HomeMy WebLinkAboutCITY HALL PARKING LOT RESURFACING2
1
SHEET TITLE
NO.
SHEET
PLANNING DIRECTOR
Doug Kneupper, P.E.
APPROVED BY: DATE:
City of La Porte, Texas
CITY HALL
SHEET INDEX
Planning Department
Not to Scale
CLP Project No. 2003-4502
PARKING LOT RESURFACING
LOCATION MAP
PROJECT LOCATION
2003-4502
Barry Beasley
Peter Griffiths
MAYOR
Norman Malone
COUNCIL
Michael Mosteit
Chuck Engelken
Howard Ebow
James Warren
Charlie Young
Bruce Meismer
CITY MANAGER
Debra Feazelle
SHEET 1 OF 3
COVER SHEET
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3 NOTES/DETAILS
HARRIS COUNTY KEY MAP: 580-B
OVERALL LAYOUT
H/C STRIPING NOTE:
675,3($7$$1*/(
4" STRIPES, 3' ON CENTER.
LIGHT POLE
LEGEND
HANDICAPPED PARKING
EXISTING ELEVATION
PROPOSED ELEVATION
REMOVE & DISPOSE
EXIST. DRIVE,
FILL TO GRADE
W/TOP SOIL/SOLID SOD
PROP. 4" CONCRETE
SIDEWALK
FAIRMONT PARKWAY
(100 R.O.W.)
PROP. 4" WHEEL STOP
(TYP., SEE DETAIL)
EXIST. DRIVEWAY
TO REMAIN
EXIST. CEDAR
EXIST. SHRUBBERY
R.O.W.
R.O.W.
R.O.W.
R.O.W.
EXIST. COTG
EXIST. BUILD FOOTPRINT
EXIST.
SIGN
EXIST. PALMS
& SHRUBS
EXIST. SHRUBBERY
STRIP AWAY BUILT-UP
GRASS AND SOIL ALONG
PARKING LOT PERIMETER
(ALL SIDES)
NO SEPARATE PAY
CONSTRUCT NEW DRIVEWAY,
SEE HMAC FULL SECTION DETAIL
EXCAVATE ASPHALT &
BASE MAT'L. TO A DEPTH
OF ONE (1) FOOT
REMOVE & REPLACE
EXIST. W/C RAMP w/
TYPE "A" RAMP
(SEE DETAIL)
PROP. 4" CONC. SIDEWALK
ELEVATED 4" ABOVE
ADJACENT ASPH. PVMT.
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
ADDITIONAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE PLANNING
DEPARTMENT TWENTY-FOUR HOURS IN ADVANCE OF COMMENCING
CONSTRUCTION AND WITH WRITTEN NOTIFICATION FORTY-EIGHT HOURS
IN ADVANCE OF COMMENCING CONSTRUCTION.
2. GUIDELINES SET FORTH IN THE "TEXAS MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES" SHALL BE OBSERVED.
3. HYDROMULCH ALL DISTURBED AREAS BEYOND PAVEMENT WHERE ANY
NECESSARY BLADING IS NEEDED TO ACHIEVE SITE DRAINAGE.
BENCHMARK:
ELEV. = 14.13
BRASS CAP WITH PUNCHMARK AT INTERSECTION
OF WEST FAIRMONT PARKWAY AND STATE HIGHWAY 146 FEEDER
(UNDER OVERPASS IN ESPLANADE).
FLOOD PLAIN NOTE:
ACCORDING TO FLOOD INSURANCE RATE MAP 48201C0945J DATED
NOVEMBER 6, 1999 THE TRACT HEREIN DESIGNATED LAYS WITHIN ZONE
"AE" WITH BASE FLOOD ELEVATION APPROXIMATELY 15.00 AND IS
WITHIN THE 100-YR FLOOD PLAIN. THIS STATEMENT IS FOR FLOOD
INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC
FLOODING CONDITIONS.
CAUTION: CENTERPOINT ENERGY NOTE:
OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT
ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE BUT
YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION.
TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL
ACTIVITIES IN WHICH PERSONS MAY COME WITHIN SIX (6) FEET OF LIVE
OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE
LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER
THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO
ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL TXU ENERGY.
CALL MAURI SALAS AT 972-507-8790. IF MAURI SALAS IS NOT AVAILABLE
PRESS #0, ANOTHER TXU SERVICE REPRESENTATIVE WILL BE ABLE TO
HELP.
STREET & BRIDGE NOTES:
1. EXISTING PAVEMENT CURBS, SIDEWALKS AND DRIVEWAYS DAMAGED
OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO THE CITY
OF LA PORTE STANDARDS.
2. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION
OF JOB SHALL BE AS GOOD AS OR BETTER THAN PRIOR TO STARTING
WORK.
PAVEMENT NOTES:
1. THE SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND LIME
STABILIZED WITH SUFFICIENT LIME TO REDUCE THE PLASTICITY INDEX
TO 15 OR LESS. THE LIME AND SOIL SHALL BE THOROUGHLY MIXED,
CURED AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM
STANDARD PROCTOR DENSITY.
2. LIME STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE
SITEWORK SPECIFICATIONS & IN ACCORDANCE WITH THE GUIDELINES AS
OUTLINED BY THE GEOTECHNICAL ENGINEER.
3. THE FLEXIBLE BASE COURSE SHALL BE CRUSHED STONE CONFORMING
TO THE STANDARD SPECIFICATIONS, AND SHALL BE PLACED IN LOOSE
LIFTS NOT TO EXCEED 4 INCHES IN THICKNESS AND COMPACTED TO A
MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS DEFINED BY
ASTM D-1557 (MODIFIED PROCTOR).
4. THE HOT MIX ASPHALTIC CONCRETE SHALL BE DESIGNED AND
INSTALLED TO CONFORM TO THE REQUIREMENTS OF THE STANDARD
SPECIFICATIONS. A CURRENT (LESS THAN ONE YEAR OLD) MIX DESIGN
SHALL BE FURNISHED BY THE PAVING CONTRACTOR TO THE TESTING FIRM
FOR EACH TYPE ASPHALTIC CONCRETE TO BE USED ON THIS PROJECT.
5. FOR ASPHALTIC CONCRETE PAVEMENT SECTIONS IN EXCESS OF TWO
INCHES IN THICKNESS, THE REQUIRED ADDITIONAL COURSE THICKNESS
MAY CONSIST OF TYPE "D" HOT MIX ASPHALTIC CONCRETE PRODUCED &
PLACED IN ACCORDANCE WITH TXDOT ITEM 340.
6. CONTRACTOR IS TO ENSURE A MINIMUM 4 INCH CURB FROM TOP OF
FINISHED ASPHALT TO TOP OF EXISTING CONCRETE CURB SURROUNDING
BUILDING UPON COMPLETION OF PROJECT.
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND
LEGAL DISPOSAL OF ALL WASTE MATERIAL GENERATED DURING
CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM THE WORK
SITE AND DISPOSED OF IN SUCH A MANNER AS TO NOT DAMAGE THE
OWNER OR OTHER PERSONS. (NO SEPARATE PAY)
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. WITHIN 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 CITY OF LA PORTE.
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 1
8 INCH IN TEN
FEET WHEN TESTED WITH A STRAIGHT EDGE PLACED PARALLEL TO THE
CENTERLINE AND NOT MORE THAN 1
4 INCH IN TEN FEET AT RIGHT ANGLES
TO THE CENTERLINE.
SHEET:
PROJECT: SCALE:
DATE:
03-4502
3 OF 3
0 ORIGINAL ISSUE 4/03
REVISIONS
NO. REVISION / ISSUE DATE
LA PORTE
DEPARTMENT
DIVISION
ENGINEERING
PLANNING
LA PORTE. TEXAS
604 W. FAIRMONT PKWY.
CITY OF
4/03
N.T.S.
DRAWN BY:
CHECKED BY:
APPROVED BY:
J.R.
B.S.
R.C.
HCAD MAP #:
6253-A/B
PARKING LOT
CITY HALL
RESURFACING
NOTES &
DETAILS
SHEET:
PROJECT: SCALE:
DATE:
03-4502
2 OF 3
0 ORIGINAL ISSUE 4/03
REVISIONS
NO. REVISION / ISSUE DATE
LA PORTE
DEPARTMENT
DIVISION
ENGINEERING
PLANNING
LA PORTE. TEXAS
604 W. FAIRMONT PKWY.
CITY OF
4/03
1" = 20'
DRAWN BY:
CHECKED BY:
APPROVED BY:
J.R.
B.S.
R.C.
HCAD MAP #:
6253-A/B
PARKING LOT
CITY HALL
RESURFACING
OVERALL
LAYOUT