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Home My WebLink About20140341 Ver 1_Design/Maps/Site Plans_20140217c c L L v. + > L � o� � c c � � 'c L d � > c v3 OL N C ,� ti� �! N� a 0 O � �` O� � ' V •� � � `� � 0 V, See Shee1 9-A For Index of Sheets 0 BEGIN PROJECT —L— STA.10+50s00 �� RAI�DOLl'H C� U11ttT�' LOCATI011L• BRIDGE NO. 750029 OI�ER UWHARRIE RIVEl� 01K SR 110� (BUR11lEY MILL ROAD) TYPE OF WORK: GRADI11iG, DRAINAGE, PAVI11lG AND S1"RUCTURE � �� / i .. �y% �� )' i i� �r�' UWHARRIE RIVER 5��,� ��,;�'''��%. R� THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. L_ _- **A DESIGN EXCEPTION IS REQUIRED FOR SAG VERTICAL CUitVE K VALUE AND VERTICAL STOPPING SIGHT DISTANCE. I N�oo� NS�s END PROJECT —L— STAe 15+75000 RELEASE FOR CONSTRUCTION ROADWAY PLANS SUBMITfAL NO: f'r016 DATE: FEBRUARY 78, 2014 L�� R��H, � /MPROV/NG YOUR WORLD CAROLINAS R58HArchilecis-Engineers•Planna�s,lnc. PrBpored !n the OfflCe of: ��"`��CAe ��'� GldAPHIC SCALES DESIGN DATA PRO ECT LENGTH RSF�'H riI'nRAvires ; o�.,;�.,....,o�; ,, J �C�,.• E55�� .�f•�-.� ADT 2012 = 500 ARCHITECTS ENGINEERS PLANNERS, INC. ENGINEER ':,QQ°Fs�L�� :: 50 25 0 50 100 8607 SIX FORRS ROAD, SUITfi 260 :�^i 18442 e�� p� ��'��fi' RALEIGH, NC 27615 ?�'L,F P,r °'o`� qN' �'9 2 0 1 2 S T A N D A R D S P E C I F/ C A 7 f O N S .�� Pp ••N� I NEE: ��` �3 �� PLANS LENGTH ROADWAY = 0.059 MILES �'4 �fON B��o`' ;� % KENNETH HERRING PE �`�°'0 z n Z°�y ".s. �•,,,,,,,,..•• � 50 25 0 50 100 T= b% * LENGTH STRUCTURE = 0.040 MILES RIGHT OF WAY DATE: rxo�cr BxcnvFFR srcxaru �: „'�� $ ROADWAY DESIGN ��o`°�� .^.R��''•. � � V= 25 MPH APRIL 2 2012 RICHARD DECOLA, PE ,�.•�°;••Fessio�yr-•.� � e PROFILE HORIZONTAL = TOTAL LENGTH = 0.099 MILES � PROJECT D&SlGN ENfiIN6A.R ENGINEER =.:4�os�L,��.. : ��p ��a ( 1 TTST=3 DUAL=3 . 70 5 0 l0 20 FUNC CLASS = LETTI1VG DATE: VIRGINIA MABRY . :�i 034381 ;�: �� g�A�� LOCAL APRIL 2. 2012 xcnor covracr �'p�H�RD��N,E.Q�,o.•`� PROFILE (VERTICAL) SUBREGIONAL TIER 1 P� �"" ""�� srcxnruRs: Z �7 Zd! , ; m N Note: Not to Scale *S. U.E. = Subsurface Utility Enganeering BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line ---- ---- Township Line , --- -- City Line -- — Reservation Line — - — — Property Line Existing Iron Pin � Property Comer —N Property Monument � Parcel/Sequence Number 123 Existing Fence Line -x—x—x- Proposed Woven Wire Fence e Rroposed Chain Link Fence a Proposed Barbed Wire Fence � Existing Wefland Boundary - - - -w�- - - - Proposed Wetland Boundary Ma F�cisting Endangered Animal Boundary E^a Existing Endangered Plant Boundary EPa Known Soil Contamination: Area or Site —�— � Potential Soil Contamination: Area or Site -- �—� BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or WG Tank Cap O Sign a W6�� Small Mine 'SZ Foundation 0 Area Outline � Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water -- .--- Hydro, Pool or Reservoir I-----� L___-_J Jurisdictional Stream _�S . _ Buffer Zone 1 az i Buffer Zone 2 az s Flow Arrow � — Disappearing Stream }---- — Spring ��.. `�. ^ Wetland � Proposed Lateral, Tail, Head Ditch . � F- ,�, False Sump � ��j�]Ey �lF y1�T�IEg�I�[ ��]y[$�lL�I�TA +�'� V JL6J��d V �L Jl�l�'lY� YV � �l dl C�NVENTIONAL PLAN SH EET SYMB�LS R�4ILROADS.' Standard Gauge - RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF W.9Y Baseline Control Point Existing Right of Wuy Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite RtW Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement- Proposed Temporary Drainage Easement Proposed Permanent Drainqge Easement — Proposed Permanent Drainage /Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement �fi CSX 7RANSPoR7pTlON O MILEPOST 35 O ��H � � �: 0 C% 0 W -E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND REL9TED FEATURES.• Existing Edge of Pavement ----- Existing Curb --=-- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail T T T Existing Cable Guiderail " " Proposed Cable Guiderail � n " Equality Symbol Pavement Removal l�'GETATIDN Single Tree Single Shrub �� i �� Hedge ^"""'^�'^^^~.�.,^- Woods Line 1"""""11`�-'"'� Orchard Vineyard EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: E�cisting Power Pole Proposed Power Pole Euisting Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer WG Power Cable Hand Hole H-Frame Pole Recorded WG Power Line Designated ll/G Power Line (S.U.E.*) TELEPHONE: t� fl 4 €� Vlneyortl CONC — J CONC WW I � CONC HW �--------� � CB OO Existing Telephone Pole -�- Proposed Telephone Pole -0- Telephone Manhole OO Telephone Booth O Telephone Pedestal ❑O Telephone Cell Tower �y. WG Telephone Cable Hand Hole HH Recorded WG Telephone Cable * Designated W�G Telephone Cable (S.U.E.*) - - - - -�- - - - Recorded U/G Telephone Conduit �_ Designated WG Telephone Conduit (S.U.E.*� - - - -*�- - - - Recorded WG Fiber Optics Cable * F� Designated ll�G Fiber Optics Cable (S.U.E."}- ----* F�- -- WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � Recorded ll� Water Line • Designated WG Water Line (S.U.E.'r--- - - - -�- - - - Above Ground Water Line A/G Water lY: N Satellite Dish C� TV Pedestal O TV Tower � WG TV Cable Hand Hole HH Recorded 112'� TV Cable rv Designated WG N Cable (S.U:E.*) - - - -��- - - - Recorded lYG Fiber Optic Cable �� Designated lY� Fiber Optic Cable (S.U.E.*r ----*� F�- -- GAS: Gas Valve Q Gas Meter � Recorded WG Gas Line = Designated LY� Gas Line (S.U.E.*) �- --- Above Ground Gas Line a�c cas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout �+ WG Sanitary Sewer Line u Above Ground Sanitary Sewer a�� sa��.a�,. 5awe� Recorded SS Forced Main Line �ss Designated SS Forced Main Line (S.U.E.*) - - - - -Fss- - - - MISCELLANEOUS: Utility Pole � Utility Pole with Base � Ufility Located Object p Utility Traffic Signal Box ' ❑s Utility Unknown W�, Line ,�r� 11�C; Tank; Water, Gas, Oil � Underground Storage Tank, Approx. Loc. — usT A�G Tank; Water, Gas, Oil � Geoenvironmental Boring � 11�G Test Hole (S.U.E.*) � Abandoned According to Utility Records — AATUR End of Information E.O.I. c rn � � 2 9O �,Z n s� / �� 0 o� LOCALIZED PROJECT COORDINATES -L- Sa'A.10+50.00 BEGIN TIP PROJECT 750029 N = 646785.3356 E = 1706579.0914 NCDOT BASELINE STATION "BU102" LOCALIZED PROJECT COORDINATES N = 646835.0527 E = 1706541.0799 / /NCDOT BASELINE STATION '8�101" / LOCALIZED PROJECT COORDINATES / N = 646692.9904 E = 1706669.3667 0� / / �� / � O/ ? � ! J `I � 1 � I � � I = h S UR VEY C011lTROL SHEET 750029 � N � w � N � CONC DAM S� \ UWHARRIE RNER \`I lI LOCALIZED PROJECT Ir STA. l5 + 7�.00 END N = 647287.1757 E = 1706632.9730 NCDOT BASELINE STATION '8�103" LOCALIZED PROJECT COORDINATES N = 647126.8062 E = 1706651.4446 B� BMI ELEVATmION = 366.11 PO1NT OESC. NOqiH E/+ST ELEVAiION L STPTION OFFSET N 647086 E 1706768 - - ... ......... - - - --- -..... .--�-- -- .... t¢1 BL-IBI 6c6692.99Ba I186669.366) 403.I� OU15[OE PRO,ECT ��n�Ts -L- STA.14 +16.00 I40' RT iez e��ez 6a6835.052] ]]86591.0]99 392.00 ii•ee.i� 15.ia LT RR SPIKE IN BASE OF 18' POPLAR 103 BL�193 6/J126.8962 IJ86691.1449 3]].80 1�•16.92 16.20 FT GPSI ... .... )50029:1... . 6�)358.0330 IJd6693.0630 3]5.02 �11T510E PflOJECT LINITS Bnl EIEVRiION � 366.11 N 64]086 E 1]06]68 L STRTION 1<•I6.¢¢ la¢ qIGHT RR SPINE IN BASE pF IB' POPLnR ........................................ eM2 ELEVf+T10N 382.BB N 641454 E 1)0643] � L STRTION IE•12.0¢ N 52'33'52.62' V DIST 222.80 flR SPIKE IN BPS[ pF PP ........................................ NOTE: DRAWING NOT TO SCALE PROJECT REFERENCE NO. I SHEEf NO. m BM2 ELEVATION = 382.00' N 647454 E 1706437 L STATION 16+12.00 N 52°33'S2.62' W �ist 222.80' RR SPIKE W BASE OF PP COORDINATES TIP PROJECT 750029 NCDOT GPS STATIDN "750029-1" LOCALIZED PROJECT COORDINATES N = 647358.0330 E = 1706603.0630 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT ]S BASED ON THE STpTE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "750029-1" WITH NAD 83/NSRS 2007 STATE PLANE GR1D COORDINATES OF NORTH[NG: 647358.0330(ftl EASTING: 1706603.06301ft) ELEVATION: 375.0181ft1 THE AVERAGE COMBINED GRID FACTOR USED ON THfS PROJECT fGROUND TO GRID1 IS: 0.9998707375 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GR�UND DISTANCE FR�M "750029-1" TO -L- STpTION 10+50.00 IS S 02°23'48.7 W 573.199' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL D]STANCES VERTICAL DATUM USED IS NAVD 88 NOTES: 1 TTIE COATROL DATA FOR TfIf9 PRQIEGT GN BS FOUND ELECfROMfN.LY BY SELECfING PRO✓EGT CONTROL DATA A7.` THE Fl7.&.9 TO HE F1�UND ME A9 POLLOW9.� 7500't9_k_wwol.te BITE �er�aaemfON INFY1RafATION 7lAS NOT BEEN PROl7DED FOR TFfIS PROJBCf.IR FURTf7ER INF1DRMd770N 19 NEEDED,PI.F.ASB CONTACT TN& IACATTON AND SURVEYS UNfT. � ARIfCATES QEODETIC CONTROL MONUd1ENT3 USED OR SSP YOR XOID7ANTAL PROJECf fANTROL BY TNE NCDdf LOCATTON AND SURV6YS UNIT. PRWELT CONTROL P.5%'ABLf9fiED U91NQ CIABAL POStTlONINC SYSTEM. � � PAVEMENT SCHEDULE (FINAL PAVEMENT DESIGN) C 1 PFOP. APPROX. 2YZ" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C`2 AT�AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYEHS NOT TO EXCEED 71�" IN DEPTH. E1 PAOP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.06, AT AN AVERAGE RATE OF 456 LBS. PER Sa. YD. R1 SHOULDER BERM GUTTER T I EARTH MATERIAL U I EXISTING PAVEMENT �/ � INCIDENTAL MILLING Rl C� El T :. P.io I I I I I I 6.5„ SHOULDER BERM GUTTER OtJ TOP OF SUBGRADE DETAIL 11SE DETAIL -L- ST�►. 11 + 84.00 TO -L- STA. 11 + 88.00 LT & RT -L- STA. 14 + 22.50 TO -L- STA. 14 + 38.00 LT & RT VARfABLE MILLING NEW PAVEMENT � � �, �, �----- ----------------------- — 2.5" 6.5„ E1 DETAIL OF MILLING AT PAVEMENT TIE-INS USE DETAIL -L- STA. 10 + 50.00 TO -L- STA. 11 + 00.00 -L- STA.15 + 50.00 TO -L- STA. 15 + 75.00 CE —L— 3' 10' 10' 1 � 3' , S' � o`oe I " o`oz i o.02 `� I o.oa � a�� _______________________� _____- �1�� T I VARIABLE EXISTING PAVEMENT _ � J PR E1 � � E1 6.5" 6.5" GRADE TO THIS LINE TYPICAL SECTION NO. 1 **MILL At�lD OVERLAY ONLY CE —L— � 4:) ti PROIEGT REFERENCE NO. SHEEf NO. 750029 2 ROADWAY DESIGN PAVEMEIJi DESIGN ENGINEER ENc;INEER ..�N,�GARo., ��pPtH:;ARo<i�'� °'Q-:'FESS%p,l� .; .°```ap°�oEESSip .!�y% =`O.ir� 'I%'�.2? � f22 �Y_: :2�e SERL 9l.Y' S S sea� •. i` - ' n 2zt�s; = ` 034381 ;n��F :`. :p''`, ' : :'�'` � ' '.'F,P• �C,�„F;£4=�'c��,` ` •,9 „��„��3��'T C�� PR p,��/y ! iGLU L��L R�� /lNPROV/NG YOQ/R WORLD CAROLIPIAS R58MArchilecis�Engineers-Plannere,lnc. USE TYPICAL SECTION NO. 1 -L- STA. 10 + 50.00 TO -L- ST�.. 11 + 00.00** -L- STA. 15 + 50.00 TO -L- STA. 15 + 75.00 TYPICAL SECTION NO. 2 *MINIMUM 3-11" Gl1ARDRAIL OFFSET � —L— I 30'-0" 27,_� 0„ 1,_1„ 3'-11" 70' 10' # �Z 1 # � � � 0�_02 � GRADE POINT 0.02, 3� � ICAL SECTION ON STRUCTURE # - SEE STRUCTURE PLANS USE lYPICAL SECTION PlO. 2 -L- STA. 11 + 00.00 TO -L- STA. 11 +99.00 (BEGII�! BRIDGE) -L- STA. 14+11.50 (END BRIDGE) TO -L- STQ►. 15+50.00 USE TYPICAL SECTION OP9 STRUCTURE -L- STA. 11 + 99.00 TO -L- STA. 14 + 11.50 Z O � � -L- CURVE DATA / PISta 10+42.78 PlSta I1t28.49 �=/7' S5' 295' (RTI �= 50' 10' 27.7° (RTl D= 50' 00' 00.0" D= 39' 30' Sl.6" L= 35.85' L= l2698' 8EG T = 18.07' T = 67.88' -L- R= I/4.59' R= l45.00' BEGIN APPROA( V= 20 MPH V= 25 MPN -L- STAIlf88.( INC = l5' e = 0.06 BEGIN GRADE END OVERLAY -L- STA. 11-�-00.00 BEG1N PROJECT BEGIN OVERLAY �o -L- STA.lOf50.00 JAYES 5/YYOHS OB !4/9 PG a02 vVocDs -L- PC Sto.10+24.71 N 48° 50' 15.7° W� -L- POT Sia.10+00.00 i -BL- 101 4, O (IXIST WW) � ��.o� 1 G 3 � 6o.ao• �T � 4 n`�y.Oc ;, +as.00 -U il � �N SEVEIff �f I (E7p57 p�y/) / DB w39 PG 6/4 4�' 60.00' LT f -BL- IOZ � .".OVC DFN �/ 4 TOE PROTERION .{� SEE DEfA1L'A' E E7-� EIP � qo / 4 e<�2b , W U+a>wrair ravr.n %gr_ ° w-,.��.,�",�-� - � - �J - - -� �- - F „ _z. -' � / �� ti j� �, END PROJECT -L - ST A. l5 -�-75,00 OON SEVERT OB l434 Fl"i 6/4 iRIDGE 4+n.5o � G � fPLLOSP PPROACH SLAB � ,", - STA.14+22,50 f ��. +75.00 -L- � 55.00' LT �' ."rs'^== a `' +00.00 -L- �R'Ui"L G�'�,.� "_""_.• ' � � 04D l�ISTRWf-^'+�� %( r---' /� % ''-� �, - • - - � ""l ( �L455 �� , - .. Od� -'�' F rs�e w�r � �' CL155 II 3 _�_- ��- I 15' RCP-III F � TB � . 5 .:28' 6' E / _m ^ wP xnv r' i i,, E �� BEGIN SBG `+�Ess- � � +2�5.�0'k' %�Y .S -�- sra»+aa ss. � `�y � w++l LT 8 RT IPOCCS F £ 45.00' RT +25.00 -L- / / THONAS 5/uu0N5 � \ � � <5.00' 0.T � OB la30 PC %3 r \�. � �� `�, \ ��y m ` '� \ \\ BMI ELEVATION = 366.11 ^ N 6970B6 E 1706T68 � 4 -L- PCC Sfa.10+6056 �\ 'L- STA.14+16 �ao• R, pR SPIXE IN BASE OF IB' POPLAP rl _r _ p7- cr� lI-AR7 FZ I� BRIDGE APPROACH SLAB FOR STRUCTURE PLANS,SEE SHEET S-ITNRU S-28 BEGIN GRADE END OVERLAY -L- STA.II+00.00 EL = 392.52' PI = I1t65.00 EL = 38628' VC = ll0' K = 17 V = 20 MPH BEGIN MILLING & OVERLAY -L- STA10+50.00 CLA55 '!l' R!P RAP Ca 30 TONS EXCAVATION � 25 CY 10 11 BEGIN BRIDGE -L- STAI1+99.00 12 13 -L- END BRlDGE -L- STAl4+l1.50 14 2G1 . (FJUST Pn'+1 i "`1 WILSON INVESTMEM RENTAlS.ILC � W.00�5 OB 2212 PC /663 PB p8 AG BO END SBG ZG -L- STA.14+38 LT 8 RT -L- PC Sto. l4t22.53 �-BL- 103 � � I m I ` o- I � � � ''' -�-- - / �GFI. DFNG � --- - ,---- /..: - ;�� ------- -------- ti�� / .( _-._y.- - o/ � { j; � � 750029-I(GPS) o�k� -BL- I �;/' CJL*IV4iC] fL'�D -L- POT Sto. l6+ �� N 33' 34' 00.6° W �-L- PT Sta.15+9E -I - �/`!` C+� 1�.177. :....:..:.....:.>::.. END GRADE ;:::::t;_i:::::z::::: -L- STA./5+75.00 _...•-•...---- , - EL = 379.60' _..;...:_; :_:_:.. ..;.. _+.:,_;.....;.;....�::�.;-, ; �-;::;'-::::';.:�-.,..._:_i_t. , ,..;.;_..,...,.:;.. _, , . . ,. ,.. .,_.:._.._.. : . . . . : : .:..:.. __;..;..:...: � : i..;___._ Pl = 15+25.00 '"" -;:` ;:;-a.,.=C';... EL = 374.76' - ----- � ` ' VC = 80' - i:-i:'_-s_. K=28 _ _ _-- _.. ._�:...;.; ;.; ;. V = 25 MPH .;.:....;;_:.._,..;.;..;_;_.. CLASS '!!' R!P RAP C 85 TONS EXCAVATION @ 90 CY 15 16 MILL & RESURFACE -L- STAI5+00.00 TO -L- STA15+75.00 -L- CURVE DATA PI Sta 15+00.83 PI Sta l5+84.90 �= 4f 48' 22.3° (LT J p=/f 0/' l9.8" (LT7 D= 27' S6' S7.0" D= 45' 00' 00.0" L = 149.58' L = 29.49' T = 7829' T = 1228' R = 205.00' R = /27.32' V= 25 MPH V= 20 MPN 1NC = 15' e = 0.06 DEfAIL A TOE PROTECiION � NW �e Smlo� OP Fll w.�uv,i ti��'�yS�` ssore G¢OUN� d GfOlEY111P d=0.4' irye o}LinarmClau 8 Rip-Rap �� To� Each Side� Gaolvnle (4 SY Ev�h SideJ FROM -l- STA 11+80 TO -L- STA 12+00 L7. 8 RT. PROIECT REFERENCE NO. SHEEf NO. 750029 4 RM/ SHEET ND. '.OADWAY DESIGN NYORAULICS ENGINEER ENGINEER ��;H CARO��i�� `�H CA,PO��O ��0.�FE55%p'�y>% �.��?�o-oFESS%p'N'��f' . 4 $�1� �! •• - ` � 4 S�li� ! . i 034381 �� =A : 18442 , - � -r � � a�nrw„ y SRS 2001 �� NP,O a /MPROV/NG YOQ/R WORLD CAROLINAS RSSHArchltans-EnB�neers�Planners,lnc. PREFORMED SCOUR HOLE •NOT TO SCALE PLAN VIEW INSTALL IEVft ANo FlLSN i WRH NANRAL G0.01IN0 ' M 1RS o�m r oad, A L J Squam ficbm�ed ( ScourMoie (PSt� @�P �P in 6adn at�hwn (ordany) t. SECTION A-A Ey� %PE (d - 15• OR 10� S�� 0 ascn� INROW N I I f GO IINEA C VSS B WPRAP � I�- B-�I � // VAIH GEOIE]lIILE 1G�N �•N� -Ir STA 74+30 LT. B=3' D=1.25' W=5'-10' yna ==A DESIGN EXCEPTION lS RE�UIRED FOR SAG VERTICAL CURVE K VALUE AND VERTICAL STOPPING 5/GHT DISTANCE. RELATIONSHIP OF BR/DGE TO PROPOSED PAVEMENT BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 17000 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 370.5 fT BASE DISCHARGE = 23000 CFS BASE FRE�UENCY = 100 YRS BASE NW ELEVATION = 374.33 FT OVERTOPPING DISCHARGE = 23460 CFS OVERTOPPING FREOUENCY= 100 + YRS OVERTOPPlNG ELEVATION = 374.6 FT DATE OF SURVEY = 03-06-2013 WS. ELEVATlON AT DATE OF SURVEY = 351.3 FT