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HomeMy WebLinkAboutLIFT STATION #38 REHABILITATION00 M F # iN Z O z i N 0. z LL Z a J a - U. m O o Z O o g i> �� a Q t— O - 1 a Cl)ll� m ;I LWL1 oWLL p0. NWU� `l I I { i i o:r-WLK O\ Bayou FIe< APar W) k I L9� I i Bay 1 Forest i Golf qi i! ( t�l OAKHU (RESENT urrnRF VIEW GALVESTON -- I' LA PORTE CITY -- G ------ N UB u ¢,MEADOWL WN J' _ - I a'. FOREST yPtJ �- FOREST r z C`'':SEAGRAV F w o m cwnRFAC ES PRIVATE UTILITY LINES APPROVAL: SBC TELEPHONE CO. (Valid for One Year) (APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED.) CENTERPOINT ENERGY GAS FACILITIES CENTERPOINT ENERGY POWER FACILITIES (Valid at Time of Signature Only) (APPROVAL FOR UNDERGROUND CONDUIT ONLY, UNLESS OTHERWISE NOTED) ICdI� Not to Scale ag°3»M= I LS No. 38 1 r. Georgia . • , Mosteit Chuck Engelken Howard b •w MAYOR CuoAlton E. Porter Black�; .+ Tommv Moser LouisRigby Mike Clausen Ron Bottoms Claunch & Miller, Inc. Engineering Consultants 4635 Southwest Fnvy, Suite 1000 Houston, Texas 77027 Phone (713) 622 - 9264 • Fax (713) 622 - 926 • www.claunchmiUer.com INDEX TO SHEETS Sheet No. Description 1 Cover Sheet 2 General Notes 3 Existing Site and Demolition Plan 4. Proposed Site Plan 5. Proposed Mechanical Plan and Section 6. Lift Station Details 1 7. Lift Station Details 2 8. Structural Details 9. Electrical Symbols, Lighting Schedule, and Abbreviations 10. Electrical Site Plan It. Electrical One -Line Diagram 12. Electrical Control Diagram 1. Electrical Details Sheet 1 14. Electrical Details Sheet 2 RECORD DOCUMENT 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... The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 " DATE: October, 2009 SUBMITTED BY: JOHN PETERSON, P.E. Claunch 8 Miller, Inc. DATE: DATE: AUGUST, 2008 JOB NO.: 08-034 w '1 Z Z O Z N" Q N i a e 0. - ft7 =2 � LL_ Z _ _d a LL O In Zy OF �¢ _ 0 � a Q Z 0 in oww0 N10C-4 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. 1I 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 Contractors 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- toined 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 Exsting). 17. 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. 18. 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. 19. 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. 20. Trees within the Street Right -of -Way shall not be removed nor disturbed. Where tree roots must be cut, obtain Citys concurrence and follow the repair methods 24. 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 1910.180(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 (713)-207-7777 for the lines to be de -energized and/or moved at your expense. 25. 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. 26. 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. DEMOLITION NOTES: 27. Contractor shall submit a Demolition Plan complete with Means And Methods for approval by Engineer before demolition can begin. 28. All removal and salvage work shall commence only after suitable bypass pumping facilities are in place and approved by the City. 29. 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. 30. 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. 31. Bypass pumping shall remain inservice until final acceptance of the proposed improvements by the City. 32. 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 adherence to City, State, and Federal regulations. 33. Salvaged pipes, valves, fittings, controls, wiring, and other suitable materials not reused in these improvements shall be delivered to the citys yard. The Contractor shall contact the City for the address of the recieving location. Pipes, valves, fittings, controls and other material deemed unsalvageable by the City shall be disposed of by the Contractor at no additional cost to the contract. 34. 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. 35. Contractor shall not allow material to free fall and damage existing floor. 36. Engineer will inspect wet well for damage after demolition has been completed and prior to rehab commencing. CONSTRUCTION SEQUENCE: 37. Connect bypass pump to 6" bypass and prepare to divert all sewage flows from lift station. 38. Once bypass is in place and bypass pump is operational plug influent lines to lift station. Begin demolition and clean up. 39. Remove steel top and wet well walls from structure as shown on plans. 40. Remove and salvage all pumps, piping, valves and fittings as shown. Those salvaged components shall be delivered to the City of La Porte salvage yard. The Contractor shall coordinate with the City of La Porte as to delivery times. 41. Clean structure bottom, floor and walls. Contractor shall apply 1" cementitious wall lining to existing surface to provide a smooth surface for the epoxy coating. Prepare surfaces for protective coating (raven 405). 42. Contractor shall install all required hardware as per plans and manufacturors recommendations prior to applying protective coating. described in the Specifications. . 21. 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. 22. 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. 23, Existing pavements, curbs, sidewalks and driveways damaged during construction by the Contractor shall be replaced by the Contractor at his expense. .qRl: - ® OVERHEAD FACILITIES ARE NOT SHOWN. THE LOCATIONS OF SBC UNDERGROUND FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. e THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 0 WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF SBC FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING THE CONTRACTOR SHALL EXPOSE THE SBC FACILITIES. 0 WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO SUCH FACILITIES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL ADEQUATELY BRACE THE POLES FOR SUPPORT. CenterPoint Energy Power Facilities Overhead lines may exist on the property. We have not attempted to mark those lines since they are clearly visible, but contractor shall locate them prior to beginning any construction. Texas law, Section 752, Health & Safety Code, forbids all activities 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 CenterPoint Energy at (713)-207-7777. CENTERPOINT ENERGY GAS FACILITIES - CAUTION: UNDERGROUND GAS FACILITIES )cations of CenterPoint Energy main lines (to include Unit Gas Transmission id/or Industrial Gas Supply Corporation where applicable) are shown in an )proximate location only. Service lines are usually not shown. Our signature i these plans only indicates that our facilities are shown in approximate cation. It does not imply that a conflict analysis has been made. The )ntractor shall contact the Utility Coordinating Committee at (713) 223-4567 1-800-669-8344 a minimum of 48 hours prior to construction to have ain 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 status 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. is contractor is fully responsible for any damages caused by his failure to Kactly locate and preserve these underground facilities. RECORD DOCUMENT 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October,2009 PRIVATE UTILITY LINES SHOWN SBC APPROVED FOR UNDERGROUND CONDUIT FACILITIES ONLY. DATE SIGNATURE VALID FOR ONE YEAR I MK, I DESCRIPTION I DATE I OWN. I CHK. i CLAINCII & MII,LER,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 • Houston, Texas 77027 (713) 622-9264 . Fax (713) 622-9265 . www.claunchmillencom City of LaPorte, Texas Public Works Department Lift Station 38 JOB No.: 08-034 SCALE: SHEET DATE: August, 2008 HORZ VERT DwN BY: P. Ryan CHKDBY: J. Peterson OF 14 0- 0 L It NOTES: 1. PROPOSED TOP OF LIFT STATION SHALL BE 1.5' ABOVE THE 100 YEAR W.S. ELEVATION OF 12. 2. PROPOSED STEEL PLATFORM RAILS AND STAIRS ARE TO MEET ALL OSHA STANDARDS. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE cnir_IniccD ni IDInIr_ 'TUG ci IPRAIT'TAI DQnrf=ec DP[r)P SEE NOTE 4 TBM: TOP EXIST. SAN. SWR. MANHOLE SOUTHEAST CORNER, OUTSIDE OF LIFT STATION 38 TOP RIM ELEVATION = 9.13 i =LEND C - TOP OF CURB L - FLOWLINE ELEVATION OP - TOP OF PAVEMENT PRIVATE UTILITY LINES SHOWN SBC APPROVED FOR UNDERGROUND CONDUIT FACILITIES ONLY. DATE SIGNATURE VALID FOR ONE YEAR RESTRAINED FLANGED COUPLING ADAPTOR, -SEE DETAIL 4" CHECK VALVE, APCO 6000 CLW TYP 4" KNIFE GATE VALVE, FABRI-VALVE C/F 134 TYP BLIND FLANGE 6" X 4" TEE CL PUMP — ti o E 6" SPOOL CL PUMP 6" X 4" TEE E AIR & VACUUM VALVE & PIPING, SEE DETAIL---- i 6" SPOOL --- -/ E 6" 90°"ELL 4 Z O00 , f— .W... Cl) �....... U) Z u, 006 Z CJ Pa 0w '= 0- _ - J U. Q ELL _ Z 0 = r w t o 0 o¢g 6 OV w M �o 8 o( -1 �U) i Ca 0 o UJ W0 i-;I,L� ,SL'7J � WET WELL VENTING SEE DETAIL �14R 8'-631 PLAN VIEW @ GRADE SCALE: 112" = 1'-0" CE PUMP — 0 — r CL PUMP — DISCHARGE PIPING SUPPORTS, PLACE 5'-0' INTERVALS, SEE DETAIL SH EXISTING WET WELL STRUC FLYGT FLE-0-6 FOR PUMP ACCESS HATCH. A SAFETY NET SYSTEM,"HATCH NET" SHALL BE PROVIDED OR EQUAL q WET WELL J J w f�— W SECTION SCALE: 112" = 1'-0" 'LYGT PUMP MODEL NO. 2.181.168 MT, 5HP, 1745 RPM IOUT FILL 10% TO PUMPS NOTES: WELL VENT PIPE, SEE _ DETAIL THIS SHEET I. FLYGT PUMPS WILL BE THE ONLY 4" KNIFE GATE VAL MANUFACTURERS ALLOWED FOR THIS PROJECT. W/RISING STEM AND HANDWHEEL THE PUMP(S) SHALL BE CAPABLE OF HANDLING RAW UNSCREENED SEWAGE PASSING 2 Ih-INCH DIAMETER SHERES . 4" CHECK VALVE 2. LOCATE ANCHOR BOLTS USING CLEAR INSIDE EDGE OF ACCESS FRAME AND CENTER LINE AS REF. POINT. BOLT LOCATIONS MUST BE HELD TO 6"x 4" TEE MAINTAIN EXACT POSITION OF PUMP RELATIVE TO ACCESS FRAME. I 3. GROUT OPENING FOR ACCESS FRAME. PIPE EL. 10.50 4. STAINLESS STEEL HEAVY DUTY SINGLE ACCESS — COVER AND FRAME AVAILABLE FROM PUMP DRILL NEW RCP FOR 4' PIPE MANUFACTURER. 1 WITH LINK SEAL LS-475-8 5. CONFIGURATION AND DIMENSIONS SHOWN ARE OR APPROVED EQUAL MIN. REQUIREMENTS FOR FLYGT PUMPS ONLY. CONCRETE ALL DETAILS, INCLUDING TYPE, LOCATION AND PIPE SUPPORTS ARRANGEMENT OF VALVES, PIPING, ACCESS —T COVER AND FRAMES, ETC. ARE DEPENDENT ON PUMP AND MANUFACTURERS CONFIGURATION. 8' CONCRETE PAVING ALL DIMENSIONS SHALL MEET THE ACCEPTABLE PUMP MANUFACTURERS REQUIREMENTS. 12" C-SAND 6. FOR OUTLINE DIMENSIONS OF PUMP SEE MANUFACTURERS DWG. 7. ALL NUTS, BOLTS, WASHERS, ETC. INSIDE AND OUTSIDE OF WET WELL SHALL BE STAINLESS STEEL. 8. DESIGN FOR DUPLEX OPERATION, ONE PUMP DISCHARGE PIPING SUPPORTS, PLACE AT SHALL HANDLE PEAK FLOW. NORMAL RUN 5'-0' INTERVALS, SEE DETAIL SHEET. — SECOND PUMP AS ALTERNATE. SECOND PUMP MAY RUN WITH FIRST PUMP ONLY DURING EMERGENCY OPERATIONS. 9. IF AFTER A CITY REPRESENTATIVE EXAMINES THE EXISTING WET WELL STRUCTURE RCP —� EXISTING FLOOR AND IT IS FOUND INADEQUATE, THEN I FOOT OF ADDITIONAL CEMENT SHALL BE CORROSION RESISTANT LINER ON WET PLACED TO MAKE A NEW STRUCTURALLY SOUND WELL STRUCTURE BASE. 10. ALL INTERIOR CONCRETE WET WELL SURFACES SHALL RECIEVE A I" THICK CEMENTITIOUS APPLICATION TO MEET INSPECTION SMOOTHNESS ALARM ON EL 1.10 F4 PRIOR TO CORROSION RESISTANT COATING PUMP #2 ON EL 0.75 (F3) APPLICATION. II. ALL INTERIOR CONCRETE WET WELL SURFACES PUMP #1 ON EL -0.97 (FZ) SHALL BE COATED WITH "RAVEN 405" ,TO RECOMMENDED THICKNESS, AFTER CLEANING AND INSPECTION. NO COATING SHALL BE MADE UNTIL OWNER APPROVES OF INTERIOR WALL CONDITIONS. 12. SEE DETAIL AND STRUCTURAL DRAWINGS FOR DIMENSIONS AND INFORMATION NOT SHOWN. 12. CONTRACTOR TO CONFIRM SIZE AND LOCATION OF ALL PUMPS OFF EL -3.75 (FI) THE WET WELL HATCHES PER SELECTED PUMP MANUFACTURER'S REQUIREMENTS. 14. DIMENSIONS NOTED ARE RELATIVE TO THE PUMP SIZE AND MANUFACTURER SELECTED. CONTRACTOR (4) 4' EXPANSION ANCHOR BOLTS SHALL VERIFY. DRILLED AND SET INTO FLOOR FOR 15 INSTALL KNIFE GATE VALVES TO OPEN UPWARD AND EACH PUMP BASE ELBOWS TO CLOSE TO A SEATING POSITION, RISING STEM W/HANDWHEEL. 16. INSTALL CHECK VALVES SO THAT THE WEIGHT LEVER POSITION IS APPROXIMATELY 450 BELOW THE VALVE HORIZONTAL CENTER LINE IN THE CLOSED POSITION; AND APPROXIMATELY 450 ABOVE THE VALVE HORIZONTAL CENTER LINE IN THE FULL OPEN POSITION. Ma T 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October, 2009 3" GALVANIZED STEEL WET WELL VENT WITH SS BIRD SCREEN 4' 90° ' `STAINLESS STEEL GUIDE RAILS AS F FLYGT PUMP REQUI REMENTS 4" DISCHARGE PIPING I Top of STATION EL. 13.50 100 YR. FLOOD EL 12.0 1 r PROP. TOP TO NEW ELEVATION AS REQUIRED. EL. 8.4 r--- CONC PVMT EL VARIES 12" C-SAND 8' CONCRETE PAVING SST FLOAT CABLE SEE ELECTRICAL DETAILS FLOAT SWITCHES SEE I ELECTRICAL DETAILS SST LIFTING CHAIN (IL 10 F4 F3 EXIST. 10- INFLUENT F2 SEWER FL -0.97 (2) - FLYGT PUMP MODEL NO. CP3102.181.168 MT, 5HP, 1745 RPM NON SHRINK GROUT FILL I SLOPE 10% MIN TO PUMPS FI ,. EXIST WET WELL BOT EL -4.75 SECTION A -A SCALE: 112" = 1'-0" HANDRAIL POSITION VENT TO PREVENT OBSTRUCTION OF HANDRAIL N �— TOP OF WET N � WET WELL VENTING 30 GALVANIZED STEEL 900 ELBOW SEAL WALL PIPE TO RAVEN DRILL NEW RCP FOR 3" PIPE LINER PER MANUFACTURER'S WITH LINK SEAL LS-315-9 OR STANDARD DETAILS AND APPROVED EQUAL RECOMMENDATIONS. TYPICAL WELL VENTING PIPE NOT TO SCALE PRIVATE UTILITY LINES SHOWN SBC APPROVED FOR UNDERGROUND CONDUIT FACILITIES ONLY. DATE SIGNATURE VALID FOR ONE YEAR I MK. I DESCRIPTION I DATE I OWN, I CHK. 1 CLAUNCH & MILLER,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 • Houston, Texas 77027 (713) 622-9264 • Fax (713) 622-9265 . www.claunchrailler.cotn City of LaPorte, Texas Public Works Department Lift Station 38 Proposed Mechanical Plan and Station Jos No.: 08-034 SCALE: SHEET DATE: August, 2008 As Noted OWN BY: P. Ryan CHKDBY: J. Peterson OF 14 00 �Z�''1 Lo_ r C N Ld NO Ia" Ld 0. ' U) x _ ~ LL Z J J Z a ' LL OFw m = Z UJ a 0 ¢ a Q O o In n im °)=HtL W U. O CD �, NQ'JtD i 'I '9 REINFORCEMENT SHALL BE #4 BARS 0 18" SAWED JOINT C-C EACH WAY (SEE NOTE 2) HORIZONTAL DOWEL CONCRETEiASPHALT (SEE NOTE 1) HALF SECTION (HALF SECTION EXISTING REINFORCED CONCRETE PAVEMENT REPLACED CONCRETE SECTION SHALL BE 2" THICKER THAN EXISTING PAVEMENT. EXIST. SUBGRADE UNDISTURBED EARTH CEMENT STABILIZED SAND BANK SAND HAND TAMPED OR - COMPACTED WITH MECHANICAL COMPACTOR EQUIPMENT TO 95% STD. PROCTOR 2" IIN. NOTE: 1. HORIZONTAL DOWELS SHALL BE #6 REBAR, 18' LONG, 12" C-C DRILLED AND EMBEDDED 9" INTO EXISTING SLAB W/ "PO -ROC" OR EQUAL. 2. ALL EXISTING PAVEMENT SHALL BE 2" HMAC SAWCUT TO PROVIDE A CLEAN JOINT. (NO SEPARATE PAY.) —EXISTING ASPHALT ALL DISTURBED AREAS SHALL BE SODDED. (NO SEPARATE PAY.) FORCE MAIN BEDDING AND BACKFILL DETAIL (FOR PIPE UNDER PAVEMENT) NOT TO SCALE 2' TAPER TO MATCH EXIST. PVMT. SURFACE SAW CUT EXIST. PVMT. SURFACE TO PROVIDE SMOOTH JOINT SURFACE OF PROP. 2" H.M.A.C. OVERLAY SURFACE OF EXIST. PVMT. Dv. . EXIST. FLEXIBLE PVMT. `v �c BLACK BA°E I ' a .. SCALE ASSEMBLY ,4" GATE POST PROP. rr CONCRETE CURB e 3'-6" Side View Detail A -A N.T.S. I.URO "a, E e ° PVMT COLUMN e FOUNDATION _ 8" ASPHALT STABILIZED BASE MATERIAL (BLACK BASE) RANDOM BACKFILL MATERIAL HAND TAMPED OR COMPACTED —� WITH MECHANICAL COMPACTOR EXIST. BASE EQUIPMENT TO 90% STD. MATERIAL PROCTOR BANK SAND HAND TAMPED OR - 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 _1A' 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 NOTES: 1. INSULATE THE REDUCED PRESSURE BACKFLOW PREVENTER TO AVOID FREEZING. 2. THE REDUCED PRESSURE BACKFLOW PREVENTER'S DISCHARGE OPENING IS TO BE A MINIMUM OF 12 INCHES ABOVE THE GROUND ELEVATION OR 100 YEAR FLOOD ELEVATION WHICHEVER IS GREATER. (RPBP) LINE LINE VALVES VALVES OR REMOVABLE CURB HANDLE(TYP) STOPS 90" BEND 90"BEND SMALLER DIAMETER COUPLING FLOW SHALL BE THREADED UNION (TYP.) TOP OF GROUND ELEVATION iD I OR STEEL PIPE i 9p" I CONCRETE BLOCKING I 90" BEND i AND R P B P SUPPORT i BEND WATER SUPPLY ON SITE MAIN WATER MAIN ��, _, itu fir+ DISSIMILAR MATERIALS W MAXIMUM COUPLING AS REQUIRED PIPE SUPPORT TO WATER METER REDUCED PRESSURE BACKFLOW PREVENTER DETAIL NOT TO SCALE SINGLE CANTILEVER ROLLING GATE DETAIL NOT TO SCALE - SHOWN WITH CHAIN LINK SITE FENCING ALL FRAMEWORK AND FENCE FABRIC TO BE HOT GALVANIZED. FENCING FABRIC TO INCLUDE PVC VERTICAL SLATS, COLOR TO BE APPROVED BY OWNER. CONTRACTOR TO PROVIDE LOCKING MECHANISM FOR r. GATE. SAW CUT EXIST. CONCRETE MIN. V-8" TOE WALL 8" THICK 9 3/4" BRONZE HOSE BIBB (SEE NOTE 1) 3/4" HOSE BIBB VACUUM BREAKER (WATT NO. 8A) ✓ACY SLATS (GRAY) TO FASTEN TO HANDRAIL/BOLLARD 1 INTO 6' HIGH CHAIN E FREEZE PROTECT WATER LINE 3/4" SCH. 40 P.V.C. POTABLE WATER LINE ° a a ° NOTES: 1.PROVIDE WARNING SIGN WHEN HOSE BIB IS USED FOR NON' -POTABLE WATER. 2.FOR STANDARD NON -FREEZE HOSE BIB, SEE BELOW Standard Hose Bibb Detail Scale: Not to Scale 8"CONCRETE °a e ° ` .. PAVING HEADER 12"CEMENT STAB. SAND NOT TO SCALE NOTE: FOR REINFORCING SEE CONCRETE PAVING DETAIL Note: 112" When curb is to be placed on existing concrete base #5 @ 18" centers, 10" long, doweled and set in Po -Roc or Approved equal �— #3 BAR CONTINUOUS, 18" LAPS THRUST BLOCK SEE FENCE DETAIL SEE NEW CURB DETAIL #4 BARS @ Is- C-C EACH WAY 8" CONCRETE SLAB w' NATURAL GROUND 2' DOWELS 94 BARS @ Is- CC #4 BARS CONTINUOUS, 18" LAPS 3 12"CEMENT STAB. SANG FENCE POSTS SET AS PER FENCING DETAILS 8" Mil CONCRETE PAVING DETAIL NOT TO SCALE Finish to be accomplished by flooding, 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 RECORD DOCUMENT 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The'originai seated design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October,2009 BEND 22-1/2 BEND PIPE SIZE 90' BEND 45' BEND 22 1/2' BEND A 6 X A B X A B X 3" 12" 6" 1 6" 9" 4" 4" 6" 3" 3" 4' 12" 9" 1 6" 12" 6" 6" 9" 4" 4" 6" 21" 12" 9" 15" 9" 6" 12" 5" 6" 8" 24" 18" 12" 1 20" 1 12" 1 9" 15" 9" 6" 10" 2'-6" 24" 16" 9" 18" 12" 9" 12" 3'-6" 24" 18" 2'-6" 18-1 12" 24" 1 12" 9" 2'-6" 24" 3'-6" 1 24" 1 18" 2'-6" 1 18" 12" TOP OF PAVEMENT #3 BARS WITH ASTM SPEC. NO. A-615-68 GRADE 40 DER #3 BARS CONTINUOUS e • a.• 11A x .. A. III PRIVATE UTILITY LINES SHOWN SBC APPROVED FOR UNDERGROUND CONDUIT FACILITIES ONLY. DATE SIGNATURE VALID FOR ONE YEAR NOT TO SCALE 0 w z Z N w m _ 0. = as m zz Z a - Z30 _ 0 a:X 0. 0 a 00 1 a j a ~ a a _ w z, tfLN z q ..IJ y.. ® 0 w �o - zo 0.0 p a �.O ,Q m nQtj_� (D3:ALL owwo CL DISCHARGE PIPE (SEE NOTE 4), TYP WET WELL AS REQ'D SEE DETAIL E G1'6 I I 2—L3'x3x3/8 90' BEND, TYP UNION NOTES: BACKFLUSHING ATTACHMENTS _ REDUCING BUSHING W/ QUICK DISCONNECT 1. ADJUSTABLE PIPE SUPPORT ASSEMBLY TO BE HOT & NIPPLE, AS REQ'D DIPPED GALVANIZED AFTER FABRICATION. COLD 6 (2x ) GALVANIZING COMPOUND TO BE USED AS TOUCH UP AIR RELEASE VALVE AFTER INSTALLATION. DISCHARGE AIR RELEASE VALVE INTO WET WELL AT.CONTRACTOR'S OPTION, THE ADJUSTABLE PIPE SUPPORT MAY BE AN EQUAL PURCHASED PRODUCT AS USING 316 SS PIPE, SEE MANUFACTURED BY MATERIAL RESOURCES, GRINNEL, PLAN &ELEVATION SHEETS BLOW —OFF VALVE OR OTHER MANUFACTURER. INLET VALVE RADIUS OF _\ OD OF SUPPORTED PIPE 0 J THRU (2x) / �S - 316 SS — CONT. FULL I a Al A a A a w esa ev a ss A w a® % a A a a a s A .w w ®® ma a s s SUPPORTED PIPE 'y PENETRATION WELD TO 'UL AIt:Lt L t A%*j%*jtMt5LY FORM C6 x 3 x 3/8 _ �_ DISCHARGE PIPE I L3 x 3 x 1/4 __-____316 SS__-_^ _ WET WELL 1 A I\l, C13 I _ ISCHARGE PIPE I I SEE PIPE CLAMP DETAIL, THIS SHEET 2. ( - I O 3J8"0 DRAIN HOLE (SEE NOTE 3) I I 5/ FULL TYP DISCHARGE PIPING SUPPORT PENETRA PLAN FOR 2 PUMPS NOT TO SCALE SCH 40 STEEL NIPPLE 20' �w STD GALV MERCHANT Cl c� SCH 40 STEEL NIPPLE 8" 4" 4" 101, STD GALV COMPANION FLG 125# N '5/16 1 1/2" 3 1/2" 1/2" NOTE: PROVIDE 12"x12"x4" CONCRETE N 3" I 3" PAD WHERE REQUIRED. PL 1 /2" N \ N �/ U T PIPE U T 316 SS PL 1 /2" i H� LO I I �LL 1/2" 316 SS CIB — 316 SS M CL CLEARANCE HOLE FOR 2 - 3/4"0 CONC ANCHOR BOLTS (SEE NOTE 1) SECTION Kew C13 316 SS � I I a Ix3x1/4 316 SS N C LCLEARANCE HOLE FOR 2 - 3/4"0 CONC ANCHOR BOLTS (SEE NOTE 1) SECTION C C13 NOTES: 1. -CONCRETE ANCHOR BOLTS SHALL HAVE 6" MINIMUM lollEMBEDMENT AND SHALL BE TYPE 316 STAINLESS STEEL, PER SPECIFICATIONS. 1 1/2" 3 1/2" 1/2" 2. SEE STATION AND STRUCTURAL DRAWINGS FOR RGE PIPE C DISCIC6 DIMENSIONS AND INFORMATION NOT SHOWN. C13 /�\SEE FRAME CONNECTION 3 16 //4 3• DRILL 3/8"? HOLES, 1" OFF _ OF C6 AT MIDSPAN DETAIL, THIS SHEET I ,, PL 1/2 BETWEEN LATERAL PIPE SUPPORTS TO ALLOW FOR DRAINAGE. L3 x'3 r- 3 HOLES PER CHANNEL WHERE 2 LATERAL SUPPORTS .d 316 SS I `1 316 SS REQUIRED; 2 HOLES PER CHANNEL WHERE 1 LATERAL SUPPORT REQUIRED. I I �- ' 4. SET 1/4" NEOPRENE GASKET ON WALL SURFACE IN ° a i 00 - _ SIKA 1A (OR EQUAL) SEALANT. 45' L4 x 3 x 1/4 A., 316 SS NOT TO SCALE L4 x 3 x 1/4 1L CLEARANCE HOLE 4 STD. STRENGTH GALV. 316 SS FOR 2 - 3/4"0 STL. PIPE FILLED WITH a� CONC ANCHOR BOELT) CONC., CROWN TOP SECTION D C13 PROVIDE 2-2" WIDE (SEE NOTE 4), TYP STRIPS OF D REFLECTORIZED TAPE ON C13 BOLLARD 1/4 PL 3/8" TYP LATERAL PIPE SUPPORT FRAME CONT C6 CHANNEL 316SS / / 3/8" PIPE CLAMP 316 SS - SECTION A ROLL TO PIPE O.D. C13 1 3" MIN NOT TO SCALE 5/16 N WORK POINT I_ i I I I x 3 iv N � � I V7 \ I 00 ____________ — ___________ j I— M � I 7�—___—__—_—_ TION 3/1 i� ��' ' CL CLEARANCE HALES FOR 1 /2"0 316 SS BOLTS & HARDWARE (4 REQ'D PER PIPE CLAMP) L4x 3 u-. GUSSET PL, 316 SS 3/8" x 7" x 10" FRAME L";'ONNECTIJ DETAIL NOT TO SCALE CONCRETE TO N.G. OR TOP OF PAVING ECG\ ■• •'.+ 1/2"0 316 SS BOLTS + REQ'D THICKNESS OF GASKET OUTSIDE RADIUS F DISCHARGE PIPE C6 PL 3/8" _ 316 SS tO °i -- -- o PL 3/8" 00 16 SS00 I -LATERAL PIPE SUPPORT ANGLE FRAME NOT SHOWN FOR CLARITY. 11 1 8" 8" PROVIDE NEOPRENE GASKET BETWEEN DISCHARGE PIPING AND MTL SURFACES. PIPE CLAIMIP' DETAIL NOT TO SCALE 13 NOT TO SCALE o 1 fV s Pw a RESILIENT CONNECTOR 2'-0" MIN 31 1 ; MIN SLOPE FOUNDATION PLAN 2: •I I I I ( I III III Jill III • IIIIIIIIIJ S , .,� .._.... NOT TO SCALE NOT TO SCALE RECORD DOCUMENT This Record Document has been prepared based on information provided b others. The Design Professional has Y 9 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October,2009 23 } DIA STANDARD MANHOLE FRAME & COVER SEE DETAIL. SEE NOTE 5 IDENTICAL ADJUSTMENT RINGS SECTION TO BE COMBINED - AS NECESSARY (NOTE 2) AND SEALED WITH APPROVED SEALANT RESILIENT CONNECTORS FOR A WATER TIGHT SEAL BETWEEN MANHOLES AND SEWER PIPE SHALL CONFORM TO ASTM C-923: CAST IN GASKET CONNECTION AS PER PIPE MANUFACTURER'S REQUIREMENTS BETWEEN MANHOLE AND SEWER PIPE. 4'-0" DIA PRECAST CONCRETE BASE SECTION PRECAST OR PREMIX CONCRETE INVERT NOTES' U-4 RESILIENT REPAIRED MANHOLE DETERMINES SECTIONS NECTOR (TYP) 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED E1. 1 FOR A COMBINED ADJUSTMENT HEIGHT OF AT LEAST 12 . THE TOTAL HEIGHT OF THE gDJUSTMENT RINGS SHALL NOT EXCEED •— 1-6. 3. MANtj•OLE WALL THICKNESS FOR DEPTH EXCEEDING 12'-0 SHALL BE DETERMINED TO MEET LOADING 6. CONDITIONS. 4. MANHOLE DROP AND INTERSECTING PIPES SHALL BE INSTALLED AS PER SPECIFICATIONS. • 5. SEAT MANHOLE FRAME IN SEALANT PER SPECIFICATION, 6. OMIT CEMENT MORTAR WHEN MANHOLE IS — CEMENT STABILIZED PROVIDE 6" BASE LOCATED IN PAVED AREAS. SAND FOUNDATION ` EXTENSION FOR ALL 7• PROVIDE BACKFlLL TO MATCH ADJACENT PIPE TRENCH BACKFlLL PER SPECIFICATION. DEPTHS FROM MANHOLE SECTI N A COVER TO INVERT GREATER THAN 15 FT SANITARY SEWER 4'-0" DIAMETER PRECAST CONCRETE MANHOLE NOT TO SCALE 1 f- TYP. 0 PRIVATE UTILITY LINES SHOWN SBC APPROVED FOR UNDERGROUND CONDUIT FACILITIES ONLY. DATE SIGNATURE VALID FOR ONE YEAR I Ml I DESCRIPTION I DATE I DWN. I CHK. I IMMCLAUNCH & MMLERJNC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 • Houston, Texas 77027 (713) 622-9264 . Fax (713) 622-9265 . www.claunchmiller.com City of LaPorte, Texas Public Works Department Lift Station 38 Lift Station Details II No.: 08-034 as SCALE: a SHEET August, 2008 As Noted 7 BY: T Lane BY: J. Pete Y J J W � � 3 #5 REBAR, DRILL & EPDXY w TO EXISTING WET WELL 3 iv 2' MIN, LAP I, BOTTOM OF WET ® #4 @ 24" O.C. w MIN WELL IMPROVED EW 6 J U • s— —T a j -� 'a —moo a z�, O tSl N . WET WELL EXISTING z o Do NOT TO SCAL #5 x 2'-6" DRILL & EPDXY BOND INTO EXISTING WELL WALL NOTE: 1. THIS IS ONLY WORK TO BE DONE WHEN THE EXISTING LIFT STATION STRUCTURE BOTTOM IS FOUND TO BE INFERIOR AND INCAPABLE OF SUPPORTING THE NEW PUMP BASES. 2. PRIOR TO UTILIZING THIS OPTION THE ENGINEER MUST GIVE HIS WRITTEN CONSENT. 3" MIN. Q.D. � 11 '-0° I 0 0 112124 vu NOT TO SCALE 3" MIN. �.UI a_j Ld oQ 0 Fz #4 @ 8" M TEE PLAN VERTICAL z #5 @ 8" ADDL FOR 16% THRU 20% PIPE IN PAD i� DISCHARGE PIPE I 3'-0" z LIME PLAN! TEE SECTION i� O.D. 1'-0" o N R MIN O `O ' , Nz a W J or 0_ > w VERTICAL Uj In BLOCK` DETAIL NOT TO SCALE #5 Rebar @ 3" O.C. ��l�Gi1[�L1�C�1 NO. OF PIPE DIA. VERT BARS 4" — 8" 3 — 2#5 10" — 12" 3 — 3#5 14" — 16" 3 — 4#5 18" — 20" 3 — 4#5 ARIES #5 REBAR @ 12' O.C. J J 3 J J W F- GENERAL NOTES FOR STRUCTURES w 3' CONCRETE 1. DESIGN SHALL CONFORM TO THE LATEST BUILDING CODE REQUIREMENTS FOR STRUCTURAL. — - -- CONCRETE (ACI-318) WITH SPECIAL REQUIREMENTS OF ENVIRONMENTAL ENGINEERING 8' 12' CONCRETE STRUCTURES (ACI-350) 2. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. ARRANGEMENT 8' AND DETAILS OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL, UNLESS OTHERWISE NOTED. I I PROP. WET WELL EXTENSION AIRANnRFAKARFINIFnR(.FNAFMT,HAIHA\/F A NAINIMIRA FXTFN-.,ION INTQ THE suPPORT IN ACCORDANCE WITH THE LATEST ACI CODE. IF SUCH EXTENSION IS NOT POSSIBLE, BARS WET WELL, SHALL TERMINATE IN STANDARD HOOKS. I I I I 4. HORIZONTAL WALL REINFORCEMENT AND TEMPERATURE REINFORCEMENT SHALL LAP A MINIMUM OF 1.71-d AT SPLICES. WALL DOWELS AND WALL BAR EXTENSIONS AND ALL STRESS SPLICES 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_,_,__ TISIZE AND SPACING AS WALL OR COLUMN VERTICAL STEEL. SEE FOOTING SCHEDULE. 0 IN 6. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL NOT BE LESS THAN THE FOLLOWING: NOT TO SCALE . STRUCTURAL MEMBERS, FOUNDATIONS, WALLS AND SUSPENDED SLABS --4000 PSI *SLABS ON GRADE----------------------------------- 4000 PSI • LEAN CONCRETE CLASS B----------------------------- 1500 PSI • GROUT FILL CLASS H------------------------------- 3000 PSI 7. UNLESS OTHERWISE SHOWN, THE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: -- • SLABS TOP AND BOTTOM OF FORMED SLABS------------------------- 2" Prop. opening to match pump TOP OF WALK AND DRIVEWAY SLABS-------------------------2" — hatch as per manufacturers SURFACES IN CONTACT WITH LIQUID-------------------------2" recommendation. Position and BOTTOM OF SLABS ON FILL OR SOIL-------------------------3" -- size determined by pumps • WALLS: -- selected. LESS THAN 12" THICK ----------------------------------- 1 1/2' 12" OR OVER IN THICKNESS WITH POURS LESS THAN 10 FEET HIGH------ 2" 12" OR OVER IN THICKNESS WITH POURS MORE THAN 10 FEET HIGH----- 2 1/2" #5 Rebar 8. HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHOWN OR NOTED ON THE PLANS ARE RECOMMENDED. ANY DEVIATION FROM THOSE SHOWN SHALL HAVE APPROVAL OF THE ENGINEER. @ 12 O.C. 9. ALL EXPOSED EDGES OF BEAMS, COLUMNS, SLABS AND WALLS SHALL BE CHAMFERED 3/4" UNLESS — 1 a MASONRY OR OTHER MEMBERS ARE ERECTED FLUSH WITH THEM. O W ~ 10. REFER TO ARCHITECTURAL, PROCESS, MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL SLEEVES, PIPES, CONDUITS AND MISCELLANEOUS ANCHORING DEVICES TO BE INCORPORATED IN THE CONSTRUCTION i 0 U STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC "SPECIFICATION FOR THE #5 Rebar on DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". ALL t of wet well wall STRUCTURAL STEEL SHALL BE ASTM A36. All STEEL SHALL BE HOT DIP GALVANIZED 2. ANCHOR BOLTS AND MISC EMBEDDED STEEL ------------------------- ASTM A36. ANCHOR BOLTS WHICH ARE SUBMERGED, LOCATED ABOVE A LIQUID SURFACE, OR ARE IN A CORROSIVE ATMOSPHERE ------------------------------------- 316 SS. NOT TO SCALE BREAK OUT AND FINISH TO ACCEPT CONC. TOP SAW CUT NEW R.C.P. WET WELL EXTENSION al UI LIMITS OF DEMOLITION EXIST. WET WELL 60" R.C.P. I N❑T TO SCALE Rebar min. 18" long at le openings all around top d bottom EL. 12.50' #5 REBAR @ EQUAL SPACING 8 BARS TOTAL ALL AROUND SET IN EPDXY RC®® DOCUMENT 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October, 2009 PRIVATE UTILITY LINES SHOWN SBC APPROVED FOR UNDERGROUND CONDUIT FACILITIES ONLY. DATE SIGNATURE VALID FOR ONE YEAR I MK. I DESCRIPTION I DATE I DWN. I CHK. I CLAUNCH & MILLER,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000 . Houston, Texas 77027 (713) 622-9264 . Fax (713) 622-9265 . www.claunchmiiler.com City of LaPorte, Texas Public Works Department Lift Station 38 Structural Details LL•YLL"Iiia•Y®Ba _ JOB No.: 08-034 SCALE: SHEET DATE: August, 2008 As Noted OWN BY: P Ryan CHKD BY: J. Peterson OF 14 w z Z N N La oGo u, - = 2 z z r m R — 0¢ o O �w cc a ELECTRICAL PLAN SHEET SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION A O FLUORESCENT LIGHTING FIXTURE FS FLOAT SWITCH - BRACKET MOUNTED INCANDESCENT OR HIGH EP ELECTRO-PNEUMATIC VALVE 3 1 INTENSITY DISCHARGE FIXTURE (NUMBER INDICATES LIGHTING PANEL CIRCUIT NUMBER - TYPICAL FOR ALL O— SOLENOID VALVE I f-W I I.... G & RECEPTACLE CIRCUITS) 0—i SINGLE CONVENIENCE RECEPTACLE �- ELECTRIC THERMOSTAT - DUPLEX CONVENIENCE RECEPTACLE (WP INDICATES QT -- TEMPERATURE ACTUATED DEVICE WP� CAST WEATHERPROOF OUTLET BOX & COVER) SINGLE POLE TOGGLE SWITCH SINGLE SPECIAL PURPOSE RECEPTACLE (LETTER AVH INDICATES TYPE PER SCHEDULE) DOUBLE POLE TOGGLE SWITCH 2 -i TELEPHONE UTILITY SYSTEM OUTLET 3 -WAY SWITCH 3 LIGHTING PANEL �T MANUAL MOTOR STARTER WITH THERMAL ELEMENT UTILITY METERING CABINET BATTERY POWERED EMERGENCY LIGHTING FIXTURE TELEPHONE UTILITY SYSTEM BACKBOARD EP UNIT HEATER ® DISTRIBUTION PANEL CLASS 1, DIV i, CONDUIT SEAL CABINET OR PULL BOX EXPOSED CONDUIT 0J UNFUSED SAFETY SWITCH - 3P, 30A, 600V UNLESS OTHERWISE INDICATED. �� EXPOSED PUMP CABLE OJ30 FUSED SAFETY SWITCH - 3P, 60OV, 30A MINIMUM E_ OR AS REQUIRED TO ACCOMMODATE FUSE SIZE CONDUIT CONCEALED IN FLOOR SLAB OR UNDER INDICATED FLOOR SLAB. (CONDUITS 1-1/2" OR LARGER SHALL BE INSTALLED UNDER FLOOR SLAB). OUTLET OR JUNCTION BOX CONDUITS RUN UNDER FLOOR SLAB SHALL BE ENCASED IN CONCRETE. SEE NOTE 2 ®J COMBINATION PROTECTIVE DEVICE & MAGNETIC STARTER HOMERUN TO PANEL OR MCC AS NOTED 4 SINGLE UNIT PUSHBUTTON STATION ® 4 2-UNIT PUSHBUTTON STATION - CONCRETE ENCASED DUCTBANK (SECTION INDICATES CONDUIT CONFIGURATION - - - - - - & DESIGNATIONS) ® ® 3-UNIT .PUSHBUTTON STATION � 00 EXPOSED CONDUIT BANK AIR TERMINAL ELECTRIC MOTOR - NUMBER INDICATES HORSEPOWER GROUND ROD &WELL S ''HAND -OFF -AUTOMATIC SELECTOR SWITCH g VACUUM SWITCH O< FLOODLIGHT JUNCTION BOX S 4 LIMIT SWITCH LIGHT LINEWEIGHT (EXISTING) S 4 FLOW SWITCH HEAVY LINEWEIGHT (PROPOSED) S PRESSURE SWITCH ----- HIDDEN CONDUIT E® UNDERGROUND CONDUIT S 4 TORQUE SWITCH I�E" PNEUMATIC/ELECTRIC SWITCH CONDUIT SYSTEM NOTES 1. ANY CONDUIT WITHOUT FURTHER DESIGNATION INDICATES 2 #12 IN 3/4" CONDUIT. GREATER NUMBER OF WIRES ARE INDICATED AS FOLLOWS. P PROXIMITY LIMIT SWITCH (3 WIRES) --."Ar (4 WIRES) ETC. LONGER HASHMARK INDICATES NEUTRAL CONDUCTOR, LONGER HASHMARK WITH DOT INDICATES GROUND CONDUCTOR. S NO. INDICATES WIRE SIZE WHEN OTHER THAN #12 AWG. D S 4 MAGNETIC REED DOOR SWITCH 2 CONDUITS EMBEDDED IN STRUCTURAL CONCRETE FLOOR SLABS, B ETC SHALL BE , SO LOCATED AS NOT TO UNDULY IMPAIR THE STRENGTH OF THE CONSTRUCTION AND SHALL BE SPACED NOT LESS THAN TWO TIMES THE CONDUIT OD BETWEEN ® CONDUIT MARKER ADJACENT CONDUITS EXCEPT WHERE CROSSING OR OTHERWISE APPROVED BY THE ENGINEER. n CONDUIT END CAP 3- WIRING FOR LIGHTING, RECEPTACLES AND OTHER MISCELLANEOUS CIRCUITS SHALL CONFORM TO THE CIRCUITING INDICATED ON THE DRAWINGS WITH ARRANGEMENT AND ROUTING AS REQUIRED. THE WIRING SHALL BE SO ARRANGED THAT NO MORE THAN 6 CURRENT CARRYING CONDUCTORS SHALL BE INSTALLED PER CONDUIT AND CIRCUITS OF DIFFERENT PANELS SHALL BE INSTALLED IN SEPARATE RACEWAYS. CONTROL DIAGRAM LEGEND SYMBOL DESCRIPTION CR CONTACT RELAY, 4 POLE UNIVERSAL - PLUG IN —��— CIRCUrr BREAKER nTIME DELAY RELAY ;® INDICATING LIGHT, A -AMBER; B-BLUE G-GREEN; R-RED; W-WHITE OMAGNETIC MOTOR STARTER M M HOLDING COIL CONTACT (NORMALLY __­lI- __- OPEN - NORMALLY CLOSED) CR CR CONTROL COIL CONTACT (NORMALLY -iI-- _ff- OPEN - NORMALLY CLOSED) ELAPSED TIME METER rl(lllP SPACE HEATER ® ITEM LOCATED ON FACE OF AUTO SENSORY PANEL ®® RECEPTACLE PRESS -TO -TEST INDICATING LIGHT 120V---o L.__J 0HAND-OFF-AUTO SWITCH TEsT o 0— PUSHBUTTON ON-OFF ON -OFF SWITCH -ono- FLOAT OPERATED SWITCH, CLOSES ON RISE --o-XrX-o- TIME DELAY RELAY CONTACT `!'TDC N.C., TIME DELAY CLOSING (I.O.T.D.C.) ® MOISTURE SENSOR ® TEMPERATURE SENSOR ® FLASHER MODULE LIGHTING FIXTURE SCHEDULE INCANDESCENT & HIGH INTENSITY DISCHARGE FLUORESCENT TYPE MFG & CATALOG NO. LAMP MOUNTING REMARKS TYPE MFG & CATALOG NO. LAMP MOUNTING REMARKS SIZE SIZE A HUBBEL MHK-0250H-268 250W ADJUSTABLE WITH PHOTOCELL, AND MOUNTING MH POLE BRACKET MOUNT RED GLASS LENS WITH B APPLETON VA2075G-PRE A-21 STEM GUARD - SUITABLE FOR WET OR APPROVED EQUAL 150W MOUNTED LOCATIONS - RATED FOR LAMP INC. BASE DOWN INSTRUMENTATION SYSTEM SYMBOLS SYMBOL DESCRIPTION -o—o----- 0- MECHANICAL LINK --EE PNEUMATIC SIGNAL —EEE— ELECTRICAL SIGNAL CONNECTION TO PIPING ODISCRETE FIELD MOUNTED INSTRUMENT INTERNAL OR INACCESSIBLE DISCRETE DEVICE ePANEL MOUNTED DISCRETE DEVICE ® PLC INPUT/OUTPUT CHECK VALVE ISOLATION VALVE LP SCHRADER VALVE ❑S SOLENOID OR RELAY IDENTIFICATION LETTERS FIRST LETTER SUCCEEDING LETTERS MEASURED OR READOUT OR OUTPUT INITIATING PASSIVE FUNCTION MODIFIER VAPIABLE FUNCTION A NOT USED ALARM E NOT USED SENSOR (PRIMARY ELEMENT H 1HAND HIGH I CURRENT (ELEC) INDICATE J POWER K TIME L LEVEL LOW R NOT USED RECORD S NOT USED SWITCH Y EVENT, STATE RELAY, COMPUTE, OR PRESENCE CONVERT Z POSITION, DIMENSION ONE —LINE DIAGRAM SYMBOLS SYMBOL DESCRIPTION =<E— SEPARABLE CONTACTS n CIRCUIT BREAKER COMBINATION MOTOR STARTER OV VOLTMETER VS VOLTMETER SWITCH OA AMMETER AS AMMETER SWITCH to 0 0 CURRENT TRANSFORMER (CT) ") 3 DESIGNATION INDICATES QUANTITY & RATIO 3 POTENTIAL TRANSFORMER , LIGHTING TRANSFORMER I POWER FACTOR CORRECTION CAPACITOR 47 PHASE FAILURE/UNDERVOLTAGE MONITOR RELAY ® FUSE MOTOR OVERLOAD FUSED DISCONNECT SWITCH TS TEMPERATURE SENSOR MS MOISTURE (SEAL FAIL) SENSOR ABBREVIATIONS A ---------- AMP NEUT ----- ADJ---------- ADJUSTABLE N.O. ----- AFF---------- ABOVE FINISHED FLOOR OL ----- AI ---------- ANALOG INPUT P ----- ALT---------- ALTERNATOR PFR ----- AO ---------- ANALOG OUTPUT PLC ----- APSL---------- AIR PRESSURE SWITCH LOW POS ----- ATS---------- AUTOMATIC TRANSFER SWITCH PRV ----- C---------- CONDUIT PS ----- CA ---------- CABLE PVC ----- CAB ---------- CABINET PVC RGS --- CAT. ---------- CATALOG PWR ----- CB ---------- CIRCUIT BREAKER R ----- CKT---------- CIRCUIT RAPSL ----- CLR---------- CLEAR REE ----- COMM---------- COMMUNICATIONS RGS ----- CONT---------- CONTINUED RHLA ----- CPT-N---------- CONTROL POWER TRANSFORMER NEUTRAL RLH ----- CPU ---------- CENTRAL PROCESSING UNIT RLL ----- CT -- ----- CURRENT TRANSFORMER RM ----- Cu -- ----- COPPER RMOR ----- CW -- ----- COOL WHITE RMTH ----- DI ---------- DISCRETE INPUT RPLD ----- DIREC---------- DIRECTIONAL RPL1 ----- DIV---------- DIVISION RPL2 ----- DN---------- DOWN RPL3 ----- DO ---------- DISCRETE OUTPUT RPL4 ----- ETM -- ----- ELAPSED TIME METER RPDLD ----- G.E. -- ----- GENERAL ELECTRIC RPDL1 ----- GFI---------- GROUND FAULT INTERRUPT RPLD1 ----- GND---------- GROUND RPLD2 ----- HL&P---------- HOUSTON LIGHTING & POWER RPLC ----- H-O-A •--------- HAND OFF AUTO RPLCOR ---- HPS---------- HIGH PRESSURE SODIUM RPLM ----- INC---------- INCANDESCENT RPLMP ----- JB---------- JUNCTION BOX RR ----- KA SYM--------- THOUSAND AMPS SYMMETRICAL RRST ----- KS ---------- KEY SWITCH RTAH ----- KVA---------- KILO -VOLT -AMPS RUV -----" L---------- LINE RWD ----- LIS---------- LEVEL INDICATING SWITCH SEC ----- LISH---------- LEVEL INDICATING SWITCH HIGH SL ----- LISL---------- LEVEL INDICATING SWITCH LOW SN ----- LS---------- LIMIT SWITCH SP ----- LV---------- LOW VOLTAGE SPST ----- LVN---------- LOW VOLTAGE NEUTRAL SS ----- M---------- MOTOR RUN CONTACT S.S. ------ nnA---------- MILLIAMPERE SW ----- MA ---------- MILLIAMPERE SWBT ----- MADC---------- MILLIAMPERE DIRECT CURRENT TEL ----- MCC ---------- MOTOR CONTROL CENTER TEMP ----- MCP ---------- MOTOR CIRCUIT PROTECTOR TD ------ MIN ---------- MINIMUM TDLP ----- MOR---------- MOTOR OVERLOAD RELAY TDRM ------ MS ---------- MILLISECOND UPS ----- MTH---------- MOTOR TEMPERATURE SWITCH V -----. N---------- NEUTRAL nA---------- NANOAMPERE VAC ----- N.C.---------- NORMALLY CLOSED VDC ----- NEC ---------- NATIONAL ELECTRICAL CODE W -----. WM ------ --- NEUTRAL --- NORMALLY OPEN --- OVERLOAD --- POLE --- PHASE FAILURE RELAY --- PROGRAMMABLE LOGIC CONTROLLER --- POSITION --- PRESSURE REDUCING VALVE --- PRESSURE SWITCH --- POLYVINYL CHLORIDE --- PVC COATED RIGID GALV CONDUIT --- POWER --- RELAY --- AIR PRESSURE SWITCH LOW RELAY --- ELEC BLDG ENTRY AUX RELAY --- RIGID GALVANIZED CONDUIT --- HIGH LEVEL ALARM RELAY --- HIGH LEVEL AUX RELAY --- LOW LEVEL AUX RELAY --- PUMP RUN AUX RELAY --- MOTOR OVERLOAD AUX RELAY --- MOTOR TEMPERATURE RELAY --- RUN PUMP LEAD RELAY --- RUN PUMP LAG 1 RELAY --- RUN PUMP LAG 2 RELAY --- RUN PUMP LAG 3 RELAY - RUN PUMP LAG 4 RELAY -- RUN PUMP DRY LEAD RELAY --- RUN PUMP DRY LAG 1 RELAY --- RUN PUMP DRY LAG 1 RELAY --- RUN PUMP DRY LAG 2 RELAY --- PLC MODE AUX RELAY --- PLC OVERRIDE --- PLC PUMP RUN RELAY --- BACKUP SYSTEM RUN RELAY --- RUN RELAY --- PUMP RESET AUX RELAY --- TEMPERATURE ALARM AUX RELAY --- UNDERVOLTAGE AUX RELAY --- WATCHDOG RELAY --- SECONDS --- SEAL LEAK SWITCH --- SOLID NEUTRAL --- SURGE PROTECTOR --- SINGLE POLE SINGLE THROW --- STAINLESS STEEL --- SELECTOR SWITCH --- SWITCH --- SOUTHWESTERN BELL TELEPHONE --- TELEPHONE --- TEMPERATURE --- TIME DELAY RELAY --- LOSS OF POWER TIME DELAY RELAY --- PUMP TIME DELAY RELAY --- UNINTERRUPTIBLE POWER SUPPLY --- VOLTS --- VOLT -AMP --- VOLTS ALTERNATING CURRENT --- VOLTS DIRECT CURRENT --- WATT OR WIRE --- WATT MISER (HIGH EFFICIENCY LAMP) 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 The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October,2009 MK. I DESCRIPTION I DATE I DWN. CHK. SHRADER ENGINEERING COMPANY Electrical / Mechanical Engineers 10497 TOWN AND COUNTRY WAY HOUSTON, TX T7024 TEL: 713.467.9961 v .shrader.net These dmwingo moy not be m ied or rappnduced for purpovee other than We pmfect unleea authorized P wdom oY Shmder ing'meering Compony. @2� ENGINEER: DESIGNER: CHECKED BY: DATE CHKD.: DRAWN BY: SEC —ENGINEER I SEC —DESIGN ISEC—CHECKED 1f0/15/2009 ISEC—DRAWN CLAUNCH & MMLER,MC. Engineering Consultants 4635 Southwest Freeway, Suite 1000• Houston, Texas 77027 (713) 622-9264 a Fax (713) 622-9265+ www.claunchmilleccom City of LaPorte, Texas Public Works Department Lift Station No. 38 ELECTRICAL SYMBOLS, LIGHTING SCHEDULES, & ABBREVIATIONS JoB No.: 08-034 SCALE: SHEET DATE: AUGUST 2008 SCALE DWN BY: EO CHKD BY: OF 14 ja M � 0 w Z Om-......... z m _ 2.5' - a am - z U. Z o° m �¢ 4 z1W— o0 �a — U �- oJ�st m ! U. oSWO C W o Nr- M W 1 LPF1 SEE SITE PLAN FOR (_ CONTINUATION, THIS SHEET �j i I CABLE HOLDER�J� i (NOTE 12) P2 P1 1.5' rl i } r 0 1' 2' FLOATS S.S. I \ - ------ ---- ....--- J. HOOK mw- -- - ---- --- 1 IN. = 1 FT. of �eFENCE GROUND (TYP. ALL CORN MAIN BREAKER AND TRANSFER SWITCH RACK 1 ROUND STEEL CABLE HOLDER (NOTE 12) i UNDER • •R• _._..S.S. CLAMPS • „ ,0, „ - V11 CONTRO J. nnnmonnnnnnnnnnm■ /—I Xt.■■. ■1■III//tom GROUND STEE PI ATFORMaLi TYPICAL GATE GROUND - I GROUND WEL AREA LIGHT I (nP) rn (NOTE 14) 1 x IN. C, W/TEL CABLE —E ELECTRICAL SITE PLAN -PROPOSED SCALE: 1 IN. = 5 FT. .®SERVICE POLE (NOTE 5 & 8� 0,r, NOTES: 1. ALL WORK SHALL BE IN COMPLIANCE W/LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND IN ACCORDANCE WITH LOCAL CODES. 2. SERVICE EQUIPMENT DETAILS ARE SHOWN DIAGRAMMATICALLY ON PLANS. INSTALLATION SHALL COMPLY STRICLTY WITH LOCAL POWER COMPANY STANDARDS IN 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 CURRENTAND 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, CONDUITS, AND STRUC- TURES BEFORE DIGGING. REPAIR ANY DAMAGE DONE TO ORIGINAL CONDITION. 5. PROVIDE 48" MINIMUM WORKSPACE IN FRONT OF ELECTRICAL EQUIPMENT. 6. DO NOT CUT PAVEMENTS. PUSH PIPE SLEEVE UNDERNEATH AT MINIMUM 24"BELOW SUR- FACE. SLEEVE INSIDE DIAMETER TO BE 1.5 11MES OUTER DIAMETER OF CONDUIT. 7. CONTRACTOR SHALL READ ENTIRE CONTENTS OF SPECIFICATION 16012 AND OTHER RE- FERENCED SPECIFICATIONS CONTAINED THEREIN BEFORE BIDDING ON THIS PROJECT. FAILURE TO DO SO IS AT CONTRACTORS RISK ANDAT NO ADDITIONAL COST TO OWNER. 8. LOCATE POWER COMPANY METER TO BE ACCESSIBLE AND READABLE FROM OUTSIDE FENCE. 9. GROUND ALL STRUCTURAL STEEL, ELECTRICAL EQUIPMENT, PIPING AND HATCH COVER. 10. LOCATE J-BOXES TO ALLOW CODE CLEARANCE ACCESS. 11. WHERE OZ GEDNEY CSBE CONDUIT SEALS ARE INDICATED, MINIMUM CONDUIT SIZE SHALL BE 1-1 /2". 12. CABLE HOLDER LOCATION SHOWN FOR CLARITY. FIELD LOCATE. 13. REMOVE UNUSED ELECTRICAL EQUIPMENT, SERVICE POLE AND CONDUITS. 14. AIM AT LIFTSTATION CONTROL PANEL. DOCUMENT This Redord 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite i000, Houston, Texas 77027 DATE: October, 2009 MK. I DESCRIPTION DATE I OWN. I CHK. SHRADER ENGINEERING COMPANY Electrical / Mechanical Engineers 10497 TOWN AND COUNTRY WAY HOUSTON, TX T7024 TEL: 713.467.9961 w .shmdmnel Thma dmwinga mnot o ca�led er reBymdumdrfor upogs therpthan @00pmleeayauodnd n rtlng Enginlhla ShmdanC.m 29 y •y SEC —ENGINEER SEC —DESIGN (SEC —CHECKED �0/15/2009 ISEC-D WN C II -,,�� ril . ,. e CLAUNCH & MILLER,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000. Houston, Texas 77027 (713) 622-9264 . Fax (713) 622-9265. www.claunchuriller.com City of LaPorte, Texas Public Works Department Lift Station No. 38 ELECTRICAL SITE PLAN JOB No.: 08-034 SCALE: SHEET DATE: AUGUST 2008 SCALE ED OWN BY: 10 CHKD BY: OF 14 ran . N 150A, MANUAL TRANSFER (A 22 KS SWITCH F GEN100 5 m Cc z W z m � W 0 z z m o Q 0 o Q aq Q 1n (' 120/240 VOLT, 3PH, 4 WIRE SERVICE BY POWER CO. CONTROL PANEL (CP) NEMA 4X S.S. r SELF CONTAINED 9 240V, 200A CU BUS BRACED TO 22KAIC METER ®v MCP MCP 60A 2P SER100 (NOTE 4) (NOTE 4) #2 NEU (' �® 0 PF al f 3PHMAINBKR. 1 1 240V22 , 3PH G G IC ' ETM ETM (MIN.22 ) 1-# GNDB NOTE 1 WIRE 0 0 SER101 -Y4 IN. X 20 FT. Cu 1.5KVAR 20A 1P 20A 1P 1.5KVAR CABINET HEATER & GND ROD F PUMP CONTROLS t � s 1 i z E 00 CV)U Z O^2 z � N Q � o a] H a to Q o j z J W z Z LL� °w ¢ - pz �0'' 0 0 ¢ o L) r- — U < �aLL o=0 WO 1 NW W r I 1 1 150A GENERATOR L. BREAKER - (22 KAIC) L f'J GENERATOR CONNECTOR (NOTE 7) #6 1 CAB. B T HEATER 1 120V #2 B.C. GND. WIRE —000 -Y4 IN. X 20 FT. Cu GND ROD PFCC ®po COOLING FAN 20A 1P 2061P NOTE 5 NOTE 5 SPARE ALARM CONTROLS LIFT STATION 20A 1 P 20A 1 P LIGHTING RECEPTACLE 20A 1P 2061P AUTODIALER SPARE NOTE 3 ------- ------------- --------------- (NOTE 2) (NOTE 2) ff 5 5 6 T LIFT PUMP No. 1 LIFT PUMP No. 2 ONE —LINE DIAGRAM 1 150A GENERATOR L. BREAKER - (22 KAIC) L f'J GENERATOR CONNECTOR (NOTE 7) #6 1 CAB. B T HEATER 1 120V #2 B.C. GND. WIRE —000 -Y4 IN. X 20 FT. Cu GND ROD PFCC ®po COOLING FAN 20A 1P 2061P NOTE 5 NOTE 5 SPARE ALARM CONTROLS LIFT STATION 20A 1 P 20A 1 P LIGHTING RECEPTACLE 20A 1P 2061P AUTODIALER SPARE NOTE 3 ------- ------------- --------------- (NOTE 2) (NOTE 2) ff 5 5 6 T LIFT PUMP No. 1 LIFT PUMP No. 2 ONE —LINE DIAGRAM CONDUIT FEEDER SCHEDULE CONDUIT CONDUIT CONDUIT I FROM TO CONDUCTORS REMARKS NUMBERUANTITY SIZE SER100 * * POWER Co. MAIN BKR. * *SEE SERVICE FEEDER TABLE FOR SIZE SER101 * * MAIN BKR. * *SEE SERVICE FEEDER TABLE FOR SIZE SER102 * MANUAL CONTROL * *SEE SERVICE FEEDER TABLE FOR SIZE * GEN100 * * MANUALT�E GENERATOR * *SEE SERVICE FEEDER TABLE FOR SIZE LPF100 * * PANEL No. 1 J- 0 3-#10+1-#12+4-#14 - LPF101 1 21/2'� No��1 JtJ BO LIFT o PUMP MANUFACTURER'S CABLES NOTE 2 & 6 LPF200 * * PANEL- Nou.2 HUMP 3-#10+1-#12+4-#14 - LPF201 1 21/2' of P- 80 LI 2M MANUFACTURER'S CABLES NOTE 2 & 6 2 No FLT100 1 111F NN IKUL J-BO 8-#14+1-#14 GND - FLT101 1 21/Z' JI-BOX FLOATS MANUFACTURER'S CABLES NOTE 2 FXT100 1 1n CON ROL PANEL SITE FLOOD LIGHT 3-#12+1-#12 GND - SER=SERVICE. LPF=UFT PUMP FEEDER. FLT=FLOAT. FXT=FIXTURE f ,........®.....J NOTES: 1. 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 RE QUIRED TO COMPLY WITH NEC SECTION 250-64. 2. COORDINATE EXACT CONDUIT SIZE REQUIREMENT WITH MANUFACTURER CABLE(S) SIZE, USE MINIMUM 2 1/2"C. 3. PROVIDE ADDITIONAL LOW VOLTAGE CIRCUIT BREAKERS AS REQUIRED BASED ON FINAL PANEL FABRICATION. 4. CONTRACTOR TO COORDINATE MOTOR MCP AND BREAKER SIZE WITH MOTORS SUPPLIED FOR THIS PROJECT. ADJUST SIZES ACCORDINGLY, ESPECIALLY FOR HIGH EFFICIENCY MOTORS. ALSO ACCOUNT FOR CAPACITOR INRUSH ON MCP. 5. SIZE POWER CORRECTION CAPACITORS PER MOTOR MANUFACTURES RECOMMEW DATIONS FOR.95 P.F. MOUNT CAPACITORS INSIDE CONTROL PANEL. 6. WHERE MULTIP LE CABLES ARE FURNISHED WITH PUMP, PROVIDE ADDITIONAL CONDU ITS. 7. PROVIDE WEATHER PROOF CONNECTOR TO MATCH CONFIGURATION OF OWNERS EXISTING STANDARDS. COORDINATE WITH OWNER. INSTALL GENERATOR CONNECTOR A MINIMUM OF 30 INCHES ABOVE GRATING. ELECTRICAL LOAD ANALYSIS AMM oA oB oC N LIFT PUMP No. 1 5 HP 16 16 16 - LIFT PUMP No. 2 5 HP 16 16 16 - CONTROLS 10 10 10 25% OF LARGEST MOTOR 4 4 4 - TOTAL LOAD 46 36 46 10 SERVICE AMPACITY @ 120/240 VOLT, 3PH, 4 WIRE 150 150 150 85 SPARE AMPACITY 104 114 104 75 CALCULATED MAXIMUM FAULT CURRENT = 11,000A RATE ALL EQUIPMENT MINIMUM 22KAIC RECORD DOCUMENT This Record Document has been prepared based on information provided by others. The Design Professional has not verified the accuracy and I or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein asa result. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October, 2009 MK. I DESCRIPTION (DATE IDWN. ICHK. SHRADER ENGINEERING COMPANY Electrical / Mechanical Engineers 10497 TOWN AND COUNTRY WAY HOUSTON, TX 77024 TEL: 713.467.9961 w .shradernet Theta tlmwinga moy nat be copl<d or repproduced for purpoeea other than Q2W fhia prolect onleae aathodmd n ad0n9 oy 6hmder Engineedng Company. SECENG'ENGINEERI SEC DESIGN I SEC —CHECKED CHECKED BY: II0/ 5/2TE 009 ISEC—DRAWN c CLAUNCH t& 1V H LE+'R,INC;. Engineering Consultants 4635 Southwest Freeway, Suite 1000. Houston, Texas 77027 (713) 622-9264. Fax (713) 622-9265. www.claunchmiller.com City of LaPorte, Texas Public Works Department Lift Station No. 38 ELECTRICAL ONE -LINE DIAGRAM .m No.: 08-034 Scale: SHEET :AUGUST 2008 SCALE By. By: OF 14 M UJ li = z a n i M OQ (7 Cna G N no a w =m A t- CI z z J J z � - O a LL. M - ZZ O 0E 00 a¢ a -V-- a m --.... OJ�tt m oxwO "OWJC'4 N FY W 3 I 3 , 4 ' 240V, 3m A0 B0 00 3A FUSES PHASE FAILLIFU RELAY 120 VOLT PHASE FAILUE BYPASS ffPFRO I CR1 FS1 A FS2 POWER ON _ NOTE: ALL ALL _ INDICATION LIGHTS PUMPS OFF ARE PUSH -TO -TEST LEAD I H L N I H L N DIVERSIFIED ELECTRIC #ARB-120-ABA 5 2 RXII --- DUPLEXOR t s I RX2 JJRX1 w ' — ' v� TD-LAG TDC RX2 FS3 LAG H L N LIFT PUMP #1 CALLED LIFT PUMP #2 CALLED 10 SEC. 0 U1G H A ® CR1 o— � CR2 TD-M 1 3 OL'S � M1 LIFT PUMP #1 4 TDC i o-I Fo Tp 5 SEC. M1 ETM M1 ® G RUN 120V---o HH 0 A CR1 CR3 TD-M2 3 OL'S LIFT M2 PUMP #2 R TDC i o-� H —1X2 1D 15 SEC. M2 M2 ETM RUN G 120V 120V--0-� I I CPT CONTROL DIAGRAM (NOTE 3) (SEE MOTOR PROTECTION MODULE CONTROL DIAGRAM, THIS SHEET) 120V 20A/1P RESET ® TD2 LP1-OT (NOTE 2) TDC NC INTERNAL CR2- MOTOR 0/L'S L.P. #1 TD2 1 SEC. CR2 ® L. P. #1 R OVERTEMP ALARM lP1 NOTE 2 LP2-OT (NOTE 2) NC CR3 CR3 CR3F---A R L.P. #2 LP2 OT LP1-SF __'_N CR4 R4 CR4 rC__, 4 LP2-SF CR5 CR5 CR5 A - R-' LP1-OL CR6 CR6 CR6 LP2-OL CR7 CR7 CR7 TEST _J_® FS4 CR2 F -1 _ CR3 I H L N t CR4 CR5 CR8 CR8 -I R CR6 ON -OFF ® ROTATING 0 0 BEACON yam( CR7 CR8 ) 20A/1P 4 T20A/1P n 20A/1P 0 H / A M1aux M2aux CLOSES ON TEMP DROP TO 807. M1 M2 CLOSE ON TEMP RISE GFI RECEPTACLE CABINET HEATER P.E. SWITCH III-0 I I FLOODLIGHT I I I c I L_—___J CONTROL DIAGRAM (CONTINUED) (NOTE 3) L. P. #2 OVERTEMP ALARM NOTE 2 L. P. #1 SEAL FAILURE ALARM (NOTE 2) L. P. #2 SEAL FAILURE ALARM (NOTE 2) L. P. #1 OVERLOAD L. P. #2 OVERLOAD WET WELL HIGH LEVEL ALARM LOCATE ON TOP OF PANEL 120V CONTROL POWER CONTROL POWER TRANSFORMER _l� 120V �--I 24V L MOTOR SEAL LEAK TEMP DETECTOR DETECTOR RESET [Q-T-�] i;� f A I PUMP N0. 1 PROTECTION MODULE I r­° LP 1-SF M 1-OT 0-7 LP1 OT MOTOR SEAL LEAK TEMP DETECTOR DETECTOR RESET PUMP NO. 2 PROTECTION MODULE r"O LP2-SF M2-OT 0­1 L — r__ I ---- r-1-P CPT-N ' NOTE 1 NOTE 1 I °T MOTOR PROTECTION MODULE CONTROL DIAGRAM 120V 20A/1P CR1 PHASE FAILURE MOTOR O.T. F-3729:4 LINE PROTECTOR PHONE INCOMING JACK TELE. PAIR /—AUTOMATIC DIALER (SEE SPECIFICATIONS) HIGH LEVEL MOISTURE SENSOR PUMP OVERLOAD 0 o SPARE O O , NOTES: 1. VERIFY PUMP PROTECTION MODULE REQUIREMENTS WITH PUMP MANUFACTURER AND PROVIDE MODULES AS SHOWN WHERE REQUIRED. DELETE WHERE NOT REQUIRED. 2. IF 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. 3. FOR PILOT AND MISCELLANEOUS CONTROL DEVICES SEE SPECIFICATION 16936. 4. INSTALL A UNDER/OVER VOLTAGE PHASE FAIL RELAY. RECORD DOCUMENT 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October,2009 MK. I DESCRIPTION I DATE I DWN. I CHK. SHRADER ENGINEERING COMPANY Electrical / Mechanical Engineers 10497 TOWN AND COUNTRY WAY HOUSTON, TX 77024 TEL: 713.467,9961 waw.shmdecnel These drewinge may net be copied rcprotluced tar Fu:Fagea they than Nis ➢relsct ea auUcrived in ry Lng cy Shrcder Erfgmeenng Company. ENGINEM DESIGNER: ICHECKED BY: i0/1.. OWN BY WSCWS 5� CLAIJNCH & MILLE13,INC. Engineering Consultants 4635 Southwest Freeway, Suite 1000• Houston, Tex:1s 77027 (7t3)622-9264. Faxt7t3)622.9265e www.clatmchmitler.com C� y v1 La r U1 LV;, Teas Public Works Department Lift Station No. 38 ELECTRICAL CONTROL DIAGRAM Job No.:08-034 Scala: SHEET Dat®: AUGUST 2008 f E3 DWn Ellin.lrl Chkd By: OF 14 (NAMEPLATE SCHEDULE NO. DESCRIPTION 1 LIFT PUMP No. 1 2 LIFT PUMP No. 2 3 LIGHTING PANEL ''MAIN BREAKER 4 AUTODIALER 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 UFr PUMP No. 2 SEAL FAILURE ALARM 12 HIGH LEVEL WET WELL 13 RESET 14 TEST 15 LIFT PUMP No. 1 OVERLOAD ALARM 16 LIFT PUMP No. 2 OVERLOAD ALARM 17 -_ FLOOD- LIGHT 18 RESET MINI -CAS PUMP No. 1 19 RESET MINI -CAS PUMP No. 2 00 Cl) o Z LU O z — N W tn LU = _ UJ Z ff LL N Z —I U) a _ — m Z LU 0 p' LU ¢' Q a. as 08 N t- _JLL o=w0 I=% O —t M —NQ:We — yy. SURGE PROTECTOR LIGHTNING ARRESTOR (NOTE 2) HIGH VOLTAGEf 8 SIGN (TYP.) E5 #2 B.C. GND Vfl STEEL PLATFORM MAIN SERVICE BREAKER t LwA 4X SS.) %..., i DAI GER MANUAL TRANSFER SWITCH (NEMA 4X S.S.) DA FI ii 1G_:i ) HIGH VOLTAGE. KEEP OUT S.S. GROUND CLAMP S.S. BOLTS (TYP,) 6 IN. 316 S.S UNISTRUT MIN.; GENERATOR BREAKER AND HARDWARE (NEMA 4X S.S.) WARNING Do NOT opr•+,ae UNDER LOAD WARNING 11 SIGN E5 GENERATOR %1000NNECTOR EYS BOLTED (TYP.) CONNECTION #2 BARE Cu TO GROUND WELL TO CONTROL BOLTED TO STEEL PANEL SUPPORT STRUCTURE TO GROUND WELL (NOT GRATING) (TYP.) --TO SERVICE POLE MAIN BREAKER AND TRANSFER SWITCH RACK %1 NTS ALARM BEACON ------- 0 0 0 m mMI ETM ETM %, it F� O O 1( HA RESET d \ BOLTED TO STEEL -f T- -r T- SUPPORT STRUCTURE II II (NOT GRATING) (TYP.) I I I 1 STEEL I I I PLATFORM I I I II I II I I I I I I I lf Ei7 iA ©©V0 (00 CO U ECEPTACLE (GFI) HOFFMAN NEMA 4X (S.S.) ENCLOSURE 3PT LATCHING HANDLE (LOCKABLE); PROVIDE SWING -OUT PANEL & BACK PANEL — CIRCUIT 1— SHOWN W/O DOOR FOR CLARITY HUB INTAKE GRILL, (TYP,) FILTER & SUPPLY FAN W/RAIN CAP- (S (TYP.) SS BOLTS (TYP.) STEEL kUGHT S.S. UNISTRUT AND HARDWARE 1 IN.LL C, WSITE B.C. GROUND WELL SEE SITE PLAN TO FLOATS S.S. CLAMPS TO PUMP N0. 1 (NOTE 3) TO PUMP NO. 2 (NOTE 3) TO MANUAL TRANSFER SWITCH SWING —OUT PANEL ARRANGEMENT CONTROL PANEL DETAIL ( L NTS El — PHASE FAILURE RELAY RELAYS -/ (TYPICAL) BACK PANEL ARRANGEMENT HOLDER tz to GRILL & FILTER W/RAIN CAP NOTES: 1. ALL ENCLOSURES ARE TO BE MINIMUM 4X STAINLESS STEEL. 2. MOUNT SURGE PROTECTOR/LIGHTNING ARRESTOR UNIT ON BACK OF MAIN SERVICE BREAKER RACK WITH 316 S.S HARDWARE. 3. ROUTE PUMP CONDUITS FROM J-BOX TO ACCESS HATCH IN TOP SLAB OF LIFT STATION REC"ORD OU T This Record Document has been prepared based on information provided by others. The Design Professional has not verified the accuracy and I or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. The Design Engineer for the project is John Peterson P.E. Lic.#99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas 77571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October,2009 MK. DESCRIPTION IDATE DWN. JCHK. SHRADER ENGINEERING COMPANY Electrical / Mechanical Engineers 10497 TOWN AND COUNTRY WAY HOUSTON, TX 77024 TEL: 713.467,9961 w .shmdecnet 'Moddrew9 is may n^, not be 'died or r.oro&o.d for purposes otAwn :.hie project ur.Eees oothcri:.4 in rrnymg by S'1" Sr,9her ¢rnrg Company. CWS INEQi: IEAE ICCWS KED BY: n0M5/2ooe IMWN BV BY. CLAUNCH & MILLER,INC. Engineering Consultants 4635 Southwest Freeway. Suite 1000• Houston, Texas 77027, (713) 622-9264. Fax (713) 622-9265. www.claunchmiller.com City of LaPorte, Texas Public Works Department Lift Station No. 38 ELECTRICAL DETAILS SHEET 1 E4 1Job No.: 08-034 scale: SHEET Date: AUGUST 2008 3 0wn By. Chkd By. OF 14 WEA 7-POINT RACK MIN 15 FT. - 18 FT. AFG CONDUIT CLAMP 120/24OV, 3PH, 4W SERVICE 25 FT. CREOSOTE OR CONCRETE SERVICE POLE PROVIDE UNISTRUT METER --AS MNTG. BRACKET NOTE 2 - 2 IN. TELEPHONE CONDUIT GROUND 7 WELL WELL E5 FINISHED PAVED GRADE 3/4 IN. 1/2 x20 FT. I ( I I Cu GND ROD II II II II II TO CONTROL PANEL = _ _ TO CONTROL PANEL CUSTOMER SERVICE POLE DETAIL NTS co Z z 0 zN H CM um QH m a� �W W =� - Z' Z h_ LL Z _J E Z~ � o OW t- 0 ¢g a J H a o a M CO m � LL U c=w0 pWJ'e aWw.- J I i) OZ GEDNEY, TYPE CSBE SEAL (NOTE 3) ..PUMP CABLE THREADED OR CONDUCTORS CONDUIT CONDUIT SEAL DETAIL NTS E1,E5 REMOVABLE COVER OF CAST CONCRETE. TOP OF COVER TO BE FLUSH W/TOP OF NATURAL GROUND, CONCRETE OR ASPHALT SURFACE IN.0 IN. BOLT - 10 IN. VITRIFIED CLAY PIPE OR UL APPROVED REINFORCED CONCRETE PIPE GROUND CONNECTOR SEE PLANS FOR SIZE l-- COPPERWELD GROUND ROD ZY4 IN. X 20 FT.-0 IN.LONG I GROUND WELL DETAIL 7 NTS (TYPICAL) E5 FLUSH LIFTING RING SWITCH FHUBBELL MHK-0250H-268, 120V, METAL HALIDE, 250W, BRONZE WITH PHOTOCELL AIM AT LIFT STATION CONTROL PANEL ''rli7�r■cli�P►i`I��1x�I�S�I��I 1/2 IN.x18 IN. ANCHOR BOLTS (TYP) CONCRETE FOUNDATION 0 8-#7 REBAR W/#4 REBAR TIES @ 12 IN. O.C. II LI z #6 CD TI o FINISHED PAVED GRADE 3/4 IN. x 20 FT. Cu I II GND ROD! tI j a EXOTHERMIC II II -II z WELDED CONNECTION z I I II I( 3 IN. RED CONC. It - �- } I I: ENCASEMENT II II II N (TYP) IT (D 11 � ______� IT--TI------- Il__lI 18 IN.1 AREA LIGHT DETAIL 2 NTS E 1 FINISHED PAVED GRADE 10 IN. (MIN.) r 2 IN. (MIN.) 0 0 z z DANGER eD v HIGH 1 IN. (MIN.) VOLTAGE-- o KEEP OUT HIGH VOLTAGE SIGN 8 NTS E4 MARKER TAPE z N PROPOSED DUCTBANK 3 IN. WITH RED CONCRETE MIN. ENCASEMENT a SPACE Z Z PER NE °d I'7 4 #4 REBAR STIRRUP a CONDUIT (TYP) (QTY. VARIES) vai .tri - CONDUIT SPACER t a #4 REBAR CONDUIT DEPTH PER NEC (TYP) (TYPICAL ALL pUCTBANKS) DUCTBANK CONSTRUCTION DETAIL �9 NTS E1 - FENCE POST FLEXIBLE COPPER BRAID BURNDY TYPE IN.BD IN. BURNDY TYPE IN.GAR IN. o 0 CONNECTOR - FINISHED PAVED #2 BARE Cu BURNDY TYPE GROUND WIRE 1 TO GROUND WELL ,.( IN.GG IN. CONNECTOR GATE GROUNDING DETAIL NTS FENCE POST BURNDY 1 2 BARE Cu TYPE "GAR" GROUND WIRE CONNECTOR TO GROUND WELL FENCE POST GROUNDING DETAIL r4 VTS (WHERE REQUIRED) E1 VERIFY MOTOR ROTATION WITH OWNERS GENERATOR11 GENERATOR CONNECTOR S.S. BOLTS P1000 S.S. UNISTRUT - GENERATOR CONNECTOR DETAIL 10 NTS E4 10 IN. MIN. —� z WARNING O 0 DO NOT OPERATE UNDER LOAD 1 IN. 1/2 IN. TRANSFER SWITCH WARNING SIGN 11 NTS E4 S.S. J-HOOK W/S.S. PLATE & S.S. ANCHOR BOL' NOTES: 1. KELLUM GRIPS ARE REQUIRED ON ALL SUBMERSIBLE CABLES. 2. ROUTE TO SERVICE POLE. SECURE GROUND WIRE TO STRUCTURE AS REQUIRED TO CO M PLY W ITH NEC SECTION 2 50.64. 3. WHEREOZ GEDNEY CSBE CONDUIT SEALS ARE INDICATED, MINIMUM CONDUIT SIZE SHALL BE 1 1121 NC H, U NL ESS NOTED OTH ERW ISE. I AICH 4� 3NDUIT SEAL E5 6 S.S. CABLE 316 S.S. CLAMP EACH 5 FT.-0 IN. /C COATED WEIGHT FLOAT SWITCHES DETAIL NTS El CO DOCUMENT 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. The Design Engineer for the project is John Peterson P.E. Lic.# 99319, The original sealed design drawings are on file with the City of La Porte @ 604 W. Fairmont Parkway, City of La Porte, Texas T7571 and at the office of HDR:Claunch And Miller, 4635 Southwest Frwy. Suite 1000, Houston, Texas 77027 DATE: October, 2009 MK. I DESCRIPTION IDATE I DM. ICHK. SHRADER ENGINEERING COMPANY Electrical / Mechanical Engineers 10497 TOWN AND COUNTRY WAY HOUSTON, TX 77024 TEL: 713.467.9961 w .shrader.nel Thpsa dmw'naa say not be <ap,ad pr mpmda<ed for parp.,e, other than ®, t.t he em ieur.'es <v.h<¢ed n vn6aa Dv Smdar O14M.rim CO.O..Y. CLAD NTCH & MILLER IINTC. Engineering Consultants 4635 Southwest Freeway, Suite 1000. Hoaswu, Texas 77027 (713) 622-9264 . Fax (713) 622-9265. A��ivxliunehmiller.com City of LaPorte, Texas Public Works Department Lift Station No. 38 ELECTRICAL DETAILS SHEET 2 Job No.: 08-034 Scale: SHEET Date: AUGUST 2008 E5 Dwn By. 14 Chkd By. OF 14