pennsylvania prestressed concrete adjacent box beam superstructure. LOCATION Project Details The SR 3030-A 10 project is located in Hempfield Township, Westmoreland County. The bridge replacement project is currently in the final stages of preliminary design. Construction is planned for June of 2022 and will last approximately two construction seasons. The majority of the project will be completed under vehicular traffic over three phases. During that time, traffic will be maintained using travel lanes with restricted lane widths along SR 3030. The new structure spanning SR 0030 will be a single span, composite 48" X 30" Contacts I Any concerns or questions can be directed to the following: Joseph A. Sasso, P.E., P.T.O.E. CDR Maguire, Inc. Project Manager 503 Martindale Street, Suite 610 Pittsburgh, PA 15212 Joseph.Sasso@cdrmaguire.com 412-235-9474 Joshua Zakovitch, P.E. PennDOT Project Manager 825 N. Gallatin Avenue Ext. Uniontown, PA 15401 jzakovitch@pa.gov PROJECT RD DEPARTMENT OF TRANSPORTATION • LOCATION MAP SCALE IN MILES 0 0.75 1.5 � LEGEND PROJECT LOCATION ---------- TOWNSHIP ROAD STATE HIGHWAY --• •-- RAIL ROAD PRELIMINBRY SR 3030, SECTION A 10 CDR MACjUIRE BRIDGE REPLACEMEOT PROJFCT Q;; couN7Z --- 0 U] � STREAM/WATERWAY TOWNSHIP LINE 724-439-7377
PRELIMINBRY I LEGEND 1220-- EXISTING I' CONTOUR EXISTING 5' CONTOUR PROPOSED 2' CONTOUR 1220- PROPOSED 10' CONTOUR c:;? INDICATES TRAFFIC DIRECTION '-.f'.. PROPOSED TEMPORARY SHORING � EX ST I I NG GU I DE RAIL PROPOSED GUIDE RAIL PROPOSED BORING LOCATION 48' -5102" OUT-TO-OUT 45' -1" CURB-TO-CURB .,,,-.SR 3030 SURVEY & CONSTR Ii" VARIES CDR MACjUIRE n 11' I EDGE OF LANE EXISTING GROUND i TY P. ! 5 pennsylvania EDGE OF LANE O I � _K B, F, E, _0 ( TBD DUR NG FINAL DES II I GNl 15" RCP EXISTING GU/DERAIL i APPROX. DEPTH! ELEVATION 0 5 10 FEET --- - - - - 2' -0 11'-0" -0" I I I I 1 1 SPA. I IE IC/ PRESTRESSED ! 48"x30" ADJACENT� BOX BEAM NO, 1 2 I 4' BOX BEAM NO. 1 I I 2' -0 II TYPICAL SECTION l!"m INCLUDES 1 /2" INTEGRAL WEARING SURFACE ( LOOKING STATIONS AHEAD> 2 0 4 B FEET .io/ MEASURED PERPENDICULAR I I .io/ SHLDR 6. .io/ LANE .io/ LANE P. G. 5 ½" MIN.- POINT O� \ l!"m SLAB ROTATION 6. OO'l/ 6.00% OO'l/ I 8' -0 II .io/ SHLDR 2. OO'l/ BARRIER ( TYP. l VARIES.io/ O' ! IC/ PRESTRESSED y 4B"x30" ADJACENT SR 0030 WB TO BASELINE --�-- A, 7 -9" CIC BEARINGS ( MEASURED ALONG TANGENT! IC/ BRNG ABUT, 2 ST A. 7 0 + 1 o. o 1 ---i--.---------:...::_;:_`_:`_:_;_:`--=>��:..=`�-=--..::..=`--=--; _`_____________ --k ___ ST 1 IC/ BRNG ABUT, 1 + 1 5, 09 ELEV. 1234. 13 -------------- 81 STA, AHEAD 7,25'l/ @ -1. 81'l/ 101' - 14' I SR 3030, SECTION A 10 BRIDGE REPLACEMEOT PROJECT DEPARTMENT OF TRANSPORTATION I I I I I I ------------- I I I I - - - I I I ------- ----- ---------------- SR 0030 SURVEY �� STRUCTURE PLAN 5 0 5 10 FEET --- FIX ELEV. 1235. -0" REQ' 16' I < TYP.l TYPE 1 I\ 14, _3 1/t" PROVIDED -75/f" PROVIDED I I APPROACH SLAB D -0" REQ' 14' D 16' -6" REQ' ---r------------ 1 �-------------L�l BARRIER I TYP,l \ --- I I I 821 Jj` __________ DATUM 1195 -��B_.= IGNl FINAL DES NG I I TBD DUR E•L _______________ _K F�·= D I l I MEDIAN CONCRETE BARRIER< TYP.l BARRIER EXISTING BRIDGE I TO BE REMOVED> EXP, P. G. L. GUIDE RAIL ( TYP,l -25/f" PROVIDED ( ROADWAY ITEt,O _K __ I I 15' EXISTING I TYP, I PROTECTIVE I F-SHAPED 1'-8 1 /4" -0" TO 2' -3 II 1 1 □ 1 L , D!D!DIDIDII D D I n D ! l�.m---------------------7 II SR 0030 EB -0 1 13"
pennsylvania I I 1 I I 1--- 1 I I I I FILL SLOPE CUT SLOPE GUIDE RAIL I PAVEMENT MARKINGS POC STA 64+48.95 RAMP A SURVEY i = POT STA 0+00.00 CONNECTION SURVEY i 0 WV I I 25 ��� BITUMINOUS �� � Oj 0 10 / � / 10 � / -� / =--.-- -. - / r------- ; I I SCALE - PRELIMINBRY GRASS w N 1 1•47' 52 "E • - FH F--. --...`F -----. � ---.F � WATER LINE PL GRASS ----- GUIDE RAIL GUIDE \ tz----------- ----- GV AHD ----- / 50 FEET BOLLARD 0 ---- LANDSCAPE q POT STA 67+79.62 SR 3030 SURVEY & CONSTR � POT STA 68+01.62 SR 3030 SURVEY & CONSTR �BK = -I[^ PNG GAS LINE BY PLAN GRASS - ---x 12' 1 1 ' 1 1 ' -- ---->� ======= n1s RAIL \ \ --□ S !GOT IDEWALK EXISTING PAVEMENT PROPOSED SHOULDER PROPOSED ROADWAY PROPOSED CURB PROPOSED STRUCTURE \ \ '. \ \ \ I \ \ I I \ _K - ,,,-= SEG 0010 OFF 0213 SR 3030, SECTION A 10 CDR MACjUIRE DEPARTMENT OF TRANSPORTATION BRIDGE REPLACEMEOT PROJFCT START WORK STA 62+30.00 SR 3030 SEC AlO LIMIT OF WORK STA 61+50.00 SR 3030 SEC AlO - HEMPFIELD TOWNSHIP WESTMORELAND COUNTY WPP #J90108 W/TRANSFORME ( 2! o. 38 MIL TO GR LEGEND - - I I I --- I TA 62+33.50 SAN MH RIM=/203. 90 JNV=/198.60-A INV= I 198. 65-B --- I ----- 63 CONC ----------------- �' Y /4 II 20 II DI MAWC WATER 1 1 ' BEGIN MILL AND OVERLAY STA 63+30.00 BEGIN FULL DEPTH PAVEMENT I I I I I I -F-- ---c---- I I : j 1 I ■ POT STA 63+10. 71 SR 3030 SURVEY & CONSTR � = POC STA 63+!0. 71 RAMP A SURVEY i AHD LINE BY PLAN END MILL AND OVERLAY I /8 11 WATER L NE if. --- - - N85 ° T 90 ° ====== WEDGE CURB 1---
pennsylvania \ SCALE 0 POT STA 72+49.28 T-456 SURVEY$ BK 78 T-456 SURVEY & CONSTR ill/ - POT STA 72+56. POT 74+00.00 T-456 SURVEY m AHO POT 74+00.00 T-456 SURVEY & CONSTR ill/ BK = �LEGAL RIW LINE T-456 STA 74+00.00 STOP WORK r 50 FEET 57 T-456 SURVEY m BK POT STA 72+88. POT STA 72+88.57 T-456 SURVEY & CONSTR ill/ = RAIL GUIDE 73 RAMP A SURVEY m POC STA 72+74. POC STA 72+79.99 SR 3030 SURVEY & CONSTR ill/ - CDR MACjUIRE I 1---.-----2' \ 25 STATION ST 101' S-2657 N/A NIA THRU GIRDER 3' -1 102 " 9'-112" 0" ° O' 1 6 -9" CIC BRNGS I 18'0" CIC TSRGS SPAN LENGTH 70+53.68 70+05. 60 PROPOSED EXISTING STRUCTURE DATA STRUCTURE NO. OPENING HYDRAULIC DEPTH SUPERSTRUCTURE SKEW GRASS START W DEPARTMENT OF TRANSPORTATION PLAN - I PROPOSED ROADWAY LEGEND STA 70+22.89 T-456 SURVEY m, OFFSET TO' RT POC STA 70+20.53 RAMP A SURVEY m = POT POC STA 70+05.60 SR 0030 $ 92 RAMP A SURVEY m = POC STA 252+63. I I GUIDE RAIL !WATER LINE BY 6" MAWC I --- -/ �=:::,,` PLAN WAT� -.!=# =.- -- - I I S-39455 SR 3030, SECTION A 10 POC 71+87.02 T-456 SURVEY • R= 5' AIL GUIDE NSTR ill/ = -----. r r 4/ POC 71+93.28 SR 3030 SURVEY 18" WATER LINE BRIDGE REPLACEMEOT PROJFCT PRELIMINBRY 69 6 ,, PNG GAS LINE I I ■ PAVEMENT MARKINGS N11 ° 47'52"E S88 ° 59' 14 "£ 47 ° 2I '32" -F- FILL SLOPE - EXISTING PAVEMENT - - -c- - - - CUT SLOPE - PROPOSED SHOULDER - PROPOSED CURB - PROPOSED STRUCTURE
pennsylvania I '5:- \ \ \ o I I � I I s:/ I C --J CK I - I m ! I SR 3030 -'b'o6 S T A 7 8 + 00< STOP WOR-K-- FLANGE PIPE 4" WATER \ \ PNG GAS LINE \ HEMPFIELD TOWNSHIP SR 3030 SEC AlO STA 78+50.00 LIMIT OF WORK CDR MACjUIRE 262 POT STA 77+16. 17 T-456 SURVEY QJ/ AHO - POT STA 77+25. 17 T-456 SURVEY 1/J/ BK POT STA 9+76. 67 T-759 SURVEY POT STA 75+72. 12 T-456 SURVEY 1/J/ - \ \ \ \ \ \ \ \ '-'= \ \ CZ/ \ \ \ "( \ < \ \ Am BY PLAN END FULL DEPTH DEPARTMENT OF TRANSPORTATION -- 50 FEET LEGEND POT STA 75+43.68 SR 3030 SURVEY & CONSTR �BK = AHD POT STA 75+25.66 SR 3030 SURVEY & CONSTR � c] �-1� STA 78+00.00 END MILL AND 0 261 - I - 'PPT STA 75+75.6 POT STA 75+80.95 - I -------& 259 BRIDGE REPLACEMEOT PROJFCT SR 3030, SECTION A 10 PRELIMINBRY PROPOSED ROADWAY WESTMORELAND COUNTY I POT 74+00.00 T-456 SURVEY 1/J/ AHO 25 SCALE 0 I :s; \\ _____ , I MARKINGS T-456 STA 74+00.00 I STOP WORK POT 74+00.00 T-456 SURVEY & CONSTR �BK = I GUIDE RAIL NE BY LI I MAWC PLAN PAVEMENT ■ - C - -F- FILL SLOPE - EXISTING PAVEMENT ---c---- CUT SLOPE - PROPOSED SHOULDER - PROPOSED CURB - PROPOSED STRUCTURE
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