R V EMINGTON & ERNICK ENGINEERS 922 FAYETTE STREET, - PowerPoint PPT Presentation

COUNTY DISTRICT ROUTE SECTION SHEET 6-0 MONTGOMERY 000 CPT 4 OF 6 HATBORO BOROUGH REVISION REVISIONS DATE BY NUMBER OAKDA LE AV E NU E M H TYPE 1 ADA TYPE 1 ADA CURB RAMP CURB RAMP DESIGN/BUILD DESIGN/BUILD C O N C U S O I N U M I T S B A S C G R O N C 8 ' A S S G R U R B O N C C C S R A S G B R C U C O N C U E E N A V K O R O W B D O E A M S O U I N M T U B I S O U I N M T U B I R B C U C N C O T E R E C O N C CONSTRUCTION PLAN SCALE 0 25 50 FEET DWG: BMO DES: BMO CKD: JLD SCALE: NOTED DATE: 12/13/2019 PROJECT #PMHBT008 PREPARED BY: R V EMINGTON & ERNICK ENGINEERS 922 FAYETTE STREET, CONSHOHOCKEN, PA 19428 PH: (610) 940-1050, FAX: (610) 940-1161 RVE.tbl 1/14/2020 M:\Transportation_Bridge\Hatboro\PMHBT008 - Corinthian Trail\Design\3. PMHBT008 Drawings\Plans\CONSTR\CP-01.dgn

COUNTY DISTRICT ROUTE SECTION SHEET 6-0 MONTGOMERY 000 CPT 5 OF 6 HATBORO BOROUGH REVISION REVISIONS DATE BY NUMBER C ON C . C U RB C ON C D ) C ON C STONE DRIVE A MATCH EXISTING SIDEWALK O R V I LLE U S O N M I U T B I RR T I E S S U N O I U M T I B MATCH EXISTING SIDEWALK N W11-2 O 36" X 36" W16-9P S S 24" X 12" K C S O U N E S I U U M N O T I B I M T U I A B U J PROPOSED 5' WIDE N TYPE 4A ADA ( CONCRETE SIDEWALK PROPOSED 5' WIDE CURB RAMP E (TYP.) RR T I E S 2 1 CONCRETE SIDEWALK 2 DESIGN/BUILD 3.5' 2.5' V (TYP.) TYP. TYP. NO. 430 A 1.5 STORY THOMAS J. & DOLORES M. MYERS 3 3 G PRICE & ELIZABETH WILSON C ON C C U RB NO. 435 MASONRY N T U M I NOU S PARCEL 08 00 02503 00 9 PARCEL 08 00 03190 00 6 3 1.5 STORY DWLG. 5' TAX MAP 08040 043 TAX MAP 08040 044 ROBERT A. & WENDY LEE WADKINS MASONRY R NO. 434 DWLG. L PARCEL 08 00 03245 00 5 2 STORY C ON C RETAINING WALL WITH BRICK TAX MAP 08040 074 O C ON C S DWLG. SPLIT RAIL FENCE TYPE 4A ADA CURB RAMP 5' N C TYPE 4A ADA CURB RAMP B I WOOD U S DESIGN/BUILD M I N O B I T U LEGAL R/W LINE DESIGN/BUILD WOOD DECK N E S T O TIE INTO EXISTING DECK I V E D R SIDEWALK TYPE 6 ADA CURB RAMP I LEGAL R/W LINE W11-2 TIE INTO EXISTING L 36" X 36" SIDEWALK TYPE 4A ADA S 5' 10 " S EE S H EET 5 500 501 P E 6' WIDE CONC CURB RAMP 6 8 8 . 3 8 ' T E = 2 5 G R A 0 2 RABBIT D ASPHALT PATH DESIGN/BUILD . 3 6 LIMIT OF WORK = 2 8 7 I N V HUTCH H 50 ' 503 10 " 504 505 STA 500+35.05 50 ' P E TRAMPOLINE T U M I NOU S 6' 8' 6' D I A N A V E N U E C O R I N T H H S PROPOSED SIDEWALK 6' WIDE 9 6 2 8 7 . A T E = G R 6' C ON C C U RB RR TIES REMOVE BOLLARD FRAME ASPHALT PATH 6 6 2 8 5 . I N V = MATCH EXISTING SIDEWALK " GARAGE W11-2 2 B I T U M I N O U S STONE FILTRATION 1 P I 36" X 36" D B I R E T E TRENCH C O N C U S U M I N O 8 5 . 0 3 B I T N V = 2 I RR TIES S T O N E F I FH L T R A T I O N RR T I E S T R E N C H LEGAL R/W LINE LEGAL R/W LINE RELOCATE EXISTING U S N O M I T U GU TTE R L I N E B I HYDRANT TYPE 1 DRIVEWAY 2' TYPE 2 ADA CURB RAMP WOOD BITUMINOUS APRON TYP. TIE INTO EXISTING DECK E B I T U M I NOU S I T U M I NOU S 3 . 4 8 NO. 414 T E = 2 7 G R A " SIDEWALK 1 8 M CONC 9 2 STORY 7 3 = 2 7 0 . U I N V R CONC P R C BLOCK E MASONRY 2 " 1 U S O N N B M I U T B I DWLG. D I P NO. 430 MICHAEL & ROBYN MEIER I T U M I NOU S H NO. 429 D M 7 5 2 7 3 . A T E = E PROPOSED 5' WIDE G R 1 STORY PARCEL 08 00 03250 00 9 1 STORY 7 5 2 7 1 . I N V = MASONRY CONCRETE SIDEWALK V MASONRY TAX MAP 08038 005 8 BUILDING. (TYP.) B BUILDING. 7 A W11-2 MICHAEL KOSTIC & FRANCES HOROFF N 36" X 36" MICHAEL KOSTIC & FRANCES HOROFF PARCEL 08 00 03193 00 3 W16-9P PARCEL 08 00 02506 00 6 TAX MAP 08038 037 B 24" X 12" L TAX MAP 08038 001 REPLACE RAILROAD TIES MATCH EXISTING SIDEWALK O WITH CONCRETE CURB N C A P R ON S C ON C I L C ON C SCALE CONSTRUCTION PLAN 0 25 50 FEET DWG: BMO DES: BMO CKD: JLD SCALE: NOTED DATE: 12/13/2019 PROJECT #PMHBT008 PREPARED BY: R V EMINGTON & ERNICK ENGINEERS 922 FAYETTE STREET, CONSHOHOCKEN, PA 19428 PH: (610) 940-1050, FAX: (610) 940-1161 RVE.tbl 1/23/2020 M:\Transportation_Bridge\Hatboro\PMHBT008 - Corinthian Trail\Design\3. PMHBT008 Drawings\Plans\CONSTR\CP-02.dgn

COUNTY DISTRICT ROUTE SECTION SHEET 6-0 MONTGOMERY 000 CPT 6 OF 6 HATBORO BOROUGH REVISION REVISIONS DATE BY NUMBER MATCH EXISTING SIDEWALK W11-2 36" X 36" J E FF E R S ON AV E NU E W16-9P 24" X 12" U ND E R C ON S T R U C T I O N MATCH EXISTING SIDEWALK W A T E R M A I N PROPOSED CONCRETE S SIDEWALK (TYP.) SP R I NGDA LE AV E N U E RESET WATER VALVE PROPOSED CONCRETE SIDEWALK (TYP.) 6 5' S 4 O U N M I U T B I KARL P. WULFEKOTTE, JR. THOMAS F. DOYLE 5' PARCEL 08 00 02809 00 9 PARCEL 08 00 05488 00 3 7.5' 5 NO. 437 NO. 430 TAX MAP 08039 014 TAX MAP 08040 046 2 STORY 2 STORY NO. 435 5' FRAME FRAME JOHANNA VAN VEEN & 2 STORY RESET WATER 4 5 3 0 1 . A T E = OPEN G R DWLG. DWLG. MASONRY 1 5 " WILLIAM KERMIT SELLS, JR. VALVE 5 9 9 . 1 PORCH N V = 2 I & FRAME C M P PARCEL 08 00 05557 00 6 TYPE 4A ADA 4 5 DWLG. 3 0 1 . A T E = TYPE 4A ADA CURB RAMP G R CURB RAMP TAX MAP 08039 080 5 7 = 3 0 1 . R A T E G 8 . 9 5 V = 2 9 6' WIDE DESIGN/BUILD 18 " I N D DESIGN/BUILD E C M P 9 9 . 2 7 L N V = 2 S I U N O LIMIT OF WORK ASPHALT PATH I L M U S T U O I I N B M U T U I T B P U LEGAL R/W LINE STA 509+25.08 O METAL LEGAL R/W S T ON E SHED I E S R T R LINE S 512 511 510 509 508 507 6' 8' CONCRETE UY UY UY UY UY UY UY Y 6 GU 0 G G G G G G G 5 S EE S H EET 4 . 7 4 = 3 0 1 G R A T E CONC CURB 9 9 9 . 0 S I N V = 2 R I N T H I A N C O 6' 50 ' 50 ' BITUMINOUS A V E N U E 12 " STONE FILTRATION W11-2 C TRENCH M S T ON E 36" X 36" P 5 6 STONE FILTRATION = 3 0 1 . R A T E G 5 6 W16-7P 3 0 1 . A T E = G R CONC CURB FRAME TRENCH 0 9 9 . 8 N V = 2 I 9 0 24" X 12" 2 9 9 . I N V = 1 GARAGE 5 " FRAME L S T I E S C M P SHED S T ON E BITUMINOUS DMH- DID SP R I NGDA LE AV E N U E LEGAL R/W LINE NOT OPEN, CONCRETE CRACKED LID LEGAL R/W LINE NO. 421 2 STORY 11 NO. 425 BRICK & 2 STORY FRAME NO. 428 FRAME 10 RAYMOND R. & PATRICIA STILLWELL 12 DWLG. 2 STORY S DWLG. N O U M I T U B I PARCEL 08 00 05560 00 3 FRAME EDMOND T. & SHARON M. CORNWELL TAX MAP 08038 016 RAYMOND R. & PATRICIA L. BYRNES DWLG. PARCEL 08 00 05491 00 9 PARCEL 08 00 02812 00 6 TAX MAP 08038 023 TAX MAP 08038 025 W11-2 36" X 36" W16-9P 24" X 12" S SCALE CONSTRUCTION PLAN 0 25 50 FEET DWG: BMO DES: BMO CKD: JLD SCALE: NOTED DATE: 12/13/2019 PROJECT #PMHBT008 PREPARED BY: R V EMINGTON & ERNICK ENGINEERS 922 FAYETTE STREET, CONSHOHOCKEN, PA 19428 PH: (610) 940-1050, FAX: (610) 940-1161 RVE.tbl 1/23/2020 M:\Transportation_Bridge\Hatboro\PMHBT008 - Corinthian Trail\Design\3. PMHBT008 Drawings\Plans\CONSTR\CP-03.dgn