CITY OF RICHMOND, VIRGINIA

Transcription

1 CITY OF RICHMOND, VIRGINIA DEPARTMENT OF PUBLIC WORKS TRANSPORTATION ENGINEERING DIVISION Bikeway / Trail - Installation Bike Lanes Throughout the City Between Dock Street and Main Street U R44, UPC 0704 INDEX OF SHEETS CITY PROJECT NO , AWARD NO Title INTERSTATE INTERSTATE SITE 95 N 7th Street JAMES RIVER JAMES RIVER 360 INTERSTATE 95 LOCATION MAP & PLAN SHEET LAYOUT NTS September 207 DRAWING NO: O-28799

2 Legend Abbreviations Notes Sign Summary Exist. Prop. RIGHT-OF-WAY/PROPERTY LINE FACE OF CURB BUILDING BOLLARD DUMPSTER PAD SIGN DOUBLE SIGN DOUBLE YELLOW LINE STOP LINE CROSSWALK ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN-ACCESSIBLE PARKING FIRE HYDRANT TRAFFIC SIGNAL UTILITY POLE CONDUIT MATCHLINE General ADJ APPROX BWLL DYCL EX EXIST MAX MIN NIC NTS SWEL SWLL TYP ADJUST APPROXIMATE BROKEN LANE LINE DOUBLE YELLOW CENTER LINE EXISTING EXISTING MAXIMUM MINIMUM NOT IN CONTRACT NOT TO SCALE SOLID EDGE LINE SOLID LANE LINE TYPICAL General. CONTRACTOR SHALL CONTACT MISS UTILITY AT 8, , OR NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND SHALL NOT DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN PROCESSED. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. WORK WITHIN THE LOCAL RIGHT-OF-WAY SHALL CONFORM TO CITY OF RICHMOND STANDARDS. 5. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 6. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 0. THIS PROJECT IS NOT SUBJECT TO THE CITY OF RICHMOND STORMWATER MANAGEMENT PERMIT (RSMP) AS LAND DISTURBANCE IS LESS THAN 2,500 SF. Layout and Materials. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. M.U.T.C.D. Number R- (bike and vehicle) Desc. STOP Size (WxH) M.U.T.C.D. Number Desc. Size (WxH) 30"x30" R7-08 2"x8" R3-24"x24" R7-20a 2"x6" R3-2 24"x24" R8-3a 24"x30" DO NOT R5- ENTER 30"x30" R9-5 2"x8" R6-2R 24"x30" R9-6 2"x8" R6-2L 24"x30" R0-25 9"x2" R7-3R 2"x8" D-3 Varies R7-3L 2"x8" I-6 (O) 274 ridegrtc.com 24"x24" TRANSIT SYSTEN 358-GRTC (4782) 3. ALL CONCRETE IF NOT SPECIFICALLY CALLED OUT SHALL BE A MINIMUM OF 3,000 PSI. R7-3TAZ 2"x8" W-5 30"x30" Maintenance Traffic. THE PURPOSE OF THESE IS TO DESCRIBE GENERAL TRAFFIC OPERATION DURING CONSTRUCTION. IT IS NOT INTENDED TO PROVIDE ALL DETAILS RELATED TO MAINTENANCE OF TRAFFIC. R7-3A 2"x8" W6-7P 24"x2" IN ALLEY 2. ALL MAINTENANCE OF TRAFFIC OPERATIONS AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE VIRGINIA WORK AREA PROTECTION MANUAL, AUGUST 20, AND PART IV OF THE MUTCD, INCLUDING ALL CHANGES AND REVISIONS TO DATE FOR THESE DOCUMENTS. 3. CONSTRUCTION WARNING SIGNS SHALL BE PLACED IN THE ADVANCE WARNING AREA AND THE TERMINATION AREA OF THE WORK ZONE. CONTRACTOR SHALL PROVIDE SIGNS AND ANY NECESSARY STANDS TO ENSURE AN UNRESTRICTED VIEW OF THE WARNINGS. 4. CONSTRUCTION IS ALLOWED MONDAY THROUGH SATURDAY DURING THE CONTRACT PERIOD. NO SUNDAY CLOSURES WILL BE ALLOWED UNLESS DIRECTED BY THE CITY TRANSPORTATION ENGINEER. R7-3BS 2"x8" W6-9P 24"x2" R7-3LZ BUS STOP LOADING ZONE 2PM-6PM MON-FRI 2"x8" 5. ALONG ALL PROJECT ROADWAYS, NO TEMPORARY LANE CLOSURES OR FLAGMEN OPERATIONS ARE PERMITTED BETWEEN THE HOURS OF 6:00 AM TO 9:00 AM AND 3:30 PM TO 6:00 PM, MONDAY THROUGH FRIDAY, OR AS DIRECTED BY THE PROJECT ENGINEER. 6. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS OR ON THE DAY BEFORE OR AFTER, UNLESS OTHERWISE DIRECTED BY THE CITY TRANSPORTATION ENGINEER. 7. CONTRACTOR MUST SUBMIT THE MAINTENANCE OF TRAFFIC PLAN TO THE CITY TRAFFIC ENGINEER TWO WEEKS IN ADVANCE OF CONSTRUCTION FOR REVIEW AND APPROVAL. 8. CONTRACTOR MUST MAINTAIN SAFE ACCESS TO ALL DRIVEWAYS AND MAINTAIN PEDESTRIAN ACCESS AT THE INTERSECTIONS. 9. ALL WORK WITHIN 5 FEET OF THE OUTSIDE EDGE OF PAVEMENT SHALL BE SIGNED. UNDER NO CIRCUMSTANCE WILL CONCURRENT WORK LEFT AND RIGHT OF ANY LANE OF TRAFFIC BE ALLOWED. 0. NO TEMPORARY TRAFFIC CONTROL MEASURES WILL BE ALLOWED TO BE PLACED WITHIN THE RIGHT OF WAY PRIOR TO THE START OF CONSTRUCTION.. ANY FLAGGERS USED DURING CONSTRUCTION SHALL BE STATE CERTIFIED. CERTIFICATION SHALL BE AVAILABLE ON SITE AT ALL TIMES. 2. THE SIGNING, BARRICADING, PAVEMENT MARKING, AND OTHER TRAFFIC CONTROLS MAY BE CHANGED DURING THE PROJECT WHEN DEEMED NECESSARY BY THE CITY FOR BEST INTEREST OF THE GENERAL PUBLIC AND THE SAFE AND ORDERLY FLOW OF TRAFFIC. 3. FAILURE TO PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL SHALL RESULT IN IMMEDIATE CORRECTIVE MEASURES BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. City Richmond DPW (Related to Work within ROW). ALL WORK IN THE STREETS AND SIDEWALKS SHALL BE PERFORMED UNDER A PERMIT AND MONITORED BY THE PERMIT INSPECTOR. 2. WORK SHALL NOT COMMENCE UNTIL THE PERMIT INSPECTOR HAS BEEN NOTIFIED, A PRE-CONSTRUCTION CONFERENCE HELD, AND MISS UTILITY CLEARS. 3. ANY DISTURBED SIDEWALK OR CURB SHALL BE REPAIRED AND REPLACED IN ACCORDANCE WITH CITY STANDARDS AS SHOWN ON THE PLANS. Existing Conditions Information BASE PLAN: THE PROPERTY LINES AND OTHER EXISTING CONDITIONS SHOWN ARE BASED ON INFORMATION COMPILED FROM CITY OF RICHMOND GIS AND AERIAL PHOTOGRAPHY. THEY ARE NOT WARRANTED TO BE EXACT. FIELD VERIFICATIONS OF PAVEMENT WIDTHS AND EXISTING SIGNAGE LOCATIONS WERE PERFORMED BY VHB IN JANUARY 207. Document Use. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. Legend and General Notes C.00

3 S 7th Street EXISTING PARKING WITHIN HATCHED AREAS Dock Street E Cary Street Match Line - See Below S 7th Street - Dock Street to E Main Street Feet N 7th Street Match Line - See Above E Main Street E Franklin Street Existing Conditions Plan C2.0 N 7th Street - E Main Street to E Franklin Street

4 S 7th Street Pavement Marking Legend Description Color Dock Street E Cary Street Match Line - See Below BIKE LANE BUFFER HELMETED BICYCLIST SYMBOL AND ARROW SHARED LANE MARKING BICYCLE DETECTOR PAVEMENT MARKING CROSSBIKE BIKE LANE CROSSING WITHOUT CONFLICT PAINT SOLID LINE (4") DOUBLE SOLID LINE (4" EACH) GREEN YELLOW 9 SOLID LINE (2") 0 SOLID LINE (24") PAVEMENT ARROW S 7th Street - Dock Street to E Main Street 2 3 CROSSWALK LANE MARKING - 0' DASH, 30' GAP (4" THICK) 4 LANE MARKING - 3' DASH, 6' GAP (4" THICK) YELLOW 5 BIKE LANE YIELD LINE 6 SOLID APPROACH LINE 25' LENGTH (4" THICK) YELLOW PARKING ALLOWED WITHIN HATCHED AREAS Feet N 7th Street Match Line - See Above E Main Street E Franklin Street Signage and Striping Plan C3.0 N 7th Street - E Main Street to E Franklin Street

5 DPU STANDARDS FOR UNDERGROUND CONNECTION. CONDUIT IS TO BE 2 (INCH) SCHEDULE 40 PVC. NO MORE THAN TWO 90 BENDS IN A SINGLE CONDUIT RUN. 2. ALL STREET, DRIVEWAY AND ALLEY CROSSINGS ARE TO BE 2-2 CONDUITS CONCRETE ENCASED, WITH A MINIMUM OF 4 OF ENCASEMENT ON TOP, AND 2 ON THE SIDES, AND BOTTOM. HANDHOLE REQUIRED ON BOTH ENDS OF CROSSING. 3. ELECTRICAL WARNING TAPE PLACED ON TOP OF ENCASEMENT AND AGAIN AT LEAST 2 ABOVE ENCASEMENT. FOR NON-ENCASED CONDUIT, WARNING TAPE SHOULD BE PLACED AT LEAST 2 ABOVE CONDUIT. 4. SINGLE RUNS OF 2 SCHEDULE 40 PVC FROM POLE BASE TO POLE BASE UNLESS OTHERWISE NOTED. 5. NO RUNS OVER 300'(FT) WITHOUT A SECONDARY ENCLOSURE. 6. CONDUIT MINIMUM DEPTH OF ALL CONNECTIONS TO CITY GRID MUST BE PERFORMED BY DPU STREETLIGHTS. 8. NO ONE SHALL ENTER DPU MANHOLE/SECONDARY ENCLOSURE WITHOUT DPU INSPECTOR PRESENT. 9. INSPECTIONS FOR ALL STAGES OF CONSTRUCTIONS OF POLE BASE MUST BE SCHEDULED 48HRS PRIOR TO BACKFILL AND/OR CONCRETE POUR. CONTACT DPU STREETLIGHT INSPECTOR, ROBERT PARHAM AT ALL FIELD CHANGES MUST BE APPROVED BY DPU STREETLIGHT ENGINEER. SE-5 J J Feet Dock Street Dock Street Site Plan C3.02 7th and Dock Street Intersection Improvements

6 2' ' THERMOPLASTIC CAP STEEL PIPE POST TYPICAL SIGN 4" SINGLE PAINTED LINE 5 (TYP)' REFER TO STRAIGHT ARROW DIMENSIONS SHOWN IN DETAIL ON PLANS. 6'-0" REFLECTIVE WRAP 2 2" DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) * * * 7' (MIN.) LANDSCAPED AREA 30' (TYP) BIKE TRAVEL LANE VEHICULAR TRAVEL LANE 5' (TYP) 6'-0" 24" 6" OR 2" DIA. CONCRETE SUPPORT 6'-0" * * THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE SIGNAGE. THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE SIGNAGE. 6" 2 4" DIAMETER SAFE-HIT POST. TYPE 3 CHANNELIZER STYLE. KORMAN PRODUCT PRSH342SMA SURFACE MOUNT BASE WITH PIN-LOCK. KORMAN PRODUCT PRSHSMA--BL 42" MIN. 45 SURFACE MOUNT WITH 2 PART EPOXY THERMOPLASTIC HELMETED BICYCLIST SYMBOL PER MUTCD STANDARDS. POSTS TO BE INSTALLED 5' FROM BEGINNING AND END OF EACH BIKE LANE BUFFER. OTHERWISE, 30' ON CENTER FOR FULL LENGTH OF BUFFER. 2. SAFE-HIT POST AND REFLECTIVE WRAP TO BE SAME COLOR. MATCH OR YELLOW BASED ON PAVEMENT MARKING COLOR OF BUFFER. FLEXIBLE DELINEATOR TO MATCH BUFFER COLOR. 3'-3" Vertical Flexible Delineator Source: Korman Signs Inc. Sign Post - Type 'A' REV LD_70 /6 Bike Lane Buffer Striping Helmeted Bicyclist and Arrow 2' MAX. 6" MIN. PERPENDICULAR CROSSWALK EDGE 6" 3'-6" 3'-6" ROUNDED CONCRETE CAP CONCRETE FILL 6" DIA. STEEL PIPE FILLED WITH CONCRETE. COLOR SELECTED BY OWNER/ARCHITECT PAINT PRIME AND FINISH COATS TO BE COMPATIBLE WITH EXTERIOR METAL SURFACES. FINISHED GRADE SURFACE TREATMENT VARIES 24" DIA. CONCRETE ENCASEMENT COMPACTED GRAVEL 6" PAINT LINE GREEN PAINT TO MATCH CITY OF RICHMOND STANDARDS 4' (TYP.) 2' MAX. 6" MIN. 24" (TYP.) WIDTH TO MATCH BIKE LANE. REFER TO PLANS. 6" MIN.. TWENTY-FOUR INCH (24") LINES SHALL BE APPLIED IN ONE APPLICATION. NO COMBINATION OF LINES (TWO - 2 INCH LINES, ETC) WILL BE ACCEPTED. 2. LONGITUDINAL LINES TO BE PARALLEL TO CURBLINE. ADJACENT LADDER PAINTED CROSSWALK. SEE NOTE 4. PERPENDICULAR CROSSWALK EDGE 2' (MAX.) ALIGN 4' (TYP.) 2' (MAX.) 8' (TYP.) 24" (TYP.) MAX. SLOPE.5% 5' (MIN.) STOP LINE (SEE PLANS) WIDTH VARIES. SEE NOTE 5. TWELVE INCH (2") LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6 INCH LINES) WILL BE ACCEPTED. 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE. CURBLINE 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED. CURBLINE CURBLINE DASHED YELLOW LANE MARKING 5' FLEXIBLE DELINEATOR TO MATCH BUFFER COLOR. 5' MIN. VEHICULAR DRIVEWAY WIDTH VARIES 4" YELLOW SKIPS 4" WIDE SKIPS. COLOR TO MATCH BUFFER. 2' SKIP, 2' GAP. BUFFER ALIGN SOUTHBOUND BIKE LANE NORTHBOUND BIKE LANE 5' Details COMPACTED SUBGRADE 3. ALL LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED. 4. WHERE ADJACENT TO LADDER PAINTED CROSSWALK, CROSSBIKE STRIPE THICKNESS AND SPACING SHALL MATCH CROSSWALK AND PROVIDE 6" SEPARATION MINIMUM BETWEEN CROSSBIKE AND CROSSWALK. 4. CROSS WALK SIDESLOPE SHALL NOT EXCEED.5%. 5. VEHICULAR STOP BAR SHALL BE 24" WIDE. BIKE LANE STOP BAR SHALL BE 2" WIDE. Bollard LD_700 /6 CrossBike Crosswalk REV LD_553 /6 Bike Lane Crossing - Without Conflict Paint C4.0

7 . ANY EXISTING CONCRETE CURB DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF RICHMOND DETAIL. Concrete Curb and Gutter SLO B RB 7.5% (M CU 6" REVEAL 4" LIP MAX. SEE NOTE 9 FINISH GRADE.5% (MAX.).0% (MIN.) FINISH PAVEMENT 0.9" (PLAN VIEW) COMPACTED SUBGRADE (PROFILE) TRUNCATED DOMES 8" COMPACTED GRAVEL ( 2" MAX STONE SIZE) *DIMENSIONS ARE CENTER TO CENTER EXPANSION JOINT SEALANT SECTION. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE.5 (% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.. PROVIDE EXPANSION JOINTS 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. AT MIN. 30 FT. O.C. WITH PREFORMED JOINT FILLER. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 3. PROVIDE TOOLED CONTROL JOINTS AT 6' O.C. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB.. DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE. Accessible Curb Ramp (ACR) Type 'D-D' /6 Source: VCU Campus Amenity Guidelines 09/22/207 Details BLDG. FACE, FIXED OBJECT, OR CONC. SIDEWALK SECTION EXPANSION JOINT DETAIL Concrete Sidewalk 2" PREFORMED EXPANSION JOINT 2" /6 REV LD_420 EALTH OF V W N INIA IRG LD_503 Typical Brick Paver Sidewalk Section Construction Plans CONCRETE SIDEWALK 0. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. AREA OF COLORED SURFACE 2.35" (TYP.)* VARIES CURB PRO F ES SI O C4.02 ER CU A (M NE K ) INP. M 4'R( AM 2'0" N TIO I S N ) TRA B R AX. % X.) COMM O AL T 7.5 NOTE: CONCRETE FOR SIDEWALKS TO BE 4000 PSI AND FOR DRIVEWAYS 5000 PSI. BOTH MIXES TO BE TYPE II, 6% (.5±) AIR ENTRAINED. R CNU O I T 0.2" SID EW RB CU 2.35" (TYP.)* A PE'D. O SLREQ SI N RA.) MI N.) M-3B 4" CEMENT CONCRETE (6" THICK IN VEHICULAR AREAS) PE AX 4' ( 06/04 Source: City Richmond - DPU (M IN. SID ) EW AL K (M C ACE F E OOUT G ED R S LE 5% 7. IB ESS N-4000 Pavement Restoration for Pipe Trenches 0' S E A. P D SLROEQ' ) X..) PE A N O (M MI SL % ( 5 %..0 TRUNCATED DOMES Source: City Richmond - Department Public Works 6/03 G N AL EN I

8 STOP POLE CAP R- 30" x 30" SEE PF-2 SIGN LAYOUT DETAIL FOR ITEMS ABOVE LINE 6"MAX R9-6 2" x 8" ' SEE PF-2 PEDESTAL POLE AND FOUNDATION DETAIL FOR ITEMS BELOW LINE 6"MAX PF-2 POLE R0-25 9" x 2" 6"MAX 3' 6"ABOVE PEDESTRIAN PATH REFER TO PF-2 DETAIL FOR POLE BASE. THIS STANDARD SHALL ONLY BE USED TO SUPPORT VEHICULAR AND PEDESTRIAN SIGNAL HEADS, PUSH BUTTONS, AND/OR SIGNS 36" IN WIDTH OR LESS, INCLUDING DIAMOND WARNING SIGNS WITH 36" OR LESS EDGE LENGTH. 2. EACH FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE ALL SIDES FROM WHICH CONDUITS PASS. THIS MARK SHALL BE MADE WITH A TROWEL WHEN FINISHING THE CONCRETE AND SHALL BE 4" DEEP AND 4" TO 6" LONG. 3. PEDESTAL POLE SHALL HAVE A BREAKAWAY TRANSFORMER TYPE BASE. THE TRANSFORMER BASE SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. SEE PEDESTRIAN ACTUATION STANDARDS FOR DETAILS. 5. PEDESTAL POLE LENGTH SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. PEDESTAL POLE LENGTH SHALL NOT EXCEED 5 FEET. PF-2: Pole Sign Layout 7. STRUCTURAL TUBE MATERIAL SHALL BE ALUMINUM 606-T6 WITH MINIMUM 0.337" WALL THICKNESS. 207 PF-2: Pedestal Pole and Foundation July 206 Pedestrian Actuation February 206 Source: VDOT Source: VDOT POLE CAP DOUBLE-SIDED W-5 * 30" x 30" DOUBLE-SIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) * DOUBLE-SIDED W6-7P R/L 24" X 2" 2' DIAMETER VARIES TYP. 4" to 5" NOT LESS THAN 7.0' 3'-6" R0-25 9" x 2" BUSH BUTTON KIT REFER TO PF-2 DETAIL FOR RRFB POLE BASE FINISH GRADE SURFACE TREATMENT VARIES *PER VDOT SUPPLEMENT TO THE 2009 MUTCD, A FLUORESCENT YELLOW-GREEN BACKGROUND COLOR SHALL BE USED FOR THIS SIGN.. LOCAL POWER UTILITY COMPANY WILL INSTALL SERVICE CABLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX AND MAKE REQUIRED SPLICES TO THE CABLES PROVIDED 2. THIS STANDARD IS APPLICABLE FOR ALL ELECTRICAL SERVICES OTHER THAN 480y/ FOR ROADWAY LIGHTING SYSTEMS, ONLY SAFETY SWITCH SHALL BE USED. 4. ALL ELECTRICAL CONNECTIONS AND SPLICES SHALL BE TESTED FOR ELECTRICAL CONTINUITY. 5. FOUNDATION SHALL BE CLASS A3 CONCRETE. 24X24 SQUARE OR 24" DIAMETER AND 24" DEEP, AND COST OF FOUNDATION SHALL BE INCLUDED WITH THE PAY ITEM FOR ELECTRICAL SERVICE. 6. CONDUIT AND CONDUCTOR SIZE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS 7. RIGID METAL RISER CONDUIT AND SERVICE CABLES SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, OR AS SPECIFIED BY THE LOCAL POWER COMPANY. 8. WHEN REQUIRED BY THE CONTRACT DOCUMENTS, AN ELECTRICAL SERVICE WORK PAD SHALL BE PLACED IN FRONT OF THE SAFETY SWITCH/BREAKER BOX. ELECTRICAL SERVICE WORK PAD SHALL BE A SEPARATE PAY ITEM. 9. STAINLESS STEEL BANDS REQUIRED FOR METER BASE AND SAFETY SWITCH/BREAKER BOX. 0. ANCHOR BOLTS AND BOLT TEMPLATE SHALL BE FURNISHED BY POLE MANUFACTURER, AND POLE SHALL BE CENTERED ON FOUNDATION. Details Rectangular Rapid Flashing Beacon 207 SE-5 Electrical Service 02/6 Source: VDOT Composite Handhole Assembly Source: City Richmond - DPU 07/09 C4.03