH FINISHED GRADE f ~ ' -J 1 NORTH y
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I
j . . , I _ _ BENCH MARKS
i 4._.4BM-.__C4R,8,- {N9N-RW wuN CAP ~ ~ - N 21102. 21
E 9622.15 ELEVATION 488.78 u~ w W
R s~ ~ ~ i ~ ~ o I T ~ 8 I N on G7 2. TOM - CAP 9, 54' IRON ROD WITH CAP N 20977.38 d'••..,,_,.•~•p``•~
~ ~ ~ LINE TABLE i E 10436.94 0~'I 4i N;,••`~ ELEVATION 490.84
~7 ~ ~ j OANEA LINE L@gTH BEARING E ~ § 424.27 L7 106.63' S 32'S1'S9'E 3. TBM - CAP 11, 519' IRON ROD WITH CAP N 20222.19
j ~ SI0.28 9 59°20'02'E La 100.01 S 31•SB'S5'E I E 11115.25 ELEVATION 477.97
21.28' L9 100,09' S 35.1T37"E ~ ~ t ! ' * CORNEA Lta g0.05' S ]3.5425"E BMOI BENCHMARK INFORMATION FROM SURVEY AT NCGS MONUMENT 'VANCO'
d d zf ~ 21413.42 ~ ~ ~ J E 9528,58 L11 q0.0/' S 30'28'24"E N 23021.07, E 11203.26 ELEVATION 513.07
~ Lit 100.03' S 15.OBST'E
} ~ ~ ~ I 118 80.03' S 25.08, 7' [CORNER 1 ~ ~ ~ 1. 6~ p 5 ~ N 21364.40 iiii iii iii L14 q0.q• S 2Mt3'q"E E 10713.51
3t ~ Y 1 p L75 gO.OJ' S TI.22'4T'E x ~ ~ e coANER DRAWING NOTE: 1. ADJUST ALL PULL BOXES, GATE VALVE BOXES,
' ~a i f N 21329.71 Lta 80.05' S K•/124"E \ ~ ~ E 9669, 65 ~ o MANHOLE RIMS, ETC., TO BE FLUSH WITH FINISHED GRADE.
e' e`~ e ! L17 gO.DT S OB•q'1TE i ~ w 4~ 4@ I L18 99.99' S DS'3TM'E t1
I ~t I \
I ~1 ` e CORNEA \ N 21274.89 z
I / , `y E 10111.52 / \
R R n I d? s c~ R j S 60e B Jp. ~ n 8 16•,
6 I ~f
G e CORNER Z [CORNER I N 21168.67 / Y N 21192.90
~ i ~ ~ j E 9955.10 py ~ E 10828.89 o z
I ,o`
./f ~ 6 1 ? C~ f9 oe
~ ~ ~ ~ / rl \ ~ ~ ~ ~ ` E coflNER zom~a~o~
~ ~ ~ U! ~ E 10886.12 ?20 Wm~s~i~o o 72
llll - 5 I3 76.5y~ 3j ~ (t, p2'p1.
€i R $ $ I E / ~ ~ ZI N 21011.97 Z
s{2 s6 i~ ~La - E 10459.11 ~ O
. " ; - . _ , e CORNEA - - _ \ N 21028, IT p. E 10912.53 -N 2028RIT Z Z E 10942.53
Q d Z
~6 w O
_ . _ , ag ~ ~ ~ q-. ` ~ N 2091 , Q CORNER Q N 20941.94 Q
` w ~ t 1 . _ ~ E 1099. Z E 10993.26 Z
3 ~ 1 , L- ~ ,g ~-r~ r A 1 i ' t • U
LL
i 1= `~,,9i ~ ~t 1 ~ ~ ICHT P \ 1 ~ ~ i , `.ElSE X G 0 l - i II
C CORNER N 20851.40 E 11035.78
~ I ~A~ , ~ 's + ~ 1, ~ 8ASE7 Pq,E IICHT POLE LBAGH POL ~ >r I RAILER PARKING BASE ~ FIRE P IFfYIP, 1; RENOVE b N 20921.25 N 20921.25 v ~ ~ I Z ` i - N 20921.25 l- \ °c' ~ NELOCAfE E 10069.18 E 10310.92 E IOSS2.65 1' ~ + Z
HOUSE ~ ~ v EX15T, LP '\~;1 1, - ,,,z c ! N 20858.23 it J e- IL
Yy y Y I - ...............'-..-~F_Lt; X478. ' I E 9811.42 jr { FH
~ t 12'x6'TEE N 20757. T5 FH ; I i III 1 $ ~ ~ N20T57.T5 PULLBO% ',y + 12'90°8EN0 N 20723,75 E 10251.70 12'x6'TEE E 10631.10 ° N 20820.42 ~ 1 1 s it ; I N 20723.75 12'90 BEND i F}-
~ 1 , E N 20723.75 ~ E 10257, TO E 10631 7 E 10900.76 ; t + ' "8 ~ ~ ( E 9983.42 I r ~ 0 N 20123. TS ~ t , r~ '1 CORNER J N 20758.08 E 11072.01
i ~ „ ~ ~ ~ E 10693.75 ~ ~ I - n ~~3 STA. 0 66.11 LAf A-6 ~ ~ ~-q i , - ENO b PLUG LINE - ,i ' t ~ +c
' 1 IN 2069 .58 2 I I t 2 ~ ~ ~ i 'j 1 REIbYE' b' i I E 9980j42 q f.______°m_..___________._.__- RQCOCA~'E ~ ~ PULL BO% , i , ~ t ! N 20680.00 E ' 1 I
R R 8 N 2065j1.98' ~ F I i ' E 10900.16 ti N
!r --£°9826,42 ; _ 1 I I I i r-------- FH ~ i I I I 1 ' i t~ 1 ~ ~ ~ y ~ ~ N 20783.46 ~ 12'x6'TEE ~ ~ 1 , _ 4 L2' I' _ N 20103.461 I I I i 1 I 1 I I f I 2'x8'TEE i' i
ty E 9931.42 E 9983.12' , ~ b ~ - P . , ~1 I ND CONOlIiT _ 20637.08 L-pint ; _4t POLE,' i I I I 1 1 I i I I 1 H N 20662.62 w ' E 11101.88
iR~ ~b g I°-- - - BASE ! I - - - - - 20680:00. 10693. T5 i i ~ A tl ~ ~ II___ - N20616.92, I 1 -.I. FPR I i j.- ._j E 10680.175- - , i ~ v ~ ~ E 97 0 , ~ n !S~ ',IHE - - flE:l/CB.31 • t ~ Q
` i I 9' N 2060 58 I I 4 I I I I ~ a ~ $ ' - - - I t'. STA.I 0.58 LI -4 E 1000.16 I I I I ~ ~ i i i ~ ~ ~ I I I I ! ~ i LIGHT POLE
y 3 ! ~ I I CONNECk LATER ~ ~ • ~ BASE ~ ' ~ y Y 1 ~ ~i flE:10% BJI I I I I I I ! I I I f N 4 O7 i~ v e vn CORNER Q
~ $ ' i ~ [NSTAL~ CLE - - - -'AERI/C~~' r E 10900.76 i ~ 3 3 I - I~ 1 I I. _.I . I i I ( I i @ 3 ~ 1 I t I ~ r { ~ N 2063',4.42 ~ 13:00' N 20637, 0 t` I I, I I~ E 998 42 iPR I I I I I € I I. I I I E 10671,4 1 1 I CORNER
s iw ~ j i i ( ~ i I 1 w~ ~'~i _ ~E:I/C8.31 I I I i I I ± ! I I ( 12'x8'iEE it N 20565.84 E 11127.25
d ~ ~ ~ - 1r •rEE 14,Oa 29S28.sa + ` - N 20529.08 1 ' N 20609,58 I E IOOOj.76 I I I I I I i ! I I E 10693. T5 ~ TRAI R PARKING I E 9 3.,2 - - - - - - - - t ~
1 I i i I ~i ~ I' I. ~ I I DRY GOODS I I i I 8 j REMOVE b _ I I I I I ( I I i i I I i~ N` 35° 00'00"
flELDCarE ~ AREA A - - - % T P - I ~ ~ 1 t, j E 15 L ~ 12'x8'1 STA. 0~I9.73 LAT A-5 ( ( I 1 F i I I I~ 4 ~8 ~ N 2044L42 ,N 20528.58 ENO 5 PLUG IINE. 12'z6'TEE ~ ~ PLAN TRUE NORTH y t', M 1 y
` FF EL. 480 65 ~ _ '~,a' ~ ~ [ s i °s "s I E 9826.42 _ _._._L_._._.~._._.J._._._.I_._._,J„_,_._:_._,_.i._._._l_-_. _.L._._._1._.FP,R._.'._. N 20449.88 F ~ ~ q~ ~ 1 ~ IE 9983. 19' - '-N'2040t:08 _ RE:I/C~. E 10693.1 °--°---1 t ' N " E STp.I*40.58 L E 99[0.12 I I I I 1 I I I I f N 2052.08 5 i; E R CORNER NORTH 8 E N 20467.68 1 .9 1
It ! TRACTOR PAR ' NG , ? CONNECT LATER - , , i FH y t , 1 i t y I ~ ~ ~ RE!10/CB.31 12'x8'TFE ~ f J 1 I I I ! t E 10677.42 N 20449,88 Z i~ " E 11146.56: w v c 1 O V m ; ; t t La C°. em
' ~ ( ~ ~ -a ~ . INS$ALL CLEAN 1 ~ ~ ~ , I . L 1 N 20392.29 ] I I I 1 I ( I 1 i E IDi42.T6 i~ ~ N 20916.92 E 9983142 jjtt 5c 8~ r } - i ° lLLf v
- E 997. .-'-'-I----~1---._ ~ FPR Y~___~7 ' f I 1 -1._ ..4.- '-I----.1 _ -'-i- - -~L - - RE:18.31 ~ 1 i ; + ' _ ~ ~ / . + 6' SS L1 E A-3_,... fPR a ~ ~ ~ ~ ~ N 20 7.08 + ' ~ _ I i i I I 1 1 [ ( t Q s ¢,o m. -a cl ~mmaLLW C.
R ~ ' _ i , I FH RE: I/C8, 31 FPO E 102.42 1 ~ + N 20866.58 I I I I I I I 1 I ) N 0- t+ h ~ ~ I -'°xl - N 20392.29 ~ RE:I/C8.~1 • t 0 ca°6°i°° a E R CORNER a a« R 4
# °1>am ' E 9934.42 E 10004.75 N 12'x8'1EE I , ~ I 20312. j8 1 I ! I I ) i I I N 20361.08 ~ r k? E I I q 14:00' E 10004.75 , ~ 12'x8'TEE _ ~ ~ E 10693.15 L[GHT POLE =d N 20368. 1 0 t_ u AE E 11160:7 1 c o='_ a
7 I I N20366.58 Y~.. -'i---•-'-h-._._.I-.---'-i'-'----I_._.-'-t~-'-'-i----.~._'_._t_._._.t-._._.-.._._._.~. W i ABASE `f ~ ~ 1 E 9983.42 - FPA J s ,N 20404. 8 ~ ~ S j 1 I I E I I ( I 1 1 I I~ AE:1/C8.31 - rE-7O.~p6~ _ 9 0 9. °u Fn i 1J
8 R~ j I I tt'x8'iEE I I I i 1 I I I I 1 1 9 N 20340.08 Q i ~ ,x ~,y y I N 20312.58 E 10672.12 ~ _ 00
8~ I ~i~ i.. 14` ~I~ $ e~ ~ ~ a I I~ E 9983.42 ~ '00~ I I I I I ! I 1 ( I I 12'x8'TEE F-' t~~ 4 5 5 . a o e ~ n: -i--- - - r--- - - N 20340.08 1 i V m a
_.~,_._,~._._._1_._._.i._._._ E 10693. 5 cl } ' ` 0 50 100 150 200 o
~ MATCH LINE RE C8.14 y N ~ ~ R b GRAPHIC SCALE IN FEET c
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" ° ~ AREA 2 -UTILITY PLAN ;e~ z KEY PLAN
o C8.12 SCALE: 1'=50' `o "m C8.12
i5o`z 3 /
Copyright © 2004 by Carter & Burgess,Inc.

MATCH LINE RED C8.14 T _ BENCH MARKS
I 12'90° BEND • - ~ + . _ 1 ~ I I ,
_ a.. ._.._i._ G _ ryT - _ _ , +A693-t5. - _ _N' 20240:29 r i... N, t.. 1 ! I I I i 1 I I I I I_ I ff r•'x al - E 10142. i6 r I r i _r-_, J N 21102.21 •No P~
I I TMG "W 1~ I I I I I I I ~I~ I ~I I I~ i~ '1 ~ + . 1 + i j., , a 3 B Q I' ~ 11 I ~ ! I I ! ! I I I I I ° ' 'S' ~ ~ " ` G C CflRNE E 9622.15 M ,g W, s r , N 0269. 0 ELEVATION 488.78 W '1a { . E 1170. 0 •:o gy'm' 2•y
j yq ~ i ° ~ I S STING SEVER i i ' N220252~~D ` `~-r ' ~ re A EL 69. B3. I I ! I I ( I I ~ i, + , t 2. TBM - CAP 9, `-08' IRON ROD WITH CAP •;d„ E; ' N 20977.38 F
3 i IrrELD YERIFYI , E 10715,1 + , s , , ; O ~ ~ I i i ! 1- - ~ -'-•-I ~ ~ I---._.~.---'-~-•-'-' ~ ---'-I-'-'--='---• ~-f2"91°-BENB._ _ ~o 'x6'TFE + + ~ r + , , E 10436.94 ELEVATION 490.84
N s I " i N 20172.7 ~ ' + ~ I 1° I I I I f I I I I I 5 I 20240.29 Y + gi n, (p , I E 10693.?5 ~ i , r~ , ~ ~ 1 n I I ~ I 6' S5 lI E n-( i I I i I I I I 1 I IO7t°5.42 ~ 3. TBM - CAP 11, 5W IRON ROD WITH CAP j CID ' i N 20222.19
8 p 1 + , PR . FPR ~ . _ 90 RENO + ~ ii i ~ $ ~ I 12'x8'7 RE:I/C6131 1 I I I ; DR`~ GOO~S i N 20172.75 Q ' + i m ~ci ' 1 I I f RE I/C6.31 n ` i It CORNER 1 E 11115.25 ' ' ' E 1/175. i ELEVATION 477.97
~ y° ~ ' ' ' c ~ I N 20129.(56 rv N 20129.56 ' N 20129.56 E 10715.42 ~ + ~ r a e + F + .I - I° z Q1 I E 9963. -E-10904.i5...__.1-._._._L-._.-.L._.-.J._._._.1_._._~EA...Ai_._._.1. -.-.-t-.-.-.L._._._LE-186T .4 ' --ia - i w ~ I ~ . 2' Ir 12'x6'TEE `Lj(~T P0.E t ~ W~ ' w BMo1 BENCHMARK INFORMATION FROM SURVEY AT NCGS MONUMENT 'VANCO'
r ~ ~ i 12'45°BENO 6.00': 1 I I ( I { i ! I 1 I+~ kn N 20129.58 ~ +BAbE I FF E~. 480.65 ' $ o = I N 20121.6 ' h E 10693. T5 W 'N+Y0161;259 I i ' ' 1 m x~ l { I I I I I I I I I i i I 19.00' u ~ ~ ~ ~ i+,1 ~ E 9983.4 J ; E' 10900: Tfi ~ ~ ~ N 23021.07, E 11203.26 ELEVATION 513.07
i. ~ ' CC '1 ~E ] I 1 I I 1 I I I 1 I I Q " ~ I ~ ` ~ ~ I 6' SS LL4E 9 I i 6 S. ~iNE 6, + ~ III f O F N J
, 4-5 I I C o'
J ' y~ ~ ~--~w-~-, ~ Ck~- -.YIET TAPW A I I { I I I ! i i ' " 'm' e CORNER DRAWING NOTE= 1 N 20069.27
fi N k - ~i - - I `i ~ ~ VALVEATE ~ ! I I E%15TINC u(9dI PDI,E d I I 1 { n ~ ~ 1 r _ 1 91 $ $ 3~ ~ _ ? ter. --'-i- - - - - -._.flA$$E JQ 9E.BE~yFgy - ~i E 11180.09 1. ADJUST ALL PULL BOXES, GATE VALVE BOXES, MANHOLE RIMS, ETC., TO BE FLUSH WITH FINISHED GRADE.
~ FN t'.4 FW .r .rt_ REPLACE YITN XEW P0.L f .T.. I. .r.. + + „ i ~ ;e I t I I [ 80 AND CONNECT NEN I ~ Plll 60% ! I ~ r 2. CONTRACTOR SHALL COORDINATE
I2 90°BENO ELECTRICAL NIR[NG TO N 19995.4 ~ r , 1 ~ € IN 19963.42 ( E%15TING SERN;ICE, I I 4 I ~ , , 'E 10215.63 N 19960.42 ~ E 10 92.5 ~ i + WITH VAL-MART PRIOR TO N DISCONNECTING ANY UTILITY SERVICE.
1 E I I I E 10492.65 I ~ i I I r' J Q
1.. _ ~ I 1 - _.I-._ _ C~. , I I I- I I ( I I I II ~ 1 12' _ _ e• CORNER 19969.27 E 11183.49
R a i t i i i i i i i i AREA' r~ a - , ~ tr R I I ~ ,
~ b N 19995.42 b a I i I i i i i € i 1~}b_ ~ i ~ L,r._,~,._;y:~._a:-.1.x.._._:_:_1_._._-_6_~_~_~_ _ _ _ _ _ _ I, #2'x6'TEE 12'90°BEND CONNECT TOE%ISTINC g i 1 ~ _._._._k_:_:_:_k=:,I:=:=: d. I 'I-;~I^ 1 ! 19983.42 N 19967.42 LIGHT POLE d,
' 1 ? 1 I I I I I 1 1 1 tf ~ , ff'sf N -
• I I F 4 s ~ ,10542,75 _ .__...^g IDfi93.?S__Ji,I9480_42__._--•-'-•• < FH E 10737.02 ~ ~ 1 € f I I I 1 I 1 N 19967.34' ~ a I~ ~ ~ I I I ' , ~ N J
I I I I I I I I \ E 1054`2115 i..I_.-.!.-._._.-•-•- _ - - - - 67.0 I t CORNER 1
! ! ~ i I I ~ ~ OTTOM E y°ff N 19846.72 E 11187.92
3~~ i ( I 1 1 I I I I I G a I a. a ~ - ge ms a~og~
ri f i ~ ~ ~ ~ ~ ~ ~ e CORNER .14' ~i~ N I I I I I I I 6 ~ I~ 1 1 ti.~= ~ i , N I9@08,EZ~~~ 306 306.74• vi Si io oo
I I 1 I i I I' ~ ° i ' i i •-E-NBB3.53 _~q 10'Y • -~iEFRIC#~RATIC~.N--~-- ` I ~ ~ , S 62-54' 10' W J J_
x~ a Ecr I I I I I I I -i i 4, I c, : a O U
w~ i i i i i AREA B i i i i q- a~ ~ ~ - T ~ - ~ _ ~ r 0 7
~ 'S ~I ~ ( I I I I I i I ~ ~ ~ ' ' °w / v i_ y.. y_ Ii I i 1 I 1 I I i I $ F+~I ~ 1 u " i i~ ~ a m co U N 19724. t CORNER _ Z Z N 19724.36 ¢
v I i ~ ~ Ga ASSOCI~T ~ ING ~ ~ ucHr,'da~, ~ ~ i ~ ~ FI ~ I I i I I i E - BASE + i ~ ~ E 11192.34 H
~rJ_._.!.-._,i.._._ 6 , ~ 4 r~i N 1978.56+ r L 1 I f I I I i ~ i t r E 104~$.81~ ' 296.11' I I t-°- IRE I I i F1R I I l 4 i ~ , z 296.71'- x O
i ! ! i ,1SER i i i RISER i i ~ `,A ~ 'v ~ ~ ~ " ~ co -~4r32E ww 82-42'32'E w T Cc
/f~};,qq~,qqq , ~ + ~ ~ ' l 0 W C + o
~ rr ~ ~ ~ 1===`~'-` i ~ ~ ,II " s^ t A 7 , / / ~ I + , ~ ` + ~ ~ t CORNEA I I ( I ~ ,f f f I~ , N I%86.10 c~ 0 XIo ~ z q CORNER w
~n I I I I 1 ~O~ ~ ti n W i ~ \ N 19624.37 IN E 11195.95
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N I I 1 ' , 9 ~ ~o I ~ I I f ~ + }
. . , d d' a d / t ~ ' • ~ ~ a ~ + i , ' / BOTTOM EL. 467.0 . , J_
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A ~ a . ;j j LINE TABLE y I ` ~ R 8 i ~ , LINE LENGTH BEARING t m •e w 'P / a D P C n 4
~ i L1e 99.97 5 05.3Tt4"E >r = C V ° s o
b ~ ~ ~ L19 100.04' S 03.0104'£ g - L20 Y)0.03' S 02.25'55"E
~~t ~n 727 1110.06' S 01'5103"E C p ~ m I 'ae S ~ o 'a y ~ L22 122.6}' S 02.04'12'rt V 00 2
~ Y~ 5 d I g : T____"'_ M 0 50 100 150 200 Q C,
o I;'i CORNER GRAPHIC SCALE IN FEET C C
~ ~ ~ 4 u ~ i '°R ~ N 19016.64 °m a ~ E 9935.56
o'+ j 933.37' N 45.24'25"E I~ ! ; , 59.67 1 j c a
~ ~ ~ z ° ~ N 90 00'00'Y ~ ~ ~ f Q CORt~R N 16974.94 z
~ ~ ~ n = a E 9693.09 1 SHEET C
~,y,$y~]~~ r WS M_ 4_~ p~ 1 AREA 4 UTILITY PLAN KEY PLAN C8.14 y `o
r= d C8.14 SCALE t'=50' t
r~ ' 33m0 ~;^O 3 i
SiOC Copyright © 2004 by Carter & Burgess, Inc.

FACTORY WELD FLANGE, 12'X10' REDUCER AT
ALIGN FLANGE BOLT HOLES E%TERIOR FACI. OF BLDG. FIAE PULP HOUSE ONLY, T A i •
- T . _ _ _ _ - _ -~TEIFA$ - - _ _ _ _ . _ . _ . "-pE; "i7C1.07 _ _ FI . _.-.----PEAPENB{OUaR~&RFSER_.. RE. T/C7.03 - T[E ROD LEG BRACKET RISER, OR AS SHOWN ON FINISHED GRADE
THE UTILITY PLANS. ~ O 0 CAST IRON - y~ VALVE BOX E : c
_ I N N CENTERPOINi OF RISER FIRE PROTECTION RISER SIZES / VALVE .N•4< ..,p~4S r
(REFER i0 UTILITY PLAN CPN ~ o o FOR COORDINATESI I I 90 RISER LEG IE6ALUG THRUST BLOCKING RECUIREAENTS qNt' pIMPER
IEGALUG RETAINER LOCATION PIPE SIZE A(SFl• H(FTl rv ND2zLE N 3000 PSI CONCRETE
I COUP NGHOR TRACK MAINT. 6' q. TB 1.8 O O O O ~ MAREHWSE 8' 8,66 2.q FIRE PUFIP HOUSE 10' t3. S0 3.0 2' 2' 2' 2' 2.5 SF BEARING AREA
FACTORY WELDED FLANGE, -CONTINUATION BY IAYDISTURBI UNDISTURBED EARTH
PROVIDE W INSTALL BLIND I FIAE PROTECTION FLANGE KITH GASKET, i CONTRACTOR f- TRAFFIC LAff ~ DIMENSION 'A' IS THE REQUIRED BEARING AREA OF THE THRUST t- TRAFFIC LANE BOLTS AND NUiS• E%TERIOR FACE OF BLDG. BLOCKING BASED ON AN ALLOWABLE BEARING PRESSURE OF 2000
iL00R SLaB PO111E0 aR0UN0 SLEEYE. I PSF FOA 1N015TURBEO EARix. 4 GATE VALVE DETAIL
SLEEYE PROVIDE 8Y EIRE PROTECTIttI P~; USE THE FOLLOWING AREA MULTIPLIERS FOR OIFFEAING ALLOWABLE BEARING PAESSIWiES: 2 FIRE HYDRANT BOLLARD 4 CONTAACtOR AND INSTALLED BY FINISHED FLOOR BY FC - CONTAACTOA CONSTRUCTING TxE F100A ; I ;ELEVATION LAYOUT DETAIL NOT TO SCALE
COOA[DINATE SLEEVE DIAMETER KITH ALLOWABLE SOIL BEARING AREA INSTALLATION OVER FLANGE. PRESSURE MULTIPLIER NOT TO SCALE
1 iv BY SITE CONTRACTOR 1000 2.00 f I ~ 1500 1.33
2000 L00
_ 3000 0.67 CHAIN Fqt ROSE . g N022LE ITYPI ~ ~ 4+~.f~1°'7___ DIMENSION 'H' SHOULD BE ADJUSTED SUCH THAT x • IA/LSIfl fOR
CONCRETE THRUST BLOCK REQUIRED '-1' REVISED AREAS CALCULATED USING THE MUTIPLIEAS ABOVE. REFERENCE C0.01 UTILITY NOTES FOR HYDRANT TYPE 12000 PSF ALLOWABLE SOIL BEARING ' FOOTING -
PAESSWiE ASSUIEO, SEE TABLET ; AE: STRULTLRAL PLANS RE: 3/L8,31 FOR BOLLARD PLACETENT FOR EDDYING DEPTHS
12'X10' REDIICEA AT ' FIRE PIKP HOUSE ONLY,
~ OTHERWISE CONTINUE PIPE F[N. CAADE WITH SATE OIAI£TEA AS
IEGALUG RISER, OR AS SHOWN ON z THE UTILITY PLANS. I VALVE ~ - ~i• DRAIN HOLE SHALL BE ABOVE 6
x _ _ . CLEAR OF CONC. THRUST BLOCK - o z
N I 6' DIR. TYP. i c2ia III-II ~'°~~Tr••
KIPS) COUPLING IEGALUG RETAINER = ; i III • NI TH ANCHOR ' COUPING ooi ~I •••x•~•°•~ H/2 H/2 UNDISTURBED EARTH TIE ROD BRACKET ' ' ALL 19ECHANILAL JOINT RETAINER ClAN05 .a zmz
x STAINLESS STEEL AMES °1 t SHALL BE AMERICAN A-90857, qi mom>mY'o~
'IN~UILOING RISER' OR EQUAL APPHOYED EQUAL. DETAIL NOTES: 2''D' 6 CU. Fi. OF COARSE STOLE MIXED MIN. WITH COARSE SAND SHALL BE PLACED 'Mt: .
I. JOINTS SHALL NOi BE PLACED NAER fDOT INGS. AROUND FIRE HYDRANT BASE ANO DRAIN HOLE
THRUST BLOCK SHALL BE PpAEO AGAINST A M[N. AREA OF 12 50. Fi. Of UNDISTLFW3E0 Z O
SOIL 12000 P,S.F. MIN. BEARING PRESSURE) MAIN s' cn U
1 FIRE RISER DETAIL L ZZ
NOT TO SCALE N.J.-M.J. BEND 3 FIRE HYDRANT DETAI ~ - NOT TO SCALE PROPOSED gtADE ~ ~ Q a XZ
w ~ .~~iTJ+ FINISHED SIWiFACE a CRADLE SHALL E%iEN0 zi w w
TYPICAL COVER ~ a A M[N. OF 6' BEYINID 45° BENDS WITH VERTICAL O.D. OF PIPE I E rw
TIE-0DWN BLOCKING INOT SHOWN ~ _ 0" o 0
STORK DRAIN 24' MIN. CONCRETE 3000 P51 COIPACTEO SOIL 12' P[ LINE CLEAR PER SPECIFICATIONS n ~ NiN. _ a 12' PIPE 00 12. CD Z MIN. MIN. w
~m THRUST BLOCKING ~ a ~ U= 0
MATER LINE - 1 LL
VARIES KEEP A MIN. OF i' VARIES i~ ~ ~ CLEARANCE BETWEEN ~ ~ rc SELECT BACKFILL APPROVED TRENCH EXCAVATION
VARIES 5' MIN. 5' W[N. VARIES CONC. AND JOINTS, ITYPI ~ COMPACTED TO 987 (ASTM 01557) IN MAX 8' LAYERS
CRADLE TO EXTEND THE FUL j \ c w L45° BEND WITH CONCRETE JOINT LENGTH OF PIPE ITYPI I a ~ z
CRADLE INOT SHOWNI ! I , _ ~
LINE CRADLE DETAIL ~ ~ ~ W o 6 WATER m o - NOT TO SCALE ~ , ! m J CV
,QQ Q BEDDING MATERIAL LL OCJ O O \ COMPACTED TO 98%
5 TYPICAL SECTION OF WATER ~ PIPESUBGAAOE; VV - B ~ $TA81lIZailOx oQ 4 Q (ASTM 015571 w Q ^Q C.JC_10O°p IN 6' LAYERS D T
LINE LOWERING AT STORM MATERIAL [FAEOUiREO 0 BENDS 90° 15° 22~t° Illh° C8.31 i 0 O O\ 1J O 0
DRAIN LINE CROSSING Ya•REO'o. L.F. Is 3T IB 9 P~ ~ NOT TO SCALE TRENCH ZONES ~ \ V/l/\//l\\/\\\ \/\/R\/\ w
A Fi. 2.8 2.4 1.6 1.2 BEARING 6 B FT. q.00 3.88 3.36 2. T5 DETAIL NOTES: J PIPE SUBGRADE; = STABILIZATION ON C/)
AREA C FT. 1.00 3.88 3.36 2.75 p A BEARING I. ALL CONSTRUCTION, INSPECTION ANO MONITORING SHALL COIPLY WITH ALL MATERIAL IF REQUIRED
AREA i DSNA, STATE ANO LOCAL ORDINANCES, LAMS AID PROCEONES, THIS SHALL 40L.RE0'0. C.F. 8I 65 33 16 INCLUDE ALL CONSTRUCTION METHODS, MATERIALS AID SAFETY PROCEOU~S. BEARING BEARING ADDITIONAL TRENCH SAFETY, INSPECTION AND MONITORING SHALL BE DESIGNED
AREA a AREA _ d A FT. 3.2 2.8 2,4 1.6 AND FUWIISHED BY THE CONTRACTOR AS REW1REp BY OSHA, STATE AND LOCAL a a • ~ e 8 B F1. 5.00 1.80 3,66 3.20 ORDINANCES, LAK AID PRDCEDUAES.
w C FT. 5.00 1.80 3.66 3.20 a
7 ATER & SANITARY SEWER 8 BEDDIP SECTION VOL. REO'D. C.F. 246 19T 99 49 W S BEDDING ZONE :8.31 NOT TO SCALE
A FT. 6.4 s.6 3.2 2.B - TRENCHING DETAIL ce.31 Nor To scA ~ 12 B FT. 6.20 6.00 5.54 1.20
L Ft. 6.28 6.DO 5.54 I.zo NOT TO SCALE xorc To oLSIUMp, val«E eASEO a rnesswc a :so ast
TEE / DEADEND BEND GROUT OVER E%POSED VARIES • SEE N VARIES - SEE AREA UTILITY PLANS TOP OF STRAINER J.R. SMITH MODEL 2120 OR c m
STEEL STRAPS 3-~/ BAR STEEL STRAPS 24.5' BEARING AREA OF BLOCK IN SQUARE FEET TRUCTDN JONT "T" APPROVED EOUAL ELEV.•-0.63 0
PIPE TEE III//° 221/2° 45° 90° REFER TO 7/C1.01 ~ &ILOWIG FACE I SIZE DEADENDS BEND BEND BEND BEND 12'CURB 4 2.0X CONCRETE SUMP PAD O1" o c W~ m
0o cR~w
4' 1.5 0.5 t.0 1.5 2.5 I 6' 4.5 113'7 1.0 1.5 2.5 6.0 116'1 I - - I •0.0 B' 7.0 116'1 1.5 2.5 5.0 9.0 118'1 I L c
ID' 10.0 119'1 2.0 4.0 7.5 14.0 123') I _ E%PANSON JgNT I2' 14.5 123' 1 3.0 5.5 I I.0 20.0 ! 27' 1 I ~ REf ER TO 4/C7.01 q"CLEANWT-%
I FORM A$ NECESSARY ~ b _ I 2 IN. 4"CLEAIOUT-~ 5 E m c'2 ` ~.A 1 IN- ea e8 c m 0 1: 2 n
KI = I 1 I$ DIMENSION 'A' SHOWN IN DIAGRAM I I an ~ ; 3 ' - N ~ ~ E I I~ I 3000 • CONCRETE N ~ I cF 0. 1:2 ~ V ~
E ~Y 12 ~ ALLOWABLE SOIL BEARING PRESSURE AREA MULTIPLIER m ~ BARS 80TH C8.32 3.5' o FL. ELEV. 715.06 a
1000 2.00 ~ WAYS 6' C-C 1500 1.33 ~ ~ ~ d~ - `rN M 2000 1.00 ~ A~ 50 y,pX H 1 4"SEWER LINE V V V45*SEND LENGTH VARIES
~ ~ 3000 0.6T i I TOP OF STRMER t m ~ i2'CURB .4 ELEV. ••0.63
a Y : I. ALL BLOCKS MUST BEAR AGAINST UNDISTURBED EARTH, ~:r~ X ~ x ~ RE:S/C7.02 I ~ 5~ 2. ALL FITTINGS SHOWN IN PLAN, x c SANITARY SEWER LIPS
3. CONCRETE COIFRESSIVE STRENGTH SHALL BE NINIHIH ~ 'G 3000 P51 AT 28 OATS. F g ~ n KEEP CONCRETE CLEAR I SEE SEWER PROFILES FOR FL ELEV.
7t ~ o q, PLACE DOUBLE LAYER OF TAR PAPER BETWEEN CONCRETE q' d` OF JOINTS AND BOLTS Ir ~ 3 BLOCK [NG AND PLUG TO PERMIT EASY REMOVAL FOR FUTURE I) ~ z m EXTENSION OF WATER NA[N. '
`o .m, do
1 o WATER LINE VERTICAL ~ 1 COMPACTOR SUMP DETAIL ~ 2 COMPACTOF ;OMPACTOR SUMP DRAIN DETAIL
~oF TIE-DOWN BLOCK C3.12 NOT TO SCALE CB.JI NOT TO SCALE ~ ~ 0 9 WATER LINE THRUST BLOCK DETAILS IT TO SCALE SHEET
i~g6q"{ - NOT TO SCALE NOT TO SCALE MO i- 'R
°u W NOTE: USE ALLOWABLE BEARING PRESSURE C8.31
OF 2,000 PSF FOR UNDISTURBED EARTH SDiOo 3=n
s4~& Copyright © 2004 by Carter & Burgess, Inc.

- - -T}IREAOED INSERT - - _ . _ J~
3 TIES C8.72 /_L_-•' POLE, BOLT COYER AIR) /
I ~ R ~ ~ BASE PLATE PROVIDED BY / ~ I i ~ I' MNCM, INSTALLED BY EC 1' 6
I I TEMPORARY CAP \ C8.32 I ,I I, YERTlCAL REINFORCING BARS
~4 I 1/4' CHAMFER ALL AROUND \ \ / N AEltff'.BAAS I,1 1 1 INSTALLATION [N CONCRETE REWIRES ;I• LONG IiYP.
\ ~i ~ Q CONTINUOUS V2' E%PAN$ION JOINT ~ 4 QUADRANTS)
I' I 'I CB.32 MATERIAL ALL AROUiD. SEAL MITH JOINT SEALER PER SPECIFICATIONS. Y.M. FABRIC 0.12 ~ 11 ' 8-+6x12'-6' LONG SO.IN. MIN.
r;1 BARS EWALLT SPACED 2 SECT ION I~ I I 'I N GROUND CdBLE. INSTALL IN I' C8.32 NOT TO SCALE DETAIL NOTES
2 F t-,1 CONDUIT THRU BASE i. CUT OUT A MIRES IN THE AREA OF THE REDUCEO MALI . (/1 ANCHpt BCiTS IUq' DIR. SECTION. ALSD iNCIUDE Tiff VERTICAL M1AE FOR REMOVAL.
CB.32 ~ X 42' LONG % 6' X00X MITH 2. CONCRETE COIPAESSIVE STIffNGTN - 4000 P51 MIN. DESIGN. I II I ; 2 NUTS, MASHERS, AND I LOCH PDLE ANCHOR BOLT PATTERN 3. CONCRETE AIR ENTRAINMENT TO BE 6X MINIMUM.
L L_1 S = MASHER EACH PER NANtFACTIgiER'S 4. LID RING LOAD TRANSFER I$ TO BE DISTRIBUTED BY USE OF A I I i o = FINISHED SUiFACE RECOM!END0.TION. PREFORMED MASTIC JOIN1 MATERIAL.
L ~ I N N COORDINATE VITH EC. S~ FORMBOX.~ CRUSHED STOMff I$ TD BE PROVIDED AS FOUNDATION
'III IL~I I / A I - gS~Typ, 6. ALTERNATIVE PRECAST BD%ES MEETING SPECIFICATION A~ -III - - ACCEPTABLE. 1 i. USE BELL END FITTINGS DN CONDU[15 PENffiRATING PUII BpXES.
- d z I - i EXOTHERMIC MELD
m= II _r' 5 PRECAST PULL BOX ~ - -1 $A' % 10' COPPER CLAD
iYP !r -.I TYP GROUND A00 CONCRETE BASE - NOT TO SCALE L COt~DU[T AS REOU[REQ I g
I_ _ _ I 13-~3 % 24' DIR. TIES LICIT FIXTURE ORIENTATION I/q• DIR. INSERT • ~ I I MITH I'-6' LAP ITYP.1 (RE~ UTILITY PLAN FOR
I_ _ _ I Ai 12' O.C. ORIENTAiIONI NEENAH LIO 6 FRAIE H NTAL BAR$ R-1792-HL
SHALLCBE FNEIOWTIED. YELOING 3 SECT ION
2' 6' NOT PERMITTED. SUPPORT REINFORCEMENT IN ITS PROPER C8.32 NOT TO SCALE FINISHED GRADE 44' DIR. LOCATION FROM THE FOAMMORK
DURING CONCRETE OPERATION.
DETAIL NOTES M ~ I 32' I I. 4000 PSI MIN. ZB DAY CONWAESSIVE STRENGTH CONCRETE MITH GRADE 60 REINF. STEEL. , I em m' a~
2. If MATER I$ PRESENT IN HOLE, REMOVE BEFINiE PWRING CONCRETE. ~ ' POLE, BOLT COYER AND 3. FOUNDATION E%CAYATION SHALL BE BY 30' AUGER IN UNDISTURBED OA PROPERLY COIPACTEO BASE PLATE PROVIDED BY ~ '
FILL PER SPECIfICATI0N5. , MMCM, INSTALLED BY EC 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. + •a.''~ w'jc~~ •ie
5. FWND0.TION Has REEN DESIGNED FOR A COHESivE SOIL BASED ON A MINIMUM COHESIVE ~ NUT i _ _ J.. VALUE OF 1000 PSF. ` LOCK 41/1' BOLT PROJECTION 6. FOUIMIATION HAS BEEN DESIGNED FOR A CRANIAAA SOIL BASED ON A NINIMIN LATERAL SOIL MASHER
PRESSURE OF 1000 PSF. UTILIZING AASHTD FIGURE 1.6.X141, OF 'EN9EDNENT OF POSTS _ m PITH OVERTURNING LOADS'. MASNER_`. I' '10' Z
T. E%POSED CONCRETE AIU GROUT SHALL BE PAINTED TRAFFIC YELLOM. TERNINAIE ALL I' B' LEVELING NUi CONDUIT YI1H 10' PROVIDE 10' HIDE BELL END fITTINGS CONCRETE FOIR0AT10N co U
ANCHOR BOLT fOR BOX. 8' CRUSHED STONE ZZ Q
a X Z
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151 Consultants in Planning, Engineering, Architecture, DISTRIBUTION 1s ssa~ A TION 8gq
Construction Management, and Related Services CENTER R /63g S SSR 180 SSR 1640
CARTER & BURGESS INC. r AiR,M1 LOCATION J N 39
/ CAT: 36°17 28.T N Retail & Distribution -Floor 29 LDNC: T8°23' 6.5•w 8.7°N i.5"W7j48 e
717 Main Street, Forf Worth, Texas 76102
817 222-8500 Fax [phone] ( } ( I DISCIPLINE CODE BUILDING AREAS SITE AREAS
C & B ARCHITECTS ENGINEERS P.C. ` T°~~'Y , I S - SpTA~l11C1~IRAL~ 3. ~CIISETENINCE GARAGE 2. LAYOUT / 3. GAIDINC N - MECNNICAI 1. FIRE PU.IP NOOSE A. p1A[NAGE P - PL1161NG 5. EROSION CONTROL w e^ 39
Retai & Distribution -Floor 29 E -ELECTRICAL 6. PAVING 777 Maln Street Fort Worth Texas 76102 A -AEFRIGERATIp 7. SITE IIPAOVEIENTS ~ V V FP -FIRE PROTECTION 8. UTILITY ~
(817 222-8500 Fax [phone] ~ = Aa~"DFIEaui%ENT'UETAL Ali°o~cJ s. LArmscAPINC 1ne ,
( ~ MS - STAUCTLXAL (IEfAL BU0.DINC1 J -BAR JOIST t1ETAL BUILDINGI VICINf 6 - ARCHITECiL1iAL ICOXCAETEI
Li - ARCHITECTURAL ILOY TEIP.1 NOi 1 VICINITY MAP NOT TO SCALE
SITE PACKAGE ? BUILDING PACKAGE ? MECHANICAL PACKAGE ? E TR ? LEC ICAL PACKAGE FIRE PROTECTION PACKAGE ? CONCRETE FLOOR PACKAGE ? METAL BU.
C0.01 517E IBBAEVIATIp15, $YMB0.5 6 GFIERAL LADIES A0, 01 ARCHIfECTUGL ANiEYlAllpS, STM80.5 i Cf1EAAL X01ES R.01 IEpANICAL ABBRVIAifd1S, STMd7LS t fEIEAAA NOIFS E1.01 ELECTRICAL 1BBAEYIATIp6 SYIB0.S L IEIFRIL NOTES FP0.11 flR NDIECTip AIMEYIATIONS, SIIE0.5 i QIQAL Ig1F5 60.01 STALCTIRIAL ABBPEYIAi[d15, SnA9pL5, t 6RRAL XOiFS IMO. DI AACXIIECIURAL ABBREI M0.11 IECHAXICAL SCIEOLLE$ EI.O! LIp11NG FIKDAE SCEDULE, fYl AIO LOUY9 [01iR1 FPI.I! SITE RMI - EIR NMECTIp 60.02 TYPICY CCMpEIE FIOp OEfAIlS METAL BUILDING PACKAGE MA0.01 ARCHITECTURAL ABBREVIATIONS, SYMMS i GENERAL NOTES
1. TOPOGRAPHY 50.01 SIAUCRRAL ABNiEYIATIpS, SYI&L$ i [fRRA IETES SCNfARE 1 DOOR DOER SCIEDLIE FPI, 07 FACILITY -FIR ALYII IKdOYTIp CI.01 OVERALL - 10PIXAAPXIC MAP - S0. D2 rYPICY FOUgAi[p DETAILS 1 FDp1ING SCNEOILE E0.11 SITE PLN -fIfCIA1CAl Ko: of COL WI RARIND~VEYI MS0. 01 STRUCTURAL ABBREVIATIONS, SYMBOLS t GENE RAL NOTES 160102 COLUMN BEARING ELEVATIONS i CLEAR HEIGHTS
sD.D3 re¢u fwNDAnp pruLS 1, WAREHOUSE CI.II OVERALL - EKISTING fO1g1iIQ6 5 OENDLITIp RAM CL12 ENLARGED OEMOIIiIp RAN i. WAREHOUSE N1.01 AREA A Yrnl - Rld RN I . YAREHDUSE I. WAREHOUSE
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C7.13 AREA 7 - GRADING RIM AI.52 NIIOOY TYPES ODOR i YINOOY DETAILS EI./1 OIEC`R~ IYAAMLS AREA A C3.11 YEA A - CAAOIND RYI AI.53 DOOR, YIIOOY t N15CELLARp15 p1A1L5 EI.91 PAIEI.IBDAAO SOEOIILES MAU2 AREA 301 - FLOOR PLANS
AI.51 NILLNpN ELEYATId15 L DETAILS f1.92 PAIEI.BNAO SOEOIILES RI.II YEA A ITpS - AON 4. DRA INAGS AI.fi2 ARA 200A, JOOA, 100 i 500A -FLOOR ftAN$ NF 1.12 YEA A IBOiTpI - N AI.65 ARA IDD 200A, 2008, ]OBA, SODA 4 SODA - FERRIED fLOp RMK ME I.tI P/LIET RAR -RAN I CI,01 EKISTIXG ORAINACf ARA MAP AI.71 ACOM fIN}SN SCNFDIAE RI.22 PALLET RAC[ - RN I ME I. 11 AREA A (TOP) - ROOF PLAN IE1.12 AREA A (BOTTOM) - ROOF PLAN IE1.21 PALLET RACK - PLAN i DETAILS
C1,02 pYELpEO ORAIXA[f AREA MAP AL73 AREA 11DA, JOOA, 100, 500A L COIITR0. ROOM - RFLECTEO CEILING RAMS U.11 NYOAALL IC CAl[LLAi[OIIS 11.91 IXIEAIp ELEVAilp1S JLII YEA A IiOPI - BAA , W1.22 PALLET RAO( - PLAN i BE TA LS
JI.12 IAEA A IBpilpl - BI CI.lI OYERALI - STOPoI pUIX ftAN 51.11 YEA A c10P1 - FOLIgAIIp RAN JI.21 BAR JOIST PMEL P011 JI.11 AREA A (TOP) - BAR JOIST PLAN J 1. 12 AREA A (BOTTO) - BAR JOIST PLAN J1.21 BAR JOIST PANEL POINT LAYOUTS
51.12 YEA A f80iip1- fplDAilp RAN U.71 AREA I - SIpM DAAIX RAN 51.15 YAREHNISE SLAB RAN G.72 YEA 1 - $ipN PAIN RAN 51.31 PILASTER DETAILS
U.33 YEA 3 - $ipM GRAIN ftN Ilpi IXCLUOEDI 51.32 FDIIUAf Ip DEfA1L5 04.31 AREA A - S1pM PAIN RN 51.33 fpROAilp DETAILS 51.35 ANCNp BOLT OEIAILS ,
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9 I 1 ~ , ' N 20875.77 ,l I h 1 ~a .t Q CORNER N 20758.08
~ ~ E e54a_1T----•------------ - TRAILER PARKING E 11072.01 sQ a E e Z W m i T Z
- . , t ~ .11 , +I I~, g 2 w C 1117 (t CORNER °w i o 0 0
- _ I Y 1 4 N 20662.62 i; E 11101.88
. - F t Z
E~ :y-( ~ °yy I i [ 1 i -i - i i I I I I ~ a CORNER 0 N 20565.84
a i .i i . i. .i . .i i . i. .1 I ~ a~ s ° - E 11127.25 (n i Z Z 1
_ ; I ~ I 7 i I I I I I I I I I I i ~ ~ TRAILER PARKING ._.~._~_._.-_-i.__i ._,_.~._.i ___i_._i_. i._.i ._i_. r,
i i i i i i i i i i i i f e CORNER N 20467.68 Q n E 11146.56 W O
s e ~ , _ I I I 1 I I I- I 1- Z_ i~ „ ~ DRY GOODS "
r q ~ II I ~ I 1 i 1 ~ i~ ~ i~ I-~ i N is iI - I CORNER to; W N 20368.63 ~
~ ¢ ~ CORNER ~ ~ ' ~ N 2D33+. TRACTOR 3 1 1 1 1 1 1 1 1 1 1 1 1 Q a E 791J 4 ' ~ - - - - - - - ~ - - - - ~ ~ is I E 11160.78 CD z
. ~ ~ ~ ~ TMG PARKING ~FI~EL! ISI..AND i . 1..1 . .i i .I • I- ~`b ~ ~77 _I 1_ I_I I I_I I f 1 I I ~ x W
# r I R CORNER U N 20269.10 ! I s E 11170.40 LL
> s ~ FE~ELi STiOR~G n _..Ycsxs~iccu ~ ( I I 1 ( I I ' ~ , _ , i r! u ro Jss _ .r ._.1_._1_.7._._._1_. i._.i ._.1_._L_. i._.i ._t_. Q ~ f;
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RR5 i' HEADY LINE 1 1 1 1 1 1 1 1 I 1 1 1 I = a~~_ EJ I
3 ~ [ CORNER + I READY LINE i i i i i i i i i i 1 1 i^' i' f ~ ' ~ ~ , 0 N 20127.35 , q CORNER r N 20069.27 O Q
S ~ E 8215.02 ~ ' I 1, I -i-` - .-i-. ~ ; 11 , N Ir ~)I(' s~~I~ I ~h• f I I I f I I 1 I E 11180.09 J F i I Q
,a . FvREA 00 1 1 1 1 1 1 1 1 , I i , ; J Q CORNER O
, ! I I f t l l l i,,; ~ , ' _ t. ' N 19%9.2T i E I1183.49
~ i i i i i i i i i i i i i i ~p m J W
C7 ° s• Z i i i i i i i i i i i i i i i i i i i ° - ,,r a CORNER I
_ _ - - S N 19846.72 E 11187.92
°e R ' (Y I I I I I I I 1 I ~ ~ i I I I I I I I e m a m m :__.~N.k98AB.~2::-~'"-fl;. I I I I 1 u°°" ~ r, 306.14' 306.74' O
~ ~ ~ ~ R~FRdGE~A,T1~~~ I I I I I 1 I „ , ° ~r ~ 1 , - - - - - - - - - 1 it r-' ~4'IOC~ i d~ ~ l 'I 1 1 1 f 1 .~j~' .1 .7- .T. .7.7. .7 m m m m i u , ~-54 10'W S 82- e CORNER
W ~ r ~71TTi7T/~ N 19724,36 E 11192.34
I I i i i i i i i i i i i i i i i e 5 6 6 J _ ~ I I ° e ° ° ° ~ i;.~~ iii , ~ Y ~ ~ I _ I 1 I ~ ~ ~`--T~-- ~ ~-~T-7•-~T--- ~ ~ 296.11_ 296.7 1 i
Q ~NE'RGY~ CIENTE~ , 1 ' 3 ( A ~ 5 ~ I I I I I I I 11 I I J f- I- 1 1 I s m m a a ~ ~ 01 ' N 82°42'31 N 82°42'32'E 3
I I ` " R CORNER ~ ~ ~ I I i N I%86.10 I i R CORNER N 1%86. TO
Z - • n ~i i ~ r . E 10898.02 N y ,i i t a E 10898.02
N W I I N C 6244.37 E 11195.95
3 ~ ; - iii r----..-- , ,TE y c
~a i i ..PARKING ~ ~ s i e 9 to _s .0
w~ »i~ TRAILER PARKING ~ ' ` ' ~ O1y O W ~ { r Y ~ ~ n
I' I ~ 1 ~ I~~il _ ~ ~ j f~v5 .w f t; I I E 4 , ~5 5 5 , _ 3 y C ~ gN F . ~ {IS ~ o~ w,~ iti 2
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_ ~
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PLAN TRUE NORTH NORTH
N 19235. & 1 ~ ` + ~ ~ E 8580.00 , ( . ~ i a
V u°u i m cr.
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r , S ' , °j55 R . ; 5 h c
R R o . ? 3T. ' ~ ~ ~ ~ = PARKING COUNT N. a
as ° EXISTING NEW T T Z TOTAL a
~ ~ ` ~ CORNER A650CIATE 311 236 547 3 x_ ~ • 933.33' _ ~ N 19016.84 HANDICAPPED 12 - 12 547 12 z
~jO ~_N ~ N 90°00' 00'N E 9935.58 DOCK DOORS 82 56 138 x y [CORNER [ GORIER e ~ N 18974,94 N 18974.94 i 138 SHEET C
~ ~ ~ TRAILER 169 252 421 i_ i_ R ~ ~ E 8959.16 E %93.09 u° READY LINE 70 -6 64 421 ti 64 0 100 200 300 400
a I OVERALL -LAYOUT & DIMENSION PLAN TRACTOR 5T 50 107 107 C2.01 GRAPHIC SCALE IN FEET J
saes c2.D1 scaLE: t• =too' s-a a 3 i
~95a Copyright © 2004 by Carter & Burgess,Inc.

% BENCH MARKS: - -
_ ..._______I _ - ` R 1...l IL_-_ _ N 21102.21 :moo` 6,J E 9622.15
e C NER; 21544' A i N 1472;43 E 9184.4 F ELEVATION 488.78
~ ~ y 9I .41 !CORNER~~, 1 ~ b 2. TBM - CAP 9. 5/A' IRON ROD WITH CAP :ds t?•~.~,= N 20977.38 •~',1'~,?
~ a R R ~ CORNER EE c N 21454..E ` E 10436.94 ELEVATION 490.84
~ ~ ~ E 9094.E ~ ~ ? i. a COI2Y~R x 5 ~ / N 21424.'24-. tw ~ y., E 9510.28 3. TBM - CAP II. 5!B' IRON ROD WITH CAP N 20222.19
~ e LgiNER N 21 U2.43 ~ o ~ eCOtUER E 11115.25 ELEVATION 477.97
~ ~ ` ~ ~ E 9112,11 ti x 21413.42 a CORNER ' ~ E 9528.58 N 21364.40 ~ ~ ~ _ T T 7 y ~ .t CORNEh ~ ) _ ~ E 10 13.5 BM*l BENCHMARK INFORMATION FROM SURVEY AT NCGS MONUMENT 'VANCO'
X$1442.71, i -a` h'Z N 2132!.71 - - _ _ E 9106.36 / , ) ~ ? E 9664.65 N 23021.07, E 11203.26 ELEVATION 513.07
- $ 1~ , `t' - e CORNEA I , ` e GORIER - , _ ) N 21274.89 ~ ' .N 21348:05 ! E 10771.52 ~ C ~ , '
22 tt , / ~ ~ ' t [.9160.20 / t '
~ 7 / S`:J' ~ - I i ' - e CORNER ` I - / 6p 9 JQ, 1 CORNER N 21192.90 ! / J6• ~ E 10828. B9 IER 12.90 !8.89
3~ ~ ~ ~ ' . ~r i 1 / 47u I N 21168 6T y ~ €1 8 x fi ~ •h ~ ~ / ~ / P Ei9955.30 , 'O ,
- - - ge'h ~M;,- %k~ ~ \ / I ~ t eCORNER ~ ~s a~ / r ~ RDHOUSE,. z° ~ ' 1 _ , x 2111,.zB -t CORNER N 21111.20
I s~ / ~ ~ 2 , ~ / ~ ~ E 10886.72 ; ; r f ~ r ! E 10886.72
~ , ! 1 ` -aCr - 11 2b r N 11014.97 a = - _FrR.E=-PUMP ~ I'7~IVp~C, E 10459.41 ~ ~ e CORNER - ~y C„ ` r ~ t ` N 21028.17 e CORNER N 21028.17
' _ _ _ --c.-- _---~~~y-"_" `^F* f1 `?1 „ ? + E 10942.53 e COAXER - - - - - - - _ _ ti.. / ` ~ l E 10942.53
N 2097 .67 ~ _ ,4+. - - - =a - - / - h E 85 ,g - _ _L_ \ ii - ~ ~ ecoANER ~ g ~ 6 - q; ~ l N 20941.9 x > } it CORNER N 20941.94
se - . $ q nom` ~ !~G i 10993.21 S _ a re ~ , E - E , E 10993.26
fl _ _ _ ' NER ' ~ ~ / _ - 'w , ~ ~ 2881351 ~ ~ ~ ~ - e CDR It CORNER °
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+S ~ :208 7 - _ _ 1 .1 _ 8585. - _ - _ 1 4 %;'rl, r' ~ ,
_ _ ? D82S- - mss" \:b~ - ~ i~ ~ T ~I~ i~~fl --i ' ~ nri... ~l 4 CORNER N 20758.08
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, ' , : , N 20662.62 E 11101.88
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8 ~ ~ ---t~~_-_- I; i ~-f-~-f~ T~• {I 1. !fi. .~.~I .-f. ~.I I r~~-~" O t CORNER N 20565.84 - E 11127.25 U
ip a_ i / nSh ~ ~ 1 \ ' ~ i 1' f ~ -I [ 1 I I I I t i , 1 i t 1 ' ' Y_ 9.. /
~ ! i fl i~ 1 t `1 I I 1 1 1 jl 1 11 I~ ~';,1 - `A" , n TRAILF~FL-PJt ~ I' I. I c `I I ' I I. 11. .i .~i . i.~°L- i ~ ` (L 2f
~ ~ , - ~ 'i ; 1 j ti i ; ~ i i - - - N 20467.68 J X ;;yy + E 11146.56 W cl)
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.i 9 ,'„t'' 4, ~ FF I~L~ 80.¢8 ; , Q , _ {CORNER ~ T - - ~ ' E 11160.78 CD z rte, _ ~j w
N 20334. ' li I 1 I i " ~ E 7913.4 ~ . ` 'i TMG PARKING F~lEL;''(SLAND ' , ~ / ' i ~ .I s ~ I i li I r i 1 ` I ia' a' f` _ U
~ ~ , ~ `'s ~---~--~-~--r--r--rr-T-~--Tr--r -r,~--~~ P W _ , 1 h,, ~ - i € ~ € r' ~ ~ FUEL STORAGE. u ~ ~ ~=.~~t~ N CORNER Q N 20269.10 E 11.170.40 LL k: r +
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ro ~s ~ - , Iri'--~ i~', i ~i i i i i' I ~ ~ ~ ~ ~ '„I'. 4 ~ ~ `a'aa,a; t5 x5 ~ SS3~0 `,J"i7. ' ilf: a= .11•-.-:~._.~-.J.-_-Y?~.-._._.r.- 1._.~~-. _r in,IJ. ` e CORNER N 20169.21 z
' i I i / tiP I „1'; E 11175.84 Q
_ - i , i , I ~ / a I,~ ! + f S i 1 gill d'n,`t i : r a~ ~ 41,1, CL - t CORNER
READY LINE --r•"1 r,-~.- I I~ I ~I 1 ~,1 I , ~1~,1a .-1~.-_-.~-. -.-Y ~ i ~ 4nni ~ ~ , .e,CORNER ' I M. •I ~ I 1 ~ , I , I ` ,I,a it N 20069.27 E I1I80.09 Iwge t Z
, 1• " N 20127 35 • " ~ E 8215. D2 s ' - I 1 I 1 f h I I I f; ! i ~7, 1 .1 s _ _ _
' - "NS. - - i is € I ' ( I ~t~ .E..- - _ _ _ _ _`_i , , y,, d ~ a. Q { , ' yt; algal fr ih N 19969.27 ir
C. ~ ' ' A ' , _ i .hr=E 11183.49
.-.E-.-i-.- _.r.y. .y. - / a +f . , / ~
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i C 4,s a _ N 19846.72 ---I E 11187.92 Q
_ I I I I _ _I I ~ I - I - I - -I - I ,s' • '%~,,E~Bbj• `'"~i•__/306.T4' - - -1 -~i---1--- -._i_ EFR G I~TIQI~ . . - I i ~ ~ ~ G,~, ~ - w - Cp 306.74' _ W
° ~ ° Q ~ - - 4' 1D'W 1 s t a C CORNER O \ N 19724.36
~.W C \ ,trl ? € E 11192.34
~ ~ , W lr, / ~ 1 ` I I I I I -I ~ 1 - I - I - I- I `a ,e'. .e . L[~I' y' ? ` 296-71'
~ • , ~ ~ ~ ENERGY C I~TE ~ ! ~ 1 ~ 4 \ ~42''3ZE Y ~ -Y ) I I_ I 1 I I I ~ I I[ a e o „ '`I , A ~h82 f g2o42'`SZ E
t 3 F" -I I ' I I I I j-.~.,I• ~1 I I i / r:q,' ~~1 A ~,eCORNEA / ~ ~ - " r" # . ~ . l.al, ' I x I %86.70 ti, _ - - e CORNER. 19686.70
$ , , H . ._4 a La 110898. ft Q CORNER N 19624.37
'tl / rO t~~ _ _ _ ~;6 v ' E 11195.95
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~ ~ ~I - , ` NORTH x ° -2
, - N 19235.84 {{I` it 1 , l , u u
E~ ~ I 1 I~I , ; ~j ' i E 8580.00 1 { ! I ~ . i Y- ~ ~ w ' _ J J[J~Y.A J/l• 1 lsl,?. f5 I i i
' _ r II t , V r ~ , ~ i ,
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Ran J0"J . ~ / , ,
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33jj Y ~ ~ _ 933.33'~'~ / M 19016.84 i
3b_ 8 ki - Tf 90°60' 0a'M~- / ~ ' E 9935.58 i . d _ r GORIER ~ - - F - , a CORNER - - _ , i t SHEET f
~o yogi - N 18971.94• ~ N 18974.94 ~ ~ E 9893.09 E 8959.76 0 0 100 200 300 400 C3.01
~ ; _ w - ne : i OVERALL -GRADING PLAN k GRAPHIC SCALE IN FEET
° C3.01 SCALE ~ I ° 100' sJm°
~;-a i~, d`a Copyright © 2004 by Carter & Burgess,Inc.

BENCH MARKS:
, _--.-t---Talk--Ckr-$,-- - tROM ROO-tn TifCAP---- Pt.__-•~~ . - - N 21102.21 o`' s'
, R NE a 7154 R4/ ~ E 9622.15 ELEVATION 488.78 W^ ~f
N 117 ,43 q 4 , . ~ 9I .41- E 918 ` ~ ~ G R CORNER 2. TOM - CAP 9, 5A' IRON ROD WITH CAP N 20977.38
~ ~ Sl 8 CORNER N, t E 10436.94 ELEVATION 490.84
~ E 9091.E - l e COAN~R \ ~ - N 21124.-2i,. 3. TOM - CAP II, 5N' IRON ROO WITH CAP N 20222.19
~ e CORNER , S., E 9510.28 ~ N 21172,13 o ~ e CpiNER E 11115.25 ELEVATION 477.97
$ ~ E 9112.41 ) ti' N 21413.42 l e LOANER BM*I BENCHMARK INFORMATION FROM SURVEY AT NCG$ MONUMENT 'VANCO'
~ y y ; ~ - .e CORNEA }I ' E 9528.58 E 10763.57 CORNER' ~ ,j' ~i - - E 4106?16) ` I ~,2 N 21379.17 •n ~ / ! t ~ ` E%69.65 \ eC011NEA N 23021.07. E 11203.26 ELEVATION 513.07
- , ~ I t_ a A j "1 N 21274.89 19
t ' j ~ :N 21 X8.05 ` ( E 10771.52 R R , r 4.9160,20 1 i2
J! ' f _ - / ~ J ` I 7 - e CORNER 7 S 6 Jg 1 ~r ' ~ t p Jp, N 21192.90 CORNER 21192.90
~ Y ~ ~ ~ ~ ' 7 ! ! J6, CORIfA ~ E 10828.89 8 8 ~ e~ 1~y~ ~ ' ( 47U ~ i 1 r P N 21168,6, `x. o : r } 1 _ - _ _ ~ / ~ g , _ - ~ .1 / , 419955.70 0 ~ , - 10828.89
~ ~ ~ ~6~ , i 1..X7 s~,i E 1 r % o ' ~ eCORNER It CORNER N 21111.20
~ ,a ~1' RDHOUSE~i l r N znn.2a f+ E 10886.72 E 10886.72
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, n'1\ 1 _ ~ .il~! _ P ~ ~ i, X21028.17 r~a\ _ ' L_~ =-__-_'r-:-- - 2,~~~ _ - - -l E 10942.53 CORNER ' i } ~ - ...--~-"-."--"'.Ex rcr = - - - ~ e ( ~ . N 21028.17 °C - E 10942.53 d !g
N 2097 .6, _..1/+ _.L.^~.. J~_. c~ _ - - _ t`~ e^' ~ ~ E 85 .9fi _ _ _ ~ ~ i _ _ ? _ 1 _ ~ ~ CORN „ _ e =a ; „ ` _ _ a. / N e CORNER
- h - R p _ . - - ~ ~ ~ \ i - . f 2094 f , _ , b' d ~ - ~ _ _ - ~ . ~ ` E 1099 N 20941.94 E 10993.26
b _ - - - _ ~ 7" ~ - _ - - - - 20881,51 , ---"K----f-^~.-..~ i ~
E 8491.35 + \ i:. T. s~t;L._='.3',- ~ e r , R.~ r- ~ I r ' It CORNER N 20851.40 -
r, .CORNER ~ ~ lam. 6^ 9 _ 4. , , t , ° N; aoe~.2, ~ ' } ~ Iii -~r-. i v~ E 11035.78
8 -a- / 8585.75' ~ t i b ,fir 'I ~ _ _ - _ 1~ I' , ~ , i- ca-. - - ~ - ~ - _ - : _ - ~ t R CORNER
oa,5.n - - - _ _ - ~R~I ER .F~. RIC~' , _ _ _ . _.w e-= 2 - - - - ~ 'P N 6 _ "4 F - - N 20758.08 m E 11072.01 u o io
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~ :a 0 , _ 1 4 U 1 I I I 1 I i I I I I ; , E 11127.25
~ a it / \ ( ~ q ~ I+ .'~P„ I I ; I i i 1 f 1 ; I I I ~ a,V " ; a .i
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n n ~ Illdlll~ IAr;r+ - ~ - ~ FFI L ~pp0.88 Q, Nr ~ . , ~ 7 CORNEA ~ I.F,; ~ 50 6' I I ~ i Y i i rd I' ~ a i lauli A- I i N 200368368. .63 O E 11160.78 (0 Z
N 20334. s I ~ ~ - - - I IIRIIlI RvC w(~ -1-1;;, .-•-~-.-•T~--~ ~~,-~~-~-r-~~-;-~ - a, - r r ~ , ~ 4,913.4 r 111'IOp TMG"' - PARKING tiEOYAN~- I II I I 1 I I i i~ ~ a,, . F.llEL,'`IS~AND , w r k U =
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_ ~ s 5 -,~~_.~liluu,I I 'z ; FUELi STiOf~~,GE'\ it i i ,`I i i r , ' ' . E II1TO.40 LL
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J, ' S' ~-1 jet I f" ~n;L d'nh. ~ ~ ~ ~ 7 oy~~,, Tiit~(IITi [ F ~ ; r { 1' I ! ~ I j I ~ I i I 1 ,1~ I ,'I I, I - r.!• ~,,,p II d +r1V ' N 20169.21 E 11175.84
a ~ ~ + _ 111Ia1i'i lull _ r. .,r. „I - ~I 1 - - - ~ I I f I ; I I~ ! I t 3 ~ I 'I I { '~-1 . r , ~ I r ,-I , . 1 ~ ~ Y I , ,r , ~,I _.,,..._.~._.r. .r.~ - -Y._.~C_._.T._.y.~.~._, I ';91 ~ I 9 I; I , I , I li 1 1,` I rl I I I ~ ~,tt ;1~ - - , '~Eti +Iin Iil i~
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; f N 19969.27 t •t t„ I E 11183.49
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I,I i ( CORNER 0
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8 w 61(11, - I f rr' I;`p , ' ,,t \ N 19724.36 E 11192.34
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$ "i a e COAIffA. e e o N 18979.94 ~ r N 18974.94 • g ~ ; f r 4959.16 - / E %93.09 L 0
~ 1 OVERALL -STORM DRAIN PLAN molawsl0m 100 200 300 400 C4.21 GRAPHIC SCALE IN FEET
>s„~ C4.21 SCALE i' iD0' ~Jto i
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Copyright © 2004 by Carter & Burgess, Inc.

MAINTENANCE NOTES: _ _ ;•~R,~ss>~s
t _ . _ ,..n.urryrM ryri
= a a a t - i. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED FOR STAB IL[TY ~ 1 ~ ~ d ANO OPERATION Ai LEAST ONCE EVERY SEVEN CALENDAR OAY$ AND WITHIN 24 HOURS ~ I ` COVERAGE FOLLOWING RAINFALL OF 0.5 INCHES DR GREATER. ALL SEDIMENT CONTROL FEATURES
n 8 SHALL BE NAINTA INED UNill FINAL STABILIZATION HAS BEEN OBTAINED. , ~ S E A R A
2. LOCATIONS WHERE VEHICLES ENTER/EXI1 THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDI Ni ~ t TALL FESCUE ME TRACKING. A iEAPOAARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 80 LBS. PER ACS ~ WILL BE CONSTRUCTED AT EACH LOCATION WHERE VEHICLES ENTER/EXIT, AND EACH ~ V ~ SEAICEA LESPEDEZA
i 20 LBS. PER ACRE $ ~ ENTRANCE WILL 8E H/INTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT KOBE LESPEDEZA ~9 FRpA LEAVING THE SITE. i T 10 LBS. PER ACA
~ ~ k` E , , ' 1 ~ '1 "y' > S : ~ 4 3. SEDIMENT BARRIERS MUST BE INSPECTED, AND IF NECESSARY, NJSi BE AR ' ~ , 5 ENL CED OR ~ , TEI~ORARY CLEANED IN OROEA 10 PROVIDE ADDITIONAL CAPACITY, ALL MATERIAL E%CAVAi I ~ E~•-`` SEEDED AREAS
~ ~ BEHIN ED FROM - ~ 0 $EDIAPNT BARRIERS WILL 8E STOCKPILED ON ixE UPSLOPE SIDE. ADDITIONAL ~ ~ t RYE (GRAIN( SEDIMENT BARRIERS MUST BE CONSTRUCTED A$ NEEDED. P'~^ 120 LBS. PER ACRE
' Ta.~' J g 4. INSPECT IONS W0.L EVALUATE DISilA8E0 AREAS AND AREAS USED FOR SiOR[NG a ~ - _ r r j J ~
~ ~ ~ MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF OA TH P - ' E OTENTIAL FOR, i Y / / A POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST ~ ~ - / t BE COVERED, OR ORIGINAL COVERS MUST BE REPAIRED OA SUPPLEMENTED. ~ ~ 4~ • 1
PROTECTIVE BERMS CONFOANING TO 8/C5.11 MAST BE CONSTRUCTED IF NEEDEDS~N ORDER 1 , J i ~I ~ ~ ~ TO CONTAIN RUNOFF FAON MATER A 1J// ~ / t ~ ~ I L $i01tAGE AREAS. / - , / ~ ~ ~ 1
5. GRAS e, , , c ' I / ~ J SED AREAS WILL BE INSPECTED TO CONFIRM THAI A HEALTHY STAND OF GRASS IS Tt. - + G ARDHOUSE„/ ; ' ,r' i ` ~ ~ NA INTAINEO. , _ r ! , I
;a .0.~• i ' ~1F~ PUMP h~OU ~ + J , pp 6. ALL INSPECTIONS ARE TO BE DONE BY THE SIT ^-r / 1 r +E use E CONTRACTOR. . ~i" - ! / ,
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_Sg_ SEDIMENT BARRIER - C7 r.T.-h-.y.-.y.-.~.~ t•-~ ~ ,`T~, : , ' ~ ~ - , 1~"1 FWME INLET --~--.I .-.I-.__-. . _ #t i~r•~.^ / ,
PROTECTION to n;~a ~ ~ I I I ~ [ E I_ ~ ._I. .L-~~--• - _ W / y / Z Z O
~ R R ~ I - I--- i I --I-i I I L 1 I I_ I I_ ( I I • w t u t't - - I , ~ .,f , ~ - . - CONSTRUCT r Q - _ _ _ _ _ _ _ _ _ _ ~ _ T _ _ e r' e -r-~---~- r~~„Yr • - ~ n it ION ENTRANCE ~ I ~i~FRIIG ' _ - f Cow
--~------I--I--I---- ERgTI I i i i~ i- - - o -I 1 - - 7,. ~ ~ ~ ~ ® EROSION CONTROL BLANKET Q ~ w w' w w ~°P i ~ '-Ts d ~t ---~_._.F._ WWZ
a ~ LIMITS OF CONSTRUCTION _ I I I ] I I / , CIO U
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_ ~ , , ~ ~ - INSTALLATION NOTES: ~ ~ _ _ TRAIL / ~ ~ - _ ~ Y-. ti
` ' jg ~ 1. CONTRACTOR i0 COMPLY WITH THE STORM WATER POlLU110N PREVENTION PLAN (SMPPPI ~11' ~,i I ~ ~ PREPARED FOA THIS PROJECT ALONG WITH ALL LOCAL, STATE AND FEDERAL " I ' ~ ~ ~ I ~ ( I k I I I! i ' --'fi'r c__,- r = i ' < REGULATIONS FOR SEDIMENT AND EROSION CONTR ~ I , ~ ~ ~ ! } I ' I' I I
2. CONTRACTOR HA _ ~ - `i _I _i ~ ~ a....... _ - / _ , S LL INSTALL aDO1TI0NAl SEDIMENT CONTROL BARRIERS A$ NECESSARY / t' _ y
TO CONTAIN ALL CONSTRUCTION SEDIMENT ON SITE. v _~--rte-. _ - ~ ' >.r . - -.ti- , I, i 3. CCNTRACTOR SHALL Ma[NTAiN ALL EROSION ANO SEDIMENT CONTROL BARRIERS DURING - - m 2 ~N
H ti CONSTRUCTION. - _ ~,°r W O V P g O O C o F n
4. ANY ACCIDENTAL RELEASE OF SEDIMENT FROM THE SITE SHALL BE CLEANED UP BY THE ' i' ~ CONTAACiOA, i ~ - : C ~ , - - m q~q I ~ N LL N :
~ ~ ' nYe ~ , - 5. CONTRACTOR SHALL PROVIDE A TEMPORARY GRAVEL DAIYE FOR ALL CONSTRUCTION ! ~ t ' ` ~ ' 1° ° ' - y , i R ~ ACCESS ONTO EXISTING PavEO ROADS. , , ~ t°
n 1 ,n , i t ^ I ~ r , ~ I ~ ' : 6. CONTAACTOA SHALL REAgYE ALL SEDIMENT CONTROL BARRIERS AT THE COMPLETION OF _ , ~ ` m ea' 8 35° 00'00"
i s CONSTAUCT[ON, OR IF NECESSARY, AFTER ESTABLISHMENT OF PLANTING. " 4' ~ ' 1 r , r ah ~ _ i i ~ ~ o r ~ 7;; h 1. EARTH CONTAINMENT BERMS ARE iD BE LOCATED ALONG PEA (METER Of ALL AREAS OF ~ ~ F~, TRUE NORTH ~~a= PLAN
y TEMPORARY FUEL STORAGE AND HANDLING, RE: 8/C5.11. - ~ 1 NORTH L
_ ~ ALL PERMANENTLY EXPOSED SUES H J i ~ - ',,6~ ' W W RE: S ALL BE STABILIZED AS PER THE CRASS 1ABLE, _.-;~o~ J ; ~ - ~ ~ ~ ' r J y e C5.01. _ - I :y
i a / ~ - _ { 9. MITHIN 14 DAYS AFTER CONSTRUCTION ACTIY T ~ 6~ 4; ~ `S"+.- ~d"`*7:w,'`' I Y TEMPORAA ILY OR PERMANENTLY CEASES ~ri~ ~~2 .,.-.,,,r. ae.!,.~ J ` Vu
a ; ~ IN ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE MILL NOT BE . _ , ~ ' CONSTRLK:TION FOR LONGER THAN 21 DAYS MUST BE iE1PORARILY OR P RM ~ - - dd d 4`% ° SEEDED AND MULCHED. E ANENTLY ( -
Io. ousr CDNTR I 1 aN OL SHALL BE PERFORMED BY THE CONTRACTOR BY APPLYING WATER A$ r - - / ' REOUiRED. ~
/ i J { g II. SED[IENT BARRIERS SHALL BE PLACED IMAEOIATELY DOWNSL / / OPE OF ALL STOCK PILES. ~ r . aF Y J
~"ng 12. ALL PERMANENTLY E%POSED SLOPES SHALL BE STAB[L 12E0 WITH A NAi ~ U._, / E REFER TO C5.01 FDR PERMANENT SEED MI%. LYE SEED MI%, t J.` / -
nz n^~ ~ no u° 13. C~•8' SHALL BE USED FOA ALL ROCK OUTFALL EROSION PR -
OTECTION. I EROSION AND SEDIMEN n-e' a 14. NAY BALE SHALL BE INSTALLED AROUND THE SLOTTED PANE DRAIN UNTIL THE CONSTRUCTION TATION CONTROL PLA r Is COMPLETED, C5.01 SCALE: i'=100' N 0 SHEET
0 ~ 0 100 200 300 400 !
~o~ GRAPHIC SCALE IN FEET C5.01
Copyright © 2004 by Carter & Burgess,inc.