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Home My WebLink About03-4401 HEAD START SIDEWALK IMPVW W z m _ __ � o =- - o ¢ `-' x� � _ Z_ �' .z � � d . a � '. Z a m � ' _ a ❑ E O � i o ' � a ¢ - a SHEET I N DEX i � N.T.S. � - - - - - - - - /�'� i s o z ' �5 _ a o �«��«�� .-.:.:. .:::::::::-. � � rn I. o NORtH 'P' - z �-::::::....:.:.:.:.:.:-:-: - - - - - - - - - - - DEER PARK __ � :_;:_>::�_=s;�;�:_::;:- :>=:-:_-->._ ::._._-_.-.:�::.; .: . I` - -� -- NORRi 1' Si. ? -- N e MORGAN'S POINT NOfitH 'H' Si. eaReouR s cur e�w. 0 t �• a m ----------- - -- Z i' AIR RT �, _ � ..:. J � � O w f0 = ¢ $ � a � 3 QW � Q 0.i o Z m � � s W � S o _ _ __ W Z � � Q� H m x z � '. N � w. t' sr. � Yeti.. - ' a W i i m 6 O_ � P A ". � = ga e o lEX AS � �¢ � - v� a 8 �., H � N��p; a d I t � � wEEw+s GALE STON f ' ��a�� . ._ -- .. cOABE RD __ _ . __ _ M AYO R Norman M�[one PROJECT :LOCATIONS ® sHOREACREs `� ; i � COUNCIL. �° SHEET- SHEET TITLE:• N.G. 1 COVER SHEET 2 P ROJ E.GT LOCATIONS 3 PROPOSED SIDEWALK ii ii . Ts T. W. H T. TO S tS S S. B ROA D WAY LTERN E B �, A AT 4 PROPOSED 150 L.F. SIDEWALK FROM S. 2ND ST. & E. MAIN ST. SO VTH ALTERNATE C 5 DETAILS Mich�e[ Mosteit Ch�r[ie Young � Chuck En e[ken Bruce Meismer LOCATION MAP � Nottoscale How�r� Ebow Peter Gri�ths Barr Be�s[e � Y Y APPROVED BY: DATE: Z �' < Nick Finan _ � � �em�ppR� I ERIM PLANNING DIRECTOR - CITY MANAGER � ��o�p a . °�� ap F�HlRRY B IA_IV_W � � G� Debra Fe�ze[le � �...,... �s /�-o; /532� rc�j a� 4 ';. j ,�s0s `��`s�, 2003-440 ,.: � . _ __ _ �f ,- — ��i,.:��?�1f0/ St1EET I OF5 - i I' � w � z WM z N W � N w � =m �i � o z �z q� a o z_ ��nn m Q o¢ � � a8 o � � I, I � �� !. w z_ [�]• N � `t' wa ¢ _� � �, z � z� m - =Q - 00 W a¢ (� o �7/ � N � U C I[S-.il O ��aN� 'I � � SPENCER HIGHWAY (WEST MAIN STREET) —o E4C(� o � ,2 27 F RK �T � ' 3 7 �_ _ �(',�£ R CK C � S o t 1 , 0 13 i 14 /� T . � � T 5 • 6 �CC� N S% CT � 31 36 � 9 27 26D 9 • 29 7 �- 6 8 30 35 g 23 9 10 • 28 D ,2 22 � 8 • 11 • 27 29 25 24 VALLEY— .. 15 17 • 10 25 29 28 � 23 - C 8 G 2, 14 • 27 ,� 20 22 2 13 • � • 22 2, 7 • N:T.S. 18 23 ,5 26 19 6 ` ,9 2, FAIRMONT PARK • 24 25 • ,6 17 18 5 26 32 39 � _ 18 27 � 17 ,6 ,5 17 4 35 23 • � _ � 18 13 14 30 3, 38 • � 24 • 33 34 •4, 22 36 37 40 46 24 42 47 z 2, . 44 39 Q 43 39 FAIRMONT PARKWAY 1 i • 3 16 12 11 ,S 2 15 - $� s _ , o SPENCER f IIGi 1WAY • 8 6 4 1 RY �. s - Js 3 2 9 1 6 �- 6 4 GLEN MEADOWS APPLEWOOD DR. ¢o � � � ------_. 1=A1 RI�I O IV I PARK 1=A1 RI�I ONL PARK - FA1 RI�I O NT PARK WEST CENTRAL a c��n�r,Go u�niv 63 62 6, 411 � 1�h \ / � 1a� � ,�g2 52 53 54 58 59 60 �96 9 � 5 4 . 7• 6 2 2 I ,�g'i • �9� 1 45 44 43 42 41 40 39 38 37 � / 2p� ,� ,Lp2 3 3 1 I S ¢ 2p1 28 29 30 3, 32 33 34 35 36 200 _ -- .�_..__. _ � Z�� ---- :._ CREEKMONT 21a SHADY RIVER 21 20 ,9 ,8 17 16 15 14 13 220 Z�9 / 22y i 22� zy3 0 EO W N O F LA PORTS. BROOKGLEN EAS 1 WEST BARBOUR'S CUT BLVD. 335 334 333 332 331 330 329 328 327 436 437 438 4 9 100 101 102 ,03 104 105 106 107 108 435 434 433 432 _ 93 92 91 90 89 88 87 86 85 Z 418 4�9 420 42, � 414 76 77 ' '78 79 80 81 82 83 84 4,7 4,6 415 10 4 ® 4 A61�€1�R� D T 10- 8 69 68 67 66 65 64 55 56 57 DRAWN: J.R. CHECKED: B.S. APPROVED: R.C. �� REVISIONS NO. REVISION /ISSUE- DATE 0 ORIGINAL ISSUE 01/04 2004 CITYWIDE SIDEWALK IMPROVEMENT C.00ATI O NS PROJECT: SHEET: 2003-4401 DATE:. O � �04 � O SCALE: N.T.S. ■ ___ t �� .. 4 --_ __ _ . CITY OF __.5. BRUADWAY _ .�_ . _ - -- -- - ��'�� LA PORT E ___ _ ._--:.-.�_ . ,. r • - °� �aNc: n a ��' SCALE: 1" = 20' s,v ,�' ssc �FTi U/G �: _ :?,�,= - : b` _ PR(II'ERTr LIHE _ � stall _ cr+oLn> O� � A T GENERAL NOTES: � / x� � °-a 1. CONCRETE FOR SIDEWALKS SHALL ATTAIN 3000 PSf @ 28 DAYS. >a ��- � I', � -� � � ' 2. DRIVEWAY CONCRETE $HALL ATTAIN 3000 PSI @ 28 DAYS . � AOIIR, 7 . U rn _. WN �. .- o Z a � 3. CORRUGATED PLASTIC PIPE (CPP) SHALL BE ADS N-12 PROLINK ULTRA OR EQUAL (BY CLP). DEER PARK a g 4. BACKFILL OF OPEN DITCH SHALL BE COMPACTED.TO A 95 %DENSITY (BY CLP). � MPaN .S � • �a' � B. � 5. CITY OF LA PORTS PLANNING DEPARTMENT SHALL BE CONTACTED 48 HOURS PRIOR TO "�` � � °° x ( i g TEXAS �' - _- �, COMMENCING_WORK. (28�-471-5020) �� ,P., �� ' 6. UTILITY LOCATES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. � � K d ® � • 7. INLETS SHALL BE E-INLETS (BY CLP). � � � 8. PIPE BACKFILL SHALL BE COMPACTED GS 300 OR CEMENT SAND MIX 100 PSI @ 48 HOURS (BY CLP). a oA BATON 604 W. FAIRMONT PKWY. 9: SIDEWALK SUBGRADE -GRASS SHALL BE REMOVED AND SUBGRADE PROOF ROLLED, ANY � $ LA PORTS. TEXAS SOFT SPOTS SHALL BE EXCAVATED AND REPLACED WITH SUITABLE MATERIAL APPROVED � � PRaECT `� LL Y BY THE CITY OF LA PORTS. a s LocnnoN ' ; � � 10. BARRICADES &SAFETY DEVICES AND ALL NECESSARY TRAFFIC CONTROL SHALL BE THE x��` � x , W N RESPONSIBILITY OF THE CONTRACTOR. �� DEPARTMENT • a Z • 11. SIDEWALK EXPANSION. JOINTS SHALL BE PLACED AT THE EXISTING PAVEMENTS AND sH°REACRE9 ENGINEERING w Z N I. �� _. _ o-� as � OTHERWISE SPACED ON 30' INTERVALS. I� DIVISION m � � _ -- - : , _- - 12. SIDEWALK CONSTRUCTION JOINTS ON 6 INTERVALS. -- � . ' _ o m �: / ',- � '-: �'•- -- 13. SIDEWALK STEEL REINFORCEMENT SHALL BE #3 RE -BAR @ 18" CENTERS OR #4 @ 24" CENTERS. SURVEY OFFICE; - z � z � -: --;' 14. STRIP SOD DISTURBED AREAS WITH ST. AUGUSTINE OR MATCH EXISTING GRASS SPECIES -FERTILIZER Z a �- c�N� -` sTEAM-A- TO BE A 13-13-13 MIXTURE. -- LOCATION MAP >- _ ___ _ E _ = 15. SIDEWALKS TO BE CONSTRUCTED TO THE AMERICAN DISABILITY ACT STANDARDS.. Natto�(e � � � � -•� e. 16. DRIVEWAY STEEL REINFORCEMENT SHALL BE #4 @ 18"-0N CENTERS. � _ a - _ Q U � ,�- n x �� y�P�E OF •��,) am �� vQi, I +o-,�, � N p - �.�'y _ � - - A .k ram, �27 ti � �i'� ..-- / NH ta.Os - a z � � II RY DRIAN L �,c .,�. i � t �; , . - o ...---- ,� Tc . ,p �U i. Y K 'rT•�' ti ,6 � --_. _... ^ ��ti°' - C V WICKHERRYS - �. i� Pay/;r•�1 / : r: 5 -. ° - .e .: +•�a . ` 7� V1 - :.� - �' TOTAL PROPOSED -. - • Er // .. a -•. _ �_ - � - , -_ :, --.- - - -- - 4' CONC. SIDEWALK .`+ A . .. _.. T _-- a -- .�, _ _ //�,(✓' ..--.•, :., = 341,.9 LF DRAwN:. R.J.S. - ' h •. i f _ - • � a - • e. a . , � CHECKED: G.R.M. x -- - � z •-" � °- - BIG JOE'S APPROVED: -G.R.M. - - p � ` 'b .. �� : _ a a ,, a a-=: ; -_ YOUTH CENTER �. - ¢- ,"� ..�.. •; � -. - �- 999 S. 1st ST. I � a• --_---•: - a -_ z •• n o a ¢ _ � .. � _�4- a HEAD START - � -_ '-a�4i _ - - _ 92�S.1StST. � -- y. , - -tl- REVISIONS ---- ,. - _ � z � -- •• _ � -..- s -• _; ° ,_. - -•a • =4- a--'_ .. -1• PROPOSED 196.3 LF PROP.sAwcur -a > �- _ - - , - - _� =: . - NO. REVISION /ISSUE DATE � w - • "..:• • -. - :.:; • ,• _ 18" CPP 0.19°/D ; -�°-" - :. d -- _ o- - -a :. - •'•4 .• _-a x -• _ • a A - - �CONC. @ _ . - _ _ -PARKING LOT •_ ( ) - p� ` `-• � - �� 0 ORIGINAL ISSUE. 11/03 � ��-� v� -a.. - �:-"tea _ . £ BY OTHERS PRDP.sAw _ - - - _ ti - - -'' - - = a+• -' - - - curoF • - � rc . CONC. - : e ' `-r n'.-'. x • _ .� � � d f Y f _..-' ..+ : -° + - .; a : _ _ _ -- -e :- RE.ovESRESETHEwPme °RrvEwAr a-" _ W �- • _ o_ - _ 1 REVISION ISSUE 12/O3 W O Yi LL .- - _.aS • -! BACKFlLL TO BOTTOM OF - dr-• � • - � .. • •- •Lf _ -- �' Q. 0= ¢ � P POSED -t JQ _ ed-• _ - _ PAYEMERrwiosw° - � • -. a � 4- . - - ' PARKING LOT ,..d- �� .-o�.` :- .- �a-.: '. a� a ... E"750 m 2 _ - _ -� •• � (BY OTHER=) PROPOSm vM ♦ .t - G - - - 'e - _ T - -y - - • • Z W ♦ � r� mGi e� _ -- '9 a• .t- _ te�RCP _ Z� �a, -d •_i- y.- _ > - �I C,� •Q .•A �. •'�• A- Cp ADAPTER p- _. • •1�0. -!. •A.- ..S 1 t•-a..�v�rc - ,/ PROPOSED •.:�_��, � 'y E-1 I . � �. �. jA. Ci'. •F 1 _ I •� - .e • ♦ COLLAR - �!,-.,q�` .ye i �,• tl - SIGN I. Aq;:. _ ,y N S~ •''.4` - •••.1 • • -: �p"�J • • � ! ys INLET (DY OniERSi ". `T - -' d • _ i. - • 1 '1. y� �: _ . •_• C �- .' j �� O U " (BY OTHERSI - - • -a• i�a � PROPERTY LDVE p OPOS 3 - " ELECT PROPERTY LINE - . O H E—� - 18'RCP h � n' ro POS q - - - N V1 V (lei � I ADA Td - 9 °a � I C O Q. co ti � � a a (ev THo'�ER y (Br oTHERs - • • -•. �— q _ 'r d OTHER h y e �• �, p !I' W LSV M � P SED _ A- -. - _ -. Q � • q�.i _ _ •. � A ��y - f �� .,.__.... � q �- • wnN'r oP S GNq, ,� PRO �,P - ,� q{� PRO O ED 65.7 LF - � � ¢b � .' s � � As A As FULL DEPTH PROPOSED SIDEWALK S "7A0 __... —_ •7.33 S IE" H �®7 .7.oa s �.gs ' N gs s. >E.csE 6" MIN. SAW CUT x`°� / x'°�A � x'� _i - � EPDXY EXPANSION CONTROL SLEEVE _ // - S._TST STREET_ __ _ -EXIST. - - - .�.' OP. � st STRE�E,CT �/ , �-�:.� = .- - • � � _ & w. „H,, ST. To NC MAR (ASP��60� RHO-.� J � - - __- •-.GONG. - .: - NEW'CONC. -. ,e _ _ _ , - - s�DEw�LKnED7 ASSUMED EL =10.54 - REMOVE EXISTING RCP TO CATCH BASIN - � - #3@18"CC OR S. B ROA D WAY - � To EwsnxD smEEr - (BY OTHERS) TO IAATCH PAVEMENT #R a�Z4"CC / E��ON OFS. is� / • CONSTRUCTION JOINT DETAIL ALTERNATE A CDISTIIRBED N.T.S. . �', �_ f PROJECT: SHEET: f . REMOVE &REPLACE 20 SO. YDS. DRNEWAY APPROACH 2003-4401 DATE: U 1 �C�4 � O I _ -- r SCALE _ —_ _ _ _ _ _- _ "$ - _ 1"=20' I_ I' � I�` I` i �' i . I I . I I I Z •, /W z N i W � N w a¢ i _� z �z � i .�. z G I . V • a w; z � m "e w E! _o a o 8 �� s a �i II .I (.. I� �I W WW z 1 Z N w 11�� a w � _� �z � z� W �m s 3 wo E � o� g �� NFU �{ �� a � a v __ r____--- �: - _ _ I� - i =WATER CUT-OFF ' _ � • - q .. ° - j- =CHAIN LINK FENCE - d =SIGN -- d � -a � =PROPOSED ELEVATION - p 4, - 4° - - -- _. _. _ _ .: ❑LD .CITY HAL E.J.=EDc IOI E OF NT ° _ --- - _ .-p �. a - �-� - MATCH EXISTING. -- - - F=11.84 o-� .__ _ SIDEWALK ELEVATION Z '-�',� - • d _ CROSS -SLOPE AS PER � - ° p ° ° v d ° ADA SPECIFICATIONS EE NOTE #10 SEE NOTE #I SEE DETAIL, #2 , p -_ _ - B�DG G-- r � LANDSCAPE PDRC LANDSCAPE - - - FF=10.69 SEE NOTE #10 � � � B E D � r � SEE NOTE #10 aso :- .eI SC/�iLE. 1 " = 10' W d - .- - _°--- _ SEE NOTE#1 0 o FF=9J7 � x � -- - p d SEE DETAIL # � o SEE NOTE #I z 3 a PP �tIY a SEE DETAIL # _ W r 3 0 o z - � _ rQ a a � � 3 .o "' � PROP. SIGN � � - � p ° p 3c�i S- �h a 'j• ,g OD EN E TA.G. o� m LOCATION '� o: � ° - p - - - - _ --� � � _ a • •n_, r.' _ -,� � _ - j-_ 'a- _ - .- .61. - DIVE p1 ,dry �I Z.0' �� Xh CONC. SIDEWALK - - p - - _ _ 1. 9 q O .L yo � Q MCR - ° 'v°�.0�-' •a! - �xi - �. A - - -- i �Y. ` a"_ < � • �4. 'Iwo-�.--E.J:<' : .� t + � - - � - . - - pd : :e:' � - DOSED CONC • SIDEW ,)_�,-. - `- ' •" 1 .. � qs.: ' -a, _ y _ � _-6.0' - � . - - a i ° - - p '- -' " - - " 4• < , :� - a$ - � ° `..' -9.51• Iv10• RLA E - - a 9.a9 - 9.66 . • - - - - � _ cv - m - - ° - - - - p - - - a - - c d. -a - - c - - • .� ClJ -� - - - - - 0_ :d- -� - ULLDEfiTH) '• ° a - v- - � - o. - , p : a - ° ° -a - - - - - - � - p• � �--'• -�I . --W � ti °- � - d - p pa °- - _ -I. p - • � � d- O� " _ �1J . (d _ -- -� - - - n - a -- B � NCf� d - //�� .Ij-i�� N (/�� - T,� � /,/ (j�� 1 //��Va °-' ° ° . - G-f•GO _ d � fl d .I..$ ° - ° a .--r H � tr� LyJ � 1 G - -I a p� - ° - - d. - - - - C - 1 I � I 1- 11- 7 � Lt � V E r �01_ I 1- I- ° . - 4 , - - -p - -° � ° p - ° - p - - - - - 'p - F- CU - �, Z � W 0_ - - 4 - - p a - - - - ° . - • - - a - ° - - .. - - - p - - -• - d .. • • ° ° .. � SE DETAIL, #2 - o 08 � w - Ci � zp° � - - ° - ' d -: - p - - - ° - e T ,T p - - - - - ° - - -: .z o . ° • W ° � -�- � � p - RELOCATE SIGN - p d - c _ � ° ° ° �- -caNc- E.. p p - ® � W 1�.! i - - - ° . p�/ �a0.]� ° a - p - - - LO,a7 - °tl• . a - - • a' ° -° a- • -. .. -• /� .-.. p .. GENERAL NOTES: ° _ �' � - _ 'REMOVE -BRICK _ • - -� ` a ° a _ :. - - - d - _ p - 1.CONCRETE FOR SIDEWALKS SHALL ATTAIN 3000 PSI @ 28 DAYS. A °_' - - & SALVAGE' - a -• d - - ° - • • ' 4 - a = p - p - d -_ _ p X - - 2. DRIVEWAY CONCRETE SHALL ATTAIN; 3000 PSI @ 28 DAYS . - -- � - - d p ° - ° BRICK TO - - � - . - - - p a d - ° a : - - - c - ° - -_ _--5.21�-ST_ R��T ---° 3. CITY OF LA PORTS PLANNING DEPARTMENT SHALL BE CONTACTED 48 HOURS PRIOR TO BECOME+ - - _ °d ° •- • a°- � p - a a � ° - ° a COMMENCING WORK. (281�71-5020) PROPERTY OF � - - - - ° - p - • - _ - _ - � - 4- UTILITY LOCATES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. � � - -' ° . - ° - �°= - ° d' - - . 5. BARRICADES &SAFETY• DEVICES AND ALL NECESSARY TRAFFIC CONTROL SHALL BE THE CITY OF LA PORTS. ° p ..- - - - - °_ - ° - - - 9 '. d ° - p - - RESPONSISILITY OFTHE CONTRACTOR.; � - p - p _ � ° - - d 6. SIDEWALK EXPANSION JOINTS SHALL BE PLACED AT 30' INTERVALS: - . - - y - 7. SIDEWALK CONTSTRUCTION JOINTS ON 6' INTERVALS. _ � p � - - - \ - q - - 8. SIDEWALi: STEEL REINFORCEMENT SHALL BE #3 P.E-SAP. @-18" CEPSTERS OP.'f4 @ 24" CEDlTEP.S: " _ [� � 77 y /� ° F1f1/A C RG (`('1AICTRI I TFfI n T F 4R FR f: Il1.CAR11 .T RT f1ARIlF - � f,7CH � �E. 1101i1LJ. � r, - 1 V' ... SlD�....LK., TO ..� ...,.........C. __ T... H_....4_..!_AN _._.._._!TY AC. - -�-- - ---. 10. U/G DRAIN PIPE TO BE REMOVED. ALL FOUR DOWNSPOUTS TO BE RE -POSITIONED TO TOP OF VERT. 11/ - 1 t SURFACE. CURB CUT-OUTS TO BE REPLACED WITHREINFORCED CONC. � OT T�T T, � � a � mJl`,I� �j 11. DRIVEWAY STEEL REINFORCEMENT SHALL BE #4 RE -BAR @ 18" CENTERS. U 1H1 (u� 1 ` • ■, ,/ 14.00 DETAIL # 1 EXPANSION JOINT CONNECTION 14.00 REDWOOD ❑R SIMILAR EPDXY 12' D047EL 13.00 --- _ _ _ _ _- _- __ - 4_F :. - .' • -. - - SLEEVE -_. _ ._. - '- - 13.00 EXIST. C❑NC.: - _ CONC. _ �=�_::-{= ":-2' BANK SAND - -- -III-III- . - 12.00 1 I I -I I!-III-1 i I -I 1. 12 00 MATCH EXISTING PROP. SLOPE SIDEWALK ELEVATION OF SIDEWALK @ 0.09% PROP. SLOPE @ 0.59% 11.00 �� ti -. - - - a� . - -�a - � � -�= �-4`�- , -= -� � ° C , -CURB --;e - - _ - - - - 9.00 --2°: - - d _ 8.00 � (6.00 OO � � � +00 U EST NE SDEWALOK@0.53% DR VE ^� h DETAIL # 2 i � _ _ _ BITUMINOUS �/ - , - FELT BLDG; •.Q -� i . MATCH EXISTING _� ��--'-- _ SIDEWALK ELEVATION �- - ' - - � s--� =- '�° - `.- a `?,;_2' B� K SAND2�:' C❑NC. SLAB-:. -: CONG ' -- -CURB - I I -I I I I i-I 1 I -I 1 I-1 11 4 2+00 11.00 10.00 9.00 8.00 604 W. FAIRMONT PKWY. LA PORTS. TEXAS PLANNING DEPARTMENT ENGINEERING DIVISION ^+o\\� �. a . �' - �` •.Si d Ilr � Y BRIpN t' 1 t' .........- .' t r'�/ -__ l !�T ; p - Orin.. dd �t� ��■ DRAWN: R.J.S. CHECKED: G.R.M. APPf�OVED: G.R.M. REVLSIONS NO. REVISION /ISSUE -DATE 0 ORIGINAL ISSUE 11/03 1 � REVISION ISSUE 12/03 PROPOSED SIDEWALK T50 LINEAR FEET S. 2ND ST& E. MAIN ST. SO VTH ALTERNATE B �.00 6.00 PROUECT: SHEET,-_ �003-4401 5.00 .DATE: 11 /03 4 O F 5 SCALE: 1 " = 10' i� i �. I . i S � w z m g "' c � W _.5 n Q � _ � '< Z �z � Z z� � �'¢ = p E Q� d � a ,. -:_ ._.__ i I _. :. i !! �' � � I z N W I�fl O '° a w y rx = m �Z � Z� o .a ((nn Y � �7 Q E � �� v� a N � I O � ��a�� (i L �� t-- 4.0' _ - - € 0.16' __ 0.125' TYP. 2% MAX SLOPE _ - _ - - - - -- - - � NOES . _ ,, IJ SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE 2° SAND BEDDING. FROM THE R.O.W. ACROSS THE 51DEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL 4° REINFORCED CONCRETE SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE 5 SACKS/ C.Y. 3000 P.S.I. 28 DAY DRAINAGE-0VER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER. WITH #3 BARS @ 18" O.C.EJ.W. OR 2.) LAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. #4 @ 24" O.C.E.W. 3J REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40 p ('� c 4.) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3".. TYI CROSS-SECTION OF SIDEWALK 5.) 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 SCALE: N.T.S. ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN 0.75"+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. - 3/8" BITUMINOUS JOINT SEA_ LER_ _.-.._: - NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING. - - ---- -- - - I-V2" 6J SANDBEDDiNG SHALL BE CLEAN BANK SAND;°FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN 1/4' R. ACCORDANCE WITH ASTM D698. __ 7). CITY OF LA PORTS PLANNING DEPT. SHALL BE NOTIFIED 48 HRS. PROP. EXPANSION JOINT @ R.O.W. DRIVEWAY SHALL BE 6" -- PRIOR TO CONSTRUCTION AT 281-471-5020 OR AS DIRECTED BY THE ENGINEER REINFORCED CONCRETE 8). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN 5 SACK 3000 P.S.I. WITH. AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 713-223-4567. EXPANSION JOINT #4 ON IS" O.C.E.W. CONTRACT) ON JOINT 9). CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTS CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER. NOT TO SCALE METERS MAY BE OBTAINED AT CITY HALL. EXPANSION JOINT 10). CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. - - - - - IL) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED a - FROM THE SITE AND DISPOSED OF. zw� � 12). THE CITY OF LA PORTS SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT wa 1.83' MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR o� SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED TEST. � EXISTING o �� EXISTING I3). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES. N �"' SIDEWALK AND WARNING DEVICES. SIDEWALK � o Ls3 � ' min 14). EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 30' OR AS SHOWN ON THE PLANS �z � OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL 0.16' OTHERWISE IDIRECTED BY/ITHE OWNERG DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS 0.5' L0' i.p� 15). FINISHED SURFACE OF WHEELCHAIR RAMP IS TO BE BRICK -STAMPED. T.0 PREVENT SLIPPING. o Ib). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION FROM R.O.W. TO BACK OF ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A CHANGE IS NECESSARY. � CURB DRIVEWAY EXIST. B.O.C. 17). WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB tom- APPROACH SHALL BE 6" PROP. SAW CUT FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXISTING PAVEMENT. ......VARIES REINFORCED CONCRETE PVM'T FULL DEPTH > N 5 SACK, 3000-P:S.1: WITH DQ NOT BREAK EXISTING. CURB. BELOW TOP OF PAVEMENT. �.- #4 oN 18• o.c.e.w. � 18). GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD TIE-IN TO THE EXIST. STREET SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN RAD. 3.0' MIN. PVM'T SHALL BE DONE BY � 0.33' ( [-YP.) DOWELIPJG iCJ b" @-18" O.C. ACCEPTABLE ROOT GROWTH HAS BEEN ATTAINED, CLE RAFFIC IS OBSTRUCTED.. MATCH EXISTING PAVEMENT THICKNESS 0 5' .- _ : - �__ - � 19). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHI T EXIST. BACK OF CURB � PROP. EXPANSION JOINT ._ ,•: •; r ' _. e" _ � .- AT ALL PLACES RAMP ABUTS _ � - .;_; EXISTING PAVEMENT OR _ '� � _ SIDEWALK PROP. SAW CUT FULL DEPTH SECTION A -A THIS SECTION IS TYPICAL OF ALL RAMPS DRIVEWAY REPLACEMENT DETAIL scALE: N.T.s. SCALE: N.T.S. 3/8" BITUMINOUS JOINT SEALER L I-v2, I/4' R. 4. T- KEYED JOINT REDWOOD EXPANSION JOINT (TYPICAL) ___ _ .. _ _ _ __ .__ _ CONSTRUCTION JOINT SCALE: N.T.S. - -- REDWOOD EXPANSION JOINT (TYPICAL} DOWELS 4.0' 3.5 3.5' 3.5'-I _ _ _ �Y DOWELS zJ BRICK STYLE o f=-3 IMPRINTED CONCRETE w � �6 � BRICK STYLE Xo REDWOOD EXPANSION JOINT (TYPICAL) o � � s IMPRINTED CONCRETE "� vJi F- , � - � � 3/4" BITUMINOUS JOINT SEALER PROP. CURB EXPANSION JOINT � � 6p I/2" DIA. x 14" LG. SMOOTH � � � I DOWEL AT IZ" C/C. PAINT AND GREASE THIS HALF EXISTING � IDEWALK DOWELS #4 BAR, 24" O.C. � N , 3° OR #3 BAR, 18" 0. C. (TYP.) 4" - 7.0' MIN. -a- - _ 8.0' MAX. PROP. CURB EXPANSION JOINT 3• (TYP.) ,_, - DOWELS (TYP.) QO� DOWELS#4 BAR, 24" O.C. � EXPANSION CAP �� OR #3 BAR, 18" O.C. (TYP.) \ #3 AT 18" E.W. (TYP.), #4 AT 24" E.W. PROP. CURB EXPANSION JOINT F-4 p. I" REDWOOD EXPANSION JOINT MATERIAL EXISTING 6" 7.0' rt�N. OR 3/4" PREMOLDED MATERIAL CONC. CURB °, � EXISTING 6" _.. coNc. CURB EXPANSION .JOINT - - SCALE: N.T.S. TYPE „A„ RAM P - TYPE „B.' RAMP... SCALE: N.T.S. SCALE: N.T.S. CITY OF --- LA PO TE 604 W. FAIRMONT PKWY. LA PORTS. TEXAS PLANNING DEPARTMENT ENGINEERING DIVISION CITY-WIDE '`SIDEWALK M('ROVEMENTS ��•�� I, � �- DRAWN BY_ J.R: CHECKED BY: _ _ B.S. APPROVED BY: D.K. REVISIONS NO. REVISION /ISSUE DATE ORIGINAL ISSUE 1/03 PROJECT: 2003-4401 S"SET: DATE: JAN 2004 � - - - HCAD MAP#: 5 O F 5 N/A _- SCALE: N.T.S. 1