Westside_gateway_HOP_plans_.pdf

REILLY ASSOCIATES

9/19/25 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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49 South Main Street Suite 200 Pittston, PA 18640

4"

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AS NOTED

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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N. MAIN STREET (SR 3013)

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STREETSCAPE HOP PLANS

AutoCAD SHX Text 05/15/2025

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CITY OF SCRANTON

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REVISIONS

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SUITABLE MATERIAL OR 2A COARSE AGGREGATE (SEE NOTE 10)

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DUMPED 2A

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AGGREGATE FOR BEDDING (AASHTO NO. 8), UNCOMPACTED

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WALL THICKNESS 6" MIN. TYP.

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STANDARD BOX

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PIPE OPENING (OUTSIDE DIAMETER) INSIDE FACE = 25" MAX.OUTSIDE FACE =26" MAX.

AutoCAD SHX Text PIPE OPENING (OUTSIDE DIAMETER) INSIDE FACE =46 " MAX. 14" MAX.OUTSIDE FACE = 47 " MAX.14" MAX.

AutoCAD SHX Text 3'-9 "

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PIPE

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WALL THICKNESS (6") MIN. (TYP.)

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PIPE CLEARANCE 1" MIN. 2" MAX.

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12" MAX. AT INSIDE FACE

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1" MAX. AT OUTSIDE FACE

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INSIDE DIMENSION OF INLET BOX

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PIPE AND PIPE OPENING

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OPENING TAPER

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PIPE OPENING (AT INSIDE FACE)

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PIPE OPENING (AT OUTSIDE FACE)

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6" MIN. TYP.

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4'-0" MAX.

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PIPE OPENING (OUTSIDE DIAMETER) 48" MAX. MAX. OUTSIDE FACE (TYP.)

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4'-0" MAX.

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WALL THICKNESS 6" MIN. (TYP.)

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PIPE CLEARANCE 1" MIN. 2" MAX.

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PIPE

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VARIES 0 MIN.

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PIPE AND PIPE AND PIPE OPENING

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PIPE OPENING (TAPERED OPENING PERMITTED WITH NO REDUCTION IN WALL THICKNESS)

AutoCAD SHX Text OUTSIDE DIAMETER OF PIPE TO PIPE OPENING REDUCTION IN WALL THICKNESS DIMENSION INSIDE FACE OF BOX WALL TO OUTSIDE DIAMETER OF PIPE OPENING

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SUBGRADE

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COMPACTED NO. 2A COARSE AGGREGATE, 1.0' MIN. THICKNESS COMPACTED TO 100%

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INLET BOX

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2.0' MIN. (TYP.)

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NO. 2A COARSE AGGREGATE COMPACTED TO 100%

AutoCAD SHX Text NOTE: : ALL 2A COARSE AGGREGATE BOTH UNDER AND AROUND THE INLET BOX SHALL BE COMPACTED TO 100%.

AutoCAD SHX Text CONSTRUCTION DETAILS BELOW COVER THE FOLLOWING CONDITIONS: (A) PIPE LYING ON TOP OF THE NATURAL GROUND, ROCK OR COMPACTED (97% SPD) FILL. COMPACTED (97% SPD) FILL. (B) THE EXISTING GROUND IS BETWEEN THE TOP AND THE BOTTOM OF THE PROPOSED PIPE AND THE PIPE IS TO BE COVERED WITH EARTH FILL. (C) THE TOP OF PIPE IS BELOW THE LEVEL OF THE NATURAL GROUND OR COMPACTED FILL (TO MINIMUM 97% SPD) AND TO BE COVERED WITH EARTH FILL TO HEIGHTS ABOVE THE NATURAL GROUND.

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PIPE INSTALLATION PROCEDURES

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THERMOPLASTIC PIPE

AutoCAD SHX Text STEP 1: REMOVE TOPSOIL (COMPRESSIBLE LAYER OF ORGANIC MATERIAL) TO A WIDTH EQUAL TO 5 OUTSIDE DIAMETERS OF THE PIPE IN ALL FILL CONDITIONS ABOVE (A), (B) & (C). ALSO IF SPECIFIED ON THE CONTRACT DRAWING, UNDERCUT FOR THE DEPTH BELOW THE BEDDING AS SHOWN BY DESIGN (MAKE MIN WIDTH 5 DIAMETERS OF PIPE). PAY AS CLASS 1 EXCAVATION. STEP 2: CONSTRUCT THE EMBANKMENT TO 4'-0" ABOVE THE TOP OF PIPE OR TO THE SUBGRADE ELEVATION, WHICHEVER IS LESS. FOR PIPES 72" OR GREATER SEE NOTE 1. STEP 3: EXCAVATE THE TRENCH TO THE WIDTH OF THE OUTSIDE DIAMETER OF THE PIPE BARREL PLUS 4'-0" AND CREATE AN APPROPRIATE BEDDING 6" DEEP. STEP 4: FOR CONCRETE PIPE, IF THIS EXCAVATION IS ROCK, THROUGH ROCK OR HARD SHALE, OR IN AREAS OF 6"+2" INCH/FT OF 4'-0", BELOW THE INTENDED BOTTOM ELEVATION OF THE PIPE, 16" MAX. NOTE: IF UNSUITABLE MATERIAL IS FOUND, UNDERCUT AS DIRECTED AND IF UNSUITABLE MATERIAL IS FOUND, UNDERCUT AS DIRECTED AND AND BACKFILL WITH SUITABLE MATERIAL TO BOTTOM OF BEDDING ELEVATION. (UNLESS OTHERWISE SPECIFIED.) STEP 5: LAY PIPE ON APPROPRIATE BEDDING. SEE STEP 6D FOR METAL APPROPRIATE BEDDING. SEE STEP 6D FOR METAL BEDDING. SEE STEP 6D FOR METAL PIPE ARCH AND METAL PLATE PIPE ARCH. STEP 6: :FOR CONCRETE PIPE, SEE STEP 6A. :FOR CONCRETE PIPE, SEE STEP 6A. :FOR METAK PIPE AND METAL PLATE PIPE, SEE STEP 6B. :FOR THERMOPLASTIC PIPE, SEE STEP 6C. :FOR METAL PIPE ARCH AND METAL PLATE PAIPE ARCH, SEE STEP 6D. :FOR PIPES CROSSING UNDER INTERSTATES, FREEWAYS, EXPRESSWAYS AND ARTERIALS, OR PIPES IN COLLECTORS OR LOCALS WHERE RESILIENCY MEASURES ARE DEEMED NECESSARY, SEE SHEET 5 FOR FLOWABLE BACKFILL REQUIREMENTS.

AutoCAD SHX Text PLACE 2A COARSE AGGREGATE MATERIAL, IN 5" LOOSE LAYERS, ADJACENT TO THE LOWER HAUNCHES TO A HEIGHT OF 12" ABOVE TOP OF PIPE. COMPACT TO NON-MOVEMENT. TEST THE BACKFILL MATERIAL AND CONTINUE EMBANKMENT IN ACCORDANCE WITH PUBLICATION 408, SECTION 601.

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STEP 6C:

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NATURAL GROUND (OR TOP OF COMPACTED FILL)

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6" MIN

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ALTERNATE SLOPE

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FOR SPECIAL DESIGNS, LOCATE "TOP" MARKING AT TOP OF PIPE.

AutoCAD SHX Text AASHTO NO. 8 (UNCOMPACTED)-CONCRETE PIPE 2A (UNCOMPACTED)-METAL PIPE 2A (UNCOMPACTED)-THERMOPLASTIC PIPE

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BEDDING

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6" MIN BEDDING

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COMPACTION (SEE NOTE 7)

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COMPACTED TO NON-MOVEMENT (SEE NOTE 9)

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6" MIN

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1. THE INSTALLATION OF PIPES 72" OR GREATER INSIDE DIAMETER OR THE INSTALLATION OF PIPES 72" OR GREATER INSIDE DIAMETER OR SPAN IS PERMITTED WITHOUT PLACING EMBANKMENT FIRST. MAKE THE BACKFILL ENVELOPE AS SHOWN ON THIS DRAWING EXCEPT PROVIDE 2A MATERIAL ON EACH SIDE OF THE PIPE EQUAL TO ONE OUTSIDE DIAMETER OR SPAN OF THE PIPE. FOR CONCRETE PIPE, THE WIDTH OF UNCOMPACTED AGGREGATE FOR BEDDING (AASHTO NO. 8) REMAINS AT Do + 4'-0". 2. A HIGHER STRENGTH PIPE THAN SPECIFIED MAY BE SUPPLIED A HIGHER STRENGTH PIPE THAN SPECIFIED MAY BE SUPPLIED AT NO ADDITIONAL COST TO THE DEPARTMENT. 3. PAYMENT FOR ALL PIPE BACKFILL MATERIAL IS INCIDENTAL TO THE PAYMENT FOR ALL PIPE BACKFILL MATERIAL IS INCIDENTAL TO THE PIPE. 4. TO PRECLUDE POINT LOADING ON A CONCRETE PIPE, DO NOT TO PRECLUDE POINT LOADING ON A CONCRETE PIPE, DO NOT COMPACT AASHTO NO. 8 BEDDING MATERIAL. 5. FOR TRENCH BOX/SHORING INSTALLATION REQUIREMENTS REFER TO FOR TRENCH BOX/SHORING INSTALLATION REQUIREMENTS REFER TO PUBLICATION 408, SECTION 601. 6. PERMIT PLACEMENT OF BACKFILL MATERIAL UP TO 10" LOOSE PERMIT PLACEMENT OF BACKFILL MATERIAL UP TO 10" LOOSE LAYERS IF USING A VIBRATORY ROLLER OR UP TO 12" LOOSE LAYERS IF USING A BACK-HOE MOUNTED HYDRAULIC PLATE COMPACTOR AS SPECIFIED IN PUBLICATION 408, SECTION 601.3(f)3. 7. COMPACT TOP 3'-0" OF SUBGRADE TO 100% AS SPECIFIED IN COMPACT TOP 3'-0" OF SUBGRADE TO 100% AS SPECIFIED IN PUBLICATION 408, SECTION 206.3. COMPACT 2A COARSE AGGREGATE TO NON-MOVEMENT AS PER NOTE 9. COMPACT SUITABLE MATERIAL TO MINIMUM 97% SPD. 8. FOR REINFORCED CONCRETE PIPES INSTALLED WITH GREATER THAN FOR REINFORCED CONCRETE PIPES INSTALLED WITH GREATER THAN 48' OF FILL, PROVIDE 12" BEDDING MINIMUM AND 16" WHEN ROCK IS PRESENT. 9. COMPACT TO NON-MOVEMENT AS SPECIFIED IN PUBLICATION 408, COMPACT TO NON-MOVEMENT AS SPECIFIED IN PUBLICATION 408, SECTION 206.3(b)1.c. 10. USE 2A COARSE AGGREGATE OR SUITABLE MATERIAL AS SPECIFIED USE 2A COARSE AGGREGATE OR SUITABLE MATERIAL AS SPECIFIED IN PUBLICATION 408, SECTION 601.3(f)3, FO FLOWABLE BACKFILL REQUIREMENTS SEE SHEET 5 OF 5 (RC-30M).

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NOTES

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LEGEND

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COARSE AGGREGATE (2A)

AutoCAD SHX Text Do = OUTSIDE DIAMETER OF PIPE, MILLIMETERS (INCHES) SPD = STANDARD PROCTOR DENSITY ID = INSIDE DIAMETER * SUITABLE MATERIAL = MATERIAL CONTAINING NO DEBRIS, ORGANIC MATTER, FROZEN MATERIAL OR LARGE STONES WITH A DIAMETER GREATER THAN ONE-HALF THE THICKNESS OF THE COMPACTED LAYERS BEING PLACED.

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TYPE 4

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SECTION A-A RC-46M FEBRUARY 19, 2021

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LEGEND

AutoCAD SHX Text NOTES: : 1. FOR ADDITIONAL NOTES, SEE RC-46M, SHEETS 1-3. FOR ADDITIONAL NOTES, SEE RC-46M, SHEETS 1-3. 2. FOR PIPE LOCATION AND PIPE OPENING NOTES, SEE RC-46M, SHEET 2.FOR PIPE LOCATION AND PIPE OPENING NOTES, SEE RC-46M, SHEET 2.

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SECTION B-B (TYPICAL ALL TYPES EXCEPT STANDARD) RC-46M FEBRUARY 19, 2021

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STORM INLET BOX DETAILS NOT TO SCALE RC-46M FEBRUARY 19, 2021

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INLET TRENCH DETAILS NOT TO SCALE

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INSIDE DIMENSION OF INLET BOX

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CONSTRUCTION DETAILS

AutoCAD SHX Text FIELD CONSTRUCTION NOTES: : 1. CONSTRUCT OR PLACE INLET BOXES LEVEL, UNLESS OTHERWISE INDICATED OR DIRECTED. 2. CONSTRUCT OR PLACE INLET BOXES ON A SUBBASE CONSTRUCTED OF COMPACTED NO. 2A COARSE AGGREGATE. PLACE AND COMPACT IN 4" LAYERS TO PROVIDE A 1'-0" MINIMUM DEPTH. 3. LOCATE PIPE OR PIPES AS INDICATED OR DIRECTED. 4. CONNECT PIPES TO INLET BOXES WITH MORTAR OR WATERTIGHT RUBBER FLEXIBLE CONNECTORS. 5. FORM BOTTOM OF INLET, USING CLASS A CEMENT CONCRETE, TO CHANNEL THE FLOW TOWARD THE OUTLET PIPE. PROVIDE #4 REINFORCEMENT BARS SPACED AT 12" CENTER TO CENTER MAXIMUM WHEN THE THICKNESS EXCEEDS 3". 6. BACKFILL EXCAVATED SPACES AROUND THE STRUCTURE WITH ACCEPTABLE EMBANKMENT MATERIAL. 7. THE FOLLOWING ITEMS ARE INCIDENTAL TO THE COST OF THE INLET BOX PAY ITEM: EXCAVATION, COMPACTED NO. 2A COARSE AGGREGATE, INLET BOX, CLASS A CEMENT CONCRETE TO CHANNEL FLOW, TRANSITION SLAB, TOP SLAB, BACKFILL AND ANY OTHER MISCELLANEOUS ITEMS REQUIRED FOR THE CONSTRUCTION OF THE INLET BOX.

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6" MIN. TYP.

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5'-0" MAX.

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PIPE OPENING (OUTSIDE DIAMETER) 48" MAX. MAX. OUTSIDE FACE (TYP.)

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5'-0" MAX.

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TYPE 5

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TYPE 5

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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N. MAIN STREET (SR 3013)

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STREETSCAPE HOP PLANS

AutoCAD SHX Text 05/15/2025

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CITY OF SCRANTON

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REVISIONS

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CONSTRUCTION DETAILS

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BUT NOT LESS

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THAN 8"

AutoCAD SHX Text A SAFE BEARING CAPACITY OF 0.15 MPa (1.5 Tons Per S.F.) UNDER THE ENTIRE BASE SLAB IS ASSUMED TO DETERMINE THE BASE SIZE. WHEN THE SUBSOIL IS EXTREMELY POOR, PROCEED WITH CONSTRUCTION ONLY AFTER THE ENGINEER SPECIFIES AN ADEQUATE BASE DESIGN.

AutoCAD SHX Text NOTES: 1. FOR PIPES LESS THAN OR EQUAL TO 30" 2. TO BE USED FOR THE FOLLOWING STRUCTURES (MANHOLES 2,2A,3) 3. DESIGNED FOR A LIVE LOADING EQUIVALENT TO HS-25 LOADING 4. CONSTRUCT STORM MANHOLES IN ACCORDANCE WITH PDT PUB. 72, RC-39M, NOVEMBER 30, 2021.

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STANDARD PRECAST STORMWATER MANHOLE DETAILS NOT TO SCALE RC-39M NOV. 30, 2021

AutoCAD SHX Text ADJUST TO FINAL GRADE WITH PRECAST CONCRETE GRADE RINGS OR BRICK AND CEMENT MORTAR. MAXIMUM 12" TOTAL THICKNESS.

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TYPICAL CONICAL TOP SECTION*

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DETAIL C

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DETAIL A

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DETAIL B

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TABLE B

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TYPICAL RISER SECTION

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TYPICAL RISER SECTION

AutoCAD SHX Text PRECAST OR CAST-IN- PLACE BASE SECTION AND INTEGRAL FOOTING. FOR CAST-IN-PLACE BASE SEE SHEET 1, RC-39M FOR DETAILS.

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CHANNEL**

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#3 BAR

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3" MIN.

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18" MIN

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BOTTOM STEEL*

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TOP STEEL*

AutoCAD SHX Text PROVIDE VERTICAL BARS #4 AT 16" C TO C HOOKED TO THE BASE SLAB REINFORCEMENT IF MESH IS USED AS WALL REINFORCEMENT IN THE BASE SECTION. SEE DETAIL C.

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60' MAX

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SEE DETAIL B

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NONSHRINK MORTAR

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INSIDE FACE OF MANHOLE

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12" NOMINAL

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OPENING D

AutoCAD SHX Text FOR PIPES 30" INSIDE DIAMETER AND LESS: *SEE TABLE B FOR BASE SLAB STEEL REQUIREMENTS. PROVIDE WALL REINFORCEMENT DETAILS AT BASE SLAB TYPICAL OF CAST-IN-PLACE MANHOLE. FORM A CONCRETE CHANNEL AT THE BOTTOM OF THE MANHOLE CONFORMING TO THE SHAPE OF THE LOWER HALF OF THE INCOMING AND/OR OUTGOING PIPES. PROVIDE A FULL DEPTH U-SHAPED CHANNEL WHEN NECESSARY TO REDUCE ENERGY LOSSES.

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PRECAST MANHOLE HEIGHT

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TOP STEEL REQUIREMENTS

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BOTTOM STEEL REQUIREMENTS

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0'-0" TO 30'-0"

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> 30'-0" TO 60'-0"

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#4 BARS AT 6" C TO C OR 0.33 IN2/FT WWF 6" MAXIMUM SPACING

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#4 BARS AT 12" C TO C OR 0.16 IN2/FT WWF 6" MAXIMUM SPACING

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#5 BARS AT 6" C TO C OR 0.56 IN2/FT WWF 6" MAXIMUM SPACING

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#4 BARS AT 6" C TO C OR 0.27 IN2/FT WWF 6" MAXIMUM SPACING

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5" WALL

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5" WALL

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THICKNESS

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4'-0" OUTSIDE

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4'-0" OUTSIDE

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4'-0" OUTSIDE

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DIAMETER

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TYPE 4

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SEE DETAIL A AND NOTE 4, FOR SELF-SEALING MANHOLE COVER DETAILS.

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34" MIN. TO 44" MAX.

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CAST IRON MANHOLE COVER (PLATEN COVER)PLATEN COVER))

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26" MIN. TO 32" MAX. (COVER DIAMETER)

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24" MIN. TO 30" MAX. (CLEAR OPENING)

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ELEVATION VIEW

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STORM

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MACHINED SURFACE

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DETAIL A GASKET SEALING SYSTEM

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PLAN VIEW

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AutoCAD SHX Text MANHOLE COVER AND FRAME NOTES: 1. PROVIDE MANHOLE COVERS AND FRAMES AS SPECIFIED IN PUBLICATION 408, SECTION PROVIDE MANHOLE COVERS AND FRAMES AS SPECIFIED IN PUBLICATION 408, SECTION 605.2(b). 605.2(b). 2. DESIGN MANHOLE COVERS AND FRAMES FOR PHL-93 OR HS-25 LOADINGS. IF MANHOLES DESIGN MANHOLE COVERS AND FRAMES FOR PHL-93 OR HS-25 LOADINGS. IF MANHOLES ARE NOT IN OR ADJACENT TO ROADWAY, DESIGN FOR ALL POSSIBLE LIVE LOADS AS ARE NOT IN OR ADJACENT TO ROADWAY, DESIGN FOR ALL POSSIBLE LIVE LOADS AS APPROVED BY THE DEPARTMENT. APPROVED BY THE DEPARTMENT. 3. PROVIDE GRAY CAST IRON CONFORMING TO AASHTO M105, CLASS 35B AND AASHTO M306. PROVIDE GRAY CAST IRON CONFORMING TO AASHTO M105, CLASS 35B AND AASHTO M306. 4. PROVIDE MANHOLE COVERS AND FRAMES SUPPLIED BY A MANUFACTURER LISTED IN PROVIDE MANHOLE COVERS AND FRAMES SUPPLIED BY A MANUFACTURER LISTED IN BULLETIN 15. FOR DEVIATIONS OR MODIFICATIONS OF THE STANDARDS, SUBMIT SHOP BULLETIN 15. FOR DEVIATIONS OR MODIFICATIONS OF THE STANDARDS, SUBMIT SHOP DRAWINGS TO THE BUREAU OF DESIGN AND DELIVERY, HIGHWAY DESIGN AND TECHNOLOGY DRAWINGS TO THE BUREAU OF DESIGN AND DELIVERY, HIGHWAY DESIGN AND TECHNOLOGY DIVISION CHIEF FOR REVIEW AND ACCEPTANCE. DIVISION CHIEF FOR REVIEW AND ACCEPTANCE. 5. PROVIDE A GASKET SEALING SYSTEM, DOVETAIL GROOVE AND CONTINUOUS GASKET, AS PROVIDE A GASKET SEALING SYSTEM, DOVETAIL GROOVE AND CONTINUOUS GASKET, AS INDICATED IN DETAIL A, TO PREVENT INFLOW THROUGH THE BEARING SURFACES, OF INDICATED IN DETAIL A, TO PREVENT INFLOW THROUGH THE BEARING SURFACES, OF SURFACE RUNOFF WATER INTO THE MANHOLE SYSTEM, WHEN SPECIFIED. PROVIDE 1/4" SURFACE RUNOFF WATER INTO THE MANHOLE SYSTEM, WHEN SPECIFIED. PROVIDE 1/4" DIAMETER ONE PIECE SELF-SEAL POLYISOPRENE ROUND GASKET, 40 DUROMETER GLUED DIAMETER ONE PIECE SELF-SEAL POLYISOPRENE ROUND GASKET, 40 DUROMETER GLUED IN PLACE. PROVIDE TWO (2) LIFT HOLES AT 180 DEGREES TO FACILITATE COVER IN PLACE. PROVIDE TWO (2) LIFT HOLES AT 180 DEGREES TO FACILITATE COVER REMOVAL FOR SELF-SEALING MANHOLE COVER. REMOVAL FOR SELF-SEALING MANHOLE COVER. 6. PROVIDE TWO (2) LIFT HOLES AT 180 DEGREES TO FACILITATE COVER REMOVAL FOR PROVIDE TWO (2) LIFT HOLES AT 180 DEGREES TO FACILITATE COVER REMOVAL FOR NON-SEALING MANHOLE COVER. NON-SEALING MANHOLE COVER. 7. FRAME TO HAVE A MINIMUM BEARING SEAT OF 1" FOR MANHOLE COVER. FRAME TO HAVE A MINIMUM BEARING SEAT OF 1" FOR MANHOLE COVER. 8. LOCATE TOP OF FRAME 1/8" BELOW THE TOP OF THE ROADWAY SURFACE. LOCATE TOP OF FRAME 1/8" BELOW THE TOP OF THE ROADWAY SURFACE. 9. ATTACH FRAME AND/OR PRECAST CONCRETE GRADE ADJUSTMENT RINGS RIGIDLY TO THE ATTACH FRAME AND/OR PRECAST CONCRETE GRADE ADJUSTMENT RINGS RIGIDLY TO THE TOP OF THE MANHOLE. USE 3-1/2" THREADED STUDS (MINIMUM) WITH HEX HEAD NUTS AND WASHERS, INSERTED THROUGH 5/8" DIAMETER HOLES (MINIMUM) THROUGH THE FRAME AND/OR RING. SPACE HOLES AT 120 DEGREES (MAXIMUM) AND 2" (MINIMUM) FROM OUTSIDE EDGE OF FRAME/RING. EMBED STUDS 4" MINIMUM INTO MANHOLE. GROUT STUDS INTO MANHOLE. 10. SET THE BASE OF THE FRAME ON A NON-SHRINK GROUT PAD TO PROVIDE FULL BEARING SET THE BASE OF THE FRAME ON A NON-SHRINK GROUT PAD TO PROVIDE FULL BEARING ON THE SUPPORTING SURFACE. NON-SHRINK GROUT IS ALSO PERMITTED FOR CROSS SLOPE AND LONGITUDINAL GRADE ADJUSTMENTS. PROVIDE NON-SHRINK GROUT AS SPECIFIED IN PUBLICATION 408, SECTION 1001.2(D). MINIMUM GROUT DEPTH = 1/2" MAXIMUM GROUT DEPTH = 1".

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ELEVATION VIEW OF MANHOLE FRAME

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*MINIMUM MINIMUM DIMENSIONS OF DOVETAIL FOR GASKET, SEE NOTE 5.

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RAISED LETTERS, 1"

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CHECKERED TOP DESIGN

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HEAT DATE AND NUMBER (RAISED LETTERS, 1")

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RAISED LETTERS, 2", ALTERNATE LETTERING INCLUDES SANITARY, WATER AND ELECTRIC

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TYPICAL LIFT HOLES, SEE NOTES 5 AND 6.

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MANHOLE

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1'-0" MIN. (TYP.)

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COMPACTED NO. 2A COARSE AGGREGATE 1'-0" MIN. THICKNESS

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TOE (IF REQUIRED)

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NOTE: COST OF NO. 2A COARSE AGGREGATE IS INCIDENTAL TO THE MANHOLE.

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MANHOLE SUBBASE PREPARATION DETAIL

MANHOLE SUBBASE PREPARATION DETAIL

www.reillyengineering.com

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AS NOTED

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NOT TO SCALE

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OTHER DEVICE IN THE LONGITUDINAL

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DEVICE. IN ALL TAPERS AND ON EVERY

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%%UCHANNELIZING DEVICE DETAIL

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TYPE "C" LIGHT ON EVERY CHANNELIZING

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SECTION.

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NOTE:

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VERTICAL PANEL STRIPED AS REQUIRED

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OR

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PLASTIC

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DRUM

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OR

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BARRIER.

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NON-MOVEMENT.

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OR

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>2 FEET

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OR

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OR FLATTER

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TO NON-MOVEMENT.

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OR

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>2 INCHES TO

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<4 FEET

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2 INCHES

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MATERIAL AND COMPACT

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OR

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FOOTNOTES:

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-BEHIND GUIDERAIL OR BARRIER

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-OUTSIDE CLEAR ZONE; OR

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3. NO CHANNELIZING DEVICES ARE NEEDED IF THE DROPOFF IS:

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2. USE CHANNELIZING DEVICES THROUGHOUT THE DROPOFF CONDITION.

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1. INSTALL LOW SHOULDER SIGNS AT INTERVALS NOT TO EXCEED 1/2 MILE

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MATERIAL AND COMPACT

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INSTALL A 3:1

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DISTANCE FROM EDGE OF

AutoCAD SHX Text DROPOFFS. THE FOLLOWING CONDITIONS AND TREATMENTS APPLY ONLY TO DROPOFFS CREATED BY CONSTRUCTION, MAINTENANCE, OR PERMIT/UTILITY OPERATIONS. DRAINAGE DITCHES ARE NOT TO BE CONSIDERED AS DROPOFFS. SPACING OF CHANNELIZING DEVICES FOR DROPOFFS: SPACE ALL CHANNELIZING DEVICES AT A MAXIMUM DISTANCE IN FEET, EQUAL TO 2 TIMES THE POSTED SPEED LIMIT IN MILES PER HOUR, OR CLOSER AS DIRECTED BY THE ENGINEER. WHEN CHANNELIZING DEVICES ARE USED FOR A DROPPOFF CONDITION, A MINIMUM OF TWO DEVICES ARE REQUIRED. IF A DROPOFF IS GREATER THAN 6 INCHES AND THE DISTANCE FROM THE DROPOFF TO THE EDGE OF THE TRAVEL LANE IS SUCH THAT CHANNELIZING DEVICES MUST BE PLACED BELOW GRADE, POSITION THE DEVICES ON A STABLE PLATFORM SO THAT THE BOTTOMS ARE AT GRADE. TEMPORARY CONCRETE MEDIAN BARRIERS MAY BE USED AT THE DISCRETION OF THE ENGINEER. PAVEMENT COURSES OR COMPACTED EARTHEN EMBANKMENTS TAPERED AT 3:1 OR FLATTER ARE NOT CONSIDERED DROPOFFS. 1. DROPOFFS BETWEEN TRAVEL LANES. IF A DROPOFF LESS THAN OR EQUAL TO 2 INCHES EXISTS BETWEEN TRAVEL LANES, CHANNELIZING DEVICES ARE NOT REQUIRED. IF A DROPOFF GREATER THAN 2 INCHES EXISTS BETWEEN TRAVEL LANES, PROVIDE THE FOLLOWING AS REQUIRED: * ON MULTILANE HIGHWAYS, CLOSE ONE OR MORE LANES TO PREVENT VEHICLES FROM CROSSING OVER THE DROPOFF. * ON MULTILANE HIGHWAYS, CLOSE ONE OR MORE LANES TO PREVENT VEHICLES FROM CROSSING OVER THE DROPOFF. * ON TWO-WAY, TWO-LANE ROADWAYS, INSTALL "DO NOT PASS" SIGNS (R4-1) IN EACH DIRECTION, AT INTERVALS NOT * ON TWO-WAY, TWO-LANE ROADWAYS, INSTALL "DO NOT PASS" SIGNS (R4-1) IN EACH DIRECTION, AT INTERVALS NOT EXCEEDING 1/2 MILE, THROUGHOUT THE DROPOFF CONDITION AND INSTALL TWO-DIRECTION NO PASSING ZONE, STANDARD PAVEMENT MARKINGS IN ACCORDANCE WITH FIGURE 3, 67 PA CODE, CHAPTER 212. 2. DROPOFFS FROM THE EDGE OF THE TRAVEL LANE.

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BARRIER

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INSTALL TEMPORARY

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OR

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PLACE SUITABLE MATERIAL TO GRADE AND COMPACT TO NON-MOVEMENT.

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INSTALL A 3:1 SLOPE WITH SUITABLE MATERIAL AND COMPACT TO NON-MOVEMENT.

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DEVICES REQUIRED

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NO CHANNELIZING

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1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. 2. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC DURING FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING: A. PENNDOT PUBLICATION 35; PENNDOT PUBLICATION 35; B. PENNDOT PUBLICATION 46; PENNDOT PUBLICATION 46; C. PENNDOT PUBLICATION 72M; PENNDOT PUBLICATION 72M; D. PENNDOT PUBLICATION 111; PENNDOT PUBLICATION 111; E. PENNDOT PUBLICATION 212; PENNDOT PUBLICATION 212; F. PENNDOT PUBLICATION 213; PENNDOT PUBLICATION 213; G. PENNDOT PUBLICATION 236; PENNDOT PUBLICATION 236; H. PENNDOT PUBLICATION 408; AND PENNDOT PUBLICATION 408; AND I. MUTCD, CURRENT EDITION. MUTCD, CURRENT EDITION. 3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES. 4. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK. 5. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. 6. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED BY DISTRICT OFFICE. 7. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. 8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS. 9. ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35 (BULLETIN 15). 10. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY. THESE TIME RESTRICTIONS SHALL BE DETERMINED BY THE PERMIT INSPECTION MANAGER SHOULD CONDITIONS WARRANT IT. 11. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS). 12. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWINGS 101-B, 102, 103, 107, 109-2, 109-B, 109-H, 110-2, 110-H, 110-R, 128, 129, 130, 201-A, 202-A IN THE CURRENT PENNDOT PUBLICATION 213, “TEMPORARY TRAFFIC CONTROL TEMPORARY TRAFFIC CONTROL GUIDELINES”. . 13. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION 408, SECTION 901.3(J). 14. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY’S WORK REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY’S WORK S WORK PERIOD. 15. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS. 16. NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH. 17. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN PENNDOT’S RIGHT-OF-WAY.S RIGHT-OF-WAY.

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%%USIDE ROAD SIGNING

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NOT TO SCALE

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IF STOP SIGN (R1-1) IS NOT IN PLACE

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THE CONTRACTOR WILL ERECT A NEW SIGN.

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SIGNING APPLICABLE ON ALL INTERSECTING

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ROUTES AND SIDE ROAD APPROACHES TO

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CONSTRUCTION SITE. THE SIGNS AND LIGHTS

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INDICATED ON THIS SKETCH ARE ADEQUATE

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FOR ROADS INTERSECTING A ROUTE UNDER

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CONSTRUCTION.

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NOTE:

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NOTE:

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AHEAD

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WORK

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ROAD

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FLASHER, TYPE B

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SIGN

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%%ULEGEND

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STOP

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%%UGENERAL NOTES

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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N. MAIN STREET (SR 3013)

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STREETSCAPE HOP PLANS

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CITY OF SCRANTON, LACKAWANNA COUNTY

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N. MAIN STREET (SR 3013)

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STREETSCAPE HOP PLANS

AutoCAD SHX Text 05/27/2025

AutoCAD SHX Text 22010.23

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CITY OF SCRANTON

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www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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N. MAIN STREET (SR 3013)

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STREETSCAPE HOP PLANS

AutoCAD SHX Text 05/27/2025

AutoCAD SHX Text 22010.23

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CITY OF SCRANTON

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REVISIONS

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NO.

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DATE

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APP'D

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APPROVED:

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CHK'D:

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DRAWN:

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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N. MAIN STREET (SR 3013)

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STREETSCAPE HOP PLANS

AutoCAD SHX Text 05/27/2025

AutoCAD SHX Text 22010.23

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CITY OF SCRANTON

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REVISIONS

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NO.

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DATE

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APP'D

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APPROVED:

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CHK'D:

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DRAWN:

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

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AS NOTED

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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N. MAIN STREET (SR 3013)

AutoCAD SHX Text

STREETSCAPE HOP PLANS

AutoCAD SHX Text 05/27/2025

AutoCAD SHX Text 22010.23

AutoCAD SHX Text

CITY OF SCRANTON

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REVISIONS

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NO.

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DATE

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APP'D

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APPROVED:

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CHK'D:

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DRAWN:

www.reillyengineering.com

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www.reillyengineering.com

49 South Main Street www.reillyengineering.com

49 South Main Street

SCRANTON

WEST

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street