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HomeMy WebLinkAboutPECAN PARK CONSTRUCTION PLANSSURVEYOR: -0 J sl u vi j- PROJ'', 1 _SITE,' )(ov X VICINITY MAP (NOT TO SCALE) THE WILSON SURVEY GROUP PROFESSIONAL LAND SURVEYORS 2006 E. BROADWAY PEARLAND, TEXAS (281) 485-3991 FAX (281) 485-3998 CONSTRUCT 0 PLANS F07 MW N .............. ............................ pm n v, "T"T"I "T',k. LA PO R T mmmm.XAS ENGINEER: SITE MAP (NOT TO SCALE) a GINEERING, L.L.C. I MARINE I PLANNING I STFUCTURAL 8419 E.F. LOWRY EXPY., SUITE 120 TEXAS CITY, TX 77591 409.935.9986 DWG NO. DESCRIPTION AO.01 TITLE SHEET AO.02 GENERAL NOTES CIVIL LAYOUTS C1.01 SITE PLAN C1.02 UTILITY PLAN C1.03 DRAINAGE PLAN C1.03a DRAINAGE CALCULATIONS C1.04 GRADING PLAN C1.05 CONTOURS C1.06 CLEARING AND GRUBBING PLAN C1.07 SWPPP PLAN & PROFILES P2.01 SANITARY SEWER LINE -011111011640 D3.01 SANITARY SEWER DETAILS D3.01SANITARY SEWER DETAILS D3.02a WATER DETAILS opy D3.03 STORM SEWER DETAILS D3.04 PAVING DETAILS D3.05 SWPPP DETAILS D3.06 TRENCH SAFTEY DETAILS DEVELOPER: DRAWING INDEX -to 'FOpl;zt' ORO I It,10r, 6N�� 41 /11� Pp�NS�f CITY OF LA PORTE 604 W. FAIRMOUNT PARKWAY LA PORTE, TEXAS 77571 RANDALL J. USKA :74&t "e'^f Tote. III FEB 19 2009 01 /30 /09 GENERAL NOTES: 1. REFERENCE LINES AND GRADES A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST OR DAMAGED. 2. EXISTING UTILITIES A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. C. THE TYPE, SIZE, LOCATION AND OWNERSHIP OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM RECORD DRAWINGS FURNISHED BY THE OWNER. INFORMATION DERIVED FROM THESE SOURCES IS BELIEVED TO BE THE MOST RELIABLE AVAILABLE AND IS PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY. THE CONTRACTOR SHALL NOTIFY EACH PIPELINE OWNER AND VERIFY ITS ACTUAL FIELD LOCATION PRIOR TO EXCAVATION. NO WARRANTY IS GIVEN AS TO THE ACCURACY OR COMPLETENESS OF UTILITY LOCATION SHOWN ON THESE DRAWINGS. D. AT LEAST 30 DAYS PRIOR TO COMMENCING ANY EXCAVATING OR OTHER CONSTRUCTION ACTIVITY IN THE VICINITY OF THE UTILITY, NOTIFY THE TEXAS EXCAVATION SAFETY SYSTEM AT 1-800-DIG-TESS (344-8377). E. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. F. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THEY HAVE NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. 3. EXISTING CONDITIONS: A. SPECIAL CARE SHALL BE TAKEN TO NOT DISTURB THE DRAINAGE. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP WITHOUT PERMISSION FROM THE OWNER. 4. PERMITS: A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS EXPENSE. 5. SAFETY: A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD RIGHT-OF-WAYS. B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, AND SHORING. SEWERMATER SEPARATION DISTANCES: 1. WATER LINES SHALL BE INSTALLED NO CLOSER THAT 9-FEET IN ALL DIRECTIONS FROM EXISTING SEWER LINES AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE 9-FEET SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY. THE MINIMUM SEPARATION DISTANCES DO NOT APPLY TO CUSTOMER SERVICE LINES, ALTHOUGH THEY ARE RECOMMENDED. A. WHERE A WATER LINE PARALLELS A SANITARY SEWER LINE, THE VERTICAL SEPARATION SHALL BE A MINIMUM OF 2-FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF 4-FEET BETWEEN OUTSIDE DIAMETER. THE WATER LINE SHALL BE LOCATED 6-INCHES ABOVE THE SEWER LINE. B. WHERE A SANITARY SEWER LINE CROSSES A WATER LINE AND THE SEWER LINE IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF 6 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED. IN ADDITION, THE SEWER LINE SHALL BE LOCATED BELOW THE WATER LINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATER LINE. C. WHERE A SEWER LINE CROSSES UNDER A WATER LINE AND THE SEWER LINE IS CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI -RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM OF 2-FEET SEPARATION DISTANCE SHALL BE MAINTAINED. THE INITIAL BACKFILL SHALL BE CEMENT STABILIZED SAND (2 OR MORE BAGS OF CEMENT PER CUBIC YARD OF SAND) FOR ALL SECTIONS OF SEWER LINE WITHIN 9-FEET OF THE WATER LINE. THIS INITIAL BACKFILL SHALL BE FROM 1/4 DIAMETER BELOW THE CENTERLINE OF THE PIPE TO ONE PIPE DIAMETER (BUT NOT LESS THAN 12-INCHED) ABOVE TOP OF THE PIPE. D. WHERE A SEWER LINE CROSSES OVER A WATER LINE ALL PORTIONS OF THE SEWER LINE WITHIN 9-FEET OF THE WATER LINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18-FEET LONG AND TWO NORMAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5-FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. E. THE SEWER LINE NEED NOT BE DISTURBED WHERE A NEW WATER LINE TO BE INSTALLED PARALLEL TO AN EXISTING SEWER LINE THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER LINE A MINIMUM OF 2-FEET VERTICALLY AND 4-FEET HORIZONTALLY. SHOULD EXCAVATION FOR THE WATER LINE PRODUCE EVIDENCE THAT THE SEWER IN LEAKING, THE SEWER LINE MUST BE REPAIRED OR REPLACED AS DESCRIBED IN PARAGRAPHS A OR D ABOVE. F. THE SEWER LINE NEED TO BE DISTURBED WHERE A NEW WATER LINE IS TO CROSS OVER (BY 2-FEET OR MORE) EXISTING SEWER LINES SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVATION FOR THE WATER LINE PRODUCE EVIDENCE THAT THE SEWER LINE IS LEAKING, THEN THE SEWER LINE MUST BE REPAIRED OR REPLACED AS DESCRIBED IN PARAGRAPHS C OR D. 2. UNLESS SANITARY SEWER MANHOLES AND THE CONNECTION SEWER LINES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF 9-FEET HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATER LINE. WHERE THE 9-FEET SEPARATION DISTANCE CANNOT BE ACHIEVED, AN ENCASEMENT PIPE AS DESCRIBED IN PARAGRAPH D ABOVE MAY BE USED FOR THE WATER LINE. 3. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN 9-FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF CONSTRUCTION. 4. NO PHYSICAL CONNECTION SHALL BE MADE BETWEEN A DRINKING WATER SUPPLY AND A SEWER LINE. ANY APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVENT ANY POSSIBILITY OF SEWAGE ENTERING THE DRINKING WATER SYSTEM. 5. NO SEWER LINE CARRYING DOMESTIC OR INDUSTRIAL WASTES SHALL CROSS SUCTION MAINS TO PUMPING EQUIPMENT. WATER LINES SHALL NOT BE INSTALLED CLOSER THAN 10-FEET TO SEPTIC TANK DRAIN FIELDS. NO RAW WATER LINES SHALL BE INSTALLED WITHIN 5-FEET OF ANY TILE OR CONCRETE SANITARY SEWER. STORM SEWER SYSTEM NOTES: 1. ALL LINES AND INLETS SHALL BE SET TO GRADE AS INDICATED ON THIS PLAN. 2. ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE (RCP) TONGUE & GROOVE (T&G) UNDER PAVEMENT INSTALLED PER CITY REQUIREMENTS, 3. ALL STORM SEWERS SHALL REINFORCED CONCRETE PIPE (RCP) OR EQUAL FOR LINES IN CITY RIGHT-OF-WAY INSTALLED PER CITY REQUIREMENTS. 4. ALL SEWERS SHALL BE BEDDED WITH CEMENT STABILIZED SAND COMPACTED TO 95% STANDARD PROCTOR IN ACCORDANCE WITH CITY STANDARDS. PAVING NOTES: 1. ALL MIXING, TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH ACI 318-89. 2. REINFORCED CONCRETE PAVING SHALL CONSIST OF 5-INCH THICK CONCRETE SLAB WITH NO. 3 REBAR 018" C.C. EACH WAY. 3. SUBGRADE TREATMENT: a. FOR SUBGRADE SOIL CONDITIONS WITH A CLAY CONTENT OF 10.0% OR HIGHER AND PLASTICITY INDEX (PI) OF 10 OR MORE, THE SUBGRADE SHALL BE STABILIZED WITH LIME. SUBGRADE SHALL BE STABILIZED WITH A MINIMUM 6% LIME BY WEIGHT, AT REQUIRED THICKNESS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADE STABILIZATION MAY BE SUBSTITUTED WHEN SPECIFIC RECOMMENDATIONS ARE MADE BY THE GEOTECHNICAL ENGINEER FOR THE PROJECT AND WHEN SPECIFICALLY APPROVED BY THE CITY. b. FOR SUBGRADE SOIL CONDITIONS CONTAINING A CLEAN SAND WITH NO CLAY CONTENT, THE SUBGRADE SHALL BE STABILIZED WITH CEMENT. c. FOR SUBGRADE SOIL CONDITIONS CONTAINING SILT, THE SUBGRADE SHALL BE STABILIZED WITH LIME FLY ASH. 3. SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6-INCHES AND STABILIZED WITH A PERENTAGE BY DRY WEIGHT OF STAHYDRATED LIZED LIME AS DETERMINED BY THE SHALL BE COMPACTED TESTING TOBAT LEAST 95% OF THE ORATORY OR 6-1/2% (STANWEIGHTMIN) BY DRY OF HYDRATED LINE. THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) WITH IN -1 TO +3% OF OPTIMUM MOISTURE CONTENT. 4. MINIMUM REINFORCEMENT LAP LENGTHS = 30 INCHES FOR (#3 REBAR). 5. CONCRETE SHALL HAVE 28-DAY STRENGTH OF 3,000 PSI MINIMUM WITH A 4-INCH TO 5-INCH SLUMP. 6. REINFORCEMENT: ASTM A615 GRADE 40 KSI MINIMUM. 7. EXPANSION JOINTS (EJ) SHALL BE PROVIDED EVERY 60' MAXIMUM AND AT LOCATIONS INDICATED ON THE PAVING PLAN. PAVING NOTES_ CONT. 8. CONTROL JOINTS (CJ) SHALL BE PROVIDED AT 20' MAXIMUM SPACING ON CENTER EACH WAY. 9. WELDED WIRE FABRIC, IF USED IN SIDEWALKS, SHALL BE, SHEETS AND CONFORM TO ASTM A-185. FABRIC SHALL BE PLACED IN THE CENTER OF THE SLAB (2-INCH FROM THE BOTTOM) AND LAPPED 1 MESH AT ENDS. 9. BOLLARDS (6" STEEL PIPE FILLED WITH CONCRETE) SHALL BE PROVIDED AT ALL BUILDING CORNERS, INTERIOR CURBS AND NOTED LOCATIONS AROUND DUMPSTER ENCLOSURES. 10. SELECT FILL: THE FILL SHALL CONSIST OF OFF -SITE INORGANIC SILTY CLAYS OR SANDY CLAYS WITH LIQUID LIMIT LESS THAN 40 AND A PLASTICITY INDEX (PI) BETWEEN 10 END 20. SANITARY SEWER CONSTRUCTION: 1. GRAVITY SANITARY SEWERS A. PIPE: USE PVC SEWER PIPE CONFORMING TO ASTM D-1784 WITH CELL CLASSIFICATION OF 12454-8. THE SDR (RATIO OF DIAMETER TO WALL THICKNESS) SHALL BE 26 FOR ALL SEWERS CONFORMING TO ASTM D3034. B. FITTINGS: PVC PIPE FITTINGS SHALL BE FULL BODIED, EITHER INJECTION MOLDED OR FACTORY FABRICATED. C. JOINTS: SPIGOT AND INTEGRATED WALL SEC11ON BELL WITH SOLID CROSS SECTION ELASTOMERIC OR RUBBER RING GASKET CONFORMING TO ASTM D-3212 AND STM F-477. 2. BEDDING, BACKFILL AND TOPSOIL: BEDDING SHALL BE BANK SAND OR NATIVE MATERIAL AS DETERMINED BY ENGINEER. BACKFILL SHALL BE CEMENT STABILIZED SAND (1-1/2 SACK/TON) WHEN EXCAVATION IS A DISTANCE OF 5 FEET OR LESS FROM EDGE OF PAVEMENT. FOR EXCAVATIONS GREATER THAN 5 FEET, NATIVE MATERIAL SHALL 3E USED. TOPSOIL SHALL BE NATIVE MATERIAL UNLESS OTHERWISE SPECIFIED. 3. COMPACTION: FOR EXCAVATIONS A DISTANCE OF 5 FEET OR LESS FROM EDGE OF PAVEMENT PROVIDE COMPACTION TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR). FOR EXCAVATIONS GREATER THAN 5 FEET, PROVIDE COMPACTION TO 85% MAXIMUM DENSITY. 4. PIPE INSTALLATION (BY OPEN CUT) A. INSTALL PIPE IN ACCORDANCE WITH THE RECOMMENDED PRACTICE FOR INSTALLATION OF PVC PIPE UNI-B-5. B. FLOW LINE ELEVATIONS ARE BASED ON LENGTHS BETWEEN MANHOLES' VERTICAL CENTERLINE. C. MAKE ALL CONNECTIONS TO EXISTING STUBS OR SERVICES USION FERNCO ADAPTER OR APPROVED EQUAL. USE 1/2" STAINLESS STEEL BANDS FOR SECURING CONNECTOR TO PIPE. D. ALL STUBS REGARDLESS OF DIAMETER, SHALL BE 13 FEET IN LENGTH UNLESS OTHERWISE SHOWN ON DRAWINGS. E. KEEP EXCAVATIONS FREE OF WATER DURING CONSTRUCTION AND UNTIL FINAL INSPECTION. F. WHEN WORK IS NOT IN PROGRESS, COVER THE EXPOSED ENDS OF PIPES WITH AN APPROVED PLUG TO PREVENT FOREIGN MATERIAL FROM ENTERING PIPE. G. REINFORCED DETECTION MARKING TAPE SHALL BE INSTALLED ABOVE FORCE MAINS. USE TERRA TAP(. SENTRY LINE 1350 BY REEF INDUSTRIES OR EQUAL. 5. PIPE INSTALLATION (OTHER THAN OPEN CUT) A. ALL JOINTS FOR PIPE IN THE HOLE SHALL BE MADE UP PRIOR TO THE PIPE ENTERING THE BORE. B. BORED HOLE FOR ROAD CROSSING SHALL U1ILIZE WATER ONLY FOR LUBRICATION. USE 2-INCH PILOT HOLE FOR ALIGNMENT AND GRADE. FOLLOW WITH MACHINE BORE OR MANDREL OF THE SIZE REQUIRED. C. BORED HOLE SHALL NOT BE MORE THAN 1-INCH GREATER THAN OUTSIDE DIAMETER OF THE PIPE BELL. D. ALL JOINTS FOR PIPE IN THE HOLE SHALL BE MADE UP PRIOR TO THE PIPE ENTERING THE BORE. E. CASING: STEEL CASING PIPE SHALL CONFORM TO ASTM A-53, STANDARD WALL THICKNESS, UNLESS OTHERWISE SHOWN ON DRAWINGS. JOINTS SHALL BE WELDED. 6. SERVICE CONNECTIONS: A. PIPE: SAME AS SPECIFIED UNDER GRAVITY SEWERS FOR LINES UP TO PROPERTY LINES. PVC SCHEDULE 40 FOR LINES INSIDE PROPERTY LINE TO BUILDING/ UNIT. B. FITTINGS: PVC PIPE FITTINGS SHALL BE FULL BODIED, EITHER INJECTION MOLDED OR FACTORY FABRICATED. C. PIPE SADDLES: ONE-PIECE FABRICATED PVC SADDLE WITH NEOPRENE GASKET. GASKET SHALL BE REMOVED, CLEANED AND REFASTENED BY CONTRACTOR USING SPECIFIED SEALANT. D. SEALANT: USE ULTRASEAL P-201 BY ADEKA OR EQUAL. PLACE BEAD OF SEALANT AROUND REFASTENED GASKET TO PROVIDE A WATERTIGHT SEAL BETWEEN UNEVEN SURFACES. E. COUPLINGS: FOR CONNECTION BETWEEN STUB OUT AND EXISTING SERVICE USE A FERNCO ADAPTER. USE 1/2-INCH STAINLESS STEEL BANDS FOR SECURING SADDLES TO MAIN AND COUPLINGS OT SERVICE LINES. F. BACKFILL: USE NATIVE MATERIAL AS APPROVED BY ENGINEER. PROVIDE CEMENT STABILIZED SAND (1-1/2 SACK/TON) WHEN EXCAVATING A DISTANCE OF 5 FEET OR LESS FORM EXI STING PAVEMENT. 7. MANHOLES A. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478. CAST-114-PLACE MANHOLES ARE NOT ACCEPTED. TOP SLAB SHALL BE DESIGNED FOR H2O LOADING. CONE TOP 13 ACCEPTABLE. B. MANHOLE COVERS SHALL BE CAST AS REQUIRED BY THE CITY. C. PROVIDE 2 ROWS OF MASTIC BETWEEN GRADE RINGS FOR A WATERTIGHT SEAL. DO NOT USE MORE THAN 3 RINGS. D. EACH PRECAST BOTTOM SHALL HAVE INVERTS CAST -IN -PLACE WITH 0.1 FT. FALL BETWEEN INLET AND OUTLET. FOR DIFFERENT SIZE LINES MATCH CROWNS UNLESS OTHERWISE SHOWN ON DRAWINGS. E. PIPE OPENINGS SHALL BE FURNISHED WITH A FLEXIBLE CONNECTOR AND STAINLESS STEEL (TYPE 316) BANDS FOR A WATERTIGHT SEAL. F. MANHOLES WITHIN EASEMENTS, RIM ELEVATION TO BE 3-INCHES TO 6-INCHES ABOVE NATURAL GRADE OR AS SHOWN ON DRAWINGS. MANHOLES IN ROAD OR DITCH, RIM ELEVATION = ROAD ELEVATION. G. MORTAR: CONFORM TO REQUIREMENTS OF ASTM C-270, TYPE S USING PORTLAND CEMENT. H. DROP CONNECTIONS AND STUBS SHALL CONFORM TO THE SAME PIPE MATERIAL REQUIREMENTS OF 1HE MAIN PIPE, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1. INSTALL MANHOLES TO CONFORM TO LOCATIONS AND DIMENSIONS SHOWN ON DRAWINGS. J. MANHOLES WITHIN EASEMENTS, RIM ELEVATION SHALL BE 3-INCHES TO 6-INCHES ABOVE NATURAL GRADE OR AS SHOWN ON DRAWINGS. MANHOLES IN ROAD OR DITCH, RIM ELEVATION = ROAD ELEVATION. K. MANHOLES DESIGNATED WITH "X" OR "Y" SHALL BE APPLICABLE TO AN MANHOLE TYPES. MANHOLES TYPES "A" AND "B" MAY BE MODIFIED AS DESIGNATED BY THE "X" AND "Y" SUFFIX. L. ACCEPTABLE METHOD FOR HOLES FOR NEW SEWERS IN EXISTING CONCRETE MANHOLES SHALL BE CCRED. M. EXFILTRATION TEST. PLUG ALL SEWER LINES MINIMUM 6-INCHES ON MANHOLE WALL AND FILL MAN-IOLE WITH WATER. THE AMOUNT OF WATER NECESSARY TO MAINTAIN A CONSTANT LEVEL IN THE MANHOLE SHALL BE MEASURED. LEAKAGE SHALL NOT EXCEED 0.1 GAL/FT. DIAMETER/ FT. OF MANHOLE DEPTH PER HOUR. N. VACUUM TEST: INSTALL TESTER HEAD ASSEMBLY AT TOP OF MANHOLE AND INFLATE SEAL IN ELENENT PER MANUFACTURER'S INSTRUCTIONS TO RECOMMEND MAXIMUM INFRATION PRESSURE. EVACUATE 10-INCHES MERCURY (Hg), DISCONNECT PUMP AND MONITOR VACUUM FOR TIME PERIOD REQUIRED BELOW. DEPTH OF MANHOLE DIAMETER MANHOLE 48" 60" 72" 4' 10 SEC 13 SEC. 16 SEC 8' 20 26 32 12' 30 39 48 16' 40 52 64 20' 50 65 80 24' 50 78 96 * 5 6.5 8 * ADD TIME FOR EACH ADDITIONAL 2' DEPTH TCEQ ENVIRONMENT QUALITY CHAPTER 290 PUBLIC DRINKING WATER "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS" REQUIREMENTS: 1. SECTION 290.44 (a) (1): ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL SANITATION FOUNDATION (ANSI/NSF) STANDARD 61 AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI. 2. SECTION 290.44 (a) (2): ALL PLASTIC PIPE FOR USE IN PUBLIC DRINKING WATER SYSTEMS MUST ALSO BEAR THE NATIONAL SANITATION FOUNDATION SEAL OF APPROVAL (NSA-pw) AND HAVE ASTM DESIGN PRESSURE RATING OF AT LEAST 150 PSI OR A STANDARD DIMENSION RATIO OF 26 OR LESS. 3. SECTION 290.44 (d): MINIMUM PRESSURE REQUIREMENTS: THE SYSTEM MUST BE DESIGNED TO MAINTAIN A MINIMUM PRESSURE OF 35 PSI AT ALL POINTS WITHIN THE DISTRIBUTION NETWORK AT FLOW RATES OF AT LEAST 1.5 GALLONS PER MINUTE PER CONNECTION. WHEN A SYSTEM IS INTENDED TO PROVIDE FIRE FIGHTING CAPABILITY, IT MUST ALSO BE DESIGNED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI UNDER COMBINED FIRE AND DRINKING WATER FLOW CONDITIONS. 4. SECTION 290.44 (d) (4): EACH COMMUNITY PUBLIC DRINKING WATER SYSTEM SHALL PROVIDE ACCURATE METERING DEVICES AT EACH RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL SERVICE CONNECTION FOR THE ACCUMULATION OF WATER USAGE DATA. A WATER SYSTEM THAT FURNISHES THE SERVICES OR COMMODITY ONLY TO ITSELF OR ITS EMPLOYEES WHEN THAT SERVICE OR COMMODITY IS NOT RESOLD TO OR USED BY OTHERS IS EXEMPT FROM TiiS REQUIREMENT. 5. SECTION 290.44 (d) (6): THE SYSTEM SHALL BE DESIGNED TO AFFORD EFFECTIVE CIRCULATION OF' WATER WITH A MINIMUM OF DEAD ENDS. ALL DEAD-END MAINS SHALL BE PROVIDED WITH ACCEPTABLE FLUSHING VALVES AND DISCHARGE PIPING. ALL DEAD-END LINES LESS THAN TWO (2) INCHES IN DIAMETER WILL NOT REQUIRE FLUSH VALVES IF THEY END AT A CUSTOMER SERVICE. WHERE DEAD ENDS ARE NECESSARY AS A STAGE IN THE GROWTH OF THE SYSTEM, THEY SHALL BE LOCATED AND ARRANGED TO ULTIMATELY CONNECT THE ENDS TO PROVIDE CIRCULATION. SANITARY SEWER TESTING: 1. LOW PRESSURE AIR TEST: PERFORM ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE DESIGN CRITERIA PARAGRAPH 317.2 (A)(4) AND ASTM C-828 AND ASTM C-924. FOR SECTIONS OF PIPE LESS THAN 36 INCH AVERAGE INSIDE DIAMETER, THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE TO DROP FROM 3.5 POUNDS 0 m PER SQUARE INCH GAGE TO 2.5 POUNDS PER SQUARE INCH GAUGE SHALL BE COMPUTED FROM THE FOLLOWING r \ m a EQUATION: N In Y Y w T= 0.0850 (D)(K)/(Q) F \ ¢ in w J WHERE, p Z o to c=j d' T = TIME FOR PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE IN SECONDS. K = 0.000419 (D)(L), BUT NOT LESS THAN 1.0 D = AVERAGE INSIDE DIAMETER IN INCHES L = LENGTH OF LINE IN FEET OF SAME PIPE SIZE BEING TESTED Q = RATE OF LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE SINCE A "K" VALUE OF LESS THAN 1.0 SHALL NOT BE USED, THERE ARE MINIMUM TESTING TIMES FOR EACH PIPE W DIAMETER. PIPE MINIMUM LENGTH FOR TIME FOR DIAMETER TIME MINIMUM TIME LONGER LENGTH Cc cc^ (INCHES) (SECONDS) (FEET) (SECONDS) U) 6 454 1 340 398 .85 (L) 0 8 454 298 .520 (L) 10 567 239 2.374 (L) 12 680 199 3.419 (L) 15 850 159 5.342 (L) L 18 1020 133 7.693 (L) W I- 21 1190 114 10.471 (L) ® .. 24 1360 100 13.676 (L) W 27 1530 88 17.309 (L) 30 1700 80 21.369 (L) 33 1870 72 25.856 (L) U. `(, ) FOR SECTIONS OF PIPE WHICH HAVE AN AVERAGE INSIDE DIAMETER LESS THAN 36-INCHES THE FOLLOWING OPTION IS O AVAILABLE. THE TEST MAY BE STOPPED IF NO PRESSURE LOSS HAS OCCURRED DURING THE 25% OF THE CALCULATED O 0 TESTING TIME. IF ANY PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF THE TESTING PERIOD, THEN THE TEST SHALL CONTINUE UNTIL FAILURE. LINES WITH A 36-INCH AVERAGE INSIDE DIAMETER AND LARGER MAY /� BE AIR TESTED AT EACH JOINT. IF AN AIR TEST IS USED, A VISUAL INSPECTION OF THE LINE BETWEEN THE JOINTS V) SHALL BE PERFORMED IMMEDIATELY AFTER THE AIR TEST. THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE TO DROP FOR 3.5 PSIG TO 2.5 PSIG DURING A JOINT TEST, REGARDLESS OF PIPE SIZE, SHALL BE 10 SECONDS. 2. DEFLECTION TEST: AFTER BACKFILL HAS BEEN IN PLACE AT LEAST THIRTY (30) DAYS, MANUALLY RUN A RIGID BALL OR MANDREL THROUGH THE PIPE. THE BALL OR MANDREL SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. PERFORM THE TEST WITHOUT MECHANICAL PULLING DEVICE. MAXIMUM ALLOWABLE PIPE DEFLEC11ON AFTER INSTALLATION AND BACKFILL SHALL BE 5% PER ASTM D-3034. SUBMIT TEST RESULTS TO THE U ENGINEER. .jA WATER DISTRIBUTION LINE CONSTRUCTION: Q' ! ,y '`` s99`'gLu 1. PIPE: PVC AWWA C-900 CLASS A, MINIMUM 150 PSI. 2. BENDS AND FITTINGS: ANSI A21.10, DUCTILE IRON; ANSI A21.11 MECHANICAL JOINT TYPE; MINIMUM 250 PSIG PRESSURE RATING. ALL MECHANICAL JOINTS (MJ) SHALL BE BOLTED. �� 1<�� '✓ 3. JOINTS: ASTM D-3139, PUSH -ON TYPE ELASTOMERIC GASKET JOINTS IN INTEGRAL BELLS. 4. GASKETS: ELASTOMERIC GASKETS AND SEALS CONFORMING TO ASTM F-477. U 0 5. THRUST BLOCKS/JOINT RESTRAINTS: w a A. CONCRETE THRUST BLOCKS (2,000 PSI MINIMUM): PROVIDED PER DETAILS. B. FOR PVC -DI CONNECTIONS USE EBAA MEGALUG SERIES 2000 AND UNI-FLANGE SERIES 1500 RESTRAINT DEVICES. 6. GATE VALVES WITH BOXES: A. ALL GATE VALVES SHALL BE RESILIENT -SEATED GATE VALVES IN ACCORDANCE WITH ANSI/AWWA C509-97/ ACCEPTED PRODUCT IS MUELLER A-2360-20 OR APPROVED EQUAL. B. VALVE BOXES: PROVIDE TYPE "A", CAST-IRON, SLIDE -TYPE, VALVE BOXES AS MANUFACTURED BY BASS AND HAYS FOUNDRY, INC. OR APPROVED EQUAL WITH "W" CAST INTO LID. COAT BOXES, BASES AND LIDS BY DIPPING IN HOT BITUMINOUS VARNISH. PROVIDE 6-INCH PVC, CLASS 150, DR 18, RISER PIPES. C. TAPPING SLEEVES AND VALVE ASSEMBLIES: FOR C-900 PIPE: MUELLER H-615 OR APPROVED EQUAL. FOR AC PIPE MUELLER H-619 OR APPROVED EQUAL. 7. FIRE HYDRANTS ASSEMBLIES: A. FIRE HYDRANT ASSEMBLIES SHALL CONSIST OF THE FOLLOWING COMPONENTS: FIRE HYDRANT, 6" MECHANICAL JOINTS BY EBAA OR EQUAL, SPOOL PIECES, 6" GATE VALVE, AND TEE AS SPECIFIED PER THESE DRAWINGS HEREIN. B. FIRE HYDRANTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AWWA C502 STANDARDS FOR DRY BARREL FIRE HYDRANTS. ACCEPTABLE PRODUCT IS MUELLER SUPER CENTURION 200 A-423 OR APPROVED EQUAL. C. GATES VALVES AND TEE FITTINGS SHALL BE MECHANICAL JOINT (MJ) AND BOLTED TOGETHER OR MEGALUG FOR PVC -DI CONNECTIONS. 8. PIPE INSTALLATION (BY OPEN CUT) A. INSTALL PIPE AND JOINTS IN ACCORDANCE WITH ANSI/AWWA C-600-87 AND MANUFACTURER'S INSTRUCTIONS TO LINE AND GRADE SHOWN ON DRAWINGS. B. EXCAVATE TO REQUIRED DEPTH AND WIDTH AND INSTALL TO LINE AND GRADE AS SHOWN ON THE DRAWINGS. C. IF SANDY SOIL CONDITIONS ARE ENCOUNTERED, AT 500' INTERVALS PROVIDE 3' WIDE GROUNDWATER BARRIER CONSISTING OF A LOW PERMEABILITY MATERIAL TO IMPEDE PASSAGE OF WATER THROUGH THE BEDDING AND EMBEDMENT. MATERIAL SHALL MEET A SOIL CLASSIFICATION GC, SC, Cl OR ML-CL, AND SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. MATERIAL MAY BE FINELY DIVIDED SUITABLE JOB EXCAVATED MATERIAL, FREE FROM STONES, ORGANIC MATERIAL, AND DEBRIS. D. ALL PLUGGED LINES FOR FUTURE EXTENSIONS SHALL BE 5-FEET IN LENGTH WITH RESTRAINED JOINT DEVICES UNLESS NOTED OTHERWISE (U.N.O.) ON DRAWINGS. 9. PIPE INSTALLATION (OTHER THAN OPEN CUT) A. ALL JOINTS FOR PIPE IN THE HOLE SHALL BE MADE UP PRIOR TO THE PIPE ENTERING THE BORE. B. BORED HOLE FOR ROAD CROSSING SHALL UTILIZE WATER ONLY FOR LUBRICATION. USE 2-INCH PILOT HOLE FOR ALIGNMENT AND GRADE. FOLLOW WITH MACHINE BORE OR MANDREL OF THE SIZE REQUIRED. C. BORED HOLE SHALL NOT BE MORE THAN 1-INCH GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE BELL. 10. TESTING. A. TEST PRESSURE SHALL NOT BE LESS THAN 1.5 TIMES THE WORKING PRESSURE OF THE HIGHEST POINT OF THE TEST SECTION. (U.N.O.) , TEST PRESSURE SHALL BE 140 PSI. B. MINIMUM DURATION OF TEST SHALL BE 2 HOURS LONG. C. TEST PRESSURE SHALL NOT BE VARY BY MORE THAN f5 PSI FOR THE DURATION OF THE TEST. D. REMOVE ALL AIR FROM LINE PRIOR TO TESTING. INSTALL CORPORATION COCKS AT HIGH POINTS IF NECESSARY TO REMOVE AIR. E. LEAKAGE SHALL BE DEFINED AS THE QUANTITY OF WATER THAT MUST BE SUPPLIED TO THE TEST SECTION TO MAINTAIN THE SPECIFIED TEST PRESSURE. F. ALLOWABLE LEAKAGE MUST BE LESS THAN OR EQUAL TO THAT DETERMINED BY THE FOLLOWING: L = SDP / 133,200 WHERE: L = ALLOWABLE LEAKAGE, IN GALLONS PER HOUR (GPH) S = LENGTH OF PIPE TESTED, FT. D = NOMINAL DIAMETER OF PIPE, INCHES P = AVERAGE TEST PRESSURE, PSI. G. THE ALLOWABLE LEAKAGE FOR CLOSED METAL -SEATED VALVES IS 0.0078 GPH/INCH OF NOMINAL VALVE SIZE. 11. DISINFECTION: SHALL BE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS" AS PUBLISHED BY THE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION (TNRCC) AS STATED IN AWWA C-651 FOR WATER MAINS, AWWA C-652 FOR WATER STORAGE FACILITIES, AND AWWA C-654 FOR WELLS. c#Ty IF THE APPROVED PLAN'S ARE MODIFIED, A NEW SUBINI T ;Ill: TO THE CITY IS REQUIRED PRIO'; TO THE CHANGE IS OCCURRING U� J� 0 � G cq T u1 �Z ,F- N In Ill a h Z . co z 2 x IX- Orn1 0 s w F Ln 10Z: } it V rn Ws m v L W Ld *- .�.. it ISSUED FOR AD REVIEW 01/07/09 REVISE PER CITY COMMENTS 0 _ 01/15/09 REVISE PER CITY_ COMMENTS 01/30/09 REVISE PER ARCHITECTS COMMENTS r�P(E OF. rF qi RANDALL J. LISKA DWG NAME: SEC JOB NO: 08-339 1" REV: D GENERAL NOTES: SURVEYOR NOTES: 60 0 60 720 780 Feet 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD SCALE: 1"=60 GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. 83) MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT I OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. L.P.S.M. N0. 109, ELEVATION = 23.50 NGS 1929 1978 ADJ. , 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4 DEEP LOCATED O. THE SOUTHWEST CORNER G THE INTERSECTION) 0� A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT PERMISSION FROM THE OWNER. LOCATED ATED A S STREET AND CARLOW STREET. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: 3. PROJECT T.B.M. NO. t IS A BOLT ON A FIRE HYDRANT ON B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15' CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. 4. PROJECT T.B.M. N0. 2 IS A BOLT ON A FIRE HYDRANT ON ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS PARKWAY. ELEV. = 23.81' THESE UNDERGROUND FACILITIES. EXPENSE. 5. PROJECT T.B.M. NO. 3 IS AN `J ON THE NORTH RIM OF A D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD = 22.90'• CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT-OF-WAYS. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND COMPILATION OF INFORMATION AND DO NOT REPRESENT THE THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING,, RESULTS OF A BOUNDARY SURVEY. VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" . ABOVE FINISHED GRADE. 0 02/02/09 - ADJUSTMENT OF CONTOURS AROUND INLETS IN PAVILION AREA VICINITY MAP N.T.S. lW (A RIM 1-1I \/ = ')• P: il-' % I-I6;! FI! / - ;`;'.p;!' 1, I (UI-' OI RIM 1-:1.1 ! yg' - :)� 'J", iUP U1= RIM [L.f_V. - J.(i(.i' --i_XY.OIV PIPEI_Iblli. :,4 I (1' I L 16, /2' .1 III" Rl FIM FI_ IP 83, :3f)" F 1:,(!:1) I:I. 1',.'JG' - - RI P(W) FL = It.48' Pu't 12' rul .I v r - .,0" I (. I'((_:) I1. .- I(,. Ifi' .. Ir.' '4' RCP(I.) FL Ib 48' n. '�. I.' -.__ -. (, :c= I I/d, I r,l� 11. `-- ILi.6g a, "- i0" R�'I' _ 1.- , n.. 'rwnl r:II1 'iU' I , f ([) PI_ . Ih ;7' ,I' t7(- I Ih4 I:I_I!.V ',_1,%' - m St )' RCI'(5>) rI. - 16.�'J' - 1.f..-`II'i I`I tl /cc' Nc> riv Nlp- ___ Iq -':f _. -._.. 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Z Z =� Z w __ W 1 - CD a 0. U) 1 1 - I I_ I.. IlI w X F rn !' ' Cjl �a __ Z C, ru(i - 2am m {y F�-� M 1 - i Ilz fI_ - >. 01 m Z; a V m "II % LL: W I / fJ , (� %t r 1 � , f( I - 0) 4J I ` ,,`r ; �i I I .:a.'„ o ' 1-1- w I �� 1 /iI - 1 %,! \�/ I' i iEL _ II : ISSUED FOR ; I-._.---- �'\: -Ld Ij REVIEW -. .. _..._. m 1 I `t ; 01 /0709 REVISE PER ,I Ii, jf CITY _.--,,. NTS (11'�' : 1.11 I C 01/15/09 REVISE PER CITY I I 1 COM MENTS IJ ,{ I, 01 30 09 �., �11I ( I.:11 , ! D / / REVISE PER i i AR CHITECTS RCHITEC I TS COMMENTS 'I I MENTS QARCHOITECTS E OIMME�NTLS - I II -ADDENDUM 1_-------_- I Ull4 Ifld I ill I I , III (IIaA I' I III ----._._..---- I n I _ vJ.. _. - - r I .- I I I V, I I� I Ili 10 P nil / _ 4 !I Ij11 '( OF ���\ I I I, J4P F;... �F�- j Q r h; ' Iai - li r p,; l ....................... l%u, 'r � RANDALL J. LISKA I j' Ir- :... ...0 i I ',q.. ..89374 ��Q./j )!'� 'III i \ i .. J I) f 1 11,; O'\ J 11 11 R--u lr A,I,&w SUB IU DW A E. Cygy RRQU/RED p At f { gq - s , 1; Fps OCLI Rl R 'AVA URRIN PLAN" ' D O J FnI I --I - J -.. _ �. I , _' _._ g�' L _.- V 5 -�_' JOB NO: 08_339 REV: E GENERAL NOTES B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION I, ,REGISTERED UNDER THE LAW OF THE STATE THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED 1. REFERENCE LINES AND GRADES PER MITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. OF TEXAS TO PRECTICE THE PROFESSION OF LAND SURVEYING, REPRESENTS THE JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR RESULTS OF A SURVEY PERFORMED UNDER MY SUPERVISION AND THAT ALL THE LOCATION CN THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHALL BE OBTAINED AT HIS EXPENSE. BOUNDARY CORNERS, SINGLE POINTS AND POINTS OF CURVE HAVE BEEN, OR THIRTY USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST 5. SAFETY: WILL BE, MARKED WITH FIVE -EIGHTS INCH IRON RODS NOT LESS THAN THAT THIS PLAT (SITE PLAN) COMPLIES WITH THE IDENTIFY SPECIFIC FLOOD CONDITIONS. OR DAMAGED. A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY (30) INCHES IN LENGTH AND REQUIREMENTS AS SPECIFIED IN THE CITY OF LA PORTWE DEVELOPMENT SITE PLAN ACCURACY CERTIFICATE• 2. EXISTING UTILITIES A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD RIGHT-OF-WAYS. ORDINANCE. I, RANDALL J. LISKA, AM REGISTERED UNDER THE LAWS OF THE STATE OF TO CONSTRUCTION OF PROPOSED FACILITIES. B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT: AND " C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND SHORING. BY: OF SURVEYOR) THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE E RIMS SHALL BE ADJUSTED TO 3" ABOVE (SIGNATURE ES RE ACCURATELY SHOWN ON THE PLAT s ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR 6. ALL EXISTING MANIOC ANGL A SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING FINISHED GRADE. / * ....: WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" BY: ` CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ABOVE FINISHED GRADE. (PRINT NAME) gy; RANDALL LISKA V TEXAS REGISTRATION NUMBER: 89374 �....:..............'.......... THESE UNDERGROUND FACILITIES. BENCHMARK NOTES RANDA _ J. LISKA, P.E. 08 F3937 ; a TR TION NUMBER• UTILITY STATEMENT• 6E'� d �''•��'%FBI` ��'-a`' D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE TEXAS REGIS A 4t�5, NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE SEAL) THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY TRALLAPOZO COORDINATE SYSTEM, SOUTH CENTRAL ZONE (HAD 83). (AFFIX ABOVE -GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND 2. MONUMENT L.P.S.M. NO. PROJECT BENCHMARK IS CITY OF MONUMENT LEGAL DESCRIPTION: UTILITTES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR 109, ELEVATION = 23.50 NGS 1929 (19TE LOCATED AT THE LA PORTE OUTLOTS, BEING UTILITIES/STRUCTURES MAY BE ENCOUNTERED. EXCAVATIONS WERE MADE DURING THE THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND IRS 690A, 691A, 708A, & 709A OF THE W.M. JONES SURVEY, A-482, THE I PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS CARLOW STREET. NO. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST 33.64 ACRES OUT CITY OF LA PORTE, HARRIS COUNTY, TEXAS CITY APPROVAL AUTHORITY CERTIFICATE: UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL 3. PROJECT T.B.M. SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER PROJECT USE PARK OF LA PORTS, TEXAS HAS APPROVED THIS SITE PLAN LIABILITY. POLE NO. 19285. ELEV. = 24.15' FIRE HYDRANT ON THE WEST NAME OF DEVELOPMENT - WEST SIDE PARK THIS IS TO CERTIFY THAT THE CITY AND THE EXPANSION BY THE CITY OF LA PORTS OF THE FACILITY KNOWN A THE LITTLE 3. EXISTING CONDITIONS: BE TAKEN TO NOT DAMAGE ANY TREES 4. PROJECT T.B.M. NO. 2 IS A BOLT ON A APPROXIMATELY 10 FEET SOUTH OF POWER TYPE OF DEVELOPMENT - NEW CITY PARK CEDAR BAYOU 'HASTE WATER TREATMENT PLANT LOCATED AT 1301 SOUTH 4th STREET IN A. SPECIAL CARE SHALL OR DISTURB THE DRAINAGE. SIDE OF CANADA STREET NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' ZONED - MANUFACTURED HOUSING (MH) CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS 5. POLE 0.2 MILES PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE JOB ADDRESS - 3600 CANADA ROAD, LA PORTS, TX 77571 DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE PARKIN BY: SHALL NOT BE DEPOSITED GREATER THAN 4' DEEP WITHOUT SOUTH END OF THE PROJECT, ELEV. = 22.90'. DIRECTOR, PLANNING DEPARTMENT PERMISSION FROM THE OWNER. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION EXISTING PARKING SPACES: 325 4. PERMITS: OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A PROP. HANDICAPPED SPACE: 10 0 A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, BOUNDARY SURVEY. �NDSCAPING: AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. DEVELOPMENT AREA LANDSCAPING 1,465,532.00 S.F. - - ;AII 1 NUMB R OF EES - - - - -- -- 4.;1 -- -a-- - -- - f_ I li 'hill _._'. - 9? II i S —�tf 11 I I r I a nnit_ L l \ \( 4Peiflit 4 • s • -- PFi`OJECT SIT_,- ' v /, -- N- -- --- VICINITY MAP N.T.S. 60 0 60 120 180 Feet SCALE: 1"=60 Ej--- FNil I .-.__ ....... CANADASTREET 100 R. OW ._ - _ 1 I l. ... will, It In -CAH t ( a , _ 10` PECAN 18PbtnN -' OAP: _U U) ItCAN . In Ifcin, T_,r ,nu In rltnH so 1cn:nn P_OSED'C-900 WATER \ PRO ' __ _ : Q SEE' SHEET C1.02 \ AN) Fill 111 '-'18 PI it �0I'L(:AN �jk" PECAN � cLPilnSf I� cll �1 nt RI Furl, _:-- _ ..>- PROPOSED CONC PAVING r Al r....,r — (f)) IN rlu',' I is>.,I„lo n.t c; a \\ z C>! / SEE SHEET C1.04 N : (\ 1I.MXIAI ist--------------/ I2 a �r T I f l t F-1-1 FT_ I IC LIPROPOSED 'i —/ STM SWR I � / PROPOSED WATER SEE SHEET C1.02 to - I - PROPOSED STM -' - =i SEE SHEET C' \ - , _ 1 ,r )�, -' - /, LTA l �., .c _ _04 .� -- - 1 - , +-,ernove Weed 1 -'„ \ __..,) \ _ _. __.... I / / � SEE SHEET C1. 9 = , ti' CHINA ,) ., — J, It • d — i L 7 ` < , it — 1 tI�I — ti a ti i��>- ---------- -- ..' - I1 PFAd I , --- - I 11 G't' JI t t L/ P f� r�. 1' ld tCnl t � - I _ , : � 1� ur rI t.AN I it10 i7 I�� - _ !, '';�AN \�, � '"�-"�,�. If I, r j- , 1, 1 \jig 1 'x7l ,l . ,� `.,- C - JA, 7S1//SI ., \ 4l PROPOSED CONCR. NZ i I i P 0 I 7� :THICK pi CAN '_ -- - flF'.._ �is-'IlPrlAN +s' �r:nrl -IO" frnN -1- I I i (•1 1.... Ic I , /(II) , v , I I' II I %"- ,'I O ), it r t_ v I\\ „I , n _, I I I , , O m \ r M m p w C4 w O z a le Y O < a DJp w a0 .- •- o to czi v 0 a , I ' 0 1 I 1= �rl w y -. i I =n (- :- LLl 1 u� Ni Nil 0 I i Va J� O "J IT N w Z Z �z ~ N m towa ww axo zz x�0' _ wi:M �V �Uily � 3 ,� a a O Q w w co .-.__ ISSUED FOR — - - QA REVIEW Q01/07/09 REVISE PER _ CITY COMM_EN_TS____ ©01 15 09 REVISE PER _ CITY_ COMMENTS D 01/30/09 REVISE PER : ARCHITECTS CO_M-M--E-N— TS �A2%09TSOSR___YCMMEN I i I I AW ' q 1 4 c:f — 1 c1 I C 1 1 —. clr Jr,r , Cr "L III lr. tt Ill U In O t E ;.. .' �: DWG IPPR Eb O. A NEWSUOMITTAL PLANS IS RE UhR rej RANDALL J. LISKA ,................... .- . 89374 „ -/ •., rejo✓u4.+y I,2oa9 VGEIS pEU PRIOR DWG: by CCURRING c1a J08 NO: 08-339 REV: E . C GENERAL NOTES: SURVEYOR NOTES: 60 0 60 120 180 Feet 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE SCALE: 1"=60 A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. 83)• MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. L.P.S.M. NO. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4 DEEP LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT PERMISSION FROM THE OWNER. OF ANDRICKS STREET AND CARLOW STREET. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: 3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15' CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. 4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN PARKWAY. ELEV. = 23.81' CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS 5. PROJECT T.B.M. NO, 3 IS AN "X" ON THE NORTH RIM OF A THESE UNDERGROUND FACILITIES. EXPENSE. MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY = 22 90' CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT-OF-WAYS. COMPILA11ON OF INFORMATION AND DO NOT REPRESENT THE SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND RESULTS OF A BOUNDARY SURVEY. THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" _ %I_� • {I 4 y lJ i� L- P RIOJ ECT I.A PORIL ABOVE FINISHED GRADE. VICINITY MAP N.T.S. EXISTING WATER LINE PROPOSED 12" X 2" SADDLE TAP PROPOSED 12" X 2" SADDLE TAP PROPOSED 12" X 2" SADDLE TAP (CONTRACTOR TO VERIFY PROPOSED 12 X 6" TS&V PROPOSED 2" IRRIGATION METER LxxoniRu'[anle THE LOCATION, DEPTH, OF l u� l u�.v. �a' ,. PROPOSED 2 ME R TCP (A RIM rl_I V. '2. >5' �� 4 RCP(w) I t -.= I,, 1 �' PROPOSED 2" IRRIGAl10N METER AND SIZE PRIOR TO CONSTRUCTION) 1 IUI' UI hIM 11- V Y.Sc� '4" i,,.l'(W) I 1 11' /0' ' i RI;P(L) I_ - If:.. It+ real' I III F U -'' t l">' _._ �- 'I'•=1_ ' 30" I,ta'(PI) i:1f' - 1' ."rc. 1 " HIT Y' I,,.P - .-50'• (�l I'(L) F -- 16.7G �I:1" I,t r'(i:) FL. 16 7' �„ ' J cr-t�) FI ry _-: 'I.n , 1, F•t I I-l. Ih.E;O' i0• F,,I' •-, _ - If.59, 30' Nfv( if, - 14.,i1' - -- - n n ., ._. _. ,. PVjkfl It 4, 1, - .. .--Pill! 1. , CY mul >r ] 1 If Y II11-' 111 I;I61 I LI:.V _I. /fi' 0 11 n( F,IM CLI V - r1:1 n n ,,r .r• I c_r 11. 1( ,_ 1.1.,1 CA ADA STREET (100' R.O.W.) - - 1 Wv n � --- -- -- - -�-\ - - I-'- - -- I1 �.- - - -- - -- - _.. L-- -- - - - '�" I'I� ill '„ _. __ - /li'I� �F 1-i1.1 f i.1-:�� .,i t'�' -' T _ - .,;. __ 1(v (-d-J21M FLI:V. - ::'I./,I' Jr, i-. I-., r �: .- - - - IOP 01 MIA FI_LV. ._1.91' TBM 2 91of 1 _.___'I _ -:... _:.---..._ -,I (! Z ..)1,),-),. -_IBM _ ::) %I ";I .'i III I. II_ -- �... 1 h'(.:I-' II - I(1.(. (I IJ 0.) N 1 L1.1 I M _. , ,^_. , ._.., ��_- , ._, � ,,, __ - � EXISIT�G,SAN H ul t ! v trr nl :�I n,ll (( Y i 1 �? } - - ri'lfl 7 ! RIMS 2'21,,48 �2�{'i)� '4i �� //f'�+�� ''�. �.1 �' i. - �t.,�I11 �. �,nx -fr-t1 ._ - } e ,;.e, ur r,•nIe1, rr,.nla ' , FL-5,�8$-, ISE) EXISTING WATER LINE :CAN.' y._ f-. .� .'A .Yfl4npl ,1 PL(.l,pi ,' Ni, i L_nll ,, •, J, A_.. _. ,/;. 4C., a >I:�nrl L-rl.r_nllin"PI;�_nrl I FL=16.29__(NW).-. (CONTRACTOR TO VERIFY pCF, _ I - �� n u r, � ,-...x1, Prcnrl ,.-- -__ _- .';� BE ICO _ _ - r - " ROP ANO S�ZE PR OR TO CONS�FtUCfibN` `(MANHOLE TO PROPOSED 6 WATER t r, tl BE'PROVIDEDL DR ) .73 J SERVICE LINE t �) i'; ? IIIIUI 1 II /18" i t W /.�. �.,. ) q l o" P.u;nN fl' PErnrl ?' I i ri.. � :;oJ � 'It)" P[Cnh1 zn" PIS nr1 sf ---- \ ) PROPOSED 2' WATER -- N, ( �U SERVICE LINE��� ��} 13 �`'' �' M I {.)[,E hid �.�I% ,. scr' rcc or �I I_ � ' � to"-i>I m - - ( \I IN /� - �i I f, PROPOSED 8" SDR-26 SAN SWF� _ i PROPOSED SAN,MH #2 - 7:8 �: �,. F ® 0.33% SLOPE U 428 L , U Ci gl[PROPOSED CLEANOUT Y , T , rl NN 1 1 PROPOSED "SAN MH #1 - Filrl:ulrl ® �. \- RIM=24:20' PROPOSED 45' BEND � / ' � 1 � _- - 7 IJJ�\\ ._ RO _ ,i PROPOSES 3/4 W 'TER SERVIC INE 1, - " �r PROPOSED- SDR -26 SAN SWR (TO BE SLEEVED IN,2" PVC CA, NG) E \--- 68,LF ® 0:33% SLOPE --- -- PROPOSED 6" X 2 1/2" SADDLE TAP --- _ P{��Js�SD 2 ;WATER -- = -=-= _ 5 S I�VICE LINEu• � s' ; t � _ 1 _ _ -- - PROPOSED PRO�'� ED 4 1/2" WATER -- --- - .-I-, _ - \ , / -en cre,al _ ,METER..`,, SERVICE Wil �� - C ) � I `r .. PROPOSED / t 1 � PROPOSED 1" WATER ---- r_, 1 <r PROPOSED FIRE \ ) 1 PROPOSED, 2 WATER _ to 2, METER;) SERVICE LINE `:� �" - - HYDRANT ASSY r - - PROP05ED 3/4 WATE SERVICE LINE _ S SERVICE LINE., (TO �E"<SLEEVED_IN::2'_.P-VC-.CASING)- ,u1.,: Iwmove Wccd .,., 1 ;Z �s -- - -- v)It: O ✓Y-��k� `��.`', --- .)-li.. I >;,!.0 ri rrurl^7..1 -- ��- 7,.1 \'. ,,./ /- `i �� h11 `i :�i.0 -- -- y, ,4 ti - - - 0 --_- - - - - __I 11. J 1II1... lfl I.L_ llI I 1 -1 I.1 1T 1.I_.. .I _I - IC- ,,-, _ - - 1;`- _ 1 00 r o m \ m M uj w N w p `1 Y H O ¢ ¢ m w n, Lj TOP OF RIM I-:I_EV 12.86' W LIB ,;r-,' RCP(W) FL = 1 154' ` 30' RI,F(N) FIL = IS IS' :7 0" RCP(") (') FIL = 14 `0' /1 48 RCP(f) FL 1 1 ")' (,jam T8M3. 7 _ W C_ ,r /"b . rP �c , et ' J 0 o IC) iJ I i ) „ I -r F.... CJ ; n Iz c'I cl , cc) (J .'I cn 14 ICJ x ; I I__--------- u ----------- - 1 � ' I - �`> � PROPOSED PROPOSED 45r 18 ' D I I {�� _ taw - � ;I Lt1ILL--I 1 L _ 0 19"PECAN I,i PEA 1AN p= nq ur r---rnl.PROPOSED 2 1 2" WATER Y.�. / 1, , - rr a rcrnr , IN f " I'I .- , ---- ) ...r0i AN .._........ -� y+ 111Y:' Pt20�0$ED 3/4 WATER SERVICE LINE _ rs Ph _,1' � I _ Y 1CASING)- �� - - _ ® _ 1 � , I/ 4 ) BE SLEEV-b IN 2" PVC / (, ((� PROPOSED 8 8DR-26 SAN SWR I At I n l / 468LF00.3% i f� -------'I �R SLOPE } _ ,1 �' -r' , ./a. I. 9 f' lii PE_AN ,MA(NI9�� AN M nu zl ,rl< N V (�- PROPOSED H # ry RIM=23.60, S (j. ce FL 19. WA , - CC7 - - } PROPOSED 8" SDR-26 SAN SWIG - K�I�:. 163 LF ® 0.33% SLOPE PROPOSED SAN MH #4 0 RIM=23.50 FL=2,4.64' - 1 ' 1, L ` ) n: i I ,I U 11 _2x. ,t I) � � ..�J �,., c F n i n �,li _ ----- - __ IF H APPRO11 D P �!S _I DI IED, AN :SUBMITTAL PROPOSED 45' BEND j N CI IS REQ JOED PRIOR rQ E C ANGE IS OCCURRING 99� I I-11.1 I ( U W O CL a U� J P J � O r w 0 Z Z ~ T a' z to w W a n Lu OD Z C7� wLo } M Z� �vm 3yo o ¢ a ti Dj w F .' i,{ co ISSUED FOR AAREVIEW © 01/07/09 REVISE PER _CITY COMMENTS © 01/15/09 REVISE PER CITY COMMENTS D 01/30/09 REVISE PER ACCRHHC��HIIEETEE��CTS COMMENTS ��DDENDUM 09 MMOENTSR-- ..� RANDALL J. USKA ...... .., 89374 ...7Q•/�. 1, \fit � L /•!�-, C�L.uw N I e7a" FON-M U PLAN D y 1002 JOB NO: 08-339 REV: E GENERAL NOTES: 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS: A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. i MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT. PERMISSION FROM THE OWNER. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL, SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS THESE UNDERGROUND FACILITIES. EXPENSE. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT-OF-WAYS. SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. f RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" s UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. SURVEYOR NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.). LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND CARLOW STREET. 3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15' 4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' 5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. 60 0 60 120 180 Feet SCALE: 1"=60 i DRAINAGE LEGEND al GRATE INLET - - - STORM SEWER LINE TOP OF BANK WATER SURFACE _. DRAINAGE AREA I � - _ fi t � v t LA ­1T } _ x j A : - - it -- - r y"-_. _- to PORTC FF k is: _-_ � 1�•-+-1 i rr" °�u �� l r �ih nri5 - -y PF,0JECT SITS. I i Rim,, Sign CANADA STREET (100' R.O.W.) '.: .,.__. •. ,r::.--_..-s,c�-� ,�-�-•- _. ,'.�;:,.,-_... ._......., _ ..:_. _ _.. ------ 1 --�I "'•- ----- ,_-�--' - -- --- ` - - - - - - -- _. r_ v - _ --f_ _ -. ._i... ._. _L .__ ._ 1 l rli IJ �,,.).' \.N i.,ISj1 jcl' - ;:.. I ,.- -- PROP NLET #4-V PROPOSED' INLET_#13- %'IL,.n:i' RIM=22.40 u,j)) to `:':dCnhl 42;} f �) �' i) t(ti�`.': RIM 2.40 �� _ �! }{' t ).; nw- 1, �• ..,,- 1 `? . FL-19.00 F�:. ,0 N CAI FL-18.92' - ` 2� z - DRAINAG@"I'AREA #1: rrcn __+ �'I,.nrl �,,. r°L�nn , - o Lecrla PROPOSED INLET 2'' PROP INLET #1 �' onl: y�;, # AREA 0 802 AC I 1 RIM=23.65. PROPOSED 10 , HDPE \ _ ; : -RIM=22.75 _ ' PROPOSED 12" HDPE `. \ Still P-1 1, STM S�VR P-4 , i' FL=18.82 „ t - FL=19:35 'DRAINAGUAREA 13 1 '.`. 160 LF 0 '3% SLOP t L, � (` _I (; I 133 LP 0 0:26% SLOPE / p� \ � 3� 2 ,.,\,, I I {';)A�2EA:b.8J0 `I C \ IIUUI"\ I „ / `,... )r U" i'.lf.M9 I'U,AN T-.'-11,r,r,rr., ,'i <, \ PROPOSEO' 10 HDPE / ''` 1 i PROPOSED 12 HDPE '20" PLcnn nw /) _ / DRAIN AREA #4 �C \ STM SWR P-13 .__ DRAIN�IG - - " FL=19.25' STM SWR P=2 / ARE 219 AC \ i� f I / - / 130 LF ®0.34% SLOPE REA 1 � 104 LF 00.38% SLOPE - I . ; _ _ , -. / I _ \ :0.465 4YC \ PROPOSED INLET #15 -- 6 IdolorL du':'.: ( i_ PROPOSED 12 RCP (1,y)� 1 r } \ 1 (i.�) Cyr RIM=22.65' ,:I. -.. -. _.... .............. \ , •i 21 STM SWR P-5 -is•r '<<i:cnr, ' .:. �, ,', , , ,,., \ .._:,n= If[-, A l ' _.., . _ _.' I \PROPOSED INLET 5 i _zu ,'Ernp, a rI AN U �:,. FL 18.13' PROPOSED INLET 3� / 175 LF 0 0.40% SLOPE # % \ _ 1 # RIM=23.65' la ��X,, - - - - - - RIM=23.65 r f r . , m = r ra I a% PROPOSED,' .. . , FL=18.42 , t /%j%j%j ,u,L: I(Ic Jf� n r,::� io m�ns �( �l a'II 1NL #14 ..'.3. (I -}i '�%RIM. `22.40 DRAINAGE AREA #2 DRAiN,� AREA 5"' �� I POSED 1$" HDPE _,. �t._�, # r - `:: \; t I � l.: PRO PROPOSED 18" HDPE "` AREA:0.405 AC, / I 'AREA:0.240 AC '..`..,. (L(� " _ I 146 LF 0 0.16% SLOPE STM SWR _P-3 ,1 r J / r /�• . PE / PROPOSED 15 HD 305 LF 0 0.]8% SLOPE p,,II:,:z m s I,,::,•:; R In s- pa..::. n s :pa es R to<,, i° f ,;..; ;' r DRAINAGE AREA #14 STM SWR'P,-1' „ �. _. _ REA.1.202 AC „ „ r -1,75ILFSLOPE „ 1 u TOP OF BANK / V I r I I I I I I (�,.;, A I /,-, <' PROPOSED INLET #11 "'L.,,,, (� EL=22.00 -- '' "' "-- DRAINAGE AREA #3 DRAINAGE AREA #6 I `. RIM 23 AREA:0.801 AC AREA:0.455 AC ®' .65 I, r n 9.9 G9 10 5 .pa .n:; P? 10' nj pm as 0' 3 ! pa, ns Ci 1 , ,.:,,;_� .., -, I+ / I (ilI �I I PROPOSED INLET J `, i PROPOSED 8i HDPE PROPOSED INLET #16 I 0� I' RIM=23.65 _ I - __-PROPOSED 15 HDPE ;J ¢ / I'; FL=18.35 5TM SiWR P �11 RIM=22.40 STM SWR P-6 / v° a -. _..x LF 5% S - - / n 1 j 0.4 LOPE FL 19.00' in, t� 1 ' - �LLO Lf �`S' V.JV/o JLVrG� PROPOSED_ INLET #7 , v �-Q' \'r;' UR 5 L _ /. I II`IHVG RRLA REA:0.63 � ,_ 4 VINmi'HVL" Mf%LH ft :I 1 'l .i! ,`, \''AREAE0:247 AC `.; DRAINAGE AREA 16 PROPOSED .INLET #9, .` , _ \ ) AREA:0.920 AC _ - I3l,Dsi I _ROPOSED 1;3c 1 LF 0 0.3i HDPE H " SLOPE -_ RIM=23.65' / e RIM=23.65 FL=M95 i FL=17.68 m, , i >r 1 i ri (.. m R .. i.. ED 18 HDPE ' ! I-_. .._l 's rr >.. m ,M. .hrmove Wend 1-_<.n.1 `}..� v.,i ,.� <,...; 1 xSTM SWR P 12 (l 11 w „ DRAINAGE AREA'#10 - - 267 LF 0 0.22% SLOPE \ - PROPOSED 12 HDPE ..,_ A'��'- �, AREA.0,447_ - C - n ., ___ -- DRAINAGE . 7 STM-,,SWR P-9 V •..�-._.__ ; ' 1 (_ i '�i I_l ,; (• � L� I r I I I I I I r I I I I I'I r , 11_ _-et 1 ,"I` , I ir" ARE :0 C / 160,LF"zb ,_, I I'.•� I I �i,s; "tI ,.. I- ...0.30%,,SLOPE s '�A u FA iS i u:es C1('I .�_$ e:es n 10-' S m� S IO'•r I tIb _.. - `. Fd­ ';'-------- - - - - - - - - - - - - - DRAINAGE I 1 AREA 12- DRAINAGE AREA 17 - ---- I' - - - - AREA:0.459 AC AREA:0.501 AC - - o / m-INLET 10 r� L PROPOED # 2 s a:os hD 10 :i a:ns @9 10 4 a:es �:' M1 a:os f r fi 1 o:os (4 0' :i lm:ns < if)' i, .re: <? I «; F9 10' A EL=22.00r p a i p r p I p RIM=23.65' - c' -' • - C , I ry _. _I ;:'.ltt„n•;�. t�r ORAiIIi GE AREA #$;o / <, ,_.� I, nn <_ FL-19.77 - - OP INLET 8 i , ?a l rnpl - PR # :> AR .0.805 AC t. / : : `:`, l t.. ��) (' 11ftk F (�i t: ni rccr°' ),. t I PROPO 1 / 1 } fr � RIM=23.65 I r,, II L, I.I -P : ---- FL 17.05 N,S1 kPIA]�All 10" lu I I r.4N ,.. a I .1i i,i. f(..,Ail IB"-�{. IY, LLI. ni.l '�7 FL=17.$7 (E) / - a rtcnrl -jI PROPOSED INLET #17 PROPOSED 18" HOP'E? (� / e hrl , , PROPOSED 30" HDPE / :..III' FiK rl PROPOSED 115" HDPE- - FL=1R190'2(E S) STM SWR P-8 j _ :> (I',' J. ___ STM SWR P-7 t STM SWR P 10 �\ ,, II EI'� ( _ FL=18.55' (N,NE) - FL=18J5 108 LF 0 0.08% SLOPE ' �' 244 LF 0 0. 6% SLOPE 267 LF 0 0.24% SLOPE I lG� t. •l I ;. _. ,...: F 1 .. -_ _/\, J 1a) C) )' ?) PROPOSED INLET' #12 •" ? .rvi_AIIiT t31 ' ..�,.?1 II� (- _ ' 1 Ti,<ii'�rj )� In'"re:n❑r. i1i"�t[I:%I �I�;� ,1 RM1913 �(N,S) _li i . ( � II �- • I ' I a.., ;'i' l ih C '� FL=19.45' (NE) I I I I� ( DRAINAGE AREA #18 J AREA:21.998 AC - 1 BOTTOM 005' BOTTOM i /; 2" WATER SL EL=13.75' EL=18.75' EL=13.75' EL----13.7 P I rl II , FL-18.75 ^: TOP OF BANK WATER SURFACE �' j EL=18.75' EL=18.75' 7 c, '2 2. 61 TOP OF = EL-22.00' - „ .,.- , - . C VICINITY MAP N.T.S. h PROPOSED STM MH RIM=23.00' �J FL=14.71- (E) FL=17.98' (W) II , PROPOSED 30" RCP STM SWR ji 4 LF 0 0.14% SLOPE "t FL=18.00' -p Jx I. ` ,�,. (l z 1, r rgn,•I WATER SURFACE m- EL=18.00' ', c_ ) {6_ TOP OF BANK EL=22.00 =I'I h x, BOTTOM EL=13.00' J:> yl} I'+ 1 1, dPOSED HDPE I; M SWR P-17 -- - - -- 9_LF 0 0.08% SLOPE , T _ c� %TFALL �I A A w 1 c® F] ------- - -- TOP-OF((_:BANK _..__; EL=22.0� BOTTOK' EL=13�'�5' WATER SURFACE ! /�?2 ) ; .1 - -- - / IF HE APPROVED EL=18.00' __....._ __-. ___._. }E PLANS A RMODIFIED A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR BOTTOM TO THE CHANGE IS OCCURRING B EL=13.00' PROPOSED 30" RCP STM SWR I 30 LF 0 0.14% SLOPE y) C� , _ B FL=18.70�1 1 (;U 1. 1 ,)c J 22,4 O m O r M m o N w O 3 Y Y 0 -3 0 ¢ ¢ m w o � w o 0 25 m w 0 a V J J� O r w y m = in IL 5a n Z X~0 a (v g w 0 M Z> } �Um F W� 3 to 0 Ov X 1 se1 W H r., F 1 r a 0 ISSUED FOR AD REVIEW Q 61/67/09 REVISE PER CITY COMMENTS Q 01/15/09 REVISE PER CITY COMMENTS _ 01/30/09 REVISE PER ARCHITECTS COMMENTS DWG • RANDALLJ. USKA ,................... 89374 _ IN 1Qli,. PIPE CHART 00 } PIPE # AREA SERVED TIME OF CONC 3-YR RAINFALL 3-YR DEVELOPED PIPE SIZE PIPE TYPE PIPE SLOPE LENGTH VELOCITY CAPACITY PER > m (ACRES) (MIN) INTENSITY (IN/HR) RUNOFF RATE (CFS) (IN) (PERCENT) (FT) (FPS) PIPE (CFS) \ • m N N z w 1 0.405 18.53 4.31 1.57 10 HDPE 0.33 104.0 2.99 1.63 ¢ o 2 1.206 20.34 4.15 4.50 18 RCP 0.26 305.0 3.03 5.35 Z CO U 3 2023 21.32 4.06 3.28 15 HDPE 0.20 133.0 3.06 3.75 4 2,263 21.55 4.04 4.11 18 RCP 0.26 75.0 3.03 5.35 5 2.718 21.93 4.01 5.77 18 RCP 0.32 223.0 3.36 5.94 6 3.356 22.38 3.97 8.00 24 RCP 0.18 224.0 3.06 9.60 7 5.367 2a44 3.89 14.81 30 RCP 0.14 108.0 3.13 15.36 8 0.634 19.23 4.25 2.42 12 HDPE 0.30 60.0 3.22 2.53 28.0 _ ------ -- -- ----- . . - -- ------_ ----- _._.-.. - -- 28. Ui 9 1.131 20.22 4.16 4.23 18 RCP 0.26 267.0 3.03 5.35 10 0.248 17.82 4.38 0.98 8 HDPE 0.45 117.0 3.01 1.05 11 1.838 21.13 4.08 6.74 24 RCP 0.18 267.0 3.06 9.60 12 3.012 22.14 3.99 4,81 18 RCP 0.26 175.0 3.03 5.35 ELEV, 22.65' ELEV 22.00 VJ 13 3.371 22.39 3.97 6.02 24 RCP 0.18 146.0 3.06 9.60 24.0 __ 24.0 - - - 14 3.62:3 22.54 3.96 7.17 24 RCP 0.18 146.0 3.06 9.60 15 5.817 23.64 3.87 14.64 30 RCP 0.14 239.0 3.13 15.36 . � AA, AA.-'�':A� \\\: V .-\��. \ �.�� I ' ' W H 5-YEAR DEVELOPED DRAINAGE AREA CHART 20.0 L_.- _----_..._. ----_-_-- l` ._.... ____..- 20.0 AREA# AREA SERVED 3-YEAR UNDEVELOPED (ACRES) RUNOFF RATE (CFS) \• - - - WATER LEVEL 1 0.405 1.57 16.0 16.0 I . 2 0.801 . 3.04 3 2.02:3 3.28 \` 18.00' O 4 0.240 0.95 r VA r n 5 0.455 1.76 V♦ Q 6 0.638 2.44 \ ..t 7 0.805 3.05 12.0 ...................-........ __. 12.08 06:34 2.42 9 0.497 - 1.92 OTTOM ELEV: 13.00' 10 0.248 0.98 11 0.459 1.77 12 :3.012 _ 4.8113 0.359 1.40 8.0 _....-. --- - _ - - - __ --- --- ------ _ ------.:. ---- 8.0 14 0.252 0.99 15 0.356 1.39 -- -2+00 0+00 2+00 t 16 22.000 43.75 ' "t 111 CROSS SECTION A-A DETENTION SUMMARY: 1) TOTAL AREA (acres): 33.64Ira : 2) 71ME OF CONCENTRATION (min): 40.51 3) RAINFALL INTENSITY (in/hr): 2.93 (3—YEAR) 5.88 (100—YEAR) 4) RUNOFF ESTIMATION METHOD: RATIONAL METHOD w 5) CRITICAL STORM DURATION (hr): 24 a 6) RUNOFF COEFFICIENT: EXISTING 'C' = 0.30 28.0 — ---- -- 28.0 } IMPROVED 'C' = 0.52 — lF 7) 3—YEAR DEVELOPED RUNOFF RATE (cfs): 51.25 10O—YEAR DEVELOPED RUNOFF RATE (cfs): 102.85 8) STORAGE VOLUME ESTIMATION METHOD: TRIANGULAR METHOD 9) STORAGE VOLUME REQUIRED (cu—ft): 594,212.7 (13.64 ac—ft) ELEV: 21.65 J r 10) STORAGE VOLUME PROVIDED IN PARKING LOT (NORTH) 24.0 ELEV--22.00'-.- ..- ----- -- -- ------ --------------------------- --• - -- - ----._..._.. - 24.0 r SURFACE AREA (sq—ft): 91,507.4 ELEV: 22.00' Z z AVERAGE DEPTH (ft): 0.25 3 U=1 n VOLUME (cu—ft): 22,882.9 (0.53 ac—ft) W a 1` O VA ,.,. AA -(\ :i. -.:'.--------- SURFACE 11) STORAGE VOLUME PROVIDED IN PARKING LOT (SOUTH) Z = x 01 AREA (sq—ft): 60,920.7 - w y AVERAGE DEPTH (ft): 0.75 20.0 — -- ---- - ---------.... — 20.0 Z = U m VOLUME (cu—ft): 45,695.5 (1.05 ac—ft) Z g 3 m 12) STORAGE VOLUME PROVIDED IN POND (NORTH) O a TOP SURFACE AREA (sq—ft): 55,645.3 I X BOTTOM SURFACE AREA (sq—ft): 27,062.9 PROP 3 RCP STM SWR I uJ AVERAGE SURFACE AREA (sq—ft): 41,354.1 FL= 18 /5' DEPTH (ft): 3.25 VOLUME (cu—ft): 134.400.8 (3.09 ac—ft) °D 13) STORAGE VOLUME PROVIDED IN POND (SOUTH) -2+00 0+00 2+00 TOP SURFACE AREA (sq—ft): 116,453.7 BOTTOM SURFACE AREA (sq—ft): 80,403.3 AVERAGE SURFACE AREA (sq—ft): 98,428.5 DEPTH (ft): 4.00 CROSS SECTION B-B VOLUME (cu—ft): 393,714.0 (9.04 ac—ft) ISSUED FOR 14) TOTAL DETENTION VOLUME PROVIDED (cu—ft): 596,693.2 (13.70 ac—ft) REVIEW 15) DISCHARGE PIPE (in): 30" RCP RESTRICTOR (4 LF (�DO.14% SLOPE) -_ 16) MAXIMUM DISCHARGE RATE (cfs): 44.57 01/07/09 REVISE PER 17) DESIGN 100-YEAR WSEL (ft) 23.5 (PARKING LOT NORTH) CITY COMMENTS 23.0 (PARKING LOT SOUTH) 01/15/09 REVISE PER 22.0 (DETNTION POND) CITY COMMENTS 18) ESTIMATED EXCAVATION (cu—yd): 36,632.3 O 01/30/09 REVISE PER — ARCHITECTS COMMENTS 28.0 ---- ------ ------ I -- --------------- 28.0 ELEV: 22.65' ELEV: 22.00 — 24.0 . ---- — — — — — -----.. ------- 24.0 — -------- - - -- — J\-/r---- — — —— - - - — 20.0 .. ...... . . 20O / �•• RANDALL J •USKA�• 1. ........................./ q/ 89374 1p i WATER EVEL 11i�s/CANS�. � r 18.75' ,fl ii . . . ) 16.0 19 2009 - - - ------------------------------------ --------- --.. .. DWG NA . 12.0 ............ ........... - - - _ IFT E-APPRGVED--CANS---- 12.0 -2+00 0+00 ARE MODIFIED, A NEW SUBMITTAL 2+00 CALCULATIONS • TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING DwG: CROSS SECTION C-C C ■ 03a. JOB NO: O8-339 REV: D GENERAL NOTES: 1. REFERENCE LINES AND GRADES A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST OR DAMAGED. 2. EXISTING UTILITIES A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCA11ON BEFORE COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. 3. EXISTING CONDITIONS: A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES OR DISTURB THE DRAINAGE. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP WITHOUT PERMISSION FROM THE OWNER. 4. PERMITS: A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT—OF—WAYS. B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS EXPENSE. 5. SAFETY: A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD RIGHT—OF—WAYS. B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, AND SHORING. 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. SURVEYOR NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND CARLOW STREET. 3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15' 4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' 5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. CUT/FILL AMOUNT AREA CUT FILL NET 130796 CY 132537 CY 1740 CY 33 ACRES 60 0 60 120 180 Feet SCALE: 1"=60 I PAVING LEGEND FF FINISHED FLOOR FG FINISHED GRADE TP TOP OF PAVEMENT TC TOP OF CURB TG TOP OF GRATE G GUTTER 1.0% — PAVEMENT SLOPE 10.00' GRADE BREAK I tji) 1. 1 / PROJECT VICINITY MAP N.T.S. I.A I'ORTC _ MATCH TI l/ �1117CAN i FG: 22.65 I I � 1 - 22.4 O m O 0 coo 0) N w Y Y ~ 0 ¢ cL1 ¢ J w �—� 0 W OZ3 a —I J� 0 N lzr y W Z z r T RZ N W g ^ co Zz F (3) X (� < W > Ln M Z � ix w� 3wo 0X�t LL Lu E Ld f' co ISSUED FOR AQ REVIEW ©01/07/09 REVISE PER CITY COMMENTS Q _ 01/15/09 REVISE PER CITY COMMENTS 01/30/09 REVISE PER D ARCHITECTS COMMENTS i FG• 21.85' �, . RANDALL J. LISKA .$ 89374 , vwl FG: 21.80 30� _ J- _____-__ - = IF THE APPROVED PLANS ___rBy A�E MODIFIED, A NEW SUBMITTALGRADIN 0 THE CITY IS REQUIRED PRIORND 0 THE CHANGE IS OCCURRING DWG: lm04 JOB NO: 08-339 REV; GENERAL NOTES: 1. TOPOGRAPHICAL SURVEY PROVIDED BY GEOSERV LLC., 200 HOUSTON AVE., LEAGUE CITY, TX 77573. PHONE: (281) 554-7739. 2. THIS TRACT LIES IN ZONE "VE", BASE FLOOD ELEVATION 19 FEET, AND DOES LIE WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL NUMBER 485469-0019-E, PUBLISHED REVISION DATED DECEMBER 6, 2002. 3. USACE JURISDICTIONAL BOUNDARY DATA PROVIDED BY SWCA ENVIRONMENTAL CONSULTANTS. 4. NO WORK INCLUDING CLEARING, GRUBBING AND FILL TO BE PERFORMED IN JURISDICTIONAL AREAS WITHOUT USACE PERMIT. 5. BOUNDARY OF TRACT AND ALL WETLANDS TO BE STAKED BY GEOSERV, LLC. PRIOR TO BEGINNING ANY CONSTRUCTION. 6. REINFORCED FABRIC SILT FENCE BARRIER TO BE INSTALLED AT AN APPROXIMATE 2' OFFSET OF WETLAND STAKING. 7. ORANGE MESH CONSTRUCTION FENCE BARRIER TO BE INSTALLED OUTSIDE OF REINFORCED FABRIC SILT FENCE ON ALL WETLAND BOUNDARIES. 8. ALL STAKING, SILT FENCE AND MESH FENCE TO REMAIN INSTALLED IN GOOD CONDITION AND MAINTAINED THROUGHOUT CONSTRUCTION ACTIVITIES UNTIL SITE STABILIZES. 9. ALL BURN PERMITS MUST BE ACQUIRED THROUGH THE CITY OF GALVESTON FIRE MARSHALL OFFICE PRIOR TO TRENCH BURN. CONTACT CITY OF GALVESTON FIRE MARSHALL AT (409) 797-3870 PRIOR TO THE START OF CONTROLLED TRENCH BURN. 10. ALL ENCUMBRANCES AFFECTING THE SUBJECT PROPERTY MAY NOT BE SHOWN. 11. ONLY ABOVE -GROUND INDICATIONS OF UTILITIES ARE SHOWN. 12. THE APPROXIMATE LOCA11ONS OF EXISTING UTILITIES AND PIPELINES ARE SHOWN FOR REFERENCE PURPOSES ONLY. CONTRACTOR TO FIELD LOCATE ALL UTILITIES AND PIPELINES IN THE CONSTRUCTION AREA PRIOR TO BEGINNING WORK AND NOTIFY THE CITY OF GALVESTON UTILITIES DEPARTMENT. UTILITIES AND PIPELINE LOCATOR SERVICES INCLUDE: LONE STAR NOTIFICATION CENTER (800)669-8344 TEXAS EXCAVATION SAFETY SYSTEM (800)334-8377 TEXAS ONE CALL SYSTEM (800) 245-4545 SITEWORK NOTES: 1. AREAS TO BE FILLED SHALL BE STRIPPED FREE AND CLEAR OF ALL VEGETATION AND DEBRIS. 2. STRIPPED AREAS AND TOPSOIL SHALL BE STOCKPILED IN DESIGNATED AREAS BY CLIENT STRIPPING SHALL BE SPREAD OVER FINISHED EXCAVATION UPON DIRECTION OF ENGINEER. 3. ALL STRIPPED AREAS SHALL BE GRADED TO DRAIN TO EXISTING DRAINAGE FACILITIES. 4. FILL MATERIAL SHALL BE PLACED IN 8-INCH LIFTS AND COMPACTED TO A 95% STANDARD PROCTOR. COORDINATE WITH TESTING LABORATORY FOR DENSITY TESTS. SURVEYOR'S NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND CARLOW STREET. 3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15' 4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' 5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. FLOOD STATEMENT: THIS TRACT LIES IN ZONE SHADED "X" AND DOES NOT LIE WITHIN THE 100-YEAR FLOOD PLAINAS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM PANEL NO. 48201C 0490L DATED JUNE 18, 2007. NOTE: TREES INDICATED ON CLAN ARE TREES THAT ARE TO REMAIN ON SITE AFTER THE SITE HAS BEEN CLEARED AND GRUBBED. THE OWNER WILL MARK ALL TREES TO REMAIN ON SITE PRIOR TO THE START OF CLEARING AND GRUBBING. 80 0 80 160 240 Feet t� SCALE 1"=80' _ _ r r AA1AnA CTDrrT (inn' P r) Am • , r L.,,. L 7- J L s j «1I n n LA {-Ok Tli 1 - f,'FAII� - r_ PR6JECI SITE 0 Y LEGEND r CLEARING & GRUBBING AREA ® STOCKPILE AREA 0.) PROTECTED TREES c#Ty op IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING OD y O m r m o M N w O \ zmY wY �h O¢ ¢ o La�O� L) w 0 Of a kV U< J '_' .J O N t, N r UI Z z = r T z W a tN Lo W n Z F2 z X Omi 5 a g Lay: U) 10 v )- I_ 0 al Lu MjZ 3 cn o O X ti W UI ~ a r <§ OI i d ISSUED FOR Q REVIEW © 01/07/09 REVISE PER CITY COMMENTS _ Q 01/15/09 REVISE PER CITY COMMENTS _ 01/30/09 REVISE PER D ARCHITECTS COMMENTS T .OF TF.j� 7: ..J .................... RANDALL J. USKA ...................� . 89374 - - Fn ffTOM DWG E: F gg 19 2009 AEING AND G UBBING PLAN--' ff'ol 11 .;. JOB NO: 08-339 1 REV: D GENERAL NOTES: . 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS: A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT PERMISSION FROM THE OWNER. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS THESE UNDERGROUND FACILITIES. EXPENSE. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT-OF-WAYS. SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. SC RFB b RFRI - .- i... Ir i Li.Tb( .._..--_i':.,..PI I nit , ,.--:, � •. �, ...__ _ 'Io' I[cnm i I ) I YU I'I I At I - -- - . ( h i -.. I (4 n r•I I N I T PECAN AN I � _ I' .. .. .. .. _._.- 1.. ,, , : I 5fr' �•L<;,N IPB / I 1 II -: / 5 {pa •es fid 10, :i Ipa :ea 0 11 ,I ._J `' / �I I � / n lanmrcr:m: SURVEYOR NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND CARLOW STREET. 3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15' 4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' 5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. 60 0 60 120 180 Feet SCALE: 1"=60 1 SWPPP LEGEND SC STABILIZED CONSTRUCTION ACCESS RFB REINFORCED FILTER FABRIC FENCE IPB INLET PROTECTION BARRIERS CANADA STREET (100' R.O.W.) 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I 111LLI,�_ .L1�71J]� l rcr:nNIc i 1( I(�) JJ>� nnl%��,� 10 Pit16, I _ _ I x"r VICINITY MAP N.T.S. LA POf 1E orllnn, tl i I � I , , , t — I , , % �'! I \� ROB I�ri) i 111111 O i� „ 11 1 Il {II 11 II _ "1 9 ( ------. IN RFB I 0 m O LIJ M n d w N 0 3 Y U ¢ c0 ¢ m w o o to (z.) o` LLI 0 a a U� J � J� � O N T Z Lu tnrw Z F m z X a w > L6 Z� �Vrn w� 3 01 ' LL tw- I a a wl 00 ISSUED FOR AQ REVIEW ©01/07/09 REVISE PER _ CITY COMMENTS Q 01/15/09 REVISE PER CITY COMMENTS 01/30/09 REVISE PER ARCHITECTS COMMENTS RANDALL.1. USKA :................... , 89374 — -, WY13 2ae9 RFFEB 1 I RH IF THE APPROVED PLANS SWPPP l ARE MODIFIED, A NEW SUBMITTAL i TO THE CITY IS REQUIRED PRIOR - DWG: TO THE CHANGE IS OCCURRING .9_ JJ ■7 Joe NO: 08-339 T EV; D GENERAL NOTES: 1) REFERENCE LINES AND GRADES A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST OR DAMAGED. 2) EXISTING UTILITIES A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. 3) EXISTING CONDITIONS: A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES OR DISTURB THE DRAINAGE. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP WITHOUT PERMISSION FROM THE OWNER. 4) PERMITS: A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT—OF—WAYS. B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS EXPENSE. 5) SAFETY: A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD RIGHT—OF—WAYS. B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, AND SHORING. PLAN & PROFILE LEGEND ELEVATION MARKER WATER SERVICE TAP GATE VALVE SANITARY SERVICE SERVICE TAP FIRE HYDRANT ASSEMBLY —.�► FLOW ARROW SANITARY SEWER MH — — — SANITARY SEWER SEWER LINE 0 INLET --- WATER LINE OSTORM SEWER MH — — — STORM SEWER LINE: :D 8" SAN SWR LINE IOSED SAN IPROPOSED- 6" WATER f+ 1 i i \ (H) 40 0 40 80 120 Feet (V) 4 0 4 8 12 Feet c BE al I � I f s VICINITY MAP N.T.S. i n rorTr DD m O \ r M m o w N w p Y Y d ¢ m w Qp r N T O V) U D' F- w 0 0 a U� 0 _ T ui SANITA SEWER 1.11NNEWa Uj= S Nn h Z= �; XFrn co Z; W } N ami a mow 3 m 0 -� x yt. m` LL W W F OD ISSUED FOR AAREVIEW Q 01/07/09 REVISE PER CITY COMMENTS_ © 01 /15/09 REVISE PER CITY COMMENTS 01/30/09 REVISE PER ARCHITECTS COMMENTS_ QHICO M�NTS�_ RANDALL J. LISKA ................... 89374 _ . Qt-;FilW:.11o FEB 19 2009 PLAN & PROFILE 0+00.00 — 1 1 +07.07 DWG: P 2mOl JOB NO: 08-339 1REV: E _ 27' - 0.16' 0.125' TYP. 1/4" /FT SLOPE MAXIMUM a o .,..... ..`:I III I I 0"-4" SELECT FILL BEDDING 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #3 BARS CW 18" O.C.E.W. OR #4 ® 24" O.C.E.W. TYP. CROSS-SECTION OF SIDEWALK NOT TO SCALE 1/4" R. (TYP. ) ^ . 3" (TYP. 1/2" DIA. x 14" L.G. SMOOTH r-DOWEL AT 10" C/C. PAINT AND GREASE THIS HALF r-DOWEL `EXIST. CONC. '. "d.d' ^ ° '\k_#3 AT 18" E.W. (TYP.), EXIST. CONC.-- EXPANSION CAp#4 AT 24" E.W. DOWEL 1" REDWOOD EXPANSION JOINT MATERIAL OR 3/" PREMOLDED BITUMINOUS IMPRENATED FELT MATERIAL. EXPANSIONLJOINT WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: PROP. SAW CUT 18" GUTTER LINE 8" STEEL OVERLAP -- EXISTING PAVEMENT-7 CUT UNDER EXISTING PAVEMENT „ 1:50 MAX CROSS SLOPE #4 ® 24" C/C -BACK OF EXIST. CURB DRIVEWAY APPROACH DETAIL NOT TO SCALE R.O.W. LINE 3" CLEARANCE STANDARD I �L 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT _3" CLEARANCE (TYP.) 7" THICK REINFORCED CONCRETE (SEE GENERAL NOTE NO.7) - COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY HARRIS COUNTY #3 @ 18" E.W (TYP) OR #4 ® 24" E.W B - USE FOR ALL PROPOSED CURB REMOVAL FOR DRIVEWAYS 1. MINIMUM PAVEMENT. THICKNESS SHALL BE 6". REFER TO GEOrECHNICAL REPORT FOR RECOMMENDED PAVEMENT THICKNESS 2. MINIMUM STABILIZED SUBGRADE THICKNESS SHALL BE 6". STABILIZED SUGRADE SHALL BE COMPACTED TO 95% PROCTOR DENSITY. SUBGRADE SHALL CONTAIN A MINIMUM OF 6% LIME. REFER TO GEOTECHNICAL REPORT FOR RECOMMENDED LIME CONTENT. 0 - JOINT OR SAWCUT STRUCTION JOINT SEAL CEY CONSTRUCTION JOINT MUIL1l_1 U ODU01A DE COMPACTED TO 95% STANDARD PROCTOR WITH 6% LIME (MIN) CONCRETE PAVEMENT SECTION 245-0" TO 609-0" PAVEMENT WIDTH NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER FEXIST. CONC. EXIST. CONC. I i-DOWEL DOWEL-\ 1-I/C 6" 1/4" R.4 9 Q � KEYED JOINT CONSTRUCTION JOINT NOT TO SCALE h' MINIMUM WIDTH OF DRIVEWAY 2' 36' MAX, R.O.W. LINE SIDEWALK SLOPE 1:50 MAX SIDEWALK 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYP.) CURB (TYP.) 12" 0 18" SAW CUT (PROP.) GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. DRIVEWAY ON CURBED APPROVED BY: DRAWN BY: CONCRETE OR ASPHALT STREETS J.R. BLOUNT CASTANEDA, C. DATE: DRAWING No. COMMERCIAL AREA 15 NOV 2005 DW-1 HARRIS COUNTY PUBLIC INFRASTRUCTURE V 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. EXIST. CONC. DOWE DOWEL J. . a.' °1/4" R. 6" ° a CONTRACTION JOINT NOT TO SCALE MOTES 1. SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER, 2. LAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. 3, REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM A-515 GRADE 40. A. 4, CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. OMIT , _STRIP „EGET T19- aa,n ��,, ,,�NIG BE-Bo,S MINIMUM. GF V. 6. PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED, SHALL BE PLACED IN 6' LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT SEMORE THAN 0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY ENGINEER 25 HOURS PRIOR TO PROOFROLLING. 7. SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. 8. CITY OF LA PORTE PLANNING DEP. SHALL BE NOTIFIED 48 HRS. PRIOR TO CONSTRUCTION AT 281-471-5020. 9. CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER 713-223-4567. 10, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER METERS MAY A. BE OBTAINED AT CITY HALL. OMIT STARIN8 SHALL BE THE eff)"S . 0 M I T •--Al 1i'DISPOSE5-OF. TE 13. THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE. FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO FAILED TEST. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES AND WARNING DEVICES. 15. EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 50' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWLAKS INTERSECT WITH EXISTING DRIVES ROADS AND AT SAW CUTS UNLESS OTHERWISE DIRECTED BY THE OWNER. 16. FINISHED SURFACE OF WHEEL CHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. 17. THE LOCATION OF THE WHEEL CHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION ON THE PLANS BY OWNER IN THE OWNER'S OPINION A CHANGE IS NECESSARY. 18. WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWELL AND GROUT EXISTING PAVEMENT, DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. OMIT 1NIMUM-6F TWO #4 REBAR. OMIT -0, GRASS SOD IF REQUIRED SI !ALL BE SAME AS ABdA6ENT- SeD, WATERIN6 BF Sel) SI !Aft BE -4ZESP9NS+BfH "F THE CONTRACTOR UNTIL OWNER AGREES TAHT AN ACCEPTABLE ROUTH HAS BEEN -PrTTA1NEB. OMIT 21. WINDSOR BheGKS IF REeUIR -Rccvlv,EiaSrsT.Sir 22. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 12" DOWELS OR REBAR WITH PLASTIC SLEEVE OR TAPED SLIP END. 4" TO 6" TO BE EMBEDED IN EXISTING CONCRETE WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT 18" D.C.) NOTES: 1. MORTAR FINISH NOT REQUIRED WHEN CURB IS POURED BY CURB MACHINE. CURB SHALL HAVE THE SAME OUTSIDE DIMENSIONS, 2. EXPANSION JOINTS SHALL BE INSTALLED AT ALL PAVEMENT EXPANSION JOINTS, 6' HAIRPIN 1-1 /2" #3®18"C. C. (10" LONG) MY lo goy t „ 5" � 6" MINIMUM STABILIZED SUBGRADE 6" CURB & GUTTER NOT TO SCALE IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING 00 m 0 �l m M � N I; i to Y Y _3 Q O v F 0 �. V) z o fn c, oz W 7 0 Ir a Av U� J � O J� N r Lu Z_Z ~ T 0 Z wa U) tD i ZZ - a XI-m w >: ui 19 Z >. ~ (11 U w� � O o N o ` X o, L: UJ w r. Ia . co AAREVIEW A 01/07/09 REVISE PER CITY COMMENTS_ A 01/15/09 REVISE PER CITY COMMENTS 01 /30/09 REVISE PER A ARCHITECTS COSY OMMENTS_ ��R.DENUMS 0 MENTSR RANDALL J. LISKA ................... I. . 89374 - . FEB 19 2009 NAME: DETAILS DWG: 104. JOB NO: 08-339 REV: E SYMMI:TRICA, Anour HALF SECTION HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND PAVEMENT NATURAL GROUND %12 'J SELECT FILL T,.1= �/' SUBGRADE - RANDOM I ' J, J BACKFILL IN �- TRENCH ZONE PER TRENCH ZONE J J 1 ' / 7' SPECIFICATIONS BACKFILL J INITIAL „ BACKFILL CEMENT -STABILIZED SAND EMBEDMENT - 1z z"' SPRING LINE - .(MIN), i (SEE NOTES) HAUNCHING SEE NOTE 4: BEDDING TYPICAL CROSS-SECTION NOTES: 1. THIS DETAIL MAY BE USED ONLY 3. MAX TRENCH WIDTH SHALL BE NOT FOR DRY STABLE TRENCH CONDITIONS. GREATER THAN MIN, TRENCH WIDTH SEE SPECIFICATION FOR REQUIREMENTS PLUS 24 INCHES. UNLESS OTHERWISE IN ORDER CONDITIONS. NOTED. 2. MIN. TRENCH MOTH SHALL BE PIPE OD 4. MIN. BEDDING DEPTH SHALL BBE 12 INCHES, PLUS AN ALLOWANCE "A" FOR THE NOMINAL PIPE SIZE: 5. ALTERNATIVE EMBEDMENT BACKFILL MATERIALS FOR FORCE MAINS MAY BE NOMINAL PIPE SIZE "A" ALLOWED. 18" TO 30" "24" OVER 30" 36. SANITARY SEWER BEDDING AND BACKFILL FOR DRY STABLE TRENCH N.T.S 1 3' (TYP.) * SEALED JOINT RUBBER GASKET (TYP.) CEMENT MORTAR (NOTE 7) J SECTION 0 7 a W 5" MIN. w ADJUSTMENT RINGS TO BE COMBINED AS NECESSARY -- (NOTE 2) AND SEALED -4'-0" DIA.- WITH APPROVED SEALANT U - PRECAST CONCRETE * BASE SECTION w LL PRECAST OR PREMIX CONCRETE INVERT a W -- RESILIENT 2P (- - CONNECTOR (TYP.) .''.'...".."... .....::...:..................'..'....'..'..''.'.: I .� _SECTION 0 6" 1.5 SACK CEMENT STABLILIZED SAND 8 11/167 (220mm] 81 11116" DIA 12076mm] - 78 3/8" DIA [1991mm] - 72 5/8" DIA [1844mm] 84" DIA - [2134mm] - 106 7/16" DIA [2703mm] FRAME SECTION 23 1/2" DIA. STANDARD MANHOLE FRAME AND COVER SEE CITY OF LA PORTE STANDARD DETAIL (NOTE 5) PROVIDE 6" BASE -� EXTENSION FOR ALL DEPTHS FROM MANHOLE COVER TO INVERT GREATER THAN 15 FT. NOTES: 1. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED. 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED FOR A COMBINED ADJUSTMENT HEIGHT OF AT LEAST 12" THE TOTAL HEIGHT OF THE ADJUSTMENT RINGS SHALL NOT EXCEED V-8". 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING 12-0" SHALL BE 12" THICK. 4. MANHOLE DROP AND INTERSECTION PIPES SHALL BE INSTALLED ONLY WHEN CALLED FOR IN PLAN AND PROFILE DRAWING. :ESILENT 5. SEAT MANHOLE FRAME IN SEALANT PER CITY OF LA PORTE STANDARD SPECIFICATION. 6. ECCENTRIC PRECAST CONCRETE MANHOLE 1"/FT MIN SLOPE MAY BE USED. (TYP.) 7. OMIT CEMENT MORTAR WHEN MANHOLE IS FOUNDATION PLAN 4'-0" DIA PRECAST CONCRETE MANHOLE N.T.S. LOCATED IN PAVED AREAS. 8. MIN. REINFORCING IN THE PRECAST CONCRETE BASE SHALL BE #5 @ 8 EW. 9. PROVIDED BACKFILL TO MATCH ADJACENT PIPE TRENCH BACKFILL PER CITY OF LA PORTE STANDARD SPECIFICATION. 10. TEE INCLUDED IN PRICE OF DROP. 11 HORSE -SHOE SHAPED OPENINGS OR BREAKOUT OPENINGS SHALL NOT BE ACCEPTED. 1" [25mm] DIA HANDLING HOLE 415/16" [126mm] 14 7/8" [377mm] 4 MACHINED SURFACE 7" [178mm) EAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE SBD 01/07/00 APPROVED DATE V-1418-2 FRAME PRODUCT NO. 41418216 CATALOG NO. V-1418-2 REF. PRODUCT DRAWING 41418216 EST. WT. FRAME: 105 LBS 48kg OPEN AREA N/A MAT'L SPEC. FRAME - GRAY IRON ASTM A48 CL35 LOAD RATING HEAVY DUTY SEE TABLES 2 TO 5 FOR ACCEPTABLE MAIN PIPE SEE TABLES 7. TO 5 INTERSECTING LINE LOR ACCEPTABLE ANGLE FOR EACH INTERSF.CIING SIZE OF \ PE -L j ANGLE FOR EACH SIZE OF PIPE CONCRETE-/�� L INTERSECTING MANHOLES PIPE .sue INTERSECTING PIPE MAIN PIPE LINE :i-0' TO 8'-0' PRECAST BEE TABLF. 1 FOR CONCRETE MANHOLES MAXIMUM DIA METF.R FOR MAIN PIPE WITH 45- r0 90� DEFLECTION TAPLE 1 MAXIMUM MAIN PIPE DIAMETER (i D) IN INCHES 45" MAXIMUM MAIN PIPE LINE SEE TABLE 1 FOR MAXIMUM DIAMETER FOR MAIN PIPES FROM STRAIGHT TIiROUGH TO 45" DEFLECTION 'EE TABLES 2 TO 5 FOR ACCEPTABLE ItTERSECTING MAIN PIPF. INGLE FOR EACH LINE !IZE OF PIPE ..Tw. a 11) I01) 5111.Ka1t MIIpXJI TO u- PtHt".. MA. 90' arum". HoLE 10 Irc Vx" 5 36 27 2 G 42 33 3 7 48 30 4 8 60 42 5 NOTES ON USE OF STANDARD DETAIL SAN-015 TABLE 3 MINIMUM ANGLE AND INTERSECTION PIPE ID SIZES FOR V-0" DIA, MANHOLE INTERSECTING PIPE 10 SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE 10 SIZES IN INCHES (INCHES) 8 40 42 45 49 51 54 57 61 63 67 70 78 10 44 47 50 53 56 99 82 65 69 7 79 12 50 54 57 56 59 G2 60 62 65 68 62 65 68 71 74 66 69 71 74 77 83 68 71 74 77 80 55 - 72 7 83 15 75 7 85 18 78 1 88 2/ et - 2n 84 7 27 89 so - _ - 33 - - - _ 36 _ - n2 TABLE 4 MINIMUM ANGLE AND INTERSECTION PIPE 10 SIZES FOR 7'-0" DIA MANHOLE INTERSECTING PIPE IS SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPF. ID SIZES IN INCHES (INCHES) B" IV 12' 15' Is" 21" 24' 27" 30' 33" m" 42" 49" B 35 36 39 42 44 47 49 52, 54 57 59 69 71 _ t0 38 40 43 45 48 50 51 55 59 61 67 73 12 43 n5 48 51 53 Sfi 98 GI 64 ]0 76 15 n6 50 58 53 56 SU 55 58 60 63 58 61 63 66 70 61 53 65 68 _ 72 78 64 66 69 71 76 81 86 66 72 78 18 69 74 5t 21 71 77 83 24 74 79 86 27 78 84 90 30 83 89 33 88 36 42 _ nB TABLE 2 MINIMUM ANGLE WD INTERSECTION PIPE II) SIZES FOR 5'-W DIA MANHOLE PIPE INTERSECTING PIPE IS SIZES MINIMUM 1NTEI:SECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID SIZES IN INCHES (INCHES) 8" 10" 1:" 1� Is' 21' 21 27" 30' 33" 36" 8 _ 49 50 51 58 61 66 69 '73 77 82 86 10 53 5' 61 64 68 71 76 79 84 88 17. 6 65 68 68 7t 75 72 75 79 83 75 79 82 86 _.. 90 80 83 87 90 - D3 87 90 88 15 18 - - 2.1 24 27 30 - - 33 - - 36 1 1/4" [32mm] LETTERS O�d Lle (2) OPENT A PICKHOLE 1 1/4" [32mm] LETTERS (4) 1" [25mm] DIA BOTTOM VIEW VENT HOLES ON 18 3/4" [427mm] DIA BOLT CIRCLE TOP VIEW _ 77 9/16" 4 15/16" [1970mm] DIA [126mm] ��_F COVER SECTION MACHINED SURFACE EAST JORDAN IRON WORKS, INC. P.D. BOX 439 I AST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE SMH 10/17/OD APPROVED DATE. MANHOLE COVER PRODUCT NO. 1 1418062 CATALOG N0. V-1418 REF. PRODUCT DRAWING 41418042 EST. WT. COVER: 160 LEES 73kq OPEN AREA N/A MAT'L SPEC. ( OVER - GRAY IRON ASTM A48 CL35 LOAD RATING HEAVY DUTY NOTES: 1. GROUTING OF MANHOLE STRUCTURE ANNULAR SPACE WILL BE PERMITED IN CASES WHERE INSUFFICIENT WORK SPACE EXISTS FOR PLACEMENT AND COMPACTION OF CEMENT STABILIZED SAND PER CLP STANDARD SPECIFICATION FOR TUNNEL GROUT. 2. THIS DETAIL ALSO APPLIES TO BACKFILL OF SHAFTS WITHOUT STRUCTURES. 3. ARRANGE PIPE JOINTS AS SHOWN WHEN USING RIGID CONNECTION TO CAST IN PLACE MANHOLE BASE. 4. NEED COAL -TAR EPDXY COATING ON INSIDE OF MANHOLE OR EQUAL. NOTES TO SPECIFIER: 1. " " INDICATES THAT A SPECIAL DESIGN OR THE NEXT LARGER MANHOLE SIZE SHALL BE USED. 2. TABLES 2 TO 5 ARE BASED ON A MIN. SEPARATION DISTANCE 'IS" OF 15.5" OR INTERSECTION PIPE OD/2, WHICHEVER IS GREATER, BETWEEN MAIN AND INTERSECTION PIPE ALONG THE MAHNOLE INSIDE WALL ARC. 3. PIPE WALL THICKNESS USED IN TABLES 2 TO 5 ARE BASED ON RCP. THE DESIGN ENGINEER MAY CALCULATE TO SEE IF THINNER WALL PIPES CAN MEET THE SEPARATION CRITERIA FOR ANGLES SMALLER THAN THE TABLES ALLOW. 4. LIMITATIONS TO BASE HEIGHT ARE BASED ON RESISTING BOUYANT UPLIFT FORCES BASED ON WATER AT GROUND SURFACE AND A SAFETY FACTOR OF 1.20. 5. A SPECIAL DESIGN IS REQUIRED IF MANHOLE ID IS GREATER THAN 8 FT. TABLE 5 MINIMUM ANGLE AND INTERSECTION PIPE ID SIZES FOR 8'-0' DIA MANHOLE INTERSECTING PIPE IS SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID SIZES IN INCHES (INCHES) 8" 10' 12^ 15" IS- 21' 24" 27' 3D' 33 36" 42' 48" 54' 60' 8 30 32 34 36 38 41 43 45 47 50 52 56 6t 67 74 10 33 35 38 4D 42 44 46 48 51 53 58 63 GB 77 12 38 40 42 44 46 49 51 53 55 60 65 71 79 15 42 . 44 46 47 49 51 48 51 53 55 51 53 55 57 61 53 55 57 59 63 67 56 58 60 62 66 70 74 58 66 62 64 68 72 76 81 62 64 67 69 73 77 81 56 - 67 73 51 18 70 75 83 21 72 77 85 24 74 79 89 27 78 83 30 82 87 33 86 36 42. - - - 48 54 GD NOT APPLICABLE (INTERSECTING PIPE GREATER THAN MAIN PIPE) SANITARY SEWER- 5'-0" TO 8'-0" DIAMETER PRECAST CONCRETE MANHOLE NOTES N.T.S. SYMMETRICAL ABOUT HALF SECTION UNDER PAVEMENT PAVEMENT -� HALF SECTION UNDER NATURAL GROUND NATURAL GROUND /SELECT FILL W.t Ifl- � I N.. .. < .: z "" SEE NOTE 3 w U L774t: y ( ...................................................... .. -ffi m- m m TYPICAL CROSS - SECTION SANITARY SEWER MANHOLE - TYPICAL CROSS SECTION N.T.S. 12" MIN. CEMENT STABILIZED SAND CAST IN PLACE OR PRECAST FOOTING IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE 1S OCCURRING 00 r � m m M mLd o N (;1 N z3 Y Y IOU- � a t2 ¢ m w -I O J W-� N Z 0 U m w 0 Of V� J� O J� N r w Z 17 ~ N r m ws n 00 } Z� XI-rn (� W F LO Z g b: U W u 3 to o 0 X v {� s co ISSUED FOR AQ REVIEW © 01/07/09 REVISE PER _ CITY COMMENTS Q01/15/09 REVISE PER _ CITY COMMENTS D 01/30/09 REVISE PER ARCHITECTS COMMENTS RANDALL •J•"LISKA ................... 89374 FEB 19 Z009 SANITARY SEWER DETAILS ) Q`NAMEPLATE INDICATING I• r t MFG: PARK EQUIP. CO. 6' PVC DOUBLE .'. �•� 800-256-8041 TEE MANIFOLD MODEL Gr • DATE MANUFACTURED 4-W , - - _ FROM KITCHEN WASTE ,j l• .I I• • f . • la� ( INLET AND OUTLET i- • PIPING PROVIDED PLAN VIEW j �'• I BY OTHERS. CONCRETE EXTENSION W VENT SLEEVE w' ° LIQUID SURFACE X1U11.ET 4� a a .lMONOLITHIC BAFFLE 6- PVC DOUBLE FI_2 ` TEE MANIFOLD _F GALVANIZED RISER _ *P SUPPORT (TYPICAL) r' PRECAST CONCRETE LLt 4 f 's -,,a -.1 - - INTERCEPTOR I L SAMPLE VM 10 SAWARY ':1:'N1ER Typical appltcaUms include commercid and gstrtal food service kitchens Where excee4ve jinx may interfere with the proper drainage of the sewer aystem. The greoexr Interceptor is genenlly burled below grade for gm ty flow ixmw vp me. A sample wal is utAlaed on the outlet side far sampling by the local water oafhar". Specifications CONCRETE : Class 1 concrete with design strength of 450.0 PSI at 28 days. Unit Is of monolithic construction at floor, fret stage of wall and baffle with sectional tier to required depth. (Monolithic baffle required, elkie-in type is not acceptable) REINFORCEMENT: Grade 60 reinforced with steel rebar conforming to ASTM A615 on required centers or equal. C.I. CASTINGS: Manhole from covers or grates are manufactured of gray cost Iron conforming to ASTM A48-76 Close 30. Manhole shill be nomind 24 inch diameter and be traffic duty. -CAST IRON FRAME d: OOVER (TYP-2) � INLET s ° FL1 •i ELEVATION GREASE IHMCEPTOR SCHEDULE mcDe. NO. CAPACITY USGd GREASE CAP. (LBS) I EMPTY I 19I' (LBS) LENGTH L iMDTH W 10GHT H INLET FLI OUTL U R 2 OT-500 500 1,200 7.00D 7'-10' 4'-4" 4'-W 3'-Y' 3'-0" GT-750 750 1.70E 10,000 7'-107 4'-r W-0" 4'-5" 4'-2" GT-1000 1,00E Z300 13.200 If -Or W-O" 6'-0' 4'-V 4'-tb° CT-1500 1.500 4500 20.000 W-2" W-8- 7'-W 5'-9" 5'-r CT-2000 2.ODD 4,600 24000 IS-0" 7'-0" 6'-0' 4'-Sr 4'-6" GT-2500 2.50E 5.700 27,00D 13'-0" 7'-Cr 7'-0" 5'-9" W-6" GT-30W 3.000 6,900 30.000 13'-O" i'-G' V-0° W-9- W-6" GT-35W 4500 6,000 33.000 13'-0" 7'-0" W-6" 7'-6- -r-zr PT-40001 4.000 6,240 36,000 13'-O" 7'-0- W-6- I 6'-6" 8'-3- 937-4254 • W+WAYS(OW) L ) Z.8 i+'U EQUIPMENT COMPANY a.: p ;, OTHER SIZES ARE AVAILABLE CONTACT US FOR MORE NIFORMA1tON Engineering Data The grease Interceptor is sbucturddly d: hydrauikxdly engineered to conform to tOmftj codes comaterequiredW In most r t Cma with local ou9es dodli Shop drawings shill include complete structural do bouyancy calculations certified by a licensed professional engineer. Consult with Park Equipment Company for exact excavation dimensions !k shipping information. eko MlAa19e_.�A`�y� lu•`�1.�Ra) �(//'{. GREASE TRAP SERIES GT SCALE DWG. NO. REV, NCK 7DATE GT-1 <<'n�5vr:'r'aT?aid CAST IRON FRAME AND COVER SEC71044AL RISER RCP PIPE e Jf NIT SEALED n/ NONSHRINK GRCUT ' 6I11!_i�11'iA NOTES 1. SAMPLING WELL MUST BE INSTALLED UNDER A SEPARATE PLUMBING PERMIT. 2. USE 1,l" T&G R.C.P. FOR INSTALLA1ION FOR INSTALLATION 6'-0" DEEP AND LESS. 3. USE 2jr T&G R.C.P. FOR INSTALLA71OON GREATER THAN 6'-or DEEP. (STD RING AND M.H. COVER REQUIRED) 4. SAMPLING WELL MUST BE SET IN A CIRCULAR OR SQUARE CONCRETE PAD ( 1'-cr GREATER THAN OUTSIDE DIAMETER OF PIPE.) 5. INSIDE INSTALLATION NOT PERMITTED, WHERE OUTSIDE INSTALLATION IS POSSIBLE. 6. INSTALLATION INSIDE BLDG MUST BE POURED IN PLACE (150MIN) NO CONCRETE PIPE IS PERMITTED, (AIR -TIGHT COVER REQUIRED.) 7. LAVM INSTALLATION MUST BE 4" ABOVE FINISHED GRADE. 8. DRIVE Ik SIDEWALK INSTALLATION MUST BE BROUGHT TO FINISHED GRADE 00 \ r m M m o 04 w N Y Y W\ J_- ¢ am W � ' O .I -5 o Z W Vj —CAST IRON ® LIB FRAME AND COVER 0 W QW~ a W a' d � r SEC7i0MAL RISER U. a' RCP PIPE a. O b VW� JOINT SEALED w/ a NONSHRINK GROUT 4" SCH 40 PVC SLEEVE (TYP) INLET FROM INTERCEPTOR CONCRETE BASE (OPTIONAL) 0 0 a SIDE VIEW M INLET Si. TO BE INSTALLED ON PRIVATE PROPERTY. IN AN ACCESSIIBLE LOCATION TO CITY PLAN VIEW PERSONNEL. SPECIFICATIONS ,, TEL (71� 07 7M FAXCONCRETE Class 1 concrete with of design strength of f L' �i`�+''WATS t�M1 4500 PSI at 28 days. Unit is of monolithic A' ��' EQUIPMENT COMPANY ( ) construction at floor and first stage of wall „ �� with sectional riser to required depth. 17kgonat the Best C.I. CASTINGS: Cast iron frames and grates are manufactured SAMPLE WELL BASIN ISSUED FOR AD REVIEW ©01/07/09 REVISE PER _ CITY COMMENTS Q 01/15/09 REVISE PER CITY COMMENTS 01/30/09 REVISE PER ARCHITECTS COMMENTS of grey cast iron conforming to ASTM A48-76 Class 30, Heavy -Duty AASHTO H-20 SCALE DWG. NO, H OF ... p�� �' DATE ®�� SWB-4 i*y�P�• !.:....... .... C l7 TY copy IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING RANDALL J. USKA ................... i 89374 FEB 19 2009 SANITARY SEWER DETAILS SYMMETRICAL_ ABOUT HALF SECTION -= HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND r- SOD OR SEE (AS REQUIRED) PER CITY OF LA PORTS STANDARD PAVEMENT SPECIFICATIONS r'-NATURAL GROUND SUBGRADE 'l \_ BACK LA 'sT2'11AY BPrcPrcnn NSA/ iJ� Ij I SE%0TE NOTEi 1 011 LINE DRY BOTTOM-----__.._� NOTE: 1. SEE CITY OF LA PORTE STANDARD DETAIL 2. 6" MIN. FOR MAIN DIAMETER <20" 12" MIN, FOR MAIN DIAMETER >20" WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCHES- ELECTRONIC READING LID REMOVABLE N. T. S. 1" METER BOX NOTFS- R BOX DESIGN FOR SERVICE TO HOMES WITH TER THAN 2000 SO. FT. R BOX TO BE FORD YL111-444-TP YOKE BOX PPROVED EQUAL. ICH PIECE, VALVES EXPANSION CONNECTIONS, AND ET PIECES TO BE WATER WORKS BRASS. CASTING AND LID TO BE CAST IRON LOCKING. SERVICE LEAD MATERIAL TO BE POLYETHYLENE. OMER SERVICE LINE TO BE PER BUILDING CODE IFICATION AND HAVE A MIN. ONE FOOT COVER. SERVICE CONNECTION NOTES THE MAIN SHALL HAVE A MINIMUM DEPTH OF 48" BELOW TOP OF CURB GRADE, THE WATER SERVICE LINES THAT ARE INSTALLED BEFORE THE COMPLETION OF STREET CONSTRUCTION SHALL BE LAID IN THE SERVICE DITCH AT THE SAME ELEVATION AS THE WATER MAIN OR A MINIMUM COVER OF 48" BELOW TOP OF CURB GRADE, AT THE PROPER LOCATION FOR THE METER BOX, THE METER (CURB) STOP SHALL BE RAISED TO 18" BELOW TOP OF CURB GRADE WITH ENOUGH EXCESS TUBING TO RAISE THE STOP AT A FUTURE DATE TO 6" BELOW TOP OF CURB GRADE. LOCATOR WIRE TO BE PLACED ON ALL MAINS AND SERVICES. (MIN. 20 GA, COPPER) SINGLE METER SERVICE LINES SHALL BE 1" MIN. LD, C.T.S. POLYETHYLENE, SDR-9. CONTRACTOR TO FURNISH AND INSTALL DOUBLE SERVICE METER BOXES AT FINISH GRADE. FIRE HYDRANT ASSEMBLIES SHALL NORMALLY MAINTAIN THREE FOOT CLEARANCE FROM BACK OF CURB. REQUIRED ASSEMBLY SHALT_ INCLUDE ONE LINE SIZE BY 6" TEE, ONE SIX INCH GATE VALVE AND BOX, ONE FIRE HYDRANT AND SIX INCH PIPING AND TIE BACKS. WATER VALVES ON MAIN LINES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO EXTENDED PROPERTY LINE AND SHALL CONFORM TO AWWA C-500, OPEN LEFT, EQUIPPED WITH PENTEGONAL OPERATING NUT. WATERLINES 4 INCH THROUGH 12 INCH I.D. SHALL COMPLY WITH THE REQUIREMENTS OF AWWA STANDARD C-900 CLASS 150, SDR-18 WITH CAST IRON OUTSIDE DIAMETER. ALL CONCRETE THRUST BLOCKING SI-IALL BE PLACED TO FORM A SOLID CONNECTION BETWEEN FITTINGS, VALVES AND FIRE HYDRANTS AND UNDISTURBED EARTH, CONCRETE FOR THRUST BLOCKING SHALL HAVE A MINIMUM OF 2500 P.S.I. COMPRESSIVE STRENGTH AT 26 DAYS. GRAY IRON AND DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C-110 AND END JOINTS OF FITTINGS AND MAIN LINE VALVES SHALL CONFORM TO AWWA C-111 FOR RUBBER GASKETED JOINTS. GRAY IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED OR EPDXY COATED. AT EACH FITTING THERE SHALL BE EBAA IRON SERIES 1500 FORCE -RESTRAINT SLEEVES. ALL FIRE HYDRANTS AND VALVE BOXES ARE TO BE ADJUSTED TO FINISH GRADE AFTER PAVING IS COMPLETE. THE LOWEST HORIZONTAL FLANGE OF A FIRE HYDRANT SHALL NOT BE MORE THAN 6" ABOVE THE SURROUNDING NATURAL GROUND AT ANY POINT. INSTALL CONCRETE BLOCK BENEATH FIRE HYDRANTS BEFORE PLACING CONCRETE THRUST BLOCKING TO INSURE THAT FIRE HYDRANTS ARE INSTALLED LEVEL. CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 48 HOURS BEFORE START OF CONSTRUCTION. C84-44 OUTLET ,x2" BLOCK " 111 • m PIPING NOTE FITTINGS, VA_VES AND PIPE JOINTS SHALL BE SECURED WI-'H MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 PV FOR FITTNGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. WAT=R DISTRIBUTION NOTES: 1. PRESSURE "-EST OF WATER LINES 20" DIAMETER SHALL BE AT 125 PSI FOR A DURATION OF 8 HOURS. PRESSURE "EST OF WATER LINES GREATER THAN 20" SHALL BE /,T 150 PSI FOR A DURATION OF 8 HOURS, 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3. ALL WATER METER BOXES SHALL BE NDS MODEL NO, D15AM42-DISB OR APPROVED EQUAL.BOX NEEDS TO BE COMPATIBLE TO NEPTUNE PRO -READ.) LOCKING LIDS WILL NOT BE ACCEPTED. 4. PROVIDE "UNI-FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. 5. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN MULTI -LOT SUBDIVISIONS. 24" MIN-12" & LARGER PIPE 18" MIN-10" & SMALLER BENDS & TEE PLUG PIPE TAPPING SCHEDULE WATER MAIN SERVICE SIZE TYPE AND DIAMETER 3/4" 1" 1-1/2" 2" 4" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 4" ASBESTOS (EXISTING) CEMENT WBSS WBSS DSS, WBSS DSS, WBSS 4" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" CAST IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS OR DUCTILE IRON AND 8" ASBESTOS EXISTING) CEMENT DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12"CAST IRON OR OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12" ASBESTOS (EXISTING) CEMENT DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 16" AND UP CAST IRON OR DUCTILE IRON DWBSS DWBSS DWBSS DWBSS 16" AND UP ASBESTOS (EXISTING) CEMENT DWBSS DWBSS DWBSS DWBSS 16" AND UP PVC (AWWA C900) DWBSS DWBSS DWBSS DWBSS DSS - DUAL STRAP SADDLES WBSS - WIDE BAND STRAP SADDLES DWBSS - DUAL WIDE BAND STRAP SADDLES sI 90' BEND 45' BEND 22>- BEND TEE PLUGS ZE A B A B A B A B C D 4 8„ 16" 10" 9" 10" 6" 8" 10" 12" 10" 21„ 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" 12" 29" 21" 16" 21" 11" 16" 18" 24" 18" 41" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" 16" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54" 24" 48" 40" 30" 40" 20" 30" 36" 48" 36" 72" THRUST BLOCKS SHALL BE CAST IN PLACE AGAINST UNDISTRUBED EARTH WALL. PLACE 15 Ib, FELT BETWEEN CONCRETE BLOCKING AND PIPE/FITTING TO AVOID BONDING. THRUST BLOCKING DETAIL N.T.S. ENCASEMENT PIPE, TO BE SOLID WELDED WITH A MIN WALL THICKNESS OF 0.219 INCHES FOR CASING PIPE 8" THROUGH 18" AND A MIN VIALL THICKNESS OF 0.250 INCHES FOR CASING PIPE 20" THROUGH 36", CASING PIPE LARGER THAN 36" SHALL HAVE APS OR APPROVED EQUAL CASING SPACERS A WALL THICKNESS SPECIFIED BY THE DESIGNING ENGINEER. IT SHALL BE THOROUGHLY COATED WITH COAL TAR ENAMEL INSIDE AND OUT INSTALLED PER NOTES AND CASING TABLE i—WATER OR WASTEWATER PIPE _AP S OR APPROVED EQUAL END SEAL — JOINT RESTRAINT, SEE NOTES AND AUGER HOLE TO 8E "DRY" AUGURED, (TYP BOTH ENDS) COLC JOINT RESTRAINT DETAIL NO LARGER THAN 1" GREATER THAN THE (TYP FOR ALL JOINT IN CASING) OUTSIDE DIA OF CASING PIPE LONGITUDINAL SECTION PIPE CASING DETAIL N.T.S. SERVICE TAPS TO BE MADE IN THIS ZONE EXCEPT FOR PVC FASTTAP 45 BLOW-OFF & CHLORINATION TAPS ARE MADE IN VERTICAL POSITION WIDE BAND SINGLE SADDLE OR DUAL SADDLES SERVICE TAPS N.T.S. FINISHED GRADE TAPPING COLLAR OR SADDLE r(STAINLESS STEEL) PVC MAIN 6" x 8" ADAPTER (AS NEEDED) TAPPING SLEEVE & VALVE N. T. S. NOTES: 1. SPACERS FOR CARRIER PIPE SHALL BE ADVANCE PRODUCTS AND SYSTEMS, INC., STAINLESS STEEL, NEOPRENE OR APPROVED EQUAL AND SHALL BE INSTALLED TO CENTER CARRIER PIPE WITHIN CASING WITH A MAX TOLERANCE OF Ka" BETWEEN RUNNER AND CASING INSIDE AS WELL AS PREVENT THE CARRIER PIPE FROM RESTING ON THE BELLS WITHIN THE CASING. SEE CASING TABLE FOR SPACER DISTANCE AND NUMBER OF SPACERS. 2. CONTRACTOR TO TAKE INTO CONSIDERATION THE SIZE AND LIMITS OF PIPE RESTRAINTS WHEN ORDER AND INSTALLING CASING PIPE TO ALLOW FOR ADEQUATE CLEARANCE. 3. SPACERS TO BE PLACED A MIN OF 1' BACK FROM EACH JOINT THAT FALLS WITHIN CASING, A GREATER SET BACK MAY BE REQUIRED FOR LARGER PIPE. SEE CASING TABLE FOR ADDITIONAL INFO ON SPACING OF SUPPORTS. 4. WHEN INSTALLING GRAVITY PIPE WITH CASING CONTRACTOR SHALL TAKE INTO CONSIDERATION PIPE GRADE SO THAT THE SEWER PIPE MAINTAINS THE PROPER FALL. 5. JOINT RESTRAINTS ARE REQUIRED ON ALL JOINTS THAT FALL UNDER OR WITHIN 10' OF HIGHWAY CROSSINGS REGARDLESS OF PIPE MATERIAL, CASED OR NOT. SEE COLO PIPE RESTRAINT DETAIL. SPECIAL NOTE: WHERE OPEN CUT GRAVITY SEWER, HIGHWAY, ROAD AND DITCH CROSSING CONSTRUC11ON WILL BE DONE CONTRACTOR MAY USE GRIFFIN-20, AMSTED, 112SEWER SAFE, DUCTILE IRON SEWER PIPE, WITH SEWPER COAT LINING. CROSS SECTION NT PIPE ILL AUGER HOLE CASING TABLE NOMINAL PIPE SIZE DIA IN INCHES CASING SIZE INSIDE DIA IN INCHES MAX SKID SUPPORT SPACING IN FEET 4 8-10 4.7 6 10-12 6.3 8 14-16 7.4 10 16-18 8.5 12 18-20 9.6 15 20-22 11.0 18 24-26 12.0 21 28-30 12.0 24 31-33 27 34-36 12.0 APPROVED PLANS 1 IED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING OD �r m M m o C4 F' m Q o U W 0 v ar 6.I.1 CcVJ ®am w W ®W W cr U. 0 P�%� V/ W U a f! t.mti�9' n= 4 CST ff ,,.YS't j4kA �C °as U 7' 0 a U� J 0 W _ Z� ~ r z � (1)n W s f0 Z� XI'M (� W Ln 1- M Z::! ow W No \ Q X a T ul I- ` r O OD ISSUED FOR AQ REVIEW ------------ © 01 /07/09 REVISE PER CITY COMMENTS Q 01/15/09 REVISE PER CI_TY COMMENTS 01/30/09 REVISE PER D ARCHITECTS COMMENTS � E OF rNXX ,ipF+% :P1 �......................:...� j RANDALL J. USKA /........................../ /lt 89374 � ANS� D EBB 19 Z009 DWG NAME: By-- _ DETAILS DWG: ® 102 JOB NO: 08-339 REV: D 29-3/4"x 29-3/4 1-3/8' HEAVY GRATE SCHEDULE 0 m SEE GRATE DUTY CAST IRON FRAME & GRATE _, ,,,_,_,,, r SCHEDULE (FRAME WT = 268 Ibs) w \ J (n Y v PRECAST CONCRETE BASIN BY ®®�®® m - PARK EQUIPMENT CO. ..e- e e UNDER PAVEMENT- UNDER NATURAL GROUND ®'®® 4 O U . J = -, 800-2546-8041 0 ® .® ® ® o N Z a V) 0 D PAVEMENT NATURAL GROUND Ti SUBGRADE y � �� , GRATE =OT BACKFlLL (PI BETWEEN 8 & 20) K OPEN AREA 200 1489 12 V 80-1 PLACED IN MAXIMUM 6" LIFTS AND COMPACTED TO 95% STANDARD 2" PROCTOR DENSITY. TOP SECTION CEMENT STABILIZED SAN TO BOTTOM OF:::: F SUBGRADE 12'. `® �►� ®� aP 12' H7 BASIN SECTION C(EEMENT STABILIZED SAND RATE = 24 Ibs MODEL No. LiYii. ` VQQJ (SHAPE TO CONFORM TO BLOCKOUT AS REQ G 'B OPEN ARE0 A = 434 IrY V4880-3 ® 6 BOTTOM OF PIPE) (MAX. SIZE 'A' DIA) ® FlLTER F RIQq CRUSHED STONE FOUNDATION ,�A®®�®�®� (MIN. 12�LM) 6" MIN. DEPTH. ®�•®®®®®QA,®®,��� AS NEEDED FOR W SEEPAGE DRAINAGE. A�A�O®®®®�49�•£3��'�A UNSATISFACTORY SOIL CONDITIONS EXIST J _ W W1 GRATE = 270 Ibs MODEL.No. \ / / OPEN AREA = 387 trfi V4880-4 UNDER PAVEMENT UNDER NATURAL GROUND V O PAVEMENT ATURAL GROUND ® I- LL _ �, PLAC IA XI UMIB" LIFE 6 &SUBGRAD 20) 30" DIMENSIONS W , aR BANK SAND ,F 3ql 130UNSAn5OCAC ORY ORn I I MO'�EL W1 W2 H1 H2 Ti K.O. �. IF DISTANCE IS MORE THAN TWO FEET 2) � - CEMENT STABILIZED SAN - TO BOTTOM OF SUBGRADE A -1 CBTA36 48" 36" 42" 36" 6" 36" 30"X30" THOROUGHLY RODDED CEMENT STABILIZED SAND PLACED Ti " " rr " AND THOROUGHLY RODDED AFTER CBTA48 60 48 54 48" 6" 48" 30"X30" PIPE IS LAID. CBTA60 72" 60" 66" 60" 6" 60" 30"X30" A A A STORM SEWER DIAMETER ^ n n n u u CBTA72 i CBTA72 84 72 78 72 6 72 30X30 ST SAN MENT ABILIZED D 2 " 42" OR GREATER / \ CBTA84 96" 83" 78" 72" 6" 84" 30"X30" TAPE TO CONFORM TO a� ' BOTTOM OF PIPE) CEMENT STABILIZED SAND PLACED " BEFORE PIPE IS LAID, .0�� VARIES �av aY, Uyd k ( TRENCH WIDTH G� rI 4ir 'rte r r PER SPECIFlCATION �" SPECI =ICATIONS , i . SATISFACTORY SOIL CONDITIONS EXIST / CONCRETE Class 1 concrete with of design strength of \ , 4500 PSI at 28 days. Unit is of moThE BEDDING nolithic STORM SEWERMEThOD SHALL BE USED FOR CONCRETE PIPE -WHERE SOIL CONDITIONS ARE AS FOLLOWS: . „ Tt construction at floor and first stage of Wall with sectional riser to required depth. Rated A. STRATA FROM THE SPRING LINE (CENTER) TO 3 FT BELOW THEE " q p FLOWLINE OF THE PIPE CONSIST OF NON-WATERBEARING A for H-20 Loading. COHESIVE SOILS HAVING A SHEAR STRENGTH OF 1000 PSF OR i. GREATER. -*�^-' T1 "�— W2 --�+•-' T1 i REINFORCEMENT: Grade 60 reinforced with steel rebar to - 2 B. NO WET SAND STRATA EXIST IN THE AREA FROM 1 FT ABOVE W1 ""'"" conform to ASTM A615 on required centers THE TOP OF THE PIPE TO 3 FT BELOW THE FLOWLINE. FOR ALL OTHER SOIL CONDITIONS USE DETAIL FOR SECTION - or equal. UNSATISFACTORY CONDITIONS SHOWN ON THIS SHEET. - C.I. CASTINGS: Cast iron frames and grates are manufactured U of gray cast iron conforming to ASTM A48-76 -i o Class 30. BEDDING AND BACKFILL z ;, FxZ to Wq w Zz X X I- T 36"-84" TYPE 'A' GRATE INLET W 0 (n o � a ISSUED FOR Q REVIEW © 01/07/09 REVISE PER _ CITY COMMENTS Q 01/15/09 REVISE PER CITY COMMENTS 01/30/09 REVISE PER 0 ARCHITECTS COMMENTS OF flryji j RANDALL J. USKA• Copy.Y �f1' \ ..... �/ P 8192009 IF THE APPROVED PLANS D AME: ARE MODIFIED, A NEW SUBMITTAL BY ll TO THE CITY IS REQUIRED PRIOR DETAILS TO THE CHANGE IS OCCURRING DWG: D3 . 03 JOB NO: 08_339 REV: D 6' MAX. (SEE NOTE) 1. SET POSTS AT REQUIRED SPACING 3. ATTACH FILTER FABRIC TO POSTS AND EXTEND IT INTO THE TRENCH (SEE NOTE 3) FLOW X— 8— X '18" MIN. 36" MAX. EXTENSION 01 INTO TRENCH REINFORCED FILTER N.T.S. 2.EXCAVATE A 6%6" TRENCH UPSLOPE ALONG THE LINE OF POSTS AND SECURE WIRE FENCE TO POSTS. (SEE NOTE 2) FLOW FLOW of 4, BACKFILL AND COMPACT THE EXCAVATED SOIL. DRAIN TO SEDIMENT TRAPPING DEVICE 50' MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COURSE 0 o AGGREGATE o o O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4' 50' CONSTRUCTION EXIT (TYPE 1 N.T.S. GENERAL NOTES: 1. POSTS TO BE SET AT 6 FOOT MAXIMUM SPACING. GENERAL NOTES 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES 1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE AS INDICATED ADDITIONAL TIES OR STAPLES CAN BE ADDED TO SECURE WOVEN WIRE FENCE. ON THE PLANS, BUT NOT LESSS THAN 50'. 3. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH WIRE TIES OR STAPLES AT TOP AND MIDSECTION. ADDITIONAL TIES OR STAPLES CAN BE ADDED TO 2. THE COARSE AGGREGATE SHOULD BE OPENED GRADED WITH A SIZE OF 4" SECURE FABRIC. TO 8". WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 3• 6 INCHES AT THE POSTS AND FOLDED. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE ENGINEER. 4. CUT "D" SHAPED HOLES ),2 OF HEIGHT AWAY FROM NATURAL GROUND AND SPACED NO 4. MORE THAN 4 FEET ON —CENTER. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE ENGINEER. 5. CONSTRUCTION NOTES: THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE. 6. 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 16 FEET AND THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE EMBEDDED A MIN. OF 12 INCHES, IF PREASSEMBLED FENCE WITH SUPPORT NETTTING IS MODIFIED BY THE ENGINEER. USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. 7 . THE LOCATION AND NUMBER OF CONSTRUCTION EXITS SHALL BE APPROVED 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN. BY THE ENGINEER. HEIGHT OF 18 INCHES AND MAX. HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED. 4. SEE STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING o m �r M m o C4 w vi z ,Y I- Y ¢ ,m V) Z o c V M 4 J o O � 04 T N W Z= IX F- N � W m N w LLI a X C) ZK 2 XF_M tg� W Ln m m�� t}— W u MAz N o J LL: W r i Ld F_ 4 r A , O i ISSUED FOR —Q--REVIEW---------- © 01/07/09 REVISE PER CITY_ COMMENTS Q 01/15/09 REVISE PER _ CITY_ COMMENTS 0 01/30/09 REVISE PER ARCHITECTS COMMENTS pP�S OF TFg1�1 A*5. svo ....................*.#i j RANDALL J. LISKA 0........ .......� q : 89374 NAL N dC DWG lq 2O3 FE� SWPPP WG: D 105 JOB NO: 08-339 REV: D Lmgx l el �vs�vv5v5�.�: OPEN 3 — -- BRACE STRINGER IMMA21WAM711 PLAN TIMBER TRENCH SHORING �I SEE NOTE 4 STEEL PILING * UPRIGHT :ET PILR TRENCH SHORING - MINIMUM REQUIREMENTS (**) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACES DEPTH OF TRENCH- KIND OR CONDITION OF EARTH - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WIDTH OF TRENCH MAXIMUM SPACING MINIMUM MAXIMUM MINIMUM MAXIMUM DIMENSIONS SPACING DIMENSIONS SPACING UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL FEET FE:T FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCITES INCHES INCHES INCHES FEET FEET 5 TO 10 (A) HARD, COMPACT 3x4 OR 2x6 6 2x6 4>4 4x6 6x6 6x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 3 4x6 4 2x6 4>4 4x6 6x6 6x8 4 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 44 4>:6 6x6 6x8 8x8 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x4 OR 2x6 SHEEOTING 6x8 4 44 4>:6 6x6 6x8 8x8 4 6 10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 46 4 44 4v6 6x6 6x8 8x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 2 46 4 44 4::6 6x6 6x8 8x8 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 46 4 46 6::6 6x8 8x8 Sx10 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x6 SHEETING 8x10 4 4x6 6:c6 6x8 8x8 8x10 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 402 4 412 6:0 8x8 8xi0 10x10 4 6 OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE 6x8 4 402 &8 8x10 1000 10xl2 4 6 SHEETING 1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER, WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. O DESIGNATION FOR PROPOSAL (BID) PURPOSES (* +) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) TRENCH JACK AND STRINGER * FRATION AS DETERMINED DNTRACTOR'S REGISTERED SSIONAL ENGINEER MAXIM' ALLOW SLOPE (DETEF BY GE ENGINF TRATION AS RMINED BY RACTOR'S REG. . ENGINEER UNSHORED SLOPED TRENCH TRENCH BOX * TRENCH SAFETY SYSTEM DETAILS N.T.S. MINIMUM 'BENCH MAXIM WIDTH SLOPE / I /� / PROJECTED MAXIMUM ALLOWABLE / SLOPE DETERMINED BY GEOTECHNICAL ENGINEER / / NOTE: CLAYS, SILTS, LOAMS, OR NON -HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING * ALTERNATE SYSTEM DO } 0 m m p C4 w tj z Y Y Q O U h < m S p •— V) Z p N U 11 GENERAL NOTES 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. 2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE, THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, 'FRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC- TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE. 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) 6, TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 8. MEASURE "PERMANENT TIMBER TRENCH SHORING' BY LINEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID). 9. STRINGERS AND BRACES TO BE SECURELY FASTENED. 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. 11. TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN, 12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. 0 13, TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD a FOR PIPES WITH O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES. 16. SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS: A SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90' B COMPACTED ANGULAR GRAVELS = 1/2 : 1 C RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 : 1 D COMPACTED SHARP SAND = 1 1/2 : 1 E WELL ROUNDED LOOSE SAND = 2 : 1 16. CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS REQUIRE SHORING AND BRACING, THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING Up Jn o N � r W Zz H r z z � N W a n 0.Xm ODLU Z >< a s W F Ln 10 Z a :, °? W o o a XaX LL F W r ISSUED FOR AO REVIEW --------- © 01/07/09 REVISE PER CITY COMMENTS Q 01./15/09 REVISE PER CITY COMMENTS 01/30/09 REVISE PER 0 ARCHITECTS COMMENTS �E OF rF` �/ I RANDALL J. USKA ow I..........................893 ,� �S�/• •AL/ ]j M€CD 1 o LVUd TRENCH SAFTEY JOB NO: 08-339 1 REV: D s'GN • 22.8 .. 1 I ...R� I � I 0 I � t - 1 � I ..os 1 � I .� I mamas1 amass mamas1 � CANADA ISTR SI SEEMSTREET (100'1 R 01 ... 1 WOMEN I SOM I =NK I SEVEN ONNNI 1 00001 1 2000a I M •oon i _ ....,.. ....: . Z2.7:.�;':. ...... �'� ... SIGN ._., momma I I FAR 0"�, """':•� b@C • 22.8 , _.._.. e....w. ! ....,,.,®............ ..---..�..._ J P AW--• � PP 23.0 ••I2°•W CAN • • • •� 10 i 10" N 03° 22" W 10" ECAN4�-- �� 9' j • 22.8 i i 4" CAN&A. 3- P AN P CAN Jogging Walking ra119 t8• OAK Oj P-C ' PECAN EC _ I I ® 30" 0 K Forking Schedule Dog Park 18" PE 30" P CAN PECAN PEC A6 4 5 6 ( ) 4�yp/// s Picnic Area yp (T {) �' �j �j J� i i 1 Parking II /� II• 41 ' _ Picnic ...._._ (T Area lcal) } O1 { CAN P AN m > m -1 x5�' 1 \ : I / ''- -' --- --- - I i `=5 SH I LJ �dF. Parking Iii ": 41 II II ! Parking G : 38 ......._........._.....__...__ 6 Picnic Are � yp VPECAN •2 .2�j{11 \ ECAN 22,8 LO N22 ; Parking D : 52 yp �pQ� , PECAN PE "F": Note: �1B / Picnic Area o ( 2 i Parkin g 30 'I Warm up Ar as (Typical) ' 5 pa es O 0' S po es o 23.3 1, 5 a.es o o' 6 pa as o o' % Note: /, f ' arm up (T lcol) yp Areas 23.o 0 m _ I a, !rn Parking F 84 I� "G": 5 Parking B : 41 30" CAN icai) ® o F I ELD #8 Parking 54 I� co I EL # 1 (A6E5 i-8) - • 23.4 5 pa as 0 10' 5 p es O 10' S ° m B YoMLydn pa es O 0' S pa es O 0' o. 3 '� i- \ �\ t' yy� o o • 23.2 DA t ) m n ° ' (A6E5 I I-12) i� j Parking Total: 340 Includes 10 H/G Spaces °, 0 o. 5 pa es O 70' 5 p es 0 10' 5 pa es O 0' S pa es 0 0' m n ' \ ° ( #C _ \\\------��� PECAN 4" PECAN W w I 23.1 n •23.2 Parking O�II. 38 " :'� �••,\ yh� (A E5 4, 5, b) o N { i FO�UL NE ° m JoggingTrail b6\0' eclat Events Area One m®� o ` cS Na •23.2 IIIIMI Total Length 4,150 0 Ft. Ij O ® 23.1 PECAN Events ,Lo a'Special I ' , 'tu PI za Area Three ° So I i' ' 22� - 'j• e a 23:0 emove Weed „ 6 0 8" CHINA 23.1 CA �, B15 •23.0 a III E I ibo' FOUL L �? ° 2 �,y ,..• ' a 50eCial Events `v' �,' 23.2 o 0 • 22.9 ° _ - • 22.8 0 Note: '° III 7111 ° °4 \° p ° Area Two r 4 p 0 to 5 pa as 0 10' 5 pa es O 10' ® es O 10' S ' a as O 10' S p pa es O f0' S pa es 0 f0' S pa as 0 10' _' - - L.✓t Existing !Detention Area - m ° C�cD) �,ts " " Parking "1'": 54 ®� - Z1B i Ditch _� Ir= L 'M°.2 o. 0 ° ,° Picnic Area s spa as O to' 5 pa as 0 0' 4 pa as 'W 4 pa as 5 pa as 0 0' 5 pa as 0 0' 5 0: 0 0' 5 pa as 0 0' 4 pa as O 0' 2 (A(5E5 "7-8) 6Qoos h Qo 18" PECAN 1e ta" PE (Typical) 2 C r- O ' Note: -- ! I c ti 4" 10" PECAN B" PEC 1B• Y VECAN "� 16" o e e - to L8---) Warm up Areas - L i LO _ - Note: 0 • 22.6 m 2' AN i PECAN PECAN 78" PECAN 1 N 'PEGAN _.......... 72 10" PECAN-�__ 10" PECAN O - III O 250' FOUL LINE - Warm up Art as ° Picnic Area --j 50, I a (Typica o 24" PE (TypicaU O q0' Base Line 525' Foul Line �r III�I 00 21.4 2.5 f.'-- 1g ;' \'\, - 215' Foul Line III' ��III • 22.9 ° D i I z 0 \•\ D tr P j Babtir7q as-, 01 • 23.0 23.1 Detention Area \ ', - \ \. .\ a ) ECAN 5 I(5o� trV ' � 70" P AN 2 PEC . �� O III ' I } ' - 1 E L #� ( . 1 ♦ _ � I 4" PECAN 24' N 60'-b 54 ' �I � 1 k! #6 - �/ V \- ® • 22.7 - (ABE5 II-12) i o \ ;%� o - - o�III (A6E5 15-Iq) s• ., i 22.4 ' e IB5' Foul Line C I I I 44 ° ° 46 �� �I �oIII �I 46 5 , (A6E5 13-14) : /�_ FA 6 SHEET A-2 i E Note: Warm u Areas to { (Typical Co C6 ! • 22.9 ! 22.3 • 22.3 •22.I5 •22.8 I / •22.8 •22. ! I {�I t� (A6E5 01-10 - A6E5 01-10 - ( j g ' Detention Area 22 s Detention Area Pond / Lake i j Detenti Area Jogging a 1 22.9 - S 03°06'S4" E - �" Ct� -- - Detention Area 2 .o j 23.1 �s Crossing 5rid26 TT C4 1601.17 O j SITE PLAN 1 SCALE: 1" = 60'-0" COMPASS NORTH 6ENERAL NOTE: BUILDING NORTH BA5E5ALL FIELD AMENITIES, BATTING GAGES, TRAILS, PAVILION, MAINTENANCE BUILDING, PLAYGROUND AND WALK5 NOT ADJACENT TO PARKING AREAS ARE SHOWN FOR 10FY REFERENCE ONLY AND ARE NOT IN THE CONTRACT. COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING f „ PROPOSED NEW PARK FACIUff FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 moll RANDALL n PORTERFIELD ARCHITECTS, INC. A.I.A. .CF'REO A Rp y/0 y Sj. 833 P� ql� OF AEI 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax Revisions NO. DATE DESCRIPTION 01 I/30/09 REVISIONS FOR ADDENDUM #1 JOB NO. 080813-011 CAD NO. DATE 01130/o9 SHEE 23 FEB 19 2009 OF: rf f %r PROPOSED NEW PARK FACILITY FOR w"EST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDffiTECALL PORTERFIELD ARCTS, INC. A.I.A. 0 w m �" D YY sT _; 83 P� 7T f OF ZFB 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6660 281.316.6920 fax Revisions NO. DATE DESCRIPTION 01 01/30/09 REVISIONS FOR ADDENDUM #1 J 0 B NO. 080813-011 CAD NO. DATE 01/50/01 SHEET E � 1� I 24 FEB 19 2009 OF: 2a By— A-2 \ E 1 I I Of O r l} yy fir• / ., ///ffffff ij J , ..1. <, v.', ♦k v \F. \F e i 3 REFER TO OR _ v B , C,D �EU102 _,..; UNDERGROUND ,r. Qj \U DER UI B20 N GR \ ND\COND T � D AXO oB o \ r L 'ZONE 4 , \l r p n F777 .. ; �. 15 1 ..... i .... ...... .. ... MDPC 100 D C qi ,• ...: i!-i.. 3 'd 3 . E.t E 1.r It I £ 3 i' :x i j .. �� ^''i bl. ._.. .. ..... O ...... _----------- _m.. .: ,r A1T3 r. B F _. __ . ..... F.._:: )... '.:.. . v .. J B7 f 5 [ , ..... ...,_ I/ v_ Oif iyi ry tf ,i �p yi: is } f i ................. .. ....._... ,:. �5 ...tom 1 ... A51if FJ I B90 ..; REFER TO EU1.02A FOR UNDERGROUND CONDUIT ..I . E I ' oB„ inin�QrQni t in �nKlMl 11T : „ \ LAYOUT ZONE "B" ELECTRICAL GENERAL NOTES PLUMBING GENERAL NOTES 1. REFER TO DRAWING ELOO FOR LEGEND, SYMBOLS & GENERAL NOTES. 1. REFER TO DRAWING P1.01 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM. 2. REFER TO DRAWING P2.01 FOR PLUMBING PLAN. 3. REFER TO DRAWING E5.01 FOR ELECTRICAL DETAILS. 4. REFER TO DRAWING P3.01 FOR PLUMBING RISER DIAGRAM. 4. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 5. REFER TO DRAWING P4.01 & P4.02 FOR PLUMBING DETAILS. 5. ALL UNDERGROUND CONDUITS TO PARKING LOT LIGHTS WILL BE 1" SCHEDULE 6. REFER TO DRAWING P5.01 FOR PLUMBING SCHEDULES. 80 PVC. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS PRODUCTS OR EQUAL) PLUMBING KEYED NOTES EVERY 250'. O 2" DOMESTIC WATER LINE ENTRY TO BUILDING. REFER TO ELECTRICAL KEYED NOTES THE CIVIL DRAWINGS FOR CONTINUATION. O 4" SANITARY SEWER LINE ENTRY TO BUILDING. REFER TO FNEW ELECTRICAL SERVICE TRANSFORMERS AND THE CIVIL DRAWINGS FOR CONTINUATION. POLE BY CENTERPOINT ENERGY. aNEW BUS WEATHERHEAD INSTALLED BY CONTRACTOR PER CENTERPOINT ENERGY REQUIREMENTS. ❑3 (2) 2" SCHEDULE 80 PVC DEMARC CONDUITS. (1) 2" SCHEDULE 80 PVC PHONE CONDUIT. G 0 OVERALL SITE PLAN SCALE: 1" = 60'-O" NOTES: 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYNG LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 30 CIRCUITS. ZOUILDINGNORTH R Y '() py IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING L PROPOSED NEW PARK FACHM FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDALLCT■ PANDA ARCHITECTS.,INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax sPtE..�F..rFkq 1 % * *I. DFlVID W DAY /...,.,.� ................. �11 q. 3242110 1 P •. R Q_ 1HE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P.E., ON February 11,2009 1-30-2009 ISSUED FOR BID Revisions NO. DATE DESCRIPTION 1 /ii/0 ADDENDUM #1 JOB NO. 080813-011 CAD NO. DATE 1/30/09 IS' I � i 9 2000 0 FEB BY "EP01 ELECTRICAL LOAD ANALYSIS EQUIPMENT CONNECTED LOAD BALL FIELD LIGHTING —CONNECTED 547.2 kVA PARKING LOT LIGHTING —CONNECTED LOAD 10 kVA MISC. PAVILION LOADS 30 kVA MISC EXTERIOR RECEPTACLES 10 kVA MISC. CONCESSION LOADS 30 kVA MISC. LOADS 180 kVA TOTAL 807.2 kVA NEW POLE (BY CENTERPOINT) NEW POLE MOUNTED TRANSFORMERS (BY CENTERPOINT ENERGY) (SIZED FOR 1200 AMP SERVICE) . I\- " � NEW BUS WEATHERHEAD (BY CONTRACTOR) 1200A., 480/277V. 30 Jam. �ti DISTRIBUTION PANEL "MDP" NEMA 3R lkf:fllmlkrjl:olml 120ON CABLE AND CONDUIT SCHEDULE CONDl1CTOR8 PARALLEL TAG PHASE NEUTRAL GROUND OOTIDUIT SETS P30 #8 #10 314" S30 #2 #2 #6 1 1/4- 150N 1 0 #1 0 #6 " 225N #350kcmil #350kcmil #4 30ON #350kcmil #350kcmil #4 350N #500kcmil #500kcmil #3 3 ? 2" 120ON #600kcmil #600kcmil 4" 3 CONDUCTORS ARE SIZED FOR 75'C., TYPE THHW,THW,THVIN,XHHW,RHW REFERENCES: NEC TABLE 310.16 NEC TABLE 5 i250 POWERLOGIC DIGITAL METER 00% RATED MAIN BREAKER, a RATED Q 1 GENERAL NOTES: 1. CABLE SHALL BE TYPE THHN—THWN 75'C COPPER, UNLESS NOTED OTHERWISE. 2. PROVIDE A SOLIDLY GROUNDED ELECTRICAL SYSTEM IN ACCORDANCE WITH SPECIFICATIONS AND NEC ARTICLES 230.95, 240.13 AND 250.52(A) (1) & (2)• TVSS SCHEDULE MARK MIINUFACTURE MODEL LIEBERT ACCUGUIDE CABLE SIZE TVSS 1 LIEBERT S10254BOYANCE 5 #6, 1 1/2" C 2 3 w 4 5 NEW CT/PT BOX INSTALLED PER CENTERPOINT I (J/ GNDT 0 3n ""' ^ /n / REQUIREMENTS { 350A/3P 300A/3P 225A/3P 300A 3P 60A/3P GR3/4" RU x 1 CROUND ROD E: DTL. 2/E5.01 II II II � II II II II (3) 4"'SCHEDULE 80 PVC CONDUITS PROVIDED BY CONTRACTORULL () 350N 30ON 1225N 130ON LIEBERT ACCUGUIDE CABLE DPA DPB DPC DPD 2—SECTION NEMA 3R I NEMA 3R NEMA 3R NEMA 3R NSS-1 150N 2 KVA 2 KVA 2 KVA 150N 2 KVA 480/120V 480/120V 480/120V 480/120V T7 T8 T9 T10 HVt P30 CCA P30 CCA P30 CCA P30 P30 CCA MAINTENANCE CONTACTOR CONTACTOR CONTACTOR HV2 CONTACTOR BUILDING CABINET CABINET CABINET PAVILION CABINET BY MUSCO BY MUSCO BY MUSCO BY MUSCO P30 ;480, VA 30 KVA 30 KVA 30 KVA 30 KVA ;80, VA 30 480,30 480, 30 480, 30 480, 30 30 12OV, 30 208/120V, 30 208/12OV, 30 208/20V, 30 208/12OV, 30 120V,30 S30 S30 Tt S30 - T1 STM 30 Ti S30 Tt S30 1 1 1 1 1 1 LVt LV2 LV3 LV4 LVS LV6 MAINTENANCE ZONE "A" ZONE "B" ZONE "C" PAVILION ZONE "D" BUILDING NEMA 3R NEMA 3R NEMA 3R NEMA 3R im IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING L v PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax i SPjE. �F..!Fkq l *' / DAVID W. DAY /.................. �FGIS....... IHE SEAL APPEARING LIN IIIIS DOCUMENT WAS AUTHORIZLD BY DAVID W. DAY, P.E., ON February il, 2009 1-30-2009 ISSUED FOR BID Revisions NO. DATE DESCRIPTION 1 2/11/OS ADDENDUM #1 JOB NO. 080813-011 CAD NO. DATE 1/30/09 SHEET NO. �a OF: FEB 19 2099 By E1.01 r r ' ,i / '! :4 i'ev C.. ... ..... f ;fit / f ,.� i ' : tJ E iv, : fl ,i :.: , ,/ 5�/jy(�'�j '.. ... r' `' �{ r' ., .... ..,! / \. \ l! f T .! \ / ......... / f, / CA101. / �> < : "!-; .... �'. t: 7 .::)+, .f.,. :, , : .Y Ct i S` 4 Q J •, a t� � i � � 4. ..:� ✓�ip / % CA113 - , i . ` A4 A6.w.1 ' ♦ 'if i 1 � �� fir• l i 1 ♦ A110 i /...:................. i �.f 1 R r" / _.. C' 1 .... t ..... ............. \ : •, .� \`yam ,ys�MOP. ' a ,..., ... ,. :, ,,...: / I. �S �,t in 5 ,L{`!vY^ e B100 OUNDERGROUND CONDUIT PLAN AREA "A" SCALE: 1" = 50'-0" "A15 I' ._., _.... ..... ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE -LINE DIAGRAM. 4. REFER TO DRAWING E5.01 & E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS OR EQUAL) EVERY 250'. AREA A CONDUIT NO SIZE FROM TO COND 1 LENGTH CKT DRAWING CA100 1 DPA A2 7 #10 330=DPA 79 11/1 3 5 RE EUi 01 CA101 .... .. 1 A2 .. B2 .... i4 #10 140 DPA 1 3 5 RE EU1 01 CA102 2' DPA A3 10 #10 170 DPA 13 15 17/19,21 23/32 34 36 RE EU1 01 CA103 ill A3 Al 7 #10 130 DPA 19,21 23/32 34 36 RE EUi 01 CA104 ;1" IDPA64 7#10 350DPA-2,4,8/8,10,12 ... RE:EU1.01 CA105 1 B4 81 _... 4 #10 ....... ..... .._..... 100 DPA 8 10,12 RE EU1 01 _._ CA106 1" DPA .._ B3 7 #10 100 DPA 14 16 18/20,22 24 „ „ RE.EUi 01 CA107 1" 83 A6 4 #10 100 DPA 20 22 24 RE EU1 01 ..... CA108 DPA B6 .... 4 #10 275%DPA 26 28 30 RE EU1 01 CA109.... DPA A4 ..... 4 #10 150 DPA 25,27,29 .... RE:EU1 01 .... CA110 1 DPA A5 .................. 7 #10 ... 160 DPA 31 33 35/44 46,48 RE EU1 01 CAi11.... 1 ,.... 7 10 # 325 DPA 37 39 41/43 45 47 RE EU1 01 CA112 1 .............D B5 ...............................B 88 ........., 4 #10 125 DPA 29 31 RE EU1 01 CA113 1 DPA C2-SECURITY 4 #-10 325 DPA 38,40,42 RE.EU1 01 CA114 .. 1" DPA . A15-SECURITY 4 #10 650 DPA 26 28 RE EUt 01 POLE FIXTURES KVA AMPS ............................................................... .......... °A1 _.. 3-1500 ....................... 3-1500 ................. 6 142: .... _ 7.4, .. ......... . A2 3-1500 ........ 6.142 ........... ............. 7.4, _. _. ...__ ... ___ _ _......__ .. _._ ._._._ ... �A33-1500 6.142� _...__. �7.4 A4 3 1500 6.142, 7.41 1 1000 1.743. 2.1; _. ....... A5 3 1500 6.142. 7 4 .. ..................................................... ..,... ............................................................... ............................................................ .... 3-1500 ........ 6142 7.4 ._. .... A6 3-1500 6 142 ..... 7 4 .... . 1-1000 1743 2.1 .. ... ..__ ..... ... B1 4-1500 9213 .... .. ... ... .. .. .. _.,. B2 4 1600 9 213 11 1 ... ._,... __.._ .._.._.. 63 _ 14-1500 9.213. __ .... 11.1 _ ... _......_.. ..........................................._.... .._......... B4 .............. 4-1500 ..... 9.213' ......... ............. 11.1, . .._. ...._...._. .. _ _....__ .. ...._...... ....., . _..___._� ... ..-..___ _._ _ _ . _ 11.7694 ....... ........ 14.18 ....... __....-- _ .. ......_._.. .. .......... ..... ........... .. .............. ................ .............. ., .. _...... B6 .... ... .. ......... 6-1500 500 .. .. ...................................................... 11.7694€ 14A61 _.... -B8 _ . 6-1500 11.7694. 14.18, ... ....._...... .................... .......... .............. C2 1-1000 1.743 ........ .......... 2.1, _--- =A15 .................. 1-1000 ............... . ........... ._. _ 1 743: .............. ..: ._.._.._. 2.1 ......_.......... .........................,................... ......... ............. .................. ..............,.,. ............... ....................................................................... NOTES: 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 30 CIRCUITS. 3. ALL SECURITY LIGHTS FOR THE SITE ARE FED FROM PANEL DPA. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 !.eRANDALLCT m PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax � 11 ! DAVID W. DAY / p.......................... i III q. 32421 i Q STERE�•�t,F'�• THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P.E:, ON February 11,2009 1-30-2009 ISSUED FOR BID Revisions NO. DATE DESCRIPTION i /11/0 ADDENDUM #1 JOB NO. 080813-011 CAD NO. DATE 1/30/09 SHEET NO. 0F: OC�C�OL�L D FEB 19 2009 B EU 1. ----------- '--------- -It CB103 -/ CB108 C2 REFER TO LIGHT FIXTURE SCHEDULE FOR POLE AND FIXTURE TYPES ANCHOR BOLTS. COAT ALL BOLTS THREADS, NUTS & WASHERS EXPOSED ABOVE CONCRETE SHAFT WITH 'ZRC* OLE COLD GALV. AFTER LEVELING. BASE 3/r CHAMFER ... ANCHOR BOLTS FINISHED GRADE 2'-0* RIGID STEEL CONDUIT BRANCH CIRCUIT CONDUIT PVC CONDUIT RIGID STEEL TO PVC CONNECTOR GROUND ROD 4#8 REINFORCING RODS WITH #4 TIES 18' VERIFY — INCREASE IF NECESSARY TO ACCOMMODATE POLE BASE 02 ;LIGHTING POLE FOUNDATION NOT TO SCALE EPCOOl.DWG ~/°�'"�^~|`|�~� ~/°�'"�^~|`|�~� � DPC/YCCC ELBC."TRICAL GENERAL NOTES 1. REFER TO DRAWING B.00FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING w[P1.01 FOR OVERALL SITE PLAN. D. REFER TO DRAWING E1.01 FOR ONE -LINE DIAGRAM. 4. REFER TO DRAWING E5.01 8x E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. G. CONTRACTOR TO INSTALL PULL BOXES (BROOKS OR EQUAL) EVERY 250'. -- ' v 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 48OV. 30 CIRCUITS. / 1^PRONDE OVERALL DIMENSIONS FOR EACH STRUCTURE WITH SUBMITTALS TO VERIFY THAT ALL EQUIPMENT FITS ON STRUCTURE IN A CODE APPROVED WORKMAN -LIKE MANNER. 2^ ALL FASTNERS AND HARDWARE SHALL BE NON~C8RROSSIVE METALS AS APPROVED, HOG OR STAINLESS STEEL. J. STRUCTURE SHALL COMPLY NTH TEXAS WINDSTORM REQUIREMENTS AND LOCAL BUILDING CODES. 4. ALL EQUIPMENT TO MEET MINIMUM NEMA 3R REQUIREMENTS [�lU|Dk�[NT D8��� [l1 |.��i�||� |V|L-|� | |\��\/[\ \/|!NOT TO SCALE WITH CONCRETE (TYP.) z. ) 0, ILING TREATED \FTHE APPROVED PLANS �ARE MODIFIED, 8N�VU�UAW\RT8 � 'o`^,.",".�"/...°~"",~..�.�_ � T8TU�P|TY|?A�RU|Q�OPQ|0Q �« THE CITY '�'`��,^�����^`�� TOTA��A8N��|�0y�UQQ|N� `»''^�=""`"�'~`"~~~^��- PROPOSED NEW PARK FACHM FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 ARCHITECTS., INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 STE THE SEAL APPEARING ON THIS DOCUMENT February 11,2009 1-30-2009 ISSUED FOR BID Revisions NO. DATE DESCRIPTION JOB NO. 080813-011 CAD NO. DATE 1/30/09 OF: by— J, CC108 7 C Ir i e f-I ................................................. . .... 0! .......... B13 .............. .............. CC1 07 ... .. ..... .. .. .. 4 -C8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 ..... . ....... Cclog A CC1 06 WWI i ........... . DPC/CCC C; F vYIN . ...... . .. ..... . .... . MN. i6 B12 .pl V \91317 .. ............. &I 4, 4 CD106 X4 CD104 4 n Are� QB1 0 .............. 4# X ....................... A? x j 61 V ry ................. ................. A18, ... ......... CD102 qv CD1 05 103 :ii 4p > 'A . ...... 40P '7 ..................... . . . /X � . .... ...... . ............................ A fq If I ............... 1A ...... .............. W. CD, 0 0 ... ....... "'DPD/CC6_A A .......... .......... Pl 14 i" ,,Sf y j CD101 1 Q ..... . ............ ............ .................... 4 iiel I , MOP 1; \\ " \ `� ", 11 " : i �­ �: , >,, .1 ... 1% " I , , \ " A l. . .. . . f '­ _Y A ........................ en A,/ ......... . . NOTES: 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 30 CIRCUITS. ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM. 4. REFER TO DRAWING E5.01 & E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS OR EQUAL) EVERY 250'. NOTES: 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 30 CIRCUITS. WILDING NORTH klC� � � y CC'; 0 p y IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING c e Rp PROPOSED NEW PARK FACILITY„ P+OR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 If RANDAL PORTERFIELD Q,TS.1 ,,RA ��IiARCIIITEG INC. Al.A. is rl Wi 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281,332.6680 281.316.6920 fax Y14 OF kA DAV I D WDAY i0l lk\ TH1_ SEAT APPEARING IIN flllS DnCUM.LNT A;Rms AUlHlJRT71'D,3Y DAVID W. DAY, P. F., ON -1-44 1 ebruary 11, 2009,' 1-30-2009 ISSUED FOR BID Rivisions NNO. DATE ... DESCRIPTION ADDENDUM #1 JOB NO. 080813-011 CAD NO. DATE 1/30/09 SHEET NO FEB 19 2009J OF: E83YE EU1.03C,D 65,000 AID Rating Lighting Class Panelboard DPA Existing X New 277/480 Volt,3-Phase,4-Wire 2 Section 3R -Nema Rating X MOB 350 AMP MOB MLO 400 AMP BUS (Copper) ISO. GRND. BUS Single Double X Feed - Thru Mounting X Surface Flush Not°° Load (VA) Dosoriptlon Typo Wrre CB �-r PH #� cB Wlre Type Description Load (VA) Notes 9213 POLEB2 L 10. 20/3 1 A 2 1 20/3 10 L POLE 134 9213 L 10 3 B 4 10 L L 10 5 C 6 _ 10 L 6142 P0LEA2 L 10 20/3 7 A 8 20/3 10 L POLE Bt 9213 L 10 9 B 10 10 L L 10 11 C 12 10 L 6142 POLEA3 L 10 20/3 13 A 14 20/3 10 L P EB3 9213 L 10 15 B 16 10 L L 10 17 C 78 10 L 6142. POLE AI-PVTOI L 10 20/3 19 A 20 20/3 10 L POLEA9 6142 L t0 21 B 22 10 L L 10 23 C 24 10 L 6142 P0LEA4 L 10 20/3 25 A 26 20/3 10 L POLE Be 11769 L 10 27 B 28 10 L L 10 29 C 30 10 L 6142 POLEA5-MUSTAN01 L 10 20/3 31 A 32 1 20/3 10 L POLEAI-PN702 6142 L 10 33 B 34 10 L L 10 35 C 38 10 L 11769 1 POLE Be L 10 20/3 37 A 38 20/3 1 10 L A4.A6,A15.C2SECL1PaY 2972 L 10 39 B 40 10 L L 10 4t C 42 10 L 11769 L t0 20/3 43 A 44 2 3 IO L . .FZ2 5- A 2 6142 L 10 46 B 46 10 L L 10 47 C 48 10 L 6142 PCLEA5-!VL)STAN3 2 L 10 20/3 49 A 50 60/3 8 SP T3 TO LV3 45000 L 10 51 B 52 8 SP L 10 53 C 54 8 SP HH800 HVI r4N BLIX SP 1/0 160/3 65 A 58 SP 1/0 57 B 68 SP 1/0 59 D 80 61 A e2 63 B 04 65 c e6 67 A 68 69 B 70 71 C 72 17311 A 174 76 B 76 77 C 7a 79 A 80 81 a ez 63 C 84 169.203 1 Subtotal Subtotal 105,806 N. . (2005)11 Load Type nn. Fct. D eers ty .C. (2005) Conn. ct. D vera ty 220.44 220.56 220.60 220.80 220.60 (R) Recept. O (K) Kitchen O (C) Cooling O (H) Heating O (F) Fans 0 M MISC. O 100% 0% O% 100% 100% 0 O O 0 O O 210.20(a) (L) Lg ting (EL) Ext. Ltg. 620.14 (E) Elevators (WH) Water Ht. 220.50 (MT) Lrg. Mot. SP Sub Panel 130,409 O O 0 0 144,600 125% 163,011 125% O 100% 0 100% 0 125% 0 100% 144,600 Total Connected Load 275,009 VA - 330.9 AMPS Location of Panel: ELECTRICAL ROOM El 17 Total Load (Diversified; 307,611 VA - 370.2 AMPS 65,000 AIC Rating Lighting Class Panelboard DPD Existing X New 277/480 Volt,3-Phase,4-Wire ir 2 Section 3R -Nema Rating 11 X MCB 300 AMP MCB MLO 400 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wire CB CKT PH CKT CB Wire Type Description Load (VA) Notes 6141 POLEAI4 L 10 20/3 1 A 2 20/3 10 L POLEBI4 9213 3 B 4 5 C 6 9213 POLEBI5 L 10 20/3 7 A 8 20/3 10 L POLEBI7 9213 9 B 10 11 C 12 6141 POLE A13-SHEILANDI L 10 20/3 13 A 14 2013 10 L POLEA15 6141 15 B 16 17 C 18 9213 POLEBI6 L 10 2013 19 A 20 20/3 10 L POLEAI3-SHETiAND2 6141 21 B 22 23 C 24 30000 30KVA XPM3, T6 SP 8 50/3[41 A 26 22513 4/0 SP HV2 PAVILION 149400 B 28 C 30 A 32 B 34 C 36 A 38 B 40 C 42 Subtotal Subtotal t__1__8:0A108 60,708 N.E.C.(2005) I Load Type Conn. I Fat. I Diversity N.E.C.(2005 Conn. I Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 0 0 0 0 100% 0% 0% 100% 100% 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting 61,416 (EL) Ext. Ltg. 0 (E) Elevators 0 (WH) Water Ht. 0 (MT) Lrg. Mot. 0 (SP) Sub Panel 179,400 125% 125% 100% 100% 125% 100% 76,770 0 0 0 0 179,400 Total Connected Load 240,816 VA = 289.8 AMPS Total Load (Diversified; 256,170 VA = 308.3 AMPS Location of Panel: 45,000 AIC Rating Lighting Class Panelboard LV4 Existing X New 120/208 Volt,3-Phase,4-Wire 1 Section 1 -Nema Rating X MCB 100 AMP MCB MLO 225 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wire CB CKT PH CKT CB wire Type Description Load (VA) Notes 925 CONTACTOR CAB. L 12 20/1 1 A 2 20/1 20/1 3 B 4 20/1 20/1 5 C 6 20/1 20/1 7 A 8 20/1 _ 20/1 9 B 10 20/1 20/1 11 C 12 20/1 --- 20/1 13 A 14 20/1 20/1 15 8 16 20/1 20/1 17 C 18 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 ---- 33 B 34 35 C 36 37 A 38 39 B 1401 41 C 42 JE EF 925 Subtotal Subtotal 0 N.E.C. (2005) Load Type Conn. Fct, Diversity N.E.C. (2005) Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. 0 (K) Kitchen 0 (C) Cooling 0 (H) Heating 0 (F) Fans 0 (M) Misc. 0 0 100% 0 0% 0 0% 0 100% 0 100% 0 1. 210.20(a) 620.14 220.50 (L) Lighting 925 125°/a 1,156 (EL) Ext. Ltg. 0 1250/a 0 (E) Elevators 0 100% 0 (WH) Water Ht. 0 100% 0 (MT) Lrg. Mot. 0 1250/o 0 (SP) Sub Panel 0 100%1 0 Total Connected Load 925 VA = 2.6 AMPS Total Load (Diversified; 1,156 VA = 3.2 AMPS F Location of Panel: ZONE "C" 65,000 AIC Rating Lighting Class Panelboard DPB Existing X New 277/480 Volt,3-Phase,4-Wire 1 Section 3R -Nema Rating X MCB 300 AMP MCB MLO 400 AMP BUS (Copper) I ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wire CB CKT # PH CKT # CB Wire Type Description Load (VA) Notes 12285 _ POLE A8 L 10 20/3 1 A 2 30/3 10 L POLE C3-PALOMINO 18426 3 B 4 5 C 6 15354 POLE B10 L 10 20/3 7 A 8 20/2 10 L POLE C2-PONY 12285 9 B t0 11 1 C 1 12 12285 POLE A7-PONY L 10 20/3 13 A 14 30/3 10 L POLE B11 21498 15 8 16 17 C 18 12285 POLE A7-PALOMIN L 10 20/2 19 A 20 20/3 10 L POLE C1 12285 21 B 22 23 C 24 15354 POLE B9 L 10 20/2 25 A 26 20/3 10 L POLE A9 12285 27 B 28 29 C 30 18426 POLE C4 L 10 30/3 31 A 32 30/3 10 L POLE B7 21498 33 B 34 35 C 36 30000 30KVA XFRM, T2 SP 8 50/3 37 A 38 20/3 SPARE 11 39 8 40 Subtotal 41 C 42 11 Subtotal 115,989 98,277 N.E.C. (2005) Load Type Conn. Fct. DiversityN.E.C. (2005AI Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 100% 0 00/0 0 0°/a 0 100% 0 100%.0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 1841266 0 0 0 0 30,000 125 0 230,333 125% 0 1000/0 0 1000/0 0 125% 0 1000% 30,000 Total Connected Load 214,266 VA = 257.8 AMPS Total Load (Diversified; 260,333 VA = 313.3 AMPS Location of Panel: 45,000 AIC Rating Lighting Class Panelboard LV2 Existing X New 120/208 Volt,3-Phase,4-Wire 1 Section 1 -Nema Rating X MCB 100 AMP MCB X Single MLO 225 AMP BUS (Copper) Double ISO. GRND. BUS Feed - Thru Mounting IX Surface Flush Notes Load (VA) Description Type Wire CB CKT PH CKT CB Wire Type Description Load (VA) Notes 645 CONTACTOR CAB. L 12 20/1 1 A 2 20/1 12 L CONTACTOR CAB. 645 12 20/1 3 8 4 20/1 12 20/1 5 C 6 20/1 12 20/1 7 A 8 20/1 12 20/1 9 B 10 20/1 20/1 11 C 12 20/1 20/1 13 A 14 20/1 20/1 is B 16 20/1 20/1 17 C 18 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 8 28 29 C 30 31 A 32 33 8 34 35 C 36 37 A 38 39 B 40 41 C 42 645IjSubtotal Subtotal 645 (2005) Load Type Conn. Fct. Diversity N.E.C.(2005 Conn. Fct. Diversi.44 .56 .60 .60 .60 i (R) Recept. (K) Kitchen (0) Cooling (H) Heating (F) Fans (M) Misc. 0 0 0 0 0 0 100% 0% 0% 100% 100% 0 210.20(a) (L) Lighting 0 (EL) Ext. Ltg. 0 620.14 (E) Elevators 0 (WH) Water Ht. 0 220.50 (MT) Lrg. Mot. 0 (SP) Sub Panel 1,290 125°/p 1,613 0 125% 0 0 100% 0 0 100% 0 0 125% 0 0 1000/0 0 Total Connected Load 1,290 VA = 3.6 AMPS Location of Panel: ZONE "A" Total Load (Diversified; 1,613 VA = 4.5 AMPS 45,000 AIC Rating Lighting Class Panelboard LV5 Existing X New 120/208 Volt,3-Phase,4-Wire X MCB 100 AMP MCB 1 Section MLO 225 AMP BUS (Copper) 1 -Nema Rating ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wire CB CKT # PH CKT # CB Wire Type Description Load (VA) Notes 645 CONTACTOR CAB. L 12 20/1 1 A 2 20/1 20/1 3 B 4 20/1 20/1 5 C 6 20/1 20/1 7 A 8 20/1 20/1 9 B to 20/1 20/1 11 C 12 20/1 20/1 13 A 14 20/1 20/1 15 B 16 20/1 20/1 17 C 18 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 .._..-..._..--- 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 411 C I42 645 IISubtotall Subtotal 0 N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005 Conn. Fct. lCliversity 220.44 2-20.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 100% 0 0°/a 0 0% 0 100% 0 100% 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 645 0 0 0 0 0 125 0 806 125% 0 100% 0 100% 0 125% 0 100% 0 Total Connected Load 645 VA = 1.8 AMPS Total Load (Diversffied; 806 VA = 2.2 AMPS Location of Panel: ZONE "D" 65,000 AIC Rating Lighting Class Panelboard DPC Existing X New 1 Section 277/480 Volt,3-Phase,4-Wire ir 3R -Nema Rating MCB 225 AMP MOB MLO 250 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wire CB CKT # PH CKT # CB Wire Type Description Load (VA) Notes 12284 POLEAII L 10 20/3 1 A 2 20/3 10 L ROLE 06 9213 3 B 4 5 C 6 12284 POLEBI2-BRON001 L 10 20/3 7 A 8 20/3 10 L POLE05 9213 9 B 10 11 C 12 12284 POLE C•1-BRONCOI L 10 20/3 13 A 14 2013 10 L POLE BI2-BRONCO2 12284 _ 15 B 16 17 C 18 12284 POLEA10-BRON001 L 10 20/3 19 A 20 20/3 10 L POLEA12 12284 21 B 22 23 C 24 12284 POLEA10-BRDNO02 L 10 20/3 25 A 26 20/3 10 L POLEB13 12284 ' 27 B 28 ---• 2911 C 30 9213 POLEC8 L 10 20/3 31 A 32 20/3 10 L POLEC7 9213 33 B 34 35 C 36 30000 30KVA X19VR T4 SP 8 50/3 37 A 38 20/3 SPARE 39 B 40 41 C 42 100,633 Subtotal Subtotal 64,491 N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005 Conn. Fat. Diversity 220.a4 (R) Recept. 220.66 (K) Kitchen 220.60 (C) Cooling 220.60 (H) Heating 220.60 (F) Fans (M) Misc. 0 0 0 0 0 0 100% 0% 0% 1000/0 1000/0 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 135,124 0 0 0 0 30,000 125°/a 125% 100% 100% 125% 100% 168,905 0 0 0 0 30,000 Total Connected Load 165,124 VA = 198.7 AMPS Total Load (Diversified; 198,905 VA = 239.4 AMPS Location of Panel: 45,000 AIC Rating Lighting Class Panelboard LV3 Existing X New 120/208 Voit,3-Phase,4-Wire 1 Section 1 -Nema Rating X MCB 100 AMP MCB MLO 225 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type W re CB CKT PH CKr CB Wire Type Description Load (VA) Notes 925 CONTACTOR CAB. L 12 20/1 1 A 2 20/1 20/1 3 B 4 20/1 20/1 5 C 6 2011 20/1 7 A 8 20/1 20/1 9 B 10 20/1 20/1 11 C 12 20/1 20/1 13 A 14 20/1 20/1 15 B 16 20/1 20/1 17 C 18 20/1 19 A 20 21 B 22 23 C 24 251 A 1 26 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 925 ISubtotal Subtotal 0 N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005) Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. 0 (K) Kitchen 0 (C) Cooling 0 (H) Heating 0 (F) Fans 0 (M) Misc. 0 1000/0 0% 0% 100% 100% 0 210.20(a) 0 0 620.14 0 0 220.50 0 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 925 0 0 0 0 0 12500 125% 100% 100% 125% 100% 1,156 0 0 0 0 0 Total Connected Load 925 VA = 2.6 AMPS Total Load (Diversified; 1,156 VA = 3.2 AMPS Location of Panel: ZONE "B" IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL lo -1HE CITY IS 0 H THE CNGE IOUIRED PRIOR S OCCURRING GENERAL NOTES: 1. CABLE SHALL BE TYPE THHN-THWN 75-C COPPER, UNLESS NOTED OTHERWISE. MY 2. PROVIDE A SOLIDLY GROUNDED ELECTRICAL SYSTEM IN ACCORDANCEWITH SPECIFICATIONS AND NEC ARTICLES 230.95, 240.13 AND 250.52(A) COPY (1) & (2)• IF THE APPROVED PLANS ARE MODiFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING PROPOSED NEiY PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 None RAND ALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax _ F ,= �PZ... �...,TFt,9 tl r S.' '•.J' ) / DAVID .. lit q. 32421 Ilk � THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P.E., ON March 3, 2009 3-03-2009 Revisions NO. DATE DESCRIPTION JOB NO. 080813-011 CAD N0. DATE 3/03/2009 SHEET NO. OF: E6.01 L PROPOSED NEW PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 is ma� nM R�ND�I L ■ F © TERFIELD ARCH INC. A.111 �f 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332,6660 281.316.0920 fax .�E OF P............ / ➢AVID W. DAY / /.............................. / 32421 i II�O,r: •�FCISTERF;9••�F�"f� l�\�SrONAL ENV1� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ➢AVID W. DAY, P. E. , ON March 3,2009 3-03-2009 Revisions NO. DATE DESCRIPTION JOB NO. 080813-011 CAD NO. DATE 3/03/09 SHEET NO. OF: E5- 01