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Home My WebLink About10-4501 2010 CITYWIDE SIDEWALK' � ' � � . .- • � • . �-• � • � ent / :Engineering Division No. 2010-4501 1 • � ._ .. . . COUNCIL Mike Mosteit Chuck Engelken Daryl Leonard Tommy Moser. Louis `Ribgy Mike Clausen John Black Georgia A. Malone CITY MANAGER Ron Bottoms SHEET NO. SHEET TITLE 1 2 3 COVER SHEET SIDEWALK LOCATIONS SIDEWALK DETAILS . ��. Rodney Slaton, PE. City Engineer ,�' ,� p'(E OF Tf'igs�l .� f� r � �* • ••� •• :*I/ .......I � . R� �DNEY LEE SLATDN �� 90298 �•�-��• j �'ItS/ONAL E�� The :-eal Baring on this document was r-�thorized by ROD`IEY LEE SLATON P E. 90298, on /,?-Y�Bq DATE: /� � y- � q 2010-4�'�01 SHEET 1 �F 3 11 � �1��. �lil 1111111�1 � � � ' � ' 0 E E: �n nnnnn nnn n TOWN OF LA PORTS WEST CREEKMONT GLEN MEADOWS � SAND D�R� � DRY DESERII w WAY a II - p�o 0 WEST FAIRMONT PKWY. PECAN CROSSING � � � EAST �.�P'CE OF Tfygsl�f f *: .* RDDNEY�LEE SLATON '� so2sa ��: I��o.��,�G/STE�:O ��4' e seal gearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �a- H-� 9 J.T.S. LEGEND • AREAS OF SIDEWALK REPLACEMENT AN' WHEEL CHAIR RAMP TD BE INSTALLED. ACTUAL LOCATIONS SHALL BE CLEARL` MARKED BY THE C]WNER PRIOR T� PRE-CONSTR CTIDN CONFERENCE, REFER T� PROJECT SPECS FOR QUANT'fIES. CITY OF LA FORTE DwN: JR PLANNING DEPT.ENGINEfRING DIV. CK'D: RM 604 W. FAIRMONT i KWY. LA PORTS. TEXAS, i7571 APP'D: RS 281-471-5020; FAX: 281 470-5005 Scale: 2010 CITYWIDE 1„ — 20� Date: SIDEWALK PROJECT ocT. Zoos Project No.: 2010-4501 2010 SIDEWALK SHEET: REPLACEMENT LOCA"`"IONS 2 3 OF 0.16' I/4" 4.0' • SLOPE. P . a _._ d' 0.125' TYP. d a �- 0"-4" SELECT FILL BEDDING 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #3 BARS @ 18" O.C.E.W. OR #4 @ 24" O.C.E.W. TYP. CROSS-SECTION OT SIDEWALK SCALE: I" = I' DOWELS - BRICK STYLE IMPRINTED CONCRETE AND DYED BURNT RED REDWOOD EXPANSION JOINT (TYPICAL) -6"-�►I 6'=0" PROP. CURB EXPANSION JOINT (TYP.) p• DOWELS #4 BAR, 24" O.C. � �P OR #3 BAR, 18" O.C. (TYP.) PROP. EXPANSION JOIN @ R. DRIVEWAY SHALL BE 4" \T4.0' .ob' TYP OR AS DIRECTED BY THE ENGINEER REINFORCED CONCRETE 7.o MIN. #5 SACK, 3000 P.S.i. WITH 8.0' MAX. #4 BARS @ 24' o.c.E.w. EXISTING 6" OR #3 @ I8" O.C.E.W. CONC. CURB EXPANSION JOINT (FROM ROW INTO HOMEOWNERS PROPERTY). ----EXPANSION JOINT T83' u o TYPE B RAMP EXISTING EXISTING N.T.S. SIDEWALK 1•83� SIDEWALK 3/8" BITUMINOUS JOINT SEALER PROP. SAW CUT PVM'T FULL DEPTH 0.5' o.lb' EXIST. CONC. EXIST. CONC. _ 1•0� PROP. EXPANSION JOINT @SIDEWALK OWEL DOWEL 0 1-I/2' FROM R.O.W. TO BACK OF � .. _ 0.5' ,` o CURB, DRIVEWAY 4. �- - � .� � e - .�° •' � e-•• I/4" Ra � � •, . - ��"` � i- APPROACH SHALL BE 6" ••°" -•.' a .. " °� .•" -��• a b REINFORCED CONCRETE - - � ' < a' � •<-�- ' •' � � '- � v VARIES #5 SACK, 3000 P.S.I. WITH a - #4 BARS @ 24" o.C.E.w. � KEYED JOINT OR #3 @ 18" O.C.E.W. RAD. 3.0' MIN. TIE-IN TO THE EXIST. STREET (TYP.) PVM'T SHALL BE DONE BY CONSTRUCTION JOIN T DOWELING IN 6" INTO @ 18" O.C. NOT TO SCALE yl �-18" �-EXIST. BACK OF CURB .. ya. • I I e G'a 6n - ' d 'e' �. '4 - - d. e. .e . a a .Q ,a' e, � � a. � d •.. •. -� � a o: .. � a . - a- -' a a .. .�< • d i ... . PROP. SAW CUT FULL DEPTH DRIVEWAY REPLACEMENT DETAIL SCALE: I" = 3' 3/8" BITUMINOUS JOINT SEALER ,- EXIST. CONC. EXIST. CONC. 'EL DOWEL •T�• < . 1 �• -.�- - � v °� a. T CONTRACTION JOINT NOT TO SCALE 1.) SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER. 2.) LAP CONT. BARS 30° LONG AT SPLICES 30 X DIAMETER. 3.) REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40 4.) CONCRETE SHALL BE WATER CURED ONLY 5.) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3".. 6.) PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED, SHALL BE PLACED IN 6" LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT +I TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. SUBGRADE SHALL. BE UNIFORM AND SHALL NOT BE MORE THAN 0.75°+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING. 7.) SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. 8). CITY OF LA PORTE PLANNING DEPT. SHALL BE NOTIFIED 48 HRS. PRIOR TO CONSTRUCTION AT 471-5020 9). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 223-4567. 10). CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER. METERS MAY BE OBTAINED AT CITY HALL. II). CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. 12.) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED FROM THE SITE AND DISPOSED OF. 13). THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED TEST. 15). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES AND WARNING DEVICES. 16). EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS OTHERWISE DIRECTED BY THE OWNER. 17). FINISHED SURFACE OF WHEELCHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. 18). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A CHANGE IS NECESSARY. 19). WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXISTING PAVEMENT. DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. 20). USED CREOSOTE CROSS -TIE IF REQUIRED SHALL BE IN GOOD CONDITION & HELD IN PLACE WITH A MINIMUM OF 2 EACH #4 REBAR. 21). GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN ACCEPTABLE ROOT GROWTH HAS BEEN ATTAINED. 23). WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATION. 24). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. 25. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 12" DOWELS OR REBAR WITH PLASTIC SLEEVE OR TAPED SLIP END. 4" TO 6" TO BE IMBEDED IN EXISTING CONCRETE WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT 18" O.C.) � EXIST. B.O.C. • <• a a' PROP. EXPANSION JOINT PROP. EXPANSION JOINTS AT ALL PLACES RAMP ABUTS EXISTING PAVEMENT OR SIDEWALK SECTION A -A THIS SECTION IS TYPICAL OF ALL RAMPS AND AT EXISTING DRIVEWAYS NOT TO SCALE I/2" DIA. x 14" LG. SMOOTH 1/4" R.(TYP.) DOWEL AT 12" C/C. PAINT AND GREASE THIS HALF DOWEL EXIST. CONC. _ .a• '.� _ < _.. 3" (TYP. „-� . d � '' • •• " ,� .. e.o ° .a a a �.. -e d•. •. .. �- _ n EXIST. CONCJ � � � �- #3 AT 18" E.W. (TYP. ), EXPANSION CAP #4 AT 24" E.W. DOWEL. I" REDWOOD EXPANSION JOINT MATERIAL OR 3/4" PREMOLDED MATERIAL EXPANSION JOINT NOT TO SCALE _ i� of re �� ycp, !�V kAs'1+, --'DDNEY LEE SLATDN � ... ..... 90298 ......... +i'h�SSroaA� �'�:= Th!///e(V peal Baring on thi document was uthorized by RO['VEY LEE SLATON I .E.��//90298, on /c� CITY OF LA P!JRTE DWN: JR PLANNING DEPT.ENGINEE RING DIV. CK'D: RM 604 W. FAIRMONT P `:VVY. LA PORTE. TEXAS, '' 7571 APP'D: RS 281-471-5020; FAX: 281•-t70-5005 2010 CITYWIDE SIDEWALK PROJECT SIDEWALK DETAILS 1"=20' Date: OCT. 2009 Project No.: 2010-4501 SHEET: 3 3 OF