HomeMy WebLinkAbout09-4502 2009 SW INFILL PHASE-2N.T.S.
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No. 2009-4502
1 • �
Alton E. Porter
COUNCIL
Mike Mosteit
Chuck Engelken
Howard Ebow
Tommy Moser
'•.• •
Louis Ribgy
Mike Clausen
John Black
Georgia A. Malone
CITY MANAGER
Ron Bottoms
y'CP.�E OF Tf,�,gs�1
�+
*: ••� :*
..RODNEY LEE SLATON
90296 . •.
h ��_ •.. _.���r
The seal tT�pearing-on'
this document was
authorized by
RODNEY LEE S!_ATON
P.E. 90298, on
�� �- �9
SHEET
NO.
SHEET TITLE
1
COVER SHEET
2
OVERALL LAYOUT &GENERAL
NOTES FOR WEST "F" STRE=T
3
W. "F" ST., PHASE II,
STA. 13+06 TO STA. 17+ 10
4
W. "F" ST., PHASE II,
STA. 17+10 TO END OF PRO, IECT
5
CAN I F F ROAD
6
NORTH 3rd STREET
FROM N. TYLER TO N. "E" Sl .
7
SIDEWALK DETAIL SHEET
<<:009-4502
SHIE:ET 1 OF 7
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........� PROP. ADD 6' OF BLO 130
•'•. _: '• _ 18'RCP, FILL-IN Ig I I ) ��
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ana__ _
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Z PROP. 136 LF 4'-WIDE 3� II �I PROP. 77 LF 4'-WIDE s 3 y „
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�--�— PHASE II
G NERA NO
NOTIFY UTILITY COMPANIES 3 DAYS PRIOR TO BEGINNING CONSTRUCTION IN VICINITY OF THEIR UNDERGROUND AND
OVERHEAD UTIDTIES. TELEPHONE NUMBERS ARE SHOWN BELOW:
CENTERPOINT ENERGY/ENTEX OR REIJANT 773-223-4567
TEXAS ONE CALL t-800-245-4545
SOUTHWESTERN BELL 713-861-9784
VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING UTILITIES, INCLUDING WATER, ARE APPROXIMATE CONTRACTOR
TO LOCATE AND PROTECT AND REPAIR AT HIS EXPENSE ANY UTILITIES AND SERVICE DNES DAMAGED BY HIS CREWS
OR THOSE OF SUBCONTRACTORS. CONTRACTOR SHALL SHORE ALL POLES WHICH IN OPINION OF UT1DiY COMPANY
REQUIRE SHORING. COST SHALL BE INCIDENTAL TO OVERALL PROJECT COST.
CONTRACTOR SHALL TAKE CARE WHEN EXCAVATING IN AREAS WHERE THERE ARE EXISTING UTILITIES. NOTIFY
OWNER/ENGINEER IMMEDIATELY UPON ENCOUNTERING UTILITIES NOT SHOWN ON DRAWINGS.
CONTRACTOR TO PLAN AND PERFORM ALL WORK�TO ALLOW FOR SAFE 7RAFFlC AT ALL TIMES DURING
CONSTRUCTION, PROVIDE AND MAINTAIN ALL NECESSARY SIGNS, FLASHERS, BARRICADES AND FLAGMEN AS PER
TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBDC TRANSPORTATION IN CONFORMANCE WITH PART VI OF THE
"TEXAS MANUAL ON UNIFORM 7RAFFlC CONTROL DEVICES' (TEXAS M.U.T.C.D. MOST RECENT EDITION) DURING
CONSTRUCTION. COST FOR THIS WORK TO BE INCLUDED IN LUMP SUM PRICE OF TRAFFlC CONTROL
ALL WORK SHALL BE CONDUCTED WITHIN THE RIGHT —OF WAY AND/OR EASEMENTS SHOWN UNLESS OTHERWISE
APPROVED BY THE OWNER AND/OR ENGINEER.
CONTRACTOR IS RESPONSIBLE FOR STAKING AND LAYOUT OF THE WORK IN ACCORDANCE WITH THE PLANS AND
FURNISHED CONTROL POINTS.
EXISTING PROPERTY CORNERS ARE NOT TO BE DISTURBED. THOSE REMOVED DURING CONSTRUCTION SHALL BE
RESET UNDER THE SUPERVISION OF A REGISTERED SURVEYOR AT NO COST TO OWNER.
EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF PROMPTLY. CITY HAS THE OPTION OF TAKING ANY SALVAGED
MATERIAL AS DEEMED NECESSARY.
CONTRACTOR SHALL ASSIST OWNER IN NOT1F1'ING BUSINESS ESTABLISHMENTS OF ANY SERVICE INTERRUPTIONS.
CONTRACTOR SHALL TAKE CARE WHEN WORKING WITHIN PERMANENT AND WORKING EASEMENTS. ALL DAMAGED
PLANTS, TREES, SHRUBBERY, FENCE AND STRUCTURES WHICH ARE TO REMAIN SHALL BE REPAIRED OR REPLACED
WITH EQUAL OR BETTER ITEM. ANY LANDSCAPE AREA DAMAGES SHALL BE REPLACED TO EQUAL OR BETTER
CONDITION.
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ALL BEDDING AND BACKFlLL SHALL BE PER DETAIL SHOWN IN THESE PLANS.
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I I I PROP.ADD 6'OF 15'RCP
PROP. ADD 6' OF � EXTENSION, RE-ROUTE
, ,
15' RCP, FlLL-IN
�, .� (BY CLP) (BENTEP LINE DRCH, FILL-IN
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WEST "F" STREET (80' R.O.W.)
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WORK ON ITEMS NOT SPECIFlCALLY CALLED OUT IN BID DOCUMENT SHALL BE INCIDENTAL TO OVERALL PROJECT
COST.
WORKING AREAS SHALL BE ONLY THOSE AREAS DESIGNATED BY OWNER. ANY ACTIVITY BEYOND THESE PREMISES IS
STRICTLY PROHIBITED. INGRESS AND EGRESS OF MEN AND EQUIPMENT SHALL BE THROUGH APPROVED EASEMENTS
ONLY. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO CONSTRUCTION.
ALL REMOVAL OF ASPHALT ROADWAYS, AS DESIGNATED BY CITY TO BE OPEN CUT SHALL BE PROPERLY SAW CUT,
AND THEN BACKFlLLED PER DETAIL SHOWN.
CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AND DISPOSAL OF THE EXISTING AND PROPOSED EXCAVATED
MATERIAL AT THIS OWN EXPENSE UNLESS OTHERWISE DIRECTED BY THE ENGINEER TO DELIVER TO A LOCATION
WITHIN ONE MILE RADIUS FREE OF CHARGE.
NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON —WORKING HOURS. ALL EXCAVATION OVER 2 FEET IN
DEPTH SHALL BE PROTECTED BY BRIGHT ORANGE SAFETY FENCING.
CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTS AT 287-477-9650 TWENTY—FOUR (24) HOURS PRIOR TO ANY
UTILITY COORDINATION REQUIRED.
ALL SIGNS REMOVED SHALL BE RESET UNLESS OTHERWISE NOTED. ANY SIGN DAMAGED SHAG BE REPLACED WITH
NEW SIGN AT NO COST TO OWNER.
ALL GRASS AREAS AFFECTED BY CONTRACTORS OPERATIONS SHALL BE LEVELED TO ORIGINAL CONDITIONS &
HYDROMULCHED.
ADJUSTMENT OF VAILE BOXES, REMOVAL OF TREES, RELOCATION OF STREET SIGNS, AND ANY OTHER ITEM NOT
SPECIFlCALLY CALLED OUT IN THE BID DOCUMENT SHALL BE INCIDENTAL TO OVERALL COST OF PROJECT.
BENCHMARK NOTES
1. ALL SHOTS GATHERED WITH GPS METHODS.
2. GPS CALIBRAl10N WAS SUCCESSFULLY CHECKED ON "LA PORTS
1952". (L.P.S.M. #1, N.G.S. — AW1275, H.C.F.C. #02181)
LOCATED AT THE LA PORTS MUNICIPAL AIRPORT.
3. DATUM USED:
A. NGS 2003 ADJUSTMENT
B. NA083(1993)
C. ADJUSTED — NAVD88
D. GEIOD03(CONUS)
E. TEXAS STATE PLANE COORDINATES —SOUTH CENTRAL 4204
FLOOD STATEMENT
THE SUBJECT PROJECT APPEARS TO LIE OUTSIDE OF THE 100—YEAR
FL000 PLAIN PLAIN IN ZONE "X", AS PER THE FLOOD INSURANCE
RATE MAP. COMMUNITY PANEL NO. 48201C0945J. DATED DUNE 18,
2007. WARNING: THIS STATEMENT IS BASED ON SCALING THE
LOCATION ON THE ABOVE REFERENCE MAP. THIS INFORMAl10N IS TO
BE USED TO DETERMINE FLOOD INSURANCE RATERS ONLY, AND IS
NOT INTENDED TO fDENTIFY SPECIFIC FLOOD CONTITIONS.
0
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PROP. 126 LF 4'-WIDE 3. PROP. 45 LF 4'-WIDE "
CONC. SIDEWALK CONC. SIDEWALK BEGIN DESIGN BASELINE, .
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LEGEND
PROPE1aY uNEs ����\\\\\
EDR y�PtE OF TfigS��l
FOR (GONG. CURB) �
!/ V ,I
Toe � RODNEY LEE SLATON �
1pE.................................. � ......... 90298 .....:...�
BnRBm WIRE rric—x—x—x—x I�'a�•.•• O .' ��i
1REE O 1itEE DPoP UNE .... � 1��_ ��\"E'♦,�c
ASPFW.T CONCRETE LW6iONE
® � � The seal ppearing on
// this document was
authorized by
GRAVEL FlLL-M � c� a RODNEY LEE SLATON
/yP.E. 90298, o^/n
1/JIDSGPE G - � � � (/
SCALE: 1"=40'
NOTE:
PHASE I: SOUTH BROADWAY �0 SOUTH 4TH STREET
PHASE 11: SOUTH 4TH STREE' TO SOUTH 7TH STREET
CITY OF LA PORTS DWN: JR
PLANNING DEPT.ENGU�IEERING DIV.
CK'D: RM
604 W. FAIRMON f PKWY.
LA PORTS. TEX�,S, 77571 APP'D: RS
281-471-5020; FAX: 231-470-5005
Scale:
2009 SIDEWALN�: '" - 40'
Date:
INFILL PROJEC'"" ocT. Zoos
Project No.:
WEST "F" STREI`i=T 2°D9-45D2
SHEET:
OVERALL LAYOI T & 2
GENERAL NOTES OF �
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(ASPHALT ROAD)
PHASE II PHASE Ii - (--- PHASE
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I I CONC. SIDEWALK wesr "F^ STREET (80' R.o.w.) CONC. SIDEWALK
I I �6+00 � 15+00 (ASPHALT ROAD) 14+00 • • . •
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PHASE I: SOUTH BROADWAY TO SOUTH 4TH STREET
PHASE II: SOUTH 4TH STREET TO SOUTH 7TH STREET
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PHASE it
BENCHMARK NOTES
1. ALL SHOTS GATHERED WITH GPS METHODS.
2. GPS CALIBRATION WAS SUCCESSFULLY CHECKED ON "LA PORTE
1952". (L.P.S.M. #1, N.G.S. — AW1275, H.C.F.C. #02181)
LOCATED AT THE LA PORTE MUNICIPAL AIRPORT.
3. DATUM USED:
A. NGS 2003 ADJUSTMENT
B. NAD83(1993)
C. ADJUSTED — NAVD88
D. GEIOD03(CONUS)
E. TEXAS STATE PLANE COORDINATES —SOUTH CENTRAL 4204
FLOOD STATEMENT
THE SUBJECT PROJECT APPEARS TO LIE OUTSIDE OF THE 100—YEAR
FLOOD PLAIN PLAIN IN ZONE "X", AS PER THE FLOOD INSURANCE
RATE MAP. COMMUNITY PANEL N0. 48201C0945J. DATED JUNE 18,
2007. WARNING: THIS STATEMENT IS BASED ON SCALING THE
LOCATION ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO
BE USED TO DETERMINE FLOOD INSURANCE RATERS ONLY, AND IS
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONTITIONS.
I
PROP. TYPE
"B" WC� (TYP.)
13+00
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BLOCK 129
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E=3237253.15 i � � i '.
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PROP. 68 LF 4'-WIDE 3'0' 3.0' PROP. 136 LF 4'-WI ��E �
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CONC. SIDEW7LK Z
12+00 -1
11+00 1� V
4,(a � :XIST. LIMESTONE PARKIN �
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1 ELEV.=16.33 1 1
1 N=13808089.30 1 1
E=3231256.99
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LEGEND ,�ti.���iy
=S�cP�E of re�'gt��
PROPERn ura6 � S �
FOR � * ,• *+,,
FOR (GONG. CURB) % *;, •••� ••••••
r..... ......... �
RCP _------_-----_ / RODNEY LEE SLATON �
c.� BRCH �....:...................../
—..._..._...—...— ♦ A. so2sa � i
BeRBEn WIRE FNc—x—x—x—x fit SS/ONAL•EN.�
7REE (� 'RtEE GRIP LINE
•'•-.. The seal gearing on
„s,,,wT CIE uw�roNE . this document was
® � j j authorized by
RODNEY LEE SLATON
P.E. 90298, on
cRnvEl riu--w � �
LANDSGIPE .
VI 1 T Ur L./y I,.''U� � C DWN: JR
PLANNING DEPT.ENGI�;EERING DIV.
CK'D: RM
604 W. FAIRMON'� PKWY.
LA PORTE. TEXA•: t, 77571
281-471-5020; FAX: 2�'1-470-5005 APP'D: RS
Scale:
2009 SIDEWALK: '�� - 20�
Date:
N F I LL PROJ ECG ocT. 2008
Project No.:
2009-4502
WEST "F" STREE::T SHEET
STA 13+06 TO STA. '17+10 3
OF
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STA. 23+43, � - • ,�� �
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END OF PROJECT, I I
STA. 23+38, I I
EL.=16.41 ��
12.O.W.
5/8' I.R. � �
ELEV. = 75.38 � -
N=13608033.29,
E=3230220.92 I ,.,y�
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(ASPHALT ROAD)
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BENCHMARK NOTES _
1. ALL SHOTS GATHERED WITH GPS METHODS. ��������i� OF � q CITY OF LA PORTS DWN: JR
LEG D
2. GPS CALIBRATION WAS SUCCESSFULLY CHECKED ON "LA PORTS + qg f
1952". (L.P.S.M. #1, N.G.S. — AW7275, H.C.F.C. #02181) r y�P••OFT.�,gS1'i � O� .._
PROPERTY TlN6 „ -• � 1 -7 PLANNING DEPT.ENGII`IEERING DIV.
LOCATED AT THE LA PORTS MUNICIPAL AIRPORT. TpR r vl-;' '•. �c �� v m CK'D: RM
A. NGS 2003 ADJUSTMENT Ttcp � —� —�— �_ � � ARODNEY lEE SIATON*1 281� POORTOE � Llr PKUVY.
3. DATUM USED: FOR (coNTz cuRO) �..:. ......... •...♦ 604 W. FAIRMON
. ...
B. NAD83 1993 w- T>� ♦ so296 � ,-� 3, 77571
C. ADJUSTED > NAVD88 me __ �t � ., o,. w�i 31-470-5005 APP'D: RS
NOTE. DE. TEXASOSTATEUPLANE COORDINATES —SOUTH CENTRAL 4204 roR,vmm wu+E tNc—x—x—x—x +„�1,;SS/ONAL ��."�' Scale•
PHASE I: SOUTH BROADWAY TO SOUTH 4TH STREET >� o ,R�T,�PT�E � -�-��� 2009 SIDEWAL��:
The seal appearing on Date:
PHASE II: SOUTH 4TH STREET TO SOUTH 7TH STREET FL°°° STATEMENT ,�,�T-T ..., pNESiONE , , , ti71S document Was INFILL PROJEC'''' OCT. 2008
THE SUBJECT PROJECT APPEARS TO LIE OUTSIDE OF THE 100—YEAR ® � j/ authorized by
FLOOD PLAIN PLAIN IN ZONE "X", AS PER THE FLOOD INSURANCE RODNEY LEE SLATON Project No.:
RATE MAP. COMMUNITY PANEL N0. 48201C0945J. DATED DUNE 18, ,�,� ,�,� w :-,., ;. � , _. _ . P.E. 90298, on �� �� 2009-4502
2007. WARNING: THIS STATEMENT IS BASED ON SCALING THE °"`�' � y � � —� ` WEST F STREI':=T SHEET:
LOCATION ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO STA. 17+10 TC 4
BE USED TO DETERMINE FLOOD INSURANCE RATERS ONLY, AND IS uNos�PE
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONT1TlONS. END OF PROJE�.,T
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�- 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
NOT TO SCALE
-, 1 �. < ,
,1 < �' � <. i , <
R25.0' < 5 0'
R25.0' '- `'.0'� 5.0'
ADA SW PASSING LANE
NOT TO SCALE
PROP. EXPANSION JOINT @ R.O.W.
`OR AS DIRECTED BY THE ENGINE
EXPANSION JOINT-� � /
EXISTING
SIDEWALK
RAD, 3,0'\
N, (TYP.)
A--, �sf---i$°
REDWOOD EXPANSION JOINT (TYPICAL)
D❑WELS
(SEE DETAIL)
'-0 3'-6'-�-I
DOWELS
��
J
BRICK STYLE �a o
IMPRINTED �ONCRETE �w �
AND DYED B RNT RED xo
' W
�o\j4° .-
W W
(GRASS>�'
W i
PROP. CURB EXPANSION JOINT ' �. W
(TYP.) \ W
DRIVEWAY SHALL BE 4"
REINFORCED CONCRETE
#5 SACK, 3000 P.S.I. WITH
#4 BARS @ 24' O.C.E.W.
OR #3 @ 18" O.C.E.W.
PROPERT W INTO HOMEOWNERS
EXPANSION JOINT
EXISTING
83� SIDEWALK
I- 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 @ IS' O.C.E.W.
TIE-IN TO THE EXIST. STREET
PVM'T SHALL BE DONE BY
DOWELING IN 6" INTO @ 18" O.C.
SEXIST. BACK OF CURB
`I8 �l _ 1.'.Y.L.. i.Y . Y .\ lY t.. IYL..I __- � �'L
' L ..4
V J.. �.Y .... ...' Y
Z ;�` .L\ _
•�L` i �.
\ .l; e. •
A PROP. SAW CUT FULL DEPTH
DRIVEWAY REPLACEMENT DETAIL
NOT TO SCALE
SECTION A -A
NOT TO SCALE
\�
W J"/
," ," JOINT
•° C❑NSTRUCTI❑N
<' (SEE DETAIL)
R,❑,W.
W
6'-0'
_ -.- �
7.0' MIN.
.0' MAX.
'EXISTING 6"
CON(. CURB
NOT TO SCALE
TYPE "B" RAMP
NOT TO SCALE
3/8" BITUMINOUS JOINT SEALER
C❑NC, �.
SIDEWALK ! o
-I� 4.0' �3.0'� L 6"
(TYP.) (TYP.) (TYP.)
_ i
is
f W W
I W W W
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DOWELS #4 BAR, 24" O.C.
OR #3 BAR, 18" O.C. (TYP.) - W--�----�------W -W -�--- � ---_
W W W W W W W W W W W W W W W W W W W W W W W W W
'" � (GRASS) Y �' �'
W W W W W W W W
W W W W W W W W W W W W_
EXIST. CON(. EXIST. CON(.
OWEL DOWEL
J_ I-I/2'
4' � ° � '
,'L" se a�. ya 'a.
KEYED JOINT .
CONSTRUCTION JOINT
NOT TO SCALE
3/8° BITUMINOUS JOINT SEALER
EXIST. CON(. EXIST. CON(.
OWEL DOWEL
I-1/2'
4" .L �< ya.
. -c - ..
a e ^;�. '
CONTRACTION JOINT
NOT TO SCALE
-1-
���'.
III, -'
� �
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-'
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�
W I
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W
W
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W
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W
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1
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W
W W `JJ�
. . J � ��.!
R10,0'
6" CURB (DIMINISH T❑
0° AT C❑NSTRUCTI❑N
J❑INT)
VARIES W/RADIUS
(CURB TAPER &
SL❑PED SIDEWALK)
(TYP,)
N❑TEST
1. FINISHED SURFACE ❑F WHEEL CHAIR RAMP T❑ BE STAMPED
WITH BRICK PATTERN, C❑NTRACT❑R SHALL MAKE ADJUSTMENTS
T❑ RAMPS T❑ FIT L❑CAL C❑NDITI❑N,
2, ALL CUT❑UTS MUST HAVE BARRICADES INSTALLED UNTIL
WHEEL CHAIR RAMPS ARE P❑URED,
3, CURB RETURN RADII GREATER THAN 23' REQUIRE
CURVILINEAR SIDEWALK.
4, HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER
TYPE "G" WNEEL
N,T,S,
L) SIDEWALK ELEVATIONS AND GRADES ARE TO BE� DBE'E 0 AS TO ALL0;1 POSITIVE DRAINAGE
FROM THE R.O.W. ACROSS THE SIDEWALK AND 0 TH TOP OF THE (JRB. CONTRACTOR SHALL
SHALL PERFORM ALL NECESSARY EARTHWORK FILL G AND SHAPING I'0 ACCOMPLISH POSITIVE
DRAINAGE OVER THE TOP OF THE CU AT NO A ZONAL COST TO )WNER.
2.) LAP CONT. BARS 30" LONG AT S 30 X DIAMETER.
3.) REINFORCING STEEL SHAL B E I ET INTERMEDIATE
GRADE DEFORMED BARS 0 0 TO ASTM A-615 GRADE 40
4.) CONCRETE SHALL BE CU I H WATER OR CURING COMPOUND.
5.) STRIP VE �A ION AND R MOVE ORGANIC DEBRIS A MINIMUM OF 3"..
6.) PREP E� DE DE TO UNIFORM COMPACTION AND GRADE. FILL MA'' ERIAL,
E ED, H LL BE PLACED IN 6" LIFTS MAXIMUM AND COMPACTS) TO 95%
T ND NSITY AT +I TO +3% OF OPTIMUM MOISTURE IN ACCORC dNCE WITH
A TM 698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MOR THAN
0. +/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH AP=ROVED ROLLER.
NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING.
7.) SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHE 2 DELETERIOUS
MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOf �TURE IN
ACCORDANCE WITH ASTM D698.
8). CITY OF LA PORTS PLANNING DEPT. SHALL BE NOTIFIED 48 HRS.
PRIOR TO CONSTRUCTION AT 471-5020
9). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTOP�� METROPOLITAN
AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 223-' 567.
10). CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION W�� iER. CITY OF LA PORTS
CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER.
METERS MAY BE OBTAINED AT CITY HALL.
10. CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY.
12.) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRA(' OR AND REMOVED
FROM THE SITE AND DISPOSED OF.
13). THE CITY OF LA PORTS SHALL SELECT A GEOTECHNICAL FIRM TO C01 DUCT
MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTF,'�CTOR
SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED T�:ST.
15). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPI R BARRICADES
AND WARNING DEVICES.
16). EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS S-10WN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE RE )UIRED WHERE ALL
SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL S=.W CUTS UNLESS
OTHERWISE DIRECTED BY THE OWNER.
IB). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM TI =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, RI -MOVE EXISTING CURB
FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXI: TING PAVEMENT.
DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT.
20). GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERI'.G OF SOD
SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREE' THAT AN
ACCEPTABLE ROOT GROWTH HAS BEEN ATTAINED.
21). WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE VITH
THE MANUFACTURES RECOMMENDATION.
22). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE T AFFIC IS OBSTRUCTED.
23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 14" DOWf _S OR REBAR WITH
PLASTIC SLEEVE AT SLIP END. 4" TO 6° TO BE IMBEDED IN EXISTING C: �NCRETE WITH REMAINING
EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE T''_D TO STEEL IN FORMS.
(#3 REBAR AT IS" O.C. OR #4 @ 24" O.C.)
PROP. SAW CUT `- EXIST. B.O.C.
PVM'T FULL DEPTH-�
• .'�r�-------d--. - e - e..
0.5' - . ° -
1/2° DIA. x 14° LG. SMOOTH
I/4° R.(TYP.) DOWEL AT 10° C/C.
PAINT AND GREASE THIS HALF
DOWEL EXIST. CON(.
s 0. QL
4 .. .q' .a. �e.- .Q -a' ..L
.d
L - � � 3° .(TYP. . a - .. _ • .. - e � . �.
a'.
r .�,'P�E OF 7�'F�gS�,+
EXIST. CON(. #3 AT 18° E.W. (TYP.), "' ��
EXPANSION CAP #4 AT 24° E.W. i *:;...,. (GVj ' * �
DOWEL 1° REDW❑❑D EXPANSI❑N J❑INT MATERI� RODNEY LEE SLATON
. �
❑R 3/4° PREM❑LDED BITUMIN❑US �t�°�'••.�9D29g o.:'�.:%
i a� •. �isrE�;. �t..
IMPRENATED FELT MATERIAL, ���l�Ss/ONAL.�.��
EXPANSION JOINT � �"���
NOT TO SCALE The. seal ppearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
N=i��l
`- 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
L
�.33'
I
CITY OF LA �''ORTE DWN: JR
PLANNING DEPT.ENGIP,IEERING DIV.
CK'D: RS
604 W. FAIRMON "' PKWY.
LA PORTS. TEXAS, 77571
281-471-5020; FAX: 2111-470-5005 APP'D: RS
Scale:
2009 SIDEWALk. N.T.S
INFILL PROJECT`' Da OCT. 2008
Project No.:
2009-4502
SHEET:
SIDEWALK DETAIL ��HEET 7
OF