Loading...
HomeMy WebLinkAboutLIFT STATION NO. 40 IMPROVEMENT PROJECT19 z a M 0 t2 L 1 N N :.i o N N fD jj 3 U 0 U 0 1 N O O w' m t w a 0 a 0 0. a N Y X PRIVATE UTILITY LINES APPROVAL ENTEX GAS INC. SOUTHWESTERN BELL TELEPHONE CO. _ HOUSTON LIGHTING & POWER CO. ( APPROVAL FOR UNDERGROUND CONDUIT ONLY. UNLESS OTHERWISE NOTED) Not to Scale ( VALID AT TIME OF REVIEW ONLY ) City of La Porte Statl*on #40 Improvement Proje%,L Alton Porter Jerry Clarke Howard 1 w Chuck ' 1 \ n I 11 z JamesWarren SutherlandPeter Griffiths Guy Charlie Young Steve Gillett CLAUNC IDLE ,INC. Engineering Consultants 3701 Kirby Drive, Suite 860 a Houston, Texas 77098.3969 (713) 524.7113 Fax (713) 524.1710 ® www.claunchmillercom C.M.I. JOB NO. 01-012 INDEX OF SHEETS SkEE-7 SHEET TITLE NO. 1 Cover / Index Sheet 2 General Notes and Location Map 3 Site Plan 4 Mechanical & Structural Demolition 5 Mechanical Improvements 6 Lift Station Piping 7 Misc. Lift Station Details 8 Electrical Site Plan 9 Lift Station Controls & Wiring 10 Motor Control Center 11 Wiring Diagram 12 Electical Details SUBMITTED BY James E. Thompson, P.E. Claunch E Miller, Inc. I .......................... .-JAMES E.THOMPSON Alk 5N.D.T. - a z ZN w� a LL o m z Z� • a m t w 0a 01. O a 0 LL m • o; 1. Contractor shall be aware that utilities exist or may exist in the construction area which: a. Have not been field verified (NFV) b. Have not been located on the drawings c. May not be shown accurately on the drawings d. May exist in the construction area and not shown on the drawings It is the contractors responsibility to verify the location and depth of all existing utilities prior to excavation. 2. Contractor shall contact all pertinent utility companies 72 hours (minimum) prior to excavation in area. The Houston Area Utility Coordinating Committee may be contacted for certain utilities at (713) 223-4567 and the Railroad Commission of Texas contacted for verification of Natural Gas Lines and other Utility Lines in the Construction Area at 8001 545-6005. 3. Contractor shall veri y a 1 dimensions and conditions in the field before commencing work. It shall be the Contractor's responsibility to report any and all discrepancies to the Owner and the Engineer in a timely manner. 4. The Contractor shall maintain access to Residential and Commercial properties adjacent to work areas at all times. 5. The Contractor shall conduct his operations in a manner such that trucks and other vehicles do not create a dirt nuisance or safety hazard in any streets, public or private. Clean up of streets shall be done daily. 6. The contractor shall regrade all ditches and replace all culverts and driveways to match existing conditions, unless otherwise shown. Adequate drainage and driveway ingress and egress shall be main- tained during construction. 7. When construction occurs in City Right -of -Ways, and Easements adjacent to Residential yard areas and private property, Contractor shall take care to minimize construction damage to affected yard areas and private property. 8. Contractor shall replace damaged area including but not limited to fences, landscaping to original condition and to the City's satisfaction. 9. Contractor shall be responsible for contacting the appropriate gas company to relocate any gas lines exposed due to excavation and in need of relocation. 10. No open excavations shall be left open overnight. All excavations which cannot be backfilled overnight shall be covered, as a minimum, with steel plating when in paved areas; 3/4" plywood, wood planking with OSHA orange plastic expanded mesh barrier around perimeter in unpaved areas, or as approved by the City of La Porte. 11. Existing pavements, curbs, sidewalks and driveways damaged or removed during construction by the Contractor shall be replaced in kind by the Contractor at his expense. 12. Existing utility lines shall remain in place, unless otherwise shown or directed by the Engineer. 13. Contractor shall avoid interruption of utility service to any Resident or Business. Any such interruption shall be closely co-ordinated with the City. Contractor shall provide notices of service interruption to the residents or Business in the manner described in the specifications. 14. Contractor shall not operate City water valves. Contractor shall contact City of La Porte for any valve operation necessary for this project. Contractor shall verify that proper notices have been provided to affected residents or business prior to the closing of any valves. 15. Contractor shall not use Residents' water. City will provide water meter and water at no charge to the contractor. 16. Contractor shall Provide one foot (1') minimum clearance between gas lines and all other utilities (New or Existing). 17. On all pavements to be removed, including concrete driveways and sidewalks, the pavement shall be sawcut prior to removal. 18. All excavated areas shall be barricaded at all times to prevent motorists from inadvertently driving into bore pits, open cuts, and - trenches. All excavation must also be cordoned off with 4-foot high orange polyethylene fence with mesh size 2.50 inches by 0.80 inch, Tenox Beacon or approved equal, installed per manufacturers recommendations and acceptable to the City of Lo Porte. The fence shall be supported with enough intermediate support to avoid excessive sagging. The fence may be tied to traffic barricades where excavation extends beyond or is located entirely behind the existing back -of -curb or edge of pavement. Adequate barricades with flashing yellow lights shall also be provided to protect pedestrian traffic. 19. Contractor shall take necessary measures to insure that light standards and/or poles are adequately braced and supported when excavation or construction activity occurs in their vicinity. The cost associated with such efforts shall be insidental to the project. 20. Contractor shall adequately protect existing structures, utilities, trees, shrubs and other permanent objects. All costs associated with repairs or replacement of damage due to Contractors performance of work will be paid by the Contractor at no additional cost to the project. 21. Trees within the Street Right -of -Way shall not be removed nor disturbed. Where tree roots must be cut, obtain City's concurrence and follow the repair methods described in the Specifications. 22. Any area of grass which is disturbed or dug up during the construction shall be replaced with St. Augustine sod or grass which matches the gross removed. 23. All manholes and other utility structures in the construction area shall be adjusted to finished grade. Rim elevations for manholes shall be set flush with the finished grade for all manholes located in pavement. Rim elevations shall be 3 inches above natural ground for all manholes located in other areas unless otherwise shown. For manholes outside of pavement, sloped fill shall be added for storm water drainage away from manhole rim. 24. Existing pavements, curbs, sidewalks and driveways damaged during construction by the Contractor shall be replaced by the Contractor at his expense. 25. Texas Low Article 1436c, prohibits all activities in which persons or equipment may come within six feet of energized overhead power lines, and Federal Regulations, Title 29, Part 1910.180(i) and Part 1926.550(a)(15) require a minimum clearance of ten feet from these facilities. The above laws carry both criminal and civil liabilities, with contractors and owners being legally responsible for the safety of workers under these laws. If you or your company must work near overhead power lines, call (71 )-207-7777 for the lines to be de -energized and/or moved at your expense. 26. Contractor to coordinate with the City as necessary and when required regarding "Special Events" that may be affected by construction. These events may require consideration by the Contractor (construction schedule or sequence, cleanup, street and sidewalk cleaning, removal and disposal of debris etc.) The Contractor shall perform this work at no additional cost to the project. 27. The preparation of these plans reflect information provided by others on the approximate location and existence of existing utilities and adjacent physical features; however, they do not imply or affirm that all utilities or physical features are shown. Contractor is responsible for notification of the Owner immediately upon encountering unforeseen conflicts. NOTE: The locations of Southwestern Bell Telephone Company facilities are shown in an approximate way only. The contractor shall determine the exact location before commencing work. He agrees to be fully responsible for any and all damage which might be occasioned by his failure to exactly locate and preserve these underground utilities. The contractor shall contact the Utility Coordinating Committee at (713) 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have underground lines field located. When excavating within eighteen (18 in) of the indicated location of Southwestern Bell Telephone facilities, all excavations must be accomplished using non -mechanized excavation procedures. When Southwestern Bell Telephone facilities are exposed, the contractor should provide support to prevent damage to the conduit ducts or cables. When excavating near telephone poles the contractor shall brace the pole for support. WARNING: HL&P FACILITIES 'cant Energy HLatF- Overhead lines may exist on the property. We have not attempted to mark those lines since they are clearly visible, but the contractor should locate them prior to beginning any construction. Texas law, section 752, Health & Safety Code, forbids all activates in which persons or things MAY come within six (6) feet of live overhead high voltage lines. Parties responsible for the work, including contractors, are legally responsible for safety of construction workers under this law. This law carries both criminal and civil liability. To arrange for lines to be turned off or removed, call RELIANT ENERGY HL&P at 713-207-7777. CAUTION: UNDERGROUND GAS FACILITIES Reliant Energy Entex- Locations of Reliant Energy Entex main lines (to include Unit Gas Transmission and/or Industrial Gas Supply Corporation where applicable) are shown in an approximate location only. Service lines are usually not shown. The contractor shall contact the Utility Coordinating Committee at (713) 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have main and service lines field located. * When Reliant Energy Entex pipe line markings are not visible, call (713) 967-8037 (7:00 a.m. to 4:30 p.m.) for stautus of line location request before excavation begins. *When excavating within eighteen inches (18") of the indicated location of Reliant Energy Entex facilities, all excavation must be accomplished using non -mechanized excavation procedures. * When Reliant Energy Entex facilities are exposed, sufficient support must be provided to the facilities to prevent excessive stress on the piping. The contractor is fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. i MK. I DESCRIPTION I DATE I OWN. I CHK. 1 ....................... JAMES E. THOMPSON ....................... 3; 55568 P•. c� CLAUNCH & NHLLERJNC. -Engineering Consultants 3701 Kirby Drive, Suite 860• Houston, Texas 77098-3969 (713) 524-7113 . Fax (713) 524-1710. www.cluunchmillerxom City of LaPorte, Texas Lift Station #40 Rehabilitation General Notes & Location Map Joe No.: 01012 SCALE: SHEET DATE: July, 2001 HORZ : N/A A : L) OWN BY: D. Fattig VERT N/A CHKD BY: T. Lane OF 12 ALL EXTENSION ARMS SHALL HAVE A 45' PROJECTION OUT 12'-0' M LM 5W f 'G Q I a 0 W N 2 _ 0 w W = i z 0 06 m I_�z �R 0_ 0Q a o — F < N I`XC4 J LL W a- i '.. hl. J..0. M 1 \ \\\ t \ Lot4 I \ Lot 5 \ \ \ \ 1 Lot 6 \ \\ \ \ \ \ \ \ \ FuaOse. un t Slon Slte � — \ \ t Aft \ r10_UtWty Faint. Fxbt. 8' kw. Swr. E�dst. i0' Forca Md n �na ------� '— SITE PLAN SCALE 1"=40' C C ust Manhole Grate Intercept f law, and by—pass\ at man Frame to Finished Adjust Rim &Cover to pav enl Exist. Overhead Power, ,lines G Prop. 10' wide Asph. Driveway See Cross Section This Sheet. 1 1 1 I 0 On t a t — t 1 I Fairfield Ave. (60' ROVE I 1 1 — I I 1 1 1 I I ,Top. new cnain unK Tence anc 2' wide double gate, centered ever proposed future road Fen nd gate to match height of 12"-24" VARIES 4000 psi wrv0nc¢ BASE FOR POSTS. Tl'P 10, 5' 5' PAVEMENT 1 i/Z' HMAC 3' PARABOIIC YPE 'D' CROWN 771777772 GENERAL SITE FENCING All Fencing Shall Be Manufactured & Installed Per Specifications Fence Detail N.T.S. COMPACTED CEMENT SfABIUZED BASE SEE SPECIFICATIONS FOR PRIME COAT 95% MODIFIED PROCTOR AND TACK COAT. � 9' COMPACTED SUBGRADE - 95% STANDARD PROCTOR W STANDARD DRIVEWAY CROSS SECTION NOT TO SCALE O W-10" x 5'—U' steel gn frame platform, with steel treads and 6' x 12' Exist. 7' Wood Fence r—I r—I r—I Exist/ 7' Chain I ink Fence ® f—Prop. Conc. Exist. Steel ai attached to ve, \ et Bad S Se concrete to Qo* lines(to be remo �a Exist. Fiberglass ®® Steps. Not fixed or Exist. Motor mounted, Portable. Control Panel / Meter Box Fill as required to and Switch \ provide uniform grade. \ I Exist. 9' San. Swr. Exist. Water Line (NFV) Exist. 10" Force Main Prop. Elev. 9.00 Discharge by—pass flows into new 1(F Emergency By —Pass on existing 1 W force main. / LIFT STATION NO.40 SCALE 1" =5'-0" -1 4-1 0 0 y V c 0 On �W Exist. Overhead Power lines ` II-mIli Exist. Overhead Service lines i U v— G Exist. 1 Y San. Swr~ 12"-24" VARIES 0 POST SITE NOTES: 1. The Contractor shall coordinate with United States Army Corps of Engineers (U.S.A.C.O.E.) for construction of the proposed sanitary sewer by—pass across the drainage channel. The Contractor shall be aware that the City of La Porte has notified U.S.A.C.O.E of the proposed construction in the said areas. The Contractor shall contact and coordinate with the U.S.A.C.O.E. throughout the construction phase and comply with their requirements, and any other requirements as determined by the U.S.A.C.O.E. personnel in the field. The Contractor is responsible for meeting all U.S.A.C.O.E. requirements. All costs associated with any permitting and coordination with U.S.A.C.O.E. and any additional requirements shall be included in the unit price bid for pipe installation and no separate payment shall be made. 2. The Contractor shall be aware that the work area lies completely within the 100 year flood plain. The work to perform will not entail any fill above the level of the current ground elevation and shall not impede the existing flow of drainage through and across the site. Elevations given are plant relative and not related to current U.S.G.S. datum adjustments. 3, The Contractor shall be aware that the work area lies completely within the 100 year flood plain. The by—pass pumping operation shall be installed so as to allow uninterrupted operation under any conditions. Interceflow an� by—pass at manhole. DATE: cIUNE 20� 200Z •• ...................... JAMESE••• THOMPSON .Q........ 55568.......:� CLAUNCII & MILLLIt,INC. Engineering Consultants 3701 Kirby Drive, Suite 860 -Houston, Texas 77098-3969 (713) 524-7113 . Fax (713) 524-1710 . www.claunchmilleccom City of LaPorte, Texas Lift Station #40 Rehabilitation Site Plan No.: 01012 SCALE: SHEET July, 2001 HORz : Shown VERT : N/A BY: D. Fattig ,Bv: T. Lane OF 12 Saw C necce! be lei Natu ELEV Break Out and Remove Top Slab and Cover. Option for modifying existing concrete top is alternate. Rrn.,L n,.+ ^nd Remove Top ver. Option for isting concrete ate. 11.00, it Swr. See electrical details for service and control work Remove and salvage motor starters, controls, conduit, wiring switches and mountings Remove and salvage Vent Pipe and Fittings Remove & Salvage all suction piping supports and brackets C 0 Existing 8" Influent Swr. 4 not known. 0 Remove and salvage both existing Gorman Rupp Pumps Model T6A3—B with 40 HP motors rails and mounting hardware Remove and Salvage 6" Pipe, Valves, Fittings and supports Remove salvage Pipe and Fittings 0 L n a tit a Remove and salvage 1 el" Pipe and Fittings Existing 14" Influent Swr. FL. —9.00' 17' 1. All Removal and salvage work shall commence only after suitable bypass pumping facilities are in place and approved by the City. 2. Electrical service for bypass pumping facilities shall be such that the existina electrical service may be used for the duration of the bypass. No bypass pumps other than electrical are acceptable. 3. Bypass pumping controls shall be separate and apart from the proposed new pumping control system. No part of the proposed permanent installation shall be included as a part of the bypass pumping facility. 4. Bypass pumping shall remain inservice until final acceptance of the proposed improvements by the City. 5. Cleaning of the existing Lift Station Wet Well shall be performed prior to structural demolition commencing. 6. The Contractor shall exercise caution in disposing of silt and sludge from the existing Lift Station Wet Well. All disposal of material shall be done with strict adherance to city, state and federal regulations. 7. All salvaged pipes, valves, fittings, controls, wiring, and other suitable materials not reused in these improvements shall be delivered to the City's yard. The Contractor shall contact the City for the address of the recieving location. 8. Bypass pumping into the existing force main shall be made through the proposed Emergency By —Pass Connection. Contractor to make the final connection from the newly improved lift station, capping the by—pass after final acceptance of the lift station improvements. W • o This Record Doament hae bear prepared based on 6darmatbn provided by othara The Dead Proleedonai hae rat verNed Uv aearacy erW/or coffpMeneae of Ude Wor mtlon and Shell not be reeporwllI® for arty err= or onteebre which may be trworporated Web as a rawA am A W STRUCTURAL DEMOLITION Not to Scale MECHANICAL DEMOLITION Not to Scale V4 VENT PIPE SEE DETAIL SHEET 7 ELEV. 12.75' 100 Yr. W.S. ELEV. 11.00' 17 To DISCHARGE PIPE ELEVATION 10 FT 0 IN Natural Ground ELEV. 8.42' INTERMEDIATE GUIDE BAR BRKT. (USED FOR GUIDE BARS OVER 20 FT. LONG) 6 X 8 REDUCER STD. CLASS 125 C.I. FLANGE (NO GROUT ACCESS COVER SEE NOTE 4 GROUT SEE NOTE 3� SEE ELECTRICAL FOR CONDUIT ROUTING TO CONTROL PANEL NO JUNCTION BOXES R SPLICES) ETETLIDTAISENSOR L� I I I/— (SEE ELECTRICAL I I A I ALARM ON —1 FT 0 IN 0 FT. LAG PUMP ON —2 FT 0 IN LEAD PUMP ON —3 FT 0 IN 3" GUIDE BAR, STAINLESS STEEL (SCHEDULE 40 PIPE) LIFTING CHAIN, STAINLESS STEEL I HYDROMATIC PUMP 6" DISCHARGE S61- 37 HP, 1750 RPM 850 GPM @ 105 FT TDH i 0 PFALL UMPS QOFUID LEVEL MUST OF OPFOF VNLU�E (ALSO ALTERNATES LEAD / LAG SEQUENCE) BASE ELEVATION —10 FT 0 IN \�.� \— 4 ANCHOR BOLT (2" PROJECTION) 60° SECTIONAL ELEVATION Not to Scale MW 2" TYP. H DiA. GROUT CIRCLE REF. WET V WET WELL S T G GROUT CIRCLE NEW CONCRETE TOP SEE DETAIL SHEET -� V W R FURTHEST PROTRUSION OF ACCESS FRAME FROM CENTER OF PIT. Y 7 CABLE HOLDER WET WELL BOTTOM PLAN Not to Scale 4- PL UMP AND IPPER GUIDE IAR BRACKET YP. NOTES: 1. ALTERNATE PUMP MANUFACTURERS WILL BE CONSIDERED. SEE SPECIFICATIONS. 2. LOCATE ANCHOR BOLTS USING CLEAR INSIDE EDGE OF ACCESS FRAME AND CENTER LINE OF PUMP AS REF. POINT. BO'LI LOCATIONS MUST BE HELD TO MAINTAIN EXACT POSITION OF PUMP RELATNE TO ACCESS FRAME. 3. GROUT OPENING FOR ACCESS FRAME. 4. STAINLESS STEEL HEAVY DUTY SINGLE ACCESS COVER AND FRAME AVAILABLE FROM PUMP MANUFACTURER. DOUBLE DOOR ACCESS COVER AND FRAME MAY BE SUBSTITUTED. (CONSULT MANUFACTURER DRAWINGS FOR DIMENSIONS) 5. CONFIGURATION AND DIMENSIONS SHOWN ARE MIN. REQUIREMENTS FOR FLYGT PUMPS ONLY. ALL DETAILS, INCLUDING TYPE, LOCATION AND ARRANGEMENT OF VALVES AND PIPING, ETC. ARE DEPENDENT ON PUMP AND MANUFACTURERS CONFIGURATION. ALL DIMENSIONS SHALL MEET THE ACCEPTABLE PUMP MANUFACTURERS REQUIREMENTS. 6. FOR OUTLINE DIMENSIONS OF PUMP SEE MANUFACTURERS DWG. 7. ALL NUTS, BOLTS, WASHERS, ETC. INSIDE OF WET WELL SHALL BE STAINLESS STEEL. PUMP CHARACTERISTICS TABLE DESIGN FOR SINGLE PUMP TO PUMP TOTAL PEAK FLOW AGAINST MAXIMUM T.D.H SECOND PUMP TO ALTERNATE. MAXIMUM PUMP MAX. TOTAL H.P. MINIMUM NUMBER OF CAPACITY DYNAMIC RATING PUMP DISCHARGE PUMPS OPERATING G.P.M. HEAD IN FEET DIAMETER 1 850 105 50 6" PUMP SHALL BE CAPABLE OF PUMPING AGAINST A TOTAL DYNAMIC HEAD OF ONLY 70 FEET WITHIN THE PUMPS NORMAL OPERATING RANGE. aw cT.. G Existing grade FITTINGS & VALVE SCHEDULE ITEM NO DESCRIPTION S' WALL PIPE DI, FLG ® 3/8" MARSHALLTOWN ALTITUDE GAUGE W/4'ODIAL & 0'-70'RANGE, INCLUDE 3/11" TAP, BRASS NIPPLE, TEE HANDLE COCK, SNUBBER O8" STOCKHAM CHECK VALVE, FLG., FIG. G-931, 0 W&L 4� 8" DEZURIK ECCENTRIC PLUG VALVE LEVER ACTUATED, FLG O 10" X 8" REDUCING 900 BEND (SHORT RADIUS) DI. FLG © FLG. FILTER (IF REQUIRED) THK SEE NOTE 4 O19' X 19' TEE, DI. FLG ® 19' BLIND FLG O19' 90° BEND (SHORT RADIUS), DI., FLG. 1 19' X LENGTH VARIES SPOOL, DI FLG. O ADJUSTABLE PIPE SUPPORT (2 REQ'D) SEE DETAILS SHEET O10" 450 BEND DI. FLG 13 10" MJ X FLG ADAPTER 14 RECONNECT TO EXISTING 19' FORCE MAIN NOTES: 1. See Pump plans for Wet Well Interior Piping. 2. Piping location and spacing is dependant on Pump Manufacturers recommendations. Spool piece lengths shall be shown on Contractors Shop Drawings. 3. Clearance from Concrete walls to first flange shall be a minimum of 3". 4. The Contractor shall not reuse any existing piping, fittings or valves in the construction of these improvements. 5. The Contractor may use concrete pipe supports instead of adjustable pipe supports as called out in the Fittings and Valve Schedule. i p I i i q] d a ¢ Z LU N LU N w aw _ z Z z a a is • m `1 w ¢ a 0 �; 0 1 ZN a ow W =M Z z� LL a Cd m o t �o O 05 a ¢ Q 0 a F— 2 N L J W iz Anchor Grip Strut Heavy Duty 10 go W/5—Diamond Plank, W/4' channel to slab with 1 /2" Hilti Galvanized Steel Wedge @ 12" centers. 12' —0" Conc. Top As Needed 5'-6" Grate Stairway Grate Platform W/Grip Strut Tread, Galvanized 10" x 1 1 /2" AV Conc. Channel Stringers 4' thick & Hand rail per W/#4@12" —\ OSHA Regs. 2'X 2' X 0'-4' REINF. CONC. PAD USE #3 @ 11" EA. WAY Bolt all planks together @ 12" center with 1 /2" Galvanized Steel Fasteners. Bolt 4" Galvanized Channel to Pipe 3" Typ. All Around Columns to Support grating with 2-1/2" bolts each column. Note: All metal Fabrication to be Hot Dip Galvanized. U 3" Galy. 10"xl 1/2" Pipe Collumns � Gaiv. Channel T U tD o j Grate Platform I U)uo Prop. Grating, Grip —Strut Heavy Duty 10 go W/5—Diamond - - - Plank W/4' channel depth (E Railing model No. H-54010 Hot Dip Galvanized C Railing / / Std. 3'-6" high 2" Galvanized Pipe Handrail. Corner post at each #5 Rebar angle point. Intermediate posts at @ 4' O.C. maximum 4'-0" interval. Provide intermediate railing per OSHA Regs. 3„ #5 Rebar Weld flange to pipe ends and attach @ 12" O.C. to wet well with 1 /2" Hilti Anchors. ' , a O) ( U 0 ! O #5 Rebar on I of wet well i 3" Typ. All Around 11'-10" Conc. Top NEW CONCRETE TOP AND GRATE PLATFORM_ ►OT TO SULE (� EXISTING FORCE MAIN 1" EXIST. GRADE ; � EXIST. 10" FORCE MAIN 10" BLD. FLG. 1 '-6" PIPE SLEEVE CAST IN CONC. PAD I NOT TO SCALE NOT TO SCALE Of #5 REBAR, DRILL & EPDXY 6„ TO EXISTING WET WELL iv 2' MIN. LAP N"q#5 REBAR @ 12" O.C. 10 I M 91k aw NOT • SCALE g 12" pn EXIST. WET WELL I 6"s90°BEND DI, FLG SS BIRD SCREEN 6" m DI, SO FLANGE W/ COMPANION FLANGE 71 6" m DI, SPOOL FLG X PE TOP OF EXISTING WET WELL & VALVE VAULT �..Ir_-�_—=... A 1> CV as D D � x SLEEVED TOP OF SLAB PENETRATION NOT TO SCALE RADIUS OF OD OF SUPPORTED PIPE SUPPORTED PIPE �'%�&• SCH 40 STEEL NIPPLE 1200 o iLi STD GALV MERCHANT CPLG C' V SCH 40 STEEL NIPPLE U) a STD GALV COMPANION FLG 125# 14 NOTE: PROVIDE 12"x12"x4" CONCRETE PAD WHERE REQUIRED. NOT TO SCALE i r a 'I UZONP41 F 0 w z !z N Ia ¢ W '- Q m i` Z I` z IS ad � m 1L o Z 0 t; w I 1= o 00 , z F a -0--a oU _ LL Q J to NF=C-4J t NJ�00 'l ELECTRICAL PLAN LEGEND SYMBOL DESCRIPTION ----- UNDERGROUND CONDUIT EXPOSED CONDUIT — E — SERVICE DROP BY POWER COMPANY aCONDUIT MARKER 0 GROUND WELL n CONDUIT END CAP _ DUCTBANK SECTION oa --IBM FLOODLIGHT 17-1 JUNCTION BOX LIGHT LINEWEIGHT (EXISTING) HEAVY LINEWEIGHT (PROPOSED) Z/////� DEMOLISH DUCTBANK e E1 O SECTION A NTS E1 0 R 3" FINAL GRADE MARKER TAPE .7 z N U m \ N C— — —..- 5 EXISTING \ het POWER o COMPANY \ oa Q POLE re // \ yl Prop. 10' wide NOTE 5 PyQr• \ As h. Driveway 4`ae PROPOSED DUCTBANK WITH RED CONCRETE ENCASEMENT SPACE ' 1p4 BARE Cu. PER NEC °d c n 12" —COAD111T (TIP), M11ICONDUIT SPACER #4 REBAR (TYP) Adjust Manhole Grate & Frame to Finished Elevation of Drivewav i Overhead Power lines CONDUIT SCHEDULE JEM DESCRIPTION OOC, W/3-3/0+1—#4 NEU + GND (SERVICE) (2 1"C, W/TEL. CABLE O 1"C, W/3—#12 (LIGHTING) O 21i2"C, W/PUMP CABLES (POWER & CONTROLS) O 1"C, W/FLOAT CABLES Exist. 7' Wood Fence i 0- Exist. 7' Chain Link Fence NEW SERVICE DROP NEW LIGI BY POWER COMPANY POLE — —E E- Exist. Fiberglass''. Steps. Not fixed or mounted, Portable. EXIST. OVERHEAD SERV TO BE DEMOLISHED — / ELECTRICAL SITE PLAN SCALE: 1 =5'-0 i NOTE 1. ALL WORK SHALL BE IN COMPLIANCE WITH 1996 EDITION OF NATIONAL ELECTRICAL CODE AND IN ACCORDANCE WITH LOCAL CODES. 2. SERVICE EQUIPMENT DETAILS ARE SHOWN DIAGRAMMATICALLY ON PLANS. INSTALLATION SHALL COMPLY STRICTLY WITH LOCAL POWER COMPANY STANDARDS IN EVERY RESPECT. CONSULT LOCAL POWER COMPANY FOR REQUIREMENTS FOR THIS SPECIFIC PROJECT BEFORE STARTING CON— STRUCTION. COORDINATE LOCATION OF SERVICE OUTLET. VERIFY MAX— IMUM AVAILABLE FAULT CURRENT & PROVIDE EQUIPMENT TO WITHSTAND CURRENT RATING ACCORDINGLY. 3. CONDUITS SHALL NOT BE ROUTED ACROSS WALKWAYS, PATHS OF ACCESS, TRAVEL OR EGRESS. ROUTE BENEATH GRATING, IN CONCRETE STRUCTURES OR AROUND EQUIPMENT. DO NOT ROUTE IN CONFLICT WITH OTHER PIPING, CONDUITS, EQUIPMENT OR STRUCTURES. 4. FIELD VERIFY EXACT LOCATION OF ALL UNDERGROUND PIPES, CON— DUITS, AND STRUCTURES BEFORE DIGGING. REPAIR ANY DAMAGE DONE TO ORIGINAL CONDITION. 5. VERIFY THAT EXISTING OVERHEAD POWER LINE HAS A MINIMUM CLEAR— ANCE OF 18'-0" ABOVE FINISHED ROAD GRADE PER NEC SECTION 230-24(b). IF AN ADJUSTMENT IS REQUIRED, COORDINATE WITH LO— CAL POWER COMPANY. I � C7 j � c I ' C3 I I ' a) � 1 M 0, _ ` V 4- O m � � ° � W ' i w NEW N 'x CC3 ' i ' MAIN 12� Exist. Overhead Power lines — BREAKER \ j R"� t Overhead Service lines NEW ®Exist. CUSTOMER (@ CE E5 POORE VI !I —NEW PUMP @ CONTROL PANEL E3 —GROUND WELL( (TYPICAL) E5 IV EXISTING MOTOR CONTROL PANEL, METER BOX, & SWITCHES TO BE U DEMOLISHED `+- c I ' a DO NOT SCALE THIS DRAWING 0 • • This Record Document has been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. DATE: 2 b TUNE awl E1 Shrader Engineering Company Electrical / Mechanical Engineers 10497 Town & Country Way, Sufte 400, Houston, TX 77024 Phone 713-467-9961• Fax 713-465-6502• www.shradernet Thee( drmdrige may not be milled or raproduced rm purpoaee other than thle project unleea aulhodzed Pn (thing gy Shrodar Englmdng Company. ENGINEER: ITHNIGNER: IC�HECKED BY: I06 20/ 2D/ITBKWN �: 0Fyl�.I`a. ///lam"`" 40269 ELEV 12.75' Natural Ground m zz z � N N Y! C W <D 3 W a ow a; > z t. O z ¢ t i LL n y w z o o L it z oa a L.. L o < .J N c m n E I � II of c L N W I L ill ra L L V1 O O m Q 0 CU t F- m 3 p CUSTOMER - e T GALVANIZED PIPE SERVICE POLE E5 COLUMN (TYP.) SEE CIVIL PLAN FOR P1000 S.S. DETAILS. UNISTRUT (TYP.) BOLT UNISTRMAIN BREAKER TO PIPE VIA IN NEMA 3R S.S. BOLTS ENCLOSURE : Fy BACK OF 1 PFCC CONTROL E3 PANEL r METER CSBE 5 REFER TO SHEET (TYP,) E5 7 OF 12 FOR PIPE 4 CABLE CONNECTION DETAIL ( NOTE 5 HOLDER I 0 TELEPHONE TERMINAL BOX S.S. KELLU I PROVIDE STRAPS I tO GRIP AT 4'-0" O.C. FOR I m BARE Cu. GND WIRE ( 3 I Cu. BARE S.S. CABLE I ROUND ki NATURAL it II II II II II II it II II II II II II I I I I I I I I l I i I L= To L. LINE I'L L _�� _ � _TO LIGHT POLE GROUND 4 WELL (TYP.) ES 3 ALARM ON FLOATS ES LAG PUMP ON SEE CIVIL DRAWINGS FOR FLOAT ELEVATION SETTINGS CABLE HOLDER: — — --� --- -- NEW CONCRETE TOP PUMP No. 2 / °O00 °° \ 4 t` \Cl I \0 0 0 0 / \ \/ N., GROUND 4 ELECTRICAL ®y/ PUMP No. 1 WELL (TYPJ E5 ELECTRICAL PLAN ANDCNo.21 NTS NOTES 1. INSTALL CSBE SEALS AT ENDS' OF CONDUITS IN WET WELL. 2. INSTALL S.S. J—HOOK WITHIN EASY REACH OF TOP OF LIFT STATION. 3. VERIFY PUMP CABLE SIZE BEFORE INSTALLING CONDUIT. ADJUST CON— DUIT DIAMETER PER CABLE REQUIREMENTS. IF TWO CABLES PER PUMP ARE SUPPLIED, ADJUST CONDUIT SIZE ACCORDINGLY. 4. CONDUIT ROUTING MAY VARY PER CONSTRUCTION METHODS. PROVIDE SUBMITTAL FOR ENGINEERS APPROVAL IF ROUTING VARIES. 5. CONTRACTOR SHALL CUT PASSAGE HOLES INTO GRATING FOR CONTROL PANEL CONDUITS. PROVIDE CONDUIT SUPPORT STRAPS UNDERNEATH PLATFORM AT 4'-(r O.C. SPACING AS REQUIRED. PROVIDE CONDUIT SUPPORT STRAPS FOR LIGHTING CONDUIT ALONG VERTICAL RUN ADJA- CENT TO PLATFORM SUPPORT POST. 6. THE POWER CABLES I SHOULD EXTEND FROM THE PUMP TO THE CONTROL PANEL WITHOUT A SPLICED CONNECTION. /-TO LIGHT POLE ELEVATED PLATFORM FRONT OF 1 CONTROL e PANEL E3 MAW BREAKER &METER -- - PROPOSED 1 CUSTOMER E5 SERVICE POLE Zr GALVANIZED PIPE COLUMN (TYP.) t Shrader Engineering Company Electrical / Mechanical Engineers 10497 Town 6 Country Way, Sulfa 400, Hmotm, TX 77024 Phorte713.46TW61w Fax713-466-6602• w .ahredernet These droeings may not be oppted o nppraduced for pv'= tber Own this Project unieu outbortaed in wMn by S der Eng'nttnng Company. ENGINEER: (DESIGNER: CHECKED BY: IDDATE CHKD.: DRAWN BY: WS �• (E OF i d��p:.•• . to ®/ ' 40269 AcoAah malo,u CLAUNCH & MILLER,INC. UMENT Engineering Consultants 3701 Kirby Drive. SuRe 880 Houston, Texas 77098 (713) 52h7773 Den City of La Porte, Texas P►eParsd-b0N0 On %IIOfMUon- �ro�aoo &I aOOM TM Ds ftn �nlbwr��llraotwirdtl• Lift Station #40 Rehabilitation re•oo�Neb +lor.� Npw _a. ELECTRICAL omissions rr111aA "M"- be . incorporated herein asarank PLAN AND ELEVATION DATE: JUNW 201 9002 [Dwn No.: 01012 ECADFI :OF ET MAY, 2001 0 E2 By: TBK o By: CAS DWG 2 N 0 I S z Z N La o m_ z z z Q • a m °si a w �m O 0 •. a Y m 'O w a W = m F � Z z S_ LL n o O Z o [' I O Q ow a O ~ ~ a I ¢d N o iL Lu < I G d E 0 m L c m c Ai L d ' n L n I j v ' a Q m v m 3 n lu lu ' E u I :v :v a v 0 Id :,, CNJ U QI O L a ONE —LINE DIAGRAM LEGEND SYMBOL DESCRIPTION s CONTACT POINT CIRCUIT BREAKER TSTARTER CONTACT b 3m MOTOR IETMI �� ELAPSED TIME METER INDICATING LIGHT A -AMBER; B-BLUE G-GREEN; R-RED; W-WHITE 0 HAND -OFF -AUTO MS MOISTURE SENSOR TEMPERATURE SENSOR �tJ1J1f� SPACE HEATER 4 TERMINAL BOX FUSE CURRENT TRANSFORMER (CT) LIGHTING TRANSFORMER I� NAMEPLATE SCHEDULE NO. DESCRIPTION 1 DISCONNECT LIFT PUMP No. 1 2 DISCONNECT LIFT PUMP No. 2 3 DISCONNECT LIGHTING PANEL 4 LIGHTING PANEL 5 PHASE FAILURE BYPASS 6 CONTROL POWER ON, 7 BEACON 8 LIFT PUMP No. 1 OVERTEMP 9 LIFT PUMP No. 2 OVERTEMP 10 LIFT PUMP .No. 1 SEAL FAILURE 11 LIFT PUMP No. 2 SEAL FAILURE 12 HIGH LEVEL WET WELL 13 RESET 14 SILENCE 15 TEST 16 LIFT PUMP No. 1 17 LIFT PUMP No. 2 18 HORN 19 FLOAT SWITCH OPERATION 20 FLOOD 21 RESET MINI -CAS PUMP No. 1 22 RESET MINI -CAS PUMP No. 2 23 FLOATS ON 24 LOW LEVEL WET WELL 25 NOT USED SEAL ALL .CONDUIT INTO ENCLOSURE FROM WET WELL AIRTIGHT WITH DUCT SEAL (TYPICAL) - NEW 480/277 VOLT, 30, 4 WIRE LRVICE BY POWER CO. #4 NEU (- - 200A 3P MAIN BKR. i 48OV, 3m :4 C, W/4-#8 i I MI K> C O 2 I # #4 B.C. SP I N I _ I G f C, W/3-#3/0- +1-#4 NEU+GND �4 X20' Cu NEW SELF O GND ROD CONTAINED METER _ P HOFFMAN NEMA 4X (S.S.) ENCLOSURE (LOCKABLE); PROVIDE SWING -OUT PANEL & BACK PANEL 1\✓/1 JJ CIRCUIT °°° Um®o STARTER ® pp ® mn (TYPICAL) RESET ®Oe DSJrril ®®®® 0 ETM OOUO ® Dm RECEPTACLE ® 0 (GFI) OE rm cm Im i - MOTOR CONTROL PANEL (MCP) NEMA 4X S.S. r- - - - - - - - - 7 - - - - 7-- - - - - - - r - - - - - - - - - - - -r - - - - - - - - - - - - - - - - - - - - - - -) I I I 48OV, 200A CU BUS BRACED TO 22KAIC I I I I I I I I I I I MCP. I I MCP I I 20A I I I I I I 2-#10 3 1,G I 3 G' I I I 5KVA I I ETM ( ETM I 480:120/240V 1m H H T 3-#8 A I A I I I i CAB. I I I 40A MCB I• I HEATER ( Zrl2ov I 1 2P I i , I L--------------I---- ------I---- I — I -----'-- 20A 1P I 20A 1P PFCC.. 4 PFCC.. 4 ( CABINET HEATER & COOLING FAN PUMP CONTROLS I 20A 1P 20A 1P (NOTE 5) (NOTE 5) AUTODIALER PUMP CONTROLS 2WC, W/ 2WC, W/ I LIFT STATION 20A 1P 20A 1P RECEPTACLES PUMP CABLE PUMP CABLE I LIGHTING 20A 1P 20A 1P (NOTE 2) (NOTE 2) I SPARE I. SPARE I} I MS MS i I I 47 47 I I L -- -------- ---------i LIFT .PUMP No. 1 LIFT PUMP No. 2 5 3 2 ONE -LINE: G R M YARD TO KTN LIGHT SERVICE POLE , (TELEPHONE) FLOATS INTAKE GRILL, -. FILTER & SUPPLY FAN W/RAIN CAP SHOWN W/O DOOR FOR CLARITY TO SERVICE POLE TO TEL TERM. � - - - - - _ � J ' � ! ( \\ ' - - - -�" TO PUMP NO. 1 TO LIGHT POLE _ - - _ _ - - — \ TO PUMP N0. 2 SWING —OUT PANEL ARRANGEMENT \(I�I)) FUSE HOLDER _.,—EXHAUST GRILL & FILTER W/RAIN CAP PHASE FAILURE RELAY RELAYS (TYPICAL) AUTO . DIALER NOTE: REFER TO ELECTRICAL ELEVATION FOR MOUNTING DETAILS. SACK PANEL ARRANGEMENT m e ELECTRICAL LOAD ANALYSIS AMPS LOAD OAT(057 mC LIFT PUMP No. 1 47 HP 65 65 65 LIFT PUMP No. 2 47 HP 65 65 65 LV TRANSFORMER 5 KVA 11 0 11 25% OF LARGEST MOTOR 16 16 16 TOTAL LOAD 157 146 157 SERVICE AMPACIIY ® 480 VOLT 200 200 200 SPARE AMPACITY 43 54 43 CALCULATED MAXIMUM FAULT CURRENT = 11,000A RATE ALL SERVICE EQUIPMENT MINIMUM 22KAIC NOTES: 1. ALL ENCLOSURES ARE TO BE MINIMUM 3R RATING. 2. COORDINATE EXACT CONDUIT SIZE REQUIREMENT WITH PUMP MANUFACTURER CABLE SIZE, USE MINIMUM 2leC. 3. PROVIDE ADDITIONAL LOW VOLTAGE CIRCUIT BREAKERS IF REQUIRED BASED ON FINAL PANEL DESIGN. 4. CONTRACTOR TO COORDINATE MOTOR MCP AND BREAKER SIZE WITH MOTORS SUPPLIED FOR THIS PROJECT. ADJUST SIZES ACCORDINGLY, ESPECIALLY FOR HIGH EFFICIENCY MOTORS. 5. SIZE POWER CORRECTION CAPACITORS PER MOTOR MANUFACTURES RECOMMENDATIONS. MOUNT CAPACITORS TO BACK SIDE OF CONTROL PANEL PER SECURE MEANS. 6. SEAL ALL CONDUITSlINTO PANEL WITH DUCT SEAL. TMe Reaoid Docura nth" been PrOPOW bmd an bMarne m Prodded by aft a, ?be DeWp, Pmkod iid Ilse nit Ye1Med the acetnwalftcamplBowal ed dsl abe s for my _ or 011u� ~ n1" be inco(poreted berm ama Ian& DATE: . 20, �002 E3 M 0 w LU z N _ h G z z� • a ~ W E 0 Q R o a o < n Z Na z a �N N - Ld W V 0. =m L - 0 LL z z Qa _ N �o O 00 .. ' OQ IIr¢ a — Q -•1 Io a , � Xv L- -J o = Uj T O yr CD w d a ro o o . N m m N ti to 3 0 m m N N E U t rn m N rn rn N i a 0 N N U m .O L d O - 20A/1P 1 1 2 3 4 5 6 7 8 L-0 H 9 10 11 LE 12 E 13 14 15 16 17 18 12 H 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 48OV, 30 As 6m 00 3A FUSES * IF FLYGT MIN -CAS USED FOR MOTOR PROTECTION, PROVIDE SEPARATE RESET FOR EACH UNIT ON FACE OF PANEL AND REWIRE ALARM LIGHTS TO FUNCTION FROM MIN -CAS CONTACTS 37 20A/1P III� 1 SEC RESET® TD2 CR2A O 38 4 NC CR2 TDC INTERNAL CR2 CR2 6 39 MOTOR 0/L'S C1` CR3A 5 41 NC CR3 CR3 CR3 A 6 42 L 17- P. #2 5 CR3MA 43 SF #1 O5 44 CR4 CR4 CR4 ® O6 45 Y�! SF #2 O 46 CR5 CR5 CR5®.�'�`�0.. LEAD PUMP 47 1 OL LP #1 5 48 CR6 CR6 CR6 O . 49 P OL LP #2 O 50 CR7 CR7 CR7 51 TEST R 52 �® FS4 11 CR2 F w PR 53 - CR312 rjH LN54 CR4 5 55CR5 CR8 A O 56 �- CR6 - ON-OFF opFA ROTATINGBEACON_ `- LAG PUMP 57 R CR7 CR9 ON -OFF® 58 CR8 �o SIL CE C 59 CR9 CR9 60 LINE PROTEG 61 PHONE INCOMIP 62 JACK TELEPHO PAIR 63 AUTOMATIC DIALER 64 CR1 CR8 65 —0 10 O- "t e� i PHASE FAILURE HIGH LEVEL (SEE MOTOR PROTECTION 66 MODULE CONTROL DIAGRAM, MOTOR O.T. CR6 CR7 THIS SHEET) CR2 CR3 MOISTURE I MOTOR O.L. CR4 CR5 68 24V -LINE PROTECTOR 69 L 24 VOLT TRANSFORMER PUMP #1 70 bbb 120V FOR DIALER (WHERE REQ'D.) 71 V 200A/1P � LIFT 72 20A 1 P PUMP #2 4 4 73 TO 0 GFI RECEPTACLE 74 CLOSES ON TEMP 20p/1 P DROP TO 80'F. J #3 M1 M2 CABINET HEATER 75 76 CLOSE ON TEMP RISE FAN 77 CONTROL DIAGRAM (CONTINUED) L. P. # 1 OVERTEMP ALARM L. P. #2 OVERTEMP ALARM L.P.#1 SEAL FAILURE ALARM L. P. #2 SEAL FAILURE ALARM L. P. #1 OVERLOAD L. P. #2 OVERLOAD WET WELL HIGH LEVEL ALARM LOCATE ON TOP OF PANEL HORN 0? 20A/1Po H A 79 P.E. SWITCH r------1 80 FLOODLIGHT 81 i P L _ _ _ _ _ J CONTROL DIAGRAM (CONTINUED) 120V CONTROL POWER CONTROL POWER TRANSFORMER Tim 120V T---- 4T I CPT-N 24V Z MOTOR ' SEAL LEAK TEMP DETECTOR DETECTOR RESET FPUMP NO. 1 PROTECTION MODULE I NOTE 1 MTH1 R 1 MOTOR SEAL LEAK TEMP DETECTOR DETECTOR RESET PUMP NO. 2 PROTECTION MODULE MTH2 R RMTH2 TO LP2 RMTH1 CONTROL RMTH1 1 CONTROL LQ CKT L❑ CKT MOTOR PROTECTION MODULE CONTROL DIAGRAM SPECIAL DEVICE SCHEDULE ITEM DESCRIPTION O PHASE FAILURE RELAY - DIVERSIFIED ELECTRONICS #SLD-440-ALE, 480 VOLT, 3 PHASE O2 SURGE SUPPRESSER - COMBINATION LIGHTING ARRESTOR/ SURGE PROTECTIVE DEVICE, FLASH -VALVE Nx4 ENCLOSURE, 480/277V 3PH PHOENIX CONTACT P/N 5602733 ODUPLEXOR DIVERSIFIED ELECTRONICS ARB-120-ABA, 120 VOLTS, 60HZ OTIME DELAY RELAY - WITH 2 S.P.D.T. SWITCHES RATED 5 AMPS AT 120 VOLT, CONTACTS AND COIL, PLUG IN BASE AND SOCKET, 3 RANGES, .1 TO 100 SEC. ATC MODEL #319D-134 OCONTROL RELAY - WITH 4 S.P.D.T. SWITCHES RATED 5 AMPS AT 120 VOLT, 120 VOLT COIL, PLUG IN BASE AND SOCKET OINDICATING LIGHT - PUSH TO TEST -LED TYPE, ALLEN BRADLEY BULLETIN 800 TYPE, 120 VOLT, 60 Hz. - COLOR AS INDICATED O7 ELAPSED TIME METER - CRAMER #635G/HRS., 120 VOLT OROTATING BEACON - 35 WATTS, 90FPM, 120 VOLT, 35T8DC LAMP, RED ACRYLIC,DOME LEN, PARABOLIC TYPE, EDWARDS #52R OVENT FAN - HOFFMAN CAT. #A-PA4AXFN, 21 WATT, 120 VOLT (WITH RAIN SHIELD GRILL) AUTO DIALER - RACO VERBATIM MULTI CHANNEL WITH 10 STANDBY BATTERIES AND ALL APPURTENANCE. PROGRAM PER OWNERS INSTRUCTIONS. 11 CONSOLIDATED ELECTRIC MODEL9G DIRECT ACTING FLOAT SWITCH WITH 40 FOOT OF CABLE 12 DIVERSIFIED ELECRONICS CAT.# 150-120-AFN LOW CURRENT ISOLATION SWITCH, 5 AMPS, 120 VOLT CONTACTS. (INTRINSICALLY SAFE CIRCUIT TO FLOAT SWITCH.) 13 HORN - EDWARDS OR EQUAL WEATHERPROOF G NOTES 1. FIELD VERIFY PUMP PROTECTION MODULE REQUIREMENTS WITH PUMP MANUFACTURER AND PROVIDE MODULES AS SHOWN WHERE REQUIRED. DELETE WHERE NOT REQUIRED. CONTROL DIAGRAM LEGEND Symbol Description -6'-a- CIRCUIT BREAKER �3 OYL'S MAGNETIC MOTOR STARTER CR CONTROL RELAY - 4 POLE UNIVERSAL - PLUG IN O TIME DELAY RELAY LED TYPE PILOT LIGHT PUSH -TO -TEST W-WHITE; R-RED; G-GREEN -Q- THERMOSTAT EMS- BELL ® ELAPSED TIME METER rwL SPACE HEATER- -aTo- CONTACT ON TIME DELAY RELAY �I TDC TIME DELAY CLOSE AFTER ENERGIZATION ON-OFF ON-OFF SWITCH _ PUSH-BUTTON —I F- 4f'- HOLDING COIL CONTACT (NORMALLY OPEN -NORMALLY CLOSED) OR CR -11- - CONTROL RELAY CONTACT (NORMALLY OPEN -NORMALLY CLOSED) O1 ITEM' MARK (SEE SPECIAL DEVICE SCHEDULE) ITEM LOCATED ON FACE OF SWING -OUT PANEL OF LIFT STATION CONTROL PANEL HOA 0 HAND -OFF -AUTO SWITCH F FLOAT SWITCH Shrader Engineering Company Electrical / Mechanical Engineers 1007 Town S COI MW SUND 404 HOas[on, TX 77024 Phaas 713.467-9961. Fax 713.465-BG02e w ..shredenmt Thaae dmdngs may rot be copand vprodu<ed for parpo,ea oUer Mon this purled unledd avthorixM in rrtt'ug [y Shrader Engineering Gmpany. ®ENGINEER: (DESIGNER: I CTHIN CHHSECKED 8Y: I DATE Z HD KID • �� WN BY: 40269 RECORmu ICLAUNCH & MILLER,INC. Engineering Consultants iliorto p 3701 Kirby Drive, Suite SeO Houston. Texas 77096 (713) 524-7i13 VUUME nwbwn City of La Porte, Texas NKotnlaWn Lift Station' #40 Rehabilitation oft 411oin1e m� tg ELECTRICAL 01A2`iafa e„�, My beCONTROL DIAGRAM �Paet�ed hBCebl� es a resin, . Job No.: 01012 Seale: SHEET DATE: ✓I 201 Z902 Doto: 'MAY, 2001 NTS 1 Own By: TBK CAD FILE: I U E4 ° Chkd ey:CAS 2239CD.DWGI saw OF 12jcq f 4 . Y ' t :K� t r` 1 r � It f , , 4Y1 J: 0 M W 4 W m W N Sf c W fa d Z a M z z_ • a � m< � O Q ❑ 0 0 cc a o LL < i 3 r } Y - , t rr' 0 z z aC �� W tD 0'z !- ' V- ,t ,z �n } 0 0o C c zF- 0¢a 0 a D- -� o , 03 L `.1 ✓ .N CA C- � 6t t �o to , ti m � : o , CU N s0. a 0 m N N / "E tl 01 m rU N t7/1 r11 N O` CU CM N N Lj V d �o a S.S. KELLUM GRIP F4 I F1 WEATHERHEAD ..... 7-POINT RACK — MIN 15' AFG CONDUIT CLAMP - OSURGE PROTECTOR METER --� O (TYP-) 3Y4 o x20' y GND ROD S.S. CABLE 316 S.S. CLAMP EACH .5'-0" PVC COATED WEIGHT 480/277V P1000 UNISTRUT 25' CREOTE OR CONCRETE SURFACE POLE — MAIN BREAKER IN NEMA 3R ENCLOSURE PROVIDE UNISTRUT MNTG. BRACKET �2"C POWER TO CONTROL PANEL 1 "C TEL TO CONTROL PANEL --TEL. TERMINAL BOX NATURAL GROUND II (� a TO TEL. LINE FLUSH LIFTING RING "U" BOLT UL APPROVED GROUND CONNECTOR NTS i R M VABLE COVER OF CAST` E 0 CONCRETE. TOP OF COVER TO BE FLUSH W/TOP OF NATURAL GROUND, CONCRETE OR ASPHALT SURFACE 10" VITRIFIED CLAY PIPE OR REINFORCED CONCRETE PIPE 1/0 BARE Co COPPERWELD GROUND ROD -'4" X 20'-0"LONG,. ELL DETAIL (TYPICAL) E1,E2,E5 SWITCH C HUBBELL MHS-0175H-265, 120V, METAL,HALIDE. BRONZE WITH PHOTOCELL AIM AT LIFT STATION CONTROL PANEL 10' BRONZE STEEL POLE 112"x18" ANCHOR BOLTS (TYP) 0 CONCRETE FOUNDATION 8-#7 REBAR W/#4 REBAR TIES ® 12 O.C. #6 Cu--,, T 5 �l �4 x 20' Cu N GND ROD) EXOTHERMIC I el . ll_j CONED NECTION � � ( � � EN RED CNTC a g I I (TYP) lin tl-_---///— I Il__lI I ----I 2 18"c LIGHT POLE DETAIL 2 NTS E 1 THREADED CONDUIT - OZ GEDNEY, TYPE CSBE SEAL - PUMP CABLE OR CONDUCTORS NOTES: 1. MOUNTING OF CONTROL PANEL SUPPORT POST STEEL PLATE ATOP CONCRETE SHALL BE SET IN PLACE USING STAINLESS STEEL ANCHOR BOLTS; STEEL PLATE SET ATOP STEEL GRATING SHALL BE WELDED TO GRATING PLATFORM STRUCTURE IN A SECURE FASHION. CONTRACTOR SHALL PROVIDE ADDITIONAL STRUCTURAL SUPPORT FOR WELDING OF PLATE TO PLATFORM AS REQUIRED FOR A PROFESSIONAL INSTALLATION. A u This Record Document has been Prepared based on irdonnetlon PMWd8dPlolesNabl0Ih01& The has not vwjW ft I MMamellon erldaCCINWand1br�be response for am more or omissions which may be InDorpWated herein as a result DATE: ✓UA/E ZO, 2002 Shrader Engineering Company Electrical / Mechanical Engineers 1007 Town S C mft Way, SuBe 400, Houston, TX 77024 Phorre713- B -888i• Fsx713.465.6W2• www.shrodenmf 4 .Q droiinp moy not M copied or roproduoed for pvrpo,m other rho. mi. prolepl unime authori¢ed Pn writing by Shroder Engiroodn9 Cmnpo ". ENGINEER: DESIGNER: CHECKED BY: IDATE200ITKWN BY'IM ISJUy B CLAUNCH & MILLER,INC. Engineering Consultants 3701 Kirby Drive, Suite 860 Houston, Texas 7709& (713) 524-7113 City of La Porte, Texas Lift Station #40 Rehabilitation ELECTRICAL DETAILS SHEET Job No.: 01012 Scale: SHEET Date: MAY, 2001 NTS Dwn By: TBK CAD FILE: 1 E5 Chkd By: CAS 2239DET.DWG OF 12 N