HomeMy WebLinkAbout04-4401 EAST E ST PEDESTRIAL TRAILCity
of Ld Porte
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N" O � QY
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- A[ton Porter
PROJECT LOCATION ® sl-IOREAceEs _
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i Mich�e[ Mosteit Louis Riyby
( - LOCATION l�lA R _ � - - Chuck En�e[ ken Tommy Moser -; ,
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l' ,Not to Scale .. � � I
I Now�rc} Ebow Peter Gri�ths
Berry Beesley Mike Clausen
APPROVED BY: DATE: lU-I �-0
PLANNING DI CTOR _
CITY MANAGER '��°® _
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zebra I e�Ze[ [e p•HARRY BRIAIV WALKER.. i /
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PROP. Wit-1 PROP. Wit-1
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(TYP.)
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,FLOOD PLAIN NOTE:
PART OF THIS PROJECT LAYS IN ZONE "AE" AS SHOWN
_ � ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.LR.M.)
IVo. 48201C0945J REVISED NOVEMBER 5; 1995. THIS
STATEMENT SHOULD BE USED FOR FLOOD INSURANCE.
PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY
SPECIFIC FLOOD HAZARDS.
4.0'
PROP. Wti-1
ROAD SIGN I
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ROAD SIGN ( -
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ROAD SIGN
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ROAD SIGN
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GENERAL NOTES: 4.0' (TYP.)
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL WASTE PROP . R � - 9A
MATERIAL GENERATED DURING CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM THE WORK SITE ROAD SIG N
AND DISPOSED OF IN SUCH A MANNER AS TO NOT DAMAGE THE OWNER OR OTHER PERSONS. (NO SEPARATE
PAY)
'----=�
6.0' 6.0'
(TYP.)
DETAIL OF TYPICAL BIKE LANE
SCALE: 1" = 5'
2. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH THE ENGINEER PRIOR TO
COMMENCING WORK.
3. THE CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES TO BE FLUSH WITH PROPOSED FINISHED
GRADE. WTT'HIN THE LIMITS OF CONSTRUCTION. THIS SHALL INCLUDE BUT NOT LIMITED TO: MANHOLE RIMS
AND COVERS, WATER LINE VALVES AND GAS VALVES. EXISTING COVERS COVERED WITH ASPHALT CANNOT BE
REUSED AND MUST NOT BE REPLACED.
4. ANY DAMAGE TO ANY OF THE EXISTING UTILITIES MUST BE REPAIRED IMMEDIATELY. THE CONTRACTOR
MUST NOTIFY THE APPROPRIATE UTILITY OWNER, WHO WILL MAKE THE REPAIRS AT THE CONTRACTOR'S
EXPENSE.
5. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR.
6. THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE CITYOF LA PORTE.
PERMIT FEES WILL NOT BE WAIVED.
7. THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN OF CONSTRUCTION RELATED DEBRIS AT ALL
TIMES.
8. THE FINISHING PAVEMENT SURFACE SHALL NOT DEVIATE FROM THE ESTABLISHED GRADE AND
CROSS-SECTION MORE THAN a INCH IN TEN FEET WHEN TESTED WITH A STRAIGHT EDGE PLACED PARALLEL TO
THE CENTERLINE AND .NOT MORE THAN a INCH IN TEN FEEI AT RIGHT ANGLES TO THE CENTERLINE. __ _
9. IT IS THE DUTY OF THE CONTRACTOR TO ENSURE ALL PAVEMENT MARKINGS ARE INSTALLED IN ACCORDANCE
WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (T.M.U.T.C.D.).
10. ALL PAVEMENT MARKINGS SHALL BE WHITE AND CONFORM TO THE STANDARD HIGHWAY COLORS.
4.0' (TYP.)
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CITY OF
�A PORTE
604 W. FAIRMONT PKWY.
LA TORTE. TEXAS-
PLANNING
DEPARTMENT
ENGINEERING
DIVISION -
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EAST "E" STREET
PEDESTRIAN TRAIL
PROJECT
EAST "E" STREET
BEGIN PROJECT_ TO
SOUTH KANSAS
STAT. 0+00 -
STAT. 1 1 +20
REVISIONS
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REVISION /ISSUE
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PROP. R7-9A PROP. R7-9A
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FLOOD PLAIN NOTE:
PART OF THIS PROJECT LAYS IN ZONE "AE" AS SHOWN
' ON -THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.)
No: 48201C0945] REVISED NOVEMBER 5, 1995. THIS
STATEMENT SHOULD BE USED FOR FLOOD INSURANCE
PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY
SPECIFIC FLOOD HAZARDS.
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4' SOU`TH KAN-SAS TO
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ST�f`T. 1� 1 +2�0 —
STAT. 22+60
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f2EVISIONS
N0.
REVISION /ISSUE
DATE
0
ORIGINAL ISSUE �
01 01
� _-
PROJECT: - SCALE:
2004-4401 �1." = 40' ,a
DATE: !+ AD- MAP #;
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FLOOD PLAIN NOTE:
PART QF THIS PROJECT LAYS IN ZONE "AE" AS SHOWN
O'N THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.)
No. 48201C0945) REVISED NOV�MBER 5, 1995. THIS
STF�TEMENT SHOULD BE USED FOR FLOOD INSURANCE
PURPOSES $ONLY AND DOES NOT ATTEMPT TO IDENTIFY
SPECIFIC FLOOD HAZARDS.
�.� 4.0'
(TYP. )
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CITY OF 1
LA PORTS
604 W. FAIRMONT PKWY.
LA PORTS. TEXAS
PLANNING � I
DEPARTMENT
ENGINEERING
DIVISION
EAST "E" STREET
PEDESTRIAN TRAIL
PROJECT
<i ' � �
EAST "E" STREET
SOUTH BROWNELL TO
SOUTH CARROLL
STATE. 22+FO -
STAT. 34+20
AND DETAILS
4AWN BY: LR.
NECKED BY: B.S.
PROVED BY: R.C.
' REVISIONS
N0.
REVISION /ISSUE
DATE
0
ORIGINAL ISSUE
01 01
__ _
PROJECT: � � � SCALE:
2004-4401 1 " = 40''
DATE _ HCAD MAP #:
04/04 � � 6254-D
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BLOCK 33
4f+84 END° CONCRETE CURB -
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DEGIN ASPHALT SECTION
FLOOD PLAIN NOTE:
PART OF THIS PRO]ECT LAYS IN ZONE "AE" AS SHOWN
ON THE F.E.M.A. FLOOD INSURANCE RATE MAP (F.LR.M.)
No. 48ZO1C0945] REVISED NOVEMBER 5, 1995. THIS
STATEMENT SHOULD BE USED FOR FLOOD INSURANCE
PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY
SPECIFIC FLOOD HAZARDS.
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GENERAL NOTES i
1. SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS, THE 18. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH RESIDENTS `��•
CONTRACTOR SHALL RESTORE EXISTING FACILITY (LE. PROPERTY) EQUAL TO WHEN INTERRUPTING EXISTING SERVICES. '
OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
19. BARRICADES SHALL BE EQUIPPED WITH ORANGE FLASHING LIGHTS.
2. THE LOADING AND UNLOADING OF ALL PIPE VALVES, HYDRANTS, MANHOL-ES 20.0' 8" (TYP.) 4.0'
AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE 20. ALL TRAFICCONTROLS SHALL CONFORM TO T.U.M.T.C.D. LATEST EDITION (NP, )
MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES 8E
PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE
CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS
FOR MATERIALS AND EQUIPMENT. POST 4_0+ O O�
10 BWG TUBING OR �-
SCHEDULE 80 PIPE r � "-
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND •
CONTRACTOR SHALLTBE RESPONS BLE FOR THE STORAGE OF IIOBSITE. THE ` • -� �
(�ATERIALSIN A SLIP BASE 6.0' 6.0' 6.0' 6.0' 6.0'
SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER COATING (T .) 9
WORKING HOURS, UNTIL PROJECT COMPLETION. BOLT KEEPER PLATE 1 1 (TYP.) j
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4. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS ® 1 ® 1 ® '�,, t - 3.0'
NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES DURING ALL LOCKING COLLAR 4.0' (TYP.) 4.0' (TYP.)
PHRASES OF CONSTRUCTION, AS PER O.S.H.A. REQUIREMENTS. � 5/8" STRUCTURAL (SEE DETAIL)
5 CITY OFTLA PORTOE STANDARDS. DIF ANYHOF THE TEST RESULTS DO NOT MEET (3, ( )N ASTMSA325 0 P R 0 P . R 7 - g A
OR A449 AND
THE TESTING STANDARDS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GALVANIZED PER �__� LIFTING SPACER (� O A D C' I (� t\ I
REMOVE OR REPLACE SUCH MATERIAL SO THAT THE TESTING STANDARDS CAN ITEM 445 "GALVANIZING" (USED ONLY WHEN ' ` /� J V I V �E-(-AIL OF '�'YPICAL BIKE (AN E
BE MET. 2 1/2 FOR NEW
INSTAlL10N AND RETROFITTING '
i OLD SYSTEM SCALE: 1° = 5'
6. AlL FINISHED GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED � 4" IF uFTiNc sTUB WITH , I
.ELEVATIONS. __ :SPACER IS USED. `LIFTING RAMP) '
__- __ - T n) (�
7. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF � i �' ` �� `-' � � D '
CROSSING" TO DETERMINE IF CONFLICTS -EXIST BEFORE COMMENCING ANY > • '
CONSTRUCTION. NOTIFY THE DESIGN ENGINEER AT ONCE OF ANY CONFLICT. STUB - °� � -' .p � CONCRETE ANCHOR CONSISTS OF 5/8"
;. �'� � DIAMETER STUD BOLT WITH UNC SERIES � , I
* BOLT THREADS ON THE UPPER END.
8. THE CONTRACTOR SHALL NOT UNLOAD ANY TRACK -TYPE CONSTRUCTION 3/4" DIAMETER -HOLE. � �' HEAVY HEX NUT PER ASTM A563, AND '
MACHINERY ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING IF REQUIRED IN THE ' - ° �� - :> 36" HARDEN WASHER PER ASTM F436. THE - _
PAVEMENT OR CURB DURING ANY PROJECT. PLANS, PROVIDE A : �.: ' ' STUD BOLT SHALL HAVE A MINIMUM YIELD
-.
7" X 1/2 DIAMETER ° a�. `.:� AND ULTIMATE TENSILE STRENGTHS
9. IT IS PERMISSIBLE TO USE A BACKHOE FOR TRENCH EXCAVATION IN LIEU OF GALVANIZED ROD �• OF 5o AND 75 KSI, .RESPECTIVELY. - E{]-9A (�, $° )( 1 Z°) ,
OR //4 REBAR. `., - ,. NUTS, BOLTS AND WASHERS SHALL BE BAKE
A TRENCHING MACHINE.i ----'- GALVANIZED PER ITEM 445, "GALVANIZ- D ILL
t LNG." TOP OF BOLT SHALL EXTEND AT 1 � �!'
10. CONTRACTOR SHALL NOTIFY CITY OF LA FORTE PUBLIC IMPROVEMENTS � - 42" LEAST FLUSH WITH TOP OF THE NUT LA L
COORDINATOR AT 281-471-5020 X293 TO HAVE AN INSPECTION. � `�° ' ' WHEN INSTALLED. THE ANCHOR, WHEN
' '•°` INSTALLED IN 4000 PSI NORMAL-
6,� �-� -- � WEIGHT CONCRETE WITH 5 1/2"
,. ° ..� ,
11. THE CITY OF LA FORTE REQUIRES 48 HOURS NOTICE PRIOR TO COMMENCING NON -REINFORCED - . MINIMUM EMBEDMENT, SHALL HAVE A
WORK IN THE CITY'S R.O.W. CONCRETE FOOTING ° .•'� - ' -' > : • ,' _'.°, MINIMUM ALLOWABLE TENSION AND SHEAR
(SHALL BE USED OF $900 AND 3100 PSI, RESPECTIVELY_
t1NLESS NOTED > • � � >' •"- ADHESIVE TYPE ANCHORS SHALL HAVE -
12. CONTRACTORS CANNOT USE THE CITY'S R.O.W. FOR STORAGE OF ELSEWHERE IN THE • "� � � '� "� ° •� - STUD BOLTS INSTALLED WITH TYPE
CONSTRUCTION MATERIALS. PLANS). FOUNDATION � ' a �': -. •'.. •; '' III EPDXY PER DMS-6100, "EPDXIES
...°
-
n
n
- W11-1 (30 X 30 ).
SHOULD TAKE APPROX. � AND ADHESIVES. ADHESIVE ANCHORS
13. ALL BACKFILL SHALL BE ENGINEERED TO 95 %STANDARD PROCTOR DENSITY 2.5 CF OF CONCRETE. � -; e' ; :: p' • . MAY BE LOADED AFTER ADEQUATE EPDXY ,
CURE TIME,. PER THE MANUFACTURER'S
AND BE TESTED BY AN APPROVED TESTING LAB. II RECOMMENDATIONS. +
14. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST F----12 Dia+►I ��`� - D 11-1 (24" X 18") .
AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH OVER 75 % OF THE . �
HYRDROMULCHED AREA.
15.48 HOURS PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL NOTIFY
THE UTILITY COORDINATING COMMITTEE AT 223-4567. POST � - M4- �, ], (24n )( 6°) •
16. CITY OF LA FORTE ENGINEERING DEPARTMENT SHALL APPROVE THE LOCKING
COLLAR
CONSTRUCTION LAYOUT. : �.
BOTTOM OF POST r-_, ..
17. ALLEXCESS EXCAVATED MATERIAL SHALL BECOME PROPERTY OF THE SHOULD NOT EXTEND (�, - M4-12 (24" X 6") .
CONTRACTOR, AND REMOVE FROM SITE, AND DISPOSED OF IN A LEGAL 1 I BEYOND BOTTOM
MANNER. --------- OF COLLAR
DETAIL
CITY OE
LA FORTE
604 W. FAIRMONT PKWY.
LA FORTE. TEXAS
PLANNING
F1 RP A RTAA P NT
ENGINEERING
DIVISION
e,.,,,�
�of
>��c�:.. �Et�he
*.:......... ........� k.�
� HARAY @RlAN WALKER
r,oi •••»•53225 ••».. f CCU
.e /ST'r .• G��
. �v
//y
EAST "E" STREET
PEDESTRIAN TRAIL
PROJECT
EAST "E" STREET
SOUTH LOBIT -
END OF PROJECT
STAT. 34+20 -
STAT. 40+43
DETAILS
REVISIONS
N0.
REVISION /ISSUE
DATE
0
ORIGINAL ISSUE
01 01
I � �
{J � PROJECT: SCALE:
2004-4401 1 " = 40'
DATE: HCAD MAP #:
04/04 6254-D
SHEET:
SHT. 5 of 5