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Home My WebLink About11-4501 2011 CITYWIDE SWCity of La Porte, Texas Planning Department /Engineering Division 2011 CITYWIDE SIDEWALK PROJECT CLP Project No. 2011-4501 DEER PARK N.T.S. 0 0 0 z S.N.22S TOWN OF LA PORTE NORTH "P" ST. GLEN MEADOWS o z NORTH "L" ST. _ N � MORGAN'S o POINT C R E E K M O N T NORTH "H" ST. 0 N BARBO SCUT BLVD. � L AIRPORT � � � Z S� �NP``� o moo' SP NCER HWY. '� QP� m � � 0 � � � s � � J FAIRMONT P RKWAY 0 J m d `O � � WJ � a w = � vi a m a PECAN CROSSING 7N GALVESTON SPENCER LANDING WEEMS BAY cCABE RD. FAIRMONT PARK EAST FAIRMONT PARK WEST SHOREACRES Not to Scale MAYOR Louis Rigby COUNCIL Mike M oste it Chuck Engelken Daryl Leonard Tommy Moser Dottie Kaminski Mike Clausen John Zemanek Jay Martin INTERIM CITY MANAGER SHEET INDEX SHEET SHEET TITLE NO. 1 I COVER SHEET 2 I SIDEWALK LOCATIONS 3 I SIDEWALK DETAILS APPROVED BY: Rodney Slaton, P.E. City Engineer DATE: .� ��P�E of rEkgsdgri v�, .*,I ® RODNEY LEE SLATON ..... .....90298 .... :....® ®,��,�'�FcISTE�F'�'' ��"�� The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 2011-4501 Tracy Leach SHEET 1 OF 3 „ „ � „E„ Z Z T W S — SAND DIR D �'�”, L �\� w a DRY DESERT WAY Q w � » n NORTH D STREET „A„ T / „„ S � ��G cfl �� CAD � �, � - D�o o � ER K N.T.S. T � „„ S � � '� � � � , AM CT. C U E �l R _ „ „ S / � �i C . U' „ „ s ,o F . . " � SA � w �Tqy JOSH WAY WEST" " �� " " S • � N �Q- F �O� Z �� WEST FAIRMONT PKWY. ----- --- _ —� � _ �N � �� ° WE K T. �� ,�= �� O��v o � �� s PECAN CROSSING SPENCER HIGHWAY TOWN OF LA PORTS SPENCER LANDING SPENCER HIGHWAY L E G E N D I� U U I �RTIJ�r'lJ">lJ>, � I �RTu „�„ CT �G�F F R O �c�F kCr.= s RCkCT, AREAS ❑E SIDEWALK REPLACEMENT AND �; �c�e"Sr � WHEEE CHAIR RAMP T❑ BE INSTAEEED, CT ACTUAE E❑CATI❑NS SHAEE BE CEEAREY MARKED -�� Roc � � D z � E �R - � � - � D 0 � O D BY THE ❑WNER PRI❑R T❑ REFER T❑ PR❑JECT SPECS PRE—C❑NSTRUCTI❑N C❑NEERENCE, E❑R QUANTITIES, �y� � � � o � � ALLEY- GL IEW CT I �NVIFw nR K o � � fAIRMONT PARK ._ � � ROOK � Z � � Z ROCK SPRINGS � �I _ w o z � � KIN � ARTH� KING WILLIAM DR. o o CT.R � � C z RY Q � � m � � Y FAIRMONT PARKWAY APPLEWOOD DR. Qo � � QF L � qO CITY O F LA PO RTE DWN: RJS / JR �-� WEST CENTRAL bd®o®®®�® n � EAST �P�E °FuTEx�°d ��. PLANNING DEPT.ENGINEERING DIV. , m CK D: RM 604 W. FAIRMONT PKWY. • C R E E K M O N T GLEN MEADOWS FA I R M O N T PARK .�S�� ®* : •'• � '•. *+I TEXAS ; *::.................�:..* °° ®.. ..o RODNEY LEE SLATON LA PORTS. TEXAS, 77571 APP'D: RS 281-471-5020; FAX: 281-470-5005 ��..'. �...�90298...• �..�® �, s �� SS��NAL'E�4�® Scale: 1" = 20' 2011 CITYWIDE Date: ��®®®�®®® SIDEWALK PROJECT OCT. 2010 The seal appearing on this document was Project No.: 2011-4501 RODNEYoLEEdSbATON P.E. 90298, on 2011 SIDEWALK SHEET: REPLACEMENT LOCATIONS 3 OF L�171 0.125' TYP. NOTES /4" /FT SLOPE MAXI MUM � 0"-4" SELECT FILL BEDDING 4" REINFORCED CONCRETE #5 SACK/ C . Y. 3000 P. S. I . , 28 DAY WITH #3 BARS @ 18" 0. C. E. W. OR #4 @ 24" 0. C. E. W. TYP. CROSS-SECTION OF SIDE EXPANSION JOINT 1 EXISTING SIDEWALK 1 05�_ �_ �o� 0 `" o w ao N .� RAD. 3.0' MIN. (TYP.) a 4d.. d .d ° a ° . . SCALE: I" = I' PROP. EXPANSION JOINT @ R. 0. W. OR AS DIRECTED BY THE ENGINEER VARIES �1 f�18„ L1 � �d � � a ° ° d d d . d Q 4 aA a d. � d 4 ° � . � d� . � 4" d d °. ° � � d .. �, d ° ° d A d d ° a° d .. d ALK REDWOOD EXPANSION JOINT (TYPICAL) 3'-6"�I DOWELS BRICK STYLE IMPRINTED CONCRETE AND DYED BURNT RED PROP. CURB EXPANSION JOINT (TYP.) DRIVEWAY SHALL BE 4" REINFORCED CONCRETE #5 SACK, 3000 P.S.I. WITH #4 BARS @ 24' 0. C. E. W. OR #3 @ 18" 0. C. E. W. (FROM ROW INTO HOMEOWNERS PROPERTY). EXPANSION JOINT 1�83' - +} EXISTING i183� SIDEWALK ii ---------------- �-o.ib� PROP. EXPANSION JOINT @SIDEWALK FROM R. 0. W. TO BACK OF CURB, DRIVEWAY APPROACH SHALL BE 6" REINFORCED CONCRETE #5 SACK, 3000 P.S.I. WITH #4 BARS @ 24" O.C.E.W. OR #3 @ 18" 0. C. E. W. TIE-IN TO THE EXIST. STREET PVM'T SHALL BE DONE BY DOWELING IN 6" INTO @ 18" O.C. EXIST BACK OF CURB -�� ---- .�-_ __-� -a �° d ° a d ° � d .4 a ° a °. d d .. ° d d �� PROP. SAW CUT FULL DEPTH DRIVEWAY REPLACEMENT DETAIL SCALE: I" = 3' 7.0' MIN. 8.0' MAX. EXISTING 6" CONC. CURB TYPE "B" RAMP N.T.S. 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. OWEL -I/2" 4 d D 4" � � D� d a a ° 6'=0" DOWELS #4 BAR, 24" 0. C. OR #3 BAR, 18" 0. C. (TYP. ) EXIST. CONC. DOWEL 'dam I / 4" R .a " ° d ° KEYED JOINT CONSTRUCTION JOINT NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. EXIST. CONC. OWEL DOWEL -I/2" p a d I /4" R. A 4" 0 o a ° o d o. .. d 4 . d d . ° � a. CONTRACTION JOINT NOT TO SCALE a a. PROP. SAW CUT PVM' T FULL DEPTH a d 0.5' EXIST. CONCH DOWEL I.) 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. I6). 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.) EX ST. B.O.C. 1 °'P � d :� .d a..a 0.33' 'f 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 DOWEL AT 12" C/C. PAINT AND GREASE THIS HALF _ � EXIST. CONC. #3 AT 18" E.W. (TYP. ), EXPANSION CAP #4 AT 24" E.W. I" REDWOOD EXPANSION JOINT MATERIAL OR 3/4" PREMOLDED MATERIAL EXPANSION JOINT NOT TO SCALE