9 DISTRICT COUNTY TOWNSHIP ROUTE SECTION TOTAL SHEETS - FAYETTE DUNBAR 9 A R/W WBS ELEMENT T/ P SYS WO SPUR PHA SECTION ORG. PRG. P C P 7 9 A RIGHT-OF-WAY PROJECT NUMBER 9 MPMS NO 979 COMMONWEAH OF PENNSYLVANIA SR 9 PREVIOUSLY KNOWN AS LR DEPAMENT OF TRANSPOATION DRAWINGS AUTHORIZING ACQUISITION OF RIGHT-OF-WAY FOR STATE ROUTE IN FAYETTE 9 COUNTY SECTION A R/W FROM STA +8. T STA +9. LENGTH. FT.MI FROM SEGMENT OFFSET TO SEGMENT OFFSET 978 HORIZONTAL VEICAL SR 9 DESIGN DESIGNATION THIS PLAN PREPARED PURSUANT TO SECTION (e) OF THE ADMINISTRATIVE CODE, AS AMENDED, 7 P.S. SECTION (e), AND SECTION (b)() OF THE EMINENT DOMAIN CODE, Pa. C.S., SECTION (b)(). HIGHWAY CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - MPH PAVEMENT WIDTH - - 9 -" LANES SHOULDER WIDTH - MEDIAN WIDTH - NONE TRAFFIC DATA RECORDED IN THE OFFICE FOR THE RECORDING OF DEEDS, ETC. IN FAYETTE COUNTY, PA. IN BOOK PAGE COMMONWEAH OF PENNSYLVANIA COUNTY OF DAUPHIN SS BEFORE ME, A NOTARY PUBLIC, PERSONALLY CAME SECRETARY OF TRANSPOATION, WHO ACKNOWLEDGED THE WITHIN PLAN, COMPRISING SEPARATE SHEETS, TO BE AN OFFICIAL PLAN OF THE PENNSYLVANIA DEPAMENT OF TRANSPOATION 7899E PLANS PREPARED BY MICHAEL BAKER JR. INC. Consulting Engineers AIRSIDE BUSINESS PARK AIRSIDE DRIVE MOON TOWNSHIP, PA 8 Vincent R. Borrelli ENGINEER NO. 7-E RECOMMENDED RECOMMENDED DATE: DISTRICT EXECUTIVE DATE: CURRENT YEAR ADT DESIGN YEAR ADT DHV - 7-9 ( 9 ) - 9( 9 ) WITNESS MY HAND AND SEAL OF OFFICE AND DESIRED THAT THE SAME BE RECORDED AS SUCH. WITNESS MY HAND AND NOTARIAL SEAL APPROVED DEPUTY SECRETARY DATE: D - % SECRETARY OF TRANSPOATION T - % RECORDER DATE Michael Baker Jr., Inc. PROJECT MANAGER DATE ENGINEER (ON BEHALF OF THE GOVERNOR AS WELL AS HIMSELF)
TABULATION OF PROPEY OWNERS RIGHT-OF-WAY PROJECT NUMBER 9 DISTRICT COUNTY ROUTE SECTION SHEET - FAYETTE 9 A R/W OF STATION +8 = SEGMENT OFFSET STATION +8 = SEGMENT OFFSET 98 MATTHEW FARRIS AND HEATHER FARRIS, HIS WIFE 7 DONALD E. FETSCO, FRANCIS A. FETSCO, KAREN L. CHECK AND LAURA M. BRYNER, AS JOINT TENANTS WITH RIGHT OF REVISION NUMBER REVISIONS DATE BY FRANK S. MASTERBRAY AND SOPHIE MASTERBRAY, HIS WIFE SURVIVOSHIP SURVIVORSHIP AND NOT AS AS TENANTS IN IN COMMON M AND Y SERVICES, INC 8 CYNTHIA ANN HECKATHORN AND GUY HECKATHORN, HER HUSBAND CHARLES MASTERBRAY 9 CYNTHIA ANN HECKATHORN AND GUY HECKATHORN, HER HUSBAND FRANK S. MASTERBRAY AND SOPHIE MASTERBRAY, HIS WIFE TIMOTHY M. THOMAS AND JENNIFER M. THOMAS MICHAEL G. SMITH AND PAMELA S. SMITH, HIS WIFE BETTY LOUISE FETSCO 8 7 9 7899E
T VERIZON OF PENNSYLVANIA, INC 7 W. CHURCH STREET UNIONTOWN, PA ATTN: MR DAN ARNOLD W NOH FAYETTE COUNTY MUNICIPAL AUTHORITY P.O. BOX 8B UNIVERSITY DRIVE AND RANCH ROAD DUNBAR, PA ATTN: MR BOB SOFTCHECK THE LEGAL RIGHT-OF-WAY ON SR 9 FROM STATION +77.9 TO STATION +8.9 IS ( ) BASED ON ROAD DOCKET BOOK -A PAGE 9 CONFIRMED DECEMBER 8. E WEST PENN POWER COMPANY BOX PLEASANT VALLEY ROAD LAUREL CENTER CONNELLSVILLE, PA ATTN: MR SCOTT CLAUSNER SUMMARY OF PROJECT RIGHT-OF-WAY COORDINATES HORIZONTAL CONTROLS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM PENNSYLVANIA SOUTH ZONE, (NAD 8) PRIVATE PROPEY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPEY LINES WERE NOT SURVEYED BY THE RESPONSIBLE FOR THE PROJECT. STATION SIDE OFFSET NOH COORDINATES EAST SLOPE EASEMENT. AN EASEMENT FOR THE SUPPO AND PROTECTION OF THE HIGHWAY, INCLUDING THE RIGHT TO CONSTRUCT, INSPECT, MAINTAIN, REPAIR, RECONSTRUCT, AND AER DRAINAGE FACILITIES AND THE CONTOUR OF THE. THE EASEMENT SHALL NOT PREVENT THE PROPEY OWNER FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO THE NECESSARY SUPPO AND PROTECTION OF THE HIGHWAY RIGHT-OF- WAY AND THE SAFETY OF THE TRAVELING PUBLIC. +8. 79..9 +8 +8 +8 +.... 7.777 78.77 7.9 779.9 7. 88. 8.7.998 HORIZONTAL CURVE DATA IS BASED ON THE ARC DEFINITION. HORIZONTAL CONTROLS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM PENNSYLVANIA SOUTH ZONE, (NAD 8) + + + +8.... 77.99 7.8977 79.9 7.9 7.99 9.78.78 9. ALL DISTANCES SHOWN ON THE PLAN ARE DERIVED FROM (NAD 8). THE COMBINED FACTOR FOR THIS PROJECT IS.9999. GROUND LEVEL DISTANCES CAN BE DERIVED BY DIVIDING THE (NAD 8) DISTANCE, OR GRID DISTANCE, BY THE COMBINED FACTOR. +9. 7.9 78. LIMIT OF AUTHORIZATION STA +8. SEGMENT OFFSET SR 9 SECTION A R/W FAYETTE COUNTY INDICATES SLOPE LIMITS FRANKLIN C CUT F FILL 9 SR LIMIT OF AUTHORIZATION STA +9. SEGMENT OFFSET 978 SR 9 SECTION A R/W FAYETTE COUNTY HORIZONTAL CONTROLS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM PENNSYLVANIA SOUTH ZONE, (NAD 8) 778.87 7.8 S 9^ 7"E 7. SR 787.7 7. CONNELLSVILLE 7.9 AIRPO DUNBAR NOH UNION 9 LEGEND TOWNSHIP ROAD STATE ROAD AND TRAFFIC ROUTE TOWNSHIP LINE RAILROAD PROJECT 7899E.. MILES
SURVEY & R/W SR 9 9 -" 9 -" GUIDE RAIL GRADE POINT GUIDE RAIL EXISTING GROUND EXISTING GROUND SR 9 TYPICAL SECTION NOT TO STA +. TO STA 7+. (SEGMENT OFFSET TO SEG OFFSET 98) 7899E
RIGHT-OF-WAY PROJECT NUMBER 9 DISTRICT COUNTY ROUTE SECTION SHEET - FAYETTE 9 A R/W OF REVISION NUMBER REVISIONS DATE BY + + +8. +8. MB MB MB +8. +9. 9 A R/W FAYETTE DALE L. MALINZAK AND THEODORE YOWONSKE, A PANERSHIP, KNOWN AS M & Y 7 9-8- ACRE/SF. ACRE/SF.778 8 9.8 //99 //99 $. $...778 9.9 //8 BSP PRIVATE PROPEY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPEY LINES WERE NOT SURVEYED BY THE RESPONSIBLE FOR THE PROJECT. SLOPE EASEMENT. AN EASEMENT FOR THE SUPPO AND PROTECTION OF THE HIGHWAY, INCLUDING THE RIGHT TO CONSTRUCT, INSPECT, MAINTAIN, REPAIR, RECONSTRUCT, AND AER DRAINAGE FACILITIES AND THE CONTOUR OF THE. THE EASEMENT SHALL NOT PREVENT THE PROPEY OWNER FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO THE NECESSARY SUPPO AND PROTECTION OF THE HIGHWAY RIGHT-OF- WAY AND THE SAFETY OF THE TRAVELING PUBLIC. SURVEY BOOK #9 7899E
- EXISTING GROUND PROFILE GRADE 9 9 8 8 7 7 DATUM: 7 8 9 SR 9 PROFILE 7899E FOR PLAN SEE SHEET OF