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Home My WebLink AboutCITY-WIDE SIDEWALK RAISING PROJECTMonument Estates DEER PARK. N.T.S. sN BAY POINT TOWN HOMES ?zs NORTH "P" ST. � m � N Creekmont � GLEN MEADOWS MORGAN'S POINT ORTH "H" ST. � ARBOURS CUT 8LV0. � d � t /�' Epp\ N Z �,wN � MAIN � Q Q m o � � G QP¢ mSS � § m AI 0 P A � TOWN OF LP BROOKGLEN a FAIRMONT -PARK. � � cAwESTON WEEMS .BAY SUMMER _ WINDS SPENCER LANDING cOAeE R°. LA PORTE OUTLOTS SHOREACRES SHADY RIVERS • .. � • � . • � � • . � � __ exas ring Division Louis R. Rigby COUNCIL John P. Zemanek Mike Mosteit Chuck Engelken Mike Clausen Daryl Leonard Dottie Kaminski Tommy Moser Jay Martin CITY MANAGER Corby D. Alexander SHEET NO. SHEET TITLE 1 2 3 COVER. SHEET SIDEWALK LOCATIONS SIDEWALK DETAILS .�,� .Bob ng, P.E.. City Engineer DAT a SP,SE OF TE��, i y: • � k'QS 1' /ti •. � BOB SAt�d�E!_EE�ds 2014-4501 SHEET 1 OF 3 ER K N JAMI CT. C EN C S ILD S SPENCER LANDING SHADY RIVERS SPENCER HIGHWAY arm ...-- FAG(f P o �c � ct z Gf R �- � Ck CL EAG N ST Cl • "�• '' y :' � WEST � FAIRMONT PARK v"� r---_ �� FAIRMONT PARKWAY CENTRAL FAIRMONT PARK �� rIIIIP��II�!I,I■ �� wl�!!�11�l:�Il,� 1� �I _ �� ., _� GLE N MEADOWS APPtEW00D DR. � o � � EAST BAKE � >j� � �� TOWN OF LA PORTE BROOK MEADOWS (� C.� Oz - _� ��' n G�,9 � � � � K� z_ ROCK SPRINGS � I Q W CREEKMONT �� 0 � C ,L,� `r' MONUMENT ESTATES s -� of � Ao CITY OF LA PORTS DwN: AJN Am PLANNING DEPT.ENGINEERING DIV. CK'D: XX � T RY SAND DR. DRY DESERT WAY Z W o W (� � I I SUMMER BREEZE SUMMER WINDS N.T.S. :� '• TOW / GARDEN WALK N HOMES 604 W. FAIRMONT PKWY. LA PORTS. TEXAS, 77571 T�`"g 281-471-5020; FAX: 281-470-5005 APP'D: XX Scale: 2014 SIDEWALK N T S Date: RAISING PROJECT APRiL 2�. 20�4 LEGEND Project No.: • AREAS ❑F SIDEWALK REPLACEMENT AND XXXX-XXXX WHEEL CHAIR RAMP T❑ BE INSTALLED, ACTUAL LOCATIONS SHALL BE CLEARLY MARKED SHEET: BY THE ❑WNER PRIOR T❑ PRE -CONSTRUCTION CONFERENCE, SIDEWALK RALS'ING PROJECT 2 REFER T❑ PROJECT SPECS FOR QUANTITIES, of 3 1 4.0' - 0:16' 0.125' TYP. 4.0' 3.0' 6�, (TYP.) (TYP.) ' (TYP.) 1/4" /FT SLOPE MAXIMUM L) SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE - � a. a`. , .'. ° '' °• � ; REDWOOD EXPANSION JOINT (TYPICAL) °' a` .°a y •� FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL 7T-�_�- �•� �7--� 7T-��7-� � `, d .• • a = - _ - - - _ - __ y MPLISH POSITIVE - -) = iL � �=ll1=Jl.I W L ..'., •: ..., ... •:•.,• :";.. t; :;i. a:::..,•a....,..:"•; ,.:: ^"w..., .:..: ".:::;.:: ; :',:' : `:,•' ..:I' • - - - - - - - - _ _ - - y COST TO ER. I.I.I�T�,.,TI�I� - � � IIITI�III��IIT SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCO • ° � y y DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL OWN 7� 777 TAT Ti I TTT 1 1�=�itUi�U-I(I-III-I�� • •" •'' • ' ' "' ""' ' "' '• - - _ _ - _ - - - - - � •• y y y 2J LAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. -� IiI-�=� I� 1�1--ITI-I � L -Tf-II IT1- I-�11=L_!-I I IT_I=_=11-LTI- . j�f- ..I -IT- I -I �=1 >_I-�� . -�< III-� � � �� I I � 7T�___�� _ - - _ - - - •, U ¢ " y y 3J REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE T7-�-� J1- ITT a� Z y y y GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40 '� �-��1f�l�l�ll-TI([��]�[��.rWTr Tr II„-IJTr Trl�-T�TIT�'ll(-''TI-Im n �,�.,' D❑WELS � ' ��Q '� y �' y 4.) CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. 0"-/+" SELECT FILL BEDDING (SEE DETAIL) • �: ; °. y y y y y 5.) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 36".. -•�--4'-0'-�-3'-6° ►) •°• y e.) PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, 4" REINFORCED CONCRETE DOWELS '� °'1�50..• y y y IF REQUIRED, SHALL BE PLACED IN 6" LIFTS MAXIMUM AND COMPACTED TO 95% #�J SACK/ C. Y..3000 P.S.I., 28 DAY C9J 3 .. 4• ° y y •L STANDARD DENSITY AT +I TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH y •L .ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN WITH #3 BARS @ 18" O.C.E.W. OR zQ � y Ny 0.75"+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. #[+ @ 24" O. C. E. W. I-� OL y (/j y NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING. �W y ¢y 7.) SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS v 1n' I K X� ° ' • ^� °A � y MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN T I P. CROSS -SECTION O 1- S I D E V V A L I\ � °' W y� y ACCORDANCE WITH ASTM D698. ' Cl1 :^. '' y y y 8). CITY OF lA PORTE PLANNING DEPT. SHALL BE NOTIFIED 48 HRS. y y y J❑INT :� i °. y y y PRIOR TO CONSTRUCTION AT 471-5020 NOT TO SCALE 84, .°,, 0- .-. ° � y y y C❑NSTRUCTI❑N ° ''•, y y y 9). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN • '`� °- '• y (SEE DETAIL) � ' y y y AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 223-4567. • TE � < ` ,. �" I <•• < � , � : ' , , � '" � . • �' � . < .. � ' � < '� i y y '"• •� y y 8.0' `� w °: y y y y y 0 • METERS MAY BE OBTAINEDTAT C�TYLHALL.LR BE USED T OBTAIN CONSTRU N TER. I) OVIDE CONSTRUCTION WATER. CITY OF La POR SEE NOTE # 24 FOR • � v R'❑'�'✓' o cTlo wA • . , „ t i L <' SPECIFICATION FOR ALL � , x c�'� .' y ° ` P / ' � < TRUNC ED DOME y 6 - y II). CONSTRUCTION STAKING SHALL_ BE THE CITY'S RESPONSIBILITY. ' .. .'. < 'C`'.,< .,2 1L c 1 it < t� , AT S �. '. .Q .. �• 0 •1 °• •° 4.0' `< . �• `�• � i � `• [ •.' ic. '`' 40' � .. - " � �� •�<', 12J EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED , ' E � '� i. L o00000000000 � S '' v � d Q .. ° • • ' ' <. '�� + 1 � �,. <° ,G• < <, _ 1 ^ � < y o00000000000 � . 4 . .•4. � 4 4 ." a i a�• �'y . • FROM THE SITE AND DISPOSED iN n LnWFUL MnNNER. �< .. � � ' ..� ., , � •�. � .. . �, .. < (GRASS) °°°°000°0000 .a ' 4. � .°., °..' 6.0' o00000000000' S • , ,,•. � ° � o° 13). THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT < � � a� � Z . , , • < � • , • •< ' y o00000000000 45• � °t � i�l�' ••• � ' °' ' �0°00°0°6 Rlo�o SHALL IBE RESPONSIBLE FOR ANY OSTL,NC�RRED DUE STO A FA,LEDTTESTOR IDEWALK ' ,` ,'' •c '`<�, :, � <• k< � y y �:' °: • � • � y � • • < . � '' °. a �, •'�• °°°°amo°o°o°0 15). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES PROP. CURB EXPANSION JOINT jj DOWELS #4 BAR, 24' O.C. o°o°o°e°o°o � AND WARNING DEVICES. R25.0' � 25y i •• • �,2�j 25'0' (TYP.) y `°•:'I' p• OR #3 BAR, 18" O.C. (TYP.) ` y y ' y y y y y ' yp y y y y y °og000 ; „ 16)• .OR AS DIRECTED BY THE ENGINEERMAEXPANSSON JOINTS SHALLBESREQUIRED WHERE ALLS I °• �� y .Y y y y y y y y y y y y ° .4 � 6 CURB (DIMINISH T❑ SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS ' R25.0' I-�'0--I 25.0' I � y ., •• \b y y y y° (GRASS) L y y y y y y y y y y y y Ou AT CONSTRUCTION OTHERWISE DIRECTED BY THE OWNER. y y y y y °° J❑INT) 17.6' y y y y ' ' 1n' p I y y y \ y y y y y y y y A D A S Y Y 1 A S S I N ('` L /\ N E W I\ .06' TYP IB). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION \J /� 4.0' ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A CHANGE IS NECESSARY. 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. .GONG. CURB 20). GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD .PROP. EXPANSION JOINT @ R.O.W. DRIVEWAY SHALL BE 4" SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN OR AS DIRECTED BY THE ENGINEER REINFORCED CONCRETE VARIES W/RADIUS AccEPTaeLE RooT GRowTH HAs BEEN ATTAINED. #5 SACK, 3000 P.S.I. WITH NOT TO SCALE 20. WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH #4 BARS @ 24' O.C.E.W. (CURB TAPER & THE MANUFACTURES RECOMMENDATION. OR #3 @ 18° 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 PROPERTY). T r PE "B° RAM EXPANSION JOINT 1 NOT TO SCALE .,._._,L., ._„_, .,_.,_,._„_„_,._,._. ._ „_„_,._,._„_,._,._.,_,._„_.,_ _ _,_„_„_,...,._.,_„_ _.._„_,._.,_.,_,._.,_.,_,.. '183, EXISTING � EXISTING SIDEWALK I•83' SIDEWALK 0.16' (TYP.) 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 14" DOWELS OR REBAR WITH N❑TESL PLASTIC SLEEVE AT 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. OR #4 @ 24" O.C.) 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 LOCAL C❑NDITI❑N, Z, ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL WHEEL CHAIR RAMPS ARE POURED, 3, CURB RETURN RADII GREATER THAN 23' REQUIRE CURVILINEAR SIDEWALK, EXIST. B4O,C, 0.5' 4, HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER, PROP. SAW CUT L0'- 3/8" BITUMINOUS JOINT SEALER PVM'T FULL DEPTH PROP. EXPANSION JOINT @SIDEWALK EXIST. CON(. EXIST. CON(. � � FROM R.O.W. TO BACK OF OWEL DOWEL °• • ,` a� � `• 0.33' w - CURB DRIVEWAY II i-I/2° '< ..�. ...., ° � � APPROACH SHALL BE 6' _I___ ,. .. .. .. �•" ••, � ° � o VARIES REINFORCED CONCRETE '> .o ; ,. � L. I /L}" R.; ' : TYPE // Ci // W H E E � C H A I R RAMP 0.5' ° ' ' N #5 SACK, 3000 P.S.I. WITH 4" ., .,> , .�' ,. N.T,S, #4 BARS @ 24" O.C.E.W. a �a• <' .; : ' :' •.° OR #3 @ 18" O.C.E.W. •: ... ' . '.. :• RAD, 3,0' TIE-IN TO THE EXIST. STREET � KEYED JOINT PVM'T SHALL BE DONE BY T PROP. EXPANSION JOINTS MIN, (TYP,) DOWELING IN 6" INTO @ 18" O.C. CONSTRUCTION J01 N A-►�18�---18" EXIST. BACK OF CURB NOT TO SCALE �' �L C 4 � y •E. '.L . M , y 6,r �' .L L.. L`: �• •LL <\ .4� a. • A PROP. SAW CUT FULL DEPTH . DRIVEWAY REPLACEMENT DETAIL NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER EXIST. CON(. EXIST. CON(. OWEL DOWEL � I-u2° ,. 3/a' RISE CREfE ., . > . ,. ' ". ' <I/4" R. .. CONCRETE ROAD DRIVEWAY CON •� .< ' kL •<. , 4�, L ,•.e . .. a �.. <• L 1. °d. L . ' L' .' L �' SECTION A -A CONTRACTION JOINT NOT TO SCALE NOT TO SCALE I/2" DIA. x 14" LG. SMOOTH (/4" R.(TYP.) DOWEL AT 10" C/C. PAINT AND GREASE THIS HALF DOWEL EXIST. CON(. a^ • � •.: .a: . > . > ' � 3�� (TYP. . a° <' ee � • ' • EXIST.. CON(. EXPANSION CAP #4 AT 24" E W. (TYP.), DOWEL 1" REDW❑❑D EXPANSI❑N J❑INT MATERIAL ❑R 3/4' PREM❑COED BITUMIN❑US IMPRENATED FELT MATERIAL, EXPANSIONLJOINT 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 °� L o CITY OF L, m PLANNING DEPT.EP ' cnn �ni cnion�