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Home My WebLink About10-4503 CITYWIDE SIDEWALK INFILLUNDERWOOD ROAD PROJECT LOCATION N.T.S. $H ??5 NORTH 'P� DEER PARK � � m � NORhf 'L' Sf. _ N M POINT'S w NORTH 'H' Si. y � BARBOUR'S CUi BLYD. WEST A RPORT ��' / ` Z � SPENCER HWY. N � � � Fi�i 1'n 3 Q� ffi � 5 ¢ y� .� m J m SOMERTON DRIVE � GALBASTON PROJECT LOCATION N �S CAGE RD EAST "H" STREET PROJECT LOCATION SHOREACRES LOCATION MAP Not to Scale HARRIS COUNTY KEY MAP: 580-C;539-SNV City of La Porte, Texas � • � , • MAYOR PRO-TEM Daryl Leonard couNcl� Mike Mosteit Chuck Engelken Daryl Leonard Tommy Moser Louis Ribgy _ � Mike Clausen John Black John Zemanek CITY MANAGER RON BOTTOMS Sheet List Table Sheet Number Sheet Title � COVER SHEET 2 EAST "H" STREET SIDEWALK IMPROVEMENTS STA. 0+00 TO 5+93 3 EAST "H" STREET SIDEWALK IMPROVEMENTS STA. 5+93 TO END OF PROJECT 4 UNDERWOOD ROAD 5 SOMERTON DRIVE 6 DETAILS �,�P'(E OF Tekgs��+f �*.: *� *, ••�• ;* ......................... RODNEY LEE SLATON ........................ 90298 The seal �6ppearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �..2J_)� 201 C�-4503 SHEET 1 OF 6 r 1k Y,56 Iti' 3 �� 1�' ��. ea`.r b'��N F F- X W ,'� 1 6 b � "'� la FND. 1Y2" LR. BLOCK•..277 0 .• ,N ROW - —�-k� _ ^�6 "0-�`0- -� - cu vERr k5 �r EXIST. BUSH: 1oN /j //, N � �r 2" REDTIP (3) %� %� :a m �--- _—'-- —'-- � � '��n a � � .. a :d: a ., � j/ 7//� — - - ,I-G.T y`' ,�, � EXIST. ----------------t= - N � %% %/ r yee, o yo N .' FAN PALM .. :..a: .< o �� .. �,� %// N EXIST. �. < �<. d _ a ' p. � � % j/ � � ....... �jj d.. ��j//// No'L SAGO PALM A ..: r - N N� N � � � No N°"N'� '�v"� `�`��/ a i d ®NN P7� k� _. d, 0+00 a ''�� m i k' PROP. TYPE / "B" WCR /�� :: EXIST. 0.L [ a a d- ^�✓ ' M' <. N OT0 FN D. I (o r �� Nd< >tl � d•. AY..-...-.�..-e._o.-..� 7.- _.�. ��.._..�.-. .y. . Je. ,yN 01 `N7 .N ®�� ,4 e d q,' .. o I ..,. NIOT FND. ROW �' o �' M- .yM1 , . ` o r° 5'� O .fG/ �N1y . ,.'o /� /�� tik cAN� 6 // nON� NAB• '4 N N 3+00 01' ,v N N N 61 PROP. TYPE _ n - --- N' "B" WCR A, 0 ..a , ay.. .� a .N^. � A PROP. � \\�—."""� RELOCATE SIGNb''L_ o,,G_ \\ ROW -- -- -- -- -- -- �c � --'. go--�---- -- -- 1 � , 'yp1 N�q 7�a � ^ '' ROW NOT FND. 010 N1 1�. N^1' I BLOCK 294 �' m�m j m �m =� w a: r w m axmp� _ Z I- � w �- Z � UUI- W U W U WUW X X Z W ()N U W�JW H W W O ZO W HU � U �N U U � �I- W � W � to ~ W WX !n W Q W W (n RIGHT—OF—WAY PROPERTY LINES - - EOR (ASPHALT) FOR (LDAESfONE) FOR (DIRn FOR (CONCRETL� HATCHING FOR (GONG. WRB) FOR (SHELL) FOR (GRAVEL) ASPHALT FENCES GRAVEL FlL7ER FABRIC FNC—F/F—F/F—F/F—FIF BARBm WIRE FNC-X—x—X—x—X Y/ODD FNC -n—Il—li—a—n—u— CHAINUNK FNC-O—o—O—O—o—o— GRASS PIPE FNC-p—p—p—❑—p—p— CONCRETE DRAINAGE GNP ------------_ RCP ------------- DIRr C.L DRCH—..._..._...—..._..._...—..._..._.. — TOB TOE---____--.______�__ 1REE LINE �—IN DRCN UTILITIES SNELL .�.;+' GAS NN6 — GAs— cAs— ws— cns— WATER NNE __________________________ _ � SBC NNE —sec — s9c —sac —sac NMESIONE �� swRARrsEwER------------- LANDSCAPING TREE o 1REE DRIP NNE O PICNIC TABLE . c '' ' d d °� a: G d. ' d a a .• d a • d- EXIST. e PICNIC a'a TABLE - a d d - Q 4 ` . d' O . � Q O Q 'e � e •' .. d ; .. d.o - e �d' ad a - � .a .Q ,d. • • d d � _ :� EXIST. d <d �•' ... CONC. e d � -� 9 - .6 - a' d - d p - C .. .a: � .tr :a • <- �. -. d EXIST. • PICNIC d , TABLE .. _< d .d a .. <� • d d PROP. SIDEWALK TO PFEIFFER PARK PLAYGROUND � ..FND. 1Yi' I.R. 0.5' NE i �� OF iNTX. • I • OF E. Rb�al S. VIRGINIA - -& N. ROW E.. "H" ST.- .,� N1 - �- - - - - -_ �7 9 ,° C�� ,ti . . � I � 1 ' d • 2J � }8 N < d: • i .i �� ......... 9 ::��.w .,,_.,._..._.��—. pN ' N^ N� � ~ N16' N�' BL CK 278 --- k� - ROW -- k9 � >! — — /�/%/� r� a.' �'. �j ��/�� ^N19ro?o J3� z9e' a ti � N 'J� W-�� E S 0 40 80 o��r 4+00 5+00 � i A � SA � (" o I 9 erN� .. � _y.-.e+ •♦ .. $ ug },Y •yb 1 — GAS-- GAG— GAS � GAS— GAS 7 GAG �5— GAS 7 G: GAS— GAS— GAS— 6AG �7� GASH GASH GAG— GAG— GAS � GAG— ' � ' ' EXIST. GAS LINE ,'e �}A.2�k - - • - - - - - ' '� - - - - - - - - - - NOT FND. PROP. SIDEWALK .�9N I . TO PFEIFFER PARK PLAYGROUND AREA I� (SEE BELOW) I� BLOCK 293 = a z � N: � m m � � � j f- W (ajf-n-WWW C� Z UZ' N N Q z -� a az_z_-� in � in w w c� (� Z' lnFJJZ � N . N)— 1- F- Q W(J�WX��U X U X W Z � � j W¢¢� W v~i w � W W �<nW W > WW x H O l� PROP. SIDEWALK ALONG EAST"H"STREET (SEE SHEET 1) C .- - - 8/0' d- a .. a a: d � .d b d• a:. � � a. ° d � d d.a O d� d• .a 510' c .d -�a. • .de .. -d � EXIST. ,,,,,,,,,. 5 / 0' PICNIC TABLE - o I RS/0' •do - 'a d -. - a.e a� �i— I a i .: a o �. �� 5/0' SCALE: 1 "= 10' I\ ••, 1, � RODNEY LEE SLATON ......... sozse .....:... � �� ;O.n�SFc/STER�� a��.: .�� The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �. � 1, i� M ''+^ V! W L2 r G OF L A CITY OF LA F��'ORTE DWN: JR ��a PLANNING DEPT.ENGINE ERING DIV. CK'D: RM 604 W. FAIRMONT �'KWY. >� LA PORTE. TEXAS 77571 281-471-5020; FAX: 28'I-470-5005 APP'D: RLS Scale: 1 "=20' EAST "H" STREET DatJULY, 2010 Project No.: SIDEWALK IMPROVEMf=NTS 2010-4503 STA. 0+00 TO 5+9;�' S"E2 of 6 W W FF � a > � W � � W � J i Q Q � 2 ? FO_ N V� Z J Da' N 0 � � a � � �� x � c�i'w�° �� N (~/_1 N y fq'_'I-f~/1 N � N f~/!f/�/1 f/1�f/1 �i l O � X X X X I JWCX X O X X)OC XX OV) Q W W W W � WWWW W (n W WWW WW I I BLOCK 279 FND. YZ" I.R. 0.5" �I I , ^9 K N^ , O° 7� ,�` I OF W. ROW S. � AN SA S I °y ,^oorye°' Ne 7^7 N�' N�`i °'a'r^? I v5' NOT FND. •O � � ,. � ' " NOT FND. � I ,ry NOT FND. _ �r °� 'r ROW & S. ROW. E. "H» ST. ° I --�--'-��-- -- -- -- -- -- -- -- -- -- -- -- -- -- '' I ",.> :'Roo O •. � oar Io EXIST. TREELINE :� o :� N `'�° ` .. ,. • .� ,. � PROP. TYPE NS' � �,,o R �• y °� `'' "B" WCR NN 'b O h� t{� a / 7 7 „ .' � '° �, . �,� ,. % ... ,zee � '�"a-•6"`�..., •'; :. .� .: ••. ... ., N b9 N 129 '� N ' • . . . '. �' ..6 , e _ % j � j a.. : a' _ •� N J�C � � N •. a .. �. � • '�_� -: � a °� �..• a. 4.'. t ;: f. `: b ,d • .: J..'! •v a. ' by q,� ' .. ea• PROP. TYPE" '''z N � :, :'.:- _, � + • , e ez a'd' � • ..... 2'0 "B" WCR � p 2p ° • '. •. .. ' a • • � a "• , .. � • .. a • :ZZa ,Ze ��• �g PRO B^ W R '72; N No N .�— .. � �y W ,� 61 / �N �N N� , Ory ti'a`� N°� N<P Z 6+00 7+00 8+00 �J+Op 10+00 � N '• .� •'. d .• . . .' wNg4^'6°N�° ROP. RELOCATE SIGN '.a'_ ,0° �o - d � ..o� . ;a ,�0� aZ3 00 . Na:•; °' `^'`F ��ro ,p .�o e �� ..• . � .- �•. ..• .. ti? J8 N NB ♦ •`NOQN'�. a•d13., �� Z�N-h.9�N j N Nry yy' , Q . W •fir ° N N •1 4 .. : • .: •. a 1 • .1 _ p� rZ " _ ,•. ,i •.a. � �'! .NOry^'.,' J2' �NR^ 2`i5, b� � • 2aJ "'" 254, ....,'Yn , 3 c d � r a. ,. < c� N r22a tN o^ j // / +Dory , o„ �i j/ .No^ . ,z a. N z3z+ � G PROP. TYPE .ry' � / � � j � j zea // _ cas--«�9 ^B"WCR ry9 � �/ ry � �/ /% v �^ v � i � h• N � :e. N • � '�' EXIST. CHAINLINK FENCE � �� ,� " N d // // R � � a2as. ' �e . . �e. Nd` _ _ — — _ _ TAN9 • — — — — _ — _ — _ — _ — _� — — �h!Y rZ9a"j 'Ya7? .N � 77e /.'�' — _ NOT FND. a. � a °9 FND. 1" I.R. NOT FND. ' ,o � FND. 1Yi' I.R:.0.5 �I ��'�,y9.'N'�... .:.+N°o' :••+3p3 :' �� SW OF INTX:.... 'I I ,N9 r3Po � BLOCK 292 OF W. ROW S. KANSAS o I � & S. ROW E. "H" ST. o' W W � � Xo � � � < X � m < a < W m _ ~ O O O 4' � � mm �H m � Q M N M .^- Q m~ �� 1-. � J H 1- 1- F= F H F t � 1= 1= CJ 1= to (n N u! V! u! (A f/1 N N N X X X X X X X X X JCS X p W W W W W W W W W W W (/) BLOCK 280 �^ �) bF' 4i� ,y^� 'Y^� �� M I� I .... o`' to• N I — NOT.FNO'. ND - — — — — — — OD FENCE �k, ROW •_ — ��' � T ry i NO F — — — — � � EXIST. WO _„—„_" —.I� � .`� — — — — — �, ry EXIST. TREELINE $ :.' � ��, C7 °.� . '. h°' ,..L�,+�^"' ^° ° .... .d y13.5a f � ' '!dry :. b• .. .. , 6 �� , ry ,ry � ��I � ..d... � - • .. � .. ., 4 . 1 • - � P/e. �. 4ory. N A a, ' :�.: •.t 6 '. ice• } <• iAv A• :A9, t '<+' • PROP. TYPE 1 � Dry N^� .. . • ., O; .. : • �. •--� N° N .. • "B"WCR N f .... .� e+'M .. - ®; °. n� • � � .e �N ,^ 3'�' (OVERSIZED ff `� v°A �. z .3J f '�� "+'� 9� N� ' �'v I 1 Ci' = 11+00 ... 12+00 13+00 � ` � `' ,I,N° N 'N , ._ G '? ' •' � • .J . �•"y Igey N° i13;57 + yo ",,� �� ,b° ,y. -f- �-I- "`� -I- -I- " + � + 'I- + a-i- + + + -f- + + 'I' + + T 1 "+N ROW a • "Ny'� .•d. �'��' Yn — — — — NOT FN� �, �' �,70" 1 �I � �� //\\ \\ ��• I � " 0 ,� �� ,OG ,I � G� ry 9� yG F 14+80 N W �� _ /"I I"\ S 0 4o eo u— iF=� SCALE: 1 - ��0 RIGHT—OF—WAY PROPERtt LINES — — EDR (ASPHAL'h EnR (ur,�smNE) EDR (DIRq — EDR (CONCREI� FOR (GONG. CURB) FOR (SHELL) FOR (GRAVEL) — FENCES FlL7ER FABRIC FNC —FIF—F/F—FIF—FIF BARBED WIRE FNC -x—x—x—x—x WOOD FNC -n—n—n—x—a—u— CHAINUNK FNC -o—o—o—O—o—o— PIPE FNC -❑-0—�—❑-0—p— DRAINAGE CNP _-----------_ RCP _-----------_ C.L DRCH _...—...—...—...—...—...—...—...—..._ TDB DffE LRlE UTILITIES CAS UNES — cas— cas— cas— cas— WAIER UNE ___—__—__—__—__—__—__—__—___ SBC L87E — sac — sec — sac — ssc — 5ANRARYSEWER _-----------_ LANDSCAPING 7REE o TREE DRIP UNE O � 'S�P�E OF T eX�s`,�� .• i* •.*�I i*•. �* j r..................... � RODNEY LEE SLATON j q.• 90298 j c�7�v'°� The seal ppearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �� I- l �d '�` � i s'�! �4 %�i��!�% "��`�✓ �� ♦ ♦�� ►��♦ ♦�� oF. L ,, V 1 1 i V r Lf1 II`� V IZ I C DWN: JR _ '��'., PLANNING DEPT.ENGI�I =ERING DIV. CK'D: RM 604 W. FAIRMON" PKWY. *� LA PORTE. TEXA: �, 77571 281-471-5020; FAX: 2F1-470-5005 APP'D: RLS Scale: 1 "=20' EAST "H" STREE''" Date: SIDEWALK IMPROVEN°'ENTS JULY, 2D10 Project No.: 2010-4503 STA. 5+93 TO SHEET: END OR PROJEC � 3 of 6 0 0 � O r7 � � J I- O O � � Z N z � >--� O -I {.' � Z � � � � � •� O Lil � O O � Y � � � � Z � U Q to O d � } H U Z W W Z Z W f-- W z Z Z Q J O ��t r• O �� a� �t z Q N �� LL � N j O O > � �, a �' o Q d. Cfl J N 6,��•. •F, .tii�d �v�,�: : 5: o� • 2�d Or- .W.w W J •�• � •� �4o.esi�®�' �y, �e f; ��: �� ' �� c" �. �� —�>s 1 £ 3 '�J-, tf j r„ �� V! Z u\..i 5w �/// LL w 0 Z � O E- � w� J OQ �� w 0 EXPANSION JOINT �..L..�..�..�..-..� w' �< Q� >� EXISTING SIDEWALK 0.5' RAD. 3.0' MIN. (TYP.) 0.16' m�� I/4" /FT SLOPE f .a • Q- 0.125' TYP. • - �- 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 OF SIDEWALK I.0' NOT TO SCALE PROP. EXPANSION JOINT @ R.O.W. OR AS DIRECTED BY THE ENGINEER 1:83' DOWELS - BRICK STYLE IMPRINTED CONCRETE AND DYED BURNT RED V• \� ' W V• W W Y (GRASS) �' W W PROP. CURB EXPANSION JOINT " W W ; (TYP.) W ... W V• `� W W W .I FROM ROW INTO HOMEOWNERS ROPERTY). EXPANSION JOINT °°- EXISTING I.a3' SIDEWALK L 0.16' PROP. EXPANSION JOINT @SIDEWALK FROM R.O.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° O.C.E.W. TIE-IN TO THE EXIST. STREET PVM'T SHALL BE DONE BY DOWELING IN 6" INTO @ 18" O.C. A� 18� �' EXIST. BACK OF CURB .`$. d� h' I. L� . M L `• 4 .. . . Y .\ .. .\Y L . YL . 6°.r \ \ ' L � `: R � .�'-0 y 'L �� L Y . '•Y. L \ �.L` L.L. � \ ` • L. \• �L L" A PROP. SAW CUT FULL DEPTH DRIVEWAY REPLACEMENT DETAIL - NOT TO SCALE �" RISE -�L'` ••" CONCRE� ROAD r DRIVEW SECTION A -A NOT TO SCALE -� Y L �4° - n e .. , .. a •. �. .L k - n N REDWOOD EXPANSION JOINT (TYPICAL) W V' W W W�W 06' 7Y� 7.0' MIN. 8.0' MAX EXISTING 6" �� CONC. CURB NOT TO SCALE TYPE "B" RAMP NOT TO SCALE 3/8° BITUMINOUS JOINT SEALER r- EXIST. CONC. DOWELS (SEE DETAIL) 0 JOINT CONSTRUCTION R.O.W. (SEE DETAIL) �VARIES�3.0'jl � 6" (TYP.) (TYP.) ll (TYP.) a ��. � W W V• V. a W W Y I .Y y W C Z i'� V. W W O . �lW <7 W y U,: � y V• � � y V• W �.a1:50. �WyWWWW W W y� r• (p W�V• W � y V•vV' r ( y W W W V• V W W W .y .y � �WWy� y V' i y W 8.0' W .y .y r.. V• W/ % ' 4 7 4 4 S �,. CONC. s � 1:12 J. s -- (o SIDEWALK DOWELS #4 BAR, 24" O.C. _ _ OR #3 BAR, 18" 0. C. (TYP.) � ,� ,� W V• W W W W W W W W W W W W W W W W W W W W W W W V (GRASS) Y W W W W W J\J` W W W W W W W W W W /\ W W y W W W W y W W W W� _`�� _� VARIES W/RADIUS (CURB TAPER &SLOPED SIDEWALK) (TYP.) EXIST. CONC. DOWEL-� -�� e e ..E < ' KEYED JOINT CONSTRUCTION JOINT NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER r EXIST. CONC. EXIST. CONC. IEL DOWEL �. =I/4' R. .. a ° a . . • .... a- 'a� � _ - CONTRACTION JOINT NOT TO SCALE NOTES: 1. FINISHED SURFACE OF WHEEL CHAIR RAMP TO BE STAMPED WITH BRICK PATTERN, CONTRACTOR SHALL MAKE ADJUSTMENTS TO RAMPS TO FIT LOCAL CONDITION. 2. ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL WHEEL CHAIR RAMPS ARE POURED. 3. CURB RETURN RADII GREATER THAN 23' REQUIRE CURVILINEAR SIDEWALK. 4. HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER. 4° .n• 'e :-. n EXIST. CONC. DOWEL TYPE "G" WHEELCHAIR RAMP N,T,S, I /4° R. (TYP. ) I/2° DIA. x 14° LG. SMOOTH DOWEL AT 10° C/C. PAINT AND GREASE THIS F' R10.0' 6" CURB (DIMINISH TO 0" AT CONSTRUCTION JOINT) NOTES 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 'HALL PERFORM ALL NECESSARY EARTHWORK FlWNG AND SHAPING TO ACCOMPLISH POSITIVE DRAIN,' GE 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 BAR' � TO CONFORM TO ASTM A-615 GRADE 40. 4. CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. 5. STRIP VEGETA710N AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3'. 6. PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FlLL MATERIAL, IF ':SQUIRED, SHALL BE PLACED IN 6' LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT �1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. SUBGRADE SHALL BE UNIFORM A`ID SHALL NOT BEMORE THAN 0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPRCJED ROLLER. NOTIFY ENGINEER 25 HOURS PRIOR TO PROOFROLUNG. 7. SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETE-'IOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OP7IMUM MOISTURE IN ACCORDANCE ^4TH ASTM D698. 8. CITY OF LA PORTS PLANNING DEP. SHALL BE NOTIFlED 48 HRS. PRIOR TO CONP 'RUC110N AT 281-471-5020. 9. CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOUI �N AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER 713-223-4567. 10. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CIT OF LA PORTS CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTIOW WATER METERS MAY BE OBTAINED AT CITY HALL. 11. 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 PORTS SHALL SELECT A GEOTECHNICAL FlRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 4NY COST INCURRED DUE TO FAILED TEST. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRIC.>DES AND WARNING DEVICES. 15. EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN 01 THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ,LL SIDEWLAKS INTERSECT WITH EXISTING DRIVES ROADS AND AT SAW CUTS UNLESS OTHERWIS = DIRECTED BY THE OWNER. 16. FlNISHED SURFACE OF WHEEL CHAIR RAMP IS TO BE DYED WITH BURNT RED CC=_ORED DYE STAMPED WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A B�:OOM FlNISH TO PREVENT SUPPING. 17. THE LOCATION OF THE WHEEL CHAIR RAMPS MAY BE SHIFTED FROM THE PROP�'SED LOCATION ON THE PLANS BY OWNER IN THE OWNER'S OPINION A CHANGE IS NECESSARY. 18. WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE E` STING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWELL AND GROUT EXISTING PAVEMENT. �0 NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. 19. USED CREOSOTE CROSS -TIE IF REQUIRED SHALL BE IN GOOD CONDITION & HEC' � IN PLACE WITH A MINIMUM OF TWO #4 REBAR. 20. GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD SHAU_ BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES TART AN ACCEPTh3LE ROUTH HAS BEEN ATTAINED. 21. WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH T 'E MANUFACTURER'S RECOMENDATION. 22. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FlTTED WITH 12" DOWELS OR -EBAR WITH PLASTIC SLEEVE OR TAPED SUP END. 4" TO 6" TO BE EMBEDED IN EXISTING CONCRE`'= WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT 18" O.C.) PROP. SAW CUT � EXIST. B.O.C. PVM'T FULL DEPTH-� . ,.. . , r a C 33' . n . e 0.5' �. 4 .. � PROP. EXPANSION JOINTS AT ALL PLACES RAMP ABUTS EXISTING PAVEMENT OR SIDEWALK SECTION A -A CONC. THIS SECTION IS TYPICAL OF ALL RAMPS AND AT EXISTING DRIVEWAYS NOT TO SCALE '`- #3 AT 18" E.W. (TYP. ), EXPANSION CAP #4 AT 24° E.W. 1" REDWOOD EXPANSION JOINT MATERIAL OR %4" PREMOLDED BITUMINOUS IMPRENATED FELT MATERIAL. EXPANSION JOINT NOT TO SCALE e y"cP�E of rFk"a�fle s p p � RODNEY LEE �SLATON ...:..... sazsa .....:... d �6� o,�; :QFGISTERF:�'\�,F`oA a 0 9gss/ONAL.ENaG',m� The seal gearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �--ati- le PROP. EXPANSION JOINT CITY OF LA F�'ORTE Dom' JR PLANNING DEPT.ENGINI=:ERING DIV. CK'D: 604 W. FAIRMONT PKWY. RM LA PORTS. TEXAS 77571 281-471-5020; FAX: 281-470-5005 APP'D: RLS Scale: N.T.S EAST "H" STREE f Date: DULY, 2010 SIDEWALK IMPROVE��9ENTS Project No.: 2010-4503 SIDEWALK DETA11._S SHEET: 6 of 6