HomeMy WebLinkAbout8" WATERLINE & 8" SAN SWR EXTS TO SERVE GULF COAST CONCRETE }
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PAVING AND UTILITIES TO SERVE
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ROOKS & SPARKS, INC. SHEET NO. DESCRIPTION
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CONSULTING ENGINEERING 1 . COVER SHEET
c Cn 2. GENERAL CONSTRUCTION NOTES
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3. SITE PLAN
4. SITE PLAN
5. PLAN & PROFILE STA. 3+00 TO STA. 7+ 00 NORTH "E" STREET
6. PLAN & PROFILE STA. 7+00 TO STA. 11 + 44 NORTH "E" STREET
rt 7. MISCELLANEOUS DETAILS
8. MISCELLANEOUS DETAILS
PROJECT
.,= LOCATION
FA'P `" 9. CITY OF LAPORTE STANDARD WATER MAIN DETAILS
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GENERAL CONSTRUCTION NOTES
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING
TRAFFIC IN TH
17.
IN ORDER TO COMPLY WITH HANDICAP REGULATIONS, THE CONTRACTOR SHALL
E IMMEDIATEVICINITY
C IN IlY OF CONSTRUCTION. ALL
WORK SHALL
ENSURE THAT THE SLOPE OF THE SIDEWALK AND / OR PAVING IN THE FIRST
BE PERFORMED IN Clir_.H A nAA1NN,ER Anm cEQ:lENCc :,S T^
v
PROVIDE MAXIMUM PROTECTION TO TRAFFIC AND PEDESTRIANS.
�,•,•-
rl VE FEET OUTSiut ANY DOOR DUES NOT EXCEED 2%.
CONTROLS SHALL BE CONSISTENT WITH THE TYPE OF WORK BEING
18.
THE TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTA-
PERFORMED.
TION 1993 STANDARD SPECIFICATIONS AND STANDARDS FOR CONSTRUC-
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND
TION OF HIGHWAYS, STREETS AND BRIDGES SHALL BE CONSIDERED PART
DISPOSAL OF ALL WASTE MATERIAL GENERATED DURING CONSTRUCTION.
OF THESE PLANS AND USED AS THE SPECIFICATIONS FOR ITEMS EXCEPT
AS SHOWN OTHERWISE ON PLANS OR IN
WASTE MATERIAL MUST BE REMOVED FROM THE WORK SITE AND
THE PROJECT SPECIFICATIONS.
DISPOSED OF IN SUCH A MANNER AS TO NOT DAMAGE THE OWNER OR
OTHER PERSONS. (NO SEPARATE PAY FOR THIS ITEM.)
19.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING A SAFE
PROJECT SITE 24 HOURS A DAY. AS A MINIMUM, THE GUIDELINES SET
3.
THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH THE
FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" SHALL
BE OBSERVED.
ENGINEER PRIOR TO COMMENCING WORK.
4.
CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FINAL GRADES
20.
ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE
TO ASSURE POSITIVE DRAINAGE. I
DISTURBED DURING
CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF
5.
THE CONTRACTOR MUST CLEAN MUD, DIRT OR DEBRIS TRACKED
THE GOVERNING AUTHORITY.
ONTO FXIST1Nf STRFFTC RY I-ITA OP cilcrnnlTPgCTOIi'S
___.
VEHICLES AND EQUIPMENT IN A TIMELY MANNER
Li.
YLHIL 0Al,K1'ILL Az) YKUMYILY AND AS PRACTICABLE AFTER COMPLETION OF
EACH STRUCTURE OR PORTION OF
A STRUCTURE. DO NOT PLACE
6.
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA A
BACKFILL AGAINST CONCRETE WALLS OR SIMILAR STRUCTURES UNTIL
CONCRETE HAS CURED AT LEAST SEVEN (7) DAYS.
MINIMUM OF 48 HOURS PRIOR TO COMMENCING WORK IN ANY RIGHT-OF-
WAY OR EXISTING EASEMENT. THE CONTRACTOR SHALL CONTACT THE
22.
CEMENT -SAND BACKFILL SHALL CONSIST OF NOT LESS THAN 1-1/2 SACKS
UTILITY COORDINATING COMMITTEE AT (713) 223-4567, 1-800-245-4545 48
OF CEMENT PER TON OF SAND WITH SUFFICIENT WATER TO
HOURS PRIOR TO COMMENCING CONSTRUCTION.
HYDRATE THE CEMENT. THE MATERIAL SHALL BE PLACED IN LAYERS
7.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED
EIGHT (8) INCHES THICK MAXIMUM AND COMPACTED AS SPECIFIED.
SECURITY TO PROTECT HIS OWN PRnPFPTY EnIIIPAAENT AMn wnoK IN
PROGRESS.
�.
Imt CviJTRACTOR JHALL dt KtJNUNSItjLE FOR OBTAINING ALL APPLICABLE CITY,
COUNTY, STATE, AND FEDERAL PERMITS.
8.
VERIFY ALL DIMENSIONS AND CONDITIONS 1N THE FIELD BEFORE
24.
11,10 CONS RUC-110N WHICH BLOCKS TRAFFIC ANY STREET, ALLEY, OR
COMMENCING ANY WORK, IT SHALL BE CONTRACTOR'C RFSPn1NSIRILITY
nMnl CMAI LII, 1 f�
TO REPORT ANY DISCREPANCIES TO THE OWNER IN A TIMELY MANNER.
v1111_nrr1 HILL 0C ALLV1fru vURiiJG II -it HOuKS OF b:.SU A.M. - 8:30 A.M. AND
2:30-6:00 P.M.
9.
OVERHEAD POWER LINES EXIST IN THE AREA OF THE PROJECT, TEXAS
25.
INGRESS AND EGRESS SHALL BE PROVIDED AT ALL TIMES FOR THE
LAW ARTICLE 1436C, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR
EQUIPMENT MAY COME WITHIN SIX (6) FEET OF ENERGIZED
PROPERTY OWNERS AND BUSINESSES OF THE ABUTTING PROPERTY AND
OVERHEAD
POWER LINES, AND FEDERAL REGULATIONS, TITLE 29, PART 1910.180 (1)
THE CROSS STREETS WHICH ARE AFFECTED BY THE CONSTRUCTION OF
THIS PROJECT.
AND PART (1926.550(A)(15) REQUIRE A MINIMUM OF TEN (10) FEET FROM
THESE FACILITIES WHERE CONTRACTOR MUST WORK NEAR OVERHEAD
26.
DURING THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL
POWER LINES, CALL (713) 482-7941 FOR THE LINES TO BE DE -ENERGIZED
AND/OR MOVED AT CONTRACTOR'S
MAINTAIN CONSTRUCTION WARNING SIGNS AT EACH END OF THE PROJECT
EXPENSE.
TO WARN MOTORING AND PEDESTRIAN TRAFFIC THAT CONSTRUCTION IS IN
10.
THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE
PROGRESS AND OF POSSIBLE HAZARDOUS CONDITIONS GENERATED BY
THE CONSTRUCTION.
OF TEXAS LAW CONCERNING EXCAVATION, TRENCHING AND SHORING.
11.
ALL TOP SOIL IN AREAS TO BE GRADED SHALL BE STOCKPILED PRIOR TO
27.
ALL DIMENSIONS SHOWN ARE APPROXIMATE AND ARE TO BE VERIFIED BY
GRADING AND REPLACED AT THE PROPOSED ELEVATIONS.
THE CONTRACTOR. CHANGES IN HORIZONTAL OR VERTICAL ALIGNMENT
ARE TO
BE APPROVED BY THE ARCHITECT.
12.
THE DRAWINGS SHOW AS MUCH INFORMATION AS CAN BE REASONABLY
OBTAINED FROM AN
28.
DETAILING AND FABRICATION OF CONCRETE REINFORCEMENT AND
ON THE GROUND OBSERVATION, SURVEY AND
EXISTING CONSTRUCTION DRAWINGS REGARDING THE TOPOGRAPHIC
ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI-318 LATEST EDITION.
FEATURES, ELEVATIONS AS WELL AS THE LOCATION AND NATURE OF
PIPELINES, NATURAL
29.
LAP ALL CONTINUOUS REINFORCING STEEL 36 DIAMETERS AT SPLICES,
GAS LINES, UNDERGROUND CABLES, UTILITIES, ETC.,
HOWEVER, THE ACCURACY OF
TEES, AND CORNERS UNLESS NOTED OTHERWISE ON PLANS.
OR COMPLETENESS OF SUCH INFORMATION
IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UNDERGROUND UTILITIES
30.
CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB
SUFFICIENTLY IN ADVANCE OF
CONSTRUCTION TO PRECLUDE DAMAGE TO EXISTING UTILITIES. IN THE
SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING WORK.
EVENT THAT UNDERGROUND UTILITIES NOT SHOWN ON THE DRAWINGS
ARE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE
31.
ANY WORK IN PUBLIC RIGHTS -OF -WAY SHALL BE PERFORMED TO THE STANDARDS
CON-
TRACTOR'S RESPONSIBILITY TO CONSTRUCT THE WORK AS INTENDED
OF THE GOVERNING AUTHORITY.
AT NO INCREASE IN THE CONTRACT PRICE.
32.
DELINEATORS SHALL BE INSTALLED ALONG THE PAVEMENT EDGE TO WARN TRAFFIC
13.
IN THE EVENT OF DAMAGE TO UNDERGROUND UTILITIES OR FACILITIES, INCLUDING
OF ANY ROADSIDE OBJECTS OR HAZARDS AND TO DELINEATE THE ROADWAY EDGE
DURING HOURS OF DARKNESS.
SPRINKLER SYSTEM, WHETHER SHOWN OR NOT ON THE DRAWINGS. THE CONTRACTOR
SHALL MAKE THE NECESSARY REPAIRS TO REPLACE THE UTILITY OR FACILITY
BACK IN SERVICE AT
33.
THE CONTRACTOR SHALL COORDINATE FINAL GRADING OF LANDSCAPED AREAS WITH
NO INCREASE IN THE CONTRACT PRICE AND ALL
THE ARCHITECT.
SUCH REPAIRS SHALL CONFORM TO THE REQUIREMENTS OF THE
COMPANY OR AGENCY SERVICING THE FACILITY.
34.
CONTRACTOR SHALL CONTACT ALL GOVERNING AGENCIES A MINIMUM
14.
THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITIES AND VERIFY
OF 48 HOURS PRIOR TO CONSTRUCTION AND COORDINATE ALL WORK
WITH THE SAME.
EXISTING ELEVATIONS OF SAME AT ALL UTILITY CROSSINGS BEFORE
COMMENCING ANY OTHER WORK. CONFLICTS SHALL BE REPORTED TO
THE ENGINEER IMMEDIATELY.
15.
ALL STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60.
16.
SOME OF THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT BEEN FIELD
VERIFIED. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO CONSTRUCTION TO
DISCUSS ON SITE UTILITIES WITH HOUSTON ISD'S REPRESENTATIVE.
FILE: 48500303.DWG
STORM, SANITARY AND WATER LINE CONSTRUCTION NOTES
1. STORM SEWER PIPE, LARGER THAN 15-INCH DIAMETER SHALL BE
REINFORCED CONCRETE MEETING A.S.T.M., C-76, CLASS III.
OCDDIIYG, OACFILLING AINU INJTALLA ITUN OF PIPt AND
CONSTRUCTION OF APPURTENANCES SHALL BE IN ACCORDANCE
WITH CITY OF HOUSTON SPECIFICATIONS.
2. SANITARY SEWER SHALL BE PVC (POLY -VINYL CHLORIDE) PIPE
MEETING A.S.T.M. SPECIFICATIONS, C-3034-73 AND HAVING
A S.D.R. OF 26, OR AS NOTED. BEDDING, BACKFILLING AND
INSTALLATION OF PIPE AND CONSTRUCTION OF APPURTENANCES
SHALL BE IN ACCORDANCE WITH CITY OF HOUSTON SPECIFICATIONS.
3. WATER LINES 3" AND SMALLER SHALL BE PVC (POLY -VINYL
CHLORIDE) PIPE CONFORMING TO SCHEDULE 40 PVC.
4. WATER LINES 4" AND LARGER SHALL BE POLYVINYL CHLORIDE (PVC),
DR-18, CLASS 150, CONFORMING TO AWWA C900, AS CURRENTLY
AMENDED UNLESS OTHERWISE NOTED ON THE PLANS.
5. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES
Uhi IiL MLL F-ROPOStU riAIttK L.INtS HAVE BEEN THOROUGHLY
CLEANED, TESTED, DISINFECTED AND APPROVED BY THE
ENGINEER. ALL TESTING PROCEDURES SHALL CONFORM TO CITY
OF LAPORTE STANDARDS,
6. MINIMUM VERTICAL CLEARANCE BETWEEN WATER LINES AND OTHER UTILITIES
SHALL BE TWELVE INCHES, UNLESS OTHERWISE NOTED ON THE PLANS.
7. EXISTING WATER SERVICES SHALL -NOT BE INTERRUPTED DURING
CONSTRUCTION.
8. ALL VALVES SHALL BE LEFT HAND (COUNTER -CLOCKWISE) OPEN.
9. CONTRACTOR SM L UNCOVER tkISTING UTILITIES AT ALL
"D�INT� vF viwJJiiw' Ill DGILRMINL Ir I. VIVY Li I:i LICIJIJ
BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER
AT ONCE OF ANY CONFLICT.
10. WHERE CONCRETE CURB OR WALK IS INDICATED, ELEVATION
SHALL BE 6 INCHES ABOVE TOP OF PAVEMENT ELEVATION SHOWN.
11. UTILITIES ARE TO BE TAKEN TO WITHIN FIVE (5) FEET OF
BUILDING. SEE PLUMBING SHEETS INDICATED FOR CONTINUATION
OF SERVICE CONNECTIONS INTO BUILDING.
12. THE WORK AREA SHALL BE BARRICADED AND ILLUMINATED DURING
DARKNESS AND PERIODS OF INACTIVITY, WHEN IN AN AREA OF
DIRECT PUBLIC ACCESS.
13. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING
AS NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES
DURING ALL PHASES OF CONSTRUCTION:
14. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING,
MAINTAINING, AND RESTORING ALL DRAINAGE SYSTEMS.
15. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY ALL
GOVERNING AGENCIES.
16. CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES TO VERIFY
LOCATION AND DEPTH OF ALL EXISTING UTILITY LINES.
17. THE CONTRACTOR SHALL PROVIDE A TRENCH SAFETY SYSTEM TO
MEET APPROPRIATE REQUIREMENTS ESTABLISHED IN
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
SAFETY & HEALTH REGULATIONS, 29 CFR 1926, SUBPART
P - EXCAVATIONS, TRENCHING AND SHORING, AND OSHA'S
PROPOSED STANDARDS ON TRENCHING, EXCAVATION PUBLISHED IN
VOLUME 52, NO. 72 OF THE FEDERAL REGISTER, APRIL 15,
1987, PAGES 12288-12339. SHOULD THE REFERENCED OSHA
STANDARDS BE MODIFIED OR AMENDED, THE MORE STRINGENT
REQUIREMENTS SHALL APPLY.
18. AL
L XI E STING POWER POLES,
0 R ELI
GHT
L G STANDARDS,
D RD S SIGNS ET
C.
C.
WHICH AFFECT THE PROPOSED CONSTRUCTION SHALL RF RE-ArnIFn
AND/OR RELOCATED AS REQUIRED WHETHER SHOWN ON DRAWINGS OR NOT.
19. THE CONTRACTOR SHALL USE PRECAST STORM SEWER INLETS, BRICK INLETS MAY
BE USED UPON APPROVAL OF CONSTRUCTION PROCEDURES.
20. ALL PROPOSED STORM INLETS AND MANHOLES SHALL BE BEDDED AND
BACKFILLED WITH CEMENT STABILIZED SAND (1-1/2 SACKS OF CEMENT PER
TON OF SAND) PLACED IN 8" LIFTS AND COMPACTED TO 957. STANDARD PROCTER
DENSITY, FILL SHALL BE AT LEAST 12" ON BOTTOM AND 2' OUTSIDE
OF STRUCTURE.
21. ALL SEWER PIPE UNDER OR WITHIN TWO (2) FEET OF PROPOSED OR
FUTURE PAVEMENT SHALL BE BEDDED AND BACKFILLED WITH
CEMENT STABILIZED SAND UP TO THE BOTTOM OF THE PAVEMENT
SUBGRADE.
22. CONTRACTOR SHALL INSTALL GROUND WATER CONTROL FACILITIES AS REQUIRED,
TO CONTROL WATER IN UTILITY TRENCH FXreVATInrN.
23. MISCELLANEOUS PVC FITTINGS ARE NOT SHOWN ON THE PLANS, BUT REQUIRED TO ACCOMPLISH
THE INTENDED PIPING DESIGN, SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
24. PROPOSED SANITARY SEWER PIPE SHALL BE SDR 26 PVC UNLESS SHOWN OTHERWISE ON PLANS.
25. CONCRETE HEADWALLS IF REQUIRED FOR THIS PROJECT SHALL BE PER TEXAS
DEPARTMENT OF TRANSPORTATION STANDARDS. #5 GALVANIZED VERTICAL
BARS SHALL BE PLACED 5" O.C. ACROSS FACE nF PIPF
26. CONCRETE FOR DRAINAGE STRUCTURES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 4000 PSI AT 28 DAYS,
27. SEE DETAIL SHEET FOR THRUST BLOCK DETAILS.
28. WATER MAINS, VALVES, METERS AND ALL APPURTENANCES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH HARRIS COUNTY AND THE CITY
OF LAPORTE REQUIREMENTS AS CURRENTLY AMENDED AND THE
REQUIREMENTS OF ANY OTHER GOVERNING AGENCY,
29. ALL WATER LINES SHALL HAVE A MINIMUM OF FOUR FEET OF COVER
BELOW FINISHED GRADE UNLESS OTHERWISE SHOWN ON THE PLANS.
30. CONCRETE PIPE USED ON THIS PROJECT SHALL BE C-76 CLASS III AND HAVE TONGUE
AND GROOVE JOINTS AND SHALL BE JOINTED AND SEALED WITH A COLD JOINT COMPOUND.
JOINT AND PRIMER COMPOUNDS USED FOR THESE JOINTS SHALL BE TALCOTE
NO. 0.52 OR GULF STATES NO. GS-702 OR 722. PIPE SHALL BE EMBEDDED AND WRAPPED
WITH CEMENT STABILIZED SAND. PRIMER SHALL BE THE TYPE RECOMMENDED BY THE
MANUFACTURER OF THE COMPOUND USED. CONCRETE PIPE IS ONLY TO BE USED WHERE
REQUIRED IN PUBLIC RIGHTS -OF -WAY AND/OR AT TIES TO PUBLIC STORM SEWER SYSTEMS.
31. ON SITE STORM SEWERS 15-INCH DIAMETER AND LESS SHALL BE CORRUGATED
HIGH DENSITY POLYETHYLENE (PER AASHTO M-294-871, HANCOR INC., ADS N12, HI-Q PIPE).
PRODUCT MUST HAVE GASKET JOINTS.
32. ALL UTILITY CONSTRUCTION MUST COMPLY WITH CITY OF LAPORTE WATER AND SANITARY
SEWER SPECIFICATIONS. REFER TO STANDARD WATER AND SANITARY SEWER DETAIL
SHEETS ON FILE IN CITY OF LAPORTE ENGINEERING DEPARTMENT.
CONCRETE PAVING NOTES
1. A RED WOOD EXPANSION JOINT SHALL BE PLACED BETWEEN FOUNDATIONS OR
STRUCTURES AND THE CONCRETE PAVEMENT.
2. CONCRETE PAVEMENT SHALL BE A MINIMUM OF FIVE (6) SACKS OF CEMENT
PER CUBIC YARD AND SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING A JOINTING PLAN
BASED ON THE FOLLOWING CRITERIA: EXPANSION JOINTS SHALL HAVE A
SPACING OF 30 FEET WITH A CONTRACTION JOINT MIDWAY BETWEEN THE
EXPANSION JOINTS. DUMMY GROVE JOINTS SHALL BE PLACED BETWEEN
THE EXPANSION AND THE CONTRACTION JOINTS. MAXIMUM SPACING FOR
THE DUMMY GROVE JOINTS SHALL BE 15 FEET.
4. PROPOSED JOINTING PLAN SHALL BE SUBMITTED TO ENGINEER FOR
APPROVAL PRIOR TO PLACEMENT OF CONCRETE.
Burs & sP,4W9 INC.
CONSULTING ENGINEERING
15915 KATY FREEWAY
SU17E 440 PHONE. (713) 578-9595
HOUSTON, TX. 77094 FAX.- (713) 578-9686
1
LAPORTE FACILITY
SITE DEVELOPMENT
GULF COAST CONCRETE
& STABILIZED MATERIAL
GENERAL
CONSTRUCTION NOTES
NO.
DATE
REVISIONS
BY
DRAWN BY: BWR
CHECKED BY: GWM
DESIGNED BY: FEB
APPROVED BY: RKS
PROJECT NO.: 485003
DATE: JULY 1996
SCALE: NONE
SHEET 2 OF 9
i
i
BROOKS SPARKS INC.
CONSULTING ENGINEERING
SUITE 440 FREEWAY PHONE: (713) 578-9595
HOUSTON, TX. 77094 FAX.- (713) 578-9686
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FILE: 48500302.DWG
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LEASED PROPERLY -f J
' < BOUNDARY
U
LEGEND
PROPOSED
EXISTING
0
PROPObED MANHOLE
SAN. M.H. = SANITARY SEWER MANHOLE
❑
PROPOSED GRATE/CURB INLET
)
STM. M.H. = STORM SEWER MANHOLE
TIC 20.00
PROPOSED TOP OF CURB ELEV.
FIRE HYD. = FIRE HYDRANT
TP ts.00
PROPOSED TOP OF PAVEMENT ELEV.
Ar
W.V. = WATER VALVE
FL f8.00
PROPOSED DITCH FLOW LINE
P.P. = POWER POLE
rvzzl
MATCH EXIST. CURB & GUTTER
-
GUY = GUY WIRE ANCHOR
M.E.P.
MATCH EXIST. PAVEMENT
«
"B-B" INLET = STORM SEWER INLET
mmw
DIRECTION OF FLOW
❑
= STREET LIGHT STANDARD
FL
FLOW LINE
TELE. PED = S.W.B.T. CO. PEDESTAL
0C.0.
PROPOSED CLEANOUT
"'
EXISTING ELEVATION
PROPOSED CONCRETE PAVEMENT
FENCE COLUMNS
0
FND. IRON ROD
i
SIGN
BENCHMARK
ELEV.=18.41 (1978 ADJ.)
CITY OF LAPORTE SURVEY BRASS CAP
WITH PUNCH MARK LOCATION
INTERSECTION W. MAIN ST. & HWY 146
TBM
ELEV. =17.87
CHISLED "d' ON NORTH END OF 24"
RCP RUNNING UNDER N. "E" ST.
INTERSECTION OF N. 16th ST.
FLOODPLAIN EKEV.
THE SITE IS NOT LOCATED IN THE
100-YEAR FLOOD PLAIN ACCORDING TO
FEMA MAP PANEL 48201CO34OG
DATED SEPT. 28, 1990
KEY MAP NO. 540W
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LAPORTE FACILITY
SITE DEVELOPMENT
GULF COAST CONCRETE
& STABILIZED MATERIAL
SITE PLAN
NO.
DATE
REVISIONS
BY
DRAWN BY: DTD
CHECKED BY: RKS
DESIGNED BY: WWB
APPROVED BY: FEB
PROJECT NO.: 485003
DATE: JULY 1996
SCALE: 1"=40'
SHEET 3 OF 9
SOU
PACIFIC RAILROAD
SCALE: lm=40'
PROP. GRATE ❑VLGI """• "' it lio.av 1 PROP. GRATE iNLE it
�( a TG=16.97 DITCH ®1.00% 17.37 1P 18.50 PROP. 40 LF
17.37 DITCH 0 1.00% TG=19.05 s;
a N=14.41
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iw I FL=14 467 TP 18.55 xJl .. �. (IX'7P 18.92 7P 18.05 I o
BLOCK 642
p ++ t `� I LJ DIESEL FUEL &
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TP
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SWR.L®10. 2gTM. _
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e. �o .... ... ...
Q � TP 18.02 BOLTED STEEL �
"' " " WATER TANK LEASED PROPERTY
WATER SUPPLYFl
TP 18.37 TP 18.02 � 14.87 � TP 18.23 BOUNDARY
OFFICE I
PUMPS TRAILER TP 18.23 BACKFLOW
y PR VENTER WITH BOLLARDS
i_''.'..%%',>'.'. v PROP. GRATE INLE
c1~ D' ELECTRICAL SERVICE DROP DRAIN 24' TRENCH H a x f TG=17.97
WW
a SAMPLE WELL TG 18.15 e 9a 18"(N)=14.73 I
ROADWAY n m 1 ... L
EXTENSION 64 LF 18" STM.
Z Z ¢ NORTH 18TH STREET. ' x,- K; x -' SWR. ®0.22%
(NOT CONSTRUCTED) PROP. SAN. SWR. MH TYPE "4" 'may s G O9 —
UU Z (60' R.O.W.) j PROP. DUAL 18' 1
E- of X `:CULVERT PIPES
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W q BLOCK 643 o-M.E.P. BLOCK 618
c n3 O' PROP. 8 SAN. SWR. o- 5 s y c, 9 f�
i LEGEND
PROPOSED EXISTING
O PROPOSED MANHOLE SAN. M.H. = SANITARY SEWER MANHOLE
❑ PROPOSED GRATE/CURB INLET CID STM. M.H. = STORM SEWER MANHOLE
TC 20.0o PROPOSED TOP OF CURB ELEV. FIRE HYD. = FIRE HYDRANT
di
TP Fl9.00 PROPOSED TOP OF PAVEMENT ELEV. W.V. = WATER VALVE
N
FL 18. 0=0 PROPOSED DITCH FLOW LINE P.P. = POWER POLE
M.E.C. MATCH EXIST. CURB & GUTTER --1 GUY = GUY WIRE ANCHOR
I
M.E.P. MATCH EXIST. PAVEMENT "B—B" INLET = STORM SEWER INLET .
o
,v,B► DIRECTION OF FLOW ❑ = STREET LIGHT STANDARD
j o
Q FL FLOW LINE TELE. PED = S.W.B.T. CO. PEDESTAL
°C p PROPOSED CLEANOUT EXISTING ELEVATION
I
PROPOSED CONCRETE PAVEMENT FENCE COLUMNS
Y 0 FND. IRON ROD
o
i
y SIGN
i FILE: 48500302.DWG
I �
BROOKS SPARKS INC.
CONSULTING ENGINEERING
15915 KATY FREEWAY
SUITE 440 PHONE: (713) 578-9595
HOUSTON, TX. 77094 FAX: (713) 578-9686
BENCHMARK
ELEV.=18.41 (1978 ADJ.)
CITY OF LAPORTE SURVEY BRASS CAP
WITH PUNCH MARK LOCATION
INTERSECTION W. MAIN ST. & HWY 146
TB M
ELEV. =17.87
CHISLED 'ff ON NORTH END OF 24"
RCP RUNNING UNDER N. "E" ST.
INTERSECTION OF N. 16th ST.
FLOODPLAIN EKEV.
THE SITE IS NOT LOCATED IN THE
100—YEAR FLOOD PLAIN ACCORDING TO
FEMA MAP PANEL 48201CO34OG
DATED SEPT. 28, 1990
KEY MAP NO. 540W
17j,
LAPORTE FACILITY
SITE DEVELOPMENT
GULF COAST CONCRETE
& STABILIZED MATERIAL
SITE PLAN
NO.
DATE
REVISIONS
BY
L
4
DRAWN BY: DTD
CHECKED BY: RKS
DESIGNED BY: WWB
APPROVED BY: FEB
PROJECT NO.: 485003
DATE: JULY 1996
SCALE: 1"=40'
SHEET 4 OF 9
0
o
PROP. DITCH
N
M.E.P.
ff »
NORTH E' STREET
yry
a
W
Q ,
[IE16.97
,q
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o,
(AS HPALT) (60 R.O.W.)
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z
PROP.-4.- SAN
iaS
.
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0.
x
♦ ,g ,e 60
<°
6
SWR. CLEANOUT
`
n
PROP. 6 X4 SAN. SWR. 45'
ti �„
ti
— --i,■—
24 ��_q
Rce y.
m.
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q
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x
PROP. 6 S
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x
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, 6.
EXIST
q R.O.W.
y
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q
x
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PROP. 4 SAN. SWR.
-_ SWR. LEAD
�'
a
♦s
SERVICE LEAD
3
0,
_
z
PROP. `SAN. SWR. MH
TYPE - 4 /
/
o
`—MUt IJZ tW
CONCRETE
ET
LIMI 1 J Ut
PAVEMENT
�_ PROP. 8 SAN. 'SWR.
REMOVE EXIST.: 24 RCP
I
I.
...
CTA.d177. Od UT
. !wl
Tom:. .i.:,....-...-. .. ....�....�.. _.'.
'.
E%: ST R.O.W.
1
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Dry
_
_;'PIPE
�
UNABLE TO FIELD VERIFY
SIZE AND F ELEV.
- -
,.
_rvm r CAN CWR AA{.1 -
OF MH HUE TO DEBRIS
-
,..
•
PROP.
8 SAN. SWR.
STA. 7+5 3.00
0 CT PROP.; 8 SAN.
C NNE P
SWR. TO
...:
,X
W
,,
1 0:.
'EXIST. MH PER. CITY F C
LAPORTE
�.
REQUIREMENTS,
3
PROPOSED
90- BEND
45' BEND 1
22 1%7 BEND
TEES
PLUGS
SIZE
A
B
A
B
I A
B
A
I B
A
B
1 2'
12"
7"
6"
7"
6"
6"
7"
8"
8"
14"
6"
16"
10"
9"
10"
6"
12"
10"
12"
10"
21"
8"-
22"
13"
12"
13"
8"
10"
13"
16"
12"
29"'
10"
26"
17"
14"-
17"
10"
13"-
16"
20"
14"
36"
12"
29"
21"
16"
21"
11"
16"
18"
24"
16"
41"
14"
35"
24"
19"
24"
12"
20"
22"
27"
18"
48"
16"
38"
27"
21"
27"
12"
24"
124"
30"
20"
54".
�• v J �• N
q t 4Z c c
UNDISTURBED A A got
NATURAL GROUND
BEND TEE
18" MIN. -
LAPORTE FACILITY'
-t—f� ��-I r clTr nwPi nPnnFNIT
rI:
�r
IR
e
.. ... ..., TEE
O
i REBAR UNR TO
10.1 BE 22• �. LAPO RTE FAC I LITY
SITE DEVELOPMENT
I
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