Loading...
HomeMy WebLinkAboutFPCM2013-900053 (2)9 0 N 0 N C N fN N 0 0 1 0 N0 AL 20' UTILITY EASEMENT VOL. 494, PG 543 BCDR IE-- e-ss� I f I i � i I I N WOODBRIDGE s I TION I LLC I TIE INTO EXISTING CURB RAMP (BY OTHERS) CROSSING f I ISION LOT 2 4.191 ACRES I`� I PROPERTY LINE I I � - I � 1 ,I 1_ I t � N (n l'Tl I; 4a i PROPERTY LINE EX/S NG RRE HYDRANT PUBLIC UAL/TY EASEMENT VOL. 11193, PG. 160 OPRBC 2 Z. O h N CITY SITE PLAN NOTES: EROSION CONTROL NOTES 7EMPORARY BENCHMAN M07M � �ATI C NSITE LO. 1. CITY OF COLLEGE STATION, JOSEPH E. SCOTT LEAGUE, A-50 BRAZOS COUNTY, TEXAS 1. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF COLLEGE STATION / 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY NLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES 2. THIS DEVELOPMENT IS CONSIDERED A SINGLE BUILDING PLOT FOR THE PURPOSE OF MINIMAL REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE OR SILT FENCING. INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED GPS MONUMENT 122 LOCATED ON THE SOUTH SIDE OF THE INTERSECTION DRIVE UNIVERSITY 60 F.M. �j NON-RESIDENTIAL ARCHITECTURAL STANDARDS, LANDSCAPING, AND SIGNAGE AND CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, ONCE OF ( ) AND TARROW STREET WITH A PUBLISHED SHALL COMPLY WITH STANDARDS IN THE UDO REGARDING BUILDING PLOTS OVER (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE ELEVATION OF 329.62 FEET 50,000 SF. ACTUAL BUILDING SQUARE FOOTAGE = 60,000SF FENCING, ETC.) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY 2 TEMPORARY BENCHMARK A BEING A CUT SQUARE ON THE TOP OF A DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF STABILIZED. RETAINING WALL. THE CUT SQUARE IS LOCATED APPROXIMATELY 17 FEET 3. THE SUBJECT PROPERTY IS ZONED PDD, PLANNED DEVELOPMENT DISTRICT, WITH A DEMOLITION AND CONSTRUCTION. SOUTHWEST OF THE PAVEMENT FOR TEXAS AVENUE AND APPROXIMATELY 1 BASE ZONING OF C-1 GENERAL COMMERCIAL, PER ORDINANCE 2011-3389. SPECIAL 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL FOOT FROM A LEAD PUG IN THE RETAINING WALL AND THE NORTHEAST PROVISIONS ARE AS FOLLOWS: 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER DEVICES AFTER THE SITE HAS BEEN SEEDED AND/OR SODDED, AND CORNER OF THE PROJECT SITE TRACT BEING ELEVATION = 326.74 OF DELEGATION, SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION GROUND COVER HAS TAKEN ROOT. A. MINIMUM PARKING RATIO OF 1 SPACE PER ROOM FOR HOTEL USES. CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; 3. TEMPORARY BENCHMARK B BEING A CUT SQUARE ON THE BACK OF CURB ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE 9• THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE IN THE APPLEBEES PARKING LOT. THE SQUARE IS LOCATED B. TEXAS AVENUE PARKING SETBACK = 8' MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL APPROXIMATELY 90 FEET SOUTHWEST OF THE PAVEMENT FOR TEXAS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO AVENUE. ELEVATION = 324.83 C. MEADOWLAND PARKING SETBACK = 6' INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. CONSTRUCTION SHALL BE HYDRO -MULCH SEEDED. THESE STABILIZED s'J D. 10' SIDEWALKS PER LIDO SECTION 7.9.E.4.d ARE NOT REQUIRED. AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO 4. TEMPORARY BENCHMARK C BEING CUT SQUARE IN A CONCRETE PAD FOR / J� 3. EROSION CONTROL MEASURES AND SEDIMENT TRAPPING DEVICES SHALL ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE PROJECT TRACT, E. TREE WELLS ARE NO REQUIRED ALONG THE FACADE FACING A PUBLIC BE INSTALLED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK, AS IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. APPROXIMATELY 13 FEET NORTHEAST OF THE PAVEMENT FOR MEADOWLAND STREET. ELEVATION = 333.06 RIGHT-OF-WAY AS PER LIDO SECTION 7.9.E.3.b. THE TREE WELLS TO BE SOON AS PRACTICAL. ALL SEDIMENT TRAPPING DEVICES SHALL BE LOCATED ALONG PUBLIC WAY. CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT 10. WHEN HYDRO -MULCH IS REQUIRED, CONTRACTORS SHALL KEEP MULCH SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. GRADING PLAN NOTES F. DOUBLE ISLANDS ARE NOT REQUIRED WITHIN PARKING ROWS LOCATED WITHIN NOT SUITABLE FOR FILL. 15 FEET OF A RIGHT-OF-WAY OR PUBLIC WAY. (UDO SECTION 7.2.C.7) 11, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO INSURE THAT SURFACE 1. THE LINES AND GRADES ON THIS GRADING PLAN DO NOT IMPLY $C/ql E; N.T.S. 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT DRAINAGE IS NOT IMPEDED BY CONSTRUCTION WORK. AUTHORIZATION TO PERFORM ANY GRADING WORK ON OTHER PROPERTIES, 4. MEADOWLAND STREET IS A PUBLIC WAY, INCLUDING A FORTY (40) FEET WIDE PUBLIC PRACTICE (BMP). SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER NOR DOES THIS PLAN INDICATE GRADING APPROVAL FOR WORK SHOWN IN ACCESS EASEMENT TO INCLUDE THE STREET PAVEMENT SECTION AND SIDEWALKS ON SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND UTILITY EASEMENTS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN SUCH EACH SIDE. PROPERTY OWNER IS RESPONSIBLE FOR ALL FUTURE MAINTENANCE THE SITE. PROTECTION OF CONSTRUCTION ACTIVITIES DURING THE CONTRACT APPROVALS PRIOR TO COMMENCING WORK. PERIOD. THIS SHALL INCLUDE ANY EROSION CONTROL MEASURES AND 5. ACCORDING TO COMMUNITY PANEL NO. 48041CO215E OF THE FEDERAL EMERGENCY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY REGRADING NECESSARY TO ACHIEVE THE LINES AND GRADES SET FORTH 2. ALL ELEVATIONS ARE TOP -OF -CURB OR TOP -OF -PAVEMENT. UNLESS MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS, EROSION CONTROL MEASURES AS REQUIRED FOR DIFFERENT PHASES OF BY THESE PLANS. OTHERWISE NOTED, T/P=TOP-OF-PAVEMENT, FA=FLOW LINE, T/W=TOP EFFECTIVE DATE MAY 16, 2012, THE SUBJECT TRACT IS SITUATED WITHIN UNSHADED CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE OF WALL, T/G=TOP OF GROUND AND T/C=TOP OF CURB. ZONE 'X', DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD LE INCREASED OR CONCENTRATED FLOWS CREATED BY 13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING ADJUSTED TO HAND PLAIN. VARIOUS STAGES THE CONSTRUCTION. CONSTRUCTION, AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED 3. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF LINES AND GRADES SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING OF 6. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE BACK OF CURB OR EDGE OF ALL AREAS SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL BE PAVEMENT, WHICHEVER IS APPLICABLE. ALL RADIUS LENGTHS FOR CURBS ARE 3'-0' (AT BACK 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR THE OWNING AUTHORITY; ALL IN COMPLIANCE NTH THE "NATIONAL REASONABLY SMOOTH AND FREE FROM IRREGULARITIES. OF CURB) AND ALL DRIVE AISLES ARE 26'-0' WIDE (BACK OF CURB TO BACK OF CURB), TO COMMENCEMENT OF WORK AND A NOTICE OF TERMINATION AT THE POLLUTANTS DISCHARGE ELIMINATION SYSTEM" (NPDES) REQUIREMENTS. UNLESS OTHERWISE NOTED. COMPLETION OF THE PROJECT TO TCEQ. A LAMINATED COPY OF THE 4. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SITE NOTICE, NOI, AND EROSION CONTROL PLAN, VISIBLE 14. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A STABILIZED CONSTRUCTION SEEDING AND FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR 7. MAINTENANCE OF THE PROPOSED PRIVATE ACCESS EASEMENTS IS THE RESPONSIBLE OF THE FROM THE PUBLIC RIGHT-OF-WAY, SHALL BE POSTED AT THE SITE. ENTRANCE/EXIT FOR ALL CONSTRUCTION TRAFFIC. SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL A PARTIES OF THAT PRIVATE ACCESS EASEMENTS AND NOT THE CITY OF COLLEGE STATION. COVERED STAND IS OBTAINED. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED 15. EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED 0' 20' 40' 8. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS IMMEDIATELY AFTER CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMENTS. PER THE LATEST B/CS UNIFIED SWPPP DETAILS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND FILING OF ANY 9. SURVEY PROVIDED BY JONES & CARTER, INC. REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED WITH TCEQ PRIOR TO BEGINNING CONSTRUCTION. 10. MEADOWLAND PAVEMENT AND CURB ARE BY OTHERS 6. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND GRADES 11. CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS AND GRADES EX/SANG SIDEWALK ' LOT 1 BLOCK 1 LODGECO SUBDIVISION CITY OF COLLEGE STATION t 5 SIDEWALK VOL 1996 PG 331 1 _ vv n1 �J i 1 OPRBC titi11/ I (SW1-02) ZONED CL p q MATCH EXISTING GRADES P! APPLEBEE'S RESTAURANTS TIE INTO EXISTING SIDEWALK 1 , , TEXAS LLC. PROPERTY LINE �+ i 5' PUBLIC UALrTY EASEMENT x VOL. 494, 7.5' BUILDING LINE ' PG. 543 BCDR Ix I� 1 li PROPOSED 15' PUBLIC UTILITY EASEMENT V P 1 I 'r 1 OHP - r 18'x2O' PUBLIC UTILITY EASEMENT _ --. __ ._ _- _-. ` . __ ,' ! t - t 1 BTU AN�HOR POLE I V P 30' ACCESS EASEMENT (PROPOSED) V P I wo EX/S17NG R1 1E HYDRANT (BY OAVERS) \� 4 F- II I I I r MATCH EXISTING GRADE � ; I II ! TYPE 7 RAMP I r r I I I W PED-05 cz , I I Q I I j 24' ACCESS EASEMENT (PPROPOSED) I j m�I V � I m � I I I 10'PUBLIC UTILITY EASEMENT - - - - - - - - - - - - - - - - - - - VOL. 1996, PG. 331 BCDR 3' PR/ VA TF RETAINING WALL EASEMENT VOL. 1243, PG. 365 BCDR PROPERTY LINE - - - --------7 ---------------- .5`BO/CDINr;Z7NE--------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - --------------------------------- - - - - - ---------I-- - � VOL. 1996, PG. 331 BCDR^------ --- `-----------------------L ---�------------ - ----- EQI COLLSTA PARTNERSHIP, L.P. MATCH EXISTING GRADE PROPERTY LINE c 30' PUBLIC UTILITY EASEMENT SPECIAL WARRANTY DEED EXSlANG F/RE MATCH EXISTING GRADE V P CITY OF COLLEGE STATION HYDRANT jU VOL 7619 PG 141 BY OTHERS)p 4 OPRBC Qq ZONED GC HAMPTON INN TYPE 7 RAMP PED-05 DHPHP R25.0 MATCH EXISTING GRADE ACCESSIBLE PEDESTRIAN DRIVEWAY CROSSING MAX 2% CROSS SLOPE DRNEWAY WITH TYPE II CURB (MONOLITHIC) - R25.0 W 20' PUBLIC UTILfIY EASEMENT V P t� N I x. W Cn REMOVE CURB AND GUTTER, REPLACE WITH TYPE II CURB AND GUTTER 6' SIDEWALK PER TXDOT STANDARD SIDEWALK DETAILS )( SF x SILT ER TXDOTENCE EC(1)P09 & BCS SWPPl-03 PROPERTY INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: PDD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER f DEVELOPER: VASU DEMLA - LLC. 3525 SANDY TRAIL LANE PLANO, TEXAS 75023 HOME2 SUITES BY HILTON REPLAT SIDEWALK & EROSION CONTROL PLAN �r J 0 N ES & C A R T E R,INC. ;� ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. C0120-001 DWG. NO. -- SUBMITTED: -- SURV. BY: -- I OF TEX�`lI l,r � r 1 i 0-0. STEVE. E. DUNCAN 00 83252 i % N SHEET NO. 06/20/2013 S W 1 . O �I CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2% to 4% 2% MAX.,1 % MIN. PAVEMENT CURB 777 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. I 5" 50" r O Y ppQrla PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS 4"x4"x3/16" STRUCTURAL STEEL TUBING -8' O.C. MAXIMUM 8' O.C. MAXIMUMS f 12" O.C. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 112" 0 X 18", 12" O.C. � 1/4" R (COATED WITH HEAVY �{ 3/4" GREASE) 3'-0" MIN. 5'-0" VARIES-1, 4" a _2/° MAX._ , i RECYCLED MATERIAL, 112" .- THICK AS MANUFACTURED `SEE NOTE 4 BY J.D. RUSSELL CO. OR Z3.ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1/16" GREATER -THAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NO E SIDEWALK EXPANSION SW1-00 & CONSTRUCTION JOINT 6" O.C. 4"x2"0/16" STRUCTURAL STEEL TUBING 4'W"x3/16" STRUCTURAL 1 "x1"x3/16" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL 4 6� ' .. TYPICAL PEDESTRIAN 1/2" DIA. BOLT GUARDRAIL CONNECTIONDETAIL SW1-01 GE\ ERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE A^EQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. **VARIES PROPERTY LINE CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4. THE PLANS. FLU OAF �y � *' 23' (10' CURB RADIUS) 9 21.5' (20' CURB RADIUS) �� 16.5' (25' CURB RADIUS) FP \ 4' CROSS SLOPE NOT TO EXCEED \ 2% OR BE LESS THAN 1%ON ANY \ PORTION OF RAMP OR TRANSITION 1 TO STREET I 5'/6' SIDEWALK AMBULATORY RAMP ,�T STREET INTERSECTION * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET / �P / G ryy �P / Y PROPERTY LINE W / 8' SIDEWALK yy Z RAMP* 1:12 ti SLOPE MAX. DETECTABLE WARNING SURFACE SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R 4" SIDEWALK CONTRACTION JOINT MIN 8" MAX 24" 3-1/2" SWEEP SAND INTO ALL JOINTS -CONC. SIDEWALK 4" 7.5" 6" 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK T ALONG LOCAL STREETS I 3'-0" MIN. 6'-0"VARIES MAX. E 2% SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI 4" THICK MIN.) EE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER I ACCEPTABLE TRAFFIC RATED 8' 0"VARIES PAVER MATERIAL E- 2% MAX 7�.W. SEE NOTE 4 SEE NOTE 3 28-DAY CONCRETE #3 BARS @ 12" O.C.OR STRENGTH = 3000 PSI #4 BARS @ 18" O.C.E.W. (4" THICK MIN.) $yEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL 4' BE AS SHOWN ELSEWHERE IN VARIES THE PLANS. ** 8' SIDEWALK ,� °.. DETECTAB WARNING LE h a SURFACE AMP PROPERTY LINE ?3 ; � \ Y ** 23' (10' CURB RADIUS) \ a 21.5' 20' CURB RADIUS y 16.5' (S25' CURB RADIUS) 1 � CROSS SLOPE NOT TO EXCEED ° 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION ° TO STREET 8' 8' SIDEWALK AMBULATORY SW3-00 RAMP AT STREET INTERSECTION * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET / ).ETECTALE Q-\Y.PROPERTY LINE _ �y� & SIDEWALK in SLOPE C1 3' � y DETECTABLE WARNING SURFACE yy 3116" NOMINAL - ANNULAR SPACE s�• 6" VARIES (TYp) TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. SW1-02 NEENAH GRATE BOLTED IN PLACE OR APPROVED EQUAL No. 4 BARS Isomelz-Ic View SIDEWALK DRAINAGE TRENCH GRATE SW3-01 SW3-02 * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1 % ON ANY PORTION OF RAMP OR TRANSITION TO STREET / ryhC, Y / y + y y PROPERTY LINE / DETECTABLE WARNi y NG SURFACE z 5' SIDEWALK g EXPANSION JT. & 3' SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH - EXPANSION JT. & E CAP Cad 12" O.C. BACK SMOOTH DOWEL BAR, BACK (COATED W/HEAVY OF CURB 1/2" DIA. X 16", WITH OF CURB 6' MIN. GREASE) 6' MIN. CAP @ 12" O.C. (COATED W/HEAVY GREASE) K SIDEAVALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 OF CURB / L EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH CAP @ 12" O.C. �COA ED W/HEAVY REASE) 5SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES SW3-05 DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSSWALKS: GENERAL, NOTES: GENERAL NOTES' DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC Ic z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. ALI SLU OPES ARE MAXIM[ AI I OWAR F. THE LEAST O LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY Ww mw o WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE W>w MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST OF APPROACH SIDEWALKS AS DIRECTED. aQ uj Ix CROSSWALKS MARKED; HOWEVER, TYPICALLY CONTRAST VISUALLY WITH ADJOINING SURFACES, aHC E- COLLECTOR AND ARTERIAL STREETS DO. AS STATED INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM N d a tt:o:a a oa` : `. 4" MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. Z o Z aad,a;a b o aa; AND USUAL d o b ad a;c:a;o: PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS o iv o.a:4i;w c;o.o:aa: LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN cn THE CITY OF BRYAN'S PREFERENCE FOR MARKING . 2DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" w STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS TYPICAL PLACEMENT OF DETECTABLE WARNING THESE PREFERENCES WILL BE THE APPROVAL OF THE CITY ENGINEER. D ONLY WITH 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, PLANTING OR OTHER NON -WALKING THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR WIDE AND 8 FEET IN LENGTH, SPACED 48-INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE IN SW2-00 OF UNMARKED P VOF TWO 12-INCHIEMENT. ALL CROSSWA KLINES SEPARATED BY6PAVEMENT FEET6. MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FOUND THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN z FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE Q z LANDING CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSJIBLE PASSAGE OVER OR �w- ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7, ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND W>w AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE w< cr CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK WARNING SURFACE F DE4DE STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE N PARALLEL RETRO-REFLECTIVE, THERMOPLASTIC TRANSVERSE STRIPING. ALIGNED WITH THEORETICAL CROSSWALKS, OR AS RAVEL) DIRECTED BY THE ENGINEER. 4" MAX AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN Aiiiwm_ IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. o:o;:b:O:a4:a;o 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE :o;a:c.:o:.o. v:c:a:E FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES a`O:n..:d.d:o;a.o,(PENETRATES) :d: a:aso;o:a: rr;o;P.);o;o A CURB. c:c;p;croa: 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF W4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CE OF 10" MAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN SW2-Ol Qz 5'x5' It LANDING H JO W>V GQ� Waoa � J Wa V ma F- SIDE F y 1:10 SLOP cli MAX. (TYPICAL) �-6' 6' FACE OF (TYPICAL) 4' �TAIMPI WIDTH (TYPICAL) CURB TYPICAL AMBULATORY RAMP W/ FLARED WINGS 2-02 1" 2• , GENERAL NOTES (PAVERS) 1_1/8 J FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL 2-3/81: -_7 REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 0 0 0 01 O CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 4. 0000 w> V LANDING 8' oQx alX-o DETECTABLE WARNING NO. 3 REBAR AROUND PAVER INSET DETECT4BI E PAVER WITH TRUNCATED DOME SURFACE " DETECTABLE WARNING PAVER WITH WARNING PA L'TI,R EXPANSION JOINT TRUNCATED DOME SURFACE kOMSUAL. AAAS REQUIRED 1" MORTAR BED - SHALL CONFORM TO c SIDE FLARE SIDE FLAREAPPLICABLE SPECIFICATIONS (NP•) (TYP) CONTROL JOINT PERMISSIBLE `�- � FACE OF CURB TRUNCATED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER IL.....__ 1 MIN. 4" No. 3 REBAR AT 18" MAX, ON -CENTER BOTH WAS CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTIONA A SW2-03 z o H H w H � w Q c.7 � � w � Q o z � z H coon r CITY OF BRYAN The Good Life, 'Texas Style. - DRAWN BY: C.L.M. DATE 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: aw SHEET 1 OF 1 m SANDBAG CINDER BLOCK FILTER FABRIC NOT TO JCOVER DRAIN INLET Q 3/4C TO 1-1 /2" —✓ / —�� �� �I ������ FILTER FABRIC v. _ SAND BAG NOTE: TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. T-POST AS REQ'D LTO MAINTAIN III III r- HAY BALE HAY BALE; METAL T-POST A REQ'D. TO MAIN1 STORM DRAIN INLET PROTECTION SNVPPI-00 *MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE SgPRv/ (6" MIN. DEPTH STONE �—*VARIES ps NECK DAAMETER) STM D448, VERO 5 1�� GEOTEXTILE FABRIC 5p'W IT 10 FOOTAGE ITH E SQUARE �.COVT A ui iu m iu iu ni EROSION CONTROL ALONG DITCH 2"X4" WIRE MESH FASTENED TO T-POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH METAL T-POST AS 8" OF FILTER FABRIC TO EXTEND REQ'D TO MAINTAIN INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACKFILL — ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF DRAINAGE FLOW ALONG SLOPE CONTOURS. i OF FLOW NATURAL GROUND CT DIREION 4.. 4"X4" MIN. TRENCH 20" SILT FENCE ASSEMBLY EXISTING STREET NOTE: DRESS WITH ADDITIONAL 6" MIN. STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC GEOTEXTILE STREETS. �FABR SUBGIRADE SECTION A -A 1-01 CONSTRUCTION EXIT SILT CONTROL SWPPI-02 SWPPI-03 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. cn z 0 cn w ry 1 CITY OF BRYAN The (mood Life, Texas Style. - DRAWN BY C.L.M. DATE 08-01-12 SCALE N T S APPROVED: W. P. K. FIGURE: a INpp SHEET 1 OF 1 >, C C O 0 __ co 4-- L OQ) > %C + O C U N 0 co L (D L L 0 + 0 z4- E O T L 0__ C Q r) � cn — U C 3 -00 aQ) UCoL 0Q) L L 0 0 0) 0) C E •-Un0 L N -0 (D E (D :) L Cco0 •- 0 0) 0 co C + wF__- oD U)o(0 0 X N X I— L _ ° U L N N (D L L > L + (D O 00 T c) C n+•- 0 0 L L Q) 3 O C 4- L (D U) L > O O Oa U L cn D + co a E T L _000 L 0 0 -0 L L C00 04—L U) 1­_ O 0)� O -x+ -C ►— + T L 0 O -0 N C . ° (D -00 ��n0+ LLJ �a)CO0 Q L — •— _J L U -0+ �n C .-4- o -ZO 5' 2' strip if cut through TYPE 7 S; dewa k 5' M' n R°''�o Otherw i serplace detthan 4' ectab I eth. 8° 3� S, warning on the entire surface nor 70, M • of cut through, r �i 9 Ramp Limits yy yy and;ng 'k,k e TYPE 1 T0,�° of Payment yyy y °�a R°tea A I i gn curb para I I e 1 S% °3� Ramp Limits with crosswalk `,•� op 2= y y ° of Payment lam` y y 5 .v y y y S y�, h r e a�f y y �o�Q °yyy, y Land n9 • ! y ,1J Ramp Limits R°gyp e y JOB �o e . Q y of PaymentSid ce n 000, y lor y y y y y 2i Ma 0 Cross slope n o t to 5' M' n 0 Ramp Limits Curb details are exceed 2% on any of Payment shown elsewhere portion of romp or TYPE 20 TYPE 21 in the plans. transition to street. S%a S, °pe ew°/ CURB RAMPS AT MEDIAN ISLANDS DIRECTIONAL RAMP WITHIN RADIUS (S i dewa I k set back f rom curb) Planting or other TYPE 10 s' non -walking surface if dropoff is not Srdewolk TYPE 8 protected 5 X 5' PERPENDICULAR CURB RAMP Snared a° 3�° ,,ding Ramp yy� Ramp Limits L 5 x 5 803/0 an ' o y � _" y of Payment .v y y y d' n9 Ramp Limits Landing Ramp _V of Payment 2% M y y y 4' Romp y O� OQ Planting or other non- Width a walking surface if dropoff `� �� Maneuvering is not protected Space 4'x 4' Usua TYPE 2 5" Curb Ramp Ramp Limits a Cross slope not to exceed 2% on any S ��� ♦ 2' min° run at 8. 3% of Payment portion of ramp or $•3� i Sidewalk �� transition to street. 5" Min Ramp TYPE 3 Sn(red Ramp 4 y y y Land i n9 8.3� W; ath Rome y �I Planting or other non - DIRECTIONAL RAMP WITHIN RADIUS � �. walking surface if dropoff (Sidewalk adjacent to curb) DIAGONAL CURB RAMP (FLARED SIDES) is not protected Romp Limits of Payment Min. 2' taper to existing Ramp 5' Min Side TYPE 6 or proposed sidewalk Shared Flare Ramp Limits e 2y y y y Landing y y 5' Min PARALLEL CURB RAMP of Payment y Ramp Limits `�� of Payment V_ (Use only where water will not pond in the landing°) 8. 3i Shared L TYPE 5 20 --� Landing os Curb 8.3% iv S i d e w a I k a Walking .� Ramp y y y M o Surface Sidewalk o ° `I' ° N y „ ao � 0 _. y , Flare - m � cv 8. 3 % J V V- 0 � ROM� ` n P TYPE 4 4' Ramp Width Ramp Limits � �o of Payment TYPE 1 1 Q Ramp Limits :)V,° FLUSH LANDING COMBINATION CURB RAMPS of Payment o h pL <0 + �� moo' 2' min. run OFFSET PARALLEL CURB RAMP �4C\OTYPE 9 5' x 5' ° CROSSWALK y _v F I are TYPE 22 NOTES: ♦ O, ♦ Landing y .<` �I° o� A ♦ Ram Limits �� 8 ° 3% See General Notes SHEET 1 OF 4 _v _ on sheet 2 of 4 for ��Q ♦ roc, a j of Payment o p y Ramp - T t f Transportation �o ♦ of o y y „ more information ° Texas Deportment 0 e cQ + ♦ _v ♦ , Design Division Standard Sidewalk \—.o F o ��o a 4' Ramp y�y Ramp Limits V_� Denotes planting ` ♦ y ♦ Width y_, Flare of Payment or non -walking u surface. Maneuvering 5 x 5(M i n) PEDESTRIAN FACILITIES �� Space 4 x 4' 8. 3% Shared Landing o C:� Ramp CURB RAMPS 0 Ln - SidewoIk y LA E —v_55v n -v yy r _v _v v y_v y -v ,v _v y � v y y y y y y y y '� � -v y_v y y y y vv y -v y Flare Flare PED-05vyyy 2' min° curb a 1 i gned with 8. 3% Stop Bar FILE: ped05. dgn DN: TxDOT CK: EH DW: BD CK: DIAGONAL COMBINATION CURB RAMP crosswalk Ramp ©TxDOT March 2002 CONT SECT JOB HIGHWAY Perpendicular to the Tangent of the Curb DIAGONAL CUR 3 RAMP (RETURNED CURB) COMBINATION ISLAND RAMPS REVISIONS Radius and Contained in Crosswalk oIST COUNTY SHEET No. >)C C O o __ co 4- L O a) > TC -�- O ° C U () o co L Q) D C c- 0 +_ co 3 L •- z - E O T L -0) 0-- C Q - Q) co - U C :) -Oco +- a Q) U CO L O Q) L L CO d. Q) O 0) �C o C E •-cno Q) E Q) D L Ccno • - Cn CT O 0) C + w f- - 0D coo co oxQ) x �_- L a) _ ° U L Q) Q) (D L L > L Q) O 00 T cn C 0 -0 L L Q)3O C �r L Q) (D co L >OO on 0) L (0 :D+- U) ao E T L NCO L 0 4 0 L L C0() DAL cn i- O 0 <n o O - x+_ L �- T L 4- n U O Q) C wDE(n �Q)wco U -0 U� C .- � o , O DETECTAgLEIWARNINGS General Notes for Detectable Warnings 1° Curb ramps must contain a detectable warning surface that consists of raised truncated domes complying with Section 4°29 of the Texas Accessibility Standards (TAS). The surface must contrast visually with adjoining surfaces, including side flares. Furnish dark brown or dark red detectable warning surface adjacent to uncolored concrete, unless specified elsewhere in the plans° 2° Detectable warning surfaces must be slip resistant and not allow water to accumulate. 3° Align truncated domes in the direction of pedestrian travel when entering the street. 4. Shaded areas on Sheet 1 of 4 indicate the approximate location for the detectable warning surface for each curb ramp type. 5° Detectable warning surfaces shall be a minimum of 24'' in depth in the direction of pedestrian travel, and extend the full width of the curb ramp or landing where the pedestrian access route enters the street. 6° Detectable warning surfaces shall be located so that the edge nearest the curb line is a minimum of 6" and a maximum of 10'' from the extension of the face of curb. Detectable warning surfaces may be curved along the corner radius. 7° TxDOT maintains a list of Qualified Detectable Warning Materials. Details are provided herein for the placement of landscape pavers. For other materials, refer to the manufacturer's product manual for proper installation. No. 3 rebar around paver inset Expansion joint as required Side flare (Typ) 2" Sand Cushion No. 3 rebar at 18'' (max.) on -center both ways Section A -A Detectable warning paver with truncated dome surface -1" mortar bed - Shall conform to applicable specifica ions Control joint permissible Min. 4" Class A Concrete - Shall conform to applicable specifications General Notes (Pavers) Furnish detectable warning paver units meeting all requirements of ASTM C-936, C-33e Lay in a two by two unit basket weave pattern or as directed. Lay full-size units first followed by closure units consisting of at least 25 percent of a full unite Cut detectable warning w w paver units using a power saw. �_J a� o� o � N F= Detectable warning surface 4'' Max and Usual �- 6" m i n Face of 10" max curb Typical placement of detectable warning surface on landing at street edge. C o C °- 0 L — co 4- a) 0 Landing N > Q) 0 L L 4" Max and Usual 01_010 O: b 0-:o Q :o o O:0OCO:&6O::O-:O: N aoo.t0000:o 0060::00'000 Detectable warning surface (Domes to run parallel to pedestrian travel) Side flare ( Typ i ca I ) 6" min Face of 10" max curb Typical placement of detectable warning surface on sloping ramp run. C o C •- o L •- co a) 0 Landing a) > a) 0 L Q) L • - 4'' Max and Usual Detectable warning paver with truncated dome surface o C A A Side flare (Typical) N Face of curb Truncated Dome Pattern Curb Ramp DETECTABLE WARNING PAVER (OPTION) Pedestrian Facilities General Notes 10 All slopes are maximum allowable° The least possible slope that will still drain properly should be used. Adjust curb ramp length or grade of approach sidewalks as directed. 20 The minimum sidewalk width is 5'. Where the sidewalk is adjacent to the back of curb, a 6' sidewalk width is encouraged. Where a 5' sidewalk can not be provided due to site constraints, a minimum 3' sidewalk with 5'x 5' passing areas at intervals not to exceed 200' is required. 3. Landings shall be 5'x 5' minimum with a maximum 2% slope in any direction. 4° Maneuvering space at the bottom of curb ramps shall be a minimum of 4'x 4' wholly contained within the crosswalk and wholly outside the parallel vehicular travel path. 5e Maximum allowable cross slope on sidewalk and curb ramp surfaces is 2%. 6. Curb ramps with returned curbs may be used only where pedestrians would not normally walk across the ramp, either because the adjacent surface is planting or other non -walking surface or because the side approach is substantially obstructed. Otherwise, provide flared sides. 7° Additional information on curb ramp location, design, light reflective value and texture may be found in the current edition of the Texas Accessibility Standards (TAS) and 16 TAC §68° 102° 8e To serve as a pedestrian refuge area, the median should be a minimum of 5' wide. Medians should be designed to provide accessible passage over or through them. 9. Small channelization islands, which do not provide a minimum 5'x 5' landing at the top of curb ramps, shall be cut through level with the surface of the street. 10. Crosswalk dimensions, crosswalk markings and stop bar locations shall be as shown elsewhere in the plans. At intersections where crosswalk markings are not required, curb ramps shall be aligned with theoretical crosswalks, or as directed by the Engineer. 11. Existing features that comply with TAS may remain in place unless otherwise shown on the plans. 12° Handrails are not required on curb romps. Provide curb ramps wherever on accessible route crosses (penetrates) a curb. 13. Curb ramps and landings shall be constructed and paid for in accordance with Item 531 "Sidewalks". 14° Separate curb ramp and landings from adjacent sidewalk and any other elements with premold or board joint of 3/4" unless otherwise directed by the Engineer. 15. Provide a smooth transition where the curb ramps connect to the street. 16. Curbs shown on sheet 1 within the limits of payment are considered part of the curb ramp for payment, whether it is concrete curb, gutter, or combined curb and gutter. 17. Flare slope shall not exceed 10% measured along curb line. 1 " 211 �/8 23/s 1, 1" 2" 1" 8" Detectable Warning Paver SHEET 2 OF 4 Texos Deportment of Tronsportotion Design Division Standard PEDESTRIAN FACILITIES GENERAL NOTES AND DETECTABLE WARNINGS PED-05 FILE: ped05o dgn DN: TxDOT CK: EH DW: BD CK: ©TxDOT March 2002 CONT SECT JOB HIGHWAY REVISIONS DIST COUNTY SHEET NO. >)C C 0 o - cn 4-- 0 a) TC 0 C U N O co L � L 0 U)nn 3 � 00 E O T L U •— C Q -D'- •- 4- a) Un - U C :) -0co a (1) U CO L 0 0 L L (n o_ a� 0 U �c E CO 0 L (D -0 �) E ::) L Cco0 - 0 C + W H- — o:) U)oco 0X(D x H- L a� H- 4- _ . U L � N N L L > L �- N O 00 T cn C +- .- 0 -0 L L N 3 0 C 4- L N 6) L > 0 0 0n CP L C0 COao E T L C O L 0 4- 0 -0 L L C o N OIL cn H- O O (0r-,) O X L H- T L O O C .. N -0 a w E 0 Q L — — � H— L U C 0 Concrete Driveway Payment,, W W W W WW W W W W W W W W W W W W W W W W W W W W W W Con Pay Concrete Driveway Payment , yyyy y y y y y y y y y y y y W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W \\W W W W W W WW W W W W W W W W W W W W W W W W W W W WWW Setback sidewalk W W W W `✓I W�� W W W W Planting or other non -walking surface Apron offset sidewalk 0ri y yy yy � yy y y y Mir SIDEWALK Wide sidewalk ° ° a ° � ° 06 W z O 0 re) w L U W I- 27" LTA General Notes ° 1. All slopes are maximum allowable. The least possible slope that will still dro1n properly should be used. 2 Place traffic signal or illumination oles ground boxes controller boxes 4j �- ' 9 P 9 9 9 9 signs, droinage facilities and other items so as not to obstruct the CAFE accessible route or clear ground space. 3. Usual sidewalk cross slope equals 1.5%. The maximum allowable sidewalk cross slope equals 2%. 4. Street grades and cross slopes shoII be as shown elsewhere in the plans. PROTECTED I 5. Existing features that comply with TAS may remain in place unless otherwise ZONEI shown on the plans. 4" OST I 6. Changes i n I eve I greater than 1/4 i nch are not Perm tted. MAX.0 PROJECTION I 7. The least possible grade should be used to maximize accessibility. The running slope of sidewalks and crosswalks, within the public right of way, may follow the ' grade of the parallel roadway. Where a continuous grade greater than 5% must be provided, handro11s may be des irob le on one or both sides of the sidewalk to improve 4 MAX. WALL accessibility. Handrails may also be needed to protect pedestrians from potentially PROJECTION I hazardous cond i t i ons. I f prov i ded, handra i I s must comp I y w i th TAS 4. 8. 5. 8. Handrail extensions shall not protrude into the usable landing area or into ' intersecting pedestrian routes. 9. Driveways and turnouts shall be constructed and paid for in accordance with Item, "Driveways and Turnouts". Sidewalks shall be constructed and paid for in accordance with Item, ''Sidewalks". CANE DETECTABLE RANGE PROTECTED ZONE In pedestrian circulation area, maximum 4" projection for post or wall mounted objects between 27"and 80" ab ve the surface. Eb CLEAR GROUND SPACE CENTERED AT PEDESTRIAN PUSH BUTTON MAX, LENGTH OF OBSTRUCT ON— 2'-0" CURB I� �o Q H w � C H� U' U/ m O If curb height is greater than 6 inches, use grade less than or equal to 5%. Handrail and detectable warning not required. Ramp sidewalk TREATMENT AT DRIVEWAYS OBSTRUCTION MIN. DISTANCE BETWEEN OBSTRUCTIONS 5'-0" 1 OBSTRUCTION (POLE, HYDRANT, ETC.) (CONTROLLER CA INET, PLAN VIEW MAILBOX, ETC. ) PLACEMENT OF STREET FIXTURES (ITEMS NOT INTENDED FOR PUBLIC USE. MINIMUM 4' x 4' CLEAR GROUND SPACE REQUIRED AT PUBLIC USE FIXTURES.) 10. Sidewalk details are shown elsewhere in the plans. When an obstruction of a height greater Protruding objects of a than 27" from the surface would create height < 27'' are detectable a protrusion of more than 4'' into the by cane and do not require pedestrian circulation area, construct additional treatment. additional curb or foundation at the bottom to provide a maximum 4" overhang. DETECTION BARRIER FOR VERTICAL CLEARANCE< 80 SHEET 3 OF 4 Texos Deportment of Tronsportotion Design Division Standard PEDESTRIAN FACILITIES SIDEWALKS PED-05 FILE: ped05• dgn DN: TxDOT CK: EH DW: BD CK: © TxDOT March 2002 CONT SECT JOB HIGHWAY REVISIONS I DIST I COUNTY I SHEET NO. 1 i i N TL � C a) 3 °C(1) 4-0+- 0(.).- (D E +-L O C +- L ° �- L00) ° 4- C 3 T� 04-- z�U) -0 L U Un CO Q C a) 0 CD aE - a)° +- L -0 o0L Lc0 �U)U) cE— L U) 0 Q) ° L •- �- - DO U cc) a) w X L H- L o ° U X L C a) a) �- > 00 Un 4- 0 L s� +FO T3 U) a) +- -0 Un ° O0E C a L L o Q) D 4- >a O L °) C .0 to ° 0 L -0oo L -°°F-70 CO L °o ° +x-0 u)~o UD T 4- 0E+ N Un 4- •- O 7 c a)C0 �- _Z co L w a J U Un H .. .. ww H- J Q hH 01, CW20-1 D 48" X 48" (F I ags- See note 1) Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 4 & 5) G20-2 48" X 24" TCP (1 -4Q) ONE LANE CLOSED END ROAD WORK G20-2 48" X 24" CW20-5TR 48" X 48" CW20-1D 48" X 48" (F I ags- See note 1) CW20-1 D 48" X 48" (F I ags- See note CW20-5TL` 48" X 48" CW1 -6aT 36" X 36' ROAD WORK AHEAD Or LEFT LANE CLOSED it ( See note) 7 ) Shadow V hicle with TMA and Wgh intensity rotating, flashing, oscillating or strobe I i ghts. ( ee notes 4 & 5 ) END ROAD WORK G20-2 48" X 24" x r x =EL*]ffl1Mr+] T T' mj� END ROAD WORK G20-2 48" X 24" L O V) ♦ ♦ ■ m ■ -J X N .0 ■ ♦ ♦♦ o M o as NQ X X ■ ■ Z MPH J ■ _ a ■ O .0 PM CW1-4R 48" X 48" LEGEND Type 3 Barricade ® ® Channelizing Devices ® Heavy Work Vehicle ® Truck MountedAttenuator (TMA) Trailer Mounted Flashing Arrow Board M Portable Changeable Message Sign (PCMS) .JL. Sign <�]l Traffic Flow 0 Flag `-0 Flagger Minimum Desirable Suggested Maximum Spacing of Minimum Suggested Posted Speed p Formula Taper Lengths Channelizin g Sin g Spacing p„X„ g Longitudinal �F Devices Buffer Space 10' 11' 12' On a On a Distance "B" Offset Offset Offset Taper Tangent 30 2 L= 150' 165' 180' 30' 60' 120' 90' 35 205' 225' 245' 35' 70' 160' 120' 60 40 265' 295' 320' 40' 80' 240' 155' 45 L _WS 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50' 100' 400' 240' 55 550' 605' 660' 55' 1 1 0' 1 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' 825' 900' 75' 150'1 900' 540' CW13-1P Conventional Roads Only 24" X 24" Taper lengths have been rounded off. (See note 2) A L=Length of Taper (FT) W=Width of Offset (FT) S=Posted Speed (MPH) ■ ■ ■ ■ m ■ ■ • • • J , CW1-6aT • • 36" X 36" • ( See note 2 ) Q ■ ■ J CW1 -4L 48" X 48" • L • XX CW13-1P • J M P H 24" X 24" • (See note 2),& o • C J � x .JL. RIGHT LANE CLOSED .JL. CW20-5TR X 48" X 48" x Z TCP (1 -4b) ROAD WORK (AHEAD TWO LANES CLOSED CW20-1 D 48" X 48" (F lags - See note 1) TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW20-1D "ROAD WORK AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow Vehicle and TMA. 5. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to those shown in order to protect wider work spaces. TCP (�1 - 4a ) 6. If this TCP is used for a left lane closure, CW20-5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the centerline where needed to protect the work space from opposing traffic with the arrow panel placed in the closed lane near the end of the merging taper. TCP (1 -4b) 7. Where traffic is directed over a yellow centerline, channelizing devices which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, at 1/2S where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. For construction or maintenance contract work, specific project requirements for shadow vehicles can be found in the project GENERAL NOTES for Item 502, Barricades, Signs and Traffic Handling. Texas Department of Transportatl on 'Je Traffic Operatlons DIvlslon TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS © TxDOT December 1985 REVISIONS 2-94 2-12 8-95 1-97 4-98 TCP (1 -4) -12 DN: TXDOT I CK: TXDOT DW: TXDOT CK: TXDOT CONT SECT JOB I HIGHWAY I DIST I COUNTY I SHEET NO. 154 M C 0 2" 6" Grade Line 0'0 -Profile ( See Note 1 0 ) 4- L 0Q) TC + 0 0 o 2'' to 4" (0 L(DD Permissible LE °+_U) Construction L - Joint 0 0 ( See Note 1 2 ) :[: T L Usual Pavement r) Steel a) c, +- ( See Note 1 2 ) O C D — 0 co o TYPE I CURB (MONOLITHIC) LLB � (Do� 2" - 4" HEIGHT U)C E •—co0 L (D_0 a)E 8, N D L Cco0 • — CIO C: 6" 2" Profile Grade Line w 0:) ( See Note 1 0 ) 0oco OX(1) X I— L ,- 2, L (D N N L • .� o0 3 5 or 5 %4 Usual Pavement T`- Bar B Steel -0 L L ( See Note 1 2 ) a)�0 C 4 L Q) >oo Permissible H — T U a co Construction 3 1/2 T Una.. Joint T E (See iNote i -0 C O L O� O L L o°� I TYPE II CURB (MONOLITHIC) 4- �o0 5" - 5 %4 " HEIGHT X +_ L � T L 4_ -D O 0 aD C w E cn Q L — — _J f— L U T) J— un C o 0 12" Varies BAR C BAR B 1 0' -0'' Curb Transition (0" to 2") , (See Curb Transition Note) Top of Curb Top of Pavement T CURB TRANSITION Note: To be paid for as Highest Curb 8" 6" Prof 1 I e Grade L i ne (See N(bto 10) 7z� 2 to 4" /-- Bar C 2112 11 3" Permissible - Construction Joint ( See Note 1 2 ) 3" 11 i/2 T TYPE I URB 2" - 4" EIGHT 8" 6" 2" Prc file Grade Line (S e Note 1 0 ) •`� ��5" or 5 %q" or C i/2 T TYPE II CURB 5" - 5 3/ " HEIGHT T 8" Profile Grade Line (See Note 1 0 ) 26" for curb hei ht= 5'' 1 7" for curb height= 5 %q" Bar C i/2 T T TYPE I I a CURB 5" - 5 /q" HEIGHT Curb Transition Note'. Field conditions may req ire a longer or shorter trans! ion, and shall be shown elsewhere in the plans,or as directed by the Engineer. Change in Height 2112 2112 24" 11 1` 6" _,` Prof i l e Grade Line ( See Note 1 0 ) TYPE I CURB AND GUTTER 2" - 4" HEIGHT 24" 6" 2''Profile Grade Line ( See Note 1 0 ) TYPE II CURB AND GUTTER 5" - 5 Y4" HEIGHT 24" 8'' Profile Grade Line ( See Note 1 0 ) 1" 7'' for curb he! ht= 5 3 " 2" 6" for curb height= 5'' %�4�Z 5 or 52 • _T1/2 T T • 3" TYPE IIa CURB AND GUTTER 5" - 5 Y4" HEIGHT �/2" Wide Expansion Joint Materal Top Of Curb Top of Pavement Use 2 layers of roofing felt 2 ea - Y8"x 24" to wrap bars and plug end Smooth Dowels i/2 T 1 0" ATE 141, �-I I E 1112 11 EXPANSION JOINT DETAIL T General Notes 1. All materials and construction shall be in accordance with Item 529, "Concrete Curb, Gutter, and Combined Curb and Gutter.'' 20 Concrete shall be Class A. 3. When reinforcing bars are used, they shall be Noo4 unless otherwise shown. The use of synthetic fiber in lieu of steel reinforcing is acceptable, provided the fiber producer is on the Department Producer List (MPL), maintained by TxDOT, Construction Division. 4. Round exposed sharp edges with a rounding tool, to a minimum radius of 1/4 inch. 5. All existing curbs and driveways to be removed shall be sawed or removed at existing joints. 6e Where concrete curb is placed on existing concrete pavement, the pavement shall be drilled and the reinforcing bars grouted in place° 7e Expansion and contraction joints shall be constructed to match pavement joints in all curbs and curb and gutter adjacent to jointed concrete pavement. Where placement of curb or curb and gutter is not adjacent to concrete pavement, expansion joints shall be provided at structures, curb returns at streets, and at locations directed by The Engineer. 8. Vertical and horizontal dowel bars and transverse reinforcing bars shall be placed at four feet C-C. 9. Dimension 'T' shown is the thickness of concrete pavement. When curb is installed adjacent to flexible pavement dimension 'T' is 8" maximum. 10. Usual profile grade line. Refer to typical sections and plan -profile sheets for exact locations. 11. One-half inch expansion joint material shall be provided where curb or curb and gutter is adjacent to sidewalk or riprape 12. When vertical permissible construction joints are used, resulting in a longitudinal construction joint in the pavement, the longitudinal pavement steel shall be placed in accordance with pavement details shown elsewhere in the plans for longitudinal construction joints. Reinforcing steel for curb section shall then conform to that required for concrete curb. ' Texos Deportment of Tronsportotion Design Division Standard CONCRETE CURB AND CURB AND GUTTER CCCG - 1 OA F I LE: CCCg 10a. dgn DN: TxDOT CK: QM DW: BD CK: ©TxDOT 1995 CONT SECT JOB HIGHWAY REVISIONS DIST COUNTY I SHEET N0. a� U (a) a) 0> C0 0(a)03 L 0 a_ 0)0 L•- C L 0 •— 3 _0 o N(1)0L a) U) +- 4- COcn •— (1 0) L cn C C D•—•— w QL � T � 0 C 4- cn X00a) a) L F-- L C 00(n (+-- • — a) a) C0 0) -C I- L (D +_oa)E 0 > 0 T X C -0 -0 0 U L T O a) D a) C L cA L (D a) -0 — > 0 L OE 0cn U 4- (D U) L U) •- T C— (D L---- L O-L -0 • - 0 C>,co0 0 C C C +_DO•- U) 4- U) L co0(D0 • - L 4- L T +- 0 L C C 0 4- 0 0L U)U) L (1) +- a)0EO � U) :) E W D U) L :2 Ocn0 4- Q L L U = OW V) +0L U X 0 Q F- 0 NCO Ln O (-O N Cv OU "T O N Ln Q JCl- O — _0 N N 'T 00 Ln N 17 Ln U-) w CO v N O � �0 Ln M N M rn Ln Ln w w N N CO rn Ln Ln N rn Ln O (0 C\I N r7 Ln rn 6) Ln rn Ln CO V O r Ln r_ M M rn Q N Ln M TYPE I CURB AND GUTTER 6 6" 5" _�1" R MIN. TYPE II CURB AND GUTTER x. 3 '/2" E— Ln Two �/2 " x 18 " smooth dowels GENERAL NOTES 4, 1. Contractor may use existing forms if the cross section lies within the band 2 411 R 4"IR min. shown by dotted I i nes. If new forms are to be purchased, leased, or — constructed they shall conform to the solid line. 2. When reinforcing steel is required or placed at contractor's option, one of the following schemes of reinforcement shall be required. The manner of placement and location shall be to the satisfaction of the Engineer. 6"R a. Type I, or Type II, curb and gutter reinforcement shall have longitudinal re i nforc i ng bars as fo I I ows: Three # 3, two # 4, two # 5, or one # 6. 1/4" tooled read i us a Note e 1/4 i nch batter is acceptable TYPE I CUR 611 2 /2 11 R 1/4 " too I ed radius V R min. 2"R Note �/2" inch butte is acceptable 6 11211 8" 8 1/4� TYPE II CURB 4" 2„ 4„ R 4" R min. M TYPE I MONO CURB OR CURB PLACED ON PAVEMENT 6 11411 611 5" — - \\ V R min. 2 /2 R 1/4" tooled `211R _ radius Note. �/2" inch batter is acceptable 6 11211 8 1/4 TYPE II MONO CURB OR CURB PLACED ON PAVEMENT 1/2 " wide exp. j nt. mat I . 9'' of dowel to be greased 00,0000 o 0 9" 9" Longitudinal section thru curb Ind gutter showing typical expansion joint Idetcils. Reinforcing steel (when used) s all not cross expansion joints. Steel s1he all be terminated 3"± 1" from face of joint. Expansion cap to be placed on greased end of dowel 1/2 T b. Al I types of curb (re i nf. ) sha I I have one #3 or #4 bar for for I ong i tud- i no I re i nforcement. 3. Reinforcing bars shall be lapped a minimum of 15". 4. When curb or curb and gutter is placed by a separate pour adjacent to or atop concrete pavement, curb or curb and gutter shall be tied to pavement in a manner satisfactory to the engineer with 8-inch long #3 or #4 bars spaced at 5 feet and expansion and/or contraction joints of curb or curb and gutter shall match those of pavement. When curb and curb and gutter is not constructed adjacent to concrete pavement, the following shall govern a. Reinforced curb or curb and gutter shall have no contraction joints. b. Non -reinforced curb or curb and gutter shall have formed, tooled or sawed contraction joints at 10'±. The depth of these joints shall be sufficient to ensure cracking at the joints. c. Reinforcing curb or curb and gutter shall have expansion joints at points of curvature and at intervals no greater than 120'in all curves and at structures such as bridges, box culverts, curb inlets, etc. d. Non -reinforced curb or curb and gutter shall have expansion joints at points of curvature on curves of radius less than 25' and at structures such as bridges, box culverts, curb inlets, etc. 5. One-half inch expansion joint material shall be provided where curb or curb gutter is adjacent to sidewalk or riprap. 6. Unless otherwise shown, transitions between curbs or curbs and gutters of differing cross section shall be accomplished over a 20 foot length or as approved by the Engineer. 7. At contractor's option, dimension "T'' may be thickness of pavement structure. In no case shall it be less than 6". 8. See the RAMP standard sheet for information on curb ramps and sidewalks crossing driveways. -i�* Texas Department of Transportation 'Ar Design Division (Roodwoy) CONCRETE CURB AND CURB AND GUTTER CCCG-01 FILE: CCCgO1 o DGN DN: MAM CK: RA R DW: RAR CK: MAM NEG: © TxDOT 1995 DIST FED REG FEDERAL AID PROJECT SHEET REVISIONS 6 COUNTY CONTROL SECT JOB HIGHWAY Wire, nylon or >, C CO 0 •- O a) TC + 0 C O Q) 0 L L 0 + cn 3 + L 00 E O T L . 4- 4- +— O •- C a r) •- -+ Q) U) — 0 C ::) •-0co +aw 0 CO L 0 (D L L 0 0 0) CC E CO 0 L � � O E Q) D L C co 0 •- co 0)0� C + W ►- - O co C) 0 O X Q) X H- L Q) = . O L (D Q) Q) L L > L +Q)0 O O TO C 0 D - L Q)30 C L Q) Q) 0 L > 0 0 Oa U L CO cn 0- 0 E T L -0 C O L 0 4- 0 -0 L L C 0 W 0 4- L U)F-- 0 00 0 •- x + L 4- 4- 0 0 O -0 (D C �c�0+ wDEu) —a)coco Q L - •- J� F U 4- 0 C - . — 4- o �0 2" Filter fabric 3' min. width r, Backfill & hand tamp. Flow 900 SECTION A -A Galv. Hinge joint knot woven mesh (1 2. 5 Go. M i n. ) requires a minimum of five horizontal wires spaced at a max.12 inches apart and all vertical wires spaced at a max. 12 inches apart. GENERAL NOTES 1. The guidelines show hereon are suggestions only and Embed posts 18" min. may be modified by he Engineer. or anchor if in rock. Top of Fence Hinge Joint Knot Woven Mesh (Option) Connect the ends of successive reinforcement sheets or rolls a min. of 6 times with hog rings. Ga I v. Welded wire mesh (W. W. M. ) with a max. opening size of 2" x 4", or Woven Mesh (W. M. ) (See Deta i I ) PLAN SKEET LEGEND Sediment Control iFence SCF SEDIMENT CONTROL FENCE USAGE GUIDELINES A sediment control fence may be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff. A 2 year storm frequency may be lised to calculate the flow rate to be filtered. Sediment control fence should be sized to filter a max. flow through rate of 100 GPM/FT2. Sediment control fence is not recommended to control erosion from a drainage area larger than 2 acre . 4' min. steel or wood posts spaced at 6' to '. Softwood posts shall be 3" min. dia. or nomi al 2"x4% Hardwood posts shall have a min. cross section of 1.5" x 1.5". Woven filter fabric Fasten fabric to top strand of wire by hog rings or cord at a max. spacing of 15". A Attach the wire mesh & fabric on end posts using 4 evenly spaced staples for wooden posts (0 4 T-Clips or sewn 2'`�/ vertical pocket for steel posts) . A 900 Place 4" to 6" of fabric against the trench side and appro . 2" across trench bottom in upstream direc ion. Minimum trench size shall be 6" sqLpare. Backfill and hand tamp. TEMPORARY SEDIMENT CONTROL FENCE SIC H- J � LL 3 e 1 Max. 3 e 1 Max. Overlap tops of Hay Bales Ditch Flowline PLAN VIEW Angle stakes toward PROFILE VIEW PLANS SHEET LEGEND Baled Hay BALED HAY USAGE GUIDELINES A Baled Hay installation may be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff. A two year storm frequency may be used to calculate the flow rate to be filtered. The installation should be sized to filter a maximum flow thru rate of 5 GPM/FT2 of cross sectional area. Baled hay may be used at the following locations: 1. Where the runoff approaching the baled hay flows over disturbed soil for less than 100'. If the slope of the disturbed soil exceeds 10%, the length of slope upstream the baled hay should be less than 50'. 2. Where the installation will be required for less than 3 months. 3. Where the contributing drainage area is I ess than 1/2 acre. For Baled Hay installations in small ditches, the additional following considerations apply: 1. The ditch sideslopes should be graded as flat as possible to maximize the drainage flowrate thru the hay. 2. The ditch should be graded large enough to contain the overtopping drainage when sediment has filled to the top of the baled hay. Bales should be replaced usually every 2 months or more often during wet weather when loss of structural integrity is accelerated. iii polypropylene I I I I I I I I I I I I I I I I binding IIIIIII Flow �VV ��V A V A V 11 1/2 height of bale e � I�I�I I�I�I I�I,I I ICI I�I,I I�I,IJJI�III I�III I�lilil,I Ili /� 1 SECTION B-B Angle first stake Fill voids between V BALED HAY FOR EROSION CONTROL GENERAL NOTES 1. Hay bales shall be a minimum of 30'' in length and weigh a minimum of 50 Lbs. 2. Hay bales shall be bound by either wire or nylon or polypropylene string. The bales shall be composed entirely of vegetative matter. 3. Hay bales shall be embedded in the soil a minimum of 4" and where possible 1/2 the height of the bale. 4. Hay bales shall be placed in a row with ends tightly abutting the adjacent bales. The bales shall be placed with bindings parallel to the ground. 5. Hay bales shall be securely anchored in place with %'' Dia. rebar or 2" x 2" wood stakes, driven through the bales. The first stake shall be angled towards the previously laid bale to force the bales together. 6. The guidelines shown hereon are suggestions only and may be modified by the Engineer. ® Design Division Texas Department of Transportation Standard TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES FENCE & BALED HAY EC (1 ) -09 FILE: ec109. dgn DN. TxDOT CK: AM DW: TV CK: BD © TOOT June 1993 CONT SECT JOB HIGHWAY REVISIONS I DIST I COUNTY I SHEET NO. 1 LIJ ZA Lu 0 RDWY SURF 1 1 R. 10 -0" J am= :20-0 It D O U W Z = TRANSITION FOR CONCRETE CURB ENDS 16 d GALV• NAILS 1/4" ROUNDED EDGE %2" #4 REBAR REDWOOD OR CYPRESS WOOD JOINT FILLER EXPANSION JOINTS TO BE PLACED AT BEGINNING AND END OF CURVES, DRIVEWAYS WHEELCHAIR RAMPS, INLETS, ILLUMINATION/ SIGNAL FOUNDATIONS AND OTHER FIXED OBJECTS. TYPICAL CURB EXPANSION JOINT DETAIL 6" X 6" NO.6 WIRE FABRIC OR #3 REBARS 1 8" 0. C. BOTH WAYS. 5' -0" USUAL 4" 1.5% USUAL, 2% MAX. SLOPE D D D D D D D u CURB 2" FLEX BASE CUSHION 18" USUAL RDWY FOUNDATION TYPICAL SIDEWALK SECTION GROOVED JOINTS IN THE SIDE WALK SHALL BE AT A MAX. SPACING OF 10 FT. AND SHALL HAVE 3/4" EXPANSION JOINTS AT A MAX. SPACING OF 60' AND TO COINSIDE WITH THE CURB EXP. JOINTS. ACP ( SURF ) 10" 2Y4� 4�/2 N11 ROUNDED CORNER CONCRETE CURB (TYPE I ) 811 2" cfl 0o PM D O O o D ro #4 BARS o 12"C/C t ? D CONC. SIDEWALK = _ FOR STRUCTURAL N STABILITY: " • Z , MIN. THI KNESS= 6" LLw LJ MIN. WID H= 4' -0" " 1.0 D D D • D D� ,� D D, ° o D D D D D D D D D D D O D 2" FLEX BASE GENERAL NOTES: SLOPE: MAX. 4: 1 MIN. 50: 1 BARS "LC" #4 AT 1 2" 0. C. 12" CONCRETE COARSE AGGREGATE, GRADE 2 OR 3. TO BE USED WHEN z "H" HEIGHT IS GREATER THAN 24". UOD 2"DIA. WEEP HOLE SPA. @ 15' MAX. (SLOPE TO DRAIN) 1'HARDWARE CLOTH CENTERED BEHIND OPENING N U 6" X 6" (#6) WELDED WIRE FLAT SHEETS OR #3 REBARS AT 18" O.C. BOTH WAYS TYPE "C I" B "C2" CURB BAR "LC" All Concrete shall be Class "C". All Reinforcing Steel shall be Grade 60. Until the sidewalk is complete, lateral support for the "F" curbs will be required. DESIGN SOIL PARAMETERS: Soil Unit Wt.= 120 pcf Phi = 30 Degrees Cohesion = 50 psf Min. PI = 15 Max. PI = 30 SURCHARGE: TYPE F CURB q = 2' Adjacent to sidewalk Max. slope behind TYPE C Curb = 4: 1 Min. Factor of Safety against sliding is 1.5. Designed in accordance with current AASHTO Standards and Interim Specifications. CONTROL LINE ALLOWABLE CONSTRUCTION JOINT CONTROL LINE ALLOWABLE o CONSTRUCTION JOINT rn W #4 BARS N ro 12"C/C II II i r z LF BAR — N rM LL LL M LLI LLl #4 BARS SPA.@ 12" C-C D p D D D D 18" 12" 00 "F1 & "F2" "F3" FOOTING DETAIL 12" 0 • D D PR HANDRAIL SIDEWALK (5' USUAL) c Y SEE TYPICAL SIDEWALK � � SECTION N D D D DD\ — °�- — — D D D D D D D D D D D 2" FLEX BASE CUSHION #4 BARS @ 12" C/C ORDINARY BACKFILL ALLOWABLE CONSTRUCTION JOINT D D ' . • D D D TYPE "F I" CURBt 12" PR HANDRAIL SIDEWALK (5 USUAL) SEE TYPICAL SIDEWALK Y SECT ION .- _J = o / v LO ° D D10) {^�' D D D D D D^ D D D D D D D D l V D D D p D •1 ' 6" ' D 12" 12" 2" FLEX BASE CUSHION D DD ORDINARY BACKFILL 12" CONCRETE COARSE AGGREGATE, D D GRADE 2 OR 3. TO BE USED WHEN "H" HEIGHT IS GREATER THAN 2411 . D D, 0 2"DIA. WEEP HOLE D D D SPA. @ 15' MAX. ( SLOPE TO DRAIN) • o 1'HARDWARE CLOTH '•D D D D • CENTERED BEHIND OPENING ALLOWABLE CONSTRUCTION JOINT TYPE "F 2" B 1117311 CURB t 2, - 6" 1-4 BAR "LF" ° 2008 — Texas Department of Transportatl on Son Antonlo Dlstrlct MISCELLANEOUS CURB AND SIDEWALK DETAILS San Antonio District Standard T:Engdata/Standards/miscdetails.dgn PREPARED BY AND FOR USE OF TxDoT. ORIGINAL DRAWING DATE: STATE FEDERAL DISTRICT REGION FEDERAL AID PROJECT ® SHEET REVISIONS 09-01-08 6 COUNTY CONTROL SECTION JOB HIGHWAY