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Home My WebLink About2014 SIDEWALK RAISING PROJECTCity of La Porte Planning Department / �. . Engineering Division MAYOR Louis R. Rigby COUNCIL 2014-4501 SHEET NO. SHEET TITLE 1 2 3 COVER. SHEET SIDEWALK LOCATIONS SIDEWALK .DETAILS John P. Zemanek Mike. Mosteit Chuck Engelken Mike Clausen .Daryl Leonard Dottie Kaminski Tommy Moser Jay Martin APPROVED BY: CITY MANAGER Corby D. Alexander Bob Eng, P.E.. City Engineer DATE: 2014-4509 SHEET 1 OF 3 ER K N JAMI CT. C E C SIILUG. S. SRENCER LANDING 1 �_ / .SHADY RIVERS __ SPENCER HIGHWAY e�c a FAG Cf F Rk CT �----� FAG(E NR C� CT. s • •_ e • �� ,. �� FAIRMONT PARK FAIRMONT PARKWAY CENTRAL FAIRMONT PARK ;;�- �. �: :•�-� : �� . •,, �� " �� wl��.I�I�II�I�� _ �lI��OIJl1��i'� A �� .�� L GLEN MEADOWS BAKE �� APPLEWOOD OR.�j � o � i .EAST a a 4 �1 :'•• � )�� TOWN OF LA PORTE BROOK MEADOWS (n C7 O z — _� �� G�,9 � � � � K� z ROCK SPRINGS o I W CREEKMONT :� '• ,��,L„ cry �_ �.I,._ ii N.T.S. RY SAND DR. DRY DESERT WAY Z w W o Wn� ►► SUMMER BREEZE SUMMER WINDS C MONUMENT ESTATES �oF ` Ao CITY OF LA PORTE DWN: AJN� 'Am PLANNING DEPT.ENGINEERING DIV. CK'D: XX 604 W. FAIRMONT PKWY. T� LA PORTE TEXAS, 77571 281-471-5020; FAX: 281-470-5005 APP'D: XX Scale: 2014 SIDEWALK N T S Date: RAISING PROJECT APRiL 2I, 2014 LEGEND Project No.: • AREAS ❑F SIDEWALK REPLACEMENT AND XXXX—XXXX WHEEL CHAIR RAMP T❑ BE INSTALLED, ARDE� V V ALK BYTTHE ❑WNER PRIOR T❑ PRE-CONSTRUC IONECUNFERENCE, SHEET: SIDEWALK RAISING PROJECT 2 TOWN HOMES REFER T❑ PROJECT SPECS FAR QUANTITIES, of 3 - 4.0' oab' 0.125' TYP. �� 4.0' �.) TYP � TYP. N 0 T � S I/4" /FT SLOPE MAXIMUM � (TYP.) ( ) ( ) I.) SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE d, '• •' .' ° '''• ' e �° REDWOOD EXPANSION JOINT (TYPICAL) e' °' �¢ •° •' FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL _ • • • • - - - - y y +• SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE - - • � � COST TO ER - - - �- _ -Ifi= _� I�:'.,,�:,.c.:':.:.:r':.,,..:.,.-.">:°':.:•."•.,:,...,.`...:'.:.: `: .'..".:.�.::.:.:.. �.. - - ��III�� III -I I�T_I��LIL�I�-- �T y W I ' 7T� �i �7 _ a DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL OWN -��-) ��_��'�'t II�� W 1�1= �� W�7T � - - _ -�- -'•�' �II� "'� - •"�-II -7-�•-III=•� ('I-��;'�° I- = li - - - - - _ - - - - � • �� • •' '� 2.) lAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. II�-y� W-I(1�-IT III -W TII (II� �I- I W _ _ �� • (_ - � llS -_ - 1 � J- __ � ° �' ° °' '� 3.) REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE rrr--T-rrr-rr=1 � r_rrr �-1 I- jTf-jlj- IL - .77� - �7 - • . c_i Q y �, �(- - (I - �-T-) � � W I -� W -� T�� I I- ��-r a� z 3 .v GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40 �11'=,j�=rii�l=ii-i i � �_�� r � � � � r � --1!r rr ,rr W-r D❑WELS �' W e '� y 4.) CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. (SEE DETAIL) �yQ "' W y • �+' .y y 5.) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 36".. 0"-/+" SELECT FILL BEDDING-1-4'-0' 3'-6"-�I •� '°' y •• '� 6J PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, "• °'1150. • '" "' m IF REQUIRED, SHALL BE PLACED IN 6" LIFTS MAXIMUM AND COMPACTED TO 95% /+" REINFORCED CONCRETE DOWELS a y �• STANDARD DENSITY AT +I TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH #5 SACK/ C.Y. 3000 P.S.I., Z8 DAY C7� 3 a y y + ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN WITH #3 BARS @ IS" O.C.E.W. OR zQ Cp W �+• 0.75"+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. #'/+ Ca% 24" O. C. E. W, �� d-' � •• � •' NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING. _W y ¢y 7J SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS X� ° • J °9 °' �' °' MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN (n a i ' . �' v7'y ACCORDANCE WITH ASTM D698. TYP . C R O S S- S E C T I 0 N 0 F SIDEWALK .� ^ Q J W y :. 4.��.°•' :•: W W y W W 8). CITY OF LA PORTE PLANNING DEPT: SHALL BE NOTIFIED 48 HRS. + •' J❑INT PRIOR TO CONSTRUCTION AT 471-5020 C❑NSTRUCTI❑N 9). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN NOT TO SCALE B4° a'� a °' i y W AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 223-4567. •� W ..•� �-•.• <SEE DETAIL) y W y y _! >- '� � y 10). CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF La PORTE SEE NOTE # 24 FOR \ • N I- �' R'❑'W' y y CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER. c < •. i.. <' 1 ' y e � . �" y METERS MAY BE OBTAINED AT CITY HALL. < I < < , • , . <, 1 . , � : < 4, � • . ° � ` f . ` .. <, .. • t . , . :'< SPECIFICATION FOR ALL y y ' . a cy'/ � 6'-0° 8.0', ° '•'• y W �' il). CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. ' •� '� '.�. ` � <� '' i •� 1<•' �° . <• 1 �t <'' �� TRUNCATED DOMES W •' � - 1 4' • •,•" '/•`• 12.) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED 4.0' `< ��•� � • � � � `' < •.'� � • • 1'c, '`' ,�. 4.0' o 000000000000 4' S ' / J °',��Q • • °" : FROM THE SITE AND DISPOSED IN A LAWFUL MnNNER. 1. : 1 � .. � .Il. °� < <<1 , G r � ' 'C. 000000000000 J 4. .�4 •. 4 a ." 'a i <. /°,.' � < .. ' ' < '�• • '< , '<• , . • <� � • �; '• < g•p' CGRASS> y 000000000000' S ' , /,'• ' ° O j < I3). THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT •• ° .' , •1 '• o00000000000 C❑NC, N •� 1t1L'', <, /.• o�bo R10,0 MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR i.0' Y'• /; •< 1. I <L . ,1 ' < ' • < 1/' , G ..< • � 000000000000 4S• %n a° J .. � ° p°°°O°b • .', •, y SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED TEST. < ° °'•<, ". �: •.< �' �6. , •�. 'r y . ;•: °, • '•. SIDEWALK jo /, � , a�°�"' ° j+. °o°�°ioOo°o 15). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES 1 � ' •' ` " ' < k "" •� °'' � DOWELS #4 BAR, 24" O.C. • • 7 �' '� '' 000000b0000 ° AND WARNING DEVICES. ' � PROP. CURB EXPANSION JOINT .y °o° Oo°o° Ib). EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS I . < , •.. 1 1 j ,y� R25.0'J � 25, � '• •,' • • � .25� 25.0' (TYP.) .L ". •:'I� Pp• OR #3 BAR, IS" O.C. (TYP.) ` W y W W •, y �, � y` ,y W W .L .L q qo° . ' n OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL y ' ' y � .• 6 CURB (DIMINISH T❑ I J• .Y W W W J• W W W •L W W W •L � SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS R25.0' ( 5'0'--i 25 0' I y ' y ,/ • � \b W W y °' W � (GRASS) y W '° W W W '� W �' W y W 'Y y '� ° �" AT C❑NSTRUCTI❑N OTHERWISE DIRECTED BY THE OWNER. 17.6' y y \ W y •L J• W y y y �. ,• '. J❑INT> ADA SW PASS I N V �AN E �4•0, .06' TYP 18)• ON THECPLANS B OWNERHIFEIN THE OWNER'S OPINIONHA CHANGE ISTNECESSARYED LOCATION 7.0' MIN. 19). WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB .0' MAX. FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXISTING PAVEMENT. NOT TO SCALE EXISTING 6" DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. DRIVEWAY SHALL BE 4" CON(. CURB 20). GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD .PROP• EXPANSION JOINT @ R.O.W. REINFORCED CONCRETE SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN VARIES W/RADIUS ACCEPTABLE ROOT GROWTH HAS"BEEN ATTAINED. OR AS DIRECTED BY THE ENGINEER #5 SACK, 3000 P.S.I. WITH NOT TO SCALE 2q. WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH #4 BARS @ 24' O.C.E.W. (CURB TAPER & THE MANUFACTURES RECOMMENDATION. OR #3 @ I8" O.C.E.W. SL❑PED SIDEWALK) 22). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. EXPANSION JOINT (FROM ROW INTO HOMEOWNERS TYPE "B ti RAMP (TYP,) 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 14" DOWELS OR REBAR WITH PROPERTY). N❑TES. PLASTIC SLEEVE AT SLIP END. 4" TO b" TO BE IMBEDED IN EXISTING CONCRETE WITH REMAINING /-EXPANSION JOINT EXPOSED TO RECEIVE NEW CONCRETE: DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. -„-1'1 '•-1,-'1-'•-1'-„-„-„-1,- (#3 REBAR AT 18" O.C. OR #4 @ 24" O.C.) NOT TO SCALE ••�-�•- 1, FINISHED SURFACE ❑F WHEEL CHAIR RAMP T❑ BE STAMPED 24. USE ADA ACCESSIBILITY GUIDELINES FOR DETECTABLE WARNINGS FOR THE SPECTIFICATION PAGE 41 THRU 47 W - WITH BRICK PATTERN, C❑NTRACT❑R SHALL MAKE ADJUSTMENTS T❑ RAMPS T❑ FIT L❑CAL CONDITI❑N, I:83' Z, ALL CUT❑UTS MUST HAVE BARRICADES INSTALLED UNTIL • EXISTING - � EXISTING WHEEL CHAIR RAMPS ARE P❑URED, SIDEWALK ' II$I 3 SIDEWALK _1_L 3, CURB RETURN RADII GREATER THAN 23 REQUIRE CURVILINEAR SIDEWALK, os °'16 4, HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER, PROP. SAW CUT I o' � 3/8" BITUMINOUS JOINT SEALER PVM'T FULL DEPTH PROP. EXPANSION JOINT @SIDEWALK EXIST. CON(. EXIST. CON(, N � FROM R.O.W. TO BACK OF OWEL DOWEL w _ CURB, DRIVEWAY I-I/2" Q� APPROACH sHALL BE e° 1- TYPE "G" WHEELCHAIR RAMP p•5' '... � o VARIES REINFORCED CONCRETE L'a : ° � ••' i/4" R.; ° � • #5 SACK, 3000 P.S.I. WITH 4° N,T,S, a #4 BARS @ 24" O.C.E.W. .. •$, � �'° <' oR #3 @ Is° o.c.E.w. KEYED JOINT RAD; 3,0' TIE-IN TO THE EXIST. STREET PVM'T SHALL BE DONE BY MIN, (TYP,) DOWELING IN 6" INTO @ 18" O.C. CONSTRUCTION J01 NT A-�18�-18° EXIST. BACK OF CURB NOT TO SCALE IV �(8" k �` . .4 L L .1 '\y � � LL - ': 6" �` • � L t` 'LY L .4.. • • � : L. > y � FL ` 1 `'L\ L`yL ` .. yL� L �'L� L, L.� �•L..LL �'','Ly.'�``.L .k L .i '. .4' . A PROP. SAW CUT FULL DEPTH I/2" DIA. X 14" LG. SMOOTH DRIVEWAY REPLACEMENT DETAIL I/4° R.(TYP.) DOWEL AT 10" c/c. PAINT AND GREASE THIS HALF . � DOWEL EXIST. CON(. ° •a .. NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER •'�>.'. • �. •� ' :. - a ... 3,,. •.:..� •a"... •'<.e'.. . • < :.a. • °.. EXIST. CON(. EXIST. CON(. `�" ' • L�• •.. ° ° . o: .• .. - e' �. OWEL: DOWEL 3" (TYP. °• - ae � • • ° � • -I/2" � ROAD 3/4'DR`1EWAY CONCRETE y.4:. •. '�. 4„ ' , ee..: ;n •R � °". •�. ,a °v4" R. ° EXIST.. CON(. #3 AT 18" E.W. (TYP.), CONCRE •° "" • � �' " � '•'a •a ''•' � ' " d � �.. EXPANSION CAP #4 AT 24" E.W. ` ..� yl; ',; �y��- DOWEL 1" REDW❑❑D EXPANSI❑N J❑INT MATERIAL T ❑R 3/a" PREM❑COED BITUMINOUS CONTRA(1 ION JO)N'�" IMPRENATED f-ELT MATERIAL, SECTION A -A NOT TO SCALE EXPANSION JOINT NOT TO SCALE NOT TO SCALE EXIST, B4O,C, i. � a. . e 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 33' vi��vv��r� v� � �rw