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HomeMy WebLinkAboutLIFT STATION NO. 9 IMPROVEMENT PROJECTIL Z O M ti U) d T- (M Z o LL 0 C-4 M PRIVATE UTILITY LINES APPROVAL: SOUTHWESTERN BELL TELEPHONE CO. _ (Valid for One Year) CENTERPOINT ENERGY GAS FACILITIES CENTERPOINT ENERGY POWER FACILITIES (Valid at Time of Signature Only) (APPROVAL FOR UNDERGROUND CONDUIT ONLY. UNLESS OTHERWISE NOTED) LOCATION MAP Not to Scale Ll'oft Stati*on #9 Improvement Projecl. CLAUNCH & MILLER, INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 -Houston, Texas 77027 (713) 622.9264 • Fax (713) 622.9465 . www.claunchmillercom INDEX OF SHEETS SHEET SHEET TITLE NO. 1 Cover / Index Sheet 2 General Notes and Location Map 3 Proposed Site Plan 4 Mechanical & Structural Demolition 5 Piping Improvements 6 Mechanical Improvements 7 Lift Station Details 8 Miscellaneous Details S1 Improved Structual Plan E1 Electrical Site Plan E2 Electrical One —Line Wiring Diagram E3 Electrical Control Diagram E4 Electical Details ag C Claunch E Miller, Inc. STEPHEN L. GILLETT Director of Public Works JOHN D. RUDLOFF ey l........:.. Y 83386 DATE: DATE: 0 w UJ z C a Z 'C7 z Z Z) 0 M 0 0 a 0 LL a m H U w O o: a_ W Z ul w 0 a_ Z 0 M H n� 0 d I-mZ cLL�O N JN 03 L®CA1"ION WP I AN R1 JIM; 99 GENERAL NOTES 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 (800) 545-6005. 3. Contractor shall verify all 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. The Contractor shall give the City a deposit for a water meter. The City will provide water at no charge to the Contractor. After the completion of the project, the meter will be returned and the Contractor shall recieve the deposit back. 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 shad-1 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, Tenax Beacon or approved equal, installed per manufacturers recommendations and acceptable to the City of La 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 grass 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. 25. Texas Law 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 1910.1800) 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 (713)-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. S.B.C. - 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 damages which might be occasioned by this failure to exactly locate and preserve these underground utilities. The contractor shall contact the utility Coordinating Committee at 713-223-4567 or 1-800-344-8377 a minimum of 48 hours prior to construction to have underground lines field located. When excavating within eighteen inches (18") of the indicated location of Southwestern Bell Telephone facilities, all excavations must be accomplished using non -mechanized excavation procedures. When boring the contractor shall expose the Southwestern Bell Telephone facilities. 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. Aerial telephone cables exist in the project but are not shown for clarity. CenterPoint Enerov Power Facilities WARNING: HL&P FACILITIES 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 and comply with Texas law, section 752 of the Health & Safety Code and Federal Regulations, Title 29, Part 1910.0180 (1) and Part 1926.550 (a) (15). Parties responsible for the work, including contractors, are legally responsible for safety of construction workers under this low. This law carries both criminal and civil liability. To arrange for lines to be turned off or removed, call CenterPoint Energy at 713-207-6555. 8 CenterPoint Energy Gas Facilities CAUTION: UNDERGROUND GAS FACILITIES Locations of CenterPoint Energy main lines (to include Unit Gas Transmission and/or Industrial Gas Supply Corporation where applicable) are shown in an approximate location only. 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. 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 CenterPoint Energy 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 CenterPoint Energy facilities, all excavation must be accomplished using non -mechanized excavation procedures. * When CenterPoint Energy 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. 24. Existing pavements, curbs, sidewalks and driveways damaged during construction by the Contractor shall be replaced by the Contractor at his expense. O Q' a z C oa nF U. d' OLL 0 N J M m 0 NORTH E STREET (UNIMPROVED) (Asphalt Pavement) 6Sd I n SWp x I o 1-6" 90° BEND I W BLIND FLANGE Wdiam Mh PROP. BOLLARDS 2 `I x 18.36 Rim 15" San. is"san. swr. / B PROP. 13 1 2"x24" PROP. 6" CURx � _ PANEL PROP. 8" REINFORCED CONC. ARCH RCP III EL. 17.03 iL 51TE PLAN V 12" STABALIZED SAND l is.4o EP PROP. 20 LF 13 ARCH RCP 19.14' EP 19.20 x 19.32 Q a 1111.86 8.80l �a a ° a ° a ya 1 .20 c ° a e 5a .. � ° Id Q I a a ° a o w 19.16 Pr.23 F! 1 84 0 d na .-19.50 . . ° a _ PROP. e 19.50 4 `t . e 'a ._ o . I ° .' v 'dia WWI-91 19.b ' ° Q c ° 4 �.. 2048TOP- ae °' a da. e Q o \ .° /°19.25 � 49.00 I a. °° 1P50 e9 a ° aX9:50.. 9.00EP 19.38d.•. 1450 '.. a 4a. 74. a TE PLAN n f' d ° a ° REPLAC \ I ° T d a 1950.. a c e 1950 e e a 1.° 'd �' "' a a' 19.10 a v 1'7.35' FL 12" 18.84 WM &Hose Bib 4 $ e 19.20 a 1 -� x MCP �19.32 e ' M. i3. !'EPI PPROP. P 13 1 2"x24" 19.20' EP ��' C 18.52' ARCH RCP IE EL. 17.15 PROP. 14 LF 10" ; I PROP. 18 LF 6" DIP FORCE MAIN x DIP FORCE MAIN REMOVE EXIST. I 1 r FORCE MAIN EXIST. T CHAIN LINK MANPROOF FENCE I PROP. 23 LF 1 r AND DOUBLE 6' GATES TO BE REMOVED \I DIP FORCE MAIN AND REPLACED x PROP. SERVICE POLE (SEE ELECTRICAL SITE PLAN) i x PR( PROP. 10" GATE VALVE I EXI.1 PROP. 10'x6" TEE LL o� 19.40' CID 1— t L1 LLI : Iz 1•-- E ai = fo Lr) {— d cr Q CD 12"-24" VARIES ALL EXTENSION ARMS SHALL HAVE A 45' o PROJECTION OUT io 12"-24" VARIES GENERAL SITE FENCING All Fencing Shall Be Manufactured & Installed Per Specifications Fence Detail Not to Scale —n" GATE POST ° W m z z Q M U w j O IY IL U) F- z w 2 Uj rY tZ 2 z O F- cl �~ z �tLO cm -j 9 z Z N o w xN • a m m o0 0 EL 0 EXIST. 15" INFLUENT SEWER REMOVE CONCRETE TOP, ACCESS HATCH, ALL PIPE VENTS AND ELECTRICAL CONTROL PANEL. REMOVE EXISTING CONCRETE SLAB CUT WALL AT THIS U REMOVE EXISTING F CONCREtE SLAB 1*ww1i1--1 NOT TO SCALE THIS LINE GROUND ELEVATION REMOVE 10" FORCE MAIN ENTERING THE STRUCTURE AFTER BYPASS PUMPING IS OPERATIONAL AND FITTINGS DOWNSTREAM ARE RESTRAINED. PLUG EXISTING HOLE ON THE SIDE OF WET WELL FROM EXISTING PIPING WITH NON —SHRINK GROUT. REMOVE CONCRETE DRY WELL FLOOR AND SMOOTH FINISH AROUND INTERIOR WALL. CLEAN AND PREPARE INTERIOR WALLS AND SURFACES FOR PROTECTIVE COATING. REMOVE WET WELL VENT PIPING REMOVE ALL WIRING . CONTROLS AND CONDUIT FROM STRUCTURE INTERIOR EXIST. 15" INFLU REMOVE SUMP PUMP AND PIPING FROM STRUCTURE REMOVE DRY WELL VENT PIPING MECHANICAL DEMOLITION NOT TO SCALE GROUND ELEVATION . Y BLIND FORCE _L PIPING AND OM INTERIOR OF NOTES: 1. CONTRACTOR SHALL SUBMIT A DEMOLITION PLAN COMPLETE WITH MEANS AND METHODS FOR APPROVAL BY ENGINEER BEFORE DEMOLITION CAN BEGIN. 2. ALL REMOVAL AND SALVAGE WORK SHALL COMMENCE ONLY AFTER SUITABLE BYPASS PUMPING FACILITIES ARE IN PLACE AND APPROVED BY THE CITY. 3. ELECTRICAL SERVICE FOR BYPASS PUMPING FACILITIES SHALL BE SUCH THAT THE EXISTING ELECTRICAL SERVICE MAY BE USED FOR THE DURATION OF THE BYPASS. NO BYPASS PUMPS OTHER THAN ELECTRICAL ARE ACCEPTABLE. 4. 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. 5. BYPASS PUMPING SHALL REMAIN INSERVICE UNTIL FINAL ACCEPTANCE OF THE PROPOSED IMPROVEMENTS BY THE CITY. 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. CONTRACTOR SHALL NOT ALLOW ANY DAMAGE TO WET WELL WALL .DURING CONSTRUCTION. ANY DAMAGE TO THE WALL WILL BE REPAIRED TO THE SATISFACTION OF ENGINEER AT NO ADDITIONAL COST TO THE PROJECT. 9. CONTRACTOR SHALL NOT ALLOW MATERIAL TO FREE FALL AND DAMAGE EXISTING FLOOR. 10. ENGINEER WILL INSPECT WET WELL FOR DAMAGE AFTER DEMOLITION HAS BEEN COMPLETED AND BEFORE REHAB COMMENCES. CONSTRUCTION SEQUENCE: 1. LOCATE 10" FORCE MAIN BEND BETWEEN STRUCTURE AND ROADWAY. CONSTRUCT 10" BYPASS RISER WITH VALVE ON EXISTING 10" FORCE MAIN AT WORK SITE. 2. CONNECT BYPASS PUMP TO 10" BYPASS AND PREPARE TO DIVERT ALL SEWAGE FLOWS FROM LIFT STATION 9. 3. ONCE BYPASS IS IN PLACE AND BYPASS PUMP IS OPERATIONAL PLUG 15" INFLUENT LINE TO LIFT STATION 9. BEGIN DEMOLITION AND CLEAN UP. 4. REMOVE CONCRETE TOP FROM STRUCTURE AS SHOWN ON PLANS. 5. REMOVE AND SALVAGE ALL PUMPS, PIPING, VALVES AND FITTINGS. THESE SHALL BE DELIVERED TO THE CITY OF LA PORTE SALVAGE YARD. CONTRACTOR SHALL COORDINATE WITH THE CITY OF LA PORTE. 6. BREAK OUT DRY WELL FLOOR/WET WELL TOP TO FACILITATE NEW PUMP AND PIPING INSTALLATION, AS PER PLANS. ---- 7. CLEAN STRUCTURE BOTTOM, FLOOR AND WALLS. PREPARE SURFACES FOR PROTECTIVE COATING. 8. CONTRACTOR SHALL INSTALL ALL REQUIRED HARDWARE AS PER PLANS AND MANUFACTURORS RECOMMENDATIONS PRIOR TO APPLYING PROTECTIVE COATING. 1 MK. I DESCRIPTION I DATE IOWN. ICHK. I ....................... JOHN D. RUDLOFF ....................... 83386 We CLAUNCH & MILLER INC. Engineering Consultants 4635 Southwest Freeway, Suite I000. Houston, Texas 77027 (713) 622-9264 . Fax (713) 622-9265 . www.claunchmillencom City of LaPorte, Texas i Lift Station #9 Improvement Project Mechanical & Structural Demolition No.: 04-034 SCALE: SHEET August, 2004 HORZ :, N/A VERT :. N/A 6v: C. Chudoba 1 er: T. Lane OF 13 DISCHARGE PIPING SUPPORT SEE DETAIL SHT. 7 6" VENT PIPE SEE DETAIL SHT. 7 O a z Z a W (= i >zw O m a o a m ¢ Z io O e CD M F- ti C/) d F-mz NJ�f� X 6" DRESSER —� I ® 6" DRESSER / \COUPLINGS COUPLINGS ' 6" CHECK VALVE 6" CHECK VALVE 6" PLUG VALVE 6" PLUG VALVE LEVER OPERATED — — LEVER OPERATED 6" PIPE — -® I ® 6" PIPE 10" x 6" TEE FLG —J 10" x 6" TEE FLG 2 new FLYGT NP3102.180 MT PUMPS, 464 IMPELLER, 4' DISCHARGE, 1740 RPM, 5 HP, 550 GPM @ 18' TDH L-10" 45 EL MJ L 1" AIR RELEASE VALVE SEE DETAIL SHT. 7 1 r PIPE PUMP LAYOUT PLAN VIEW NEW 10" FORCE MAIN CONNECT TO EXISTING 10" IN 5TH STREET. 1 W 45 EL MJ U w w IL z W Z N N N Z w� w c� aw ❑ m x� � 3 z 0 z� � • a a �m Uw Z)� Z a O a N M � U O e F- co Z N ...I CEO m MW TOP EL. 20.5' 2% h.. INTERMEDIATE GUIDE BAR BRACKET (USED FOR GUIDE BARS OVER 20 FT. LONG) FLOAT TYPE LIQUID LEVEL SENSOR (SEE ELECTRICAL DETAILS) ALARM ON 9.85 FT LAG PUMP ON 7.85 FT (LAG PUMP IS TO NEVER RUN) 2" GUIDE BAR (2X) STAINLESS STEEL (SCHEDULE 40 PIPE) LIFTING CHAIN, STAINLESS STEEL LEAD PUMP ON 1.625 FT FLYGT NP3102.180 MT PUMPS, 464 IMPELLER, 4" DISCHARGE, 1715 RPM, 5 HP, 550 GPM 0 18' TDH 15" INFLUENT PIPE MIN. LIQUID LEVEL MUST -NOT FALL BELOW TOP OF VOLUTE PUMPS OFF 0 FT 0 IN (ALSO ALTERNATES LEAD / NO LAG SEQUENCE) BASE ELEVATION OF WET WELL —1.85 Fl 6" VENT PIPE SEE DETAIL SHT. 7 UPPER GUIDE BAR BRACKET ACCESS COVER SEE NOTE 4 FLYGT CABLE HOLDER KITS 10 FT. 1" AIR RELEASE VALVE ASSEMBLY SEE DETAIL SHT. 7 1.1ii�673IR�[cl� 8" CONCRETE 2% n FURTHI OF ACC CEP NOTES: L ALTERNATE PUMP MANUFACTURERS WILL BE CONSIDERED. NEW CONCRETE SEE SPECIFICATIONS. TOP SEE DETAIL 2. LOCATE ANCHOR BOLTS USING CLEAR INSIDE EDGE OF - - SHEET ACCESS FRAME AND CENTER LINE OF PUMP AS REF. POINT. BOLT LOCATIONS MUST BE HELD TO MAINTAIN EXACT POSITION OF PUMP RELATIVE 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. 8. ONLY ONE PUMP SHALL RUN AT ANY TIME. NO LAG PUMP. I 9. 4" CONCRETE CORE SHALL BE TAKEN FROM THE FLOOR OF THE WET WELL AFTER CLEANING IS COMPLETE. IF AFTER TEST OF CORE SHOWS THAT THE EXISTING FLOOR IS NOT 12" CEMENT STAB. SAND II / / ADEQUATE, THEN 1 FOOT OF ADDITIONAL CEMENT SHALL BE io SELECT FILL / / PLACED TO MAKE A NEW STRUCTURAL SOUND BASE. V LATERAL PIPING SUPPORT (TYP.) SEE DETAIL SHT. 7 6"x4" REDUCER STD. CLASS 150 CI FLANGE (NOM. SIZE) F 1' OF CEMENT, REINFORCED AS SHOWN ON SHT. S1—B 3/4" STAINLESS STEEL ANCHOR BOLTS (2" PROJECTION & IMBEDED 7" WITH EPDXY INTO FLOOR OF LIFT STATION) TOP VIEW REF. POINT H DiA. GROUT CIRCLE D PUMP AND UPPER GUIDE BAR BRACKET TYP. D. WET WELL E PUMP AND UPPER GUIDE 3AR BRACKET TYP. (. WET WELL BOTTOM VIEW DIMENSIONAL CHART MODEL NOMIAL SIZE VERSION STATION COVER A B I C I D F G H R S T MW PL SIZE V W X Y Z AD CP/NP 4" MT 3 3/41 11 110 15 115 3/4 1 1 147146 1/2 1 13 1 4 3/4 22 11 FLED-13 36 x 60 157171 129 132 147F4 Lu z W a z C z Z • a m o a 4�f 0 o w d z z � u u Z ui W p u 5; =a ws 0 o b z �Q ¢a Z a O e LL N Q M F-' h � � Z O N _I1m (SEE NOTE 4), TYP em 2 — L3 x 3 x 3/8 316 SS — CONT. FULL PENETRATION WELD TO FORM C6 x 3 x 3/8 L3 x 3 x 1 /4 CL3/8" o DRAIN HOLE (SEE NOTE 3) CL DISCHARGE PIPE AS REQ'D SEE DETAIL E DISCHARGE PIPE WEL WELL A C13 C�DISCHARGE PIPE — SEE PIPE CLAMP DETAIL, THIS SHE 2" ET WET WELL TYP DISCHARGE PIPING SUPPORT PLAN FOR 2 PUMPS C DISCHARGE PIPE C13 / ` SEE FRAME CONNECTION C6 d L3 x 3 x 1/4DETAIL, THIS SHEET a 316 SS ' \ a a. 450 g. IL4x3x 1/4 316 SS V— (SEE NOTE 4), TYP D C13 TYP LATERAL PIPE SUPPORT FRAME SECTION C13 KJI NOT TO SCALE 9ID0 BEND, TY(' REDUCING BUSHING & NIPPLE, AS REQ'D DISCHARGE AIR RELEASE VALVE INTO WET WELL USING 316 SS PIPE, SEE PLAN & ELEVATION SHEET 8" 4„ 4" 5/ M 3" 3" / 3161SS I I L 1/2" 316 SS C6 — 316 SS �' CL CLEARANCE HOLE 5/16 FOR 2 — 3/4" m FULL CONC ANCHOR BOLTS PENETRATION (SEE NOTE 1) SECTION e C13 1 /2" 3/16 PL 1/2" 316 SS L4x3x 1/4� 316 SS CL CLEARANCE HOLE FOR 2 — 3/4"m CONC ANCHOR BOLTS (SEE NOTE 1) SECTION C13 NOTES 1. ADJUSTABLE PIPE SUPPORT ASSEMBLY TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. COLD GALVANIZING COMPOUND TO BE USED AS TOUCH UP AFTER INSTALLATION. AT CONTRACTOR'S OPTION, THE ADJUSTABLE PIPE 3ACKFLUSHING ATTACHMENTS SUPPORT MAY BE AN EQUAL PURCHASED PRODUCT AS V/ QUICK DISCONNECT MANUFACTURED BY MATERIAL RESOURCES, GRINNEL, OR OTHER MANUFACTURER. AIR RELEASE VALVE BLOW -OFF VALVE =T VALVE t N N 3/1E 3161 SS 41 // \\ L3 x 3 x 1/4 316 SS N CL CLEARANCE HOLE FOR 2 — 3/4"m CONC ANCHOR BOLTS (SEE NOTE 1) SECTION C13 NOTES: 1. CONCRETE ANCHOR BOLTS SHALL HAVE 6" MINIMUM EMBEDMENT AND SHALL BE TYPE 316 STAINLESS STEEL, PER SPECIFICATIONS. 2. SEE STATION AND STRUCTURAL DRAWINGS FOR DIMENSIONS AND INFORMATION NOT SHOWN. 3. DRILL 3/8" m HOLES, 1" OFF 0 OF C6 AT MIDSPAN BETWEEN LATERAL PIPE SUPPORTS TO ALLOW FOR DRAINAGE. 3 HOLES PER CHANNEL WHERE 2 LATERAL SUPPORTS REQUIRED; 2 HOLES PER CHANNEL WHERE 1 LATERAL SUPPORT REQUIRED. 4. SET 1/4" NEOPRENE GASKET ON WALL SURFACE IN SIKA 1A (OR EQUAL) SEALANT. 1/4V CONT C6 CHANNEL 316 SS 1/2 5/16 N WORK POINT L3 x 3 N, M � - - -/��_ -7 3/16 �/ / j L4x3�A. PL 3/8" / 3/8" PIPE CLAMP 316 SS — / ROLL TO PIPE O.D. — QL CLEARANCE HOLES FOR 1/2"m 316 SS BOLTS & HARDWARE (4 REQ'D PER PIPE CLAMP) GUSSET PL, 316 SS 3/8" x 7" x 1 H" FRAME IDETAIL NOT TO SCALE 6j (2x) 6" BLD. FLG. Q PROP. FORCE MAIN 8" CEMENT o. I .a 12" CEMENT STAB. SAND i PIPE SLEEVE CAST IN CONC. PAD 6" D.I. P. i PROP. 6' FORCE MAIN RADIUS OF SUPPORTED PIPE NOT TO SCALE �OD OF SUPPORTED PIPE CLEARANCE HOLES FOR 1 /2" 0 316 SS BOLTS FOUTSIDE RADIUS OF DISCHARGE PIPE + REQ'D THICKNESS OF GASKET C6 PL 3/8" o ° 316 SS i i i� CPL3/6 � a0 I i LATERAL PIPE SUPPORT ANGLE FRAME NOT SHOWN FOR CLARITY. 11 1 8" 8" PROVIDE NEOPRENE GASKET BETWEEN 9 5/8"(6") DISCHARGE PIPING AND MTL SURFACES. PIPE CLAMP IL NOT TO SCALE THRU (2x) 6"o9H°BEND DI, FLG SS BIRD SCREEN 6" O DI, SO FLANGE W/ COMPANION FLANGE SCH 40 STEEL NIPPLE STD GALV MERCHANT CPLG ;CH 40 STEEL NIPPLE /2" BOLT W/ RED HEADS D GALV COMPANION FLG 125# NOTE: PROVIDE 12"x12"x4" CONCRETE PAD WHERE REQUIRED. T TYP. SIDE VIEW 6" m DI, SPOOL FLG X PE N TOP OF EXISTING "' WET LL &VALVE VAULT g, 1.I� - P D�7 SLEEVED TOP OF SLAB PENETRATION n SAWED JOINT - (SEE NOTE 2) HORIZONTAL DOWEL (SEE NOTE 1) EXISTING REINFORCED CONCRETE PAVEMENT REINFORCEMENT SHALL BE #4 BARS @ 19' C—C EACH WAY \CONCRETE I ASPHALT HALF SECTION HALF SECTION REPLACED CONCRETE SECTION '."';• ; SHALL BE 2" THICKER THAN EXISTING PAVEMENT............ EXIST. SUBGRADE =`=`z ... 1i isit")JV..•1 MIN UNDISTURBED EARTH CEMENT STABILIZED SAND \ `;'.':: _`' `~= BANK SAND HAND TAMPED OR - COMPACTED WITH MECHANICAL COMPACTOR EQUIPMENT TO 95% STD. PROCTOR ALL DISTURBED AREAS -- SHALL BE SODDED. (NO SEPARATE PAY.) RANDOM BACKFILL MATERIAL HAND TAMPED OR COMPACTED WITH MECHANICAL COMPACTOR EQUIPMENT TO 90% STD. PROCTOR NOTE: 1. HORIZONTAL DOWELS SHALL BE 3/4 " BARS, 18" LONG, 12" C—C DRILLED AND EMBEDDED 9" INTO EXISTING SLAB W/ "PO —ROC' OR EQUAL. 2. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO PROVIDE A CLEAN JOINT. (NO SEPARATE PAY.) 2" H MAC —EXISTING ASPHALT FORCE .. R BEDDING D BACKFILL (FOR PIPE UNDER PAVEMENT) NOT • SCALE BANK SAND HAND TAMPED OR - COMPACTED WITH MECHANICAL COMPACTOR EQUIPMENT TO 95% STD. PROCTOR FORCE MAIN BEDDING (FOR PIPE UNDER NATURAL GROUND) FORCE MAIN BEDDING AND BACKFILL DETAIL (FOR PIPES UNDER NATURAL GROUND) NOT TO SCALE 8" ASPHALT STABILIZED BASE MATERIAL (BLACK BASE) EXIST. BASE MATERIAL MINIMUM TRENCH WIDTH PIPE TRENCH DIAMETER WIDTH (ID.) (in) (in) 4 18 6 18 8 24 10 26 12 30 15 30 16 32 18 32 21 34 24 36 THRUST BLOCK ►s t \joT TO SCALE Note: 6" I 1 /2" When curb is to be placed on existing concrete base r #5 @ 18" centers, 19' long, doweled and set in Po —Roc or Approved equal D #3 BAR CONTINUOUS, 18" LAPS 0 0 Zo D 1"R D � p � D o D 00 Q. 0 Finish to be accomplished by floating, steel trowelling and then brushing. Hand finish not required when curb is not poured by machine, but curb will have the same outside dimensions, and have a brushed finish. NEW CURB DETAIL NOT TO SCALE SAW CUT EXIST. ASPHALT 8" HMAC OR TYPE D ASPHALT 22-1/2 BEND TOP OF PAVEMENT #3 BARS WITH ASTM SPEC. NO. A-615-68 GRADE 40 DEF. #3 BARS CONTINUOUS a. 4 a d 2' 8" CONCRETE 12" CEMENT STAB. SAND ASPHALT PAVING HEADER NOT TO SCALE Orr rrninr �AT: Al l� LU O ` T° rn � a O M � U U) o I- m Z o� �0 N-IWm 12'-0" 0 12" O.C. c. \\ (T) & (B) HOCK EE o w W s 2 An' / ® a �XT &8(B) m w ° z SLAB FOE? FL ENING GT ACC E S DO COVER MODEL # FLED'713 C3 o oU N .. rn Lo #4®12" O.C. 2 #4 2 #5 X 5'-0" (T) (TYPICAL AT ALL CORNERS) TOP SLAB REINFORCEING PLAN -A SCALE: 1 2 = 1 -0 NOTE: 1. TOP & BOTTOM PLAN NORTH SOUTH BAR ARE PLACED IN 1st LAYER (OUTER MOST LAYER). 2. TOP & BOTTOM EAST WEST BAR ARE PLACED IN 2nd LAYER (INNER LAYER). TOP OF o II I EXISTING WELL —1 TL. 8.4811 VIF 4/ / B BOTTOM OF WET WELL EL. -1.85' BOTTOM OF ORIGINAL WET WELL EL. —2.83' N (TOP OF m j OLD SLAB 2 — 10y VIF I IMPROVED STRUCTURAL PLAN SCALE: 1 /2" = 1'-O" -#4 @ 24" O.C. EW 6" �wKS IIZmV' *�I PLAN TRUE EL. TOP 2 EXISTING EL. TOP 1 EXISTING - GRADE LE EL. 18.48' * * I ANGLE 3x3x% W/ %" DIA. WELDABLE GRADE 60 BARS- ® 12" O.C. MIN. 3 BARS PER SIDE. WELD TO ANGLE TO DEVELOP FULL STRENGTH OF BAR. 3 �Jl9 CLEAR OPENING, SEE PLAN - * o _ 1 o ° SEE SEE PLAN PLAN #4 ® FOR REINF 8" O.C. V—O" ° N SCALE: 1" NOTE: * COORDINATE DIMENSION WITH ACCESS COVER MODEL - FLED-13. * * COORDINATE WITH HATCH DRAWING ANGLE 3x3x% W/ 711" DIA. WELDABLE GRADE 60 BARS. — SEE DETAIL 2. 3" ° CLEAR OPENING, SEE PLAN * 4 SCALE: 1" = 1'-0" PLAN SCALE: 1" NOTE: * COORDINATE DIMENSION WITH ACCESS COVER MODEL - FLED-13. #5 x 2'-6" DRILL & EPDXY BOND INTO EXISTING WELL WALL ''-1" WITH PLAN - BOTTOM SLAB TOP OF SLAB - EL. -1.85' SCALE: 3 8 = 1 -0 NOTE: 1. VERTICAL DOWELS ARE NOT SHOWN FOR CLARITY. WALL OF EXISTING WET WELL 2" -SEE PLAN FOR REINF -il-T EXIST. WALL OF DRY WELL ° L I— EXIST. FLOOR OF DRY WELL F F C F R C R D EXIST. WALL OF WET WELL 2" c v)SC—ALE: 3" = 1'-O" WALL OF EXISTING WET WELL 2" s 2" THICK CEMENTTTIOUS GROUT CUT 7/8" WIDE GROOVE x 2" DEEP 5 BAR EPDXY BOND IN HE GROOVE PATCH GROVE IITH VERTICOAT OF EUCLID HEMICAL OR EQUAL LICK NTTTIOUS T ERIFY IN FIELD RESENCE OF WALL ONTINUOUS VERTICAL EINFORCING, IF EINFORCING IS NOT ONTINUOUS PROVIDE EINFORCING PER ETAIL -6. 100 MIL RAVEN �405 LINER —100 MIL RAVEN 405 LINER ALL AROUND GENERAL NOTES FOR STRUCTURES CoHmm 1. DESIGN SHALL CONFORM TO THE LATEST BUILDING CODE REGUIREMEN75 FOR STRUCTURAL CONCRETE (AII-318) WITH SPE IAL REQUIREMENTS OF ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURE(Aq-350) 2 ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE SO. ARRANGEMENT AND DETALS OF RBNFORdNG STEEL, INd.UONG BAR SUPPORTS AND SPACERS SHALL BE IN ACCIxRDANCE WITH THE ICA' ACI DETAILING MANUAL, UNLESS OTHERWISE NOTED. 3. ALL BLAB AND BEAM REINFORCEMENT SHALL HAVE A MINIMUM EXTENSION INTO THE SUPPORT IN ACCORDANCE W17H THE LATEST ACI CODE IF SUCH EXTENSION IS NOT POSSIBLE. BARS SHALL TERMINATE IN STANDARD HOOKS 4. HORIZONTAL WALL REINFORCEMENT AND TEMPERATURE REINFORCEMENT SHALL LAP A MINIMUM OF 1.7Ld AT SPLICES. WALL DOWELS AND WALL BAR EXTENSIONS AND ALL STRESS SPUCES SHALL LAP A MINIMUM OF 1.7 Ld, UNLESS OTHERWISE NOTED. 5. WALL OR COLUMNS SHALL HAVE DOWELS FROM FOUNDATIONS OR CONSTRUCTION BELOW OF SAME SIZE AND SPACING AS WALL OR COLUMN VERTICAL STEEL SEE FOOTING SCHEDULE 8. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL NOT BE LESS THAN THE FOLLOWING: - 51RUCIURAL MEMBERS FWNDATONS WADS AND SUSPENDED SABS--4000 PS • SLABS ON GRADE------------ . 4000 PSI LEAN CONCRETE CLASS B--------- —, _-_—_ 1500 PS . GMT FILL CLASS H -- ------ 3000 PSI h v SCALE: 3" = 1'-0" 7. UNLESS OTHERWISE MOWN, THE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS TOP AND BOTTOM OF FORMED SLABS------_-- TOP OF WALK AND DRIVEWAY SLABS--------__----_—_2 SURFACES IN CONTACT WITH UQUID -- __—_--_—___—__—_ 3 BOTTOM OF SLABS ON FILL OR SQL LESS THAN 12• THiq<---------- i 1/z• 19, OR OVER IN THICKNESS WITH POURS LESS THAN 10 FEET HIGH-__—_r 12" OR OVER N THICKNESS WITH POURS MORE THAN 10 FEET HIGH-- 2 1/9' & HORIZONTAL AND VERTICAL CON5IRUCTON JONTS SHOYM OR NOTED ON THE PLANS ARE RECOMMENDED. ANY DEVIATION FROM 7HOSE SHO'hN SHALL HAVE APPROVAL OF THE ENGINEER. 9. ALL E#POSFD EDGES OF BEAMS COUMNS SLABS AND WALLS SHAD. BE CHAMFERED 3/4 UNLESS MASONRY OR 07M MEMBERS ARE ERECTED FLUSH WITH THEM. 10. REFER TO ARCHITECTURAL. PROCESS, MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL SLEEVES PIPES CONDUTTS AND MISCELLANEOUS ANCHORING DEVICES TO BE INCORPORATED IN THE CONSIRRICTION SmIGTI R o 1. STRUCTURAL STEEL_ SHALL CONFORM TO THE LATEST AISC *SPECIFICATION FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. ALL SDAWTLRAL SBT. SLID. BE AM A36 Al MR 9141. BE HOT OP GAWMIKD 2 ANCHOR BOLTS AND MSC EMBEDDED STFFI ELECTRICAL PLAN LEGEND SYMBOL DESCRIPTION .E— UNDERGROUND CONDUIT — EXPOSED CQNDUrr ----- HIDDEN CONDUrr O GROUND WELL DUCTBANK SECTION 0<---- AREA LIGHT 0 JUNCTION BOX LIGHT LINEWEIGHT (EXISTING) HEAVY LINEWEIGHT (PROPOSED) SERVICE POLE e (NOTE 2) E4 AREA LIGHT E4 POLE v FXT100 IL II J W 1 E E I. w E E E E E—� SER101 IPFIDD IPF2D0 y F—IT 1C DUCTBANK (TYPICAL) MIN. a' .SPACE 'a F PER NE 4 n a d d IlL4•l1 E 1'. CONTROL e PANEL E2 FLOATS MPBOX E4 E4 (NOTE 10) NOTE 11 & 12 7 J SEE CIVIL PLANS FOR LEVELS PROPOSED DUCTBANK WITH RED CONCRETE ENCASEMENT d (QTY. VARIES) CONDUIT SPACER .o \- #4 REBAR CONDUIT DEPTH PER NEC (-IYP) (TYPICAL ALL DUCTBANKS) SEE CONDUIT 2. SERVICE EQUIPMENT DETAILS ARE SHOWN DIAGRAMMATICALLY ON PLANS. INTERCONNECTION DIAGRAM, INSTALLATION SHALL COMPLY STRICLTY WITH LOCAL POWER COMPANY STANDARDS IN THIS SHEET _ — — _ EVERY RESPECT. CONSULT LOCAL POWER COMPANY FOR REQUIREMENTS FOR THIS - SPECIFIC PROJECT BEFORE STARTING CONSTRUCTION. COORDINATE LOCATION OF SERVICE OUTLET. ALLOW FOR ALTERNATE LOCATION IN BID. VERIFY MAXIMUM / — — — — AVAILABLE FAULT CURRENT AND PROVIDE EQUIPMENT TO WITHSTAND CURRENT RATING / / \ ACCORDINGLY. CONTROL PANEL E2 (NOTE 9) WM8, Hose Bib LIFT PUI J-BOX I (NOTE 1 / 3. CONDUITS SHALL NOT BE ROUTED ACROSS WALKWAYS, PATHS OF ACCESS, TRAVEL OR FLOATS 4 /// FLTT01 S�°��) 6 \�\ \\ EGRESS. ROUTE BENEATH GRATING, IN CONCRETE STRUCTURES OR AROUND J-BOX(NOTE 11) E4 \ \ EQUIPMENT. DO NOT ROUTE IN CONFLICT WITH OTHER PIPING, CONDUITS, EQUIPMENT (NOTE 10) E4 �/ \ \\ OR STRUCTURES. FLT100 1 .®E A 11I-7 -7 LPF200 I i \ \ 4. FIELD VERIFY EXACT LOCATION OF ALL UNDERGROUND PIPES, CONDUITS, AND STRUC- \\ TURES BEFORE DIGGING. REPAIR ANY DAMAGE DONE TO ORIGINAL CONDITION. - \ 5. PROVIDE 36" MINIMUM WORKSPACE IN FRONT OF ELECTRICAL EQUIPMENT. t I 6. DO NOT CUT PAVEMENTS. PUSH PIPE SLEEVE UNDERNEATH AT MINIMUM 24" BELOW SUR- FACE. SLEEVE INSIDE DIAMETER TO BE 1.5 TIMES OUTER DIAMETER OF CONDUIT. I.• 7. CONTRACTOR SHALL READ ENTIRE CONTENTS OF SPECIFICATION 16012 AND OTHER RE- 1 FERENCED SPECIFICATIONS CONTAINED THEREIN BEFORE BIDDING ON THIS PROJECT. LPF201 n\t�_ a / FAILURE TO DO SO IS AT CONTRACTORS RISK AND AT NO ADDITIONAL COST TO OWNER. E \ — - - -_ / / 8. POWER COMPANY METER SHALL BE LOCATED SUCH THAT IT IS ACCESSIBLE AND READABLE FROM OUTSIDE FENCE. \ LPF100 \ " n=n \ \ 6VENTu_u� �u_ll� / / 9. REFER TO TYPICAL CONDUIT INTERCONNECTION DIAGRAM' ON THIS SHEET FOR SITE \ \ PIPEo_ao_a / / CONDUIT TERMINATION POINTS. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD P) =9 3 SELECTING OPTIMUM' ROUTING OF CONDUITS. 0) E4 E=� E==9� / LPF101 i i / / 10. LOCATE J-BOXES TO ALLOW CODE CLEARANCE ACCESS. 11. WHERE OZ GEDNEY CSBE CONDUIT SEALS ARE INDICATED, MINIMUM CONDUIT SIZE \ E!t Ec=�� / / SHALL BE 1-112". \ ` _CL --' 12. CABLE HOLDER LOCATION SHOWN FOR CLARITY. FIELD LOCATE. E-_-_ E-=-_ 13. REMOVE UNUSED SERVICE EQUIPMENT AND DROP. 6" PIPE _ 6" PIPE 14, ROUTE PUMP CONDUITS FROM J-BOX TO ACCESS HATCH IN TOP SLAB OF LIFT STATION. NEW 10" FORCE MAIN CONNECT TO EXISTING 10"' IN 5TH STREET. NOTE 5 )1 M )( pV���lA1 4'diam. Mh 15" San. Swr_�_ ------ \\ 0 15" San. SWr. _— -- / w L ND e) E4 I I V 01 � �o I I SEE LIFT / _ STATION I I / \\ SHEEPLANT THIS \ I LLJ MM / \ -' `� / I w GJ or Ln NOTE 13 & 14 73 f 0 'rCL ryQ \�' a� of �"PP I .. c- -AREA LIGHT 2 (NOTE 9) .4 SERVICE POLE 1 (NOTE 8 & 9) E4 ELECTRICAL SITE PLAN SCALE: 1—=5'-0" MK. I DESCRIPTION I DATE I DWN. I'CHK. REVISIONS__ __ M1 CHAL SHRADER °o s-o .....$0 40269 CLAUNCH & MMLER,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000. Houston, Texas 77027 (713) 622-9264 . Fax (713) 622-9265 . www.claunchmiiter.com IN SHRADER ENGINEERING COMPANY Electrical Mechanical Engineers Tel: 7'13A5,9 61"� Fax: 713465.65028f0nw w.slma2dernst5 El ❑❑R These dmwIngo may not be co Led or m roduced (or purposes other than this project unless authorized �n writing 8y Shmdar Fngine.ring Company. ('20a4 IGINEER: I.DESIGNER: ICHECKED BY: IDATE CHKD.: IDRAWN BY: City of LaPorte, Texas Lift Station #9 Improvement Project ELECTRICAL SITE PLAN .toe No.: 04-034 SCALE: SHEET DATE: AUGUST, 2004 AS NOTED E7 FKD N9 i U W � Q B aa.. z (I) z N ~ �m U W oa W w z Za O Inc G U N ❑ Lu cc o: Z o o I � U) Q aI—�Z o u- .- O a E U m W `m 0 0 In ONE —LINE DIAGRAM LEGEND SYMBOL DESCRIPTION • CONTACT POINT CIRCUIT BREAKER 1 TSTARTER CONTACT 10 3o MOTOR ETM ELAPSED TIME METER INDICATING LIGHT A -AMBER; B-BLUE G-GREEN; R-RED; W-WHITE A HAND -OFF -AUTO MS MOISTURE SENSOR hTEMPERATURE SENSOR r1W SPACE HEATER 4 JUNCTION. OR TERMINAL BOX j FUSE LIGHTING TRANSFORMER MLO MAIN LUG ONLY GB GROUND BAR PFCC POWER FACTOR CORRECTION .�j♦ CAPACITOR SURGE PROTECTOR/ LIGHTNING ARRESTOR UNIT NAMEPLATE SCHEDULE NO. DESCRIPTION 1 LIFT PUMP No. 1 2 LIFT PUMP No. 2 3 LIGHTING PANEL MAIN BREAKER 4 LIGHTING PANEL 5 PHASE FAILURE BYPASS 6 CONTROL POWER ON 7 BEACON 8 LIFT PUMP No. 1 OVERTEMP ALARM 9 LIFT PUMP No. 2 OVERTEMP ALARM 10 LIFT PUMP No. 1 SEAL FAILURE ALARM 11 LIFT PUMP No. 2 SEAL FAILURE ALARM 12 HIGH LEVEL WET WELL 13 RESET 14 SILENCE 15 TEST 16 LIFT PUMP No. 1 OVERLOAD ALARM 17 LIFT PUMP No. 2 OVERLOAD ALARM 18 HORN 19 FLOOD LIGHT 20 RESET MINI -CAS PUMP No. 1 21 RESET MINI -CAS PUMP No. 2 NATURAL GRADE - 480/277 VOLT, 30, 4 WIRE BY POWER CO. ,,JRVICE #2 NEU 200A 3P MAIN BKR. I480V, 30 NOTE 7 ' I KAIC (MIN.) 1-#6 1 #2 B.C. N i GND. WIRE G �4 X20' Cu SELF GND ROD CONTAINED M METER ALARM BEACON ALARM HORN �i t� a a o F-17 ®.O♦®® F-57 7a I F-7-1 ,e RESET®♦�®♦ r1_01 f� FETM ETM .®..®..®. ®M12 •©• •©• ® DPI TM m T� Q Q 00 20 0 MYERS RECEPTACLE HUB (GFI) (TYP.) U,I MOTOR CONTROL PANEL (MCP) NEMA 4X S.S. - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - MLO 48OV, 200A CU BUS BRACED TO 22KAIC � I MCP MCP I 12P I (NOTE 4) (NOTE 4) PFR 2-#12 1 11 #6 .G♦ .G♦ 5KVA GB ETM ETM 0:110o/240V I HO HO 3-#8 A A CAB. 400A MCB HEATER 120V L ------ #2 B.C. ---------- - ------� CABINET HEATER & 20A 1P 20A 1P I GND. WIRE PFCC s♦ PFCC q♦ I COOLING FAN 20A 1P 20A 1P PUMP CONTROLS I (NOTE 5) (NOTE 5) I SPARE —ALARM CONTROLSI LPF100 LPF200 I LIFT STATION I 20A 1P 20A 1P —RECEPTACLE �4 m X LIGHTING 20A 1P 20A 1P „ GND. ROD LPF101 LPF20b SPARE SPARE (NOTE 2) (NOTE 2) ( NOTE 3 I L------------------------I MS MS 7.5 7.5 TS TS LIFT PUMP No. 1 LIFT PUMP No. 2 HOFFMAN NEMA 4X (S.S.) ENCLOSURE (LOCKABLE); PROVIDE SWING -OUT PANEL & BACK PANEL -� CIRCUIT r� INTAKE' GRILL, FILTER & SUPPLY FAN W/RAIN CAP SHOWN W/0 DOOR FOR CLARITY NATURAL GRADE -\ I I II I I I I I I II I ( I I j j j l TO SERVICE POLE -•— r I I ( I I I --2—� TO PUMP NO. 1 (NOTE 6) TO LIGHT POLE �______// \\ ----�� TO PUMP NO. 2 (NOTE 6) SWING —OUT PANEL ARRANGEMENT NOTES: 1. ALL ENCLOSURES ARE TO BE MINIMUM 4X STAINLESS STEEL.: 2. COORDINATE EXACT CONDUIT SIZE REQUIREMENT WITH MANUFACTURER CABLE(S) SIZE, USE MINIMUM21/2'C. 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 RECOMMEW DATIONS FOR .95 P.F. MOUNT CAPACITORS TO BACK SIDE OF CONTROL PANEL WITH P1000 (S.S.)UNISTRUT SUPPORTS AND 316 (S.S.) HARDWARE. 6. WHERE MULTIPLE CABLES ARE FURNISHED WITH PUMP, PROVIDE ADDITIONAL CONDUITS. 7. MOUNT SURGE PROTECTOR/LIGHTNING ARRESTOR IN NEMA 4 (PAINTED) ENCLOSURE. SEE SPECIFICATIONS. INSTALL CONDUCTORS AND LARGEST GROUND WIRE SIZED PER MANUFACTURERS RECOMMENDATIONS, SECURE GROUND WIRE TO STRUCTURE AS REQUIRED TO COMPLY WITH NEC SECTION 250-64. ELECTRICAL LOAD ANALYSIS AMPS LOAD mA oB (DC LIFT PUMP No. 1 7.5 HP 11 11 11 LIFT PUMP No. 2 7.5 HP 11 11 11 LV TRANSFORMER 5 KVA 11 - 11 25% OF LARGEST MOTOR 3 3 3 TOTAL LOAD 36 25 36 SERVICE AMPACITY ® 480/277 VOLT, 3PH, 4 WIRE 200 200 200 SPARE AMPACITY 164 175 164 CALCULATED MAXIMUM FAULT CURRENT = 11,000A RATE ALL SERVICE EQUIPMENT MINIMUM 22KAIC .ONE —LINE DIAGRAM FUSE HOLDER EN GF -► fit Wi PHASE FAILURE RELAY RELAYS (TYPICAL) 1 CAP CONDUIT FEEDER SCHEDULE CONDUIT NUMBER CONDUIT QUANTITY CONDUIT SIZE FROM TO CONDUCTORS REMARKS SER100 * * POWER Co. MAIN BKR. * *SEE SERVICE FEEDER TABLE FOR SIZE SER101 * * MAIN BKR. CONTROL * *SEE SERVICE FEEDER TABLE FOR SIZE LPF100 O * *. CONTROL PANEL LIFT PUMP No. 1 J-80X * +4-#14 SEE 460V MOTOR TABLE FOR SIZE LPF101 1 21e No F1 PUMP u BOX' No. 1, MANUFACTURER'S CABLES NOTE 2 & 6 LPF200 All * CONTROL PANEL LIFT `.PUMP No. 2 J-BOX * +4414 SEE 460V MOTOR TABLE FOR SIZE LPF201 1 21e No 2 PUMP LIFToP PUMP MANUFACTURER'S CABLES NOTE 2 & 6 FLT100 1 11f2" CONN OL FL OATS 8-#14+1-#14 GNDPAL _ FLT101 1' 21F1" jLOBOX FLOATS MANUFACTURER'S CABLES NOTE '2 FXT100 1 1" CP NEOL SIL I FLOODTE LIGHT 3-#12+1-#12 GND - JGR=JCRV1l.C, err=un rumr rccuuc, ru—rwAt, rAt=rtAIURM , SERVICE FEEDER PHASE CONDUCTOR AND ': ®®®®®®0®0®000®®0 r ° r r rmmm IIIiYi ®®®Ii.Yi ®I�®��II�®IIII�III�III��II� DROP NEUTRAL AFTER FIRST OVER CURRENT PROTECTION DEVICE UNLESS A STANDBY; GENERATOR IS PROVIDED. 1/0 MINIMUM FOR PARALLEL CONDUCTORS PER NEC CAPACITOR & CIRCUIT SCHEDULE MOTOR HP WA_ CONDUCTORS CONDUff OCPDTRIP AMPACITY 5 1.5 3- 12 10C — 7.5 1.5 3- 12 10C — 10 2 3— 12' 1"C — 15 4 3— 12 20 5 3- 12 inc 25 6 3- 12 1'C — 30 7.5 3— 12 1"C — 40 10 3- 12 1' C — 50 12.5 3— 12 1"C — 60 15 3— 12 10C — 75 17.5 3— .10 1"C — 1,00 22.5 3- 8 10C — 125 30 3- 6 10C 150 35 3— 6 ' 10C — 200 45 3— 4 1"C 80 250 60 3-11 1IeC 125 300 70 3— 1 1WC 125 350 80 3-1 0` 1WC 150 400 90 3-2 0 11h"C 175450 90 3-2 0 lleC 175 L.2-00 100 3-3 0 1WC 200 s bUt ItAbW UN NIU11 trrWitNUT: IMU 11 M, 4BOV, 3PH MOTORS 460V MOTOR DEVICE TABLE HP LOAD -AMPS LOAD +25%P * TTR: STR. SIZE CDT QUAN. CDT. CDT. SIZE CONDUCTORS PHASE GROUND UAN. SIZE UAN. SEE —5 1-8 2-10 15 FVNR 1 1 1" 3 #12 1 1 1 #12 7 11 14 20 FVNR 1 1 1" 3 #10 1 #12 10 14 18 30 FVNR 1 1 1" 3 #10 1 #10 15 21 27 50 FVNR 2 1 1" 3 #8 1 #10 0-25 27-34 34-43 50 FVNR 2 1 f 3 8 1 #10 30 40 1 50 1 60 FVNR 31 1 11 3 #6 1 8 0-50 52-65165-821 100 FVNR 3 1 11T 3 #3 1 6 60 77 1 97 1 150 FVNR 4 i 1'IF -3 2 1 6 75 96 1 120 1250 FVNR 4 1 2" 3 T 1 6 100 124 155 200 RVAT 4 1 2" 3 2 0 1 #4 125 156 195 250 RVAT 5 1 2" 3 4/0 1 #4 150 180 225 250 RVAT 5 1 21¢' 3 250 1 4 200 240 300 350 RVAT 5 1 3" 3 Boo 1 #2 250 302 378 450 RVAT 6 2 2W 3 470 1 1 0 300 361 452 600 RVAT 6 2 350' i 1 0 350 414 518 700 RVAT 6 2 500 1 1 0 400 477 597 800RVAT6 2 E 600 1 1 452515644 NO 800RVAT 7 2 600 1 1 0 500 738 1000 RVAT7 3 400 1 1 1 1 0 ;IF UUMVIIWUt SILt W11H MUIUK MANUFAGIURER: AUJUST GND CONDUCTOR SIZE ACCORDINGLY MK. DESCRIPTION I DATE DWN. CHK. REVISIONS 2 01 i r CHAL SHRAOER r P�O0•,��40269 rre F'•.�?sreR�`���'�� KMCLAUNCH & MILLER,WC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 • Houston, Texss 77027 M3) 622.9264 4+ax CM) 622.926S . www.claunchmlllercom SHRADER ENGINEERING COMPANY Electrical/Mechanlcal Engineers 10497 Town & Gountry Wey, Sulte 400 Houston, TX 77024-1118 ❑ El ❑ El 713.467.9961 Fes: 713A65.6502 - www.shradecnet These drawings may not he copied or n 7duded (or purposes other than this project unless authorked In writing By .Shredar Engineering Company. ©2�4 ENGINEER: IDESIGNER: IDLFCKED BY: 18—TM IDR WN BY: CWSCity of LaPorte, Texas Lift Station #9 Improvement Project ELECTRICAL ONE -LINE DIAGRAM Job No.: 04-034 Scale: SHEET Date: AUGUST, 2004 E2 Own By: Chkd By: OF U L O O_ z z Z LU L6 o am LU I' O z 0) C a _Z a O E U. O Q ti COr O z CD LL N � p 0 ,.. N_J m 48OV, 30 All, Bm 00 3A FUSES PHASE 20A/1 P FAILURE RELAY 1 2 120 VOLT PHASE FAILURE BYPASS 3 PFR 4 5 FS1 FS2 6 7 ALL - PUMPS OFF LEAD I H L N I H L N S 9 10 I1 A POWER ON NOTE: ALL INDICATION LIGHTS ARE PUSH -TO -TEST DIVERSIFIED ELECTRIC #ARB-120-ABA NOTES: 1, VERIFY PUMP PROTECTION MODULE REQUIREMENTS WITH PUMP MANUFACTURER AND PROVIDE MODULES AS SHOWN WHERE REQUIRED. DELETE WHERE NOT REQUIRED, 2. 1F FLYGT MIN -CAS IS USED FOR MOTOR PROTECTION,PROVIDE SEPARATE RESET FOR EACH UNIT ON FACE OF PANEL AND REWIRE ALARM LIGHTS TO FUNCTION FROM MIN -CAS CONTACTS. 120V 3. PUMP STATION INTERIM CONTROLS ARE DESIGNED FOR ONLY ONE LIFT PUMP TO 37 20A/1 P — 120V CONTROL POWER OPERATE AND TO ALTERNATE BOTH PUMPS FOR EQUAL RUN TIME. REMOVAL OF M1 AND RESET el—S EC, M2 INTERLOCK CONTACTS IN EACH MOTOR START CIRCUIT WILL ALLOW A LEAD/LAG ♦ TD2 LP 1-O T (NOTE 2) CONTROL POWER TRANSFORMER PUMP OPERATION FOR FUTURE USE. - 38 CR2 TDO NC 120V 4. FOR PILOT AND MISCELLANEOUS' CONTROL DEVICES SEE SPECIFICATION 16936. INTERNAL CR2 CR2 39 MOTOR 0/L'S �-- • R -- OVERTEMP L.P. #1 ALARM CPT-N 24V 40 0 PI NOTE 2 MOTOR ' SEAL LEAK TEMP LP2-OT (NOTE 2) DETECTOR DETECTOR RESET 41 NC CR3rQ -1 f A CR3 GR3� ♦ ::1L. P. #2 S 42 I M OVERTEMP L.P. #2 LALARM NOTE 1 i PUMP NO. 1 PROTECTION MODULE 1 43 OT NOTE 2 LP7-SF M1-0T LP1-SF-- -- 44 CR4 CR4 CR4 LP1 L. P. # 1 OT 45 SEAL FAILURE MOTOR ALARM SEAL LEAK TEMP LP2-SF (NOTE 2) - 46 CR5 DETECTOR DETECTOR RESET 47 CR5 CR5SEAL FAILURE n F' LIFT PUMP #1 CALLED LP1-OL ALARM NOTE 1 (NOTE 2) PUMP NO. 2 PROTECTION MODULE 48 CR6 LP2-SF M2-OT LIFT PUMP #2 CALLED CR6 CR� ♦ L. P. #T 49 OVERLOAD LP2-OL LP2 50 CR7 OT CR7ZCR7 ♦ L. P. #2 51 TEST I IN OVERLOAD 52 FS4 CR2 F 53 _ 54 CR3 H L N 10 SEC. CR4 20 TD 55 CR8 LAG H 0 A ® M2 CR1 CR2 TD-M1 3 OL'S CR5 CR8 CR88® 21 �o-- �-- c M1 ; P MP #1 LIFT 56 Q RX1 04 1-0 CRIB ON -OFF ♦ ROTATING BEACON 22 1_ i (NOTE 3) TD 5 SEC. 57 R �11 CR7 CR9 ON -OFF♦ 23 ♦ 58 E SIL C El. CR8 24 M1 G�® 59 CR9 . RUN 25 120V.t off-- 60 CR9 26 0 ♦ M1 CR1 CR3 TD-M2 3 012S LIFT o-- /(NOTE TDC M2 �L� PUMP #2 61 120A/1P 27 4 RX2 4 F" )I, 3) TD 15 SEC. 62 28 29 30 31 32 33 34 35 36 11 5 { DUPLEXOR 12 1 13 RX 14 RX 16 FS3 17 18 TH N 19 • M2 GFI RECEPTACLE M2 ♦ 63 CLOSES ON TEMP EfM 120A/1P DROP TO 89F. '♦ RUN 64 J M1 M2 CABINET HEATER G 12oVj��,2oV---o L-J i r10T 65 CLOSE ON TEMP RISE FAN 66 67 20A/1P1 p A (SEE MOTOR PROTECTION MODULE CONTROL DIAGRAM, 68 THIS SHEET) P.E. SWITCH r------1 69 FLOODLIGHT 70 C ' L---_-- CO TN ROL�.DIAGRAM NOTE 4RO(CONTINUED) CONTROL DIAGRAM LEGEND Symbol Description -�- CIRCUIT BREAKER 3 OL'S OM -, MAGNE 7C MOTOR STARTER CR CONTROL RELAY - 4 POLE UNIVERSAL - PLUG IN TD TIME DELAY RELAY LED TYPE PILOT LIGHT PUSH -TO -TEST W-WHITE; ;R-RED; G-GREEN --- THERMOSTAT BELL M ELAPSED TIME METER L SPACE HEATER -irTDa- CONTACT ON TIME DELAY RELAY TOC TIME DELAY CLOSE AFTER ENERGIZATION pp�� -moo- ON -OFF SWITCH ,_ rLz- PUSH-BUTTON M M -I HOLDING COIL CONTACT (NORMALLY OPEN -NORMALLY CLOSED) -� RCR - CONTROL RELAY CONTACT (NORMALLY OPEN -NORMALLY CLOSED) 1O ITEM MARK (SEE SPECIAL DEVICE SCHEDULE) ♦ ITEM LOCATED ON FACE OF SWING -OUT PANEL OF LIFT STATION CONTROL PANEL HOA --o O HAND -OFF -AUTO SWITCH F FLOAT SWITCH 1 MK. I DESCRIPTION I DATE I DWN. I CHK 11 10 ................. Y ®� �� CHAL SHRAER 0 s ... .....P 1�0,%4�40269 .'�„ I �d FS. • �ISTER� �" 1%tOsAL' CLAUNCH & MILLER,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 • Houston, Texas 77027 (713) 622.9264 .Fax (713) 622.9265 . www.claunchmillercom SHRADER ENGINEERING COMPANY Electrical/Mechanical Engineers Tel: 713A679861n� sew w.sh2dereete R❑.❑0 Fu: 7134858502 " Theea drowinga moy. not be co tad or re roduced for purposes other than this pmJeet unieas. authorizewriting gy shred.,Engineednq company. ©2004 DESIGNER: - CKED BY: KD.: BY: (CH 'DA4EC ENGINEER: ITAA ITAAWN City of LaPorte, Texas Lift Station #9 Improvement Project ELECTRICAL CONTROL DIAGRAM Job No.:04-034 Scale: SHEET Dote: AUGUST, 2004 NTS own By:00 E3 N Chkd By: OF I U I c w W z z a z Q o M a F- U W O a W o w N I Z W w a, 0w _ � WO a z W • a OL 03 a, 0 ¢ Z c. O o u_ N rn n oI-,Z u_ O N J CO 0 NOTES' 1 KELLUM GRIPS ARE REQUIRED ON ALL SUBMERSIBLE CABLES. 2. MOUNT SURGE PROTECTOR/LIGHTNING ARRESTOR UNIT ON BACK OF SERVICE POLE. SUPPORT WITHP1000 UNISTRUT (S.S.) AND 316 S.S. HARDWARE. 3. ROUTE TO MAIN SERVICE BREAKER. SECURE GROUND WIRE TO STRUCTURE AS REQUIRED TO COMPLY WITH NEC SECTION 250.64. WEATHERHEAD 4. WHERE OZ GEDNEY CSBE CONDUIT SEALS ARE INDICATED, MINIMUM CONDUIT SIZE SHALL BE 1 Y2", UNLESS NOTED OTHERWISE. 7-POINT -__ RACK MIN 15' AFG 480/277V, 3PH, 4W SERVICE HUBBELL MHK-0250H-268, CONDUIT 120V, METAL HALIDE, 250W, BRONZE CLAMP P7000 WITH PHOTOCELL UNISTRUT NOTE: WHERE PUMP'HAS TWO NOTE: WHERE PUMP HAS TWO CABLES, PROVIDE ADDITIONAL CABLES, PROVIDE ADDITIONAL CONDUIT AND CONDUCTORS CONDUIT AND CONDUCTORS - 25' CREOTE OR ACCORDINGLY CONCRETE AIM AT LIFT STATION ACCORDINGLY SERVICE POLE CONTROL PANEL PROVIDE NAMEPLATE PROVIDE NAMEPLATE ON FACE OF J-BOX DOOR (TYP.) ON FACE OF J-BOX DOOR (TYP.) TERMINAL STRIP 10' BRONZE STEEL POLE P1000 (S.S.) (CONTROLS) P1000 (S.S.) MAIN BREAKER IN UNISTRUT RACK UNISTRUT RACK, , SURGE PROTECTOR/ r NEMA 4X (S.S.) LIGHTNING ARRESTOR 0 ENCLOSURE ALL CONDUCTORS ALL CONDUCTORS (NOTE 2) I HOFFMAN J-BOX RATED ®600V HOFFMAN J-BOX RATED 0600V (SHOWN W/COVER REMOVED) COVER ®J REMOVED) (NEMA 4X S.S.) PROVIDE UNISTRUT (NEMA 4X S.S.) BACK PLATE - BACK PLATE MNTG. BRACKET GROUND LUG TERMINAL STRIP GROUND LUG TERMINAL STRIP METER OM SWITCH (TYPICAL) (POWER) (TYPICAL) 1/2"x18" ANCHOR CONDUIT 6 .-CONDUIT SEAL e BOLTS (TYP) 12' ABOVE SLAB E4 12" ABOVE SLAB SEAL E4 e Lu EYS W/NON—HARDENING 2 B.C. GND WIRE EYS SEALANT(NON_HARDENING SEALANT (TYP.) 1 (NOTE 3) CONCRETE FOUNDATION 2 eC,W/ 0 8—#7 REBAR W/#4 REBAR 2 WC yy/ FLEXIBLE FLOAT TIES ® 12" O.C. FLEXIBLE PUMP FLOAT CONDUIT FACTORY CABLES FACTORY CABLE I� ILI o. 3/4%40' Cu GND ROD - NATURAL GROUND �(I \�`==3 ' -' TO CONTROL PANEL S.S. J-HOOK W/S.S. PLATE S.S. ANCHOR to w F3 0. 90 F2 L'i En F1 HATCH 0 CONDUIT SEAL e E4 - S.S. CABLE - 316 S.S. CLAMP EACH 5'-0" PVC COATED WEIGHT #6 Cu ji IT �, a o o a o 0 POWER TOP OF x 20' Cu I I �(� '� CONTROLS D LIFT u a LIFT TOP OF GND ROD �I (�j -CONDUIT 8 a ; .. STATION b p STATION SLABa EXOTHERMIC II' (IJ+I WELDED II 3" RED CONC CONNECTION �) /— r-p,n�pf•UVKIT S.S. EXPANSION S.S. III 4 E4 MK. DESCRIPTION DATE - OWN. CHK. REVISIOALS OFso y�1q •e o,.•••CHALSHRADER e0,• 40269 , 0� t, � • `cG STERN .�_,: dFS•' 1....••'G,- d'' ZONAL 'E: CLAUNCH & NULLER,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 • Houston, Texas 77027 (713) 622.9264 .Fax (713) 622.9265 . www.claunchmillercont SHRADER`ENGINEERING COMPANY Eleetrlcal/Mechanical Engineers a� FM Suite 8 02 aw shraadennett 0 0 F Tel: 7 3A6 8a61 Thesedrawings may n°Fbe wDDted or 9epy Shradar°Engine03 °thePthan C 2004 this project unless 'authorized m writin D 9. Com airy. (pGNER: TAAIDIH.FCKED ttY: IB 4-04 KD.c ITA�A WN BY: CWSINEER: City of LaPorte, Texas Lift Station #9 Improvement Project ELECTRICAL DETAILS SHEET Job No.: 04-034' Scale: SHEET Date: AUGUST, 2004 NTS Dwn By: Chkd By: OF