HomeMy WebLinkAboutSONIC DRIVE-IN SITE PLANSONIC
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SPENCER HIGHWAY - W. MAIN
(Exist. Concrete Pvm't.)
Taffic Flow
100' R.0. W
FUTURE DIRECTIONAL ARROW
CALLED 0.2061 ACRES
BAYPORT NATIONAL BANK OF LA PORTE
H. C. C. F. No. H783O39
30' WIDE
COMMON ACCESS
DRIVE
AS PER M.E.P. SHEET
LINE OF CANOPY
CALLED 1.346 ACRES
BAYPORT NATIONAL BANK
H.C.C.F. No. G157445
SCALE: 1" = 20'
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PLAN AND DEVELOPMENT OF
IN CONFORMANCE WITH THE ORDINANCES
OF THE CITY OF LA PORTE.
LA PORTE COMMUNITY
:NT DEPARTMENT
I, ROBERT T. DEDEN, AM REGISTERED UNDER THE LAWS OF THE
STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HERE[
CERTIFY THAT THE ABOVE SITE PALN IS TRUE AND CORRECT; AND THAT ALL
BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE
ACCURATELY SHOWN ON THE SITE PLAN. P,
TEXAS REGISTRATION No. 58313
PROJECT SYNOPSIS
LAND AREA:
30,750 SO. FT.
BULDING AREA:
1,406 SO. FT.
PROPOSED USE:
DRIVE IN/DRIVE THRU RESTAURANT
STORIES:
ONE tt)
HEIGHT:
14'-0'
FINISH FLOOR:
25.50
FOUNDATION TYPE:
CONCRETE SLAB
PARKING INFO.:
OCCUPANT LOAD EMPLOYEES = 14 AT PEAK
PARKING PROVIDED:
DRIVE-IN STALLS = 24
EMPLOYEE PARKING = 11
TOTAL 35 SPACES INCLUDING 2 A.D.A. SPACE
GENERAL NOTES
1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATION OF
HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING
CONSTRUCTION. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY,
TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN
COUNTY ROAD RIGHT OF WAY. NO CONSTRUCTION OR FABRICATION SHALL BEGIN
UNTIL THE CONTRACTOR HAS RECIEVED AND THOROUGHLY REVIEWED ALL PLANS
AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL
GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET
FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS
AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY
NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY
ENGINEER & SONIC'S AGENT OF ANY DISCREPANCY BETWEEN SOILS
REPORT AND PLANS, ETC.
3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND THE REQUIREMENTS SET FORTH IN THE SOILS
REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR
UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS
SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS
SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY
PER ASTM TEST D-698. MOISTURE CONTENT AT TIME OF PLACEMENT
SHALL NOT EXCEED 2% ABOVE NOR 2% BELOW OPTIMUM MOISTURE
CONTENT. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY
A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE OF
TEXAS, VERIFYING THAT ALL FILLED AREAS TO BE PAVED OVER HAVE BEEN
COMPACTED IN ACCORDANCE NTH THESE PLANS AND SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
4. THESE PLANS WERE BASED ON A BOUNDARY/TOPOGRAPHIC SURVEY
PREPARED BY: BUENTELLO LAND SURVEYING, DATED: NOVEMBER 18, 1995.
5. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE
BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE UTILITY
COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING
CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY
HIS WORK FORCE.
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER & SONIC'S AGENT OF ANY NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR
FOR WORK HAVING TO BE DONE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN
GIVEN.
ADDITIONAL NOTES
IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENTS OF ANY
KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL
APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION
OVER THIS PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS
AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION.
TRENCH SAFETY SYSTEMS TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA
SAFETY AND HEALTH REGULATION PART 1926, SUBPART P.
TEMPORARY BENCHMARK:
TOP BOLT LOCATED AT THE BASE OF TRAFFIC SIGNAL POLE LOCATED
AT THE NORTHWEST CORNER OF THE INTERSECTION OF SPENCER HWY.
AND MYRTLE CREEK DRIVE.
ELEVATION 24.76 (TX.D.O.T. DATUM)
� T�=Watpa 4pU
LA pORT MWY �25 Tu F_`�
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SPENCER HWY.
LOCATION MAP
NOT TO SCALE
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(Exist. Concrete Pvm't.)
Toffic Flow
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CALLED 0.2061 ACRES
+ BAYPORT NATIONAL BANK OF LA PORTE
H C. C. F No. H783039
C'
Exist. 60" Stm.Swr.
REF. C-3
PROP. PVM'T. w/EXIST. REBAR
CALLED 1.346 ACRES
BAYPORT NATIONAL BANK
H.C.C.F. No. G757445
20' 0 20' 40'
SCALE: 1" = 20'
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SOA%GL'
GENERAL NOTES
1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATION OF
HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING
CONSTRUCTION. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY,
TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN
COUNTY ROAD RIGHT OF WAY. NO CONSTRUCTION OR FABRICATION SHALL BEGIN
UNTIL THE CONTRACTOR HAS RECIEVED AND THOROUGHLY REVIEWED ALL PLANS
AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL
GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET
FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS
AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY
NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY
ENGINEER & SONIC'S AGENT OF ANY DISCREPANCY BETWEEN SOILS
REPORT AND PLANS, ETC.
3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND THE REQUIREMENTS SET FORTH IN THE SOILS
REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR
UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS
SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS
SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY
PER ASTM TEST D-698. MOISTURE CONTENT AT TIME OF PLACEMENT
SHALL NOT EXCEED 2% ABOVE NOR 2% BELOW OPTIMUM MOISTURE
CONTENT. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY
A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE OF
TEXAS, VERIFYING THAT ALL FILLED AREAS TO BE PAVED OVER HAVE BEEN
COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
4. THESE PLANS WERE BASED ON A BOUNDARY/TOPOGRAPHIC SURVEY
PREPARED BY: BUENTELLO LAND SURVEYING, DATED: NOVEMBER 1995.
5. THE LOCATIONS OF UNDERGROUND FACIUMES SHOWN ON THIS PLAN ARE
BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE UTILITY
COMPANIES TO LOCATE THEIR FACILTIES PRIOR TO STARTING
CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY
HIS WORK FORCE.
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER & SONIC'S AGENT OF ANY NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR
FOR WORK HAVING TO BE DONE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN
GIVEN.
1 .A. _ \ SXM'�
IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENTS OF ANY
KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL
APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION
OVER THIS PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS
AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION.
TRENCH SAFETY SYSTEMS TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA
SAFETY AND HEALTH REGULATION PART 1926, SUBPART P.
TEMPORARY BENCHMARK:
TOP BOLT LOCATED AT THE BASE OF TRAFFIC SIGNAL POLE LOCATED
AT THE NORTHWEST CORNER OF THE INTERSECTION OF SPENCER HWY.
AND MYRTLE CREEK DRIVE.
ELEVATION 24.76 (TX.D.O.T. DATUM)
Z�="at'q
0
To__p 46� N
9
LOCATION MAP
NOT TO SCALE
GRADING LEGEND
+�
EXISTING ELEVATION
F.F.
FINISH FLOOR
NG
NATURAL GROUND
TO
TOP OF GRATE
TC
TOP OF CURB
G
GUTTER
TP
TOP OF PAVEMENT
B.L.
BUILDING LINE
®TG116.50
G116.00
PROPOSED GRADE ELEVATION
PROPOSED DIRECTION OF
DRAINAGE FLOW ARROW
— — — PROPOSED GRADE BREAK
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(TO BE TIED INTO)
FL 19.38 (MATCH EXIST.)
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f �L
80 LF 12" P.V.C. @ I
TYPE "A" INLET
TG 23.75
FL 21.50 hI
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Exist. 8" San.Swr. I 1 Ex- San.14H
Q __ Exlat. ny�r jtypr-rhp.Ithp,•rfEler_ &. T - -
Exist. 4" Entex Gas Line -
Exist. 12•" Water Line "'--' -
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EAST _ _ 133.00'_
TRASH
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RE
(IN GRASS AREA)
CALLED 0.2061 ACRES
BAYPORT NATIONAL BANK OF LA PORTS
1 I H. C C. F. No. H783039
I/ FL 1:
FL 1.
I 2" P.
I �
In
(1) 4" P.V.C. SCH.40 UG.E. CONDUIT
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2" UG.T. CONDUIT SERVICE LINE
TYPE "A" INLET
TG 23.75
m 12" W 21 10
CALLED 1.346 ACRES
BAYPORT NATIONAL BANK
H.C.CF. No. G157445
20' 0 20' 4G'
SCALE: 1" = 20'
70 - f«'non
t+i pORT N{yy �8 T° F� N
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SITE �#t
SPENCER HWY.
LOCATION MAP
NOT TO SCALE
LEGEND
- - -
- EXISTING SANITARY LINE
-
EXISTING WATER LINE
EXISTING STORM LINE
. . .
EXISTING GAS LINE
-
- EXISTING ELELCTRIC LINE
- - - - -
- - - EXISTING TELEPHONE LINE
- - -
BOUNDARY LINE
-
PROPOSED SANITARY LINE
-
PROPOSED WATER LINE
PROPOSED STORM LINE
PROPOSED GAS LINE
-
- PROPOSED El ELCTRIC LINE
- - - - -
- - - PROPOSED TELEPHONE LINE
UG.
UNDERGROUND
UG.E.
UNDERGROUND ELECTRIC
UG.T.
UNDERGROUND TELEPHONE
UG.G.
UNDERGROUND GAS
' FL 12" N. 20.40 ct
FL 24" S. 19.50 I Q
' 0 55 LF - 24" R.C.P. @ 1.0%
v
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1' UG.E. CONDUIT FOR
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(I 4" IRR. SL VE I
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:- I -Exist. 8" Son.Swc �T
!( 5
R.O.W. Line - -
�' ..�,,r"s#.�vg�r Lead .7ele,=
- ---- .-. :=EExist. 4 Entex Gas Line
- Q • • • - - - - - - Exist. 12" Water Line
WEST - 133.00'
.Swr. ..c. ® Exist. 60" Stm.Swr. •)
AINU JtKVIUt
UUINIVtUI. W/ /YTAPS/
PROTECTION
BOLLARDS (3)(AS
PER LOCAL
UTILITY C0.)
SAWCUT AND
REMOVE EXIST. "C" INLET:TELEPHONE
BB INLET w/GRATE
SERVICE CONNECT.REPLACEWITHTYPE
FL 19.00
(AS PER
LOCAL UTILITY C0.)REF.
\Flow
C-5
1" WATER METEJTratf/c
Jin
(2) 1" WATER
1" WATER
METER BOX
SPENCER HIGH WA Y -
W. MAIN
( 1000 R.O. W"
TYPE
"BB" INLET
T 23.00
(Exist. Concrete Pvm't.)
G 22.50
FL X.X
REF. XCx5
Taffic Flow
3
0
0
I
GENERAL NOTES
1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATION OF
HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING
CONSTRUCTION. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY,
TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN
COUNTY ROAD RIGHT OF WAY. NO CONSTRUCTION OR FABRICATION SHALL BEGIN
UNTIL THE CONTRACTOR HAS RECIEVED AND THOROUGHLY REVIEWED ALL PLANS
AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL
GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET
FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS
AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY
NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY
ENGINEER & SONIC'$ AGENT OF ANY DISCREPANCY BETWEEN SOILS
REPORT AND PLANS, ETC.
3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND THE REQUIREMENTS SET FORTH IN THE SOILS
REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR
UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS
SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS
SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY
PER ASTM TEST D-698. MOISTURE CONTENT AT TIME OF PLACEMENT
SHALL NOT EXCEED 2% ABOVE NOR 2% BELOW OPTIMUM MOISTURE
CONTENT. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY
A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE OF
TEXAS, VERIFYING THAT ALL FILLED AREAS TO BE PAVED OVER HAVE BEEN
COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
4. THESE PLANS WERE BASED ON A BOUNDARY/TOPOGRAPHIC SURVEY
PREPARED BY. BUENTELLO LAND SURVEYING, DATED: NOVEMBER 1995.
5. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE
BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE UTILITY
COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING
CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY
HIS WORK FORCE.
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER & SONIC'S AGENT OF ANY NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR
FOR WORK HAVING TO BE DONE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN
GIVEN.
alLljjfrff07jkrAVvff•
IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENTS OF ANY
KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL
APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION
OVER THIS PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS
AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION.
TRENCH SAFETY SYSTEMS TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA
SAFETY AND HEALTH REGULATION PART 1926, SUBPART P.
UTILITY NOTES
1. PROPOSED CONDUITS TO SITE LIGHTING AND SIGNAGE ARE SHOWN IN
SCHEMATIC ONLY. EXACT LOCATIONS TO BE DETERMINED IN THE FIELD
BY SONIC'S GENERAL CONTRACTOR TO ALLOW FOR PROPER INSTALLATION.
2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO
DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITIES.
REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR
UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING.
3. CONTRACTOR SHALL CONTACT TELEPHONE COMPANY PRIOR TO STARTING
CONSTRUCTION TO COORDINATE THE SIZING AND LOCATION OF CONDUIT
REQUIRED TO SERVICE BUILDING.
4. CONTRACTOR SHALL CONTACT H.L.& P. PRIOR TO STARTING CONSTRUCTION
TO COORDINATE ELECTRICAL SERVICE REQUIREMENTS & TRANFORMER
LOCATION, CONDUITS SHALL BE ROUTED PER ELECTRIC COMPANY, TO BE
VERIFIED ON SITE.
5. CONTRACTOR SHALL CONTACT ENTEX GAS CO. PRIOR TO STARTING
CONSTRUCTION AND VERIFY EXACT LOCATION OF GAS MAIN AND COORDINATE
METER LOCATION.
STORM SEWER NOTES
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL THE EXISTING
APPURTENANCES; STREETS, GROUND AND PAVING ELEVATIONS, DRAIN
INLETS, AND UNDERGROUND STORM SEWERS.
2. STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
OF HOUSTON FORM E-14 AS CURRENTLY AMENDED.
3. STORM SEWER INLETS SHALL BE THE CITY OF HOUSTON STANDARD
TYPE "A" GRATE INLETS.
4. STORM SEWER WORK IN THE RIGHT-OF-WAY SHALL BE COORDINATED
WITH TX.D.O.T. AND HARRIS COUNTY.
WATER AND SANITARY SEWER
GENERAL NOTES
1. SANITARY SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CITY OF HOUSTON FORM E-14-62, AS CURRENTLY AMENDED.
2. ALL SANITARY SEWER BEDDING SHALL BE CLASS "AA". BACKFILL SHALL
BE COMPACTED TO 95% STANDARD PROCTOR DENSITY 0 +2% OPTIMUM
MOISTURE CONTENT.
3. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SDR-26.
4. ALL WATER LINES SHALL BE CONSTRUCTED AS PER THE CITY OF
HOUSTON SPECIFICATION WD-3,5,6 AND THEIR LATEST ADMENDMENTS.
5. ALL WATER LINES SHALL BE P.V.C. SCH.40.
6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY TX.D.O.T.
AND HARRIS COUNTY FOR CONSTRUCTION OF UTILITY PIPELINES WITHIN
THE COUNTY ROAD R.O.W. PRIOR TO CONSTRUCTION.
7. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT
713-223-4567 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION.
8. THE CONTRACTOR SHALL NOTIFY HARRIS COUNTY ENGINEERING DEPT.
24 HOURS PRIOR TO STARTING CONSTRUCTION 0 713-956-3000.
9. GUIDELINES SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" SHALL BE OBSERVED. THE CONTRACTOR SHALL NOT OBSTRUCT
THE TRAFFIC FLOW ON SPENCER HIGHWAY DURING CONSTRUCTION.
10. TRENCH SAFETY SYSTEMS TO MEET, AS A MINIMUM, THE REQUIREMENTS
OF OSHA SAFETY AND HEALTH REGULATION PART 1926, SUBPART P.
UTILITY CONTACTS
CONTRACTOR SHALL CONTACT THE FOLLOWING A MINIMUM OF 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
UTILITY COORDINATING COMMITTEE (713)223-4567 OR 1-800-245-4545
ENTEX - MR. STEVEN LEWIS (713) 471- 4333
HARRIS COUNTY PERMIT OFFICE - (713)956-3000
SOUTHWESTERN BELL TELEPHONE CO. - 713) 638-7000
HOUSTON LIGHTING & POWER CO. - (713) 207-7777
PRIVATE CABLE CO. - (713) 947-0062
BENCHMARK
TEMPORARY BENCHMARK:
TOP BOLT LOCATED AT THE BASE OF TRAFFIC SIGNAL POLE LOCATED
AT THE NORTHWEST CORNER OF THE INTERSECTION OF SPENCER HWY.
AND MYRTLE CREEK DRIVE.
ELEVATION 24.76 (TX.D.O.T. DATUM)
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DATE: 10-31-IS95
EAST_ 133.00'
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CALLED 0.2061 ACRES
BAYPORT NATIONAL BANK OF LA PORTE
H.C. C. F. No. H783039
CALLED 1.346 ACRES
BAYPORT NATIONAL BANK
HCC.F. No. G157445
5"
IL
Exist. 16' Uitlity Esm't. (H.C.C.F. No. H782085) —
— Exist. 8" San.Swr. —
_ R.O.W. Line
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20' 0 20' 40'
SCALE: 1" = 20'
14 FART NWy �28 Tc F`_ tl V
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SPENCER HWY.
LOCATION MAP
NOT TO SCALE
TEMPORARY BENCHMARK:
TOP BOLT LOCATED AT THE BASE OF TRAFFIC SIGNAL POLE LOCATED
AT THE NORTHWEST CORNER OF THE INTERSECTION OF SPENCER HWY.
AND MYRTLE CREEK DRIVE.
ELEVATION 24.76 (TX.D.O.T. DATUM)
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GENERAL NOTES
1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATION OF
HARRIS COUNTY, TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARLING
CONSTRUCTION. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY,
TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN
COUNTY ROAD RIGHT OF WAY. NO CONSTRUCTION OR FABRICATION SHALL BEGIN
UNTIL THE CONTRACTOR HAS RECIEVED AND THOROUGHLY REVIEWED ALL PLANS
AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL
GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET
FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS
AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY
NOTED OTHERNSE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY
ENGINEER & SONIC'S AGENT OF ANY DISCREPANCY BETWEEN SOILS
REPORT AND PLANS, ECT.
3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND THE REQUIREMENTS SET FORTH IN THE SOILS
REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR
UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS
SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS
SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY
PER ASTM TEST D-698. MOISTURE CONTENT AT TIME OF PLACEMENT
SHALL NOT EXCEED 2% ABOVE NOR 2% BELOW OPTIMUM MOISTURE
CONTENT. CONTRACTOR SHALL SUBMIT A COMPAC1ON REPORT PREPARED BY
A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE OF
TEXAS, VERIFYING THAT ALL FILLED AREAS TO BE PAVED OVER HAVE BEEN
COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
4. THESE PLANS WERE BASED ON A BOUNDARY/TOPOGRAPHIC SURVEY
PREPARED BY: BUENTELLO LAND SURVEYING, DATED: NOVEMBER 1995.
5. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE
BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE UTILITY
COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING
CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY
HIS WORK FORCE.
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER & SONIC'S AGENT OF ANY NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR
FOR WORK HAVING TO BE DONE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN
GIVEN.
IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENTS OF ANY
KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL
APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION
OVER THIS PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS
AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION.
TRENCH SAFETY SYSTEMS TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA
SAFETY AND HEALTH REGULATION PART 1926, SUBPART P.
SITE PREPARATION NOTES
1. IN GENERAL, REMOVE ALL VEGETATION, TREE ROOTS, ORGANIC TOPSOIL
AND ANY UNDESIRABLE MATERIALS FROM THE CONSTRUCTION AREA. WE
RECOMMEND THAT THE STRIPPING DEPTH BE EVALUATED AT TIME OF
CONSTRUCTION BY A SOIL TECHNICIAN.
2. ANY ON -SITE SOILS, ENCOUNTERED IN THE STRUCTURE AND PAVEMENT
AREAS DURING CONSTRUCTION MUST HAVE RECORDS OF SUCCESSFUL
COMPACTION TESTS SIGNED BY A REGISTERED PROFESSIONAL ENGINEER
THAT COMFIRMS THAT USE OF THE FILL AND RECORD OF CONSTRUCTION
AND EARTHWORK TESTING. THESE TESTS MUST HAVE BEEN PERFORMED
ON ALL THE LIFTS FOR THE ENTIRE THICKNESS OF THE FILL. IN THE
EVENT THAT NO COMPACTON TEST RESULTS ARE AVAILABLE, THE FILL
SOILS MUST BE REMOVED, PROCESSED AND RECOMPACTED IN ACCORDANCE
WITH OUR SITE PREPARATION RECOMMENDATIONS. EXCAVATION SHOULD
EXTEND AT LEAST TWO -FEET BEYOND THE STRUCTURE AND PAVEMENT
AREA. ATERNATIVELY, THE EXISTING FILL SOILS SHOULD BE TESTED
COMPREHENSIVELY TO EVALUATE THE DEGREE OF COMPACTION IN THE
FILL SOILS.
3. THE SUBGRADE AREAS SHOULD THEN BE PROOF -ROLLED WITH A LOADED
DUMP TRUCK, SCRAPER, OR SIMILAR PNEUMATIC-71RE EQUIPMENT.
THE PROOF -ROLLING SERVES TO COMPACT SURFICIAL SOILS AND TO DETECT
ANY LOOSE ZONES. ANY SOILS DEFLECTING EXCESSIVELY UNDER MOVING
LOADS SHOULD BE UNDERCUT TO FIRM SOILS AND RECOMPACTED. THE
PROOF -ROLLING OPERATIONS SHOULD BE OBSERVED BY AN EXPERIENCED
GEOTECHNICIAN.
4. SCARIFY THE SUBGRADE, ADD MOISTURE, OR DRY IF NECESSARY, AND
RECOMPACT TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM D 698-91 (STANDARD PROCTOR). THE MOISTURE CONTENT
AT THE TIME OF COMPACTION OF SUBGRADE SOILS SHOULD BE WITHIN
-2% TO +2% OF THE PROCTOR OPTIMUM VALUE. WE RECOMMEND THAT
THE DEGREE OF COMPAC1ON AND MOISTURE IN THE SUBGRADE SOILS
BE VERIFIED BY FIELD DENSITY TEST AT THE TIME OF CONSTRUCTION.
WE RECOMMEND A MINIMUM OF FOUR FIELD DENSITY TESTS PER LIFT
OR ONE EVERY 2500 SQUARE FEET OF FLOOR SLAB AREAS, WHICHEVER
IS GREATER.
5. STRUCTURAL FILL BENEATH THE BUILDING AREA MAY CONSIST OF OFF -
SITE INORGANIC SILTY CLAYS OR SANDY CLAYS WITH A LIQUID LIMIT OF
LESS THAN 40 AND A PLASTICITY INDEX BETWEEN 8 AND 20. OTHER
TYPES OF STRUCTURAL FILL AVAILABLE LOCALLY, AND ACCEPTABLE TO
THE GEOTECHNICAL ENGINEER, CAN ALSO BE USED.
6. THE BACKFILL SOILS IN THE TRENCH/UNDERGROUND UTILITY AREAS
SHOULD CONSIST OF SELECTED STRUCTURAL FILL, COMPACTED AS
DESCRIBED IN ITEM 4. IN THE EVENT OF COMPAC1ON DIFFICULTIES, THE
TRENCHES SHOULD BE BACKFILLED WITH CEMENT -STABILIZED SAND OR
OTHER MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER.
7. IN CUT AREAS, THE SOILS SHOULD BE EXCAVATED TO GRADE AND THE
SURFACE SOILS PROOF -ROLLED AND SCARIFIED TO A MINIMUM DEPTH
OF SIX -INCHES AND RECOMPACTED TO THE PREVIOUSLY MENTIONED
DENSITY AND MOISTURE CONTENT.
8. THE SUBGRADE AND FILL MOISTURE CONTENT AND DENSITY MUST BE
MAINTAINED UNTIL PAVING OR FLOOR SLABS ARE COMPLETED. WE
RECOMMEND THAT THESE PARAMETERS BE VERIFIED BY FIELD MOISTURE
AND DENSITY TESTS AT THE TIME OF CONSTRUCTION.
9. IN THE AREAS WHERE EXPANSIVE SOILS ARE PRESENT, ROUGH GRADE
THE SITE WITH STRUCTURAL FILL SOILS TO INSURE POSITIVE DRAINAGE.
DUE TO THE HIGH PERMEABILITY OF SANDS, SANDS SHOULD NOT BE
USED FOR SITE GRADING WHERE EXPANSIVE SOILS ARE PRESENT.
10. WE RECOMMEND THAT THE SITE AND SOILS CONDITIONS USED IN THE
STRUCTURAL DESIGN OF THE FOUNDATION BE VERIFIED BY THE ENGINEERS
SITE VISIT AFTER ALL OF THE EARTHWORK AND SITE PREPARATION
HAS BEEN COMPLETED AND PRIOR TO THE CONCRETE PLACEMENT.
PAVING NOTES
1. PAVING OF PRIVATE DRIVE SHALL BE IN ACCORDANCE WITH HARRIS
COUNTY "RULES, REGULATIONS AND REQUIREMENTS" RELATING TO THE
CITY OF HOUSTON, HARRIS COUNTY.
2. THE EXISTING SUBGRADE UNDER ALL PAVEMENT SHALL BE COMPACTED
TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY A +2% OPTIMUM
MOISTURE CONTENT AS REQUIRED BY SOILS REPROT.
3. CONCRETE PAVEMENT SHALL BE MINIMUM THICKNESS AS SHOWN ON
THE PLANS WITH #3 REBARS 0 24" C-C. CONCRETE SHALL BE 3000 PSI
AT 28 DAYS MINIMUM COMPRESSIVE STRENGTH. ALL JOINTS MUST BE
SEALED WITH A TWO PART EPDXY SEALANT (WHITE) AS APPROVED BY
OWNER.
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A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS
R.OW. LINE
SAW 18" 1 BACK OF 1" BOARD EXPANSION
EXISTING CURB OR 1/2" NON -EXTRUDING
PREFORMED JOINT
GUTTER LINE
EXISTING
PAVEMENT
J12 THICK REINFORCED CONCRETE
—� 12 (SEE GENERAL NOTE #7)
CUT UNDER 6" COMPACT SUBGRADE TO 95%
EXISTING I STANDARD PROCTOR DENSITY
PAVEMENT 24
NEW PAVEMENT
FOR USE WITH CONCRETE OR ASPHALT CURBED TYPE STREETS
B - USE FOR ALL PROPOSED EXISTING CURB REMOVAL
WIDTH OF PROPERTY
DRIVEWAY
— R.O.W. LINE
DRIVEWAY RADIUS
5 FEET MINIMUM
15 FEET MAXIMUM
(TYP.)
PROP. SAW CUT
GENERAL NOTES
1. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE SHALL
MATCH EXISTING STREET.
2. PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH PORTLAND CEMENT
CONCRETE, 4 1/2 SACK CEMENT PER CUBIC YARD, 4 1/2 INCHES THICK
AND 4 FEET MINIMUM WIDTH. SEE DETAILS FOR ADDITIONAL INFORMATION.
3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT
CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES THICK, FROM
PROPOSED SAW CUT TO RIGHT-OF-WAY LINE (PROPERTY LINE).
4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED
REINFORCING BARS (ASTM A615 GRADE 60, UNLESS NOTED) SPACED
AT 24 INCHES C.C., EACH WAY, WITH 10 INCHES MINIMUM LAP (6"x
12" W5 x W4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT-
OF-WAY LINE.
5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING
ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES.
6. MAINTAIN GUTTER LINE WITH FACE OF EXISTING CURB.
7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM
BEGINNING TO END OF PROPOSED DRIVEWAY.
8. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM
FACE OF CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING
REINFORCEMENT STEEL.
1" BOARD EXPANSION 9• COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM
OR 1/2" NON -EXTRUDING PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY LINE,
PREFORMED JOINT COMPACT TO 95% OF STANDARD PROCTOR DENSITY (t 2% OPT.
MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE
LABORATORY TESTS TO BE CONDUCTED.
10. IF MORE THAN ONE PROPOSED DRIVEWAY CONNECTION IS BUILT ON THE
BACK OF EXISTING SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM
CURB (TYP.) DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS).
11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE
18" SUBGRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH
MAXIMUM SPACING OF 72 INCHES C/C EACH WAY).
GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM
STREET INTO PROPOSED DRIVEWAY, ONLY
WHEN THERE IS AN EXISTING EXPANSION
JOINT IN THE STREET AT THE PROPOSED
DRIVEWAY INTERSECTION,
CONCRETE DRIVE DETAIL
N.T.S.
N.T.S
#3 Bars ® 24" C-C.E.
3500 P.S.I.
Concrete
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8" Subgrade To Be Lime
Stabilized w/6% Lime. Subgrade r
To Then Be Compacted To 95%
Standard Proctor Density (ASTM 698)
D = CONCRETE THICKNESS
5" FOR LIGHT DUTY
7" FOR HEAVY DUTY
CONCRETE
PAVEMENT
N.T.S.
o
STEEL TO MEET A.S.T.M. STD EXPANSION JOINT TO BE PLACED AT
SPECIFICATION FOR CONCRETE THE END OF EACH CURB RADIUS AND
REINFORCING BARS. UNITS TO SPACED APPROXIMATELY 30' APART.
BE SPACED AT 22" O.C.
NOTE: When concrete curb is to be placed on existing
concrete base 1/2" dia. def. bars, 10" long,
24" C-C dowelled and set in sulfur, or quick
setting cement. ---�
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Mortar finish not required when curb is
poured by a machine, but curb will have
the some outside dimensions.
CONCRETE CURB
ilO&
MANHOLE FRAME & COVER
CONC. MORTAR
BRICK OR PRECAST
CONCRETE AS APPROVED
BY HARRIS COUNTY
FILL w/CONCRETE MORTAR
TO SPRING LINE
#4 O 12" C-C
EACH WAY
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SECTION A -A
NOTE: BRICK WALL 12'-0"
BELOW TOP CASTING
SHALL BE 12" THICK
A A
PLAN OF MANHOLE
FOR PIPE SEWERS LESS THAN 48" DIAMETER
(COVER NOT SHOWN)
N.T.S.
3/4" 3'-0 3/4"
(3'-2 3/4- FOR BRICK) (3'-2 3/4' FOR BRICK)
N.T.S
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STEP: 1 REMOVE TYPE "C" INLET AND REPLACE
AS A "BB" INLET
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SECTION 1-1
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HALF FRONT ELEV.
TOP VIEW
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NEW FRAME
& GRATE
NEW FRAME
& GRATE
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NEW FRAME
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SIDE VIEW
03
1. AFTER REMOVING EXIST CURB, PLACE "I" BEAM TO GRADE AND SET FRAMES AND GRATES.
2. BACKFILL INLET TO A POINT ONE FOOT BEHIND THE CURB WITH 1 SACK/TON CEMENT STABILIZED SAND.
STEP: 3 CONSTRUCT NEW TYPE "B-B" INLET ON CURB RETURN OF PROPOSED DRIVEWAY a:
PROPOSED
DRIVEWAY
PLATE PLATE NEW LEAD
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AVERAGE LOCATION OF "B-B" INLET :1D
COVER OF INLET TO BE SET FLUSH WITH GUTTER ED
6"
LOCATION OF
EXIST STORM SEWER EAD
NEW "B-B" INLET
3/4^
NEW STORM SEWER LEAD TO CONNECT EXIST
i 3/4°
"B-B" INLET AND NEW "B-B" INLET.
SIZE OF
41/4"
NEW LEAD TO BE 24" R.C.P.
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SEWER MANHOLE
TYPE
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INLET RELOCATION
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TRANS. SECTION
PRECAST CURB
BEAM
SECTION THRU I BEAM FOR BRICK WALL
GENERAL NOTES
1. USE STANDARD CAST IRON FRAME & PLATES
2. LEAD SHALL LEAVE INLET AT LOCATION AND GRADE REQUIRED
3. WHEN BRICK INLETS ARE BUILT, EXTEND DOWELS 4" FROM CURB BEAM INTO BRICK WORK.
WHEN BRICK INLETS ARE BUILT, THE WALLS SHALL BE INCREASED TO 8" AND INLET BEAMS
TO BE 4" LONGER.
TYPE "BB" INLET
N.T.S.
BAR LIST
NO.
SIZE
LENGTH
SHP.
LOC.
4
1/2" 0
5'-10"
St.
HOR.
7
1/2" 0
0'-10"
St.
VERT.
7
3/4" 0
1'-6"
Bt.
N.T.S.
5'-0" 4'-0" 5'-0"
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=I
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RAMP SIDE SLOPES 3000 P.S.I. CONCRETE
NOT TO EXCEED 1: 12 WITH #3 BARS ® 24'
(PER ADA REQ'S) O.C.E.W.
NOTE:
RAMP AREA SHALL RECIEVE A DETECTABLE WARNING
SURFACE OF TRUNCATED DOMES AND COLOR
TO CONTRAST WITH ADJOINING SURFACES
PER ADA REQUIREMENTS.
WHEELCHAIR RAMP
N.T.S.
12" x 18" ALUMINUM -
SIGN WITH BAKED
ENAMEL PAINT 0
FINISH BOLTED TO
FACE OF POST
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18" DIA. CONCRETE
o FOUNDATION
T
GUARD POST
HANDICAPPED
PARKING
ONLY
1 1/2" ROUND
METAL PIPE WITH 0 oQ¢
GALVANIZED FINISH rn .100
to J
Fin Grade
1'-0" x 1'-0" x 3'-0"D
CONCRETE FOOTING j 1 3'-0"
HANDICAPPED PARKING SIGN
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DATE: 10-31-1995
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EAST — 133.00'
G (65)EA. (�
1-000000000000
X
SPENCER HIGH WA Y ( 1 00' R. 0. W.
(Exist. Concrete Pvm't.)
CALLED 0.2061 ACRES
BAYPORT NATIONAL BANK OF LA PORTE
H. C. C. F. No. H783039
G (65)EA.
0
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Exist. 60" Stm.Swr.
CALLED 1.346 ACRES
BAYPORT NATIONAL BANK
H.C.C.F. No. G157445
Sr DAIICA
20' 0 20' 40'
SCALE: 1" = 20'
PLANT SCHEDULE
PLANT
NUMBER
QTY.
DESCRIPTION
SIZE
COMMENTS
A
—
BRADFORD PEAR
4" CAL.
A
B
—
LIVE OAK
2" CAL.
A
C
—
RED OAK
2" CAL.
A
D
—
DWARF HANDINA
2 GAL.
A
E
—
DWARF YAUPON HOLLY
5 GAL.
A
F
—
TAM VUNIPER
5 GAL.
A
G
—
POTHENIA
5 GAL.
A
H
—
LIROPE
1 GAL.
A
K
—
SEASONAL COLOR
4"
BEGONIAS OR EQUAL
50D (COMMON BERMUDA)
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SITE �R
SPENCER HWY.
LOCATION MAP
NOTM SCALE
x