PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL
103333/101000P.E.BR-2901-00(028)SHEETSTATESTATE OF MISSISSIPPIGENERAL INDEXPROJECT THOLLYPLAN AND PROFILE OF PROPOSEDSTATE HIGHWAYFEDERAL AID PROJECT NO. BR-2901-00(028)DBRIDGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8001OBOX CULVERT STD. DRAWINGS (STD. ICKSBURGFMS CON. NO. 103333/301000JACKSONMBOX CULVERT STD. DRAWINGS (LRFD). . . .7001WNEERU.S. 51 BETWEEN COURTLAND AND POPEBRIDGE #243.2 & #242.9PANOLA COUNTYGROADWAY STANDARD DWGS . . . . . . . . . . .6001WESTPOINTAOLANINDI(RESERVED) . . . . . . . . . . . . . . . . . . . . . . . . . . . .5001ABERDEENGRENADAELILVNEERLIGHTING . . . . . . . . . . . . . . . . . . . . . . . . . . . .4001HOUSTONG.ITS COMPONENTS . . . . . . . . . . . . . . . . . . . . 3001ALBANYOXFORDERIDIANPERMANENT SIGNS . . . . . . . . . . . . . . . . . . . .1001NEWTUPELOSPRINGS1.TRAFFIC SIGNALS . . . . . . . . . . . . . . . . . . . . 2001CORINTHLEADKRLACROADWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . .MISSISSIPPI DEPARTMENT OF SONLAURELBROOKHAVENNATCHEZ1710.1STA. 1538 56.47BRIDGE NO. 242.9SPANS: 1@100', 1@140', 1@80'45 LEFT FORWARD SKEW07INDICATES APPROXIMATELOCATION OF PROJECT.LAT. 34 13' 34"DESIGN CONTROL60 MPH V (SPEED DESIGN)ADT 2016() : ADT ( 2036) 47003500EPOP43DHV 560 :RAS74SAVWATERS1PROPOSED ROAD OR TRAVELED WAY399 CgnLo5109.43 FT.0.9677 MI.BRIDGESLENGTH OF BRIDGES1295.22 FT.0.2453 MI.LENGTH OF PROJECT (GROSS)GENERAL*NNINDIVIDUAL (404)*NNYYREQUIRED, CNOI SUBMITTED BY MDOT(DISTURBED AREA 5 ACRES)SREQUIRED, SCNOI TO BE SUBMITTED BYCONTRACTOR (1 TO 4.99 ACRES)NNO STORMWATER PERMIT REQUIRED ( 1 ACRE)20BYP S & E DATE: 11/11/20201.2130 MI.6404.65 FT.N21r.LENGTH OF ROADWAYLENGTH OF EXCEPTIONSYAPPROVED:DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEERSURVEY LINELENGTH OF PROJECT (NET)NATIONWIDE (OTHER)*EXCEPTIONSLENGTH DATARAILROADNBR. #242.9MI.1.2130 MI.1/27/21CON.BR-2901-00(028)REVISIONSEXISTING ROAD OR TRAVELED WAYNNELSONSBJRSLNATIONWIDE #14STORMWATER PERMITDATETITLE.dgnAMSLWETLANDSAPPROVED BY:1/27/20218:47SL8EQUATIONSSTA. 1560 04.65 B.K. STA. 1560 00.00 A.H.TOWN CORPORATION LINESECTION LINEBM265.4T-10-SBR. #243.2T 7 %WETLANDS AND WATERS PERMITSREVISED PERMIT BLOCKCOUNTY LINECOURTLANDCONVENTIONAL SYMBOLST-9-ST-10-S8460 %D PERMITS ACQUIRED BY MDOT215GRYRLONG. 89 56' 21"(APPROX. MIDDLE OF PROJECT)x395PASCAGOULANOTE4R-7-W7209720378SPBOX BRIDGES REQ'D.GULFPORT55SPSTATE MAPEOP STA. 1561 50.001 IN. 1250 FT.69STA. 1518 76.92BRIDGE NO. 243.2SPANS: 2@80', 6@135'1 IN. 100 FT.1 IN. 10 FT.55LAYOUTBRIDGE STRUCTURES REQ'D.TITLEROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATIONHOR.{VERT.LUCEDALE396PROFILEBOP STA. 1497 50.001 IN. 100 FT.16PLANSCALES780CROSS SECTIONS . . . . . . . . . . . . . . . . . . . . . .9001HENTZ393HATTIESBURGMC COMBEXECUTIVE DIRECTORMISSISSIPPI DEPARTMENT OF TRANSPORTATIONPANOLA COUNTY1
FMS CON:103333/301000STATEMISS.DESCRIPTION OF SHEETWKG.NO.SH.NO.WKG.NO.DESCRIPTION OF SHEETTRAFFIC CONTROL - PHASE IV1TITLE SHEET (1)DETAILED INDEX & GENERAL NOTES (4)TC-1452INTERSECTION DETAIL - WOODRUFF STREETID-153INTERSECTION DETAIL - HENTZ ROAD (1 OF 3)ID-254INTERSECTION DETAIL - HENTZ ROAD (2 OF 3)ID-355INTERSECTION DETAIL - HENTZ ROAD (3 OF 3)ID-456INTERSECTION DETAIL - DOGWOOD STREETID-5572DETAILED INDEXDI-23FORMGRADES - U.S. 51/WOODRUFF STREETFG-158GENERAL NOTESGN-14FORMGRADES - U.S. 51/WOODRUFF STREETFG-259GENERAL NOTESGN-25FORMGRADES - U.S. 51/HENTZ ROADFG-360FORMGRADES - U.S. 51/HENTZ ROADFG-461FORMGRADES - U.S. 51/DOGWOOD STREETFG-562FORMGRADES - U.S. 51/DOGWOOD STREETFG-663TYPICAL SECTION SHEETS MAINLINE U.S. 51, NEW CONSTRUCTIONTS-16TYPICAL SECTION SHEETS MAINLINE U.S. 51, NEW CONSTRUCTIONTS-27PAVEMENT MARKING DETAIL - WOODRUFF STREETPMD-164TYPICAL SECTION SHEETS MAINLINE U.S. 51, WIDENING/OVERLAY & OVERLAY/NEW CONSTRUCTIONTS-38PAVEMENT MARKING DETAIL - HENTZ ROAD (1 OF 3)PMD-265TYPICAL SECTION SHEETS LOCAL ROAD (HENTZ ROAD) - INTERSECTION LIMITSTS-49PAVEMENT MARKING DETAIL - HENTZ ROAD (2 OF 3)PMD-366TYPICAL SECTION SHEETS LOCAL ROADS (WOODRUFF & DOGWOOD STREET) - INTERSECTION LIMITSTS-510PAVEMENT MARKING DETAIL - HENTZ ROAD (3 OF 3)PMD-467TYPICAL SECTION SHEETS LOCAL ROADS (HENTZ ROAD, WOODRUFF & DOGWOOD STREET)TS-611PAVEMENT MARKING DETAIL - DOGWOOD STREETPMD-568TYPICAL SECTION SHEETS MISCELLANEOUS DETAILS (GUARD RAIL I)TS-712TYPICAL SECTION SHEETS MISCELLANEOUS DETAILS (GUARD RAIL II)TS-813TYPICAL SECTION SHEETS MISCELLANEOUS DETAILS (DRIVEWAYS/RAMPS)TS-914PRELIMINARY EROSION CONTROL PLANECP369PRELIMINARY EROSION CONTROL PLANECP3A70PRELIMINARY EROSION CONTROL PLANECP471PRELIMINARY EROSION CONTROL PLANECP4A72PRELIMINARY EROSION CONTROL PLANECP4B73ECP574SUMMARY OF QUANTITYSQ-115PRELIMINARY EROSION CONTROL PLANSUMMARY OF QUANTITYSQ-216PRELIMINARY EROSION CONTROL PLAN - RIPARIAN BUFFERECP-RB-175SUMMARY OF QUANTITYSQ-317PRELIMINARY EROSION CONTROL PLAN - RIPARIAN BUFFERECP-RB-276SUMMARY OF QUANTITYSQ-418PRELIMINARY EROSION CONTROL PLAN - RIPARIAN BUFFERECP-RB-377ESTIMATED QUANTITIES - REMOVAL ITEMSEQ-119BRIDGE END PAVEMET WITH RAIL, OVERLAY, AND SLEEPER SLAB (NEW CONSTRUCTION)SDBE-178ESTIMATED QUANTITIES - TRAFFIC CONTROL & PAVEMENT MARKING ITEMSEQ-220BRIDGE END PAVEMENT RAIL (37.5" RAIL HEIGHT)SDBER-179ESTIMATED QUANTITIES - EROSION CONTROL ITEMSEQ-321SPECIAL DESIGN - SUPERELEVATION CASE 1 ROTATION ABOUT CENTERLINE (2% NORMAL SUBGRADE)SDSE-180ESTIMATED QUANTITIES - EROSION CONTROL ITEMSEQ-422SPECIAL DESIGN - SUPERELEVATION CASE 1 ROTATION ABOUT CENTERLINE (2% NORMAL SUBGRADE)SDSE-2A81ESTIMATED QUANTITIES - EARTHWORKEQ-523VEGETATION SCHEDULEVS-182ESTIMATED QUANTITIES - DRIVEWAYS/RAMPS, SIDE DRAINS, & TYPE "D" SILT BASINSEQ-624RIGHT OF WAY COORDINATES - MARKERS & EASEMENT COORDINATESROW-COR83ESTIMATED QUANTITIES - DRAINAGE STRUCTURES, JUNCTION BOXES, AND CURB & GUTTEREQ-725SIGN SUPPORT HARDWARE - 2.5" SQUARE POSTTSS-184ESTIMATED QUANTITIES - BR. END PAVEMENT & GUARD RAILEQ-826SIGN SUPPORT HARDWARE - 2.0" SQUARE POSTTSS-285ESTIMATED QUANTITIES - STANDARD ROADSIDE SIGNEQ-927ESTIMATED QUANTITIES - STANDARD ROADSIDE SIGN (POST)EQ-1028ESTIMATED QUANTITIES - DIRECTIONAL & DESTINATION SIGN ASSEMBLIESEQ-1129TCP-Q30PERMANENT SIGNING PLANPSP-11001PERMANENT SIGNING PLANPSP-21002PERMANENT SIGNING PLANPSP-31003PERMANENT SIGNING PLANPSP-41004PERMANENT SIGNING PLAN: DETAIL OF GUIDE SIGNPSP-51005CIP-16011PM-16051PM-26052ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNSPLAN AND PROFILE SHEETS (6)PLAN AND PROFILE SHEET - MAINLINE (1497 50 - 1528 00)3313A32433PLAN AND PROFILE SHEET - LOCAL ROAD (HENTZ ROAD)4A34PLAN AND PROFILE SHEET - LOCAL ROAD (DOGWOOD STREET)4B35536PLAN AND PROFILE SHEET - LOCAL ROAD (WOODRUFF STREET)PLAN AND PROFILE SHEET - MAINLINE (1528 50 - 1558 00)PLAN AND PROFILE SHEET - MAINLINE (1553 00 - 1561 50)SPECIAL DESIGN SHEETS (49)PERMANENT SIGNING (5)STANDARD DRAWINGS (70)CONCRETE ISLAND PAVEMENT DETAILSPAVEMENT MARKING DETAILS FOR 2-LANE & 4-LANEDCS-137TRAFFIC CONTROL - DETAIL OF CONSTRUCTION SIGNINGDCS-238TRAFFIC CONTROL - PHASE ITC-139TRAFFIC CONTROL - PHASE ITC-240TRAFFIC CONTROL - PHASE ITC-341TRAFFIC CONTROL - PHASE ITC-442TRAFFIC CONTROL - PHASE IITC-543TRAFFIC CONTROL - PHASE IITC-644TRAFFIC CONTROL - PHASE IIITC-745TRAFFIC CONTROL - PHASE IIITC-846TRAFFIC CONTROL - PHASE IIITC-947TRAFFIC CONTROL - PHASE IIITC-1048TRAFFIC CONTROL - PHASE IIITC-1149TRAFFIC CONTROL - PHASE IVTC-1250TRAFFIC CONTROL - PHASE IVTC-1351PAVEMENT MARKING DETAILS FOR 3, 4 & 5-LANEUNDIVIDED ROADWAYSROBERTSBYTRAFFIC CONTROL - DETAIL OF CONSTRUCTION SIGNINGMISSISSIPPI DEPARTMENT OF TRANSPORTATIONDETAIL INDEXPS & E PLANS-DATE: 11-11-2020FMS CON. # 103333-301000REVISIONSSHEET NO.BY1/15/202117BJR1/27/20211BJRREVISIONDATEPROJ. NO.: BR-2901-00(028)WORKING NUMBERCOUNTY: PANOLADATEPMDI.dgnDIVIDED ROADWAYS2:32SH.NO.DI-1QUANTITY SHEETS (16)2/25/2021BR-2901-00(028)DETAILED INDEXTYPICAL SECTION SHEETS (9)PLANROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATIONPROJECT NO.DI-1SHEET NUMBERFILENAME: RWD-DIBR.dgnDESIGN TEAMROBERTSCHECKEDDATE2
FMS CON:103333/301000STATEMISS.DESCRIPTION OF SHEETWKG.NO.PROJECT 363TCP-146364LOCATION OF R16-3 SIGNS (SPEEDING FINES DOUBLED)TCP-156365TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURETCP-166366SH.NO.DESCRIPTION OF SHEETTYPICAL INSTALLATION AND DETAILS OF DELINEATORS AND DISTANCEPAVEMENT MARKING LEGEND DETAILSPM-660564-LANE TO 2-LANE TRANSITION AT INTERCHANGEPM-860582-WAY RAISED PAVEMENT MARKERS AT INTERSECTINGROADS (2-LANE)TYPICAL GUARDRAIL DELINEATIONSIGNING DETAILS FOR BRIDGE APPROACHESPM-116061RUMBLE STRIPES 2-LANE HIGHWAYS (ASPHALT LANES, 2-FTASPHALT SHOULDERS)REFERENCE SIGNTRAFFIC CONTROL PLAN WITH FLAGGER (ONE-LANE CLOSUREOF TWO-WAY TRAFFIC)RS-16064HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTIONPROJECTSTRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANEROADS AND TWO-LANE ROADSTRAFFIC CONTROL PLAN: UNEVEN PAVEMENT DETAILSTEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE ANDTYPICAL TEMPORARY EROSION SEDIMENT CONTROL/SEDIMENTCONTROL APPLICATIONS4-LANE DIVIDED HIGHWAYSECD-16101DETAILS OF SEDIMENT BARRIER APPLICATIONSECD-26102DETAILS OF SILT FENCE INSTALLATIONECD-36103ECD-46104TEMPORARY STRIPING FOR TRAFFIC CONTROL 4-LANE AND5-LANE UNDIVIDED ROADWAYSDITCH CHECK STRUCTURES, TYPICAL APPLICATIONSAND DETAILSTEMPORARY EROSION, SEDIMENT, AND WATER POLLUTIONCONTROL MEASURES (SILT FENCE AND HAY BALE DITCH CHECKS)ECD-56105DETAILS OF EROSION CONTROL WATTLE DITCH CHECKECD-66106RIGHT-OF-WAY MARKERRW-16401DETAILS OF EROSION CONTROL SILT DIKE DITCH CHECKECD-76107RURAL DRIVEWAYSRD-16403ROCK DITCH CHECKECD-86108TYPICAL GRADING TRANSITION BETWEEN CUTS & FILLSGT-16404ROCK FILTER DAMECD-96109DRIVEWAYS, CURB & GUTTER, & SIDEWALKSD-16419MDS-16425ROCK DITCH CHECK WITH SLUMP EXCAVATIONAND ROCK FILTER DAMECD-1061102, EXCAVATION AT GRADE POINTS.TYPICAL APPLICATIONS AND DETAILS FOR INLETECD-116111DETAILS OF PAVED FLUMESPF-16426ECD-126112PIPE CULVERT INSTALLATIONPI-16501INLET PROTECTION DETAILS OF WATTLESECD-136113CONCRETE PIPE COLLARPC-16503INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICEECD-146114JUNCTION BOX FOR PIPE CULVERTSJB-16504INLET PROTECTION DETAILS OF SANDBAGSECD-156115FLARED END SECTION FOR CONCRETE PIPEFE-16530STABILIZED CONSTRUCTION ENTRANCEECD-166116TEMPORARY CULVERT STREAM CROSSINGECD-176117TEMPORARY STREAM DIVERSIONECD-186118TEMPORARY STREAM DIVERSION (BOX EXTENSION)ECD-196119FLOATING TURBIDITY CURTAINECD-206120DETAILS OF EROSION CONTROL SANDBAG DITCH CHECKECD-216121STA. 180 34.47 TO STA. 206 00.00 (U.S. 51)9001-9035SEDIMENT RETENTION BARRIERECD-226122STA. 9 15.71 TO STA. 9 50.00 (WOODRUFF STREET)9036-9040STA. 11 20.60 TO STA. 13 09.82 (HENTZ ROAD)9041-9045STA. 8 25.00 TO STA. 9 50.00 (DOGWOOD STREET)9046-9050CONSTRUCTIONPLANROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATIONMISCELLANEOUS DETAIL SHEET 1, STACKED PIPE JOINTINLET PROTECTION DETAILS FOR SEDIMENT CONTROLSTONE ON GRADES AND SAGSDETAILS OF TYPICAL DITCH 130GR-16201GUARDRAIL: THRIE BEAM (WOOD POSTS)GR-1A6202GUARDRAIL: "W" BEAM (STEEL L: RUB RAIL HARDWAREGR-RR6218GUARDRAIL: MISCELLANEOUS HARDWAREGR-HW6221ROUTE SHEILDS AND "EXIT ONLY" PANELSSN-26302STANDARD ROADSIDE SIGNSSN-36303STANDARD ROADSIDE SIGNSSN-3A6304STANDARD ROADSIDE SIGNSSN-3B6305STANDARD ROADSIDE SIGNS ASSEMBLY AND INSTALLATIONSN-46306STANDARD ROADSIDE SIGNS ASSEMBLY AND INSTALLATIONSN-4A6307STANDARD ROADSIDE SIGNS ASSEMBLY AND INSTALLATIONSN-4B6308DITCH TREATMENT - SOIL REINFORCING MATSPECIAL DESIGN BRIDGE SHEETS - SEE BRIDGE SHEETS BEGINNING ON 8001CROSS SECTION SHEETS (50)TYPICAL TEMPORARY EROSION CONTROL MEASURES(SLOPE DRAIN AND TYPE A SILT BASIN)TOTAL SHEETS (NOT INCLUDING BRIDGE SHEETS) 210TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE DSILT BASIN) 135 CU. YDS. CAPACITY PER ACRE OF DRAINAGE)SUPER SILT FENCEGUARDRAIL: "W" BEAM (WOOD POSTS)GUARDRAIL: BRIDGE END SECTION - TYPE I (WOODPOSTS) (NEW CONSTRUCTION)GUARDRAIL: BRIDGE END SECTION - TYPE I (STEELPOSTS) (NEW CONSTRUCTION)MISSISSIPPI DEPARTMENT OF TRANSPORTATIONREVISIONDETAIL INDEXPROJ. NO.: BR-2901-00(028)WORKING NUMBERCOUNTY: PANOLADATE10/2/20209:40AMDI.dgnAPPROACHES FOR 2-LANE, 2-WAY HIGHWAYBYGUARDRAIL TYPICAL INSTALLATION AT BRIDGEDI-2SHEET NUMBERFILENAME: RWD-DIBR.dgnDESIGN TEAMROBERTSCHECKEDDATE3
FMS CON:103333/301000PROJECT NO.MISS.BR-2901-00(028)GENERAL NOTES (CONT.)BYPLANROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATIONGENERAL NOTESSTATEMISSISSIPPI DEPARTMENT OF TRANSPORTATIONREVISIONPROJ. NO.: BR-2901-00(028)WORKING NUMBERCOUNTY: PANOLADATE10/2/20209:40AMGN.dgnGENERAL NOTESGN-1SHEET NUMBERFILE NAME: GN.dgnDESIGN TEAMROBERTSCHECKEDUPDATEDATEUPDATE4
FMS CON:103333/301000PROJECT NO.MISS.BR-2901-00(028)GENERAL NOTES (CONT.)BYPLANROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATIONGENERAL NOTESSTATEMISSISSIPPI DEPARTMENT OF TRANSPORTATIONREVISIONPROJ. NO.: BR-2901-00(028)WORKING NUMBERCOUNTY: PANOLADATE10/2/20209:40AMGN.dgnGENERAL NOTESGN-2SHEET NUMBERFILE NAME: GN.dgnDESIGN TEAMROBERTSCHECKEDUPDATEDATEUPDATE5
Mar 23, 2021 · intersection detail - hentz road (1 of 3) intersection detail - hentz road (2 of 3) intersection detail - hentz road (3 of 3) intersection detail - dogwood street fg-4 fg-5 fg-6 formgrades - u.s. 51/woodruff street formgrades - u.s. 51/woodruff street formgrades - u.s. 51/hentz road formgra
architectural schematic design t0.01 title sheet a1.1 proposed site plan a2.1 proposed basement plan a2.2 proposed first floor plan a2.3 proposed second floor plan a4.1 proposed roof plan a5.1 proposed section a-a & b-b a5.2 proposed section 3 a6.1 proposed east & north elevations a6.2 proposed west & south elevations civil c-1.1 property .
[This Page Intentionally Left Blank] Contents Decennial 2010 Profile Technical Notes, Decennial Profile ACS 2008-12 Profile Technical Notes, ACS Profile [This Page Intentionally Left Blank] Decennial 2010 Profile L01 L01 Decennial 2010 Profile 1. L01 Decennial 2010 Profile Sex and Age 85 and over 80 84 75 79 70 74
Pension Country Profile: Canada (Extract from the OECD Private Pensions Outlook 2008) Contents Each Pension Country Profile is structured as follows: ¾ How to Read the Country Profile This section explains how the information contained in the country profile is organised. ¾ Country Profile The country profile is divided into six main sections:
sheet piling top of proposed bottom of 24' long pile proposed steel reference line bottom of tremie and steel sheet piling cut -off proposed treme top of proposed (6 block course) proposed 4" proposed 4" of topsoil 1" x 2' long dowel proposed 4" underdrain design manual: construction drawings
proposed tie back system. lake bottom. existing 5" concrete piles to be removed. 26.77' @ 1:15pm on 3/18/19. lake bottom (2) proposed 4x12 timber top caps. 34" galv. lag bolts . proposed manta ray anchor with threaded rod. proposed timber lagging. proposed hp8x36 soldier pile beam . proposed 3/4" shackle. proposed 3/4" threaded rod.
spot000133 sensory profile: caregiver questionnaire spot000134 sensory profile: short sensory profile spot000136 sensory profile: adolescent/adult - self-questionnaire spot000135 sensory profile: adolescent/adult - user's manual spot000137 sensory profile: school companion - user's manual (3 yrs - 11 yrs 11 months) spot000018 compagnon scolaire .
rDesk CRM Personal Profile rDesk CRM Personal Profile contains information about you that is used throughout the application. It is recommended that you update your Personal Profile before using the Marketing features within the application. To access your Personal Profile, 1) Login to rDesk 2) Click on the Personal Profile link
LIST OF PLATES AND CHARTS Plate No. Title 1 Regional Vicinity Map 2 General Plan of Dam and Spillway 3 Plan and Profile of Dam 4 Plan and Profile Steel Sheet Pile Cutoff 5 Profile Along 72" Steel Pipe 6 Details Gatewell Structure 7 Modifications to 6' Pipe 8 Dam Cross Sections 9 Dam Cross Sections 10 Site Plan of Spillway -Profile of Channel
