HomeMy WebLinkAboutSAN JACINTO COLLEGE MARITIME CAMPUSSAN JACINTO COLLEGE DISTRICT
PROPOSED PAVING, UTILITIES AND LIFT STATION
TO SERVE
MARITIME CAMPUS
PASADENA / SHOREACRES, TEXAS
DECEMBER 2012
INDEX
SHEET NO. DESCRIPTION
1
COVER SHEET
yyn a
spy
2
GENERAL NOTES
3
OVERALL LAYOUT
4
PLAN & PROFILE PROPOSED 4" FORCE MAIN
AND 8" WATER LINE STA. 1+00 TO 7+00
5
PLAN & PROFILE PROPOSED 4" FORCE MAIN,
8" WATER LINE AND DRIVEWAY STA. 1+00 TO 4+00
PROPOSED DRIVEWAY STA.1+00 TO 4+00
PROJECT
ew,ro
LOCATION
6
PLAN & PROFILE OLD HIGHWAY 146
e
7
STORM WATER POLLUTION PREVENTION PLAN
9
8
STORM WATER POLLUTION PREVENTION PLAN DETAILS
PROJECT
9
TRAFFIC CONTROL PLAN
LOCATION
10
PAVING DETAILS
LOCATION MAP
11
TxDOT SAFETY END TREATMENT DETAILS
VICINITY MAP
12
STORM SEWER DETAILS
KEY MAP 580T&U
13
SANITARY SEWER DETAILS
N.T.S.
14
WATER LINE DETAILS
GIMS TILE 6251B
ZIP CODE 77586
15
MISCELLANEOUS DETAILS
16
SANITARY SEWER LIFT STATION SPECIFICATIONS
17
SANITARY SEWER LIFT STATION SITE PLAN
FIRM
18
SANITARY SEWER LIFT STATION PUMP CURVE & DETAILS
FLOOD INSURANCE RATE MAP
PANEL ( 1085 ) OF ( 1150)
19
SANITARY SEWER LIFT STATION DETAILS
MAP# 48201GIO85L
MAP RESERVED JUNE 18, 2007
20
SANITARY SEWER LIFT STATION ELECTRICAL DETAILS
EIFE ELEVATION
BROOKS & SPARKS, INC.
F-880
la-1�-1a
I 0
■ o
BROOKS & SPARKS, INC.
.. 00N5UL1•J)vG ENGINE'E'RING
TEXAS REGISTERED ENGINEERING FIRM F-880
SHEET NO. 1 OF 20
GENERAL CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH THE
ARCHITECT PRIOR TO COMMENCING WORK.
2. CONTRACTOR SHALL CONTACT ALL GOVERNING AGENCIES A MINIMUM OF 48
HOURS PRIOR TO CONSTRUCTION AND COORDINATE ALL WORK WITH THE SAME.
3. WHETHER SHOWN ON DRAWINGS OR NOT THE CONTRACTOR SHALL PROVIDE ALL
PIPING, APPURTENANCES, AND MISCELLANEOUS FITTINGS REQUIRED TO
ACCOMPLISH THE DESIGN AS DRAWN AT NO ADDITIONAL COST TO THE OWNER.
CONTRACTOR SHALL CONTACT ENGINEER IF UNSURE OF PIPING LAYOUT, SIZES
OR LENGTHS.
4. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING
ANY WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPORT ANY
DISCREPANCIES TO THE ENGINEER IN A TIMELY MANNER.
5. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND ARE TO BE VERIFIED BY THE
CONTRACTOR. CHANGES IN HORIZONTAL OR VERTICAL ALIGNMENT ARE TO BE
APPROVED BY THE ENGINEER.
6. THE DRAWINGS SHOW AS MUCH INFORMATION AS CAN BE REASONABLY
OBTAINED FROM AN ON THE GROUND OBSERVATION, SURVEY AND EXISTING
CONSTRUCTION DRAWINGS REGARDING THE TOPOGRAPHIC FEATURES, ELEVATIONS
AS WELL AS THE LOCATION AND NATURE OF PIPELINES, NATURAL GAS LINES,
UNDERGROUND CABLES, UTILITIES, ETC. HOWEVER, THE ACCURACY OF OR
COMPLETENESS OF SUCH INFORMATION IS NOT GUARANTEED. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES SUFFICIENTLY IN
ADVANCE OF CONSTRUCTION TO PRECLUDE DAMAGE TO EXISTING UTILITIES. IN
THE EVENT THAT UNDERGROUND UTILITIES NOT SHOWN ON THE DRAWINGS ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA A
MINIMUM OF 48 HOURS PRIOR TO COMMENCING WORK IN ANY RIGHT -OF- WAY
OR EXISTING EASEMENT. THE CONTRACTOR SHALL CONTACT THE UTILITY
COORDINATING COMMITTEE AT (713) 223-4567, 1-800-545-6005 48 HOURS
PRIOR TO COMMENCING CONSTRUCTION.
8. SOME OF THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT
BEEN FIELD VERIFIED.
9. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF
CROSSING" TO DETERMINE IF CONFLICT EXISTS BEFORE COMMENCING ANY
CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT.
10. IN THE EVENT OF DAMAGE TO UNDERGROUND UTILITIES OR FACILITIES, WHETHER
SHOWN OR NOT ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE THE
NECESSARY REPAIRS TO REPLACE THE UTILITY OR FACILITY BACK IN SERVICE
AT NO INCREASE IN THE CONTRACT PRICE. ALL SUCH REPAIRS SHALL
CONFORM TO THE REQUIREMENTS OF THE COMPANY OR AGENCY SERVICING THE
FACILITY.
11. ALL EXISTING POWER POLES, LIGHT STANDARDS, SIGNS, ETC. WHICH AFFECT THE
PROPOSED CONSTRUCTION, SHALL BE REMOVED AND/OR RELOCATED AS
REQUIRED WHETHER SHOWN ON DRAWINGS OR NOT AT NO ADDITIONAL COST TO
THE OWNER.
12. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL ADHERE TO THE
STANDARDS OF THE GOVERNING AUTHORITY.
13. INGRESS AND EGRESS SHALL BE PROVIDED AT ALL TIMES FOR THE PROPERTY
OWNERS AND BUSINESSES OF THE ABUTTING PROPERTY AND THE CROSS
STREETS WHICH ARE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
14. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING A SAFE
PROJECT SITE 24 HOURS A DAY.
15. DURING THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL MAINTAIN
CONSTRUCTION WARNING SIGNS AT EACH END OF THE PROJECT TO WARN
MOTORING AND PEDESTRIAN TRAFFIC THAT CONSTRUCTION IS IN PROGRESS AND
OF POSSIBLE HAZARDOUS CONDITIONS GENERATED BY THE CONSTRUCTION.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PERIMETER OF
CONSTRUCTION AREA WITH SAFETY "SNOW" FENCING AT NO ADDITIONAL COST.
SAFETY FENCING SHALL BE ERECTED PRIOR TO CONSTRUCTION AND REMOVED
UPON COMPLETION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING TRAFFIC IN THE
IMMEDIATE VICINITY OF CONSTRUCTION. ALL WORK SHALL BE IN SUCH A
MANNER AND SEQUENCE AS TO PROVIDE MAXIMUM PROTECTION TO TRAFFIC AND
PEDESTRIANS. CONTROLS SHALL BE CONSISTENT WITH THE TYPE OF WORK
BEING PERFORMED.
18. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN
CONFORMANCE WITH PART M OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" (TEXAS M.U.T.C.D. MOST RECENT EDITION WITH REVISIONS)
DURING CONSTRUCTION.
19. DELINEATORS SHALL BE INSTALLED ALONG THE PAVEMENT EDGE TO WARN
TRAFFIC OF ANY ROADSIDE OBJECTS OR HAZARDS AND TO DELINEATE THE
ROADWAY EDGE DURING HOURS OF DARKNESS.
20. THE WORK AREA SHALL BE BARRICADED AND ILLUMINATED DURING DARKNESS
AND PERIODS OF INACTIVITY, WHEN IN AN AREA OF DIRECT PUBLIC ACCESS.
21. UNOCCUPIED TRENCHES SHALL BE SECURED WITH SAFETY FENCING OR OTHER
APPROPRIATE MEANS AT ALL TIMES. TRENCHES WHICH ARE NOT IMMEDIATELY
BACKFILLED SHALL BE SECURELY COVERED OVERNIGHT AND BE SURROUNDED BY
SAFETY FENCING.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED SECURITY
TO PROTECT HIS OWN PROPERTY, EQUIPMENT, AND WORK IN PROGRESS.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ADEQUATE
DRAINAGE BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO THE SATISFACTION OF THE GOVERNING AUTHORITY.
24. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF ANY TEMPORARY
DITCH OR DRAINAGE FACILITIES REQUIRED TO MAINTAIN ADEQUATE SITE
DRAINAGE DURING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER
25. THE CONTRACTOR IS TO INSTALL GROUND WATER CONTROL FACILITIES IF
NEEDED, AT NO ADDITIONAL COST TO OWNER.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE
PERMITS REQUIRED BY ALL GOVERNING AGENCIES.
27. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION AND SUBMISSION OF
ALL APPLICABLE STATE AND FEDERAL FORMS REQUIRED FOR STORM WATER
POLLUTION PREVENTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONSTRUCTION, IMPLEMENTATION, MAINTENANCE, AND INSPECTION OF STORM
WATER POLLUTION PREVENTION CONTROL MEASURES INCLUDING, BUT NOT
LIMITED TO, EROSION AND SEDIMENT CONTROLS, STORM WATER MANAGEMENT
PLANS, WASTE COLLECTION AND DISPOSAL, OFF -SITE VEHICLE TRACKING, AND
OTHER PRACTICES.
28. THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF
TEXAS LAW CONCERNING EXCAVATION, TRENCHING AND SHORING.
29. THE CONTRACTOR SHALL DESIGN AND 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.
30. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY
TO PROTECT WORKMEN AND EXISTING UTILITIES DURING ALL PHASES OF
CONSTRUCTION.
31. IN ORDER TO COMPLY WITH HANDICAP REGULATIONS, THE CONTRACTOR SHALL
ENSURE THAT THE SLOPE OF THE SIDEWALK AND / OR PAVING IN THE FIRST
FIVE FEET OUTSIDE ANY DOOR DOES NOT EXCEED 2% IN ANY DIRECTION.
32. THE TEXAS DEPARTMENT OF TRANSPORTATION TxDOT 2004 STANDARD
SPECIFICATIONS AND STANDARDS FOR CONSTRUCTION OF HIGHWAYS, STREETS
AND BRIDGES SHALL BE CONSIDERED PART OF THESE PLANS AND USED AS
THE SPECIFICATIONS FOR ITEMS EXCEPT AS SHOWN OTHERWISE ON PLANS OR
IN THE PROJECT SPECIFICATIONS.
33. NO CONSTRUCTION WHICH BLOCKS TRAFFIC ON ANY STREET, ALLEY, OR
DRIVEWAY WILL BE ALLOWED DURING THE HOURS OF 6:30 A.M. - 8:30 A.M.
AND 2:30-6:00 P.M.
34. THE CONTRACTOR MUST CLEAN MUD, DIRT OR DEBRIS TRACKED ONTO EXISTING
STREETS BY HIMSELF OR SUBCONTRACTOR'S VEHICLES AND EQUIPMENT IN A
TIMELY MANNER.
35. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB
SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING WORK.
36. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE NOT TO BE REPAVED OR
OTHERWISE COVERED SHALL BE HYDROMULCHED.
37. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL. TOPSOIL SHALL BE SPREAD
OVER ALL AREAS RECEIVING SOD AND OR HYDROMULCH. CONTRACTOR IS
RESPONSIBLE FOR ESTABLISHING A STAND OF GRASS WITH NO AREAS OF
EROSION BEFORE FINAL ACCEPTANCE.
38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND 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 AT NO
ADDITIONAL COST.
39. ALL FILL PLACED ON SITE SHALL BE ENGINEERED FILL PER THE
RECOMMENDATION OF THE SOILS REPORT.
40. FINISH GRADE ELEVATIONS INDICATE FINAL GRADE OF PROPOSED MATERIAL (I.E.
SOD, DIRT, MULCH, ETC.) LANDSCAPED AREAS ADJACENT TO BUILDING,
INCLUDING, DIRT, MULCH, AND/OR BEDDING MATERIALS SHALL NOT COVER
WEEPHOLES. AREAS ADJACENT TO BUILDING, LANDSCAPED, OR OTHERWISE SHALL
SHEET FLOW AWAY FROM BUILDING WITH NO AREAS OF STANDING WATER
ADJACENT TO BUILDING.
41. GRADING AROUND BUILDINGS INCLUDING WALKWAYS SHALL BE COORDINATED
WITH ARCHITECT AND FINAL APPROVAL OF GRADES IN GRASS AREAS AND
SWALES SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF
LANDSCAPING MATERIALS.
42. AFTER INSTALLATION OF DRAINAGE SYSTEM, CONTRACTOR SHALL PERFORM
FINAL GRADING AS SHOWN ON THE PLANS AND/OR AS DIRECTED BY ENGINEER
OR OWNER TO INSURE POSITIVE DRAINAGE OF ENTIRE SITE. FINAL GRADING
SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF GRASS.
43. THE CONTRACTOR SHALL COORDINATE FINAL GRADING OF LANDSCAPED AREAS
WITH THE ARCHITECT.
44. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FINAL GRADES TO ENSURE
POSITIVE DRAINAGE.
45. PLACE BACKFILL AS PROMPTLY AS PRACTICABLE AFTER COMPLETION OF
EACH STRUCTURE OR PORTION OF A STRUCTURE. DO NOT PLACE BACKFILL
AGAINST CONCRETE WALLS OR SIMILAR STRUCTURES UNTIL CONCRETE HAS
CURED AT LEAST SEVEN (7) DAYS.
46. ALL STRUCTURES AND 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.
47. CEMENT -SAND BACKFILL SHALL CONSIST OF NOT LESS THAN 1-1/2 SACKS OF
CEMENT PER TON OF SAND WITH SUFFICIENT WATER TO HYDRATE THE CEMENT.
THE MATERIAL SHALL BE PLACED IN LAYERS EIGHT (8) INCHES THICK MAXIMUM
AND COMPACTED to 95% STANDARD PROCTOR DENSITY.
48. WHERE PAVEMENT OR CURB IS BEING REMOVED AND REPLACED FULL DEPTH
SAW CUT SHALL BE PERFORMED AT STREET CONNECTION.
49. CONCRETE PAVEMENT SHALL HAVE MINIMUM OF FIVE AND ONE-HALF SACKS OF
CEMENT PER CUBIC YARD AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 3500 PSI AT 28 DAYS.
50. ALL STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60.
51. DETAILING AND FABRICATION OF CONCRETE REINFORCEMENT AND ACCESSORIES
SHALL BE IN ACCORDANCE WITH ACI-318 LATEST EDITION.
52. LAP ALL CONTINUOUS REINFORCING STEEL 36 DIAMETERS AT SPLICES, TEES,
AND CORNERS UNLESS NOTED OTHERWISE ON PLANS.
53. WHERE CONCRETE CURB OR WALK IS INDICATED, ELEVATION SHALL BE 6 INCHES
ABOVE TOP OF PAVEMENT ELEVATION SHOWN, UNLESS OTHERWISE SHOWN ON
DRAWINGS.
54. MOW STRIPS SHALL BE INSTALLED SO AS NOT TO BLOCK ANY SHEET FLOW
PATTERNS AS DESIGNED. ANY MOW STRIPS THAT BLOCK DRAINAGE SHALL BE
REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. IF
CONTRACTOR HAS ANY QUESTIONS ON CORRECT ELEVATIONS FOR MOW STRIPS,
CONTACT ENGINEER OR ARCHITECT.
55. A FIBERBOARD EXPANSION JOINT SHALL BE PLACED BETWEEN THE BUILDING
FOUNDATION AND THE CONCRETE PAVEMENT.
56. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL PROPOSED
UTILITIES EXITING BUILDING PRIOR TO COMMENCING WORK ON SITE UTILITIES.
UPON ANY DISCREPANCIES, ENGINEER IS TO BE NOTIFIED.
57. ELECTRIC METER AND SERVICE LINE INSTALLATION TO BE COORDINATED WITH
ELECTRICAL PROVIDER BY THE CONTRACTOR.
58. GAS METER AND SERVICE LINE INSTALLATION TO BE COORDINATED WITH GAS
COMPANY BY THE CONTRACTOR.
59. ALL EXISTING STORM SEWER MANHOLES OR STRUCTURES ON SITE SHALL BE
ADJUSTED TO FINISH GRADE. ALL EXISTING SANITARY SEWER MANHOLES SHALL
BE ADJUSTED TO 3" ABOVE FINISH GRADE.
SANITARY SEWER CONSTRUCTION NOTES
1. SANITARY SEWER SHALL BE PVC (POLY- VINYL CHLORIDE) PIPE MEETING A.S.T.M.
SPECIFICATIONS, D-3034-08 AND HAVING A S.D.R. OF 26 UNLESS OTHERWISE SHOWN ON
PLANS. BEDDING BACKFILUNG AND INSTALLATION OF PIPE AND CONSTRUCTION OF
APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CIVIL DETAIL SHEETS.
2. THE CONTRACTOR SHALL USE PRECAST SANITARY SEWER MANHOLES.
3. ALL MANHOLES, AND CLEANOUTS SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND.
CEMENT STABILIZED SAND FILL SHALL BE AT LEAST 12" ON BOTTOM OF STRUCTURE AND
12" AROUND OUTSIDE OF STRUCTURE.
4. CONTRACTOR SHALL CUT OFF PIPE FLUSH WITH INSIDE FACE OF MANHOLES.
5. CONTRACTOR SHALL SEAL INTERIOR SURFACE OF PROPOSED SANITARY SEWER MANHOLES
WITH RAVEN LINER 405, OR APPROVED EQUAL AS PER MANUFACTURER'S SPECIFICATIONS.
6. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
7. ALL SANITARY SEWER LINES SHALL BE MANDREL AND AIR TESTED. ALL SANITARY SEWER
LINES SHALL ALSO BE INSPECTED VIA CAMERA.
8. UTILITIES ARE TO BE TAKEN TO WITHIN FIVE (5) FEET OF BUILDING. SEE PLUMBING
SHEETS FOR CONTINUATION OF SERVICE CONNECTIONS INTO BUILDING.
9. TIE-INS TO EXISTING MANHOLES SHALL BE MADE SUCH THAT THE FINAL CONDITIONS UPON
COMPLETION OF THE JOB SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING WORK.
10. THE CONTRACTOR IS TO INSTALL WATER -TIGHT ADAPTORS OF A TYPE COMPATIBLE WITH
THE MATERIALS BEING JOINED AT THE POINT OF CONNECTION OF THE SERVICE LINE TO THE
BUILDING PLUMBING. NO CEMENT GROUT MATERIALS ARE PERMITTED.
11. THE CONTRACTOR IS TO INSTALL EACH CLEANOUT SO THAT IT OPENS IN A DIRECTION
OPPOSITE TO THE FLOW OF THE WASTE AND, EXCEPT IN THE CASE OF A "WYE" BRANCH
AND END -OF -THE -LINE CLEANOUTS, CLEANOUTS WILL BE INSTALLED VERTICALLY ABOVE
THE FLOW LINE OF THE PIPE. CLEANOUTS WILL BE MADE WITH AIR-T1GHT MECHANICAL
PLUG.
WATER LINE CONSTRUCTION NOTES
1. DOMESTIC OR FIRE WATER LINES 4" AND LARGER SHALL BE POLYVINYL CHLORIDE
PVC), DR-18, CLASS 150, CONFORMING TO AWWA C900 OR C905, AS CURRENTLY
AMENDED UNLESS OTHERWISE NOTED ON THE PLANS.
2. WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 40 PVC.
3. ALL VALVES SHALL BE LEFT HAND (COUNTERCLOCKWISE) OPEN.
4. SEE DETAIL SHEET FOR THRUST BLOCK DETAILS.
5. CONTRACTOR SHALL INSTALL METALLIC TRACER WIRE ON ALL UNDERGROUND PVC
PIPING AND SECURE WIRE ENDS AT ALL VALVE BOXES.
6. CONTRACTOR SHALL ADJUST ELEVATION OF WATER LINES AS REQUIRED TO CLEAR
OTHER UTILITIES. ADJUSTMENT MUST MEET TCEQ REQUIREMENTS FOR MINIMUM
CLEARANCES, TYPE OF PIPE, ETC.
7. MINIMUM VERTICAL CLEARANCE BETWEEN WATER LINES AND OTHER UTILITIES SHALL
BE TWELVE INCHES, UNLESS OTHERWISE NOTED ON THE PLANS.
8. EXISTING WATER SERVICES SHALL NOT BE INTERRUPTED DURING CONSTRUCTION.
9. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES UNTIL ALL PROPOSED
WATER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED, DISINFECTED AND
APPROVED. ALL TESTING PROCEDURES SHALL CONFORM TO THE GOVERNING AGENCY.
10. UTILITIES ARE TO BE TAKEN TO WITHIN FIVE (5) FEET OF BUILDING. SEE PLUMBING
SHEETS FOR CONTINUATION OF SERVICE CONNECTIONS INTO BUILDING.
PRIVATE UTILITY NOTES
M0 BROOKS5SPA RKS,INC.
TEXAS SWBT FACILITIES
M■ 7111SULm erxHeav,. -
AT&T /
TEXAS REGISTERED ENGINEERING FIRM F-880
1. THE LOCATIONS OF AT&T TEXAS/SWABT FACILITIES ARE SHOWN IN AN
21ozo PARR ROW PHONE (281) 578-9595
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
K4TY TX 77449 FAX.(281) 578-9686
LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE
FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO
SURVEYOR'S NOTES:
EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES.
1. ACCORDING TO F.I.R.M. MAP NO. 48201C1085L
2. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR
(COMMUNITY -PANEL NO'S 4802871085L, 4855101085L &
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED.
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
DESIGNATED AS ZONE AE - BASE FLOOD ELEVATIONS
3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION
DETERMINED AND ZONE AE (FLOODWAY), THE FLOODWAY
OF AT&T TEXAS SWBT FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED
/
THE CHANNEL of A STREAM PLUS ANY ADJACENT
USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE
F AREAS THAT MUST BE KEPT FREE C
ErvcRoncHMENT so THAT THE 1% ANNUAL CHANCE
ENCROACHMENT
CONTRACTOR SHALL EXPOSE THE AT&T TEXAS/SWBT FACILITIES.
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
INCREASES IN FLOOD HEIGHTS.
4. WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WALL
REFERENCE BENCHMARK:
PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES.
WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE
RM 010320 - NGS DISK ON METAL ROD STAMPED
PALE FOR SUPPORT.
HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT
NORTHWEST OF WOOD FENCE. 63.5' NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
FACILITIES OR BURIED CABLE FACILITIES SHOWN ON THESE PLANS DOES NOT
WATERSHED NEAR STREAM A104-10-02.
MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN THE
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
AREA. FOLLOW THE DIRECT BURIED CABLE PROCEDURES TO LOCATE THE AT&T
TEMPORARY BENCHMARKS:
TEXAS/SWBT DIRECT BURIED CABLES AS INDICATED IN THE AT&T TEXAS
RESEARCH AND SIGNATURE PROCESS FOR AT&T TEXAS/SWBT FACILITIES.
TBM"A" - BRASS DISK ON CONCRETE STAMPED "MON.
12 1989" FOUND AT THE END OF (OLD) SH-146, ±200
6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER MR.
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ROOSEVELT LEE JR. AT (713)567-4552 OR EMAIL HIM AT RL7259®ATT.COM, IF
ELEVATION = 10.28'
THERE ARE QUESTIONS ABOUT BORING OR EXCAVATION NEAR OUR AT&T
TBM"B" - "X" CUT IN CONCRETE FOUND ON TOP OF
TEXAS/SWBT FACILITIES.
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED 31100 FEET WEST FROM CENTERLINE OF (OLD)
CAUTION: UNDERGROUND GAS FACILITIES
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
ELEVATION = 9.69'
LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY
INTRASTATE PIPELINE, LLC. WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE
LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. OUR SIGNATURE ON THESE
PLANS ONLY INDICATES THAT OUR FACILITIES ARE SHOWN IN APPROXIMATE LOCATION.
IT DOES NOT IMPLY THAT A CONFLICT ANALYSIS HAS BEEN MADE. THE CONTRACTOR
SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT (713) 223-4567 OR
®FROM RECORD DRAWINGS
1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN
AND SERVICE LINES FIELD LOCATED.
To ARRANGE FOR GNEs To BE FF OR MOVED. CALL
CENTERPGINT ENERGY AT /13-20/- 2
NOTICE:
• WHEN CENTERPOINT ENERGY PIPELINE MARKINGS ARE NOT VISIBLE, CALL (713)
FOR YOUR SAFETY, You ARP REOVIRED BY TEXAS LAW TO CALL
48 HOURS SO THAT
DIREST
967-8037 (7:00 A.M. TO 4:30 P.M.) FOR STATUS OF LINE LOCATION REQUEST
CAN BE 1I1 vERIFICATIOH
EL
BEFORE EXCAVATION BEGINS.
O e'I
VERIFICATION OF PRIVATE UTILITY LINES
• WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF
CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING
D° -
NON -MECHANIZED EXCAVATION PROCEDURES.
az F 111H = wnn=mla� ONLY.
in1: GigU Ea�� i ... n CNP NO I G•, Im•=
• WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST
=nv - U.I IGoo =•rim. Im.:
=�^m =naw�rT rli-t r= voile for =I.
BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING.
THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE
APYro to TST T= ./SWBT UnEarar d --it -Liti- y
a t° ° Id tar__,
TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.
.ray/UNDERGROUND EI =nmal Fim
WARNING: OVERHEAD ELECTRICAL FACILITIES
Th" sg _ orl=rma aN t. n• -d
= N10-IN ......I SI .H.r='v'ena roa sx M18
OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD LINES
STANDARD PROFILE LEGEND
CEMFR LINE OF ROW.
HAS NOT BEEN SHOWN ON THESE DRAWINGS AS THE LINES ARE CLEARLY VISIBLE, BUT
R.O.W. LINE N & E - - -
YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW,
R.G.W. LINE S & W - -
SECTION 752, HEALTH & SAFETY CODE FORBIDS ACTIVITIES THAT OCCUR IN CLOSE
DITCH OR CURB LINE N & E -
PROXIMITY TO HIGH VOLTAGE LINES, SPECIFICALLY:
DITCH OR CURB LINE S & W
• ANY ACTIVITY WHERE PERSON OR THINGS MAY COME WITHIN SIX(6) FEET OF LIVE
OVERHEAD HIGH VOLTAGE LINES; AND
BROOKS & SPARKS, INC.
• OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER,
F-880 A
Ptc or•,re J
••;ta 10
HOISTING EQUIPMENT, OR SIMILAR APPARATUS WITHIN 10 FEET OF LIVE OVERHEAD
HIGH VOLTAGE LINES.
t:"'
Ia_17_)a
.......................
PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY
ANDREW J. BARCLAY
RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS
••' •• 9168"'•• "'••
ao 91687o•�A
LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE
2
TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT (713) 207-2222.
:oN......
ACTIVITIES ON OR ACROSS CENTERPOINT ENERGY FEE OR EASEMENT PROPERTY
NO APPROVAL TO USE, CROSS OR OCCUPY CENTERPOINT FEE OR EASEMENT PROPERTY
IS GIVEN. IF YOU NEED TO USE CENTERPOINT PROPERTY, PLEASE CONTACT OUR
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SURVEYING & RIGHT OF WAY DIVISION AT (713) 207-6248 OR (713) 207-5769.
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
SAN JACINTO
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
GENERAL NOTES
J0. DATE REVISIONS
DRAWN BY: J.SA
CHECKED BY: JAE.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT N0. 728-0115
DATE: DECEMBER 2012
SCALE: N/A
SHEEP 2 OF 20
I I
I I
I I
I I
I I
2PORTR CHANNELDE SMA L BOAT
DRILL T5 N
OF HOUSTON AUTHORITY
CALLED 2.1ACRES
OF HARRIS COUNTY
HUMBLE OIL & REFINING CO.
VOL. 5770, PG. 341, H.C.D.R.
H.C.C.F. No. D732486
1
EXIST. 24' GULF
COAST WASTE DISP. R
—
___
—
EXIST. 12" VINTAGE PETROLEUM
EXIST. 10" PRAXAI R, CO. NATURAL GAS LINE
140' R.O.W. ESMT.
NC. HYDROGEN LINE
HARRIS COUNTY FLOOD
CONTII STRICT
DK659827
PERMANENT
H C.C.FR No
EL2
E50'EPIPE T 1, PARCT.
H C ENTRYF. K659827T
�H.C.C.F.
CHFFT A
No. D732486
0
3
O
O
x
x
EXIST. SWR.
SAN. SWR. °
jt_r
I NORTH AVENUE
EXIST. 10"
PROP. 10"
SAN. SWR.
SAN. SWR. ;
CHFFT R
I
CONTRACTOR SHALL REMOVE AND
30' PERMANENT RIGHT
NORTHERN ROADWAY
DISPOSE OF APPROXIMATLY 410 LF
}+o
OF ENTRY
EXTENSION ESMT.
OF EXIST. GRAVEL DRIVE NO
H.C.C.F. No. K659827
ADDITIONAL COST TO OWNER
PROP. 24"
'SWR.
STM.
coNc. HEAOWALL
4' BARBED
--------
GRAVEL —
— — — —
---
— — —
—
PROP. 4" SAN. SWR.
FORCE MAIN
WIRE FENCE
off
35' GENERAL UTILITY
OLD— off
oHE off
ox
EXIST. 8" WA ER LINE
—
EDGE OF VEGETATION & SECURITY ESMT.
(APPROX. LOCATION)
—PROP.
GRAVEL DRIVE
rjII
45'EASTERN ROADWAYEXTENSION ESMT.
'LINEEXTENSION
5' SOUND & SIGHT"
ESMT.
BARRIER ESMT.Oo
1
0
3+
WATER LINE a+ao s+oo
s+ao 7
0o B+Go 9+00
TO+00 n
lzwoo
13
I
I
I
I
I
IED
I
I
I
I
_7�E
— — — — — — — -------ROP. 4" SAN. SWR. 10' SAN. SWR.wFORCE MAIN EXTENSION ESMT `25' SJCD UTILITY ESMT.-4GRASS
3SHEET 5
PROP. 50'x50'LIFT STATION SITE
(SEE SHEET 17)
HARRIS COUNTY FLOOD
CONTROL DISTRICT 30' PERMANENT RIGHT
H.C.C.F. No. K659827 OF ENTRY
H.C.C.F, No, K659827 0+
��coNc DRIP
)
EXIST. 3-9'X9
RCB CULVERTSRCB CULVERTS CITY UMR_SHOREACRES -���
CITY JMT PASADENA 60' SJCD
ROADWAY ESMT.
I
~ I
I
I -
I
I
�A
I
J�
I
I
FUTURE BULKHEAD
(BY OTHERS)
I
II
I
I
I
SAN JACINTO
MARITIME CAMPUS
1
I'
I I I \\
\----------------------- -
I I I
L I LJ
PROP. 24"
III STM. SWR.
EASEMENT 1, PARCEL 2
150' PIPE LINE ESMT. I,
H.C.C.F. No. D732486
EXIST. 24" GULF 1
COAST WASTE DISP.® I,.
EXIST. 10" PRA
INC. HYDROGEN
e
0 BROOK$ INSPARKS, INC.
■ 7,SU a7,va erx Her-,. -.
TEXAS REGISTERED ENGINEERING FIRM F-880
21020 PARK ROW PHONE (281) 578-9595
KATY, 7X. 77449 FAC- (281) 578-9686
SURVEYOR'S NOTES:
1. ACCORDING TO F.I.R.M. MAP NO. 48201C10851
(COMMUNITY -PANEL NO'S 4802871085L, 4855101085L &
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
DESIGNATED AS ZONE AE - BASE FLOOD ELEVATIONS
DETERMINED AND ZONE AS (FLOODWAY), THE FLOODWAY
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
INCREASES IN FLOOD HEIGHTS.
REFERENCE BENCHMARK:
RM 010320 - NOS DISK ON METAL ROD STAMPED
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
NORTHWEST OF WOOD FENCE. 63.5' NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
WATERSHED NEAR STREAM A104-10-02.
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS:
TBM"A" - BRASS DISK ON CONCRETE STAMPED "'MON.
12 1989" FOUND AT THE END OF (OLD) SH-146, ±200
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ELEVATION = 10.28'
TBM"B" - "X" CUT IN CONCRETE FOUND ON TOP OF
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED +1100 FEET WEST FROM CENTERLINE OF (OLD)
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
ELEVATION = 9.69'
® FROM RECORD DRAWINGS
30 OFF OR MOVED, CALL
CENTERPOINT ENERGY EA
NOTI CE;
F LIC"ED BY TEXAS LAW TO CALL
all
AT LEAST 48 HOURS BEFORE YOUDIGSOETHATTUNDERGROUND
r TOUR CAN ' TO %A"SSIV ER FICA ION DOES NOT FULFILL
w VERIFICATION OF PRIVATE UTILITY LINES
)0
TH AVENUE
PROP. 24"
STM. SWR.
Y R.C.W. -
HWY. 146 -
s UL CITY UMR GPASADENA
I`IIJI COAST WASTE DISP.®
-_IT, 10" PRAXAIR,
II INC. HYDROGEN LINE
EXIST. 12" VINTAGE
CO. NATURAL GAS I
IM1 se Signal a11,1aUleNsDERlaRxOngUNDtler rol^aba useETd -ilitim. t.
I., conN cl Iilco0oal SI m— VONa f0 sx mon
��� GE ID PROFl���GG yD M18
CENTER UNE OF R.O.W.
R.O.W. UNE N &E ---
R.O.W. LINE S&W --
DITCH OR CURB LIKE N & E -
CBCK OR CURB LINE S & W
BROOKS & SPARKS, INC.
F-880
4f^•• '•k010
?F! #
ANDREW J. BARCLAY
••• 91687.......a'
PO�iCENSf.�: 2�A,
fSSIONA' ENG
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBIUTY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
SAN JACINTO
COLLEGE
Your Goals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
LEGEND
BAYPORT CHANNEL
PROPOSED 7" CONCRETE PAVEMENT
OVERALL LAYOUT
W/ 8" STABILIZED SUBGRADE
2" HMAC W/ 8" BLACK
-PROPOSED
BASE AND 6" STABILIZED SUBGRADE
No. DATE REVISIONS
GRAVEL
DRAWN BY: J.SA
CHECKED BY: JAE.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT NO. 726-0115
DATE: DECEMBER 2012
SCALE: 1"_50'
SHEEP 3 OF 20
X
a
a
BROOK,- X SPARK$, hVC.
■■ C ]
_x
ol
200' WIDE SMALL BOAT CHANNEL 01 DRILL SITE NO. 1
TEXAS REGISTERED ENGINEERING FIRM F-880
PORT of HOUSTON AUTHORITY CALLED 2.511 ACRES
OF HARRIS COUNTY HUMBLE OIL & REFINING CO.
21020 PARK ROW PHONE: (281) 578-9595
VOL. 5770, PG. 341, H.C.D.R. H.C.C.F. No. D732486
KATY, 7X- 77449 FAX: (281) 578-9686
SURVEYOR'S NOTES:
WASTE DISPG�F COAST
--- -- --
--- --- --- --- ---T
1. ACCORDING TO F.I.R.M. MAP NO. 48201C1085L
NO'S 4802871085L, 4855101085E &
____-�_______________(COMMUNITY-PANEL
---4803071085L),
MAP REVISED DATE: JUNE 18, 2007.
T.10" PNE R INC. COS NATURAL GAS ELINEgLEUM
ROGEN LINEXRDETERMINED
ESIGNATHE BJECT TED ASRZOONE AEL- BASE (N THE AREAS
FLOOD ELEVATIONS
FLOODWAY
AND ZONE AE (FLOODUS
140 R.O.W. ESMT.
A A
ISTHECHANNEL OF A STREAM PLUS ANY ADJACENTAS
COUNTY FLOODFLOODPLAIN
AREAS THAT MUST BE KEPT FREE OF
30PERMANENT RIGHT
CONTROLDISTRICT
HC.CNo. K659827
30' PERMANENT RIGHT
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
H.C.C.F RNo. K659827
�CCY F NFR No. K659827 150' PPET 1 PARCEL LINE ESMT.
INCREASES IN FLOOD HEIGHTS.
H.C.C.F. No. D732486
REFERENCE BENCHMARK:
RM 010320 - NGS DISK ON METAL ROD STAMPED
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
1-8"x6" TEE, AB
NORTHERN ROADWAY
O
NORTHWEST OF WOOD FENCE. 63.5' NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
T-6" GV W/ BOX
EXTENSION ESMT.
O
WATERSHED NEAR STREAM A104-10-02.
1-FIRE HYDRANT
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
`
TEN CRARY BENCHMARKS:
CONC. HEADWALL
4' BARBED
GRAVEL
TB "A" -BRASS DISK ON CONCRETE STAMPED "'MON.
W1RE FENCE
12 1989" FOUND AT THE END OF (OLD) SH-146, }200
GH � off oN o
Q
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501 ).
ELEVATION = 10.28'
S,
�h 35' GENERAL UTILITY
TBM"B" - 'X" CUT IN CONCRETE FOUND ON TOP OF
& SECURITY ESMT.
EDGE OF VEGETATION
y 7
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED }7100 FEET WEST FROM CENTERLINE OF (OLD)
—
— — — — — — — — — — — — — — — — — — — — — — — —
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
I . '
1..1..1
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
TZ`
ELEVATION = 9.69'
45' EASTERN ROADWAY
EXTENSION ESMT.
ELINE
J
B ROUND & slcer
WATER BARRIER ESMT. 10' WATER LINE
D+OD
1 0
2+0
3+ 4+00 N 86'45'29" E 5+00 6+00 EXTENSION ESMT.
-
® FROM RECORD DRAWINGS
Y IT
OORTYORINBAFETYG q0EICE:
��
PROP. 4" SAN. SWR. 1a' SAN. swR.
FORCE MAIN ExTENs!oN ESMT.
YOU T W TO CALL
OURED BY E%Ae aLEGEND ellAT LEAST4eHOURS BEFOREYOU DIG SO THATLUNDERGROVND
1—B" PLUG &CLAMP
voue oauGGnilou i D.o svERIFlcanoN Doss NOT FULFIuuell1-2"
B.O.V. W/ BOX
iFld
VERIFICATIONo OF PRIVATE UTILITY LINES%IIL
GRASS
GRAVEL
DmeMARITIME
SAN JACINTO
iTnls `sie°m�ra` ° Imii
cAMPus
PROP. 50 x50'
LIFT STATION SITE
.:
qnm°rer°<IHim, m°„rucrvP°N°wr°IYc°,
�oiyenpw�T fs° vaIIE ip °�.I IG. 8Bf4I" `
140' R.O.W. ESMT.
Approved ATaT Te ./SWBT Umsryround --it fd°diti : y
HARRIS COUNTY FLOOD
30 PERMANENT RIGHT
CONTROL DISTRICT
HC. F. No. K659827
30 PERMANENT RIGHT
sl dmtpre -Id ono ye°r.
OF ENTRY
OF ENTRY
used
�TM1is `51911c1 uEar of/UNDERGROUND E°riilcotlon.l
f°cilifi.,,fn..
H.C.C.F. No. K659827 H.C.C.F. No. K659827
C
qy
SjItI, a Vona iod
far con ve np a six m
PROFILE LEGEND
I I II
EXIST. 3-9'X9' RCB
CENTLINE OF R.CTIDARD
CENTER
R.O.W. UNE N & E - - -
CULVERTS
R.O.W. LINE S&W --
DRCH OR CURB UNE N & E
CRON OR CURB UNE S & W
BROOKS & SPARKS, INC.
F-880
UTILITY ONE CALL ME W4 dye a
CONTRACTOR TO CALL �'
BEFORE DIGGING ! III
PHONE:
HOUSTON (713) 223-4567
PROPOSED 4" FORCEMAIN AND 8" WATER LINE
(STATEWIDE OUTSIDE
DE
a.
HOUSTON)
�`
...',..., ....,:'..
1-(800)-545-6005
Vtl BEfOPE+
ANDREW J. BARCLAY
...91687.........
20
...
...........................................................................................................................................................................................................
........
........ .... ........
20
...
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
'
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
16
16
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
...
.................................................................................
.. ..................:. .. ... .. .. .. .. ..
.. .. ..
.. .. ..... ..... .....
..... .....
.....
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
SAN JACINTO
12.
....... ....... ....... ....... ....... ....... ....... ...... ..... ..... ..... ..... ..... ..... ..... ..... . .... ..... ..... ..... ..... ..... ..... ..... .....
1..
GROUNDATURAL
1 COLLEGE
8
...
...................................................
..... .....
..... ..... ..... ..... .....
..... .....
.....
8
Your Goals. Your Co
PROP. 6" FIRE
: PROP. 6" FIRE
PROP. 8"N
HYDRA
— — ; DRANT LEAD
WATER D E
4
4
.
.......:.......:.......:.......:.......:...
..... .....
.....
. ..... .....
.....
SAN JACINTO COLLEGE DISTRICT
CLR
PROP. 4" SAN. SWR.
MARITIME CAMPUS
FORCE MAIN
�.
....... :.......:.......:..............
: .....:.......:.......:.......:.......:.......:.......:......
..... ..... ..... ..... .....
..... ..... .....
.... .... .... .... ....
.... ....
....
PROPOSED 4" FORCE MAIN
AND 8" WATER LINE
PLAN & PROFILE
—4
—4
STA. 0+00 TO STA. 7+00
.
NO.
I DATE
REVISIONS
BY
—8
—8
.
EXIST. 3-9'X9' RCB.
.
'
CULVERTS
DRAWN BY: J.SA
CHECKED BY: JAE.
12
-1
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
0+00
1+00
2+00
3+00 4+00 5+00 6+00
7+00
PROJECT NO. 726-0115
DATE: DECEMBER 2012
SCALE: 1"-40' H- 1"-4' V
SHEEP 4 OF 20
0
3
0
0
�x
a
I DID _ a
BRCJCIfS SF 4 RK$, ANC.
�■ C:1rv:.:
DRILL SITE NO. 1 u 1
-- — —
u R
TEXAS REGISTERED ENGINEERING FIRM F-880
CALLED 2.511 ACRES
HUMBLE OIL & REFINING CO.
a
LEGEND
21020 PARR ROW PHONE: (281) 578-9595
H.C.C.F. No. D732486
wsa
N
KATY, 7X- 77449 FAX: (281) 578-9686
IXIST. 24" GULF coAsr
-
SHINT SWR.
NORTH AVENUE
PROPOSED 7" CONCRETE PAVEMENT
WASTE DISP.®
+
TEX I. SAN rSWR' _
O W/ $" STABILIZED SUBGRADE
SURVEYOR'S NOTES:
--
--- --- --- --- ---
___ ___ _ ___
--- --- --- ---
EXIST. 10"
1 ACCORDING TO F..R.M. MAP NO 48201C1085L
___
x SAN. SHE.
ANEL NO
J 8185120075E &
INC. IXIST. 12" VINTAGE PET OLEUM PROP. 10"
„
PROPOSED 2' HMAC W/ 8 BLACK
48030710 5L)P MAP REVISED DATE: UNE
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
HYDROGEN LINEY'A ' CO. NATURAL GAS LINER SAN. SWR.
BASE AND 6" STABILIZED SUBGRADE
DESIGNATED AS ZONE AE —BASE FLOOD ELEVATIONS
DETERMINED AND ZONE AE (FLOODWAY), THE FLOODWAY
PROP. SAN. SWR. MH.
'
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
n N N N
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
EASEMENT 1, PARCEL 2
6' CHAINS
x
GRAVEL
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
150' PIPE LINE ESMT.
LINK FENCE
INCREASES IN FLOOD HEIGHTS.
H.C.C. F. NO. D732486
REFERENCE BENCHMARK:
LOT 1—B
RM 010320 — NGS DISK ON METAL ROD STAMPED
G RpJ�U
EXIST. CENTERPOINT ENERGY
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
O
+
_ 4" STL. GAS LINE
J
Q N
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
NORTHWEST OF WOOD FENCE. 63.5E NORTHEAST OF FIRE
O
a
<
o
HYDRANT D EA MAP M IN THE CLEAR CREEK
WATERSHED NEAR STREAM
NORTHERN ROADWAY
EXIST. 24" G LF COAST
WASTE DISP.�
3 Uo _
F U
1 ADJ.)0-02.
ELEV.=8.81' (NAND 88, 2001 ADJ.)
EXTENSION ESMT.
3 0
a
1+
EXIST. 12" VINTAGE PET OLEUM
CO. NATURAL GAS LINER
o x
TEMPORARY BENCHMARKS:
GRAVEL
EXIST. 10" PRAXAIR, INC.
_
x Q
w SHADY OAKS
IXIST. 24" GULF COAST
�_ a
WASTE DIGS
TBM"A" —BRASS DISK ON CONCRETE STAMPED "'MON.
12 1989" FOUND AT THE END OF (OLD) SH-146, }200
Q
HYDROGEN LINE®_
VOL. 35, PG. 31, H.C.M.R.
PE
EXIST. 12" VINTAGE PETROLEUM
CO. NATURAL GAS LINE ®
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ELEVATION = 10.28'
E H
EDGE OF VEGETATION
OxE
EASEMENT 1, PARCEL 2
P
J - GHE35_PG. 31, H.C.M.R.
S• -
EXIST. 10' PRAX R, INC. N SHADY OAKS
o S"
HYDROGEN LINE nR N
35' GENERAL UTILITY
&SECURITY ESMT.
150E PIPE LINE ESMT.
H.C.C.F. No. D732486
'+
10x35 SJCD <
VOL. 35, PG, 31,
��
H.GM.R.
TBM"B" D OF CUT IN CONCRETE FOUND A TOP OF
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
MONUMENT
60' SJCD SIGN ESMT. V
�� LOT 1—C
LOCATED }7100 FEET WEST FROM CENTERLINE OF (OLD)
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
ACRE CHANNEL ON NORTH HEADWALL.
Z
45' EASTERN ROADWAY
ROADWAY ESMT. _ IF U
ELEVATION 93 ,690
J
EXTENSION ESMT. PROP_
WATER LINE 10' WATER LINE
5' SOUND &SIGHT
= 00
EXTENSION ESMT.
8+00 9+00
BARRIER ESMT.
0+00 N 86'45'29" E 0
+00 13+00
0Q ' +00 N 86'37'11
E 4+00
_ _ _
I
SOUTH AVENUE
—
— _
.;��
'
"+
® FROM DRAWINGS
RRarrvOeORo
ESTT Z D MOVED. CA
NoeE TURxeO FF OR 7
CENTERPOINT ENERGY A
CE:
Q �� — —� - I I
1D' SAN. SIR.
PROP. 4" SAN. SWR. 1-8"x8" TS&V
EXTENSION ESMT. 25' SJCD UTILITY ESMT.
FORCE MAIN W BOX
LOT 1—C
OF VEGETATION 4i
M
6' CHAIN i
EXIST. CENTERPOINT ENERGY
4" STL GAS LINE
q0 EI
OR vouR sAFETv you OUIRED BY T w To CALL
ell AT LEAST 4e HOURS BEFORE YOU DIG SOETH LUNDERGROUND
eRIPICATION Does NOT FULFILL
PROP. AIR RELEASE
— — — — — —
JEDGE
LINK FENCE Q'ED
LL $11
GRASS SAN. SWR. MH.
6' KHAN
EASEMENT L PARCEL z
3 LOT 1-D
VERIFICATIONOOF PRIVATE UTILITY LINES
STA. 6+67.41, 8.25 RT
LINK FENCE ��
150' PIPE LINE ESMT.
Dafe:
SAN JACINTO
MARITIME CAMPUS
—
I
H.C.C.F. NO. D732486 6.
_ 12D' R.O.W.
to
em Polm E"e ONLY.
a
'TN S r s F„1III11ea1 Veriilapflon o
OLD HIGHWAY 146
NgturplYGpa Ilnell .:
.....o —Ric,
!I%I; or
ee.l laps rim.
fs e
120' R.O.W.
SEE SHEET 6
e �oiranpw�T gnp o vane � p man aNP
1-8"x6' TEE , AB
OLD HIGHWAY 146
Approved fp TBT Texa,iSWBT Upeergl—d a dUir f—Liti- y
1-6 GV W/ BOX SEE SHEET 6
HIGH
1-FIRE HYDRANT
PRESSURE GAS LINES
gp t .geld mr D e rear.
.rgriuxDEPD-UND EI anmgl F
(_, `SPlg�a _ "arRl , aaafmg p da r re a 1,
onNI.t veriilcptloal Sigp VOIIL o na
CONTRACTOR
CAUTION
TO USE EXTREME
IN THIS AREA
STANDARD PROFILE LEGEND
CENTER UNE OF R.O.W.
0
R.O.W. LINE N&E ---
R.O.W. LINE S&W --
3
DITCH OR CURB UNE N & E —
�
INTCH OR CURB UNE S & W
BROOKS & SPARKS, INC.
F-880
nF..TDj.
ad- UTILITY ONE CALL d,aWuu„
N
"w c w ee oOzc�c� ~ BEFORE DIGGING !!!! ar
33pzz CONTRACTOR TO CALL �'
PHONE:
HOUSTON (713) 223-4567
PROPOSED 4 F aa� W
ORCEMAIN AND 8" WATER LINE PROPOSED DRIVEWAY HTTTWID OUTSIDE a
ON)�`
1—(800)-545-6005
Vtl nEf01yE+
ANDREW J. BARCLAY
91687...........
x
fSsf
OVAL ENG
20
...
...................................................................................................................................................................................................................
........ .... ........
20
...
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
'
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
16
16
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
...
............................
.... .. ... .. ........ ........
........ ........ .......................................
..... ..... ..... .....
..... ..... ..... ..... ..... ..... .....
..... .....
.....
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
.150 PIPE LINE ESMT. 120 R.O.W.
12
'H.CCF No.'D732486 OLD HIGHWAY 146E
12
.
....... .......
....... ....... ....... ....... ....... ......
.. .ES T.. .....
150PIPE M.
...... .R..... ..... .....
1 .W.
`^ SAN JACINTO
H.C.C.F. No. D732486
OLD HIGHWAY 146
COLLEGE
$
EXIST. NATURAL
EXIST.NATURAL8
Your Goals. Your College.
.
............................................................
NN
........ :. GROUND. . : . . . . .
..:.......:.......:.......:......
..... ..... ....
PROP. 6" FIRE
.
HYDRANT' LEAD
PROP. 8"
.
SAN JACINTO COLLEGE DISTRICT
4
IN
— - WATER DNE
NATURALUGAS NEN'AGE NETROLEUAs CO.
_ _ :. .. ... INEE
_. _ ' (ARPROX. LOCATION, . .
— �� APPROX. LOCATIOIJ, '
NOT FIELD VERIFIED) EXIST. 24" GULF COAST NOT FIELD VERIFIED IXIST. 24" GULF
WASTE DISP. ) IXIST. CENTERPOINT ENE
4
(APPROX. LOCATION.
NOT FIELD VERIFIED) l\
COAST WASTE DISP.
'� (APPROX. LOCATION,
EXIST. 10" PRAXAIR; NOT FIELD VERIFI€D)
4 STL. GAS:LINE
MARITIME CAMPUS
PROP. AIR RELEASE H.
EXIST. 10" PRAY AIR,
2'MIN. '`EXIST. CENTERPOINT ENERGY'
INC: HYDROGEN LINE
'
. 0
:
: : : G.
. TR.SET :TO, 3". ABOVE ,F ..
FL 4" (E&W) 3.10
NC HYDROGEN LINE
(APPROX. LOCATION.: .
: OT FIELD VERIFIED).
4" STL. GAS LINE
. CLR, . . .
EXIST. 8" :
NAPPROX. LOCATION'
ELD VERIFI . . . . FEX4ST..8". .
OT. FI VERIFIED) WATER LINE
0
»
PROPOSED 4 FORCE MAIN,
:PROP. 4" SAN. SWR.
WATER LINE
1(/
8" WATER LINE AND DRIVEWAY
FORCE MAIN
2'MIN.
STA. 7+00 TO STA. 13+00
-4
........................................................................................
CUR. :. :. .:. .:. .:. .:.
.:..:...HIGH,RRESSURE,GAS.IINES:.... :.
-4
PROPOSED DRIVEWAY
PROP. a" SAN. SWR.
FORCE MAIN
CONTRACTOR TO USE EXTREME
CAUTION IN THIS -AREA
STA. 1 +00 TO STA. 4+00
.
REVISIONS
BY
—8
HIGH PRESSURE GA$ LINES
—$
CONTRACTOR TO'USEEXTREME ............:.......:.......:.......:......CAUTION
PDRAWNErY.
IN THIS AREA
A
CHECKED BY: JAE.
12
—1C.S.M.
APPROVED BY: AJ.B.
7+00
8+00 9+00
10+00 11+00 12+00 13+00
1+00 2+00 3+00
4+00
26-0115
DATE: DECEMBER 2012
SCALE: 1"-40' H— 1"-4' V
SHEET 5 OF 20
0
3
0
a
0
X
NN
�-
0 BRCJCI(S X SPARK$, INC.
3
3
-
-
- -
-
o
TEXAS REGISTERED ENGINEERING FIRM F-880
—
— —
—
21020 PARK ROW PHONE: (281) 578-9595
0
a
d a
w
a d
KATY, 7X. 77449 FAX: (281) 578-9686
SURVEYOR'S NOTES:
a a
PROP. TYPE "A" INLET
I. ACCORDING TO F.I.R.M. MAP NO. 48201C1085L
STA. 4+36.82, 15.51 RT
(COMMUNITY —PANEL NO'S 4802871085L, 4855101085L &
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
PROP. TYPE "A" INLET
OFFSITE UTILITIES
LEGEND
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
STA. 3+86.84, 14.35 RT
SM SHUT 5
DESIGNATED AS ZONE AE — BASE FLOOD ELEVATIONS
DETERMINED AND ZONE AE (FLOODWAY), THE FLOODWAY
PROPOSED 7" CONCRETE PAVEMENT
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
F EXIST. 24" Gk COAST
FEE' W/ 8" STABILIZED SUBGRADE
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
m
WASTE DISP. V
INCREASES IN FLOOD HEIGHTS.
EDGE OF VEGETATION I I I I
I I I
i�
EXIST. 12" VINTAGE PET OLEUM
CO. NATURAL GAS LINE R
PROPOSED 2" HMAC W/ 8" BLACK
REFERENCE BENCHMARK:
b
w I w I ICI
Jw I I awn
BASE AND 6" STABILIZED SUBGRADE
RM 010320 — NGS DISK ON METAL ROD STAMPED
o o
EXIST. 10" PRAXAIR, INC.
HYDROGEN LINE®
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
PROP. S.E.T. PER
IN3 I
I oar I
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
TXDOT STANDARDS
1 I10
� wz
3 I I z a
a
DRILL SITE 10, 1
CALLED 2.511 ACRES
GRAVEL
NORTHWEST OF WOOD FENCE. 635 NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
EASEMENT 1, PARCEL 2
} /I
YY
V
w U
N
w
HUMBLE OIL &REFINING CO.
H.C.C.F. No. D732486
WATERSHED NEAR STREAM A104-10-02.
ELEV.=8.81' NAVD 8$ 2001 ADJ.
( )
150' PIPE LINE ESMT.
H.C.C.F. No. D732486
I
w i
I z w I I y/m
TEMPORARY BENCHMARKS:
I I
f
I I
PROP. CORROSION RESISTANT
TBM"A" — BRASS DISK ON CONCRETE STAMPED "MON.
EXIST 24" GULF COAST
C, ��
U w
ti
SAN. SWR. MH.
12 1989" FOUND AT THE END OF (OLD) SH-146, }200
WASTE DISP®
& '^
Nj I I
w I n� =
I
STA. 6+67.41, 8.25 RT
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
EXIST. 12 VINTAGE PEr�OLEUM
4J
I
I I
m I
PROP. 10" 25' X 25' EASEMENT
ELEVATION = 10.28'
EXIST. 30" CGMP
CO. NATURAL GAS UNE(RJ
ly _
PROP' 8" I
6' CHAIN
I
BAYSHORE M.U.D.
SAN. SWR. VOL. 4995, PG. 158, H.C.D.R.
TBM"B" — "X" CUT IN CONCRETE FOUND ON TOP OF
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
STM. swR.�
EXIST. 10" PRAX IR, INC.
HYDROGEN LINEXI
1
6' CHAIN W TER LINE
LINK FENCE
PROP. S.E.T. PER
(OLD)
LOCATED }7100 FEET WEST FROM CENTERLINE OF oLD
•
LINK FENCE, ;" L
TXDOT STANDARDS
TIE PROP 10" SAN SWR
SH-146 (SPUR 5010, ALONG GRAVEL ROAD NORTH OF
___
___ ___ ---
.,
--- --- ---
-- --- -- --- -
___ TO EXIST SAN SW EXIST. 10" EXIST. 10"
R MH
SAN. SWR.
13 ACRE TRACT, T CHANNEL ON NORTH HEADWALL.
0+00
1 0
___ ___
2+ 0
_ ... ::, _._ _
3+0 "' � " � 4+ 0
2 +00 6
SAN. SWR.
+00 0 ' 8+00
+00
10+00
ELEVATION = 9.69'
'
�3S• P�5
....—
DITCH
�X.ICS�TWRCP
Z1
GRASS S.
��EXIS . 8" WATER LINE XIST. 24 RCP GRASS1AROX.
J
LOCATION TM. SWR.WR.
GRA EL
GRAVEL
O OiwEs�NoSBE
U
iv + PROP. 24" RCP
PROP, 24" RCP Ci PROP. 4" SAN.
SWR. PROP. DITCH
oRaOIeRANGEOro TURNED OFF OR MoveD. GALL
F
STM. SWR. ASPHALT
STM. SWR. m FORCE MAIN
N _
RE -GRADE ASPHALT
EXIST. 10 "
SAN. SWR
CENTERPOINT ENERGY AT z
oR vouR sAFETv You T W To CALL
REQUIRED
BOUT 48 HOURS BEFORE DIG SO THAT UNDERGROUND
NPRIVAT By Eras La
OL
r
i
a
GRAVE
GRAVE
LINES CA IFILATION DOES NOT FULFILL
YOUR OBLIGATION
BLI AT
Q
}y�
- - -
--- -- `GRAVEL -
-- -- F GRASS
— - - -
EXIST. 24" RCP GRASS`
_--
VERIFICATION
VERFCA E UTILITY LINES
xm
m IXIST. 24' RCP
+
°
STM. SWR.
CY
Notorm
Dmpop orvLv.
IfBees Npturpl Gas Ilnelin
t y..
DI .. .... ... ....
o
lgJ
EXIST. CENTERPOINT ENERGY
EXIST.
W H
7
o�fnsla5h...
uses an.l IGae aervlca es
mean Glee w t r pn a
EXIST. 30" CGMP
w
mm m
Z
4" STL. GAS LINE SAN.
Approved voIleATeTe TexpaiswBT unaergroona aonawt roouinea y
gnotore ne
fargnatpreeOf
STM. SWR. U.1 iZ
LOT 1—D ] LOT 1—C LOT 1—B ; LOT 1—A
I a+
n SHADY OAKS
Q
m
_ ib zo
=
VOL. 35, PG. 31, H.GM.R.
w =
z
r
cent Roinf EnargyiuxDERGNOuxD Elecrrlccl RONLY.
rsg^copra
F
o ar F—
r.i
U
ITM1is verulea erlafmg o mr r m Ba �e
o^Nlcl veriilcptlon.l SI ne re^Voila to
aLEGF?1Dtna
3
— o w o
3
(0/1
o o 0
0
3
s� Z ?a`—`
0_
3
o
STANDARD PROFlLE
vxn
a
CENTER LINE OF R.O.W.
_
?4�Urcrc — m cai rc
a rc rc
N 3 3
G, _
f
rc
p — z ��a —
rc
3
R.O.W. LINE S TE W ---
a
a a3�aa I� raa f mvU—ivm—i a
a 3vm—i v3 a v� a
ZO a
a 1 vain vm—i 3�4 vi
w co cn
a
DITCH OR CURB LINEN & E —
DRCN OR CURB UNE S & W
BROOKS & SPARKS, INC.
F-880
UTILITY ONE CALL ME wa dye a
CONTRACTOR TO CALL �'
BEFORE DIGGING !
PHONE:
HOUSTON (713) 223-4567
OLD HIGHWAY 146
(STATEWIDE OUTSIDE
DE a.
HDDSTUN) �`
*.'........:'*
1—(800)-545-6005 Vtl BEf01sEA
ANDREW J. BARCLAY
...91687.........
20
...
...........................................................................................................................................................................................................
........ ........ .... ........
20
...
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
'
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
'
COMMENCING WORK. HE ALSO ACCEPTS FULL
16
16
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
...
...............................................................................................:.....:.....:...........
..... .....
..... ..... ..... ..... .....
.....
..... ..... ..... ..... .....
TO EXACTLY LOCALE AND PRESERVE THESE
UTILITIES.
SAN JACINTO
12.
....... ....... ....... ....... ....... ....... ....... ...... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .....
1..
COLLEGE
'
PROP. 8"
8
:.......:.......:.....
.. ' .....
.:. ...
EXIST CL ASPHALT
...:.......:.
WATER,LINE...:.
...:. .....
8
Your Coals. Your Co Ilene.
30" CGMP.
EXIST. WEST R.O.W.
30" CGMP
�_
—._
_ _ —
' EXIST. WEST DITCH 24" RCP
EXIST. EAST R.O.W. '
4
—. .:...
.. .:... .... .24".RCP........... . .. .. .. ..
..
FL 3.54t
24".RCP:.. — — —
18 .......:.......:...
....:... ....:... ....:... ....
. ¢
SAN JACINTO COLLEGE DISTRICT
EXIST. CENTERPOINT ENERGY
4" STL.- GAS LINE
FL 3.37
EXIST. EAST DITCH
PROP. a SAN. SWR.:
_
'
---
---
FL 2.09 FORCE MAIN
PROP. 170 LF DITCH '—
MARITIME CAMPUS
PROP.108 LF 24"RCP
,--- - --- ---
- -- --- ___ _
_
0
...
.......:.......:.......:.......:.......:.......:.......:...
STM..SWR.0.0.43%.......:.......:...........
.. ...
.. ..... ..... ..... ..
.....
..... ..... ..... ..... .....
OLD HIGHWAY 146
PROP. TYPE "Fa" INLET 2'MIN.
TD= 6.07 :
CLR. HATE ' LINE : :
HATE uNE
.' a Exlsr. 10"
PLAN & PROFILE
..
...................................................................
.. , F. 2......:... .. ,
.... .... ... PROP. '1 LF 10" SAN.
...
..
....
.... .... .... .... .....
-4
STA. 0+00 TO STA. 10+00
PROP. $0 LF 24" RCP S ®033
'PROP. 110 LF 24" RCP SWR.
'
.
STM. SWR. ®0.43%� :STM.
SWR. ®0.43%
IXISr. 10"
IXlsr. 10"
.
SAN. SWR.
SAN. SWR.
NO.1
DATE
REVISIONS
BY
'
TG= 5.77
-8.
:
: : :
: : :
: : : FL 24 (N&S).2.62
PROP. CORROSION RESISTANT
EXIST. SAN. SWR. MH.
EXIST. SAN. SWR. MM.
78
..:.............
.....
..... ..... ...
..... ..... ..... ..... .....
TR SET:TO 3" ABOVE F.G.
: FL 10" (N) -4.71
FL to" (Nw) -5.16'
DRAWN BY: J.SA
CHECKED BY: JAE.
FL 10" (E)' -4.78 FL 1'0" (S) -5.13 '
' FL 4" (S) —0.33 FORCE MAIN FL 0 (S— —2.38
FL 10" .(N) —2.30
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
12
_1
0+00
1+00
2+00
3+00 4+00
5+00 6+00
7+00 8+00
9+00
10+00
PRWECT N0. 728-0115
DATE: DECEMBER 2012
SCALE: H— 1"_4' V
SHEEP 8 OF 20
3
0
0
x
x
I I
I I
I I
I I
2PORTR CHANNELIDE SMA L BOAT
se eD ,m
DRILL 1N
OF HOUSTON AUTHORITY
CALLED 2.511 ACRES _
OF HARRIS COUNTY
HUMBLE OIL & REFINING CO.
VOL. 5770, PG. 341, H.C.D.R.
H.C.C.F. No. D732486
NORTH AVENUE
I I
------------
140' R.O.W. ESMT .
HARRIS -UNIFY—FLOOD
CONTR11 STRICT
DK659827
PERMANENT RIGHT
HC.C.FNo
TY
EET EL2
H.C.C.F. K659827
50'PPELINE ES
H.C.C.F. No. D732486
30' PERMANENT RIGHT
I I
OF ENTRY
H.C.C.F. No. K659827
CONC, HEADWALL
RBED
GRAVEL
WIREAFEN CE
— — —
oNE
GENERAL UTILITY
Dx—
LSECURITY
&GH—
ESMT.
—
—I IFT
- -
--------
- - - -
- - - - - - -
- - - - - - -
45 EASTERN ROADWAY
x
EXTENSION ESMT.
PROP. LINE
WATER LINE
10' WATER LINE
ExrENsloN ESMT.
s SOUND & SIGHT
FARRIER ESMT.
I�-_-_
-__-_
------------
-__-_----_--_---_-_-----
_-_
10' SAN. SWR.
PROP. 8" SAN. SWR.
EXTENSION ESMT.
m
I
FORCE MAIN
mLL
x
OR SS
< 3
SAN JACI NTO
PROP. 50'X5O'
MARITIME CAMPUS
LIFT STATION SITE
140' R.O.W. ESMT.
HARRIS COUNTY FLOOD
CONTROL DISTRICT
30PERMANENT RIGHT
H.C.C.F. No.
K659827
OF ENTRY
H.C.C.F. No. K659827
P9
I
I
I
1
I
I
ED
I
I
I
I
I
I
I
I
I
II
I
I
I
— — _ _ _ _ _ _ _ _ — _----- \_
`25' SJCD UTILITY ESMT.
SIGN ' SJCD
MONUMENT
SIGN ESMT.
60' SJCD
ROADWAY ESMT.
E BFi COf(S cF SPA)TK$, hVC.
■ 7,SUa7,va erx.T.aeav�.�c.
TEXAS REGISTERED ENGINEERING FIRM F-880
21020 PARK ROW PHONE (281) 578-9595
KATY, 7X. 77449 FAC.- (281) 578-9686
SURVEYOR'S NOTES:
1. ACCORDING TO F.I.R.M. MAP NO. 48201C10851
(COMMUNITY -PANEL NO'S 4802871085L, 4855101085L &
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
DESIGNATED AS ZONE AE - BASE FLOOD ELEVATIONS
DETERMINED AND ZONE AS (FLOODWAY), THE FLOODWAY
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
INCREASES IN FLOOD HEIGHTS.
REFERENCE BENCHMARK
RM 010320 - NGS DISK ON METAL ROD STAMPED
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
NORTHWEST OF WOOD FENCE. 63.5' NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
WATERSHED NEAR STREAM A104-10-02.
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS
TBM"A" - BRASS DISK ON CONCRETE STAMPED "MON.
12 1989" FOUND AT THE END OF (OLD) SH-146, ±200
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ELEVATION = 10.28'
TBM"B" - "X" CUT IN CONCRETE FOUND ON TOP OF
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED 31100 FEET WEST FROM CENTERLINE OF (OLD)
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
ELEVATION = 9.69'
FROM RECORD DRAWINGS
F REQUIRED BY TEXAS LAW TO CALL
ell AT LEAST 48 HOURS BEFORE YOU DIG SO THAT UNDERGROUND
LINESCANOBLBElM i OCATIHS., ERIFICATION DOES NOT FULFILL
VERIFICATION O OF PRIVATE UTILITY LINES
SOUTH AVENUE
i*ni 'slg a e:in z"e:i> ia9 �d :e od s x'Ime. 10
H10 uvemmmlon.l G a vend r
ANDARD PRORLE L GPRORLE LL DD,M1B
LINE OF R.O.W.
R.O.W. UNE N &E ---
R.O.W.
R.O.W. ONES&W --
DRCN OR CURB LIKE IN E -
OIICII OR CURB LINE S & W
BROOKS & SPARKS, INC.
T T
F-880
SE CF••.T,F
5:• � .s� Ia-I�-Ia
*' «
8
ANDREW J. BARCLAY
91687 ...
got i�CENSf.�: �c.
fSs1OVAL
ENG
FB s
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
II
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
^.
— — _ _
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
, 11
UTILITIES.
SAN JACINTO
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
LEGEND:
BAYPORT CHANNEL FF
PROPOSED FILTER
FABRIC FENCE (SILT FENCE)
STORM WATER POLLUTION
PREVENTION PLAN
RFB
REINFORCED FILTER FABRIC BARRIER
NO.
DATE
REVISIONS
(EH
STABILIZED CONSTRUCTION ACCESS
®
CONCRETE WASHOUT PIT
DRAWN BY: J.SA
CHECKED BY: JAE.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT NO. 726-0115
DATE: DECEMBER 2012
SCALE: 1'-50'
SHEEP 7 OF 20
POSTED
3
0
1. S POSTS AT REQUIRED SPACING AND 2. ATIFACM FILTER FABRIC TO POSTS ARD hISTALL
DEPTH EXCAVATE A 6" x 6" TRENCH IT INTO THE TRENCH. BACKFILL THE TRENCH AND
UPSLOPE ALONG THE LINE OF Pos-rs. COMPACT THE EXCAVATED SOIL.
OR EQUIVALENT.
yIIF III fill IAJIIF II' I� \I
�I::% nll J5: fJ11FJII1�Jllr�^I
!
ii• - zFLTE
EXTENSION OF FABRIC ALTERNATE V-TRENCH
C POST E 'TENSION OF FABRIC POST
INTO TREN H. INTO TRENC
CGMP
SOIL
�L BRIG
FLOW C IMPACTED
SOIL FILTER FA
1. SEf POSTS AT 4-FEET MAXIMUM SPACING. IF FACTORY PREASSEMBLED FENCE WITH
SUPPORT NE17ING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAXIMUM.
2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT
THE POST, FOLD TOGETHER, AND ATTACH TO THE POSTS.
3. REMOVE SEDIMENT DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF
THE FENCE.
FILTER FABRIC FENCE
X_ O_X
SYMBOL
1. SET POSTS AT REQUIRED SPACING AND
DEPTH. EXCAVATE 6" x 6" TRENCH UPSLOPE
ALONG THE LINE OF POSTS.
2^x2" WOODEN
POST OR
EQUIVALENT
EXiL SIO1 OF FABRIC
INTO TRENCH. WIRE
nLTER FABRIC -POST
FLOW
OF FABRIC INTO TRENCH
WIRE
FILTER FABRIC �Z_POST
FLOW
21
VARIES
SECTION A -A
N.T.S.
VARIES
PLAN VIEW
N.T.S.
GENERAL NOTES:
1. POST A SIGN READING "CONCRETE WASH OUT PIT" NEXT TO THE PIT.
2. VERBALLY INSTRUCT THE CONCRETE TRUCK DRIVERS WHERE THE PIT IS AND TO WASH OUT THEIR TRUCKS IN THE PIT
AND NO WHERE ELSE.
3. UNPON THE CONCRETE SE17ING UP (CURING, DRYING OUT), THE CONCRETE WASTE SHALL BE REMOVED FROM THE
PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. AFTER REMOVAL OF THE CONCRETE WASTE, THE
WASH OUT PIT SHALL BE FILLED WITH CLEAN FILL MATERIAL AND COMPACTED TO IN -SITU CONDITIONS, OR AS DIRECTED
BY THE PROJECT SPECIFICATIONS.
GALVANIZED WELDED WIRE MESH OR 4. CONCRETE WASH OUT PITS SHALL NOT BE LOCATED DIRECTLY ADJACENT TO, NOR AT ANY TIME DRAIN INTO THE STORM
EQUIVALENT TO SUPPORT FILTER FABRIC SEWER SYSTEM OR ANY OTHER SWALE, DITCH, OR WATERWAY.
5. CONSTRUCT ENTRY ROAD AND BOTTOM OF WASHOUT AREA TO SUPPORT EXPECTED LOADINGS FROM TRUCKS EQUIPMENT.
2. SECURE MESH FENCING TO POSTS
3. ATTACH FILTER MATERIAL TO WIRE FENCE AND
EXTEND IT INTO THE TRENCH. BACKFlLL AND
COMPACT THE EXCAVATED SOIL.
",
GENERAL NOTES:
1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WIRES.
2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING.
3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT A
POST, FOLD TOGETHER, AND ATTACH TO A POST.
4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE HEIGHT OF THE
FENCE IN DEPTH.
CONCRETE TRUCK WASHOUT AREA
GTW
SYMBOL
EXISTING GROUND 0' -0" PUBLIC
MIN. IIIIT-11-WIY
:F!:7EOTE.17E
PROFILEMIN
PERMEABLE, SIEFAR011IN
FABRIC FOR FULL WIDTH AND LENGHT OF EXIT GRADED TO PREVENT
RUN-OFF FROM LEAVING SITE
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRAT TRANSITION
EXISTING
GROUND
MIN.
PLAN VIEW
PUBLIC
RIGHT-OF-WAY
GENERAL NOTES:
1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET, WHICHEVER IS MORE.
2. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING
ALL POINTS OF INGRESS OR EGRESS.
3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR OTHER AREAS WILL HAVE THE
SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXD.
4. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO
ACCOMMODATE A TRUCK WASHING AREA. PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING
AREA.
5. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED
DEPTH OR WHEN SURFACE BECOMES PACKED WITH MUD.
6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE.
7. ALTERNATNE METHODS OF CONSTRUCTION INCLUDE
-CEMENT STABILIZED SOIL: COMPACTED CEMENT STABILIZED SOIL, LIMESTONE AGGREGATE, OR OTHER
FILL MATERIAL IN AN APPLICATION OF THICKNESS OF 8 INCHES.
-WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT
WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6
INCHES.
-STEEL MATS: PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS.
TOE OF
SLOPE
TO OF
SLOPE
I 3' I 4' I 3'
SEE NOTE 6 DEPRESS CENTER WIRE MESH
6^ AREA (SEE NOTE 8.1 .)
1
---- ,GRANULAR FILL1__y I
Jr 4
SEE NOTE B.6. SEE GEOTEXT LE
NOTES
SECTION C-C
IN -CHANNEL FILTER DAM
PLAN
VARIES WITH TYPE
VARI
I.
WITH
TYPE
SEE NOTE
r W
OR
WIRE MESH
NOTES
NOTE: ONLY APPLIES FOR
OUTTALL PIPE
PROTECTION.
SECTION B-B
FILTER DAM AT DETENTION
BASIN OUTFALL PIPE
PLAN
CII TCR T10AA NIOTCC.
GEOTEXTILE NOTES:
MIN. AOS SIEVE NO. 120 MIN
MAX. A05 SIEVE NO, 50 MAX
WEIGHT OZ/SY 4 07. MIN
A. TYPES OF FILTER DAMS
1. TYPE 1 (NON -REINFORCED)
HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.
b. TOP WIDTH - 2 FEET (MINIMUM)
SLOPES - 2:1 (MAXIMUM).
2. TYPE 2 (REINFORCED).
HEIGHT - 18-36 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.
b. TOP WIDTH - 2 FEET (MINIMUM).
SLOPES - 2:1 (MAXIMUM).
3. TYPE 3 (REINFORCED)
HEIGHT - 36-48 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.
b. TOP WIDTH - 2 FEET (MINIMUM).
SLOPES - 3:1 (MAXIMUM).
4. TYPE 4 (GABION)
HEIGHT - 30 INCHES (MINIMUM). MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.
b. TOP WIDTH - 2 FEET (MINIMUM).
5. TYPE 5. AS SHOWN ON THE PLANS.
B. CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS.
1. TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH
DIAMETER HEXAGONAL OPENINGS.
2. GRANULAR FILL:
PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR AS SPECIFIED BY THE ENGINEER.
b. 3-5 INCHES FOR ROCK FILTER DAM TYPES 1,2, AND 4 AND 4-8 INCHES FOR ROCK FILTER DAM TYPE 3.
REFER TO GRANULAR FILL IN SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANUTAR FILL.
3. WIRE MESH: FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURED TO ITSELF ON THE
DOWNSTREAM SIDE USING WIRE TIES OR HOG RINGS.
4. IN STREAMS: SECURE OR STAKE MESH TO STREAM BED PRIOR TO AGGREGATE PLACEMENT.
5. SEE SPECIFICATION SECTION NO. 02364-FILTER DAMS.
6. EMBED ONE FOOT MINIMUM INTO SLOPE AND RAISE ONE FOOT HIGHER THAN CENTER OF DEPRESSED AREA AT
SLOPE.
M ■ BROOK$ XSPARK$, INC.
TEXAS REGISTERED ENGINEERING FIRM F-880
21020 PARK ROW PHONE (281) 578-9595
KATY, 7X. 77449 FAO.- (281) 578-9686
BROOKS & SPARKS, INC.
F-880
*' «
ANDREW J. BARCLAY
••••687 •••••• I 91Q'
?�c.
fSS10NAL ENG
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
SAN JACINTO
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
STORM WATER
POLLUTION PREVENTION
PLAN DETAILS
10. 1 DATE REVISIONS BY
REINFORCED
FILTER FABRIC BARRIER STABILIZED CONSTRUCTION ACCESS FILTER DAM DRAWN BY: J.SA CHECKED BY: JAE.
DESIGNED BY: C.S.M. APPROVED BY: A.J.B.
X_ RFB _X SC FD-TYPE
PROJECT N0. 728-0115 DATE: DECEMBER 2012
SYMBOL SYMBOL SYMBOL SCALE: N/A SHEET 8 OF 20
0 BROOK$ 5SPARKS, INC.
■ 7,SU a7,va erx Heav,..r.
TEXAS REGISTERED ENGINEERING FIRM 17
-880
21020 PARK ROW PHONE (2871 578-9595
KATY, 7X. 77449 FAC.- (2811 578-9888
0
3
0
0
CW20-1D CW20-1D
OLD HIGHWAY 146
EXISTING POSTED SPEED LIMIT = 40 MPH
NOTES:
1. CONTRACTOR SHALL PROVIDE AND INSTALL
TRAFFIC CONTROL DEVICES IN CONFORMANCE
WITH PART VI OF TEXAS MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (TMUTCD - LATEST
EDITION WITH REVISIONS) DURING CONSTRUCTION.
2. NO LANES SHALL BE BLOCKED FROM 7 A.M. TO
9 A.M. AND 4 P.M TO 6:30 P.M. MONDAY THRU
FRIDAY.
3. OFF DUTY POLICE OFFICERS/FLAGGERS ARE
REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE
BLOCKED.
4. CONTRACTOR SHALL COVER THE EXCAVATION
WITH STEEL PLATES ANCHORED PROPERLY
DURING NON -WORKING HOURS AND ALLOW
NORMAL TRAFFIC FLOW.
5. APPROVED COPIES OF "TRAFFIC CONTROL PLANS"
SHALL BE AVAIL. FOR INSPECTION AT ALL TIMES.
6. IF THE CONTRACTOR CHOOSES TO USE A
DIFFERENT METHOD OF TRAFFIC CONTROL PLAN
DURING THE CONSTRUCTION THAN WHAT IS
OUTLINED IN THE CONTRACT DRAWINGS, (S)HE
SHALL BE RESPONSIBLE TO PREPARE AND
SUBMIT ALTERNATE PLANS* TO TRAFFIC SECTION
OF HCPID FOR APPROVAL TEN WORKING DAYS
PRIOR TO IMPLEMENTATION
* THESE PLANS SHALL BE DRAWN TO SCALE ON
REPRODUCIBLE MYLARS AND SEALED BY A
LICENSED ENGINEER IN THE STATE OF TEXAS.
PLANS WILL BECOME A PART OF THE
CONTRACT DRAWING.
7. IF THE PROJECT IS WITHIN 400 FEET FROM A
SIGNALIZED INTERSECTION, THE CONTRACTOR
SHALL CONTACT HARRIS COUNTY PUBLIC
INFRASTRUCTURE DEPARTMENT, SIGNAL DIVISION,
AT 713-881-3210 FIVE (5) WORKING DAYS
PRIOR TO THE START OF CONSTRUCTION.
SURVEYOR'S NOTES:
1. ACCORDING TO F.I.R.M. MAP NO. 48201C1085L
(COMMUNITY -PANEL NO'S 4802871085L, 4855101085L &
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
DESIGNATED AS ZONE AE - BASE FLOOD ELEVATIONS
DETERMINED AND ZONE AE (FLOODWAY), THE FLOODWAY
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
INCREASES IN FLOOD HEIGHTS.
REFERENCE BENCHMARK:
RM 010320 - NGS DISK ON METAL ROD STAMPED
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
NORTHWEST OF WOOD FENCE. 63.5' NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
WATERSHED NEAR STREAM A104-10-02.
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS:
TBM"A" - BRASS DISK ON CONCRETE STAMPED "MON.
12 1989" FOUND AT THE END OF (OLD) SH-146, ±200
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ELEVATION = 10.28'
TBM"B" - "X" CUT IN CONCRETE FOUND ON TOP OF
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED 31100 FEET WEST FROM CENTERLINE OF (OLD)
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
ELEVATION = 9.69'
FROM RECORD DRAWINGS
FIR .. R GAIETY. YOU ARE REQUIRED BY TEXAS LAW TO CALL
ell AT LEAST 48 HOURS BEFORE YOU DIG SO LIAT UNDERGROUND
LINES CAN BE MARKED. CALL VERIFICATION DOES NOT FULFILL
YOUR OBLIGATION VERIFICATION D OF PRIVATE UTILITY LINES
Dale:
orgy/UNDERGROUND EI cfrical
ITM1is Signora a F veriiles exlating un io ba oseE
omild vommmion.I SI—t— vend ro
M18 STANDARD PROFILE LEGEND
CENTER UNE OF R.O.W.
R.O.W. UNE N &E ---
R.O.W. LINE S&W --
DITCH OR CURB LIKE N & E
DITCH OR CURB LINE S & W
BROOKS & SPARKS, INC.
F-880
SE OF JF 4f^•• '•k01ll
5:• •sq Ia-17-)a
ANDREW J. BARCLAY
•...91687.........
PO�iCENSf.�: 2�c,
fSS10NAL ENG
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
SAN JACINTO
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
LEGEND:
® WORK ZONE
OPEN TO TRAFFIC
F SIGN POST
• TUBULAR MARKERS, CONES
OR DRUMS
we FLAGMAN
TRAFFIC CONTROL PLAN
NO.
I DATE
I REVISIONS
DRAWN BY: J.SA
CHECKED BY: JAE.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT NO. 726-0115
DATE: DECEMBER 2012
SCALE: 1"-50'
SHEEP 9 OF 20
W W V EXPANSION J01 I TRANSVERSE CONTRACTION TRANSVERSE EXPANSION
JOINT SPACED 40' MAX. JOINT SPACED 40' MAX.
0" TO 7"
20'-0"
1 /8 PER FT. MIN, 1 /2 PER FT. MA T = 8" MIN.
T 1/8 PER FT. MIN, 1/2 PER FT. M
r
#4 BARS ON 18" ALL PAVING SUBGRADES TO o z — G BLOCKO
TRS. BOTH WAYS BE LIME STABILIZED 8" o o)
.
TYPICAL SECTION - MAJOR STREETS DEPTH. ¢I
KEYED CONSTRUCTION
JOINT
1 /4" PER FT.
28' — 36' — 40' — 44' VARIES 4' 2'
B.O.C. TO B.O.C. SIDE WALK
= 8" MIN.
"L_[T
" 1/4PER FT., ayay m
tTRBARS ON 1-8'-
S. BOTH WAYS
TYPICAL SECTION SECONDARY & RESIDENTIAL STREETS
VERTICAL SAW —CUT OR PREFORMED JOINT f3/4"HOT POURED RUBBER
JOINT SEALING
COMPOUND
T/4
T/2
T dL
#4 BARS ON 18"
TRANSVERSE CONTRACTION JOINT
24" #4 SMOOTH
ASPHALT COATED
I 10" #6 SMOOTH DOWEL
HOT POURED RUBBER 5 ASPHALT
JOINT SEALING COATING
COMPOUND—___.�3/4"
1"
T/
T�
26 GAUGE STEEL
WIRE TIE p FILLER
(AS APPROVED BY (REDWOOD OR CYPRESS
ENGINEER) BOARD)
TRANSVERSE EXPANSION JOINT
KEYED CONSTRUCTION JOINT
DINT LONGITUDINAL DUMMY JOINT ® 15' CTR. MAX.
EXPANSION J
KEYED CONSTRUCTION JOINT OR
LONGITUDINAL DUMMY JOINT
SPACING DIAGRAM FOR JOINTS
1/L
T DEFORMED METAL STRIP BACK OF CURB TO BACK OF CURB
8" SPACING AT 18" CENTER 8"
VARIABLE FROM 0 TO 2' MAX. VARIABLE FROM 0 TO 2' MAX.
#4 BARS ON 18" 2" I I I I I I I I I I I I I I I
LONGITUDINAL DUMMY JOINT SPACING DIAGRAM FOR DOWELS AT EXPANSION JOINTS
FORMED GROOVE EDGES 1/2" HOT POURED RUBBER
ROUNDED TO 1/4" JOINT SEALING COMPOUND
RADIUS 71VERTICAL SAW —CUT 3/8" TO 3/4"— HOT POURED RUBBER
1" JOINT SEALING
FIRST POUR J-T SECOND POUR T/4 COMPOUND
�1> T/2
T
4 BARS ON 18" #4 BARS ON
CTRS.
KEYED CONSTRUCTION JOINT SAWED DUMMY JOINT
STANDARD DIMENSION
R.O.W.
W
M
V
120'
35'
30,
10,
110,
35'
20'
10,
100,
35'
14'
8'
100,
33'
14'
80'
50,
4'
78P
GENERAL NOTES:
I. PAVING FORMS, DOWEL SUPPORTS, CHAIRS, AND JOINT
SEALING COMPOUND SHALL BE APPROVED BY THE ENGINEER.
2. ALL MATERIALS, DEVICES AND WORK REQUIRED FOR THE
INSTALLATION OF EXPANSION, CONTRACTION AND
CONSTRUCTION JOINTS SHALL BE CONSIDERED SUBSIDIARY
TO THE BID ITEM "CONCRETE PAVEMENT" AND SHALL BE PAID
FOR AT THE UNIT PRICE BID.
3. BAR LAPS SHALL BE THIRTY (30) DIAMETERS. LONGITUDINAL
BARS SHALL END TWO (2) INCHES FROM EXPANSION JOINTS.
TRAVERSE BARS SHALL END THREE (3) INCHES FROM THE
EDGE OF PAVEMENT.
4. SPACING OF EXPANSION JOINT SHALL NOT EXCEED FORTY
(40)FEET.
5. JOINTS THAT REQUIRE IMPRESSING SHALL BE FORMED BY
IMPRESSING A DEVICE OR BAR INTO NEWLY PLACED
CONCRETE BEFORE INITIAL SETTING. THE DIVIDE OR BAR
SHALL BE REMOVED AS SOON AS THE CONCRETE IN SUCH
CONDITION AS TO PRECLUDE DISTORTION OR INJURY TO THE
CONCRETE. THE RADII FOR EDGING ALL CONCRETE SHALL BE
1/8" UNLESS OTHERWISE NOTED.
6. LONGITUDINAL JOINTS - KEYED CONSTRUCTION OR DUMMY -
SHALL BE SPACED AT THE CENTER OF LANE DIVIDING LINES.
SPACING OF LONGITUDINAL JOINTS SHALL NOT EXCEED
FIFTEEN (15) FEET.
7. SHEETED WELDED WIRE FABRIC OF APPROVED SIZE AND
SPACING MAY BE USED IN LIEU OF REINFORCING RODS WITH
PRIOR APPROVAL OF THE DIRECTOR OF PUBLC WORKS.
CITY OF PASADENA
EST. 1883 H AR R I S COUNTY, TEXAS
,0 .�' �. ,
y v r ENGINEERING DEPARTMENT
6
A D 901 CURTIS, SUIT 65, PASADENA, TX. 77502
'MODIFICATIONS TO THE CITY OF STANDARD DETAIL SHEETS ARE NOT ALLOWED.
ANY EXCEPTIONS TO STANDARD DETAILTAIL SHALL BE MADE ON SEPARATE SHEET AND
SUBMITTED FOR REVIEW WITH THE PLAN. ALL EXCEPTIONS SHALL CLEARLY NOTE THE
SECTIONS AND DETAILS THAT THEY WILL REPLACE. FAILURE TO NOTE EXCEPTIONS WILL VOID
SUCH CHANGES AND THE CURRENT CITY OF PASADENA STANDARD DETAILS SHALL GOVERN.
*AN ENGINEER USING STANDARD DETAILS PUBLISHED BY THE CITY OF PASADENA IS
RESPONSIBLE FOR SEALING THE DOCUMENTS IN ACCORDANCE WITH THE RULES OF THE
STATE OF TEXAS PROFESSIONAL ENGINEERS REGISTRATION BOARD.
STANDARD DETAILS
P,4 V/NG
2
4/28/03
CHANGE DIST. 14 BAR FR. 24" TO 18"
Y.T.
M.G.
Designed by W.E.B.
Scale: Not To Scale
1
12/02
CHANGE ADDRESS IN BORDER
Y.T.
Dmwn b y Y.T.
Date: 02/12/2001
Project /t
REV.
DATE
DESCRIPTIONS
BY
APPR:
Approved by. W.E.B.
I Fie J�
ISHEET 10 OF 20
m
V
• L
dw*m
�tL�
_ca—gg
�CL1
CC_ m
•mL W O
W C1 Y: t
C2 } * n
�°c�aa
L L I.
_mm p o1
CF L
+1 i
YI P V
V
vo
g�4-}
L ]
L
*t
S"oa
do
4 R0L
��L4�•
C 7-i
F�ct4
aLmm
� $QL
m$�C
ac
r ,rL
is g d
N ♦ L
O 4x0
t
Unit Length Varies
24• Max
Saf9+ Pipe Eq Spa at 24" Max
Runners
(if required)
$ Scfet
1 -D Pipe Runner .�
PLAN
_ o
Optional a Safety Pipe Runner
Step SIDpe I7ypl3If required}
n Tap Face of Safety End Treatmen
- Slops 2 Optional costing
line for Toewall
0 tl I
o r I Flawline-
I I —�--
C ;a5'
C 1
rn --1,, t
LONGITUDINAL ELEVATION
Pipe
Safety Pipe Runner~j
ii Y4" Galvanized Steel Bolts
with Washers and Inserts
a
a a a a do
4
Tnreadea
n Isert ilk
INSTALLATION DETAIL FOR
SAFETY PIPE RUNNERS
(If required)
e
- C
P a
i A, Calvonired Steel Bolts
Safety Pipe I " with Wosnera and Inserts
T Runner i f
Top Line of
o 1 f Safety Pipe Runner
P p _ IC
YA' Threaded Io Flcwllne
q •�' Insert
i
L
�! a
t
OPTION A
a
t � Ipe DIO
0 Ct N " Golvanlzec Steel Bolts
Safety Pipe with washers and Inserts
Runner 7Dp Line of
3 —L Safety Pipe Runner
6 = x
�•--I Y4 " Tnreaped ' ' _ � � F I Dw I i ne
Insert p'
C
u'r
OPTION B
END DETAILS FOR INSTALLATION
OF SAFETY PIPE RUNNERS
(If required]
Min @
4
Re i of to have 5,�
1" Min cover
/// 1111 Mln
f f �
i t
i.
�I.:. Cement Stab i I i zed :. • LEcckf
i rig and k. I I I
MULTIPLE PIPE INSTALLATION OPTION WITH
SQUARE BOTTOM
SECTION A -A
OPTION WITH
INVERT BOTTOM
1
MINIMUM
PIPE RUNNERS
REQUIRED PIPE
PIPE
PIPE
MA XIMUM
LENGTH
REQUIRED
RUNNER SIZES
I.D.
ALL
•D•
SLOPE
OF
THICKNESS
UNIT
SINGLE
WLTIPLE
NOMINAL
O.D.
I.D.
PIPE
PIPE
DIA.
12"
2"
17"
6:1
4'-9"
No
Yes, for
}2 pipes
3" STD
3.5DO"
3.066"
15"
2 IJ4 "
ZO %2"
6: 1
6' -5"
Nd
Yes, far
>2 pipes
3" STD
3.500"
3.068"
19"
2 jz'
24"
6:1
8'-0"
No
Yes, far }2 pipes
3. STD
3.5,00'
3.066"
24"
3"
31"
6:1
11' -3•
No
Yes, for
>2 pipes
3" STD
3.500"
3.068"
30"
3 '/2"
38 /?"
6:1
14' -8`
Na
Yes
4" STD
4.500"
4.026"
36"
4-
45 %z"
6:1
17'-11"
Yes
Yes
4" STD
4.5fl0"
4.026"
42"
4 IJ2"
52 %"
6:1
21'-2-
Yes
Yes
4" STD
4.500"
4.026"
I Dimension "D" is bdsea on ASTM C-76, Class III, wall "B' thickness. If any
other troll thickness is used, dimension "D" must be adjusted Oacordingly.
I Slope ds shown elsewhere In the plans. Slope of 6:1 or flatter 1s required
for vehicle Safety.
Toewall to be used only wnen dimension is shown elsewhere in the plans.
The top 4` of void be+ween Precast End Treo+men+e shall be filled with concrete
Riprap and analI be considered subsidiary to Safety End Treatment.
Clear distance between pipes shall be adjusted to provide for the minimum
distance between safety end treatments.
Cement stablllzed bedding and backfiII Shall be in accordance with the Item,
"Excavation and BOckfiIi for Structures'. Heading Ono beckfill shall be
considered subsidiary to the Item "Safety End Treatment', When concrete
riprap is specified around the Safety and treatment, backfill small be as
directed by Engineer.
GENERAL MOTES:
Precast safety end treatment for reinforced concrete pipe may be used
for TYPE II end treatment as specified in Item `Safety End Treatment".
When Precast Safety End Treatment is used as ❑ Contractor's alternate
to mitered RCP, Riprap will not be required unless noted otherwise on
the plans.
Syn+he+ic fibers IiS+ed on the "Fibers for Concrete" Material Producer
List (MPL) may be used in lieu of steel reinforcing in riprap concrete
unless noted otherwise.
ManUfaCtUre Of this prOdUCt sh❑II Conform to requirements of
Item "Safety End Treatment" except as noted below :
A. Minimum reinforcing shall be t4 at 6" (Grade 40)
or #4 of 9" (Grade 60) each way or 6 x 6 - W12 x W12
or 5 x 5- W1D x W10 welded wire f❑bric.
B. Concrete for precast (steel formed) sections shall be Class "C"
with o minimum Compressive strength of 3600 psi,
At +ne option and expense of the Contractor the next larger size
of Safety End Treatment may be furnished, as long as the 'D' aimensian
cast is that of the required size of pipe.
Pipe Runners ore designed for ❑ traversing load of 10,000 LOS at yield
as recommended by Research Report 28U-2F, "Safety Treatment of Roadside
Parallel -Drainage Structures', Texas Transportation Institute, March 1981.
Pipe Runners shall conform to the requirements of ASTM A53 (Type E or
S, Grade B), ASTM A500 (Grade B). or API 51952.
All steel components except reinforcing, shall be galvanized after
fabrication. Golvonizing damaged during transport or construction shall
be repaired in accordance with the specifications.
Texas Deparftol of ►rarlspVtotion
BrRdge Dlwsran
Invert PRECAST SAFETY END
vil
Ir�� Precast end I a
Il f section may tr ❑
l { be produced r + t TYPE 11 PARALLEL DRAINAGE
it with spigot + 4
I l 11 or be l l end ul
— — —T as required r = —'— — —
PSET-SP
OPTIONAL JOINT FILE, psetal)w.OQr ft, Raw •, NLR I :•, JTR « GAF
:DT007 February 2010 015TUM mex Oro PROJECT 54EET
ISnowing joint between RCP and gEYIS:ae
Precast Safety End Treatrnen+l ++ r� aoJ �*• *� twxrr cc TnaL scEr J08 ixoFe�v
PymnPfic ricrP.
SHEET 11 OF 20
�--�B� 1/2' PREMOLDED ASPHALT NORMAL GUTTER LINE GUTTER TRANSITION BAR B� A
'�" IMPREGNATED FIBER BOARD BAR B BAR A AR C
HEAVY DUTY M.H. 6' INLET OPENING 4'-0' MIN. 6' EXP NSION JOINT MATERIAL(TYP.) BAR C 24' 6' 5' SLOPE 1/4":1'
RING & COVER I TOP OF CURB BAR
BRA
--____-- ARB LO�1llINF�Fy4li I_ i , _— -- w
_ -` _ ^ 9/2'OPENING a
2!I.i; i.i---
>r i i i •• i L'• °
OT . E• (TO TYPE 'A' 8 "B" INLETS) I I/2Yt
1/2" EXPANSION JOINT FILLER AROUND NEENAH STORM WATER CURB
CONSTRUCTION JOINTS OPENING R-3264 OR EQUAL
INLET AND BACK OF CURB WHEN SET w
ADJACENT TO CONCRETE SLAB. a� a
5 5.
2000 PSI CONCRETE .
—(OR AS SPECIFIED ON PLANS) (OR SPECIFIED ON PLANS) INVERT ° >
.o..............................................
L -7-
24ER BAR C FACE OF CURB X
2' MIN. -"• 6" ': , . °• - :. :o
--NOTE:(TO PE "A" & "B' INLETS .• NOTE: WHEN INLET IS LOCATED AT A °
PAVING BLOCKOUT SECTION Q-Q 12" 1 ' 6' 6"
Ll
BAR G i 1 I/2' EXPANSION JOINT FILLER AROUND BLOCKOUT LOW POINT, SHAPING SHALL BE 3 6" MIN
-1/2" PREMOLDED ASPHALT IMPREGNATED FIBER WHEN USED WITH CONCRETE PAVEMENT. SYMMETRICAL ABOUT INLET BOX.
BOARD EXPANSION JOINT MATERIAL(TYP.) PLAN TYPE A CURB INLET SECTION B-B
D
6'—INLET OPENING 4'-0' MIN. 6" 7
NORMAL GUTTER LINE GUTTER TRANSITION AR B
• A BAR BAR C AR A
BAR C BAR A �24 6" 5' SLOPE 1/4 :I
-------- I i/ \i ? TOP OF CURB - - -- j BAR G --- - - -- ---
ol
JUTTER GRADE
c -- — — ' L- - ZD
BAR I c -,L0
E lIH€BFS .
`� °II �u� i -�__� __ .>•. __ '.•�.-•- 91/2'DPENIHIS
Z
_ -- _ i n.S� ° i I HEA DUTY MANHOLE--L-J---- I I/2 R
i i A ,; ; .. Po & COVER ..
1 ' ' \ s��• / / : i i + NEENAH STORM WATER CURB
5 i Lit 5 CONSTRUCTION JOINTS OPENING R-3264 OR EQUAL
(OR AS SPECIFIED ON PLANS) ......T (OR SPECIFIED ON PLANS) I •. ` - '
;...................... r ............ 1 i3
12" ARC I 000 P51 CONCRETE
1 INVERT z
BAR 2 1-9
ib'
- - - - - - - - - - - - - -
-_-�---_-�-_-- _-_------ 2"MIN. .t `o
12" PAVING BLOCKOUT I NORMAL FACE OF CURB SECTION C-C 12' 12" 12 6' 3'-6' MIN._]6
SECTION D-D
PLAN VIEW TYPE B CURB INLET
'INSIDE WIDTH OVER 4', TOP
MUST BE MIN. THICKNESS OF E
DUAL
REINFORCING SCHEDULE FOR CURB INLETS
5' CURB INLET
MARK
NUMBER
SIZE
LENGTH
TYPE
A
4
5
2'
6'
B
B
5
3'
0'
C
2
5
5'
0"
G
3
3
2'
3"
'G
3
3
3'
4'
'P
I I
1 3
13'
6'
GENERAL NOTES
I. ALL CONCRETE SHALL BE CLASS "A'. INVERT CONCRETE SHALL BE PLACED AFTER
INLET BOX HAS BEEN CONSTRUCTED. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4".
2. BEARING FOR FRAME AND COVER SHALL BE FITTED AND FINISHED AS TO PROVIDE
A FIRM AND EVEN SEAT FOR THE ENTIRE COVER IN THE FRAME. THE FRAME SHALL BE
PLACED AT THE SAME END OF THE INLET AS THE OUTLET PIPE.
3. ALL SEWER AND WATER SERVICES SHALL BE CLEARLY MARKED BY IMPRINTING A "W"
FOR WATER, A 'S" FOR SEWER INTO THE FACE OF CURB WHERE SERVICES ARE LOCATED.
4. STEPS FOR INLETS SHALL BE PLACED AT INTERVALS OF 16" AS ARE REQUIRED BY THE
ENGINEER.
5. THE 12" PAVING BLOCK OUT IN FRONT OF THE INLET SHALL BE BUILT AS A PART OF
THE INLET.
6. ALL INLET TOPS SHALL BE BE POURED IN -PLACE UNLESS APPROVED BY THE CITY
DENOTE TYPE "B' INLET ONLY VARIE5�1
6" EXAMPLE 6
48" 2" 8'
2
TE g•
I 2 3�
6 3/4" 1' 4.
NEENAH STORM WATER CURBS OPENING
SYMMETRICAL SEWER
ABOUT
ENGINEER
7. INLET WALLS MAY BE CONSTRUCTED OF BRICK UP TO THE SECOND CONSTRUCTION JOINT
AT THE OPTION OF THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER.
8. REINFORCEMENT AND ALL OTHER CONSTRUCTION DETAILS FOR INLETS ARE AS
SPECIFIED ON CITY STANDARDS MAY BE MODIFIED WITH APPROVAL OF THE ENGINEER
AS NECESSARY TO CONSTRUCT INLET AS SHOWN.
9. INLET SIZE AS CALLED FOR IN CONSTRUCTION PLANS REFERS TO THE TOTAL LENGTH OF
OPENING - THE TOTAL LENGTH OF THE STRUCTURE IS AS PER DETAILS THIS SHEET.
10. THE INSIDE DIMENSION OF AN INLET OR JUNCTION BOX SHALL BE NO LESS THAN THE
OUTSIDE DIMENSION OF THE PIPE ENTERING THE WALL.
11. ALL INLETS AND JUNCTION BOXES SHALL HAVE 8" CEMENT STABILIZED SAND 95%
STANDARD DENSITY BASE.
12. CURB AND PAVING BLOCK OUT SHALL CONSIDERED SUBSIDIARY TO INLET PRICE.
(4) I"WIDE uvuoc rwronoa rvwiurtaL urtuurvu "' ��REOUIRED BEDDING DEPTH
FILTER FABRIC'f
(MIN. 12 LAP) CRUSHED STONE FOUNDATION
RANDOM BACKFILL (WHEN NEEDED FOR SEEPAGE
-••-••-• ;�i T )., •-••-••- PAVEMENT, BASE AND c IN TRENCH ZONE PER DRAINAGE, 6" MIN. DEPTH.
\\ - SUBGRADE PER STREET > COP STANDARD CROSS - SECTION SEE COP STANDARD
STANDARD DETAILS SPECIFICATIONS. OF CRUSHED STONE FOUNDATION SPECIFICATION.
11/4'
\ j / •, •' , LETTERING 32'
INLET 8 JUNCTION BOX DECK STEEL • • ° • • N
TO BE #4 BARS ON 2" O.0 " AJ2 OR INITIAL BACKFILL
CEMENT -STABILIZED , :12'MIN.
F AND EMBEDMENT _ SEDNG LINE
PLAN + (SEE NOTE 4) A/2 OR,
M-PICK CLOSED I2"MIN....•' HAUNCHING CEMENT
—_ PICKHOLE STABILIZED
.o .............. .... .. ......... ..._.. •o CAM LOCK Av .. BEDDING N SAND
r
- HEAVY- MANHOLE RING & TOP VIEW OF FRAME &COVER COVER SECTION -� s EMBEDMENT
COVER (400-425 CBS.)
TYPICAL CROSS-SECTION .� CRUSHED
4 SHAPE INVERT W/200 r _ - s 33 I/4' NOTE: i` FOUNDATION
PSI CONCRETE 2 5/8" I. THIS DETAIL MAY BE USED ONLY FOR DRY STABLE TRENCH CONDITIONS PER COP 'MIN.
STANDARD. SEE COP STANDARD SPECIFICATION FOR REQUIRE11ENTS IN OTHER FOLD FABRIC CONCRETE TRENCH DAM
,� � ?�: R 4� �32 I/4' � CONDITIONS. FOR 12" AGAINST KEYED MIN. 6' INTO TRENCH
CONCRETE ON BOTTOM AND WALLS
•°� 4 1/2" 2. MINIMUM TRENCH WIDTH SHALL BE PIPE OUTSIDE DIAMETER (OD) PLUS AN ALL SIDE LONGITUDINAL SECTION ALONG PIPE fL
I I ALLOWANCE AFOR THE NOMINAL PIPE SIZE:
"' AT FOUNDATION TRENCH DAM
I I 30, NOMINAL PIPE SIZE 'A" NOTE:
I I % 40 3/4' 18" TO 30"------------ 2W I. ACTUAL SHAPE OF CONCRETE TRENCH DAM SECTION MAY BE DETERMINED
I I OVER 30'----------- 36'
BY CONTRACTOR IN FIELD. MEETING MINIMUM ICKNESS AND KEY DEPTH
FRAME SECTION . MAXIMUM TRENCH WIDTH SHALL BE NOT GREATER THAN MINIMUM TRENCH WIDTH REQUIREMENTS.
3
PLUS 24", UNLESS OTHERWISE NOTED.
CEMENT STABILIZED 8' '. ��L�:. C, i 2. THIS DETAIL SHALL BE USED WITH CEMENT STABILIZED SEMBEDMENT, OR
BASE 95% DENSITY 4. ALTERNATIVE EMBEOMENT BACKFILL MATERIALS FOR FORCE MAINS MAY BE OTTER CLASS II EMBEDMENT IN WET STABLE TRENCH CONDITIONS.
ALLOWED. SEE COP STANDARD SPECIFICATION. 3. PLACE TRENCH DAMS IN CLASS I EMBEDMENTS AT THE MIDPOINT OF LINE
SEGMENTS LONGER THAN 100 FEET BETWEEN MANHOLES.
6• 3'-01VARIES) 6• 3'-0'(VARIES) 6" EAST JORDAN IRON WORK MAMANHOLE COVER 6 FRAME
4'-0" (VARIES) 4'-0' (VARIES) 00CRO6-I176D OR EQUAL) SANITARY OR STORM SEWER BEDDING 6 BACKFILL SANITARY OR STORM SEWER CRI&ED STOAE FOUNDATION
SECTION E-E SECTION F-F FOR DRY STABLE TRENCH FOR WET STABLE I RENCH
JUNCTION BOX DETAILS MANHOLE COVER 81 FRAME PIPE EMBEDMENT
`MODIFICATIONS TO THE CITY OF PASADENA STANDARD DETAIL SHEETS ARE NOT ALLOWED.
CITY OF PASADENA ANY EXCEPTIONS TO STANDARD DETAIL SHALL BE MADE ON SEPARATE SHEET AND STANDARD DETAILS
v F w SUBMITTED FOR REVIEW WITH THE PLAN. ALL EXCEPTIONS SHALL CLEARLY NOTE THE
3 07/08 CHANGE M.H. COVER AND FRAME TO HINGED COVER AND FRAME Y.T. D.R. H AR R I S C O U N T Y TEXAS S TORM CONCRETE M ETS
E57. 18g3 ; SECTIONS AND DETAILS THAT THEY WILL REPLACE. FAILURE TO NOTE EXCEPTIONS WILL VOID
2 08/04 AM PIPE EMBEDMENT DETAILS Y.T. M.G. a k < SUCH CHANGES AND THE CURRENT CITY OF PASADENA STANDARD DETAILS SHALL GOVERN. DESIGNED BY: W.E.B. SCALE: NOT To SCALE
1 01/03 CHANGE HANDLE COVER & FRAME Y.T. W.E . 9 V 2 ENGINEERING DEPARTMENT 'AN ENGINEER USING STANDARD DETAILS PUBLISHED BY THE CITY OF PASADENA IS DpAn BY: Y.T. DATE 01/31/2003 PROJECT
m a 901 CURTIS, SUITE 35, PASADENA, TX. 7JSO2 RESPONSIBLE FOR SEALING THE DOCUMENTS IN ACCORDANCE WITH THE RULES OF THE
REV. DATE DESCRIPTIONS BY APPR: ..,, . STATE OF TEXAS PROFESSIONAL ENGINEERS REGISTRATION BOARD. APPROVED BY. W.E.B. FILE k SHEET 12 OF 20
MANHOLES
GENERAL NOTES
2" concrete grade
32 32
rings for manhole
2" concrete grade
32•
32•
I -I
1. All gravity sewer lines shall be:
a). P.V.C. sewer pipe minimum of SDR 35 from 0 feet to 10 feet in depth, and a minimum from
ring adJustment to
finished grade, seal
rings for adjustment
to finished grade.
9
I
2 - #4 bars each
'
10 feet and greater depth, meeting ASTM-D-3034.
b). Fiber glass minimum of 46psi wall stiffness at 5% deflection, and meeting ASTM-D-3262.
2. II Imes be between
A type
with ramneck or
side of opening
sewer shall constructed of some material and of pipe manholes, unless
approved equal.
See collar detail
Type &Dimension
i
an exception is specifically requested and approved by engineering.
"
r4'-O'manhole
of manhole as a
3. All pint seals for gravity sewer pipes shall meet ASTM-D-3212.
m
specified on plans
4. All joint seals for force mains, gravity lines ppressure rated for 150psi, and gravity lines within the
5..
48" diameter
o
100 year flood plain shall meet ASTM-E-477.
See collar detail
concentric
bber gasket
standard 45' "WYE" #4 bars 8" O.C.
5. Sewer alignment shall be laid in straight alignment with uniform grade between manholes.
ec'fed)
cone.
compression
*Note: a both wa
drop
6. A 2"x2" lath 36 inches high painted red must be installed at all sanitarysewer services.
7. All sewer lines must be constructed in accordance with current Texas Natural Resource Conservation
4•-0'
joints as pper
*Note: the = manhole
commission (TNRCC) regulations, Chapter 317.
W (or as specified)
ASTM C-443
*Note
engineer may shall be
s eclf either ctandard manhole
p
8. All testing must be done in accordance with current TNRCC regulations.
concrete base
s"
y required cover &frame
the specified
9. All trench safety and trench shoring shall be the responsibility of the contractors, payments will be
®`
anhole
to be poured
P
integral with
4'-0
(« °° speclDea)
when the 8 a'-o e
rubber gasket 9
or alternative incomin
aid by a separate a items.
P P pay
10.AII seals between lines and manholes shall be watertight, size -on -size resilient connectors allowing
(notel0) v
bottom section
non-
shrink a
flowline is
preformed 2
plastic gasket 30" or
for differential settlement and meeting ASTM-C-923.
9
11.All manholes inverts shall be provided with a "U" shaped channel minimum of 1" fall across the
water stopmanhole.
24°
of precast
anhole grout $
(notel0)
(ram -neck or higher than E
a roved the flowline mortar
pp
manhole that is as much as possible a smooth continuation of the inlet and outlet pipes.
For manholes connected to pipes less than 15" in diameter, the channel depth shall be at least
Lprovide
2a
provide za°
water stop
equal) meeting out.
federal compacts
1/2 the largest pi a diameter. For manholes connected to pipes 15" to 24 in diameter, the
de th be least 3 4 the largest diameter. For to
non -shrink
1z a
® grout
®
nonshrink
grout
s�ppecifications ackfill slope concrete
SS-S-00210 floor from sp to
channel shall at pipe manholes connected pipes
P / 9 P p P P
greater than 24" in diameter, the channel depth shall be at least equal to the largest pipe
R/C
T
" ®
® line aporox. 2 :1
diameter. All bench provided above the channel shall be slopped at a minimum of half inch per
;,
construction
standard 45' bend
one foot toward the flowline. See manhole bottom details.
pipe ��
q14
- }
* ,•.': , joint
12.All manholes with larger effluent pipes, the tops of all pipes shall be placed at the same elevation
bars 12" o.c. each way I
r
_T
® -
and flow channels in the invert sloped on an even slope from pipe to pipe.
6'
#4 bars 12" o.c. each way
13.Manhole base shall be of class A 000 psi concrete in 28 days.
r
FIBERGLASS MANHOLE MONOLITHIC (cast in
PRECAST CONCRETE MANHOLE
MANHOLE
DROP MANHOLE
14.The diameter of the concrete base shall not be less than the outside diameter of the manhole
lus 24 inches. All manholes and valve boxes within concrete pavement shall be blocked out 2'
Beyond
place)
(TYPE 1) (TYPE 2)
(TYPE 3-PRECAST CONCENTRIC GONE)
longgue GMoro
SDC IOn
O.D. of manhole and valve boxes with 3/4" redwood doweled expansion joint.
& Points
ASTM (C-478) «monolithic precast
SHALLOW MANHOLE
15.Access to manholes shall be provided by a portable ladder.
16.When building within the 100 flood watertight manhole with bolted and ring
years plai, gasketed
and cover (TRANS-TEX-A-77 or approved equal) are required.
PIPE EMBEDMENT
s metrical
half abc t half
TYPICAL COLLAR DETAIL
17.Manhole type must be specified with all drops and standards manhole.
18.All fiberglass manholes required minimum wall thickness of 0.5".
trench width trench width
ad + 8" ad + 8
section
under pavement
pavement, bas
Ic section
under NG
random backfill
19.Maximum trench width shall be 24" or the pipe O.D. plus 12".
20.Concrete encasement is required under an existing or proposed roadway and within 12" back of
pipe pipe
-
approv roved select
select aterjal PI les
materialI00psi
PI lesscrete than 20 max.
than 20, aggregaie size
2 cam cted 12"
x pipe OD to 957 ee min
approved select
material PI less than
20, m4x aggregate
size 2' placed arjd
tam ed b hand see
P Y
note 24))� comppacted
subgrade per
street detail
trench zone
backfill
cement stabilized
sand per COP
standard
if' o
in trench zone
per COP
standard
specification
-
-
a
from A cover rout frame in place 3000psi concrete
use 3000 psi frame & cover
non -shrink rout 1z 4 bar hoop
9
I -I
FInished rade
@ E 9 pavement
i EE
mm o
curb, backfill above the pipe shall be as detailed above for paved areas.
21.Excavation in existingdrivewa shall be backfilled and prepared to condition. All backfill shall be
yy P P
compacted to TEX-113-E, 1993.
22.All excavation shall be backfilled and compacted acted to the a roval of an engineer.
? PP 9
23.Where pipe installations in rock (or other Incompressible foundation), the contractor shall excavate
so as o rovide a min. of 8" or 1 2 inch er 1' of cover rams ar cushion beneath the I ep
P ( / P ) 9 P Pmax.0.25
24.Installation of any pipe or utility between the ROW and within 18" of the back of curb, or edge of
aggregatnote 24�
to 95% iEX-113-E.
filter faW& �itit i. � R
_
line
<. _- subgrade
street of a proposed or existing street shall be compacted TEX-113-E, and the ROW shall be
com acte,size a TEX-113-E a proved material
pp
to g5% s all be sand or
EX-113 washed o
Tj @@
)
crush to)�e)
embedment wet)
cement stabi ize
ng
L
use concrete II
new manhole grade rings to IIbackfill
achieve desired
restored to original condition.
25.Contractor shall sha a embedment material to accommodate the belled mts of a to insure
p !o PP
support throughout their lengths. Belled joints shall have a minimum of 2 of fill beneath them.
(s e note mT
E E
�cr p�ed
gravel wfYa -Y2
sand dr y
A/2 12"
elevation, as
non -paved areas paved areas
P P
26.If excavated material is not acceptable to the engineer for backfill, the contractor shall provide
P e
2222 4� :� a�sz
grading, placed and
Tamped by hand
or min, ---I
both sides
a
required, seal with
ram -neck or
selected import material as required; all backfill material is subsidiary to the Qri"ce of pipe in place.
CONCRETE ENCASEMENT CONCRETE CRADLE EMBEDMENT compacted to 95%
t ical cross-sedbir
approved equal.
27.Minimum trench width shall be pipe outside diameter (OD) plus an allowance A for the
nominal pipe size: A"
avement avement
direction of pipe I' ng
INSTALLATION OF PVC PIPE THROUGH CASING MANHOLE BOTTOM
nominal 1i°pI a size
18 to 30--------------- 24"
new concrete width+l2 width+l2 ew HMAC
cut,
sawcut r�width I e
pipe s6oh
proposed pavement section
-
E zone
backfill
over 30"--------------- 36"
28.Maximum trench width shall be not greater than minimum trench width plus 24", unless
both sides o sides approved select
material PI less
than 20 max.
exist. .- - cement stabilized -il-i i� a re ale size 2",
sand or flowable fill q9 g
f
base & �'E material per sV E placed and tamped
crush stone
embedment
concrete
trench darn)
s- fold foric
for 12
against
tie pie together on the hole wall
outsi a to allow for the u encasement a �°
future removal of the line 9 PP
onl with brick &
yy
2000# concrete.
otherwise noted.
29.Trench dam may be formed or unformed. Actual shape of concrete trench dam cross section
may be determined by contractor in field, meeting minimum thickness and key depth requirement.
30.Trench dam shall be placed at least 5 feet away from any pipeline structure. See specifications
for
on Crete
vement cotton95%
€ E TEX-113-E E °
to 95% TEX-113-E
for trench > 54".
Cement stabilized
concrete on
keyed min. 6' mn. all sides
Into trench -I I-
_ _
-
10
other requirements.
31.PIace trench dams in class I embedments at the midpoint of line segments longer than
100 feet between manholes.
°I cement stabilized a'
sand for trench <
bottom and
see note
III sand for all
`
trenches.
i T-
54'.
cement stabilized
sand for all
walls
longitudinal
E
CASING:
1. Install star spacers as a roved b engineer, of install four 4 x4" pressure -treated to a minimum
P p y 9 (" )
O.61bs/cf CCA �2 better lumber, the
trenches.
u section along plDe
trench
2"
of grade or equally spaced around pipe.
2. The 4 the full len th the the integral
approved material II a sand or washed or
PP 4
embedment
am
encasement pipe stainless stee minf manhole bottom shall be
shaped with concrete.
wood members shall extend of pipe, excluding coupling or
P P 9 P 9 9
bell and be securely fastened to the pipe by 1/2" wide x 0.03" thick) stainless steel straps, and
screened gravel wI4 -Y2 grading, placed and
tamped by hand.
(see notes
27 - 31)
Concrete grout to drain to
center, minimum slope of
stainless steel clips position in notches every feet.
3. Galvanized steel 3/4 inches wide #10 bands, and screws shall connect the top 2
CONSTRUCTION IN CONSTRUCTION IN
CONSTRUCTION IN
EMBEDMENT &
TRENCH ZONE
0.5 inch per 1 foot.
gage galvanized
wood members to the other side of coupling or integral bell.
EXISTING CONCRETE ROADWAY EXISTING HMAC ROADWAY
PROPOSED ROADWAY
BACKFILL FOR DRY OR
WET STABLE TRENCH
4. The leading edge of the wood members shall be rounded to prevent "hang up" on the welds or
other obstructions in the casing.
5. Ends of the the encasement pipe shall be securely and permanently sealed with bricks or rubber
to vent inflow of
6. stein asing pipe must be 361kslre. yield strength.
RESIDENTIAL SERVICES - NEW CONSTRUCTION
STANDARD CLEANOUT
MANHOLE COVER & FRAME
31 7/8• DIA
7. Both inside and outside of steel casing pipe shall be thoroughly coated with an approved rust
3'-2"x2"
red stake
12' H12.
natural round ca I
cap �l
3'-2"x2" 3'-2"x2" red stak
red stake marking end of servi
112• ca � °
cap �I = _ _ "
standard casting Trinityy Valley
Iron & Steel Co. No. 124 or
approved eq al.
cast iron
20001bs.
IV' letters 11 I j
4) 1" dia. -
vent holes I -^I
" �� cover section
resisting paint.
* The Separation Distances Between Portable Water and Wastewater Treatment Plants, and Waterlines
and Sanitary Sewers will be followed TEXAS NA7URAL RESOURCE CONS£RPA77ON COMMISSION -
CI
screw type
-
DESIGN CRl7ERlA FOR SEWERAGE SYSTEMS 317.13 Appendix E-Se Distances A B
APP
_
} -,III-I-III J III - 1
_
i
-III-III „I concrete
-
III - 1-11' rgeter
to :_r
_ concrete .III-'
f
oration and
P i i
.I
1 o d d
`
d b0%
y
-
6 min. C-I =
l
`/
sections.
o EM a
a 4" mi . a
SDR 35 PVC
- E-1
TI
- around = stopper ...-II-
=- I' pp .f III-
° " 1X"
1" dia.
4' min. 4" min.
45' bend
45' bend
I
compacted backfill -
6" cleanout P
~etters handlin
top view of cove
45' bend E« SDR 35 PVC SiR 35 PVC
a roved clean -out
PP be installed
= I approved select ,I'
45' "WYE" aterial
III;
, hole
45' WYE
45' bend 45 WYE
45•
wd
by plumber under
lean out
I� _
building permit.
I
45' bend
m �,
rotate fitting45' otate fitting 45'
max. to min. cut max. to min. cut
rotate fitting cut rotate fitting cut
max. min. cut max. to min. cut
I _
_ _ _ -
=1Tt -m
diameter
r
g s
® ee (Torr-eaA�
for service for service
ewer main sewer main
ry
for service for service
sewer main sewer main
of pipe
as shown on plans
e� -- -' - - �
- 16
end view in -line end -line
bottom view of cover
LONG SERVICE FRONT SIDE YARD -SHORT SERVICE ALLEY
frame section
"Y C PASADENA
O CITY OF I ASAD E N A
EST. 1883 H AR R I S COUNTY, TEXAS
,a .�' �.
,y v r ENGINEERING DEPARTMENT
6
A D 90I CURTIS, SUIT 35, PASADENA, TX. 77502
*MODIFICATIONS TO THE CITY OF PASADENA STANDARD DETAIL SHEETS ARE NOT ALLOWED.
ANY EXCEPTIONS TO STANDARD DETAIL SHALL BE MADE ON SEPARATE SHEET AND
SUBMITTED FOR REVIEW WITH THE PLAN. ALL EXCEPTIONS SHALL CLEARLY NOTE THE
SECTIONS AND DETAILS THAT THEY WILL REPLACE. FAILURE TO NOTE EXCEPTIONS WILL VOID
SUCH CHANGES AND THE CURRENT CITY OF PASADENA STANDARD DETAILS SHALL GOVERN.
*AN ENGINEER USING STANDARD DETAILS PUBLISHED BY THE CITY OF PASADENA IS
RESPONSIBLE FOR SEALING THE DOCUMENTS IN ACCORDANCE WITH THE RULES OF THE
STATE OF TEXAS PROFESSIONAL ENGINEERS REGISTRATION BOARD.
STANDARD D E T A I L_ S
SANITARY SEWER
2
O8/04
add pipe embedment detail, notes 27 to 31
Y.T.
M.G.
Designed by W.E.B.
Scale: Note To Scale
1
10/02
change notes (1,20), m.h. cover &frame, border address.
Y.T.
W.E.B.
Drawn by. Y.T.
Date:
Project /t
REV.
DATE
DESCRIPTIONS
BY
APPR:
Approved by. W.E.B.
Fie f
SHEET 13 OF 20
approved pipe oa -
select
material 12000psi
than 20, less concrete
t
max. a
aggregate
size 2 a
compacted
to 95% 4"
TEX-113-
(see note
24)CONCRETE ENCASEMENT
PIPE EMBEDMENT
o trench width
o pipe od + 8
- proved select
x material PI less
than 20, max.
a aggregate size
2 compacted Imin
to 95% (see
note 24)
o TEX-113-E
o _
CONCRETE CRADLE EMBEDMI
new concrete width+l2"
width+l2" new HMAC
trench width pipe od + 8" a cut.
sbo
sawcut
both sides
h sides
exist.
cement stabilized
base &
sand or flowable fill
s
concrete:YE
material per �.E
pavementE
specifications
compacted to�95%
cerTj�itt �iibirzed
sand for all E
a `<
trenches.
approved material shall b sand or washed or
screened gravel w/Y4"-)2„ grading, placed and -
tamped by hand.
approved select
material PI less than
20, max aggregate
size 2", placed and
tamped by hand (see
note 24), compacted
to 95% TEX-113-E.
approved material
shall be sand or
gravel w/Y4" -Yz"
grading, placed and
tamped by hand,
compacted to 95%
proposed pavement section
cement stabilized sand
or approved select
material PI less than
20, max. aggregate
size 2", compacted to
95% TEX-113-E,
CONSTRUCTION IN CONSTRUCTION IN CONSTRUCTION IN
EXISTING CONCRETE ROADWAY EXISTING HMAC ROADWAY PROPOSED ROADWAY
SINGLE SERVCE CONNEC770N
curb & gutter
BORED RAILROAD CROSSING DETAIL
mea.Q?Jdleaf itf i gg,�ym ce%ii g 8@aFig%Fhngles
I E
encasement pipe as specified
carrier pipe as specified in plans
0
I
M
PVC, D.I., CONC.
CARRIER SIZE
MINIMUM ENCASEMENT
CONCRETE PIPE
(CLASS V)
STEEL CASING
4"
12"
0.188" MIN.
6
15
8
15
loll18
12
21
14
24
0.219" MIN.
161,27
18
30
0.250 MIN.
20
33
0.281 MIN.
24
36"
0.312" MIN.
1. Ends of casing pipe over 6" in diameter shall be securely and
permanently sealed against inflow of moisture.
2. The outside of carrying pipe and both inside and outside of metal
casing pipe shall be thoroughly coated with an approved rust resisting
paint.
3. Corrugated metal pipe (CMP) shall be bituminous coated.
WATER-MAIN
�3STANDARD FIRE HYDRANT
' blue 2 X 2 lath
center line of meter
pavement _- _
6 grade to
structure
�o tt5 4S Limits of new
N construction (con
i stallation)
see "*Cur...
long service short service
water main �X
an led or straight are corporation stop (Mueller H1500
*Curb sto
P- 9 9 or approved equal) with
acceptable: counter clockwise threads
Y4" (Ford B41-333W or approved
equal) SEC77ON
1" (Ford B41-444W or approved Limits of new
equal) construction (contractor
1Y2' Ford B41-666 or approved
installation)
eq r main
All curb stops mtrst b 1rbcl oq 'fwecopper
-
serivice
saddle or specified on t e
-
clamp construction plans
(see note 1 (see note).
a
of Service PLAN
Connection)
LONG SERVICE CONNECTION
serivice
saddle or 1"curb stop (Ford B41-4
tf new
tion (contractor
L4iinn'sta
clamp or approved equal), locking
ion)
(see note type copper to iron thread
1" x 3/4 x 3/4" brass tee(Ford
T222-334)
1" type "K" copper
top -Y4"
tublagB41-333
or
ed equal)
type.
PLAN
FOR 1-1/2" SERVICE (FOR LONG SERVICES ONLY) FURNISH AND INSTALL THE
FOLLOWING:
1. One )'"curb stop (copper to iron thread) FORD B41-666 or equal (locking
type).
2. One Y2" reducer (brass).
3. 1" X %"A4' brass tee (FORD T22-334 or equal).
4. Y4" type "K" copper tubing.
5. Two '/4" curb stop (FORD B-41-333 or equal) locking type.
DESCRIPTIONS
APPR:
NOTE: In construction SEC 710N
where swivle fitting 2' min.
s'max.
cannot be
utilized,concrete
thrust blocking, as
details below shall be n
I
used. break away point M
2000psi concrpt n
E
6" crate,
BORED STREET CROSSING DETAIL
concrete curb & autter
encasement pipe as specified-
rrier pipe as specified in plans
PVC, D.L, CONC.
CARRIER SIZE
MINIMUM ENCASEMENT
CONCRETE PIPE
(CLASS Ill)
STEEL
size
CASING
thickness
4
2
14
6
15
16
0.250"
8
15
18
10
18
20
0.281
12
21
22
0.312
14
24
24
0.344
16
27
26
0.375
18
30
28
20
33
30
0.406"
24
36
34
6.4 99
1. Ends of the encasement pipe will be securely and
permanently sealed to prevent inflow of moisture.
Brick and mortar, concrete or rubber casing boots).
Steel casing pipe is acceptable for water and
sewer crossing. Contractor will submit details on the
proposed encasement pipe to the City Engineer for
approval, 36ksi minimum yield strength, 0.25" wall
thickness minimum as shown above.
INSTALLATION OF P.V.C. PIPE THROUGH CASING.
(See CASING" note)
ncasement pipe
stainless stee
N
FLUSH ASSEMBLY DETAIL
valve stZ;ZDIMJ
d quick concrete
NOTE: Wrap plug and all surfaces, in
gate vacontact with concrete thrust block, in 6
meter box mil polyethylene. Blocking wil be bid as
part of unit price for bends, firehydrant
cast iron cap and etc. Thrust blocking respoinsibility
of contractor to meet existing soil
45' bend with bloc Ingiditons.
-mrusi `fitting 12" X 12" X 4"
blocking concrete slab
B" 90°bends,
GATE VALE (TYP.) x Tee 2000 # concrete D" 22°6ends30'
TYPE A bends,
hydrant ar E" 11' 15'
12" X 12" X 4"
L X bends.
12" X 12" x 4"
concrete slab concrete slabs e'
�;. X *dimension "X" to be a minimum of
2000 concrete -A one 1 foot but is to be increased
6"gate*MJ parallel hydrant # A wher(necessary to provide bearing
xivel tee Tyler Pipe CAT against undisturbed trench wall.
tting no. 5-119S MJ x MJ
9IfStYy#o%de9ya6ity Engineer, HORIZONTAL BLOCKING TABLE
Contractor my substitute the
blocking as
appropriate sized "Tee" and a 90'
necessary
bend for the parallel hydrant tee.
I ew A -A 18" X 18" X 4"
concrete slab
extension
TYPE B
ustable valve box
yd rant
ate ler H - 10360,
A
valve
approved equal
IM
-hand thread
ical valve
12" X 12" X 4"
quired whenever
PIPE
"X"
PLUGS & TEES
90' BENDS
5' BENDS
22' 30' BENDS
11' 15' BENDS
SIZE
DIM.
A
*MIN.
AREA
+MAX.
VOL.
„ „
B
*MIN.
AREA
+MAX.
VOL.
»
C
*MIN.
AREA
+MAX.
VOL.
» »
D
*MIN.
AREA
+MAX.
VOL.
„ »
E
*MIN.
AREA
VOL.
4"
1'-0"
1'-0"
.83
.05
1'-0"
.83
.05
1'-0'
.83
.05
1'-0"
.83
.05
1'-0"
.83
.05
6"
1'-6"
1'-0"
1.06
.06
1'-2"
1.50
.09
1'-0"
.83
.05
1'-0"
.83
.05
1'-0"
.83
.05
8"
1'-6"
1'-3"
1.89
.11
1'-6"
2.66
.15
1'-3"
1.44
.08
1'-0"
.83
.05
1'-0"
.83
.05
10"
1'-6"
1'-9"
2.95
.17
2'-0"
4.17
.24
1'-6"
2.26
.13
1'-3"
1.15
.07
1'-0"
.83
.05
12"
1'-6"
2'-0"
4.25
.24
2'-3"
6.00
.34
1'-9"
3.25
.18
1'-3"
1.65
.10
1'-0"
.83
.05
16"
2'-0"
2'-7"
7.54
.56
3'-0"
10.65
.79
2'-3"
5.76
.43
1'-8"
2.94
.22
1'-2"
1.48
.11
18"
2'-0"
2'-11"
7.70
.57
3'-5"
10.89
.82
2'-6"
5.89
.44
1'-10"
3.01
.22
1'-5"
1.51
.11
20"
2'-0"
3'-3"
7.86
.59
3'-9"
11.12
.84
2'-9"
6.01
.45
2'-0"
3.07
.23
1'-7"
1.54
.12
24"
6'-0"
3'-8"
11.33
.84
4"-3"
16.00
1.20
3'-2"
8.65
.65
2'-0"
4.42
.33
1'-10"
2.22
.17
concrete slab swivel thrustbloc tolbeutreater thaina4ed * Calculations in minimum area column are in square feet sq.ft.)
fitting 9 b I 9 d + Calculations in maximum area column are in cubic yard �cu. vid
e7I�:L1�►N��
1. All water mains to be one or a combination of the following material having cast or
ductile iron outside diameters:
A. Ductile Iron must:
a ee or excee AWWA specifications C150 and C151;
b M.J. Bell and spigot joints with a single rubber gasket, meeting AWWA specification C111;
c Have a thickness of class 50 or better, shall have 6 mil polyethylene wrap.
B. P.V.C.
a grger than 3" AWWA C900 CL150 with ring -tight seal, DR18;
b 3 or less CL150 minimum with ring -tight seal.
C. V.C. - Fiber lass com osite a must:
a ee or excee specification ,
b Be rated at 350psi working pressure;
c Have integral M.J. bell and spigot joints.
2. a in Sleeve and Valve:
A. upping seeve o mee AWWA specifications with a minimum working pressure of 150ppsi.
B. Tapping valves shall meet AWWA specifications with a minimum working pressure f 175psi.
3. Bends and Ittna: all bends and fittings will be ductile iron mechanical joint (DIM)
mee Ing a sped (cations of ANSI AWWA C-110-77. Bends and fitting for non A A
approved PVC pipes must meet ASTM D3131 and ASTM F477. No glued or solvent weld
pints will be allowed.
4. Tied Joint Restraint Svstems (All -Thread Rod Connections):
A.�irec nnecf qn aTlo rod to to the flange of W fitting will not be permitted.
The approprgte Tie olt , nut and washer is the only acceptable means of making this
connection Tie Bolt' should be equal to or exceed star Super Tie Bolt".
B. All -thread rod will be of the following dimension:
a 3" or smaller water line: 5 8 diameter rod.
b 4" or renter water line: 3/4" diameter rod.
5. Vt the flushing of all water mains is to be accgmplished"through an
opening no sma er than the diameter of the line being flushed i.e. a 12 waterline must
be provisions to comply with this requirement. Any additional cost to the contractor for
complying with this item will borne by the contractor. Request for exceptions to this
procedure will be made to the City Engineer who will make a determination on a case by
case basis.
6. Joint Restraints or Adapter Flan es: when restrainer flanges are specified on plans, or
where a co tractor
a ec s o use hem, the flangges will meet or exceed the
requirements%specifications of Uni-Flange Series 1300 for PVC pipe or Series 200 for cgst
or ductile iron pipe. Installation of these items will be in accordance with manufacturers
7. All water lines constructed and tested in ccordance with current Texas Natural
Resource Conservation Commission TNRCC� re ulations, Chapter 290.
8. All testing must be in accordance with curre d TNRCC fe ulations.
9. Minimum depth for all water lineg shall be 48 thru 12 diameter from final grade to
top of pipe greater than 12", 60 cover.
10. All water tap must be handled by City of Pasadena Water Division.
CASING:
1-F0,I pressure -treated grade #2. or better lumber, 4"x4" plastic lumber equally
spaced around the pi e, must be provided, or plastic spacers ( ACI or approved equal)
spaced equally at 3 feet O.C.
2. The four wood members shall extend the full length of t e pipe, excludingg the oupling
or integgral bell and be securely fastened to the pipe by 0.5 wide x 03' thick stainless
steel Is raps a d inless stee"I clips positioned in notches every five �5) feet.
3. Three-fourth3%4 inch wide gage #10 galvanized steel bands and galvanized screws
shall connect t e tip two wood members, or plastic spacers, to the other side of the
coupling or integral bell, if restrained joints are not used.
4. The leading edge of the wood members shall be rounded to prevent "hanging up" on the
welds or other obstructions in the casing.
6. Steel casing pipe must be 36ksi minimum yield strength.
7. Both inside and outside of steel casing pipe shall be thoroughly coated with an approved
aximum trenchwi s a e or the pipe outside diameter plus 12".
2. If concrete encasement is required under an existing or proposed roadway, backfill above
the concrete and pipe shall be as detailed above for paved areas.
3. Excavation in existing driveway shall be backflilled and repaired to existing condition.
All backfills shall be compacted to TEX-113-E.
4. All excavation shall be backfilled and compacted to the a provai of the engineer.
5. Where pipe installations in rock (or other irdcompre sdble foundation) th contractor shall
excavate so as to provide a minimum of 8 (or 1�2 per foot of cover) granular cushion
beneath the pipe.
6. Installation of any pipe within 4' of the back of curb or edge of street of a proposed or
existing street shalt required the same embedment as for installation in streets.
7. Contractor shall shape embedment material to accommodate the bellied joints of pippgs
to insure support throughout their lengths. Bellied joints shall have a minimum of 2
Of fill beneath them.
8. If excavated material is not acceptable to the engineer for backfill, the contractor shall
provide select import material as required, all backfill material is subsidiary to the price
of pipe in place.
1. Service tops on PVC pipe require double strap or single wide stainless steel strap bronze,
epoxy coated ductile iron or ductile iron service saddle/clamp MUELLER 6126 OR
FORD 202 or approved equal) with counter clockwise threads.
2. Service taps on cast or ductile iron pipe may, be made using a c rporation stop (4" or
larger main or using the service clamps specified in no. 1 above �2 and smaller rrlpin.)
3. Where a double strap saddle required, the contractor may substitute a single band
saddle, if the band incorporates two or more ad'ustment bolts and the overall width of the
saddle is equal to or greater than tide width of �he double strap spddle.
4. Curb stops will be of the ball yplve variety (FORD B42-333, etc.)
5. CCA treated timber 2X2 lath 36 high muss be installed at all wafer services, and shall
be painted blue.
�6. AA �miinniiimquNmT of 12" of cover on all service lines.
e H rant: : All required fire hydrant shall be of the national scale standard
Wee way rea away type no less than 5 1%44 in size and shall conform to provisions
to the latest AWWfd specification C-502 and shall be placed upong approved water -mains
of the less than 6 in size. Approved manufacturers are Waterous, Mueller, U.S. Pipe, or
approved equal.
2. Vales shall be placed on all fire hydrant leads.
3. Required fire hydrants shall be installed so as the breakaway point will be no less than 3",
and no greater than 5" above the grade surface.
4. A spacing of no, less than 18" shall be proved between center of the barrel of the larger
steamer connection and the finished grade surface.
5. Fire hydrants when located on ppublic property shall be located a minimum of 2' and a
maximum of 6' behind the curbline.
6. All required fire hydrants shall be installed so that the steamer connections will face the
fire lane or street.
7. All fire hydrant installations to contain stiff or ridge type connections.
8. All fire hydrants shall be right hand thread, open-counier clockwise, close -clockwise.
A stem extension is needed for depths greater than 42 .
e ow gra e.
Y..,.
G
CITY OF PASADENA
'MODIFICATIONS TO THE CITY OF PASADENA STANDARD DETAIL SHEETS ARE NOT ALLOWED.
ANY EXCEPTIONS TO STANDARD DETAIL SHALL BE MADE ON SEPARATE SHEET AND
STANDARD DETAILS
EST. 1883
H AR R I S COUNTY, TEXAS
SUBMITTED FOR REVIEW WITH THE PLAN. ALL EXCEPTIONS SHALL CLEARLY NOTE THE
SECTIONS AND DETAILS THAT THEY WILL REPLACE. FAILURE TO NOTE EXCEPTIONS WILL VOID
WA TER L INES INS TALLA TION
N k e
.� v
ENGINEERING DEPARTMENT
SUCH CHANGES AND THE CURRENT CITY OF PASADENA STANDARD DETAILS SHALL GOVERN.
*AN ENGINEER USING STANDARD DETAILS PUBLISHED BY THE CITY OF PASADENA IS
Designed by W.E.B.
Scale: Not To Scale
Drawn by. Y.T.
Date: 01y31y2003
Protect /t
6
A 10�iO
CURTS, SUIT 35, PASADENA, TX. ]]5O2
RESPONSIBLE FOR SEALING THE DOCUMENTS IN ACCORDANCE WITH THE RULES OF THE
STATE OF TEXAS PROFESSIONAL ENGINEERS REGISTRATION BOARD.
Approved by W.E.B.
I Fie J:
SHEET 14 OF 20
3
0
0
I
N
PAVEMENT SECTION
12"
STABILIZED MATERIAL PER
PAVING SECTION REQ'S
6"
COMPACTED
BANK SAND TO
95% STANDARD
PROCTOR.} g .
DENSITY
(ASTM 0-698)
COMPACTED EARTH BACKFILL
TO 95% STANDARD PROCTOR
6"
COMPACTED
BANK SAND TO
95% STANDARD
PROCTOR ..... ..
DENSITY''
(ASTM D-698)
BEDDING AND BACKFILL BEDDING AND BACKFILL
UNDER PROPOSED PAVING UNDER UNPAVED AREA
FORCE MAIN TRENCH
N.T.S.
NOTES:
THREADED ADJUSTABLE 1.VALVE AND TAPPING SLEEVE TO BE INSTALLED
VALVE BOX TOP OF PER GOVERNING AUTHORITY'S SPECIFICATION WITH POLY -WRAP
BOX TO B� ADJUSTED A BEFORE ANY CONCRETE IS POURED.
MIN OF 2" ABOVE FINISHED 2.VALVE BONNET TO BE ASSEMBLED
GRADE WITH STAINLESS STEEL BOLTS.
MEGA LUG JOINT RESTRAINT OR PROPOSED WATER LINE
APPROVED EQUAL INSTALLED PER CONCRETE SUPPORT THRUST
MANUFACTURERS INSTRUCTIONS /- BLOCKING FOR TAPPING VALVE
UNDISTURBED SOIL
CONIC THRUST
F BLOCKING FL BY MJ,VARS
AND SUPPORT TAPPING LVE ❑❑
INSTALLED AS
DIRECTED
COPROPOSED WATER LINE
UNDISTURBED
SOIL
-CONCRETE SUPPORT THRUST 4
BLOCKING FOR TAPPING VALVE
SIDE VIEW TOP VIEW
TAPPING SLEEVE AND VALVE
N.T.S.
6" MIN. I' -
A
A
UNDISTURBED A A
NATURAL GROUND
BEND TEE
18" MIN.
hh
UNDISTURBED NATURAL GROUND
24" MIN.-12" & LARGER PIPE
18" MIN.-10" & SMALLER PIPE
BEND & TEE PLUG
TAPPING SILEEV� IRON
- EXISTING WATER LINE
CONCRETE THRUST BLOCKING AND
SUPPORT INSTALLED AS DIRECTED
- UNDISTURBED SOIL
90' BEND
45' BEND
22 1/2' BEND
TEES
PLUGS
SIZE
A
B
A
B
A
B
A
B
A
B
2 1/2
12"
1 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"
14L
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"
1 12"
1 24"
24"
130"
20"
54"
ALL CONCRETE SHALL BE MIN. 5SK, 3000 P.S.I.
WATER LINE THRUST BLOCK
N.T.S.
N 0 BROOKS & SfARKS, INC.
■. CdnSlJ1-y E- G111-
TEXAS REGISTERED ENGINEERING FIRM F-880
21020 PARK ROW PHONE (281) 578-9595
KATY, 7X. 77449 FAX.' (281) 578-9686
BROOKS & SPARKS, INC.
F-880
4f^•• '•k4 10
5:• •sq Ia-I�-Ia
ANDREW J. BARCLAY
•• 91687.......2'
Pot / CENSER :2�c.
fS\S10NAL fNO�
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBIUTY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTIUTIES.
SAN JACIN'I'O
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
MISCELLANEOUS DETAILS
REVISIONS
DRAWN BY: J.S.A.
CHECKED BY: J.A.E.
DESIGNED BY: C.S.M.
APPROVED BY: AJ.B.
PROJECT NO. 726-0115
DATE: DECEMBER 2012
SCALE: N.T.S.
SHEET 15 OF 20
N 0 BROOKS & SfARKS, hVC.
■. CXfnSRJ1-y E_ G111
TEXAS REGISTERED ENGINEERING FIRM F-880
R!( 21020 PAROW PHONE (281) 578-9595
KATY, 7X. 77449 FAY.' (281) 578-9686
LIFT STATION EQUIPMENT
1. FURNISH AND INSTALL TWO (21 SUBMERSIBLE NON -CLOG WASTEWATER
PUMPS 6 THE HP SPECIFIED N THE DRAWINGS AT THE SITE. PUMP
SUMERSI BILE ELECTRIC MOTOR SHALL BE CONNECTED FOR OPERATION ON
SUITAB ESAOR SPHUMASE
PUMP PPPBRLIII CEIONBTH THEE PORWERLCABLELE
SHALL BE SIZED ACCORDING TO NEC AND ICEA STANDARDS. THE PUMP
SHALL BE SUPPLIED WITH A MATING CAST IRON 3 INCH DISCHARGE
CONNECTION AND BE CAPABLE OF DELIVERING THE RATED FLOW AT THE
HEAD SHOWN ON THE PLANS. EACH PUMP SHALL BE FITTED WITH LIFTING
CHAIN OR STAINLESS STEEL CABLE. THE WORKING LOAD OF THE LIFTING
SYSTEM SHALL BE 50% GREATER THAN THE PUMP UNIT WEIGHT.
2. THE PUPS SHALL BE FIRMLY CONNECTED TO THE 01 SCHARGE
CONNECTION, GUIDED BY TWO GUIDE BARS EXTENDING FROM THE TOP OF
THE STATION TO THE DISCHARGE CONNECTION.
3. MAJOR A-4 COELMAPOSI.13�5 WfIITTLHLEB�TH GREY
UR ACEESSTDBw16 OF BLOW HOLES
OR OTHER IRREGULARITIES. ALL EXPOSED NUTS OR BOLTS SHALL BE A I S
TYPE 304 STAINLESS STEEL CONSTRUCTION. ALL EXTERIOR METAL
SURFACES COMING INTO CONTACT WITH THE PUMPAOE OTHER THAN
STAINLESS STEEL OR BRASS, SHALL BE PROTECTED AY A FACTORY
APPLIED SPRAY COATING OF ALKYD PRIMER AND A SYNTHETIC RESIN
ENAMEL FINISH. ALL 0-RINGS SHALL BE OF NITRILE RUBBER. THE
LIFTING HANDLE SHALL BE GALVANIZED STEEL. CAST IRON IMPELLERS
SHALL BE SPRAYED WITH PRIMER.
4. MOTORS ARE SUFFICIENTLY COOLED BY THE SURROUNDING
ENVIRONMENT OR PUMPED MEDIA. A WATER COOLING JACKET IS NOT
REQUIRED.
5. THE CABLE ENTRY SEAL DESIGN SHALL PRECLUDE SPECIFIC
TORQUE REQUIREMENTS TO INSURE A WATERTIGHT AND SUBMERSIBLE SEAL.
THE CABLE ENTRY SHALL CONSIST OF A SINGLE CYLINDRICAL ELASTCMER
GROMMET, FLANKED BY WASHERS ALL HAVING A CLOSE TOLERANCE FIT
AGAINST THE CABLE CUTS DE DIAMETER AND THE ENTINRY INSIDE DIAMETER
SEEPPARAWET RFROMDTHE FFUUNCTTIIOONN CONTAINING
THETCABL.E. THE FUNCTION,
SHALL PROVIDE EASE OF CHANGING THE CABLE WHEN NECESSARY USING
THE SALE ENTRY SEAL. A JUNCTION BOX SHALL BE COMPLETELY SEALED
FROM THE PUMPED MEDIA. EPDXIES SILICONES, OR OTHER SECONDARY
SEALING SYSTEMS SHALL NOT BE ACCEPTABLE.
6. THE PIMP MOTOR SHALL BE INDUCTION TYPE WITH A
SQUIRREL CAGE ROTOR, SHELL TYPE DESIGN HOUSED IN AN AIR FILLED,
WATERTIGHT CRAABER, NEMA B TYPE. THE STATOR WINDINGS AND STATOR
LEADS SHALL BE INSULATED WITH MOURE RESISTANT CLASS F
INSULATION RATED FOR 155 C (311 F THE STATOR SHALL BE DIPPED
AND BAKED THREE TIMES IN CLASS F MNISH AND SHALL BE
HEAT -SHRINK FITTED INTO THE STATOR HOUSING. THE USE OF BOLTS,
PINS OR OTHER FASTENING DEVICES REQUIRING PENETRATION OF THE
STATOR HOUSING IS NOT ACCEPTABLE. THE MOTOR SHALL BE DEISIGNED
FOR CONT I NIUOUS DUTY MANDL I NG PUMPED MEDIA OF 40 C ( HOUR. 104 F AND
CAPABLE OF UP TO 15 EVENLY SPACED STARTS PER R. THE R TOR
BARS AND SNORT CIRCUIT RINGS SHALL BE E CAST ALUMINUM.
THERMAL SWITCHES SET TO OPEN AT 125 C 260 F SHALL BE EMBEDDED
PHASE WINDING. THESE THERMAL SWITCHES SHALL BE USED IN
PPROTECTIIONN AND WITH
ALL BE CONNECTED TO
THE �TROOLLTPAN. OVERLOADHHEE
MOTOR AND PUMP SHALL BE DESIGNED AND ASSEMBLED BY THE SAME
MANUFACTURER.
7. THE COMBINED SERVICE FACTOR TINED EFFECT O' VOLTAGE,
FREQUENCY AND SPECIFIC GRAVIITYY SHALL BE A MI HIMLM OF 1.15. THE
MOTOR SHALL HAVE A VOLTAGE TOL RAKE OF PLUS CR MINUS 1 X. THE
MOTOR SHALL BE DESIGNED FOR OPERATION UP TO 40 C (104 F AMBIENT
AND WITH A TEMPERATURE RISE NOT TO EXCEED 80 C. A PERM NOE
CHART RHCTDR EI UVTIpEDPSHTOKWW AN SCM RIXH s CfWRTNSNALL
ALSO INCLUDE DATA `SSTARTING AND NO-LOAD CHARACTERISTICS.
8. THE POWER CABLE SHALL BE SIZED ACCORDING TO THE NEC
AND ICEA STANDARDS AND SHALL BE OF SUFFICIENT LENGTH TO REACH
THE JUNCTION BOX WITHOUT THE NEED OF ANY SPLICES. THE OUTER
JACKET OF THE CABLE SHALL BE OIL RESISTANT CHLOROPRENE RUBBER.
TIE MOTOR AND CABLE SHALL BE CAPABLE OF CONTINUOUS SUBMERGENCE
UNDERWATER WITHOUT LOSS OF WATERTIGHT INTEGRITY TO A DEPTH OF 65
FEET.
9. TIE MOTOR HORSEPOWER SHALL BE ADEQUATE SO THAT THE
PUMP IS NON -OVERLOADING THROUGHOUT THE ENTIRE PUMP PERFORMANCE
CURVE FROM SHUT-OFF THROUGH RUN -CUT.
10. TIE PUMP SHAFT SHALL ROTATE ON TWO SINGLE ROW BALL
BEARINGS. MOTOR BEARINGS SHALL BE PERMANENTLY GREASE LUBRICATED.
11. EACH PUMP SHALL BE PROVIDED WITH A TANDEM MECHANICAL
SHAFT SEAL SYSTEM CONSISTING OF TWD TOTALLY INDEPENDENT SEAL
ASSEMBLIES. THE SEALS SHALL GROAT E IN A LUBRICANT RESERVOIR
THAT HYDRODYNAMICALLY LUBRICATES THE LAPPED SEAL FACES AT A
CONSTANT RATE. THE LOWER PRI Y SEAL SHPLL BE CERAMIC CERAMIC
STANDARD WITH TUNGSTEN -CARBIDE UNGSTEM�:ARBI GE AS AN OP ION.
TIE UPPER SEAL SHALL BE CERAMCARBON. TFE SEALS SHALL REQUIRE
NEITHER MAINTENANCE NOR ADJU NT NOR DEPEND ON DIRECTION OF
ROTATION FOR SEALING. SEAL LUBRICANT SHALL BE FDA APPROVED,
NON -TOXIC.
12. PUMP AND MOTOR SHAFT SHALL BE THE SAME UNIT. THE
PUMP SHAFT IS AN EXTENSION OF THE MOTOR SHAFT. COUPLINGS SHALL
NOT BE ACCEPTABLE. THE SHAFT SHALL ROTATE ON TWO PERMANENTLY
LUBRICATED BALL BEARINGS. THE SHAFT SHALL BE OF AISI 420
STAINLESS STEEL.
13. IMPELLERS AVAILABLE FOR THIS PUMP MODEL SHALL BE EITHER SINGLE
VANED, TOTALLY ENCLOSED OR MULTI VANED, VORTEX TYPE.
14. A WEAR RING SYSTEM SHALL BE USED TO PROVIDE
EFFICIENT SEALING BETWEEN THE VOLUTE AND SUCTION INLET FOR
LOEADµEDYREEDD BRASS RINGL INSERT THAT ISDRIVE
THE VOLUTEA
INLET.
15. PUMP VOLUTES SHALL BE SINGLE -PIECE GREY CAST IRON
CLASS 35B, NON -CONCENTRIC DESIGN WITH SMOOTH PASSAGES LARGE
ENOUGH TO PASS ANY SOLIDS THAT MAY ENTER THE IMPELLER. MINIMUM
INLET AND DISCHARGE SIZE SHALL BE AS SPECIFIED.
16. TIE PUPS SHALL BE MANUFACTURED BY ITT FLYGT OR
APPROVED EQUAL AND BE HEAVY DUN, ELECTRIC SUBMERSIBLE
CENTRIFUGAL NON -CLOG UNITS DESIGNED FOR HANDLING RAW GNSCREENED
SEWAGE AND WASTEWATER AND SHALL BE FULLY GUARANTEED POR THIS
USE. THE PUPS PROVIDED SHALL BE CAPABLE OF OPERATING IN A
LIQUID TETPERATURE UP TO 104 DEGREES F. SINCE THE HIGH
TEMPERATURE OF 104 DEGREES F IS SPECIFIED BY THE NATIONAL
ELECTRICAL MANUFACTURERS ASSOCIATION NEMA) AND FACTORY MJTUAL
(FM) MOTORS OPERATING BELOW 104 DEGR ES F SHALL NOT BE
PTABLE.
17. THE PUMP AND MOTOR UNIT SHALL BE SUITABLE FOR CONTINUOUS
OPERATION AT FULL NAMEPLATE LOAD WHILE THE MOTOR IS
COMPLETELY SUBMERGED, PARTIALLY SUBMERGED OR TOTALLY
MCNHSUBMERGED. THE USE OF SHOWER SYSTEMS SECONDARY PUMPS OR
COOLING FANS TO COOL THE MOTOR SHALL NOT RE ACCEPTABLE.
18. THE PUMPS MECHANICAL SEALS AND MOTOR UNITS PROVIDED
UNDER THI$ SPECIFICATION SHALL BE FROM THE SAME MANUFACTURER IN
SPARE PARTS( ACHIEVE
S GERV ICE AND WWARRANTMYA. INTENANICE,
19. SUBMITTAL DATA SHALL BE PROVIDED TO SHOW COMPLIANCE
WITH THESE SPECIFICATIONS AND PLANS. SUBMITTAL DATA FOR APPRDVAL
MUST CONSIST OF:
A. PERFORMANCE CURVES.
B. PUMP OUTLINE DRAWING.
C. STATION DRAWING FOR ACCESSORIES.
D. DETAILED ELECTRICAL DATA.
E. CONTROL DRAWING AND DATA.
F. ACCESS FRAME DRAWING.
G. TYPICAL INSTALLATION GUIDES.
H. TECHNICAL MANUALS.
I. PARTS LIST.
J. PRINTED WARRANTY.
K. EQUIPMENT STORAGE RECO,MEMATIONS.
L. RECOMAENUED START-UP REPORT FORM.
M. MOTOR PERFORMANCE CURVE.
EACH PUMP SHALL BE TESTED IN ACCORDANCE WITH THE
LATEST TEST CODE OF THE HYDRAULIC INSTITUTE AT THE MANUFACTURER
TO DET EHEAD VS. CAPACITY KILOWAT
PUMPS SHALLBE REJECTED IF THE ABOVEREQUITRE REQUIREMENTS RAREI NO. THE T
SATISFIED.
20. FACTORY -APPROVED SERVICE FACILITIES WITH ALI FI EO
FACTORY -TRAINED MECHANICS SHALL BE AVAI E FOR PROMPT
EMERGENCY AND ROUTINE SERVICE.
21. IN ADDITION TO THE GENERAL GUARANTEE REQUIRED
ELSE RE IN THESE SPECIFICATIONS THE PUMP MANUFACTURER SHALL
FURNISH THE OWNER WITH A WRITTEN 'EAWRANTY TO COVER THE PUMPS AND
MOTORS A MST DEFECTS IN WORKMANSHIP AND MATERIAL FOR A PER IGO
A FIVE 5) YEARS OR 10, COO HOURS OF OPERATION UNDER NORMAL USE
AND SERV CE TFf PUMP MANUFACTURER WILL PAY THE FOLLOWING
PORTION OF THE COST OF ALL REPLACEMENT PARTS AND REPAIR LABOR
FROM THE DATE OF ACCEPTANCE OF THE LIFT STATIONS.
MONTHS 0-18 19-39 40-60
HOURS 0-3,000 3,000-6,500 6,500-10,000
WARRANTY 100% 50% 25%
THE WARRANTY SHALL BE IN PRINTED FORA AND PREVIOUSLY
PUBLISHED AS THE MANUFACTURER S STANDARD WARRANTY FOR ALL
SIMILAR UNITS MANUFACTURED.
22. THE PUMP OPERATING CYCLE AND ALARMS SHALL BE
CONTROLLED BY MERCURY TILT TYPE FLOAT SWITCHES AS MANUFACTURED BY
ITT FLYGT OR APPROVED EQUAL. AN ALTERNATOR SHALL BE PROVIDED TO
ALTERNATE THE PUMPS AT EACH START.
II. PIPING, VALVES AND FITTINGS
1 INOTDEHNTAALS REL QUTAED TOR !NATAELW MAN D TESTNALL EXPOSED PIPING,
TRETPCULOW M:ARPURTENM.S. COMPLY WITH THE LATEST EDITION 6
A. AWWA C111 LE TARSIPR
A21.111 RUBBER GASKET JOINTS
FOR DUCTIIRON ESSURE PIPE AND FITTINGS.
B. ANSI B13.1, CODE FOR PRESSURE PIPING.
C. ANSI 831.1. POWER PIPING.
D. AWWA C206, FIELD WELDING OF STEEL WATER PIPE
JOINTS.
E. AWWA 0600
CAST-IRON: INSTALLATION OF GRAY AND DUCTILE
F. WATER MAINS AND APPURTANCES.
G. AWWA 0601, DISINFECTING WATER MAINS.
H. AWWA M11, STEEL PIPE DESIGN AND INSTALLATION.
I. A'MS, D1.1 STRUCTURAL WELDING CODE.
J. AWS D10.4 WELDING OF AUSTENITIC
CHROM I UM -NICKEL STEEL PIPING AND TUBING.
K. ASME, BOILER AND PRESSURE VESSEL CODE.
L. AWWA C606, GROOVED AND SHOULDERED JOINTS.
2. EXPOSED PIPING
ALL EXPOSED PIPING SHALL BE FLANGED DUCTILE I
PIPE RATED AT 250 PSI IN ACCORDANCE WITH ANSI AWWA C11% 21.10
UNLESS OTHERWISE CALLED FOR ON PLANS. ALE D PIPINNGG SHALL
BE COATED PER SPECIFICATIONS AND FREEZE PROTECTED.
3. PLUG VALVES
IRON BODY, 3 INCHES DIAMETER AND LARGER.
A. DIRECTION TO OPEN: COUNTER CLOCKWISE.
B. MANUFACTURER
1) MMELLER CO., A2000 SERIES.
2) CLOW
3) OR APPROVED EQUAL.
4. SWING CHECK VALVES
A. STANDARD: BODY, COVER AND DISC, ASTM A126,
CLASS B.
DISC ARM: DUCTILE IRON OR CAST IRON.
BODY SEAT RING: BRONZE OR STAINLESS STEEL.
DISC SEAT: 80 DURCMETER RUBBER OR BUTA N.
STUFFING BOX PACKING: COMPOSITION.
HINGE SHAFT: STAINLESS STEEL.
FLANGES: INTEGRAL WITH BODY (NOT WAFER STYLE),
1251B ANSI STANDARD.
B. MANUFACTURER AND MODEL:
1) VALVE AND PRIMER CORP., APCI SERIES 6000
2) OR APPROVED EQUAL.
III. PAINTING
1. GENERAL
PROVIDE LABOR AND MATERIALS TO PREPARE SURFACES AND
METES. PWORKEPERFORMDTAND MOT
OIAALLSROUND MUSTNCOMPY WITHDTHE
REQUIREMENTS OF THE AAERICAN WATER WORKS ASSOCIATION SS ANDARD
D10264 THE STEEL STRUCTURES PAINTING COUNCIL S VOL. ND.1; AND
THESE TECHNICAL SPECIFICATIONS.
2. PRODUCTS AND COLOR SCHEDULE:
THE SCHEDULE OF COLORS MAY BE CHANGED AT THE OPTION
OF THE ENGINEER.
EXTERIOR COLORS
ITEMS TO BE
COATED ENGARD KOPPERS MOBIL THEME
ALL PIPING, SAND SAND SAND SAND
TAW
S
AND
EQUIPMENT (EXTER.)
3. COATINGS FOR THE SUBMERGED LIFT STATION PIPING
GOAL TAR : APPLY FIRST COAT OF COAL TAR WITH HORIZONTAL
STROKES. SECOND COAT WITH VERTICAL STROKES. TOTAL MINIMUM DRY
FILM THICKNESS REQUIRED AFTER SECOND COAT HAS DRIED 5 DAYS
WLL BE 16.0 DRY MILS.
A. FIRST COAT EN ECPPER5940 HI-UMAICDSUCOALPER TAAR*
TNEMEC 464 T & 0 COAL TAR
B. SECOND COAT ECPPER58000HF4 ILD COAL TAR;
TNEMEC 66-2732 HI -BUILD
C. THIRD COAT ENCARD 428 HI -BUILD
POLYURETHANE
KOPPERS 11220 POLYURETHANE;
TNEMEC 70 ENDURA-SHIELD
4. TEST EQUIPMENT
MICROTEST. MODEL DFG-100 0-50 MILS FILM THICKNESS GAGE
INCLUDING A SET OF U.S. DEPARTMENT OF CWMERCE, BUREAU OF
STANDARDS FILM THICKNESS CALIBRATION STANDARDS FORM 0-8 MILS AND
10-25 MILS.
NOTES FOR ELECTRICAL CONSTRUCTION
I. GENERAL
1. PROVIDE LABOR MATERIALS AND EQUIPMENT FORA COMPLETE
FUNCTIONING ELECTRICAL SYS ALL NORK SHALL CONFOT4A TO THE
LATEST EDITION OF NFPA-70 NEC), LOCAL, STATE AND FEDERAL
REGULATIONS.
II. SOOV CONDUCTOR, CABLE AND APPURTENANCES
1. CONDUCTOR TO BE SOFT ANNEALED BARE COPPER PER ASTM B3, CLASS
B STRAND PER ASTM BE. SIZE 12 AM FOR POWER CIRCUITS TO BE
SOLID; ALL OTHER WIRE INCLUDING ALL CONTROL WIRE TO BE STRANDED.
2. POWER AND CONTROL CABLE
A. UL- LISSTED TYPE THW OR TYPE THWN RATED FOR 600 VOLTS AC
AND 75 C MINIMUM. INSULATION TO BE PVC. CONDUCTORS AND
TYPELTTHMNNTO HAVE AERRASSIODN-RREESSISTANTTHE
NYLOONNTJACKEETTI TVA OF UL83.
INSULATION.
B. MANUFACTURER TO BE CALBEC AANACGNDAI OKON ITE, PI RELL1,
TRIANGLE, ROME, KERITE OR APPROVED EG1AL.
III. WIRE CONNECTORS
1 TH{{IERMOBP�LASTICHSHELLLL-BIINSACCCCOORRDANCE WIITAk`ETHHC�SSTTTEDIT ION OF FEDERAL
SPECIFICATION W-S-B10C.
2. DNALASTINEYPERETPEDTEQH�• IDEAL INDUSTRIAL TWI-NU, OR APPROVEDEQ
IV. ALL-PURPOSE ELECTRICAL TAPE
1 TIC
CONSTRUCTIONl IµNE-RETARDANT, W-ATHER-41EACCORDANCE WITH LATE STSED TIONSISTANT IOF LLS5NYL 10 AND
EITHER FEDERAL SPECIFICATION HRI-595B OR FEDERAL SPECIFICATION
HHI-B95C.
2. MANUFAC URER, TYPE, AND MODEL NUMBER TO BE 3M COMPANY TYPE
COTCH 3+ PLYMOUTH RUBBER COMPANY INC. TYPE PREMIUM BLACK
4453, APPROVED EQUAL.
V. CONTROL DEVICES
1. PUSH-BUTTON SWITCH CONTROL STATION AND SELECTOR SWITCH
A. HEAVY-DUTY, OIL TIGHT CONSTRUCTION RATED FOR 600 VOLTS AC,
10 AMPS CONTINUOUS.
B. MANUFACTURER AND TYPE TO BE SQUARE D CLASS 9001, GENERAL
ELECTRIC TYPE CR104P, OR APPROVED EQUAL.
2. PILOT LIGHT
A. PUSH -TO -TEST TRANSFORMER TYPE.
B. LIGHT TO INCLUDE A MINIATURE BAYONET BASE LAMP DESIGNED
FOR 6.3 VOLTS AC WITH A MINIMWM LIFE OF 20,000 HOURS.
C EMµLECTRTG g755µSYLVANIAGA SEOR APPROVED EQUALE.
NERAL
3. GENERAL PURPOSE RELAY
A. PLUG-IN TYPE RATED 240 VOLTS AC, 10 MPS CONTINUOUS.
B. MANUFACTURER AND TYPE TO BE SQUARE D TYPE K, GENERAL
ELECTRIC TYPE CR120R, OR APPROVED EQUAL.
4. INDUSTRIAL RELAY
A. HEAVY-DUTY TYPE WITH PLUG-IN CONTACT CARTRIDGES RATED
600 VOLTS AC, 10 NAPS CONTINUOUS.
B. ELECTRIC TYPPEµCR1TYPE 220B, GR BE SQUARE
K, GENERAL
S. TIME -DELAY RELAY
A. SOLID STATE, PLUG-IN TYPE RATED 600 VOLTS AC, 10 MAPS
CONTINUOUS.
B. EMµLECTRIC TYPPEµCR122EIT,TORBAAPPROOVVEED EQUAALLE JCK, GENERAL
VI. CONDUIT
1. ABOVE GROUND
A. RIGID ALUMINUM CONDUIT
1) UL-LISTED ND. 6063 ALUMINIUM ALLOY WITH T-1 TEMPER
DESIGNATION IN ACCORDANCE WITH ANSI CEO 16 ANSI C80.5 ULB
FEDERAL SPEC
IFICATIONS WW-C-581E AND UL GENERAL INFORMATION
CARD YIX.
2) OR APAPRCVUEDRETO BE KAISER ALUMINUM, VAW OF AMERICA INC.,
B. FLEXIBLE METALLIC CONDUIT
1) UL-LISTED HOT-0IPPED GALVANIZED STEEL CORE WITH
UL36600� ONDTIUIT �I TOABE�LIQUID TIGHT µD OIL RESISTANTT.OF
2) MANUFACTURER AND TYPE TO BE ANACONDA COMPANY- SEALTITE TYPE
U.A., EECTRI-FLX COMPANY-LIQUATITE TYPE L.A.,
OR APPROVED EQUAL.
C. CONDUIT FITTINGS
1. MATERIAL OF CONSTRUCTION OF FITTING TO BE SIMILAR TO THE
CONDUIT IT IS USED IN CONJUNCTION WITH AND TO CONFORM TO THE
APPLICABLE STANDARDS OF THE CONDUIT. FITTING ALSO TO BE IN
ACCORDANCE WITH THE LATEST EDITION OF UL514.
2. BELOW GROUND
A. RIGID POLYVINYL CHLORIDE (PVC) CONDUIT
1) UL-LISTED TYPE 40 HEAVY WALL PVC WITH 9O'C WIRE
RATING SUITABLE FOA DIRECT SUNLIGHT APPL I CAT I DNS.
2) UL-LISTED, SCHEDULE 80 EXTRAifAVY WALL PVC WITH 90'C
WIRE RATING SUITABLE FOR DIRECT SUNLIGHT APPLICATIONS IN
ACCORDANCE WITH THE STANDARDS AS LISTED ABOVE.
3) MANUFACTURER TO BE CARLON, CAM-TEX INDUSTRIES, OR APPROVED EQUAL.
3. INSTALLATION
A. INSTALL FOR INDIVIDUAL RUNS AND FOR GROUPED CONDUITS.
B. ENCASE IN CLASS B CONCRETE MINIMUM 24-INCH GROUND COVER,
3-INCH CLEARANCE TO OUTSIDE OF ENVELOPE. CONCRETE TO BE RED AS
POURED. RED COLORING TO BE MANUFACTURED BY L. SONNEBORN CO. OR
EQUAL.
C. REINFORCE EACH DUCT BANK WITH ONE NO. 4 REINFORCING ROD
FOR EACH VERTICAL ROW OF CONDUITS. PROVIDE NO. 4 STIRRUPS AT
24 INCHES ON CENTER WHERE THERE IS MORE THAN ONE REINFORCING ROD.
D. GRADE CONDUITS TO PULL BOXES.
E. DRAW CLEANING MANDREL AND RAG THROUGH CONDUITS BEFORE
INSTALLING CONDUCTORS.
F. TRANSITION TO BE OF SAME MATERIAL AS ABOVE GROUND CODUIT
WHEN CONNECTING TO BELOW GROUND CONDUIT INDOORS. PVC -COATED
RIGID STEEL COUPLING WITH APPROVED ADAPTER TO BE USED WHEN
TRANSITION FROM BELOW GROUND CONDUIT OUTDOORS.
G. MAKE ALL BENDS WITH A LONG RADIUS ELBOW OR WITH AN
APPROVED HOT BOX BENDER.
H. INSTALL IN ACCORDANCE WITH THE CONDUIT MANUFACTURER'S
RECOMMENDATIONS. USE SOLVENT WELD CEMENT SPARINGLY. DO NOT USE
THE CLEAR -TYPE FAST -DRYING CEMENT.
VI I. GROUNDING
1. FURNISH A GROUNDING SYSTEM AS REQUIRED BY THE NEC.
2. WITH GROUND SEPARATE EQUIPMENiI RG OUNG LIGHTS
IRE OR AEWNTINUDUET
S MECALL IC
RACEWAY SYSTEM.
3. INSTALL GROUND IND SYSTEM ELECTRICALLY AND MECHANICALLY
CONTINUOUS THROUGHOUT.
4. GROUND TRANSFORMER NEUTRALS TO THEIR HOUSING, AND BOND THE
HOUSING TO THE EQUIPMENT GROUNDING CONDUCTOR.
5. CONNECT EOU I PME14T GROUNDING CONDUCTORS TO GROUND BARS OR
FBRQVSNHICHI�HE E�UPP�M£EHT�I BOARD CON
I NS - A BCNDRING JT620tR
FROM THE GROUNDING LUG ON EACH CONDUIT TO THE GROUND BAR OR BUS.
6. WHERE THE EQUIPMENT HAS NO FACILITY TO ATTACH ATE IPMENT
GROUND WIRE USE A BURNDY QUICKUG OR EQUAL. THE METAL
SURFACE UNDER THE LUG TO BRIGNT METAL SO THAT GCOD CONTACT CAN
BE MADE.
7. CONNECT EQUIPMENT GROUNDS TO MOTORS USING A GROUNDING STUD
THREADED INTO THE STATIONARY FRAME OF THE MOTOR IN THE MOTOR
JUNCTION BOX.
8. MAKE GROUND CONNECTIONS TO EQUIPMENT BY USING GROUND LUGS OR
GROUND BARS WHERE THEY ARE PROV IGED. DO NOT MAKE CONNECTIONS TO
EQUIPMENT ANCHOR BOLTS.
VIII. CONTROL PANEL
1. A. W�I NEMANDCL.ASS INSTALL CONTROL
B WIIRINNG EL ATCONT.ROOLL (DEVICES, APNDSREQUIRED
ACCESSORIES FORCOPLETE MOTOR CONTROLS.
B. MANUFACTURER: G.E. SQUARE D, ALLEN BRADLEY, CUTLER -
RAWER, OR APPROVED EQUAL.
C. EW LPIYMENT TH TTHI SEQUCLASGENDES NN CONSTRUCT,µ TAro TESTFOUIN
ACCORDANCE WITH NEMA ICS-1978 PP{iT 2- 332, UL N0. 508 AND M.
1. ENCLOSURE
A. TOP ATBOTTOM AND VERTICAL WIRE -WAY PER VERTICAL GROPING OF
STARTERS; SEMPEARATE CONTR0. SECTIONS' CHQAICAFLLY CLEANED
COLORED £L (MD,IINIMUMFTHICKNESS IOF 4 5 MCI LUSJ ACTURER'S STANDARD
B. NEMA 4X ENCLOSURE
2. INSTALLATION
A. SETTING
LEVEL AND MDNT WITH GALVANIZED ANCHORING BOLTS ON INVERTED
GALVANIZED CHANNELS.
B. OVERLOAD CURRENT RELAYS
SELECT ON BASIS OF MOTOR ACTUAL NAMEPLATE DATA. AFTER
OPERATION TESTS INCLUDING TAKING OF ACTUAL RUNNING AMPERES
VERIFY CORRECT OVERLOAD CURRENT RELAY SELECTIONS, AND PLACE
TYPED LABEL SHOWING SELECTION INSIDE DOOR OF EACH STATION.
SPECIFIED CAPACITOR CONNECTION LOCATION TO ALLOW RELAYS TO BE
SIZED ACCORDING TO PREVIOUSLY DESCRIBED CRITERIA.
C. ADJUST MOTOR CIRCUIT PROTECTORS AND STARTER ADJUSTMENTS AT
LOWEST POSSIBLE SETTING TO PERMIT MOTOR STARTING THAT AVOIDS
NUISANCE TRIPPING AND PROVIDES MOTOR SHORT-CIRCUIT PROTECTION PER NEC.
IX. TELEPHONE AUTOMATIC DIALER SYSTEM
1. PROVIDE A SOLID STATE COMPONENT ELECTRONIC SYSTEM WHICH SHALL INTERFACE PLANT
ALARMS TO PUBLIC TELEPHONE SYSTEM ON PRESELECTED BASIS. UPON RECEIPT OF ONE OR
MORE CRITICAL &ARM TRIPS, ELECTRONIC SYSTEM WILL AUTOMATICALLY DIAL OUT ONTO
PUBLIC PHONE SYSTEM (UP TO 16 SPECIFIED TELEPHONE NUMBERS EACH UP TO 24 DIGITS
IN LENGTH) WITH PREPROGRAMMED MESSAGES. CONTRACTOR SHALL PROVIDE PHONE LINE.
2. PROVIDE 24 VAC, 60 HZ RACO (VERBATIM) OR APPROVED EQUAL DIALER WITH NEMA 4X OUTDOOR
SURFACE MOUNT. O'ERAT I NG TEMPERATURE: 32'F TO 160'F, OPERATING HUMIDITY: OX TO 9OX.
3. REMOTE RESET: ALARM ACKNOWLEDGED BY EITHER DEPRESSING TOUCH-TONE KEY OR CALLING DIALER
BACK WHEN ALARM ACKNOWLEDGED FROM NOUN -TOUCH-TONE TELEPHONE.
4. CONTRACTOR SHALL PROVIDE F.C.C. APPROVED STANDARD ROTARY PULSE OR TOUCH-TONE "DIAL -UP"
PHONE LINE (DIRECT LEASED LINE NOT TO BE REQUIRED). CONNECTION TO THE TELEPHONE IS THROUGH
A 4-PIN MODULAR JACK (R-11) AND F.C.C. APPROVED ALARM COUPLER.
5. ALL POWER, PHONE LINE, DRY CONTACT, AND ANALOG SIGNAL UNITS SHALL BE PROTECTED AT THE
CIRCUIT BOARD IEEE STANDARD 587, CATEGORY B (6,000 VOLTS OPEN CIRCUIT/3,000 AMPS CASED
CIRCUIT). GAS TUBES FOLLOWED BY SOLID STATE PROTECTORS SHALL BE INTEGRAL TO THE CIRCUIT
BOARD FOR EACH SUCH LINE. PROTECTORS MOUNTED EXTERNAL TO THE MAIN CIRCUIT BOARD SHALL
NOT BE AN ACCEPTABLE SUBSTITUTE. THE INSTALLER SHALL PRGVIDE A GOOD ELECTRICAL GROUND
CONNECTION POINT NEAR THE UNIT TO MAXIMIZE THE EFFECTIVENESS OF THE SURGE PROTECTION.
6. THE DIALER SHALL BE COVERED BY A TWO YEAR WARRANTY FOR PARTS AND LABOR PERFORMED
AT THE FACTORY.
X. PUMP RUN TIMER
1. PROVIDE A ELECTRONIC 24 HOUR 1 CIRCUIT TIMER WHICH WILL RUN THE LEAD PUP AT A
SELECTED TIME OF DAY. THE PUMP SHALL SHUT OFF WEN THE PUMP OFF LEVEL IS REACHED
OR NOT RUN IF THE WET WELL LEVEL IS AT LOW LEVEL.
2. THE TIMER SHALL PROVIDE FOR FOUR ON AND OFF CYCLES PER DAY AND BE MANUFACTURED BY
INTERMATIC OR APPROVED EQUAL.
BROOKS & SPARKS, INC.
F-880
4f^•• �:r410
5:• � •s�q )a -IT -)a
ANDREW J. BARCLAY
91687 h,
E
C 5 2
S%oNAN"•ENO�
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
SAN JACIN'I'O
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
SANITARY SEWER
LIFT STATION
SPECIFICATIONS
N0. DATE REVISIONS
DRAWN BY: J.S.A.
CHECKED BY: JAE.
DESIGNED BY: C.S.M.
APPROVED BY: M.G.
PROJECT N0. 728-0115
DATE: DECEMBER 2012
SCALE: N.T.S.
SHEEP 16 OF 20
3
x
0
3
0
0
x
I
I
I
I
I
4 — —
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
140' R.O.W. ESMT.
HARRIS COUNTY FLOOD
CONTROL DISTRICT
H.C.C.F. No. K659827
I
�-30' PERMANENT RIGHT 30' PERMANENT RIGHT
OF Y OF ENTRY
H.C.C.F. No. K659827 H.C.C.F. No. K659827
I I I
/CONC. HEADWALL
4' BARBED WIRE FENCE
GRAIL �^ DHE 0HE GH
0 I
e EXIST. 3-9'X9' RCB CULVERTS x 41
IIEDGE OF VEGETATION
I II II D I �
---------------L�-1L—L----- -- — --a�-- -- L--------
I II II I 0 I
0 II II
0a
xopa I II II I I
I II II I I
I II II I I
�l
I I II I I
10' WATER LINE 5' SOUND & SIGHT
J-� EXTENSION ESMT BARRIEIjx ESMT.
— — — — —
m BA T —
9cp II II
—x— — — — — — — — — — — — — — — — — — — — —
- - - - - - - - - -- z;- LIL-L----- - --------------L--------
x PROP. CORROSION
PROP. 8" SAN. SWR. RESISTANT MH W/
W/ PLUG SAN. SWR. STUB
e"
%. FL 0.19 FL 8" (WI 0.17
— — — ----------I — —I�— -----
PROP. 5 LF 8" SAN.
I
I w
I x >
Q
K
I
IN 0 BROOKS X SfARKS,1NC.
EASEMENT 1, PARCEL 2
IN CdnSl 1.t E- G111.,M1
150' PIPE LINE ESMT.
TEXAS REGISTERED ENGINEERING FIRM F-880
H.C.C.F. No. D732486 NORTHERN ROADWAY
21020 PART( ROW PHONE (281) 578-9595
EXTENSION ESMT.
KATY, 7X. 77449 FAX.• (281) 578-9686
SURVEYOR'S NOTES:
1. ACCORDING TO F.I.R.M. MAP NO. 48201C10851
(COMMUNITY -PANEL NO'S 4802871085L, 4855101085L &
a
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
GRAVEL x
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
DESIGNATED AS ZONE AE - BASE FLOOD ELEVATIONS
DETERMINED AND ZONE AE (FLOODWAY), THE FLOODWAY
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
1G
p
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1.`s ANNUAL CHANCE
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
pH
INCREASES IN FLOOD HEIGHTS.
REFERENCE BENCHMARK:
RM 010320 - NGS DISK ON METAL ROD STAMPED
35' GENERAL UTILITY
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
& SECURITY ESMT.
NORTHWEST OF WOOD FENCE. 63.5' NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
WATERSHED NEAR STREAM A104-10-02.
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS:
TBM"A" - BRASS DISK ON CONCRETE STAMPED "MON.
12 1989" FOUND AT THE END OF (OLD) SH-146, ±200
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ELEVATION = 10.28'
TBM"B" - "X" CUT IN CONCRETE FOUND ON TOP OF
— —
—
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED +1100 FEET WEST FROM CENTERLINE OF (OLD)
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
ELEVATION = 9.69'
FROM RECORD DRAWINGS
45' EASTERN ROADWAY NOTICE:
EXTENSION ESMT. REQUIRED By
ell AT LEAST 48 HOURS BEFORE YOU DIG SO THAT UNDERGROUND
YOUR
OBLIGATION TO D. THIS
SLL 811 VERIFICATION DOES NOT FULFILL
VERIFICAT IO NOF PRIVATE UTILITY LINES
D-i
— — — — — — — — — — — — — UND eR—UN. E orruna R
?nl, sg�m�Ee az r 1ul,: Iamg aa� rO 1a�lnre—s�sLe
om1101 �emmmlo�.l s �a � e vana ro rl. mop — — — — — — — — — — mr STANDARD PROFILE LEGENDrM1B.
PROP. 8" CENTER UNE OF R.O.W.
WATER LINE _ R.O.W. LINE N & E —
R.O.W. LINE S & W
DITCH OR CURB UNE N & E -
DITCH OR CURB UNE S & W
BROOKS & SPARKS, INC.
pSF-880
JPROP. 4" SAN. SWR.
— — FORCE MAIN— — — — — — _ 5'` 'k0s Ia_I7-)2
.......................
10 SAN. SWR. ANDREW J. BARCLAY
EXTENSION ESMT. SWR. 0 0.44% TP 9.40 TP 9.25 ':"�"("""""""""'
PROP. 30 LF 8" SAN. PO91687
SWR. 00.447 TP 9.25 fSS10NAL fNO�
x TP 9.50 PROP. ELEVATED _
o PROP. CONTROL PLATFORM W/
HANDRAILS
PANELS NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
PROP. SAN. SWR. MH. SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
TR SET TO 3" ABOVE F.G. SHALL DETERMINE THE EXACT LOCATION BEFORE
x FL 8" (N,S&E) 0.04 TP 9.10 COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
PROP. 20 LF 8" SAN.;
SWR. ® 0.44% zPROP �SdLLARD§-
PROP. SAN. SWR. MH.
TR SET TO 3" ABOVE F.G.
FL 8" (N) 0.13 ,t
4
TP 9.50 TP 8.90
cP 4' BARBED WIRE FENCE PROP. 50'%5O'
9 x z LIFT STATION SITE
I II II I � I
SAN JACINTO MARITIME CAMPUS
140' R.O.W. ESMT.
HA
RRIS COUNTY FLOOD LEGEND
CONTROL DISTRICT
H.C.C.F. No. K659827
W/ 8- SSTABILIZED N SU GRADE EMENT
I II II I I
30PERMANENT RIGHT 30' PERMANENT RIGHT GRAVEL
ENTRY0 ENTRY
H. D H.C. C.F. No. K659827 H.C.C.F. No. K659827
It
I li l I
SAN JACINTO
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
SANITARY SEWER
LIFT STATION
SITE PLAN
REVISIONS
DRAWN BY: J.S.A.
CHECKED BY: JA.E.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT NO. 726-0115
DATE: DECEMBER 2012
SCALE: 1"-10'
SHEET 17 OF 20
3
cn
4" CHECK VALVE,
SWING TYPE (TYP.)
FLANGED
4" ECCENTRIC JOINT (TYR.)
PLUG VALVE (TYP.)�
PIPE SUPPORT EPDXY
SEE DETAIL SHT. GROUT
G 9.50 [7� SEAL
4" CHECK VALVE,
SWING TYPE
LEVER OPERATED
(TYP. OF 2)
4" ECCENTRIC
PLUG VALVE
4"x90' BEND
(TYP. OF 2)
(FLANGED)
CONCRETE THRUST
BLOCK (SEE DETAIL)
4"x4"x4" TEE (FLANGED)
CONCRETE THRUST
BLOCK (SEE DETAIL)
MECHANICAL JOINT
FITTINGS AS NEEDED
FOR CONNECTION TO
PVC FORCE MAIN -t
VC
FORCE MAIN
�
Y /
FLANGE FILLER
(AS REQUIRED)
HIGH WATER ALARM
LAG PUMP ON
LEAD PUMP ON
ALL PUMPS OFF
Fi�
F
48" X 36" ALUMINUM HATCH
WITH LOCKING HASP &
HATCH NET OR APPROVED EQUAL
(SEE NOTE)
UPPER GUIDE
BRACKET
4"x90' BEND
WET WELL
VENT
r—DISCHARGE PIPING
RISER PIPE
I �.� 1. E..
1-1 7 I _ 11 111 \2
LIFT STATION SECTION A -A
PV WET WELL
13.00 / CONIC. TOP [�ELEVATED
HANDRAILS
COMPOUND
(TYP.)
G 9.50
WET WELL VENT
M.J. SPOOL PIECE (TYP.) / \
RESSER
COUPLING / o 00000
i rT
1 _1
000000.
DISCHARGE PIPING --/ LIFT STATION PLAN
SUPPORT
SEE DETAIL
V� vlIIT WELL
C B—CLA D III)
- MASTIC SEALER (TYP.)
—COAT ALL INTERIOR
SURFACES OF WET
WELL WITH RAVEN
LINER 405 AS PER
MANUFACTURER
REQUIREMENTS
AINLESS STEEL CHAIN
YGT CP 3085
_EPDXY GROUT
SEAL
—8" INFLUENT SEWER
FL —2.00
12"
(TYP•)
T.O.C. —4.00
IN
FILLET
8" INFLUENT SEWER
J
� A
0
a fO
rn
PUMP CURVE
LIFT STATION OPERATING TABLE
I I
WATER LEVEL CYCLE
WATER LEVEL
ELEVATION
ACTION
PUMP(S) IN OPERATION
2.20
HIGH WATER ALARM ON
WATER ALARM ON
-0.20
LAG PUMP TURNS ON
#HIGH
PUMPS ON
-
LEAD PUMP TURNS ON
PUMP ON
PUMPS OFF LEVEL - NO ACTION
I ALL PUMPS ARE OFF
PUMP(S) IN OPERATION
OPERATING CAPACITY
PUMP
SPEED
IMPELLER
MIN PUMP
DISCHARGE
ELBOW SIZE
T.D. HEAD
TOTAL GPM
IN FEET
RPM
IN X OUT
ONE PUMP
154.70
20.80
1 1705
1 436
1 3" X 4"
NOTE:
1. CONTRACTOR SHALL VERIFY ACCESS HATCH LOCATION AND CLEAR
OPENING BOTH CONFORM TO PUMP MANUFACTURER'S REQUIREMENTS.
2. LIFT STATION HATCHES SHALL BE TRAFFIC BEARING, H2O (WHEEL LOADING).
3. BACKFILL AROUND ALL STRUCTURES WITH CEMENT STABILIZED SAND
FOR A MINIMUM DISTANCE OF 24" FROM THE OUTSIDE OF THE
STRUCTURE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING FLOATS
TO MINIMIZE THE EFFECT OF TURBULENCE.
5. CONTRACTOR SHALL COORDINATE LOCATION OF CONTROL PANEL IN
THE FIELD WITH ENGINEER.
IN 0 BROOKS & SfARKS, hVC.
I. ■ CdnSl 1-t E_ G111
TEXAS REGISTERED ENGINEERING FIRM F-880
21020 PARK ROW PHONE (281) 578-9595
KATY, 7X. 77449 FAX.' (281) 578-9686
SURVEYOR'S NOTES:
1. ACCORDING TO F.I.R.M. MAP NO. 48201C10851
(COMMUNITY -PANEL NO'S 4802871085L, 4855101085L &
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
DESIGNATED AS ZONE AE - BASE FLOOD ELEVATIONS
DETERMINED AND ZONE AE (FLOODWAY), THE FLOODWAY
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
INCREASES IN FLOOD HEIGHTS.
REFERENCE BENCHMARK:
RM 010320 - NGS DISK ON METAL ROD STAMPED
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
NORTHWEST OF WOOD FENCE. 63.5 NORTHEAST OF FIRE
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
WATERSHED NEAR STREAM A104-10-02.
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS:
TBM"A" - BRASS DISK ON CONCRETE STAMPED "MON.
12 1989" FOUND AT THE END OF (OLD) SH-146, ±200
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ELEVATION = 10.28'
TBM"B" - "X" CUT IN CONCRETE FOUND ON TOP OF
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED +1100 FEET WEST FROM CENTERLINE OF (OLD)
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
ELEVATION = 9.69'
FROM RECORD DRAWINGS
REQUIRED BY TEXAS LAW TO CALL
BII AT LEAST 48 HOURS BEFORE YOU DIG SO T-T UN
LINES CAN BE MARKED.
wSCALL BIi VERIFICATION DOES NOT FULFILL
YOUR OBLIGATION
VERIFICATION O OF PRIVATE UTILITY LINES
DmE:
EI mmol
ITM1is Signora a•1111UBDERONOUND F veriiles exlating un io ba ONLY
omlld "ommmloo.I SI oA,o vana ro
STANDARD PROFILE LEGEND M18
CENTER UNE OF R.O.W.
R.O.W. ONE N & E ---
R.O.W. LINE S&IT --
DBCH OR ORB UNE N & E
ENICH OR ORB UNE S & W
BROOKS & SPARKS, INC.
F-880
SE OF .TFy t f...• t4 h
*' ..
ANDREW J. BARCLAY
..91687.........
Pot / CENSER :2�c.
fS\S10NAL fNO�
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTILITIES.
SAN JACINTO
COLLEGE
1bur Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
SANITARY SEWER
LIFT STATION
SECTIONS
NO.1 DATE I REVISIONS I BY
DRAWN BY: J.SA
CHECKED BY: JA.E.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT NO. 726-0115
DATE: DECEMBER 2012
SCALE: N.T.S.
SHEET 18OF 20
0
3
OnOn
/
NON —SHRINK GROUT,
CAULKED LEAD, OR
LINK SEAL
NOTE:
SLEEVED WE WELL PENETRATION IS NOT TO BE USED
FOR CONDUIT INSTALLATION.
WET WELL SIDE
CLAMP T—LOK® LINER TO
PVC SLEEVE IN ACCORDANCE
WITH MEWS RECOMMENDATION
PIPING
ICON SAND EPDXY GROUT
CUM PACKING
HD 40 PVC SLEEVE
6" ERR WET WELL VENT W/
WELDED OR FLANGED
CONNECTIONS
ERR SPOOL T ASS BIRD SCREEN
TOP OF WET WELL
4 p'
p
p'4 d Q�
12'
MIN
'I
III Q WET WELL VENTING
0
FRP 90' E1J30W W %% I ju I�
,T�'vl�,'ll�� SAL WALL PIPE TO PVC
LINER PER MANUFACTURER'S
SLEEVED WET WELL PENETRATION DETAIL D.I. FLG WALL OPEIMTHWATFR STANDARD DETAILS
STOP COLLAR, OPENING MAY BE
SLEEVED OR CORED & SEALED WITH
N.T.S. UNK—SEAL (OR APPROVED EQUAL),
AS REWIRED TO ACCOMMODATE
CONSTRUCTION METHOD
FCA 3" MIN
LENGTH OF FLANGED COUPLING LENGTH SHALL BE SUFFICIENT TO
ADAPTOR IS DEPENDANT ON SIZE ALLOW INSTALLATION AND REMOVAL
AND MANUFACTURER OF FLANGED COUPUNG ADAPTOR'S TYPICAL HIGH PROFILE
COMPRESSION BOLTS. WET WELL VENTING INSTALLATION DETAIL
� DISCHARGE PIPING N.T.S.
SEE NOTE 2
FLANGED BY PLAIN END SPOOL
TIE ROD —
(SEE NOTE 1 BELOW)
NOTES:
1. PROMDE A NUMBER OF TIE RODS EQUAL TO 1/2 THE
NUMBER OF FLANGE BOLTS. EVENLY SPACE INSTALLATION
OF TIE RODS. DIAMETER OF TIE RODS TO BE EQUAL TO
THE DIAMETER OF FLANGE BOLTS. LENGTH OF TIE RODS
TO BE DETERMINED BY CONTRACTOR BASED ON SIZE AND
MANUFACTURER OF FLANGED COUPUNG ADAPTOR AND
FINAL LENGTH OF SPOOL PIECE.
2. PROMDE 316 SS TAB FOR ATTACHMENT OF TIE RODS. SIZE
TO BE DETERMINED BY CONTRACTOR.
3. CONTRACTOR TO SUBMIT DETAILS DURING SHOP DRAWING
SUBMISSION.
4. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. TIE RODS
SHOULD BE THREADED.
5. THIS RESTRAINT DOES NOT REPLACE THRUST BLOCKS TO BE
ROVIDED AT OTHER
DATI
FLANGED TYPCOUPLING ADAPTOR
PUMP GUIDE LOCATIOn
F_
LOCATE CONDUITS IN MID -
THICKNESS OF GONG SLA
& 3 DIAS ON CENTER, TY
PUMP GUIDE LOCATION
F_
LOCATE CONDUITS IN MID
THICKNESS OF CONC SLA
& 3 DIAS ON CENTER, TY
OD OF SUPPORTED PIPE
RADIUS OF
SUPPORTED PIPE �y 3/ems
�\ SCH 40 STEEL NIPPLE
120'
STD GALV MERCHANT CPLG
rc
'v
SON 40 STEEL NIPPLE
STD GALV COMPANION FLG 125#
TYP ADJUSTABLE PIPE SUPPORT DETAIL
N.T.S.
RESTRAINT DETAIL 1/2"0' TYPE 316 SS HOOK
N.T.S. TYP OF 3
1'-6" ROUND ANY SHARP EDGES
4" 5" 5" 4" 1/2" THK 316 SS PLATE
n
3/4 1/4 TYP
3/8"0 TYPE 316 SS CONO ANCHOR BOLTS
& HARDWARE W/ MIN 6" EMBEDMENT. SET
1/4" NEOPRENE GASKET ON WALL SURFACE
IN SIKA 1A (OR EQUAL) SEALANT.
TYPICAL CABLE HOLDER ASSY
N.T.S.
d a
ATTACH DISCHARGE PIPING TO LATERAL
SUPPORT CHANNEL USING SS PIPE
CLAMPS & HARDWARE BY UNISTRUT CO.
LATERAL SUPPORT UNISTRUT PIOGO (SS) CHANNEL WELDED
TO 2" x 6" x 1/2" SS PLATE. MOUNT TO WET WELL WALL
USING 2-3/80 x 6" LONG TYPE 316 SS CONCRETE ANCHOR
BOLTS, WITH 4' EMBEDMENT. SET 1/4' NEOPRENE GASKET ON
WALL SURFACE IN SIKA 1A (OR EQUAL) SEALANT, EACH END.
DISCHARGE PIPING SUPPORT DETAIL
N.T.S.
BEND TEE
18" MIN
NS
� y
m i. i. h Q i• O]
UNDISTURBED NATURAL GROUND
24° MIN.-12° & LARGER PIPE
18' MIN.
-10' &SMALLER PIPE
BEND & TEE PLUG
99 BEND
46 BEND
22 1/2 BEND
TE120'14"
UGS
SIZE
A
B
A
B
A
B
A
B
1/2'
12"
7"
6"
7"
6'
6'
7"
14"
6"
16"
10"
9"
10"
6'
12"
10"
21"
8"
22'
13"
12"
13'
8"
10'
13'
29"
10"
26"
17"
14"
17"
10"
13"
16"
36'
12"
14"
29"
35"
21"
24"
16'
19'
21'
24"
11"
12"
16'
20"
18"
22"
41"
48"
16"
38"
27°
21"
27"
12°
24°
24°
54"
ALL CONCRETE SHALL BE MIN. 5SK, 3000 P.S.I.
FORCE MAIN THRUST BLOCK DETAILS
N.T.S.
BROOKS X.5f IRKS, hVC.
\
1111 ■ CdnSlJL>y�0 ErvGNFCR�M1'G
TEXAS REGISTERED ENGINEERING FIRM F-880
\
21020 PAR!( ROW PHONE (281) 578-9595
KA7Y, IX.77449 FAY.• (281) 578-9888
SURVEYOR'S NOTES:
HATCH OPEN (TYP.) J
VOZACCESS
1. ACCORDING TO F.I.R.M. MAP NO. 48201C1085L
(COMMUNITY —PANEL NO'S 4802871085L, 4855101085L &
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
GEDNEY
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
BE SEAL
DESIGNATED AS ZONE AE — BASE FLOOD ELEVATIONS
WET WELL
DETERMINED AND ZONE AE (FLOODWAY), THE FLOODWAY
HATCH
IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE
.4
<
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
d,
INCREASES IN FLOOD HEIGHTS.
REFERENCE BENCHMARK:
+H
in
RM 010320 — NGS DISK ON METAL ROD STAMPED
..
n d'
"HGCSD 50 1986 AT CURVE WHERE MIRAMAR TURNS
'- 4
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
NORTHWEST OF WOOD FENCE. 63.5' NORTHEAST OF FIRE
ELEC CONDUITS, SEE ELEC DWGS
CABLE HOLDER, SEE DETAIL THIS SHEET.
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
CONDUITS W/ FIELD CUT THREADS
MOUNT TO WALL OF HATCH OPENING (PER
WATERSHED NEAR STREAM A104-10-02.
SHALL NOT BE INSTALLED IN WET WELL
HANGER DETAIL) ON SAME SIDE CF PUMP
ELEV-8.81' (NAVD 88, 2001 ADJ.)
AS CABLE CONDUIT ENTRY.
TEMPORARY BENCHMARKS:
LOOP ANY EXCESS CABLE AROUND
HOOKS PROVIDED ON CABLE HOLDER
TBM"A" - BRASS DISK ON CONCRETE STAMPED "MON.
(EXCESS CABLE NOT SHOWN LOOPED)
STAINLESS STEEL
121989" FOUND AT THE END OF (OLD) SH-146, 3200
WIRE ROPE
FEET EST FROMCENTERLINEOF SH-146 (SPUR 501).
STAINLESS STEEL SPLIT
SLEEVE CABLE SUPPORT
LENGTH AS REQUIRED
ELEVATION
TBM"B" — 'X" CUT IN CONCRETE FOUND ON TOP OF
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED 31100 FEET WEST FROM CENTERLINE OF (OLD)
HOIST HOOK
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
ELEVATION = 9.69'
PUMP POWER & CONTROL
CABLES, LENGTH AS REQUIRED
GRIP EYE
STAINLESS STEEL
CHAIN SLING
®FROM RECORD DRAWINGS
TO 11111411 FOR 11"El TO IF T11NE1 FF OR MOVED, CALL
OENTERPOINT ENERGY AT
NOTICE:
PUMP
OR YOUR 1AFETv YOU ARE REQUIRED BY TExAG LAW TO CALL
ell AT LEAST 48 HOURS BEFORE YOU DIG SO THAT UNDERGROUND
ERIFIDATION DOES NOT FULFILL
2
YOUR .LIGATION O LLISSI
VERIFICATION OF PRIVATE UTILITY LINES
D-i
TYPICAL PUMP LIFTING & CABLING DETAIL
N.T.S.
OD
Z
3"MIN
oI CL DISHARGE PIPE
r �
CL HEADER
ih
PLAN — PIPE SUPPORT @ TEE
Z
n
— O
z
N HEADER
PLAN — PIPE SUPPORT @ ELBOW
CCNC POURED
AFTER PIPE
IS INSTALLED.
*VERTICAL BARS
in
NO. OF
¢ PIPE CIA
VERT BARS
TICAL* ¢
a
S >
w 4"-8" 3-2#5
n
10" - 12" 3 - 3#5
14" - 16" 3 - 4#5
18" - 20" 3 - 4#5
ELEVATION
TYPICAL PIPE SUPPORT BLOCK DETAILS
N.T.S.
N
a
w
OUNO R EI mmol
?nl, sg�moEe.1,111"DERGR"oral°: orlamg oo m B°IsLe
omlld vommmlon.I s o o Yana ro
STANDARD PROFILE LEGEND n.
CENTER UNE OF R.O.W.
R.O.W. UNEN&E ---
R.O.W. LINE S&W --
DITCH OR CURB ONE N & E
DITCH OR CURB ONE S & W
BROOKS & SPARKS, INC.
F-880
?F' #
ANDREW J. BARCLAY
•••91687.......2'
Pot / CENSER :20c.
fS\S10NAL fNO�
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
U11U11ES.
SAN JACIN'I'O
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
SANITARY SEWER
LIFT STATION
DETAILS
NO. DATE REVISIONS
DRAWN BY: J.S.A.
CHECKED BY: JAE.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT N0. 728-0115
DATE: DECEMBER 2012
SCALE: N.T.S.
SHEEP 190E 20
3
cn
DO
200 VAC
H N
NOTE 9
LEVEL CONTROL DIAGRAM
LIFT STATION
N.T.S.
CR1CR10 TO DEB CIA OOL�S
R M �fF
R5) �o
TD 60 SEC.
PUMP CALL FROM Main
L ALTERNATOR
Maux
G
s
MOTOR 2
TEMP. ELEMENT
RESET
2
OR
RESET 10
10
LIFT STATION CONTROL DIAGRAM
N.T.S.
POWER
SERVICE
PHONE LINE
BY ONE
INFLUENT
UTODI PUMP
STATION
PANEL
CONDUIT BY 3 3 LIFT STATIOT
PUMPS
CONTRACTOR
CABLES BY
PUMP MANUFACTURER OA
ONE LINE BLOCK DIAGRAM
N.T.S.
BUS BARS
NOTE 8-1-
POWER OUT SURGE PROTECTIVE DEVICE
RELAY FUSED DISCONNECT
60A, 3-FR60, HD, 3R� ,
LEAD
PUMP
LAG
PUMP
TIME DELAY
(0-30 SEC.)
HIGH LEVEL
RELAY
HIGH LEVEL
LIGHTS
EELAY FAIL
PUMP
HOA/STARTER
TIME DELAY
RELAY
PUMP
RUN UGHT
PUMP
STOP LIGHT
PUMP
MOTOR TEMPERATURE
SENSOR RELAY
r-----J-----7
I I
M 1 1 M
LSPI�LSP2
I I
L---------- A
PVC C(
FITTING
�I
1.C.(PVC), 3-6 AWG COPPER
1- 8 IWO GND (NOTE 7,10,11)
CAP -
(TYP.)
210 AWG -
POWER
PUMP CONTROL PANEL
60 AMP, 460 VOLT, 3 PH, 3 W
RATED FOR 65,G00 AMPS INTERUPTING CAPACITY
NEMA 4X S.S. ENCLOSURE
- - - - - - - - - - - - - -
MCP (MOTOR CIRCUIT MCP (MOTOR CIRCUIT 2
PROTECTOR) PROTECTOR)
1 T 1 T CPT
2 00: 24V
TVSS I � I t3�-�-_
ETMRUN R RUN
STOP G STOP I I 1- - -L HOA - - - L HOA J_ _ _ _ _L J 3E NOTE 3�- - - -NOTE 2'C 2' C 2"NOTE 2 NOTE 2 NOT
3 3 I
FLOATS PHONE LANE
LIFT PUMP NO. 1 LIFT PUMP NO. 2 BY CONTRACTOR
ONE LINE DIAGRAM
LIFT STATION
N.T.S.
)M
POLE
RETE
CONCRETE BASE
SIDE ELEVATION
PANEL MOUNTING DETAIL
N.T.S.
FUSED DISCONNECT SWITCH
SEE NOTE 4
SURGE/UGHTING ARRESTOR
SEE NOTE 5
FRONT ELEVATION
IN BROOKS &SfARKS,INC.
H A CONTROL SCHEMATICS LEGEND
■. COnsuLny E- GNrem, G
TOR TOR
TEXAS REGISTERED ENGINEERING FIRM F-880
HAND -OFF -AUTO SELECTOR SWITCH
µy �.8�
TOR TIME DELAY RELAY, NORMALLY OPEN CONTACT WITH
TIME DELAYED OPENING, NORMALLY CLOSED CONTACT
21020 PART( ROW PHONE (281) 578-9595
WITH TIME DELAYED CLOSING RESPECTIVELY
K4TK 7 7744,9 FA*' (281) 578-9686
FUSE WITH INTERGRAL FUSE PULLER
TOR TOR
SURVEYOR'S NOTES:
I � I � THE DELAY RELAY, NORMALLY NORM OPEN CONTACT WITH
TOR ^-� T TIME DELAYED CLOSING, NORMALLY CLOSED CONTACT
1. ACCORDING TO F.I.R. MAP N0. 48201
I NORMALLY OPEN MOMENTARY
/X /� WITH TIME DELAYED OPENING RESPECTIVELY
S
(COMMUNITY -PANEL NOES 4802871085L, 4855101085E &
855101
ele PUSH-BUTTON HAND SWITCH
4803071085L), MAP REVISED DATE: JUNE 18, 2007.
THE SUBJECT PROPERTY LIES WITHIN THE AREAS
PS PS PRESSURE SWITCH, NORMALLY CLOSED CONTACT
DESIGNATED AS ZONE AE - BASE FLOOD ELEVATIONS
NORMALLY CLOSED MOMENTARY
WITH OPENING ON PRESSURE INCREASE, NORMALLY
OPENED CONTACT WITH CLOSING ON INCREASE
DETERMINED AND ZONE AE FLOODWAY), THE FLOODWAY
THE CHANNEL OF A STREAM PLUS ANY ADJACENT
PUSH-BUTTON HAND SWITCH
PRESSURE RESPECTIVELY
F AREAS THAT MUST BE KEPT FREE C
ENCROACHMENT SO THAT THE 1.� ANNUAL CHANCE
ENCROACHMENT
3 OL'S
FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL
THREE MOTOR THERMAL OVERLOADS
THERMOSTAT, NORMALLY OPEN CONTACT WITH
CLOSING ON TEMPERATURE DECREASE
INCREASES IN FLOOD HEIGHTS.
STARTACT,
REFERENCE BENCHMARK:
O IV CLOSED CONTACT, RESPECTIVELY�N
NORMALLY�r-
R D
ENCLOSURE SPACE HEATER
GCSD350 1986 AT CURVE WHERE MRAMARMTURNS
CR OR
CONTROL RELAY, NORMALLY OPEN CONTACT, O
INTO BAYWOOD, NORTHEAST OF CURVE, 31.6'
NORTHWEST OF WOOD FENCE. 63.5E NORTHEAST OF FIRE
NORMALLY CLOSEDCONTACT RESPECTIVELY
r , PUSH -TO -TEST INDICATING LIGHT
HYDRANT IN KEY MAP 580V IN THE CLEAR CREEK
R=RED/MOTOR RUNNING
XOR A G-GREEN/MOTOR STOPPED
WATERSHED NEAR STREAM A104-10-02.
ELEV.=8.81' (NAVD 88, 2001 ADJ.)
ETM ELAPSED TIME METER
y
f A=AMBER/ALARM
TEMPORARY BENCHMARKS:
®
3-PHASE POWER MONITOR
TER "A" - BRASS DISK ON CONCRETE STAMPED "MON.
MANUAL 24 HR. TIMER SWITCH
E
12 1989" FOUND AT THE END OF (OLD) SH-146, ±200
FEET WEST FROM CENTERLINE OF SH-146 (SPUR 501).
ELEVATION = 10.28'
l.n.n.n./
CONTROL POKER TRANSFORMER
TBM"B" - CUT IN CONCRETE FOUND ON TOP OF
FUSED DISCONNECT
WEST END OF 1 FOOT WIDE CONCRETE HEADWALL,
LOCATED 31100 FEET WEST FROM CENTERLINE OF (OLD)
SH-146 (SPUR 501), ALONG GRAVEL ROAD NORTH OF
13 ACRE TRACT, TO CHANNEL ON NORTH HEADWALL.
L
ELEVATION = 9.69E
GROUND
SURGE/LIGHTING ARRESTOR
n FROM RECORD DRAWINGS
STAINLESS STEEL UNISTRUT
STREET LIGHT
CONDUIT
(SEE NOTE 3)
O2 CONSTREET
AND STAINLESS STEEL BOLTS
AS REQUIRED
CONTROL
b
PANEL
RECEPTACLE (SEE NOTE 6)
BREATHER
CONDUIT (TYP.)
OR DRAIN
GROUNDING CONDUCTOR
3' GALVANIZED CONDUIT
DRILLED FOR MOUNT HARDWARE
FINISHED
(' •Li
GRADE
LI LI Li
+{
{ !
'"
5/10.10'
GROUNDING ROD
DISTRIBUTION PANEL DETAIL
SMALL PULL BOX DETAIL
N.T.S.
ELECTRICAL LOAD ANALYSIS
BASED ON 60A 460V 3P 3W POWER SUPPLY
DESCRIPTION
PHA
PHI
PH,C
INFLUENT PUMP STATION
2-3 HP MOTORS
8.6
8.6
8.6
MISCELLANEOUS
1 KVA
10.0
10.0
-
25% LARGEST MOTOR
1.1
1.1
1.1
TOTAL AMPS AT 460V
119.7
119.7
1 9.7
HUM
1. INSTALLATION SHALL COMPLY WITH LOCAL CODES AND WITH LATEST
EDITION OF NEC.
2. CONTRACTOR TO PROVIDE CONDUITS FOR MOTOR AND FLOAT CONDUCTORS.
PROTECTION DEVICES PROVIDED BY PUMP MANUFACTURER. CONTRACTOR
SHALL PROVIDE ALL ADDITIONAL APPURTENANCES, INCLUDING FEEDER WIRING
AS NEEDED FOR A COMPLETE INSTALLATION.
3. INSTALL GROUSE HINDS 'EYS' DEVICES IN ALL CONDUITS FROM UFT
STATION. USE NON -HARDENING 'CHIOO A' TYPE SEALANT.
4. 60A/3P DISCONNECT SWITCH, VC HD, FUSED WTH FRS 60 FUSES.
5. UGHTING/SURGE PROTECTOR, 460 VOLT, 3PH, 3W, 4X TRANSIENT VOLTAGE
SURGE SUPPRESSOR (TVSS), 10 MODE, IEEE 1449, WITH INTEGRAL SWITCH AND
FUSING TO MEET NEC 2005.
6. PROVIDE AND INSTALL 20A, 120 VOLT, DUPLEX RECEPTACLE OUTLET WITH
HINGED, GASKETED S.S. SPRING COVER, GFCI, IN CAST FD BOX. MOUNT
BELOW CONTROL PANEL. PROVIDE 20A FUSEHOLDER & SLOW -BLOW, 20A
FUSE. MOUNT IN CONTROL PANEL.
7. FIELD VERIFY POWER SOURCE AND DISTANCE FROM PROPOSED LIFT
STATION INSTALLATION. PROVIDE LARGER CONDUCTORS IF CONDITIONS
WARRANT.
8. BREAKER AND WIRE TO BE SELECTED AND SIZED BY TVSS MANUFACTURER
AND TO BE IN ACCORDANCE WITH ALL APPUGABLE CODES. TVSS SHALL
BE CONNECTED WITHIN 14 ELECTRICAL INCHES FROM MAIN BUS ASSEMBLY.
9. FUSES FOR CONTROL POWER TRANSFORMER TO BE SIZED BY CONTROL PANEL
MANUFACTURER PER CURRENT NEC.
10. PROVIDE INTERMEDIATE PULL BOX FOR ANY FEEDER RUN LENGTH OVER 150 FT.
SEE DETAIL THIS DRAWING FOR PULL BOX REQUIREMENTS.
11. COORDINATE ELECTRICAL SUPPLY FROM CENTERPOINT ENERGY.
ELECTRICAL INFORMATION IS
PROVIDED FOR REFERENCE
ONLY. PUMP SUPPLIER SHALL
BE RESPONSIBLE FOR
PROVIDING A COMPLETE
OPERATIONAL SYSTEM.
NOTE:
GRADE AT TIME OF INSTALUON SHALL BE
CONSIDERED FINAL GRADE.
D THIS PULL -BOX CAN BE INSTALLED IN DRIVEWAYS
AND PARKING LOTS BUT NOT IN STREET.
O3 THE NUMBER, SIZE AND DIRECTION OF CONDUITS
TO BE SPECIFlED ON CONDUIT LAYOUT.
FIR YOU R SAFETY, YOU ARE REQUIRED BY TEXAS LAW TO CALL
9II AT LEAST 98 HOURS BEFORE YOU DIG SO THAT UNDERGROUND
LINES CAN BE wSG ERIFICATON DOES NOT FULFILL
YOUR OBLIGATION
VERIFICATION O OF PRIVATE UTILITY LINES
DmE:
EI mmol
ITM1is Signora a.1111UNDERGROUNO R veriiles exlating un io ba ONLY
omlld �ommmloo.I s o o vana ro
STANDARD PROFILE LEGEND n.
CENTER UNE OF R.O.W.
R.O.W. LINE N&E ---
R.O.W. LINE S&W --
DITCH OR CURB UNE N & E
DITCH OR CURB UNE S & W
BROOKS & SPARKS, INC.
F-880
SE OF.•TF �' // 4f^•• '•kO IO
5:• h:
.................
ANDREW J. BARCLAY
..........................
•• .......
9168712E
Pot / CENSER :2�c.
fS\S10NAL fNO�
NOTE: THE LOCATIONS OF THE PRIVATE UTILITY LINES ARE
SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION BEFORE
COMMENCING WORK. HE ALSO ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES INCURRED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
UTIUTIES.
SAN JACINTO
COLLEGE
Your Coals. Your College.
SAN JACINTO COLLEGE DISTRICT
MARITIME CAMPUS
SANITARY SEWER
LIFT STATION
ELECTRICAL DETAILS
N0. DATE REVISIONS
DRAWN BY: J.S.A.
CHECKED BY: JAE.
DESIGNED BY: C.S.M.
APPROVED BY: A.J.B.
PROJECT N0. 728-0115
DATE: DECEMBER 2012
SCALE: N.T.S.
SHEEP 200E 20